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HomeMy WebLinkAboutLot 1-4, 9-40, 117, 118 Precise Grading GENERAL NOTES C 1. ALL WOW SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A f;EDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIC3HT-OF-WAY. M A 'G 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. PANZANI'A 0 S 1 -47 9-407 11 and 118 LO X PALJBA VIA RAM[ YAL tj'CASE c EST pn 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN pGO PLACE 'All OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. AND 6:30 A.M. , MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF SM ROAD z 7:00 A.M. AND 6: 30 P.M., ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. Pre%....111se uradiing Plan 0 rff < z< 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED < SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY DISTURBANCE OR GRADING. In y of eme%Ac..0 a Stat' e of Call*f ornia 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): PICO SCOTT HANSEN, KB SOUTHERN CALIFORNIA - COASTAL (951)691-5239 p,13 N"D 0 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPOES HWY. 79 PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. Nz TO SAN DIEGO 11. CONSTRUCTION FENCING: A SIX FOOT W) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED FOR AS DEEMED NECESSARY PROJECT FOR PU13LIC SAFETY. 11-E MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. SITE 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE 0�r A VICINITY MAP NO. 491 (TRACT AND PARCEL MAPS ONLY). a NOT TO SCALE 28 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCQQMD) RULE 403, INCLUDING METHODS APPROVED BY THE CITY ENGINEER. 29 z 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY REI-EASE FORM. -FL PER PI A LEGEND HP :2 HP-FL 30 6A) PER PLAN 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. \�� -Typ 15'Tf. a af 115 2Z 0 1 0000.00 16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. TOP OF CURB TC VARIES B ARIS Iff w 32 - I B r i4sC #a S A A A AN FLOW LINE FL VARIE GRADING NOTES 26 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, AND IF APPLICABLE, THE STATE WATER RESOURCES HIGH POINT HP CONTROL BOARD (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PAD PAD 10 34 FF z FF z 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SOILS REPORT BY GEOSOILS. INC. , (W.O. 6033-Al-SC) DATED JUNE 10, 2010, m :2 FINISHED GRADE FG 23 AR be 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. 35 4 FINISHED SURFACE FS 4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT I FAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL HEIGHT. z z TOP OF GRATE TG z m 0� 0 z k-j#-� cs, 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET (3') IN 04.m * '\'� TOP OF FOOTING TF VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 20 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCT I ON/GRAD ING ACTIVITY. 37 R/W--' TOP OF WALL TW 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 9 TOP OF STEP TS 39 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM TYPICAL SIDE YARD DRAINAGE & SETBACK PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. * DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY BOTTOM OF STEP BS 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 13EEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5 WHERE: 20' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 5.- 1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AM BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. GARAGE FLOOR GF 0000.0 30 1 40 4t * DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER. SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELQ94ENT INSPECTOR TWO (2) 4 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. PAD ELEVATION PE 0000.0 SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH HAVE BEEN PROPERLY PLACED. 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-30-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. FINISHED FLOOR FF 0000.0 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. F 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN 5' MIN. 5' MIN. WATER SERVICE v '1 6" MIN. 6" MIN. FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, p I 4' MIN. 1 1 4' MIN. GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. MUDSILL MUDSILL SEWER SERVICE 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTENFINAL PAD DRIVEWAY COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. 117 FG FG A 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS. OR A COMBINATION THEREOF IN ACCORDANCE WITH THE 12" MIN. ABOVE PAD ELEV. TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. %SHEET2 1q, ROUND OFF TOP SLOPE � �;��� �ma, MIN. 2' BENCH 12" MIN.* 12"' M on I T IN.* 15. IF AT ANY TIME DURING EXCAVAT ION/CONSTRUCT ION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE P/L 6" TYP. LOT NUMBER OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR 51 2% MIN. 2: 1 MAX. MIN. 2% MIN. OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE PLANNING DIRECTOR AT HIS/HER SOLE DISOETION MAY REQUIRE THE PRPOERTY OWNER TO DEPOSIT A SUM OF MONEY SUNNY MEADOWS 21% MAX. 2: 1 MAX. 21% MAX. 1 A� IT DEENS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHOR17F AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN DRIVE UNIT TYPE/ELEVATION E ORDER TO ASST-SS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CUI-TURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE MIN. 1 ' BENCH R 0 PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE 00 PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER COf;RECTIVE MEASURES HAVE SECTION B- B- INVERT ELEVATION IE 0 BEEN APPROVED BY THE DIRECTOR. 6 IINDEX MAP K I A SEE NOTE ON SECTION C-C REGARDING v- SCALE: 1"'=100' EXTRA DEPTH FOOTING BACKWATER VALVES SECTIOIN A— A FOR REAR YARD SLOPES GREATER SOURCE OF TOPOGRAPHY WDID# 933C357742 THAN 5' IN VERTICAL HEIGHT AMOUNT OF EXTRA DEPTH FOOTING REQUIRED EXISTING UNDERLYING GRADES OBTAINED FROM 00 ROUGH GRADING PLAN (LD02-007GR) . SOILS ENGINEERS CERTIFICATE 5' MIN. P/L EXTRA DEPTH FOOTING I Z 7� BASIS OF BEARINGS 1 , A REGISTERED CIVIL ENGINEER OF THE STATE OF MUDSILL -4' MIN.- V) X-11 THE BEARINGS SHOWN HEREON ARE BASED ON A CALIFORNIA, PRINCIPA DOING BUSINESS IN THE FIELD OF APPLIED SOIL MIN. 6" MIN. RETAINING WALL ry MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS FG D PORTION OF THE CENTERLINE OF BUTTERFIELD STAGE m ROAD AS SHOWN ON TRACT MAP 24188-1 FILED IN PREVAI ENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON EXTRA DEPTH FOOTING PAD 1 MTN BOOK 281 , PAGES 24 THROUGH 32 OF MAPS IN THE TIC 110 ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING ELEV FG WHERE NECESSARY. BENCH 0 OFFICE OF THE COUNTY RECORDER OF RIVERSIDE INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN REFER TO SOILS STUDY -3: SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 37 FOR FOOTING DEPTHS ADJACENT 37 COUNTY, CALIFORNIA, BEING N 04025'05" W. TO DROPPED GARAGE FLOORS. 2: 1 MAX. 0 ASSESSOR PARCEL NUMBERS THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND 34 12" MIN. 6" MIN. C I I CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION 35 955-540-001 , 955-540-006 THROUGH 024 MENTIONED ABOVE. 2% MIN. 955-541-001 THROUGH 013 21% MAX. 0 955-542-001 THROUGH 003 SECT10" C- C. 955-543-008 THROUGH 009 00 A LEGAL DESCRIPTION SIGNE[f L -4 "",7 < LOTS 1 THROUGH 4, 9 THROUGH 40, 117 118, ALL CONSTRUCTION NOTES & QUANTITY ESTIMATE INCLUSIVE OF TRACT 24188-2, IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF NO. QUANT I TY UN I T ITEM PLAN 1A PLAN 2A PLAN 3A PLAN 4A CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK aCE. NO. 396, PAGES 25 THROUGH 32 INCLUSIVE, OF MAPS, IN 0 iv LOT GRADING (38 LOTS X 20 C.Y. ) 0 CY LLJ THE OFFICE OF THE COUNTY RECORDER OF SAID Avey zlo 7.01 t 0 )\ A, COUNTY, AS AMENDED BY A CERTIFICATE OF DATE Jv 2007 CBC GRADING NOTE: TYPICAL FOOTPRINTS 2% INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) 78 LF CORRECTION RECORDED JULY 19, 2007 AS INSTRUMENT SCALE: 1"=40' INSTALL 6"' ROUND PLASTIC CATCH BASIN (NDS SPEE-D #101 OR 201 ) WITH GREEN PLASTIC GRATE (NDS #40) 2 EA z U3 NO. 2007-0470154 OF OFFICIAL RECORDS. THE ENGINEER OF RECORD HAS DETERMINED 0 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO. 303 2 EA THAT CONSIDERING THE SITE CONDITIONS 0 1---1 PLANNING n DESIGN 13 CONSTRUCTION OWNERZAPPLICANT INCLUDING THE SOIL AND CLIMATE,- THE PICK—A—LOT (PAL) RULES 5) CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 6,308 SF >I KB HOME COASTAL, INC. PROPOSED SITE DRAINAGE SLOPES SHALL BE 1 . NO IDENTICAL FLOOR PLANS DIRECTLY ADJACENT TO ANOTHER 36310 INLAND VALLEY DR. SATISFACTORY AND DO NOT WARRANT THE 2. NO IDENTICAL FLOOR PLANS AND ELEVATIONS WITHIN 2 LOTS OF A2o LD12-065GR ,& LD12-053GRALD12-046GR 11 LD12-039GR2& LD12-027GR LD1 2-009GR z� LD1 1 -097GR ANOTHER OR DIRECTLY ACROSS THE STREET 0 m a 40M COUNTY CENTER DFC)tE WILDOMAR, CA 92595 MORE CONSERVATI'VE REQUIREMENTS SPECIFIED < TEMECULA,CAUFORNIA 92591-4679 (951) 691-5300 3. NO MORE THAN 2 OF THE SAME ELEVATIONS IN A ROW I LD1 2-064GR A LD1 2-051 GR A LD1 2-045GR 10 LD1 2-035GR A7 LD1 2-0220,R 4 LD1 2-003GR z� LD1 1 —094GR CONSULTING 951676 8042 - FAX 951.676.7240 a www.RBF com (951 ) 657-7982 BY THE BUILDING CODE. 4. OR AS APPROVED BY THE CITY OF TEMECULA A LD1 2-068GR ,& LD1 2-063GR A LD1 2-049GR A�2 LD1 2-044GR LD1 2-029GR LD1 2-018GR 3 LD1 1 —1 OOGR LD1 0-059GR CONSTRUCTION RECORD DATE By REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 SCALE ofESSi1fi DESIGNED BY DRAWN BY CHECKED BY SHEET NO. RBF 1 11/11; LOT 28 2 11/11; LOT 27 2-1/2" BRASS DISK IN CONC. CYCLIDER RECOMMENDED BY' DATE: 14301ta- C1 TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS C14 LOCATED FROM THE INTERSECTION OF FRONT ST. 0 CONTRACTOR RBF A31 2/11; LOT 31A4 01/12; LOT 29 HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF A AND RANCHO CALIFORNIA RD. AND MARGARITA C-4 oll* OOF I RD, IN THE N.W. CORNER OF THE INTERSECTION zr_ ACCEPTED BY: DATE: RBF /5\02/12; LOT 23/6\03/12; LOT 33 co C7 m PRECISE GRADING PLAN 1' E. OF A 7' CHAINLINK FENCE, 21'X16' AS NOTED L&i N0.69069 rn t I INSPECTOR R13F Z7 LOT 35 ; LOT 30 of- Zt� GRI�'G BLYOF'LER < _\04/12; A804/12 AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. DATE: DIRECTOR OF PUBLIC WORKS CITY ENGINEER PASEO DEL SOL TR 24188-2 RBF &24/12; LOTS 25&37/1 n\04/12; LOTS 18 (NO.#) 94' N. OF THE CENTERLINE OF RANCHO VERTICAL TOM BURNS-ME L/ R.C.E. NO. 47109 < CALIFORNIA RD. FIBERGLASS WITNESS POST SET v I\- DATE COMPLETED RBF 32&36/1\105/12; LOTS 21&22 1' W. OF MONUMENT. A R.C.E. NO. 69069 MANZANITA LOTS 1-4, 9-40, 117 & 118 RBF 5/12; LOT 38 5/12; LOT 26 ADJ. DATE 09-13-82 ELEV. 1128.410 N/A OF SHEET Tract No 24188 2 t �\x\- RBF 14 05/12; LOT 118,&06/12; LOT 20 7/12; LOT 16 A07/12; LOTS 1 2,4 & 9-14 RBF 6/12; LOTS 17,24&117 0 -S 3 -Aji3l 07 11'4 LCT 1.5 LoT-s 1�fl,� Anlit; L01 CONSTRUCTION NOTES 55. INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) TC 9. INSTALL 6" ROUND PLASTIC CATCH BASIN (NDS SPEE-D #101 OR 201 ) TC WITH GREEN PLASTIC GRATE (NDS #40) CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 7- NO. 303 0, oz o '150. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA PICK-A-LOT (PAL) RULES 00' f.. STD. NO. 207 79. 41AI 1 NO IDENTICAL FLOOR PLANS DIRECTLY ADJACENT TO ANOTHER 1+93.07 s a 4 2. NO IDENTICAL FLOOR PLANS AND ELEVATIONS WITHIN 2 LOTS OF 5 V, ANOTHER OR DIRECTLY ACROSS THE STREET 16 . 16 4A _2A Sdj 0� NOTE- 3. NO MORE THAN 2 OF THE SAME ELEVATIONS IN A ROW THE CITY OF TEMECULA 4C 4. OR AS APPROVED BY 6 pq 17 %3 C'V ARCHITECTURALLY ENHANCED ELEVATION <10 no 9. 1, 14 R FF=1258.47 PE=1257 .26 0 C5 S I -L r0I X..>, 6.1 FF=1257.37 145,;;, liz Tc 56-47 6 ' Pt - _/l 96 61s V cc w PE=1256.7 0.v 54.61 Z-1�Ll CO 40. TIC 19. or 9 G 00 10 40 too %54 +50. 12 SNF-P7' 16- D-WY 1�s IV. Ji ;t 1. jt�a 1 1 58 2 .3, , x 1. 1 1,3 55.2 57 :-�P-as 7 56 6' 'T c 6 - 1,5 RIM c 1. 19 F)g lox 6�j w) 1 1 MLL �_y 00 15 8 . I- PEW CO QQL T 5 co R4.67 .01 _QL CD FG TC 3.8 18 /_1�c . 1 FL FF=1256.77 54. 18 17 55 53-73 A .2 co PE=1256. 1 SAO FF=1256.87 co by W FL It 9.441 F-4 4 1 1 FL- . 17 co I %" 00 s6. 1 PE=1256.2 to 20. lo- I - co cly 55-on V*- 53. 9 ab .2 /1 66 V1. 0 *R 53.9 TC 7 /V. Q g 'I" to Li- SEE SHEET 3 TC L7 13 2+78., rc--N :: 1�_f _N 39 3 95s 6' - 16' D'WYW '0 16_ ll� o cv 2B v .1 - (0 1 25.Ow 0 114. to 10+87.8 0;9 yI- 16 18.85 Rj 53 77 19�1 FS L.21,41 N. Cw 5.3 16' Do C, TC si 21. -10 G_' FF=1255.07 ru 20 S z V_ 1.. 53.09 1 $."I -955. 1 c) 14 16 F%.7 54.6 -�2 ml PE=1254 4 4B 4 FS�' 8.0 to TC wj Lu G /-4--A'\ G . 110 1 $-4 40 48 3 33. 17 ',�4-5 F 19 17 53.6 TC 7 -/Itn F=1256. 19. 1 ., FF=1256. 17 55.2 1 15 F_G clq 2 _AA 4,q I RIM FC::H�p V_ 12+43 t, PE=1255.5 FF=1255.97 53.8 "m 32, FF=1255 27 11. 4* 54.8 Lp 55. 12#1 f q 16# D PE-12' 159 PE=1254". It (D 55.3 21.52, 1 10+51 .69 -1 _.- 1-1 52.05 12 LO LL_ LLj 55.5 51 .9 5 1q" I lo- C.0 16.8DW tol 54 0 to LL_ F=1254. 30. 8. .6 R M ZO 54 6 5 =1255-67 MIN. wl 0 1 54. 53.52 54.36 1"1. 1 1 OX MIN. lt� 19 _10 TC GB 5 .86 =QZL Ml N rj 51 .77 FL 000 cv 21 TC (0 CNN 53.48 A, tei c; c*4 (n N "cn Lt) L_( I n in to LL_ V_ 6.61f"" S I 73. 10 TC 6 l't 4 .9 XIST & 49.7,31 _X I ST cG R w EXIST C&G-N IV/ 00 51 .72 52.86 \52.79 52.0 pe) v- - J7 C:> 51 . 1 50.4 (0 TC Tc 52.9 TC EX I ST 8�"__kEWF R TC BEAMER COURT TC co + TC RIM + C%4 5 .9 v- V_ 5�RIM ( (;� r.- on 0 N, u* �1 -0 clq T I I + 1 .00%) 0 >_ >_ re) r- to ------ e-N rl- RIM RZ, + 10+00.00 CL BE T. N 00 =10+00.00 CL ADA CT. C4 0 6 BEAMER COURT U con (2. 37o) 52.54 > C*4- to + 0 ICY EXIST 8" WATER co to i C-4 v + /TC t .26 51 .83 + 50.57 51 E 52.3 ITC z - v- c_ c; < C-3i _TC clq I IT9 ZT-C T-C \(\1 I / 52.65 NI TC 0 A i \ I___� - __1 n 52.79 TC 'LF r- Gw 4.52 C&GY TC V) C&G ;L_ EXIS EXIST /TC 57.89' (0 04 17-87' 48.9 H W ol Ln RIM uw US S (w) 84s Ln 0 i�) cn - -oft CN 7 48.6)9 1% 0 -An I- - T co /Ab V: 14,0- % 0 to 00 L4 48.54 TC N Xr.- 00 00 V_ 5266 (0 5485- - i rt.11 A7 52.07 TC v N a 5268 FL-Q8 Ld OD �g (0 vi - li Uj . 12 r-.,-\52.9,OTG 81# a L_j 0 10 J3 , . (n i0l C*4 14 04 71 z 2 92. IE 1253. 7 c� A - R b - N T_ GF=1253. ..m n I %w-I z04-17 - rlr 7.4 z :D 1254.27 In Ij- r 256. 2 PROPOSED RECREAT I ONAL�-CENTER p te; - (7) 2 35 Z 0) z 0 35' 0 too 3 uj If 0 6' 18 PER LD10-047GR X. N /-3A-\ * .1 %-fl, to CD to U- IV— 0 ZI U-) Lt 7 48 \ 4* 6' 25 4C 01 R -ft 'A 25 6 4 61 0 C! R /. S/W M. 1 1- 1 117 5* 3/w 1 0 FF=1254.37 4 0 V_ 6 51 c! 51 FF=1255.27 cv r� PE=1253.7 t ) 01 1 1 V_ 1 0 1 1.: U) i7 I I T_ / 1 B� FF=1254.77 to co FF=1253.87 1 PE=1254.6 1 041 tn tL_ Coll 1 8.41 ' Ld 0! PE=1254. 1 - PE=1253.2 2 `� (01 0 to I �> X LO 53 06 52;.06/, tQ CD r� CD 1 0 FF=1256.77 3- FL to LL_ to LA_ ED FL C) PE=1256. 1 CD U-) 0 61 r- 0/.,' F- ul 9.48' ln 3 Li 52.57 52.57 11 twi I Li Lu In FL 46.f L3 /_ cn 7.- \�L6.63 x o 53.60 FL x < TC U.1 V_ 54.3 1 t-L < 53.35 53.4 TC FL In FL FL-HP .0,0 __Z FL UP 'co goo, A LD1 2-068GR 0 co bj 7--rIj I Z to ul 20 10 0 20 40 60 co 52.9 0 ___/ 0 1 GR c) c; FL-HP 0. ALD1 2-065 MUNSON= to Ld mu%mmmmm 0 55.8 53.8 iR V_ 21 Z,51 ILD1 2-064GR SCALE: 1 "=20' FL-HP 45.59 FL I TC 4%w.6 co 44.93-t TC 49.67 &LD1 2-063GR Z' 49.53' /17\LD1 2-053GR 4-7 -94 45.38 45.32 �4 CD A LD1 2-051 GR PLANNING 13 DESIGN M CONSTRUCTION T TC ALD1 2-046GR 0 0 IN 40810 COUNTY CENTER DRIVE ALD1 2-035GR < TEMECULA,CALIFORNIA 92591-4679 _j LD 10-059GR --- CE3NSULTING 951676.8042 a FAX 951676 7240 wwwRBF com 10 DATE BY REVISIONS DATE ACCD COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY SHEET NO. "SSI CONSTRUCTION RECORD SCALE RECOMMENDED BY: DATE: �-/Stzzz_ c DEPARTMENT OF PUBLIC WORKS a ITY OF TEMECULA 0 TCB TCB TCB C14 RBF I/lo\05/12; LOT 18 14 5/12; LOT 118 2-1/2" BRASS DISK IN CONC. CYCLIDER C- 8 LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF RBF 6/12; LOTS 17&117 0-0 CONTRACTOR A 6\0 AND RANCHO CALIFORNIA RD. AND MARGARITA Coll �jm U-) RD, IN THE N.W. CORNER OF THE INTERSECTION d *I- r" ACCEPTED BY: DATE: AIR 41,- PRECISE GRADING PLAN V__ RBF /IX06/12; LOTS 19.&40/18\07/12; LOTS 3&39 r" __-Iw 14 il I % 2 I-le 1' E. OF A 7' CHAIN LINK FENCE, 21'X16' AS NOTED No.69069 =ty GF�'EG LER < INSPECTOR 12 LOT 16,jL07/1,,2; LOT 15 AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. 140 OF PUBLIC WORKS CITY ENGINEER 0 71-1 SEO DEL SOL TR 24188-2 DATE: DIREC1�ORT PA, RBF 12: LOTS 1,2,4 & 14 (NO.#) 94' N. OF THE CENTERLINE OF RANCHO VERTICAL R.C.E. NO. 47109 < CALIFORNIA RD. FIBERGLASS WITNESS POST SET .0 CIV i V TOM BURNSTbE in R.C.E. NO. 69069 MANZANITA LOTS 1-4, 14-19 ,39 ,40, 117 118 DATE COMPLETED 1' W. OF MONUMENT. OF 4 SHEETS ADJ. DATE 09-13-82 ELEV. 1128.410 N/A NOTES: law&^ ARCHITECTURALLY ENHANCED ELEVATION A;wNSTffK"ftU%o.%olrluj"'&N NOTES INDICATES 9" (0.75 ) DIFFERENCE FROM FINSIHED FLOOR (FF) INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) TO PAD ELEVATION (PE) . INSTALL 6" ROUND PLASTIC CATCH BASIN (NDS SPEE-D #101 OR 201) 5 WITH GREEN PLASTIC GRATE (NDS #40) CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. PICK-A-LOT (PAL) RULES NO. 303 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA 57.70 0 1 . NO IDENTICAL FLOOR PLANS DIRECTLY ADJACENT TO ANOTHER STD. NO. 207 /19-1-"--%I - - . 1- 2. NO IDENTICAL FLOOR PLANS AND ELEVATIONS WITHIN 2 LOTS OF 5* ANOTHER OR DIRECTLY ACROSS THE STREET cv 3. NO MORE THAN2 OF THE SAME ELEVATIONS IN AROW 44" 57. 4. OR AS APPROVED BY THE CITY OF TEMECULA 0 0 2 1 0(!) co 2B \ 17 . FF=1258.65 9: N -,- -0) ct, PE=1257.9 FF=1259.05 4 ro 6 4* PE=1258.3 A 27 (o / 4C co 51 ul FF=1267 §E-L .Cr '7' FF=1258. 1/ 1 col PE=12§7.21 'PE=1257.5 cp 6 v- 6 A\ 0 7 s A-lo,3-7v L J, 6-95 4-- A,' c� 5::�r_ F- 26 *1 -- <0 FL 1B 9 1 .0% MIN. 66.38 R OD FL 6 .32 3/ 67 �cu* 0 / // FG LA FF=1267 q,6 T '09 28 -11 0) 840 677 PE=1267 0 CL 16.4'f) W 65.20 5 Tox -UT 1r2B A TC t---V 65.34 00 65. 19 0\- fin R cq u TC P .-,. 0") 5 11.1 6 .8 FF=1267.85 15' 0 tK TC c-) 162� ".. ;l R fl�- 1-1 (0 66.8 PE=1267. 1 13 CL 15'D'WY 20.58' 04 1 )1 C� Lm(�D 55.92 6 04 .00, CL 16 DWT 5.26 67. 1 W-* �-7 -1 Ll A .U.3 TC 56 7 5a, FS u ..> 1 - 4 &.W 10 FG 66.45 V') T or co lop, Jr u 12 oll, V-y I'*-�2- -79 1 .0% MIN. TC r 0 T-1,01 55. Tc o I -A, 64.96/ 1W 1-1 .0% MIN. 1%1� 1 . MIN. 65.91 mot 20' 6A 5 201 64.94 Ag o't z 56.7 3010 TC 07 FL 5 .4 FG 66.4 FS Q 29 FG 21 t� 7 25 16. Do) TC co, FG 89, /-c--)12+48.42 w 66. 1 Ln v lot (o LA- U , --% 20' clq 151 lZ 0 --l& . 1 /-48-\ 65.O'l 16'D'WY ------*- %- FG 1A Al" 9.4% 11 clq u- 55.42 SFEA�� -o to LL- FS C-4 Tc OA --% '�---7 co Q F. --j- 0- FF=1267. 12+37.85 64.88 04 m 3-7 cro 25.68' CA FF=1267.25 . 1 co --q FS 0 -j Q16.2' Drw-F� Dc= tl PE=1266 66.4 64.8 16.8 1266 two LL- ;�L 6 .2 0) 66.7 FG 19 7. 1�4 FS tn w 66.5 55 3 mv t 4 0 c*t% F\2 -0-� 64.44 U-1 FG C �N 65.67 (014- ot TC IV- ui "X"X%m - - - 1 . MIN. Lu tn u-;-1 13.2 3 -1 - *4-- 1 .0% MIN '007L :> a 00-- 0;;;:;m - , .,50' cj A 2.9'T I IZ 64.34 CO < 64.38011, N, MIN. Lo 55.32TC �A . I 4 L"t . Lij TC 1 .0- m 6�.O 20' 4 TC r-1 8 a] V. in 55.23 38.79 -1 FG 65 8 (o IA llt98.78 65.8 4000 0 tL- - #" 17.37/ Lo -j TC 16 t-1 SE 3A\ x Ty- --q/ FG to u- . 1 W T- (B --j FG Ill -j 24 FS .0*1 23 3,4.5 0 &A- -4B \ Lp -n ' -Pl ?11% tp 1.0 -41 6 64.28 In 30 FF=12 ' .67 to 11+92.97 7.2% 11w 5 FS 06- 15' \O- r ro 27.52 FS q16 D#WY b5 /v,/ Ln 59.23' PE=1266.0 04 [EF 1266.47 1 1 1 0 '65.8 m U-) 0 64.22 b- 6.7% nib- LA ro 66.0 FS I E=l 65.8 w, CN 15 ui A.- A L to u- FG 2Q' 0 FA- 3.87 co LA- 6 i.8 A FG (oil- 04 LA / 4A 32 e2ll cllr < 2 03.80- w ffo) R 1 --o-% � �m 0 4D* I N. to C 25. 3.50' L--r- A4 Q 6%3.75 :eo' ry FF=1258.97 Lp 164.78 65.4 10 411: 00 z rL-G TC -m to I PE=1258.3 . 0 . L 4 [ to It 44 G 23 65.' 65.3.4 u- 13 CA v- 63. (D 15 ot G 3 11+5 .46 63*8 FG to ti- ip W LA- co �A. to 1 9 31 F- z B 5 . 1 FS S rFG < 0 LA- 11 16 D F 25t ry rz FF=1266.07 Lo ll+47.42t/;N 0 r / 3C 43. 17 ro 60 uj 21-52' tn 70 11w - I Lil- 1 8.9% 04 FF=1258.07 j.ro5 15' co 16 D'Wy\-,-V rn - U IV I co N PE=1257.4 FS q cn ui .-A 65.4 91 FF=12' 15 52.4 65.4 FG u- V1 -�21 .25' 65.97 Lln 15r- - - 1 . 1 .0 2 1\ b-t. zi FG 0 PE=12 5.3 0 0 \FL 0) w 65, -=o: co 0 ^In N 65.3 w 0 OX M"i--A 1 .92 w Ld 57.751 FG1 FG N I I 1 0 3.22 �vv- - 14- 11 1 cq L--j N Li- CD 57 FL-GB rc TG 2 . 1 .0% MIN. cn 6 .0% MIN. &13'm\m'*XX\NUv%3mxl %x-,'%m34gj 30' 1(N \ C*4 C14 30' rl) ca 7 N ' '5, -in 64.. NY 3 32 FG lq* -j SEE SHEET 4 1 410 6 20 120 6" 411 to u- LD 12-068GR -ft/W -- to u- FG S/W + 63. lb -2B LD1 2-051 GR 2.99 < C FS 15 0 - i I I I I I I A13 LD1 2-045GR 0- 20 10 0 20 40 60 �5 23.72' Lo FF=1265.55 10, 1 I I I I # 10+8" .25 - 0 1 1 11 W 5 A LD1 2-035GR moo= q 16 r- .95 U*' Lo PE=1964 0 NONE= 'o Ltco,4 64.5 P SCALE: 1 "=20' 62.75 1. vi (D clq Ag LD1 2-029GR ��FG 64.8 to Tc co u- 30 FG - tvo D -027GR 1 .0% M IN., 62.64 -04 19.54' we A5 LD1 2-009GR TC 0 10 A4LD1 2-003GR r<y PLANNING 0 DESIGN 8 CONSTRUCTION LD1 1 -1 OOGR 40M COUNTY CENTER DRIVE SEE SHEET 4 LD1 1 -097GR 0 a m TEMECULA,CALIFORNIA 92591-4679 < A LD1 1 -094GR CONSULTING 951.676.8042 a FAX 951.676.7240 a www.RBF.com 11--' LD1 0-059GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY SCALE jolp�.ssjl SHEET NO. I - ' TCB TCB TCB RECOMMENDED BY: ATE: Hlo In. C DEPARTMENT OF PUBLIC WORKS R8FAl 11/11; LOT 28,1sl 1/11; LOT 27 2-1/2" BRASS DISK IN CONC. CYCLIDER ITY OF TEMECULA CONTRACTOR RBF /3\1 2Z 11; LOT 31 4 1/12; LOT 29 LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF AND RANCHO CALIFORNIA RD. AND MARGARITA RD, I N THE N.W. CORNER OF THE INTERSECTION ACCEPTED BY: RBF /5\02-12; LOT 23 8 4-12; LOT 30 cm r" �'# A�7 4 W/ D A T E: el-.�It 117, PRECISE GRADING PLAN 1 ' E. OF A 7' CHAIN LINK FENCE, 21'X16' AS NOTED No.69069 rn INSPECTOR RBF /9\04-12; LOT 25/lo\04-12; LOT 32 AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. G4EG',p6T"LER 3 .0, DATE: 2 DIRECTOR OF PUBLIC WORKS CITY ENGINEER < RBF 5-12; LOT 26/16\06-12; LOT 24 (NO.#) 94' N. OF THE CENTERLINE OF RANCHO i��i ? -/I PASEO DEL SOL TR 24188-2 F- 1 CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL C V TOM BURMIDE Lol R.C.E. NO. 47109 < DATE COMPLETED RBF /2 LOTS 9-13 1' W- 1\07-12; OF MONUMENT. N/A OF C k R.C.E. NO. 69069 MANZANITA LOTS 9-13 & 23-32 n 28. ADJ. DATE 09-13-82 ELEV. 11 410 OF 4 SHEETS NOTES-#- CONSTRUCTION ARCHITECTURALLY ENHANCED ELEVATION INSTALL " PVC DRAIN PIPE (SCHEDULE 44) INDICATES 9" (4.75' ) DIFFERENCE FROM FINSIHED FLOOR (FF) INSTALL 6" ROUND PLASTIC CATCH BASIN (NOS PEE-D #101 OR 241 TO PARI ELEVATION (PE) . WITH GREEN PLASTIC GRATE (NDS #40) CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEECULA STB. SEE SHEET NO. 303 i .92' 3.33 A L( T (PAL) 5 5 CCN T 57.7 \ S RUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY TY 4F TEMECULA 1 . NO IDENTICAL FLOOR PLANS DIRECT Y STB. NO. 207 L ADJACENT T4 ANOTHER _ 2. NO I DENT I CAL FLOOR PLANS AND ELEVAT I{SNS WITHIN 2 LOTS OF 34 34 ANOTHER OR DIRECTLY ACROSS THE STREET .. \ cv. , 3. NO MORE THAN 2 OF THE SAME ELEVATIONS IN A ROTI - I 2O 4 . OR AS APPROVED B THE CITY OF TEIECULA 159 \ ,,0 ,_ - - I ; I S/ S/W 1 ` 60.9 62.99 I - � FL-HP 6th.�7 �� 2 1 -i- � T\"` -... .. s©. ' � FL FL I FL-HP 61.76 U 61.77 1 � FL VrL-- z D 5 WY fir � �1 1 G) -� 21 � 6 s 0*1 19.87 t`� �3 I -�-t m 22G) N3 C� 2.75 � 6 „7, 20 Lli fi©.11T�1 14C \ G) SEE SHEET © 58. 7TF , y9 ., x s R 5, 1`'" -h► 3B w eD ..� '� cs� tL 61.45T I _ , 1106.35 - i U � FF 1 I .,.> 261 .87 . � I E II c 2.64 , 5�?.77TF I i _ � 34.82 I I N MIN. E 12 1d- 1 .t � 6, _ I � _ TC '_-04 FF 1260.07 a4FF �� . ,-r }PE 1259.4 ,-► 62 �I 764j-2 ,..i �, II � I G� N10 0) , 4C 11 1 RETAINING WALL FG I . t � 1D . 11 1 PES G� 1 .07 I C .� GRATE PERMIT It I I _, I _ 2.57, 61.37 _ I I C I FF 1264.95 15 I I I I Ii 3 7 cn 61 . � � 12 cr 1(� ,t 61, �' p { _ M C7� � I i P. 1 I G� E 1284.2 G ! FL t S I �. F I I 1L4 bi 60 49 I L I 159-5-7 60.06 _ t hs I � - I I I � TC � FL-� _ 1 i _ FG I ! I I cn • QD a ., F tri C7 . � _ f II � cx� _ 62. 16 � I I T ..a �, i �___ { I II I .> 6 . 15Tc l100. rn I 1 1 .. 64.82 , 59.58 ' , R 58.6fl r EXIST• TC °' + TC R I t '( ,` S I j j m -- CSG + ' `�`' ,: I I i5 1 5 BINGHAM DR. o T -10+40.00 BEAVEN CT. 6 94 56.26 � . � 4 � ._ cn -- C � S •> ; �, ,- RI( 15 f I I 1 Tc = I ..� HAM CSR ` � • "'`� , I I l . -� TcL4 lft4 + 61 .65 • I I i L i ZEp 04`' 61 .E f� _ I I - . Tc -.- -_ _ FF-1264.55 I I I I L _Tc . Tc 61 .2 - 10 25.42 I i I PE 1263.8 - I I c_ � c � NJ 40 I I I 1 I TC 56to I I I I I .� 41-042I I I ti' G r { -- _0- 3 ' touf -. 1 .3 ,� _ I w N • I t I `_n cn � + tll h ta, tun) 00 � -� � ..� ,C7 � I I I � FL- � . , 443 - . I c � r 1.51 .�? F . . F FLS \ II ` l I I \ �� 281 .47 FL- 6 i , �`L -+� cn � ► '� I ' \ w I a, - 6 .94F-1263. 7 .., FF=1264.45 \ � -� cF � I l L _nI c G' 1262.84 , I 11 -n , PE-1 . 11 I I I I \ - , c , sGo N �- 4cLAI 7 - 'Lo 38 z 913 \ 26 37 _ I I I I I 87o B .� PE 1263.2 a� I I I FF-1261 .97 6 _n cn r- \ \ � PE-1261 . ; :' � "'l ' . ` ' . I I I I I '. - FF 1263 37 \ 1 II II • 62.56 PE=1262...•7 i ����' FL I , _ Ii II t 9 01 62.57 I_ 82.03 I II II 00 FL 62.9 FL .77 FL 0 " Ana FL-HP \ \ 60.67 I :� � 6 . -- { \ 12 FL �t 1 1 O' 61.0 '- J 1 62.14 m 62.22 o FL 10 t-- t3 i FL 62.4 I , - 34.27 SEE PHASE \ r'�► 9 2 flfl ' \ 25. 19 c n a o SEE PHASE 1 N I v SEER LATERAL LOCATION WITHIN DRIVEWAYS 4N d 20 10 0 20 40 60 LOTS 33 ANO 34 IS ACCEPTABLE PER EMAIL FROM LELAND MARC I AL AT EMWD,, DATED 3-15-2411 . 18 LLQ 1 " 3GR � W SCALE: 1 "-20' LLQ 1 -tGR 12 LCA 1 - • GR 5-l" LCA 1 -tGR z PLANNING DESIGN a CONSTRUCTION LLQ 1 - R Ag LD 1 - GR - 4t38f0 COUNTY CENTER QI�NE ,�^� rr^^�� p D Z TEMECULA,CALIFORNIA 92591- 79 �� �` � C . C©N S U LT 1 N� 951.6768042 ■ FAX 951.676.7240 ■ wtrRBF.cc�m2L 3R LD CONSTRUCTION RECORD ECCRD DATE E BY REVISIONS I S C)NS DATE AC CD C C) D C LINTY OF RIVERSIDE I E DESIGNED BY <t E DRAIN BY CHECKED BY '� S SCA. . t� 1 L E v ,1 r H S EET N . RF O RB 1 d3 2 OT L 3 2 2 3 4 1 RA RECOMMENDED , o O L B o aMM D` , _ 2 OT 35 SS DISK IN CON EN ED BY. �. C. CYC ID .► L R 6_ E TCB B DAT z � E. ' T` _, CB TCB *'`� DEPART s- � ..... DEPARTMENT OF PUBLIC I C �!© K ITTEMECULARs Y LC AT LOCATED E FROM M M T INTERSECTION TRS E ECTION OF FRONT ST. CJ CONTRACTOR aR RBF r^ t14 1 LOT 2 O 3` 7 04 1 ""� _ 2 OT 9 L 36 HORIZONTAL 1t}__ ZCJNTA AND RANCHO CALIFORNIACA N L I FORN I A RD. AND MARGARITA �•. PLANS. r A S PR_PARED UNDER THE SUPERVISION OF R D R IN THE E N.}N. CORNER O5 �2 LOTS ��&22 O5 � E OF THE INTERSECTION �..,. 11 / i2 � 2, LOT 3$ o , ACCEPTED E ED BY l / c�_ E OF A 7 c DAT:. . ... .. - RAIN K LIN. FEN 21 CE X16 AS NO � �* TED l�. 6s � INSPECTOR 9 S T EC R a RBF o � PRECISE GRADING 6 2LOT 2� 18 O7 12 LOT 34 :...,. PLAN AROUND SO. CAL. GAS VALVES, �� N. OF P.P. GREG/BUTLER N 4 w 9 N. .. ; OF THE CENTERLINE ENT R ; IN OF RANCHO O ... DATE:E. DIRECT _ ROFP B I U L W � .. C R .. C) KS ... CITY ENG ........ IN R EE V..... VE` .... RTICA L 4 CAI_1 Fo N AR.C.E. .. _. �. t- R I RD. F E � ASEt ie RGA �. Q I_ ss w T .. EL ITN ss _. E POST SET 1' C)M BURNL TR 24188-2 DATE COMPLETED �'' I�1�- NC). 471 C)9 ; 1 W. OF MONUMENT. �t � " R.C.E. NO. 69069 d ='� < ADJ. DATE 09-13-8 t, :f seg.. D 2 ELEV. 1 128.41 p N/A F C AL � ' IAiAI I TA - - - rt LOTS OF SHEETS /"