The URL can be used to link to this page

Home My WebLink AboutLot 1-27 Precise Grading LEGEM-9 • PAD PAD ELEVATION FF FINISHED FLOOR GFF GARAGE FINISHED FLOOR UTILITY LEGEND= GRADING NOTES: FL FLOW LINE HP HIGH POINT • CATV O METER PAD 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, FS FINISHED SURFACE r TELE ❑ TRANSFORMERHA1) 01AY APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. TC TOP OF CURB ® HAND HOLE ■ CATV TW TOP OF WALL 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 176. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF SLOPES. 3 = PLAN NUMBER � 3. MAXIMUM CUT AND FILL SLOPE - 2:1. 1x A = ELEVATION R = REVERSE PLAN i 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF e 0. F DEEPENED FOOTING (DEPTH AS SHOWN) ALL FILL SLOPES OVER 5' HIGH. 0.0 STREET LIGHT 1� 3 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A vol FIRE HYDRANT � �- �,��• w COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS HILL !S TRACT 23100 7 RETAINING WALL (BY SEPARATE PERMITS 0 p -a"- BEEN• BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION AQ �� 4 v °°�,�.W ,µ, »� FOR ALL FILLS OVER 1' DEEP. (ALL WALLS ARE TYPE I-B, PER CITY OF �~ • 4 TEMECULA STANDARDS UNLESS NOTEDw ' 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF OTHERWISE ON PLANS) iLOr TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF .� F ROUGH GRADING IN ACCORDANCE WITH THE APPROVED E ELECTRICAL VAULT �� '�f � • v. COMPLETION0 G GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. �x MIN. .., SEWER LATERAL - ' CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION WATER LATERAL - OF CUT/FILL SLOPES. „mW, � INDICATES LOWERED GARAGE Z z .-. � .° .N �� ..... FINISHED FLOOR 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM .rA. FLOWS ALONG THE TOP OF CUT SLOPES. BF INDICATES BACKFLOW PREVENTER REQ'D ,,, ' '� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER R B 3 THAN ONE FOOT. PAD= PAD ELEVATION �3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH FF = FINISHED FLOOR ,r RECOMMENDATIONS F THE PRELIMINARY SOILS INVESTIGATION BY GFF= GARAGE FINISHED FLOOR 5' MIN. •°�° "- .� 4 LEIGHTON & ASSOCIATES DATED MAY 18, 2000 TWO SETS OF THE DGF= DROP GARAGE FLOOR k r FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING 3' 2' JBFF7R�VENTION BACK FLOW 2� DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN MIN. MINELEV. IS EQUAL TO OR GREATER VALVE _..,, a RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN THAN BLDG. PAD ELEV. ESE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE 6" MIN FL. �� s PRELIMINARY SOILS REPORT. PAD ELEV. ' Ml �., �1 \ 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT - - - - Q LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND 2:1 MAX. u ; - DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 12" MIN. �,,, .�,;,„ ..,,�.,. ?•� 3' "" BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694- FOOTI NE 276 MIN. MIN. ' y �' 6411 FOOTING - 20 A 21 X MAX. L " WHEN MIN. 3 �, 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND REQUIRED ��. '�` FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL PAD ELEV. _ R ��' F5 sem . BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE lip FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 2% MIN. SIDEWALK wµ .. CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SECTION ~A-A" 2176 MAX. 12" MIN. CURB FACE -„ µY.. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND � HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER N.T.S. (SEE FOUNDATION PLAN) • . a DELETERIOUS MATERIAL. PICA OTFINISH. , GRADIN 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, M;, m LINO = UNLESS NOTED OTHERVNSE ytl THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM . M .m.M, ,. NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED NOT TO SCALE BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. AFTER FINEry �w GRADE PROVIDE - ._w.,� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 5 WIDE BY 1 5' 10 MIN. '" µM. PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL HIGH BERM SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO OR EQUIV. MUD SILL `rC� 6" MIN. ADJACENT PROPERTIES. 1 mm .. p �.• .w. .„ . .. wwro., 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED PAD L METHODS. 1 MIN 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 2% MIN. 12" MIN. - ..,,,- CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. MAX. 21 X M X. .. . PROTECTIVE MEASURES AND TEMPORARY DRAINAGEPROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING _,, ,". OPERATIONS. SECTIO B B" ..,.w . ,. u�. ��. N.T.S. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND F1VE- " w..'w� „ " "" '" TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 60.00' W'm%' °- VERTICAL HEIGHT. 48.00 55.00 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF �" .. BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE "� REQUIRED, ELEVATION WITH RESPECT T M N EA EV HA F R � � E U ED THE ELEV 00 EA S LEVEL) SHALL PLEASE REE TO Q ( ) 1X ARCHITECTURAL PLANS BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND FOR ADDITIONAL 2j�( „_� ;, �• u, SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT ELEVATION ENHANCEMENT 3X „ ' F'� GROUND SHALL BE GIVEN. ON PLAN 1 CORNER LOCATIONS. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ^ ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND o COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND ao INDEX___- MAP Y PROJECT COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR co ,'1 g SCALE: 1" 100' SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. to ; RC SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. QUANTITIES! �► 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT CUT=405 CY R� NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. FILL=445 CY 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHARDONNAY HILLS MODEL. EOOTPRINTS �'` R 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 PRIVATE ENGINEER"S _NOTE �.� CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: - - Nr SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STATE AND APPROVAL. Call: TOLL FREE LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 0 20 40 60 80 100 LEIGHTON do ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE Ott 800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP 422-4133 SUITE B 205 PLANNING • INGII 1G • MISSION VIEJO, CA 92691 FOR APPROVAL BY THE CITY. N.T.S. SCALE.- 1" = 20 L _ 01 N SAN DIEGO CA 92123 _ 949 598-8500 G 6b40 Lusk Boulevard• Suite C 22b • Sen Diego, CA 921�i � ) TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (IS19) bbo-9soi CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE ESS/ RECOMMENDED BY: DATE: 1��4� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS V MAY o�/rs/o� 1 coNsra�rloN CHAMbt-CHAN6E pM+ENse ON ALL. -Zs-ol CO. OF RIVERSIDE B.M. NO. T-29-81 A. 1r Ethel Parrenas Ethel Parrenas Marwan Younis Contractor 1.5~ BRASS DISC IN CONC. CYLINDER LOCATED FROM Plans Prepared Under Supervision Of PIAN t 3. ADD WALL TF/TW (TYPiUL ALL LATS)• THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 Horizontal �i o p P MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH / v PRECISE GRADING PLANS: LD O0-17 5 G R Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. N/A �• 43217 ACCEPTED BY DATE: 1 E. OF A r CHAINLINK FENCE, 21 x 16AROUND EXP. 3/31/04 �__f _� DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE G R N G PLANS FOR C SO. CALIF. GAS VALVES, 40 N. OF P.P. (NO.#). 94' Date RONALD J. PARKS /� V N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER Vertical �' / V �' �� M AR WAN A. U N Is TRACT 23100-7 Q; Dote Completed GLASS WITNESS POST SET 1 W. OF MONUMENT. ADL DATE 9-13-82 ELEV. 1128.410 N/A R.C.E. No. 43217 Expires March 31, 2004,,_„ R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 LOTS 1 thni 27 Sheet 1 of f) 4 EXISTING TRACT 23100 - 3 S o � .791 96? ooze ,6 s c G► $9 12810 FL �f 3 �. o � o _ bds qp �� • �► wO 'Jo'7 Aqa� ti o _f.s.. 16. 17 FG 47 1299 _ .. 0 00 10 LACE 13 55 rc ; F5 93'8 L OPE 1o.Ix s a 20' 0 1301.0111 Fs 0 T "�- '`o r� 20►8 78' _ -- - -- ' PEN SPACE `" CU p Lpr 136 L ot ?o. N SSheet 5 X ee cc W cn / 91.35 A cu 0 Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: n 0 CD Call: TOLL FREE LENNAR HOMES LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. al 1 -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 Ii 422--4133 0 SUITE B 205 PLANNMG . ZNGMZ%7 IG . G MISSION VIEJO, CA 92691 LWI 0161 0 SAN DIEGO, CA 92123 6540 Lusk Boulevard• Suite C-225 • San Diego, C� 92121 (949) 598-8500 M TWO WORKING DAYS BEFORE YOU DIG (619) 292--8030 (sig) SM-9901 CU l.7 CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCHMARK No SCALE SEAL: pRaFEssr Designed By Drawn By Checked By , �� QQ Drawing No. N Y at r51or cot+�><uer�or�u+ANe -CHANGE vw+EMS�oae bN ALL ,dl A. Ethel Parrenas Ethel Parrenas Marwan Younis RECOMMENDED BY: DATE: CITY 0E TEMECULA DEPARTMENT OF PUBLIC WORKS = A / CO. OF RIVERSIDE B.M. No. T-2s-M ro ou s X Contractor1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM G PLAN 9ftb.�D WALL TF/•rW(TYPICJ►L ALL LMS). Horizontal THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 _ ? - Plans Prepared Under Supervision Of MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH v � _L L/ Oa CK W. 43217 � 0 ACCEPTED BY. DATE. PRECISE GRADING PLANS: LDoo 175GR Inspector. MARGARITA RD. IN THE N.W. CORNER OF,THE INT. 1" = 20' DEPUTY DIRECTOR OF PUBLIC WORKS (L A 1 E. OFA 7 CHAINLINK FENCE. 21 x 1 a AROUND Verticd EXP. 3/3 04! Date Z- `�� _—„ RONALD J. PARKS CHARD 0 N N A Y HILLS—TRACT 23100-7 Q SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.�), 94' • Completed N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- �' /V \ MARWAN A. UNI$ < GLASS WITNESS POST SET 1 W. OF MONUMENT. ` Q 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 LOTS 1 thru 4 Sheet 2 of 6 x Lb 4 , 4 Ci O ?.•1 SLOP 2. 1 SLOPE i gyp. cb 4b to IL (0 '` FG 8' r _ 8. 1310.9 B PAD=1312.6 131 �3 JC FL fF JW1j1J10 GAF--1312.60 1 1' . Lot �. � PAD'w1312.6 PAID=1311.5 X/S 2A FF- =1312.00 t1n � PAD=1312.D 4 � �1311.50 T `J e d PAD=13FF 2.0 -131 .10 roct 0 fA � � ItA6 0- 50 5 GAF--1312.00 � 4 o ,p• zpv 0 o v � 1311 � '2 .�, •� -,,r 4069, f ft W r ., M r 4 �t ^,r 39.94' -10000 75.DID V'r 4401 A 'o C4 E4 j'KO �' t, Q C4 N AL JADOT e Cr=1 / VI c CDM M S 0 CU n 2.•1 SLOPE ` a ./. X 3 A Vi 0 1 n Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: 00 o r, I Call: TOLL FREE LENNAR HOMES a LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. 1`11- 1 -800 1 -800 coo o h� 3934 MURPHY CANYON ROAD GROUP 24800 CH'RISANTA DR., STE. 200 422-41133 --ft B 205 PLANNING • ENG�G • G MISSION VIEJO, CA 92691 .L�o� to ... - o� bG� N SAN DIEGO, CA 92123 OW Lwk Boulevard• suite+ c-225 • sero Diego, CA 92121 (949} 598-8540 a TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 5W-9901 nJ CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. X SCALEp �4 � RECOMMENDED BY• DATE: /�1�4144 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS MAY o S/o� C009MGTIoK c)4AWft-C9AtU9 9AM9a5t0u5 80 ALL .01 CO. OF RIVERSIDE B.M. NO. T-29-M � �i A. }0 Ethel Parrenas Ethel Parrenas Marwan Younis iy Contractor1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM r• G p1.pN�#3, APD f»IALI 1F/Tfwl (iYt01CAL ALL LOTS). TME INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 Horizontal r pared Under Supervision Of �ZZZ, eo Plans Pre p4a M1.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH DATE: PLANS: A ACCEPTED BY. PRECISE GRADING LDoo 175GR MARGARITA RD., IN THE N.w. CORNER OF THE INT. 1" 20' N0. 43217 DEPUTY DIRECTOR OF PUBLIC WORKS — Q Inspector 1' E. OF A Y CHAINLINK FENCE, 21' x 1S' AROUND EXP. 3/31/04 Date RONALD J. PARKS Q N. OF��u E VALVES, 40' CALIF.'RD"Fnkw94 vertical s�7 ,V %� ,t MARWAN A. UNIs CHARD0NNAY HILLS-TRACT 23100-7 X Dote completed cuss WITNESS POST SET V W. of MONUMENT. � �`� LOTS 5 t h r u 8 ADJ. DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March 311 2004 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 Sheet 3 of 6 s Lot 5 Lot 6 Lot 7 L o Set t e SI RUE Lot OT 72 / ~ PC F M ------- ------ 1* %N, 00 0 M I S o S 13413 2.1 do, 4 11 191 24 9 fF 7. 23.1 fg.3 X 1.311 460 Jill h Q 1311.10 O co m � Ik 11 A0'w 13Qg 5 .6 wr Q, r . 131°�. 2C �qr, �� "\</� / 1309 ae o �Ing 1348.54 t Troc .o .8 a PSD 1320 134 .� 1 0.50 L7 =132 1316.7 0 FF ft LotGFF= O.OoD�,► 132 Pod \C 7 ,30,3,, W16 10 .1 5X 3 .00 � � 2.•1 SL OPE � h• t�U r-- r __� BROW DITCH C::> 137-26"/ � BROW DITCH 13 - _ 1111111 Jill 1111 " BR p r y DITCH 0 0 n �►, IL U X 0 A 4 0 I n I 0 CD Under round Service 1s11ef*•'t SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: 9 0 LENNAR HOMES n Call. TOLL TREE LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. 0 0 —800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 CU M 422-4133 SUITE B 205 PLANNMG • M1G�G • MISSION VIEJO, CA 92691 N �:o01 - 01b R SAN DIEGO, CA 92123 6W Lusk Boulevard. suite C-225 • sen Diego. CA 92121 (949) 598-8500 a- TWO WORKING DAYS BEFORE YOU DIG (619) 292--8030 (619) 550-9901 % N SEAL: Designed B Drawn B Checked B / CITY Drawing No. _ CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE ESS/ 9 y Y y RECOMMENDED BY: DATE:_��/�1� OF TEMECULA DEPARTMENT OF PUBLIC WORKS � of rd/o� ceNsrRUGT10N CHAw"_C+ANee MmENSIbM�p*L ALL o� co. of RIVERSIDE B.M. No. T -81 A• y Ethel Parrenas Ethel Parrenas Marwan Younis X MAY 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM G Contractor pLAN t. 3, ADD WALL. 1f/TMi (TYPICAL ALL LOTS)'. Horizontal �i THE INT. OF FRONT ST. do RANCHO CALIF. RD.. 1.8 � Plans Prepared Under Supervision Of MI.'S N.E. ON RANCHO CALIF. RD. TO INT. VNTH v ACCEPTED BY.. DATE: PLANS: LDOO-175GR U , � ,,,o X217 � _ ♦� �r ao PRECISE GRADING Q MARGARITA RD.. IN THE N.W. CORNER OF THE INT. 1 x 20 DEPUTY DIRECTOR OF PUBLIC WORKS Ingxwtor 11' E.CALIF.OFF7' v� sK F`E.N. of' x 1(NOAROUND � EXP. 3/31/04 � Date �-�-�..� RONALD J. PARKS CHARD 0 N N A Y HILLS—TRACT 2,3100-7 a N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER— Verticil � 01 MARWAN A. YOUNIS Date Completed GLASS WITNESS POST SET 1 W. of MONUMENT. LOTS 9 t h r u 11 ADJ. DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March 31 004 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001_ Sheet 4 of 6 s`01bF 17.49, .____ N 010� 3 0.3 �- SLOPE 25ISP 1 �_ -�� 2. 1 FG 269 j 30 ,3C�•�Q FG �o loop 30'g• `r 130 r 129 F1. �`� 6 PAD=1303.0 PAD=131Q 3 �' "� f =1303.50 Lor SCALE: 1"=20' FF =1310.8ID � Q 6FF=1303.00 SEN SP AcE SLOPE GfF-1310.30 •9 PAD=1307.1 ,��yQ�'• c�' 2:1 fF =130760 k27 1 .1 N GFF=130710 o s FL ' IZ .0p / Jill ljj�� OW ..- Gj FG r4zh d OPC O A ,� 4e K A) T 72.00Ol ate, r•i w -112.39 . ,�s wecp62- rir, c, ( �r� v ! 4.0C -, %0 -,� !� J ti -+ r `� G '` � O .� . fQ n tN r Iof tu r b _ � 131 Z• '`� � � V Zi '`3' `o '��6• h a ILA o 8. =64.34' PAD=1313.4 1 ^`^y L S M `3� ' fF =1313.90 '� 10' /`l1 L� 6.0 w •I2 13 � o r• ;� aa GFF---1313.40 13 `� PAD=1311.2 �? 6gAr =1 1 . _ � � FF =1311.717 Q OFF=/if 7.00 � 6FF--1311.20 19.-.�• �v► �`' � as o� P All, ,� .�•, .� °' �2. �� w 305? , 0 9 7 0101e, L • ca 1 0 1Z9 17 311' PAD=1306.3 J •8, PAD=1301 8 a' 1 FG PAD=1309.3 N FF =1301.30 O FF =13016 80 = o � 1�•8 fF =18 ..1309.80 GAF---1306 30 GfF 1300 80 � GJ ,� FL GFF-1309.30 � •d ��• "� c 13 1 PAD=1303.6 C� 00.3 '�,� �C 1303• FF _130410 �3 �. 111 po* 16 �� FL QrF-1303.60 'l air o �i � 133 FG h s a 3 � b rG �P411 615 N e711 X30 12 16 A 11116 DO 13 �m � 1333•FG �, �� o* ,� pircti �•� `� 112.03 5 ??- 1 FG � n CU N 2 U X CQ � Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: A Ui Call: TOLL FREE LENNAR HOMES n LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. o 0 1 -800 422--41341 , 3 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 L3I SUITE B 205 PLANNING • ZNGnqZEMG • SURVEYG MISSION VIEJO, CA 92691 LD01 - 01 6G SAN DIEGO, CA 92123 W40 Lusk Boulevard• suite C-225 • Sen Diego, CA 92121 (949) 598---8500 - n TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (sig) 560-9901 g CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: � Designed By Drawn By Checked By Drawing No. cru rs of C.MarRucrlos GHAII CAMeE vnhEHsIoNS aN ALL tz.u1 Co. OF RIVERSIDE B.M. NO. - A• � thel Parrenas Ethel Parrenas Marwan Younis RECOMMENDED BY• DATE: Lel/40l� C�TY 0E TEM ECU LA DEPARTMENT OF PUBLIC WORKS L3 Contractor PLAN t1•i3.ADO We�.>r�F/ 1 �TYptu� ALL 407'f�• 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontd r _ a THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 v Plans Prepared Under Supervision Of N MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH 1 2O N0. 43217 A ACCEPTED BY: DATE: r �' PRECISE GRADING P L A N S U Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INTO " DEPUTY DIRECTOR OF PUBLIC WORKS LDOO-175GR 1 E. OF A 7 CHAINLINK FENCE, 21 x 16AROUND EXP. 3/31/04 L � So. CALIF. GAS VALVES. 40' N. OF P.P. (NO.#), 94' Date 11--10-11100_ •- RONALD J. PARKS r7 Date �� N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Verticd , C V v �r MAR WAN A. NIS CHARD 0 N N A Y HILLS-TRACT 23100-7 SPI GLASS WTNESS POST SET 1' W. OF MONUMENT. �`� ADJ. DATE 9-13-8 ELEN. 1128.410 N�A R.C.E. N o. 43212 Expires March 31, 2004 R.C.E. No. 19744 Expires SEP TEM BER 3�� 200 L U T S 12 T H R U 18 & 25 T H R U 2 7 Sheet 5 of 6 Q U Q X 160 OPEN SPACE LOT 2: 1 SLOPE �. 2- 1 SLOPE .a�j• 0 c 13 � � Fc < t76 � 1317.6 oQ jl 4r � �� 316'3 7 ' B �� '� �1. 1 2 - r 182 7 r � 1 1 .3 '2 PAD=13 1318• FF =1318.70 •yr 1319.S ti 3C Fl. GFF=1318.20 pAp=1319 118' PAD=1316 9 HP oc� t FF =1319.7D � =1319.20 0 11 FF =1317.40 GAFF C,FF=IJ16.90 r pAD=1318 7 � b �= 1920 "� 3 1318.70 1 •'� p=1319.7 a, 'I v 1� A 1b'� 3 1 F '1320 20 �� 19 Fly 70 13 fL GFF=1319• �s - tA � '''1 G+ o h a opE` N 0;1 04e- W w �, �. 1ns nw 319 6 �' w S W F CX `�-� S W oil 211 t79 -6 DF r .. k-A -c w r �_._. c.., � n AD=1319 6 Ito r COQ p =1320-10 . �-1319.60 ------ U1.9.4 1317.5 9+71.10 -- ~---- FS QC 18' DW f'CrA . .- -- 1317.1 559 1317.3 � 0 a7' DF 6 Z.• 1 SLOPE \ a .j 0 2. 1 SLOPE o 0 N. C-s- N_ U X 1 I O I Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: n CD0 Call: TOLL• FREE LENNAR HOMES a LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. n 1 —800I 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 6GR 0422--4133 SUITE B 205 PLANNING • INGII�G • MISSION VIEJO, CA 92691 LDO 1 01 SAN DIEGO, CA 92123 SIM L, Boulevard• Suite C-225 • Sain Diego, CA 92121 949 598-8500 a TWO WORKING DAYS BEFORE YOU DIG (619) 292--8030 (819) 550-9901 (U ' SEAL: Designed B Drawn B Checked B Drawing No. v CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE �#E�/ g y y y ;_ _ / � 4� RECOMMENDED BY: DATE � �a� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS MAY 5 GONXRWr1Cm4 GNA"E-GNANGLPiPWIMSIMS ON 04. tLa Co. OF RIVERSIDE B.M. No. T-29-a1 A. yo Ethel Parrenas Ethel Parrenas Marwan Younis a Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Plans Prepared Under Supervision Of � PI.A�1 Qf�3•Apo WALL 7F/Tbl (TYPICAL ,4LL�D'�) • THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 Horizontal G p p MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH a , � ACCEPTED BY: DATE: A' PRECISE GRADING PLANS: _ 5C� D MARGARITA RD., IN THE N-W- CORNER OF THE INT. 1 0 �• 43217 DEPUTY DIRECTOR OF PUBLIC WORKS LD00 7.J�R U Inspector 1' E. OF A 7' CHAINLINK FENCE, 21' X 16' AROUND 2 EXP. 3/31/04 -� CHARD 0 N N A Y HILLS—TRACT 2 310 0—7 Q SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#), 94' Date RONALD J. PARKS N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Verticil ' C V v �r M AR WAN A- NIS X Dote Completed GLASS WITNESS POST SET 1 W. OF MONUMENT. LOTS 19 t h r u 2 4 ADJ. DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 4321 Expires __ March 31. 2004 R.C.E. No. 19744 Expires _ SEPTEMBER 30, 2001 Sheet 6 of 6