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HomeMy WebLinkAboutLot 37 Precise Grading s i f 1 9RADING NOTESS PRECISE GRADING PLANS FOR 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM PROJECTCHARDONNAYHILLSTRACT23101 BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. ! SITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. .T DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF SLOPES. F Ra 3. MAXIMUM CUT AND FILL SLOPE - 2:1. 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OF EQUIVALENT ALONG THE TOP OF -PAVING, NTE • ALL FILL SLOPES OVER 5' HIGH. 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION FOR ALL FILLS OVER 1' DEEP. I 3. AN APROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE H�rAY SURFACES PRIOR TO PLACEMENT OF PAVING. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF SIT TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED FOURTEEN (14) DAYS FOLLOWING THE PLACEMENT OF THE ASPHALT SURFACING GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. AND SHALL BE APPLIED ATA RATE OF 0.05 GALLONS PER SQUARE YARD; CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION ASPHALT EMULSION SHALL CONFORM TO SECTION 37 39 AND 94 OF THE OF CUT/FILL SLOPES. VICINITYA CALTRANS STANDARD SPECIFICATIONS. N.T.S. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA FLOWS, ALONG THE TOP OF CUT SLOPES. DEPARTAMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC 9. ALL NFORMANCE WITH WORKS; ONE INSPECTION AT THE TIME THE BASE IS PLACE AND THE SECOND RECOMMENDATIONS ING SOFLTHEPREN MI ARYE IN OSOI S INVESTIGATION BY WHEN THE A. C. HAS BEEN PLACED. LEIGHTON & ASSOCIATES DATED: MARCH 14, 2000. TWO SETS OF THE 111111111111111,11,11Illil1loom00000000000000 111,1111 Jill 11 `'`'= --�` 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING PROPOSED WORK AREA, AND THE RELOCATION AND THE COST OF ALL EXISTING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION T 0 THAT GRADING HAS BEEN UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO THE BEGINNING DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE OF CONSTRUCTION AT (909) 694-6411 . PRELIMINARY SOILS REPORT. I 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION ANDA 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT �.__ . LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND PLACEMENT OF ASPHALT PAVING. i F�%����� .� �;,� DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO �\ 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694- r; >: r� t, 1 6411 . SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR; ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND k,� WITH OR PRECEDED BY COMPACTION TESTING. FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT <" 1 CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. --� � ONSTRUCTIO OTE . r. o UANTITI ES r z 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND sc Aaac f" �r r I / f' '�' HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER IMPROVEMENT STANDARD DRAWINGS REFERRED TO ARE THOSE OF THE DELETERIOUS MATERIAL. CITY OF TEMECULA PUBLIC WORKS DEPARTMENT UNLESS NOTE OTHERWISE. �'' '� z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED : r r w. Sz ' THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM PLACE 3 AC PAVING OVER 4" AB CRUSHED 1 1300 SF NATURAL SOIL FOR FULL SUPPORT. PREPARATION H 5 ALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. CONSTRUCT TYPE "A-6" P.C.C. CURB & GUTTER PER STD. NO. 200. 210 LFRA% I o f -- 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 17 _ PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL L/ CONSTRUCT TYPE "D-6" P.C.C. CURB PER STD. N0. 204A. 336 LF SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. INSTALL 12" ABS DROP INLET, OR EQUIVALENT. 1 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED PLACE 8" PVC/ABS DRAIN PIPE. 55 LF METHODS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST " j' 'a may;_ ®► CONSTRUCT DRIVEWAY APPROACH PER STD. NO. 207, WIDTH AS NOTED. 1 CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST PLACE 4" P.C.C. WALK 3600 LF BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING I � d _ OPERATIONS. CONSTRUCT ACCESS RAMPS PER STD. NO. 402. 1 ' 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-- ' 9 PLACE 18" C.M.P., 16 GAUGE. 135 LF TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN -` VERTICAL HEIGHT. CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY FLOOD CONTROL 1 I DISTRICT STANDARD NO. CB-100 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE I CONSTRUCT PIPE SWING GATE PER RIVERSIDE COUNTY FLOOD CONTROL 1 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL DISTRICT STANDARD N0. M820 BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND �G SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT I GROUND SHALL BE GIVEN. I PLACE 2 1/2' AC OVER COMPACTED SUBGRADE. 1 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ©► CONSTRUCT DRIVEWAY APPROACH PER STD. NO. 207A, WIDTH AS NOTED, 1 ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND LEGEND: MODIFIED TO CLEAR EXISTING FIE HYDRANT. COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND I FS FINISHED SURFACE, GRADED AND CONCRETE TIMATE UANTITI COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR I COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON FL FLOW LINE INDEX. MAf! CENTERS; TREES 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. TC TOP OF CONCRETE EXCAVATION: 400 C.Y. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT DI DROP INLET SCALE: 1 " = 50' EMBANKMENT: 400 C.Y. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. SMH SANITARY SEWER MANHOLE I SD STORM DRAIN 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT CB STORM DRAIN CATCH BASIN (VOTE: EARTHWORK QUANTITIES ARE PROVIDED FOR INFORMATION AND NOT LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET. AC ASPHALTIC CONCRETE PERMITTING PURPOSES ONLY. NO QUANTITIES AS TO ACCURACY ON THE 21, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES PART OF MAY GROUP, INC. IS INTENDED OR IMPLIED. CONTRACTOR SHALL PERFORM AN INDEPENDENT DETERMINATION OF THE EARTHWORKS QUANTITIES SHALL BE PERMITTED. AND INFORM MAY GROUP OF ANY DISCREPANCIES. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD I PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: „PRIVATE ENGINEER NOTE=, 0 50 100 150 200 CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS I aj aSHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW ' i THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AND APPROVAL. LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. SCALE: 1" - 50' Call: TOLL FREE LEIGHTON & ASSOCIATES OF CALIFORNIA, INC, IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR 1 -800 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE Of ���-4133 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS SUITE B 205 ENGINEERING FOR APPROVAL BY THE CITY. PLANNING • • SURVEYING MISSION VI EJ 0, CA 9 2 691 �N SAN DIEGO, CA 92123 4540 Lusk Boulevard • Suite C-225 • San Diego, CA 92121 (949) 598-8500 TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (858) 550-9901 wa Bio CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By 4Q ` SCALE QROFESS/ CITY OF TEMECULA Drawing No. CrCO. OF RIVERSIDE B.M. NO. T-29-81 �� NA. }- JOHN SPOTTS ETHEL PARRENAS JOHN SPOTTS RECOMMENDED BY• DATE: 7-AS-d 7DEPARTMENT OF PUBLIC WORKS �� Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM • l� c,. Horizontal �i 2 w a THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 � � � Plans Prepared Under Supervision Of ML'S N.E. ON RANCHO CALIF. RD. TO INT. WITH w r^ �/�s.� N Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. 1" - 50' a N0. 43217 ACCEPTED BY: DATE: 7_Zf-00 a i -- PRECISE GRADING PLANS. 000-098GR �� 1 E. OF A 7 CHAINLINK FENCE, 21 x 16 AROUND EXP. 3/31/04 �� !�� DEPUTY DIRECTOR OF PUBLIC WORKS z 50. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#), 94' � � � Date �� N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical s� C V �► �P MARWAN A. OUNIS RONALD J. PARKS PA CREATION AREA TRACT NO. 23141-6 Date Completed GLASS WITNESS POST SET V W. OF MONUMENT. qTf z ADJ. DATE 9-13-82 ELEV. 1128.410 N/A C^`\� R.C.E. No. 43217 Expires March 31 2004 R.C.E. No. 19744 SEPTEMBER 30, 2001 POR. OPL�' 1 SPACE - LOT 37 Sheet 1 of 3 P Expires Q x I i 1 i \ i ' \ P I • \ ilillilljll 11111111111111 I IN I R=1350.00 \ 08-5524" L=210.25 12 ., -.•--_.-•--•,_.,......._.._ ..,,r• µ _ ^fir., ^.., •�°-,ti`�, /.00 VV5 ti. '� , o r' ,. .,_,,.",.,rw._..-,......_......-.amu...-M_.._...v--..._ .. w...,.._-_...-.,....,._.,_ .,.. ..... „.._...-......".___...........................,-_,-._..-.--..•.... +,, , (` y 0 1 ...v �___ - ._, .. _._._ ,ti ,� `ti w 4 I _ L/A�l/TS Ow FX/STlI1�G GRADIS 7 PAD � \, SECTION S-S �� 7 \\ NOT TO SCALE 2)0 1 ,h,� rte..•-'w~ •.r✓" r � w Yom. ". � � `. ^ \\\ `� •\ ,. ' r •• .fir —Im ' \ � '• , I , x. 5.83% 4.72 : ,75 ~ `` �� a � , � 'y .4 NO r � no i000 �r ro �� �� �.��� riaNs `�MAX MAX = ray,/_��J//]/ �O 6 ti-'� / ,7 r •^ ~ ( l/ F ., J•. ... r •1 'y, \.,.../ ,... /STI/R7 STV /-/ 4 RATIN yw '/ , 14OWNA5230,0 _ PEW R'FC DWG. 7-299 s `✓' `A, 7 �� •'\. �•ti,, y,,�` " ',. \ t 5 MIN r' r r^✓f s O f;.,�J�r� t i [ 1 J't���.,,`� 1 -,�r y`+C� •�•,�-�, ` ' ' ti f f'P� ,``t•,\.' �7;h ,'�, f,• J. ,✓ fir.. ' ., ~ .;. `•, r'.� •, .. / /rJ J, iI SPA DETAIL r . � ;�r� , o , ' / , �.. 1 ,� � f _... i ,. 'r'. l �.... as ; / f,/ l ' HANDICAP PARKINGA �� � r '` ; , `� 2sJ �;� / ,, P,e f� ��,, ?( NOT TO SCALE ` \ " 23 . 75 _.. 1 {� c.r `� 30 / CONSTRU TIO NTS: , , IMPROVEMENT STANDARD DRAWINGS REFERRED TO ARE THOSE OF THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT UNLESS NOTE OTHERWISE. I � � 5 � •..` 7f./,.,� ..�. /r'1• 1r"..I/ �,.^•., �!', e.J ~y�,/"•.Y J',. � 17 PLACE 3- AC PAVING OVER 4" AB CRUSHED r , / �� r� �" �. �'. �}rte `� �`./ r� 7},�\��. � ..�, �} � .�` / � � � f Q� •-... Q2 CONSTRUCT TYPE "A-6" P.C.C. CURB do GUTTER PER STD. NO. 200. !! ~y j •� �.� / �� ` - - 3 CONSTRUCT TYPE "D-6" P.C.C. CURB PER STD. NO. 204A. ! + / 0.5m •�$ `s 123 4 of TL, .._."w.._... i 4 INSTALL 12 ABS DROP INLET, OR EQUIVALENT. 5 PLACE 8" PVC ABS DRAIN PIPE. '1� 1r N2 OP r ' r /j� l� o � '"`�.: .�` *,1 .'f� 1,•X.��l �% `�, r' •%� �'7C j�� ,1 .r r. - -.. ... ... ___...._..._Yr.,t•: ..............- A r' L T N0. 207 WIDTH AS NOTED. DRIVEWAY APPROACH PER STD. F. O 6 CONSTRUCT D 233-70 -_ J0.0 q 70 � 4 PLACE 4" P.C.C. WALK t. / z r r ✓ - b. APO y __._. r r -.•r_ 8 CONSTRUCT ACCESS RAMPS PER STD. NO. 402. %�'K' ` � ` y O � r / /.rte / \ \, fir'✓ rr/ / f 0. 0 PLACE 18 C.M.P., 16 GAUGE. ` :�0 ' -� ''' V' �PCFCo /V0-/ I 0 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY FLOOD CONTROL . .r ,f S TD. Cs-100 DISTRICT STANDARD NO. CB-100 e +�, ,/ �` ' 2�' 7 5• � •� 1 �. � / f�, � V---6.68 1 F� 23 23 °� T�✓ ,f r ti lnLEr oloo-/9 C 5 I 1 CONSTRUCT PIPE SWING GATE PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT STANDARD NO. M820 1 ry 2 PLACE 2 1/2" AC OVER COMPACTED SUBGRADE. ® CONSTRUCT DRIVEWAY APPROACH PER STD. NO. 207A, WIDTH AS NOTED. MODIFIED TO CLEAR EXISTING FIRE HYDRANT. s R=683.00 w / - ' _ { w .._ L=794.60 / w r - _ F FS 65 QIP N45 ,r✓ ��. o � o zo o a3 63 �._ .w.- -._ ._ ............. _._._.. 4 so so FY / , I .w -- ... �y EVS� C ' r EX/ST. CA TCM BASl1'1�S fN4/8' SCALE: 1 20' �C� A / � �' ,• S�IA�L f I PLANS PREPARED BY: PLANS PREPARED FOR: lfJ ' r SOILS ENGINEER: I Underground Service Alert 9 caNnPI I MWIFY A #0%6 r LENNAR HOMES TiFY BWiA�e a=,a�V/A Call. TOLL FREE LEIGHTON ASSOCIATES OF CALIFORNIA, INC. ELEVAT/O/V/Vl)TQ7 IN PA 0XIS P 1 -800 ___ . 3 —4133 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 �., °N �22 SUITE B 205 PLANNING • ENGINEERING • SURVEYING MISSION VIEJO, CA 92fi91 0 _ ao SAN DIEGO, CA 92123 6540 Lusk Boulevard • Suite C-225 • San Diego, CA 92121 (949) 598-8500 f UjO C� TMPD WORKING DAYS BEFORE YIOU DIG (619) 292-8030 (858) 550-9901 � t Drawing No. Qa CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By g w SCALE VII ESS/q� RECOMMENDED BY DATE: �' •� CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS Q� I A. JOHN SPOTTS ETHEL PARRENAS JOHN SPOTTS aQ i Contractor CO. OF RIVERSIDE B.M. NO. T-29-81 CPN YpG 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal �i �` ? Plans Prepared Under Supervision Of THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 z s �d 0.v, k MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH „ NO. 43217 ACCEPTED BY: DATE: PRECISE GRADING PLANS: L1J��--098GR MARGARITA RD., IN THE N.W. CORNER OF THE INT. 1 = 20 DEPUTY DIRECTOR OF PUBLIC WORKS c_, Inspector 1' E. OF A 7' CHAINLINK FENCE, 21' x 16' AROUND EXP. 3�31�04 Date 7' `�� RONALD J. PARKS �, ! S0. CALIF. GAS VALVES, 40' N. OF P.P. (NO. >, 94' PA CREATION AREA, TRACT NO. 23141-6 N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical S�q� 0 1 V v �� MAR WAN YOU N I S Z Date Completed GLASS WITNESS POST SET 1' W. OF MONUMENT. f C^`�Fd POR. OPEN SPACE - LOT 37 Sheet 2 Of 3 0� ADJ. DATE 9-13-82 ELEV. 1128.410 N/A R.C.E. N o. 43217 Expires March 31-,- 2004 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 x� 31 CURVE DA TA HORIZONTAL CONTROL FOR . NO. RADIUS DELTA ARC C1 5.00 89036'46" 7.82' C2 5.00' 9024'21" 7.89' C3 5.00' 90724'21" 7.89' C4 5.00' 90724'21" 7.89' C5 5.00' 90'12'02" 7.87' CHARDONNAY HILLS, TRACT 23101 6 C6 5.00' 90'00'00" 7.85' C7 5.00' 88'59'27" 7.77' 32 C8 5.00' 63'12'07" 5.52' C91 12.00' 28.55'11 Is 6.06' C10 5.00' 58'02'03 5.06' RECREATION AREA PARK C11 5.00' 8721'31" 7.62' C12 5.00' 91906'30" 7.95' C13 5.00' 53'07'48" 4.64' C14 5.00' 91'01'52" 7.94' C15 5.00' 88'57'08" 7.76' 33 C16 5.00' 92'53'50" 8.11' C17 5.00' 64727'00" 5.62' C18 12.00' 34'47'15" 7.29' C19 5.00' 58'02'03" 5.06' C20 5.00' 85'35'15" 7.47' C21 5.00' 58'02'03" 5.06' C22 12.00' 25'44'10" 5.39' C23 5.00' 59'22'08" 5.18' C24 10.00' 81045'37" 14.27' C25 5.00' 61 043'35" 5.39' C26 54.92' 27007'54" 26.01' 34 C27 46.44' 25'11'11" 20.41' C28 41.44' 25030'54" 18.45' C29 59.92' 26'10'23" 27.37' C30 14.00' 63736'52" 15.54' R=683.00' C31 5.00' 61'43'35" 5.39' D=02'02'47" C32 5.00' 81"45'37" 7.13' L=24.39 C33 5.00' 56'40'48" 4.95' C34 12.00' 26'22'53" 5.53' , 8 (� 0`s 1?,-6,50- �� . "AY00, C35 5.00 58@02'03" 5.06 -24.4C36 32.00' 171 73220" 95.81' 35 024 L-27g , HIL C37 5.00' 101 040'11" 8.87' (2 v 91 C38 5.00' 63730'42" 5.54' V R- N45-12'00"W � 6g C39 5.00' 74'18'50" 6.49' GZ ` .00, 73-02' C40 60.00' 61'03'49" 63.95' C41 10.00' 89 25'51" 15.61' �'�► (S $10" L-38y C42 10.00' 61'07'02" 10.67' 36 G4 C .100 C43 54.00' 77'4827" 73.33' A 9 L 17 C44 758.00' 09'49'5 7" 130.08' h co �p• �� L20 C45 214.55' 36'33'32" 136.90' ►� 3rL 14 G C46 35.00' 180'00'01" 109.96' L 1 C47 30.00' 180'00'01" 94.25' �, L11 '4 C55 L 1 G�' C48 758.00' 04'25'05" 58.45' `r �'� coo Ndr' C49 693.00' 10'12'44" 123.52' 722 ���, 6 C50 753.00' 15'40'28" 206.00' hCN J C51 40.00 143:10;23 99 .95 6 'S (36 S0 � n� cV C52 16.02 51 40 28 14.45 N __j L25 L26 LINE DA TA LINE DA TA cont. 39 �' L 1 '� 43 L49 ,� N0. BEARING DISTANCE NO. BEARING DISTANCE G L3 ��' 3 �� w 8 L1 N72'50'57"E 24.00' L27 N44648'00"E 160.00' C� C48 �' r r � cn L2 N18'07'30"W 24.18' L28 N44048'00"E 10.00' A Gk� - o '" L3 N 70.29'42"E 22.98' L29 N44'48'00"E 53.51' h r' rn L4 N68 26 55 E 22.98 L30 N5635'42 E 53.21 V 0 47 L5 N22'16'10"W 7.75' L31 N33'50'03"W 58.44' 05 C,�6 L L48 L51 L6 N67'00'45"E 12.98' L32 N56035'42"E 7.86' v b L45 L7 N56'48'01"E 13.00' ' v L33 N29 31 55 W 39.51 C51 N ~� L8 N56'35'42"E 24.00' L34 N72 27'44"E 17.52' `D L9 N56'35'42"E 13.00' L35 N01'20'25"W 52.69' . , „ , . , „ , 4, L 10 N56 35 42 E 28.11 L36 N22 31 16 W 61.00 °t? L11 N35'04'04"W 16.04' L37 N67728'44"E 110.00' r- o L 12 N56'35'42"E 33.63' L38 N22*31'16"W 61.00' L13 N35 16 47 W 20.14 L39 N67 28 44 E 110.00 L14 N35*04'19'*W 15.50 L40 N83'06 04 W 152.37 L15 N56*35'42 E 9.93 L41 N05 10 44 E 212.40 w L16 N56735'42"E 11.00' L42 N03736'51"E 31.89' Cn L17 N56035'42"E 2.87' L43 N45'12'00"W 29.45' r. L18 N56'35'42"E 3.60' L44 N4456'1 1"E 30.00' �Ir, v L19 N56'35'42"E 4.75' L45 N45"12'00"W 29.45' L20 N56035'42"E 3.38' L46 N44'48'00"E 25.36' L21 N35'04'19"W 58.50' L47 N45'12'00"W 18.98' L22 N35'04'19"W 56.33' L48 N44'56'11"E 4.50' L23 N46'41'17"E 5.51' L49 N45'12'00"W 26.00' L24 N46'41'17"E 8.11' L50 N44'48'00"E 38.00' r L25 N45'12'00"W 23.67 L51 N45'12'00"W 26.00' ca L26 N45'12'00' 18.33'j L52 N44048'00"E 38.00' LOT 37 L53 N44'48'00"E 11.13' TRACT NO. 23101-6 MB 386/30-35 GPS, Underground Service Alert SOILS ENGINEER: C46 0 30 60 90 120 �'�� ,�� Call: TOLL FREE LEIGHTON dt ASSOCIATES ►► � N45'12'00"W 215.57' 1 -800 SCALE: 1 3934 MURPHY CANYON ROAD 3o R=1350.00 D=08'55'24" L=210.25' 422--4133 SUITE B 205 SAN DIEGO, CA 92123 TWO WORKING DAYS BEFORE YOU DIG 619 292-8030 MEADOPARK Y PLANS PREPARED BY: PLANS PREPARED FOR: LENNAR HOMES OF CALIFORNIA, INC. N GROUP 24800 CHRISANTA DR., STE. 200 C PLANNING • ENGINEERING • SURVEYING MISSION V I EJ 0, CA 92691 N / o 8540 Lusk Boulevard • Suite C-225 • San Diego, CA 9 949121 \ ) 598-8500 w a (858) 550-9901 CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCHMARK SCALE SEAL: Designed Designed By Drawn By Checked By _ Drawing No. W� A. � JOHN SPOTTS TH PARR NA RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Q� CO. OF RIVERSIDE B.M. NO. T-29-81 Q- N r E EL E S JOHN SPOTTS Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal ��P OGS F UjQ THE INT. OF FRONT ST. do RANCHO CALIF. RD. 1.8 �� N Plans Prepared Under Supervision Of o MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH W ACCEPTED BY: DATE:-7-1-�--° PRECISE GRADING PLANS: r�oo-o9aGR Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. - 30' N0. 43217 P � � � DEPUTY DIRECTOR OF PUBLIC WORKS x 1 E. OF A 7 CHAINLINK FENCE, 21' x 16 AROUND EXP. 331/04 '�-�'t-00 U_ SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#), 94' Date RONALD J. PARKS N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical C MAR WAN A. YOU N I S HORIZONTAL CONTROL, TRACT NO. 23101-6 4 z Date Completed GLASS WITNESS POST SET 1' W. OF MONUMENT. CA POR. OPEN SPACE - LOT 37 Q Cl ADJ. DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March 31, 2004 _� R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 Sheet 3 of 3