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HomeMy WebLinkAboutLot 1-2, 15-27, 36, 39-73 Precise Grading GENERAL NOTES 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. 17 !E11q ROAD THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE ' R�A� PROJECT 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 4 S DISCOVERED DUR I N� CONSTRUCTION. _ �2�� ,pA�cy � ,1Z,�p, � SITE Ct�2RECT I�1 OF ERRORS OR OM 1 SS I ON 3 6 an 1 2 12TING THE LOTS EMEN IMPLEMENTING ARROYO 9 d 39 73 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO 9 CHANGE IN THE FIELO. lop V[A RAM ��Po v 0 � ■ 2� I � C�o PAUBA 3 ROYAL ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY.GHT-OF-WAY. Grading P1a n o McCA6E aY CREST 4. THE PERMITTEE N�i'ST 08TAIN AN ENCROACHMENT PERM I T PRIOR TO A Preci a o DR• PLACE tun) NG TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. � l''III Sol AG5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETI � ROAD �to oC� a i arnia vN St �. CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN o �j Q,� � uR CONDUCT C Ity 7 w �a N� � 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN 0 AND SHALL ONLY OW-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6: 30 P.M. AND 6: 30 A.M. , MONDAY THROUGH FRIDAY A ~ ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: 00 A.M. AND 6: 30 P.M. , ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY � ��Ftiq � SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. of P10 FICO y 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 <q �oP� RD• � STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE a HWY. 7s CLEARANCES FROM THESE AGENCIES PRIOR TO ANY DISTURBANCE OR GRADING. TO SAN DIEGO 8, EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): a JARNNE VALDEZ, LENNAR HODS OF CALIFORNIA (951 )817-3567 � q b'�i � IVERA DRIVE � - - - - � - �;! VICINITY MAP 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, � q;; ��-- 2Q INCLUDING THE STATE NPOES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. i ' NOT TO SCALE p 1 pjj� N I�1 i, � I ' 2 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. p I �� � �' 1 � � 2 p q; I it N q; j j1 � f ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE I..,�,� N,'';It � 11 . CONSTRUCTION FENC 1 NG: A S I X FOOT (6' ) CHAIN L INK FENCE I S REQUIRED I REO p a;�� i, 1 � 1'� ,, 1 64 ` DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS THE , N p,, ,. � , , , COMPLETED FOR AS q 1� �� E RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. N � "' "� r � 50� q a g� � �� � � 2 ;- 81 � � r n " � � g � � 3 � 54 � SSS � 7 � /� 12,- IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED Jp, ',t � ; 26 : FN , , { 0000.00 � � �1P � ,,� TOP OF CURB T� SLOPE BY RIVERSIDE COUNTY ORDINANCE N0. 49 1 TRACT AND PARCEL MAPS ONLY) . � ` - ---� '+; '� ' �-- GAR A- - � c 6 9r�" ` FLOW L INE �L LOT NUMBER 11 E 403 INCLUDING METHODS APPROVED BY a_, , �� 2 � ���..- 6 SOUTH COAST AIR R QUALITY MANAGEMENT D I STR I CT S (SCOOMD) RUL- � _13. OUST SHALL BE CONTROLLEDTO COMPLY WITH SOU � _ THE CITY ENGINEER. '���.f i ♦ "`_ 4 6 i � � 7 � 1 ,- " HIGH POINT HP /1A\ NESS DAYS FOR THE RECEIPT OF THE OCCUPANCY RELEASE 5 1 2 � 4 , , -' UNIT TYPE/ELEVATION R 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUS I - � __j SF�ET �5"- I � � �� ���,� , � � ___�_ _ ---'� F I N I SHED GRADE FG FORM. o SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. � - �- � FINISHED SURFACE FS INVERT ELEVATION IE 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING GRADING OR EROSION AND S 39 �J� ,r BACKWATER VALVES BW 16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. 13 / TOP OF CRATE TG � , �, TOP OF FOOTING TF AMOUNT OF EXTRA DEPTH FOOTING REQUIRED IN FEET GRADING NOTES, -BRADSHAW 1 . ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, AND IF TOP OF WALL TW EXTRA DEPTH FOOTING APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARS (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2 ] TOP OF SLOPE TS 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SOILS REPOR Q.W.O. 6005-Al-SC) QY GEOSOILS. INC• DATED JUN 7I yi RETAINING WALL 2010• _r _ _ GARAGE FLOOR GF 0000.0 DROP -= DROP GARAGE O.X' 3. MAXIMUM CUT AND FILL SLOPES SHALL 8E 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. '- PAD ELEVATION PE 0000.0 4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1 .5) SHALL 8E SUBMITTED TO THE LANG DEVELOPMENT +_�i�=��� -'�--- FINISHED FLOOR FF 0000.0 INSPECTOR BY A REGISTERED CIVIL ENGINEER* SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30' ) IN VERTICAL HEIGHT. ._ ___:L:;=:'0`11--•�==ftftftftft aa_= FIRE HYDRANT WATER SERVICE 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES -D OVER THREE FEET (3' ) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. SEWER SERVICE STOP SIGN 8. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY DRIVEWAY �� CONSTRUCTION/GRADING ACTIVITY* INDEX MAP scare; Pp 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE W ID #9 33C357742 SCALE: 1 =150 ELEVATIONURAI.LY ENHANCED PERMITTED. 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT T DEPOSITION AND PONDINGRE WATERDURING .6RAD�NG OPERATIONSTIVE . SHALL BE IMPLEMENTED TO EARTHWORK QUANTITY PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SIL _ � 51 LOTS X 20 CY / LOT - 1 ,020 CY OF FILL M 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS . If SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET (5' ) , THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR \ MATERIAL SOURCE OF TOPOGRAPHY IL WITH EIGHTY FIVE PERCENT (8596) WATER SATURATION. M NATIVE SO S01 LS ENGINEERS CERTIFICATE 50.00' 49.00 43.ao EXISTING UNDERLYING GRADES 08TAINED FROM � I of 10. ALL GRADING SHALL 8E DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE ROUGH GRADING PLAN (LD02-007GR) . OVATELLwl.A(� DEVEL NT INSPEC"fes TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1 ' ) IN DEPTH HAVE BEEN PROPERLY PLACED. I AN��'w � A REGISTERED CIVIL ENGINEER OF THE STATE OF c��n CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL � � 11 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-30-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT ASSESSORS PARCEL N U M B ERS. MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS - o o m GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 955-480-001900290159016, 955-481-001 THRU 018, PREVALENT WITHIN THIS SITE WAS MAGE BY ME OR UNDER MY DIRECTION ON � r� o THE LAND DEVELOPMENT - -001 THRU 004 & 013 THRU 021 ���- 2� 201G! ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING � 12. PRIOR TO RELEASE OF A BUILOING PERMIT. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO T 955 491 INVESTIGATION COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIONS, HAS BEEN u") INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH 955-510-001 THRU 016, 955-511-001 THRU 004 SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 10 � THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND � 0 a ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION PLAN 1 PLAN 2 PLAN 3 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL LEGAL DESCRIPTION MENTIONED ABOVE.SETS OF WRITTEN FINAL PAD COMPACTIONCERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN GONE IN CONFORMANCE WITH THE '"''�"��'"'���� �. (2129 SF) (2636 SF) (2880 SF) � PRELIMINARY SOILS REPORT. �r �sr RECOMMENDATION OF THE PRELIM BEING LOTS 1-2, 15-27, 36 & 39-73 OF TRACT MAP N0. 24188, AS -( <. �io, N RUBS OR A COMBINATION SHOWN BY MAP ON F I LE IN BOOK 396, PAGES 41 THROUGH 48, I N THE ���; .F�; �;, v'� y �N �uFy� � GRADING IVB ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SH � OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. m 14. POST G (4) I N VERTICAL ;'"- .c��-'-s20 ' ",t, � r m THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR FEET ;` r ,,;_,,:,';.w.�,:.;;.. '"� o� No.D�2 2� m TYPICAL F 0 0 T PRINTS � HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SIGNED <<r.�,,x��' .f�f�'j�j �`� * �xp•.�t � �r , wF SCALE: � OF THE SITE, ARCHAEOLOGICAL CAL/CULTURAI. RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICHNO 15. IF AT ANY TIME DURING EXCAVAT I ON/CONSTF�UCT I ON THE BASIS 0 F BEARING TE r2,�+�O E��'� �j/ 9TFp�A-\vo`Z`a � REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE G.E. N0. - SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE _ CITY �' CENTERLINE OF BUTTERFILED STAGE ROAD AS SHOWN ON TRACT MAP f'LANNii�16 DIRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PRPOERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO 24188_1 FILED IN BOOK 281 , PAGES 24 THROUGH 32 OF MAPS IN THE .'Z�Z��/ � ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, DATE N ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE BEING N04°25'05"W. � PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING � THAT THE DISCOVERY I S AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER NO. CONSTRUCTION NOTES QUANTITY UN I j EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR. 2007 CBC GRADING NOTE: O LOT GRADING (51 LOTS X 20. C.Y. ) 11020 C.Y. z THE ENGINEER OF RECORD HAS DETERMINED THAT O2 INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) 836 L.F CONSIDERING THE SITE CONDITIONS INCLUDING THE U3 INSTALL 6" ROUND PLASTIC CATCH BASIN (NDS 101 OR 201 ) WITH GREEN � PLANNING ■ DE91ON ■ CONSTRUCTION OWNER.,/APPLICANT SOIL AND CLIMATE. THE PROPOSED SITE DRAINAGE PLASTIC GRATE (NDS #40) 20 EA. J LENNAR COMMUNITIES SLOPES SHALL BE SATISFACTORY AND DO NOT O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. N0. 303 20 EA. Z 391 NORTH MAIN STREET WARRANT THE MORE CONSERVATIVE 5 CONSTRUCT RESIDENTIAL DR 1 VEWAY APPROACH PER CITY OF TEMECULA STO. NO. 9,010 S.F. j aoeio courrrY CENTER ENVE CORONA, CA 92880 207 • ■ ■ -r�cu�,CA �s9,-a6� (951 ) 817-3600 REQUIREMENTS SPECIFIED BY THE BUILDING CODE. LD10-064 0 C O M S U Ll N O 951.e7s.8042 FAX 9e1.676.7240 • www►.ReF.com (951 ) 817-3699 � � SHEET N0. CHECKED YDESIGNED BY DRAWN BY DEPARTMENT OF PUBLIC WORKS �N REVISIONS DTC 'DCOUNTY OF RIVERSIDE BMT-29-81 QQRECOMMENDED BY: DATE: 7/11 CITY F TEMECULA CONSTRUCTION RECORD DATE BY SCALE a TCB TCB TCB N 2-1/2" BRASS DISK IN CONC. CYCLIDER � LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL ,����Q' U ,J� �c� PLANS PREPARED UNDER THE SUPERVISION OF G� � PRECISE GRADING PLAN AND RANCHO CALIFORNIA R0. AND MARGARITA y p �, r ACCEPTED BY: / � DATE: 2 q ? � � CONTRACTOR RD, IN THE N.W. CORNER OF THE INTERSECTION "� = D r�+ 1' E. OF A 7' CHAIN LINK FENCE, 21'X16' AS NOTED � �•69�9 � � / GREG B TLER ..,., P.P. � DATE: OZ d/ �O/ D I RECTOR OF PURL I C WORKS / CITY ENGINEER � °"` :�„ ��A a`:a q PASEO DEL SOL TR 24188 Q AROUND S0. CAL. GAS VALVES, 40 N. OF x} �� '�.�/ l� _ _ INSPECTOR (N0.#) 94' N. OF THE CENTERLINE OF RANCHO ,J+l C�Y,� �.ti''c THOMAS C C. 8U S IDE R.C.E. NO. 47109 �' :� ...:. , � CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL ' Q, .C.E. NO. 69069 ~O'ra��is80::' ARROYO - LOTS 1j2t15 27 , 36 , d n d 39 73 OF 10 SHEEyS � 1' W. OF MONUMENT. f� Of C A\ O R.C.E. DATE COMPLETED ADJ. DATE 09-13-82 N/A ELEV. 1128.410 A I I � � � I I � i z zI I � NP-FL '�' HP--FL A � I I PER PLAN PER PLAN a af 15,pp. 15$ np. I � " 80.00' I 4 60.00' " c� 6 0.00 59.80 c� (owIF- (� 60.20 8 YARIES B ARI BtN I ooe-t Sc HP-FL • I • Iff *a ( HP--FL 0 0 ~ 0 - 00) vARIES �) a CN - - -�- ,. C0 � I 0 o0 0 - now .� . I '�- 60.70 PAD PAD N 59.21 Lo 59.60 Cy " I HP-FL FF ? FL FL 59.81 to 59.81 I - FL FL I - I I I-T. 5 60.0 60. 1 5 60.39 to ~ 1091 ' 60.5 7' � FL - 60.20 FG FG • 60.5 . i � FL H FG FG 20 ORM fir• � � � , z z FF 1261 »25 ( DRAIN ESMT. 6 61 .0 110 -X• z 2 FF=1260.85 zi PE-1260. I - FG I cv PE-1260. 1i In x - 14 4'� � Ef- DATE 16 I t° FF-1261 . 0 . . �4 15 ,r„_ , N 0 .1 2 6 � 6 I PE 1261 .0 R w N - 3C t �` 151160»8 z 59.99TG 1 A o • I17 FG 59.39 I E z � � I � YARD DRAINAGE & SETDACK TYPICAL SID� � eW I 1 z 2A 0 3 m I 04 4' #t DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY - - .�. R WHERE: 20' MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. 0 59,8cq 60.5 I s� `� FG FG 60.5 I � 0.9 F=1261 .25 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 59.5 6 5 GF=1260.75 FG 7 I CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 5 FG F=1260.3 5 10 ' FG aR 60.20 " I 6 ,,� 61 » 58.65 TG � ~ . 59.0 \,,�59-28 ' � 59.29 � � FL-HP 29.7 LF 3 0a - � ~ °' FL-GB I 1 59.93 � FG 58. 10 I E 00 c� FL GL GB I� rn 2 ® 110% r- � Oq °'�;' o, 0 FL • �- 53.4 LF N �- 00 N «� ,� - . .�, �, • 0 0.73 ._.... 1."`� HP FL Q, CD I 00 1. cn cn • D ' cn 00 �-. �- cn r- 1 ' cn cnLL_ ". 1 • S w / r- wtn ... . w sILI - 80.00 60.00 5' MIN. 5' MIN. 60.00 6" MIN. 6 MIN. - � EXIST. C&G 1 M N. 1 1 4 MIN. 4 I cn -- MUDSILL MIN. MIN. MUDSILL - .. PC .- 12 MIN. ABOVE PAD ELEV. (58.25V0 3r 58.55 � � 59.46 FG FG _ TC RIM •98 - TC N FF TOP TC A A T A ROUND 0 - a �, �, MIN. 2 BENCH • ;.. ••• 58.26 T ``� it 00 - EX I ST. 8" SEWER c �a 59.46 TC P ;;; 57.80 I �-;cu 14 Dt L vn 59.00 IE 12" MIN.* ,► * co CU J M J (59,49�, 12 MIN. 58.37 ,� u U w 0� . U cu . DAHL DRIVE � 00 6 TY P. TC � � OR • �,, � � © °° �,vi VLI C) - 9-031E 2% MIN. 2: 1 MAX. MIN. 2% MIN. �n N 0 0 59.50 N 58.38 TC 4 (58.67 �Q - 21% MAX. 2. 1 MAX. 21% MAX. EX ST. WATER� �� �- Tc 1 ' BENCH U TC , , a ,� U MIN. B SECTION Aa_000m=DA SECTION B- B EXIST. C&G IE 58.9 FOR REAR YARD SLOPES GREATER * �- 60.00' _ , , �FS ._.,. 60.00' 60.00' .._. SEE NOTE ON SECTION C C REGARDING THAN 5 IN VERTICAL HEIGHT w � �k o M N � w �. w � (o EXTRA DEPTH FOOTING R/W R/W •2`�� �. 00 �0 0 ~ 0 1 �n co 6.0 ` ft,U)- ., 0 "� 9.62- 0 �. 1• 0 • _ � Ori cn0i cnti • 59. 11 L o 0 a I t 59.96 in u.. � u• 00 cn 30.3 LF N L- HP N (n 0 � 2 FL-HP � 59. 8 ��°' N 59.44 .N FL- GB C� 1 .2% 60. 1 60.4 r= 57.2 LF 0o FL ory FL-GB 5 60» � cv Z FG FG �' 60, 12 � . 58.89TG 10 5 �n 5' " FG 3 7 - GF 1260.45 .GF 1264.75 60.2 c� FL- P 5' MIN. P/L 58.29IE 0 60.2 00 FG - � C) 2 - 6 FGI (D GF 1261 .25 4 MIN. 1 z `y MUDSILL � 57,5 LF �3 MIN. �� z � D � 61 .0 , 6 MIN. 0 0.89% FF=1261 .67 FG 5 FG N � 14 , - 1 FF" 1261 . 17 � PE 1261 .0 E EXTRA DEPTH FOOTING - PAD 1 MIN. �� � � - 4 �, 59,91 E .. .- FF 1260.87 6 60» 1 PE 1260.5 a t 3 ELEV - FG WHERE NECESSARY. BEC t CD '-- z 25 59.31 IE PE 1260.2 REFER TO SOILS STUDY FOR .'.b`. 6 FG • 4 59»33TG 2B\ V-) FOOTING DEPTHS ADJACENT TO • - � 2 7 58.73 IE /ic\ " DROPPED GARAGE FLOORS. 2. 1 MAX. I �r�! '�' �. " MN. 12 MIN. 6 I 4 61 .0 6110 , � 2% MIN. 60.2 60.2 � FG FG 6#1 - • � � 60.5 21% MAX. 7;_ FG 1 FG 600 49 60. 12 5' 00 5 FL FL SECTI ON C- 059.41 59.61 v� 60.4 59.99 z FL to FL ~ `- FG �n FL '- LO: 59.62 -. - 60 �- 0 59.90 0 ` -- - - -- � 0 -FL 0 © � 60,20/ a � vi ,� HP-FLLo a 44 NOT ARCHITECTURALLY ENHANCED ELEVATION 0 INDICATES 9" (0.759 ) DIFFERENCE FROM FINSIHED FLOOR (FF) 0° TO PAD ELEVATION (PE) . - _ _ 60.00' _ _ _ _ _ _ 60.00' _ - _ 60.00 w cn w V) U w ,CONSTRUCTION NOTES 2 INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) z TA L 6" ROUND PLASTIC CATCH BASIN (NDS 101 OR 201 WITH GREEN PLASTIC GRATE (NDS #40)INS L ) � a' 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO. 303 20 10 0 20 40 60 PLANNING 0 D E 31 C3 N r CONSTRUCTION 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 0 SCALE: 1 "=20' z 40M COUNTY CENTER DRIVE Q TEMECULA,CAL�FORNiA 92591-4679 C 0 N S U LT I N C3 951.870.8042 ■ FAX 951.676.7240 www.RBF.com LD1 0-064GR Q u ► T-29-81DESIGNED BY DRAWN BY CHECKED BY SHEET N0. � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. SCALE �D��SS14y @ RECOMMENDED BY: DATE: 'ITYOFTEMECULA DEPARTMENT OF PUBLIC WORKS a ,► R �! TCB TCB TCB 2--1/2 BRASS DISK IN CONC. CYCLIDE �D LOCATED FROM THE INTERSECTION OF FRONT ST. ' � w ITA HORIZONTAL ,'� �� PLANS PREPARED UNDER THE SUPERVISION OF / CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA N .4 *-' _ ACCEPTED BY. DATE. �/ .� �� r PRECISE GFLAN RD, IN THE N.W. CORNER OF THE INTERSECTIO d r" l' E. OFA 7' CHAIN LINK FENCE 21'X16' w No.69069 m � o� AS NOTED �, EG TLER ' AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. °G INSPECTOR C, DATE. 0 o . � DIRECTOR OF PUBLIC WORKS / CITY ENGINEER �-- NO. 94' N. OF THE CENTERLINE OF RANCHO 0 d PASEO DEL 80L TR 24188 d � #� VERTICAL �' '�•� THOMAS C. BURNS I DE R.C.E. NO. 47109 �� ........... . �• o CALIFORNIA RD. FIBERGLASS WITNESS POST SET �' C j y 1� F MONUMENT. 1' O� R.C.E. NO 69069 dfro W. 0 0ARROYO -- LOTS 15-17 � 25-27� �19COMPLETED f 1�C � � �.��.�4 of 10 SHEETS � ADJ. DATE 09-13-82 N/A FCA '• ELEV. 1128.410 I w 0• 60.00' 0 60.00) 64 V5 i 69.73 64, 1 ( FL-HP61 .6FL-HP 0 - FL-HP v Iqj -0 in - -- - - an -- -- -. - r •. 62.5 FL-HP I 63.55 Ln 63.89 60.52 M 60.89 `� 61 .03 In 61 .39 0 r _ I FL '- FL '�" -�-�- r�] � � FL I FL FL FL 1 ' a I 1 .4' 5 61 .3 61 .4 5 i t 13 6 64.4 64.4 I I .5 61 .9 10. 62. 1 �--- 62. 10 61 .9 i FG FG FG FG � � FL I ( r• CC FG FG FL i FF-=1265. 15 2 � I FF�1262.65 I 5' 62.8 9.6' FF 1262. 15 � 62.8 I PE 1264.4 I 4. PE 1261 .9 I FG ,� I 7 I -- PE=1261 .4 ,I FG 4 i I i 4 .5Fi'll I 21 I Iz - �� I .. 4 I 7 - .55 3 C I � c� U-1 3A a FF 1263N I ,� 2 i I z I 1 B .- PE=1262.8 ( �, R f l i �? I� I I 0 I 4 , 4 N i . I z 2 0 4 I - ! V_ 3H � w \��J/ w hal m 2 B I cv ® o N 62.5 z I 64.4 64.2 C:) 60.8 v � 61 •9 � � FG � I � I I N N 61 .6 �-- I FG FG I FG 61 . 1 FG 5' GF=1263.05 - I 13 6 GF=1264.65 1 .4 FG = .5 GF=1262.15 10. e 0 63.03 . - GF 1261.65 5 1 .68 T"" I _ 63. 6 I 60.51 �- 60.86 x' L-GB 62" FL GB 0 w 59.95 [D 60.33 3 / . - . N a I 00 � V) FL-'- B - �, � 59.91 I E Oa FL-G® v' co �- FG 'I �- y, i FL GB . cn FL-GB 7• 60.74 rn C) t 00 ro 9 6 c� °`'. a c V r- �O �i 4" o • �iJ • w 1 � c� rte+. I L a� a �n % ._.;. T HP-FL N a` �y 61 , I N 00 . � cn ~'�• • © N 0 V) �V a -- NN Vlcq N V) .cn rn ,�-- 0 (AN a � N cD L� o , FL � � � � � UD L� cn � /cov. S / W W Smunnoo7 r.r. �" �6W ..�....- -r .. ' � �' 60.00' 63.60' 69.00' 60.00 �r . V31 .3 LF . :. 2 1 .3 u) _2 (59.94,1111111 >_ 62.92EX I ST. &G3 TC 61 .2 (61,40) (59,46)/ TC w D HL DR I VE A TC T A o � ,�, A ,�, TC RIM C Lo 59.9 5 C N % Q1 C3 4 49--1 - as oo >_ -EXIST. SEWER- r� �' 15 ; � �0 16 0 17 (ZI + _J � to -� -� 16 61 .79 CL DAHL DR. � u U o ' '-' u �' oo '�' U � � = + C RIVERA DR. cu co ,�, `o - 60.46 ,�, . - 1 94.36 in W)l �, (5998) OLa in `�° 000 (61 - 111 `_59.50 TC N - TC EX I ST. $" WATER In TC TC U EXIST. C&G-v,,,, .� to V 60.00' 60.00 50.00 W W R/W c3 rn _ ow a°o _ u° w r. N n. ! t+L • w Olt • ' �010 ` M 1 o V J �e) A l 0 V J O 0 U) _ _ �• 2•$1 cV �? Ln Ok 60 _ " a N N FL N a� r- . 1 .27 r; 61 .37 _ , 6 .29 N ,,� N • 3 0 60.30 60 L GB ,- FL-GB F -GB � 5 r' FL 5' � � FL GB 61 .7 1 .7 10 I 5' = z FG GF=1262.17 6. 62.6 I I GF 1261.67 61 •5 12 - z z 6 2. 1 FG I 61 . 1 j m 0 3 61 •8 w �--� o FG I FG o - FG a� _ FG N N W I - FF-1262.67 2 "5 t PE=1262.0 ' I I 4 4 7 5'I 7 1 r- •1 23 41 FF=1263.27 FF=1262. 17 /2A =1262.6 PE-1261 .5 N ,-f - ' II I aaW� I I E.. 24 L�o 3N z >62.0 6_ Pr)62.0 m INN-N-4 FIG 1C I V_ z '- 5 FG 6 . 1 H 3C � I� I ? R I 61 .5 61 .5 61 .35 61 .25 62.6 62.6 /FG FG FL ' 61 .7 FL FG I 5 FG 10 ! 5 1 _ � I FL HP 60.82 60.82 �- - � � 61 .84 I All ON FL � 61 .93 FL � I I � 61 .2 - ,�- I � FL FL-HPmose -00 .00 �? 0'/ Lo 62.3 00 - �- _ - - RFL-HP- -ca 0 db0 a c) d \ Q LD � ` a O Ln Lo -_ CD 60.00' - - - - 65.00' '�- F_ a NOT ARCHITECTURALLY ENHANCED ELEVATIONa0 ` I l FT m i INDICATES 9 (0.75' ) DIFFERENCE FROM FINSIHED FLOOR (FF) X9.42 - - � TO PAD ELEVATION (PE) # a i CONSTRUCTION NOTES W Q w w LL' Or INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) z _ �� (NDS #40) �' INSTALL 6 ROUND PLASTIC CATCH BASIN (NDS 101 OR 201 ) WITH GREEN PLASTIC GRATE Q Of 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO. 303 20 10 0 20 40 60 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 l PLANNIN© � DESIGN CONSTRUCTION a Z SCALE: 1 "=20' Q 40814 COUNTY CENTER DRIVE TEMECULA,CALF-(~92591--4679 LD1 0-064 0 G 0 N 8 U Ll N C3 951.676.8042 ■ FAX 951.1876.7240 ■ www.RBF.com Q ' RIVERSIDE B.M. T--29-81 DESIGNED BY DRAWN BY CHECKED BY SHEET N0. � RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF R SCALE �p�ESS jp RECOMMENDED BY: DATE: ,�� CONSTRUCTION CITYOFTEMECULA DEPARTMENT OF PUBLIC WORK 2--1/2 BRASS DISK IN CONC. CYCLIDER �O (� �! TCB TCB TCB LOCATED FROM THE INTERSECTION OF FRONT ST. � �y SUPERVISION OF L HORIZONTAL �� •� �� � PLANS PREPARED UNDER THE CALIFORNIARD. AND MARGARITA ,,..� CONTRACTOR ......- AND RANCHO o V.. PRECISE GRADING PLAN `�' , . � ACCEPTED BY. A � RD, IN THE N.W. CORNER OF THE INTERSECTIONcoo p r., G� � I 1' E. OF A 7' CHAIN LINK FENCE, 21'X16' AS NOTED •690$9 ��r,' GREG BUTLE ... ^S.I Y:J%t.: w :.T:SY. AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. �I MR DATE: ��" DIRECTOR OF PUBLIC WORKS CITY ENGINEER �t�� .��x�,.�A=-.��� PASEO DEL SOL TR 24188 INSPECTOR . � ..v... � N0. 94 N. OF THE CENTERLINE OF RANCHO �, R.C.E. NO. 47109 CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERT I CAL cp e j V l� THOMAS C. RNS I DE ., f ARROYO - LOTS 18-24 ,p �� �198�.•... DATE COMPLETED 1' W. OF MONUMENT. l' Q� R.C.E. NO. 69069 OF 10 SHEETS ADJ. DATE 09-13-82 N/A ELEV. 1128.41 57. 2 0 TC � N 74 -73 .r- L8 _ I I f r ss` " 59.5�6�.7 46�:00 65.2 I cn . FL-HP LFL-HP i - I a a - - - . I J cq J � 64.4 -- .� W � � , in 1a I rn - Q 1 FL-HP 59.3 Lo 30 0FL HF I a �- 58.88 66.49 r- `� J ! 64.20 Lo ' ( -� .� - _ . ` I I FL , , , 1 ! 66. 15 .-- I FL I 4 6 20 20 6 4 FL �-� FL 63.8 --- - t FL M 1 ' - 10 6' - S/ /w O S 6 7.0 J10.6 FL 1 un I S I 59.8 59.8 16 7 I l .- r 64.�' 1 61 .4 61 .4 �6. 5 FG 67,0 120 J J 64 , I 1 1 FG FG J I FG_ FG •7 FL FL J TC I i FG 1 ! Ir 11 .2' 62. 1 62. 1 5FF_1267.67 1 . I J�M, I I t I � PE-1267.0 FF-1265.37 FG FG L FF-1260.47 > i I I.�I (o I I i PE=1259.8 J ! � � � I _ ' J 54 8W 11 4 PE 1264.7 I w .1 FF-1262.77 1 1 4 a 29 I I I � 4 7 J J ( P =1 62. 1 ~ I ~ .1 57 � E 2 J J 3A " . 1 55 a 5 I 4 , 0 I I 0 3 r 4 1 1 r 1C J I - I I 56 ,� I z � I I /1B I 1 1 ....., � I .2 � i 11 � 1 a 2A z i Ilz w � w i a z � ' 1 � ry � 0 � $e J I � � i 61 .8 66.8 - I ------- 3 0 1 1 © C,/� ! J 6 c� � cy .1„ I • FG 7.o I J �, 0 be I �, b i I 59.5 I .. J FG 6 4.4 N "� I ' = 262.27 'r•- .- FG 59.7 1 o. G�' 1267. 17 � I I 11 .. 61 .8 1 I I , -. 12.2' �. 6 4.2 _G 10 6' GF 1259.97, FG 16.7 5 >< 60 98 5. soon w J 65.96 +.n 10.6 -" 264.87 F"G i • 1� J 1 65.63 - a1 58.33 I L r- 6 11 25 FL G8 0, 60.94 1 5 .73 • JW .. FL w 63 r• r - w 0 TL-GE3J ! �. ~ - . I F Gg � I - 1 �- FL GB ,-- 63.24 1 .4.. _ FL GB Lo r / 1 as �- Nv ,� cn J J .- GE1 ( pyo c,� nn� 55.5 so Of 04 up 71 At . RAW "♦ -- T•M J w U. Ln � r �- !� 1n L L �O W W 6 6.o O .rrn.� �� -ENEMIES jrrrrr r.wwr 73.42' 66.00 - 62.35' (65-54 >_ cn U) TC Dr Ex ST. &G (63.23 " 58.26 \(56-08)17 �.: TC 62.40 � � ~ 4.90 C) 00 �, A TC A TC A TC - _ RIM n' 0 rn R I M EXIST. 8 S W --M- ON , ~� ` 16 �a %b vD 15 �o �0 14 00 00 �' -�- ,- + MWIPI Wo o 00 L �' Ln `� 20+24.92 FORA SHAW D . (66.85- _ GARC I A WAY , 1 TC w" v 64.5 �., �-, 13 50. 16 CL GA CIA WYE � 60.73 a J TC -� �, � 56OQ + � EXIST. $ WATER - EXIST. C&G � ZTC- 65.50' -... 1CNI 1970sLL ~ R/W CN a _ 7.28 00 5.06 FL-GB I FL-GB J FL--GB °' f'o. �. 68.2 6. .6' 1268.5 ��'1266.27 64. 73 ! J J z FG I J ! W �8. w 6 66 ! o FG FF=1269.47 c� ! � FG FG 4S 1 � 2 J J cW •9s, / E ,-- ---1 68.4 2 PE 2 � a � 4 5 j -q- I 43 J 14' � Bw .. T2-A-\ J I FF=1266.77 72 / i J PE-1266. 1 68.4 \_!Kj - ' ! / ! I t FG 110 4'9 68.4 J FG 6, 'J ! � w f3 C J 67.7 J R a ! io 67. ! 66• 1JFL7 66, 1! FL 10.6' FG / z " FG 65.25 / ! 65. m !' v -� FL / c� I 68. 1 I w I.n , I a J FL-�-HP 10 a 01 65.8 04 0 65.50 v FL�HP 0 � J CD � NOT -- - o ARCHITECTURALLY ENHANCED ELEVATION l 0 m D s w d 0.. �C w U w a_ 5 CONSTRUCTION NOTES CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 0 z 0 d ry CD 20 10 0 20 40 GO PLANNING DESIGN 0 CONSTRUCTION C) Q SCALE: 1 "-20' Q 40M COUNTY CENTER DRIVE TEMECULA,G 92591-4679 C O N S U LT`I N L3 951.678.8042 FAX 961.676.7240 • www.RBF.com LD1 0­­­­E064GR 0 d DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T--29-81 DESIGNED BY DRAWN BY CHECKED BY ,/ SHEET N0. CONSTRUCTION RECORD SCALE �D��SsjO RECOMMENDED BY: G DATE. � TEMECULADEPARTMENT OF PUBLIC WORKS a �� � y�! TCB TCB TCB 2-1/2 BRASS DISK IN CONC. CYCLIDER �p N LOCATED FROM THE INTERSECTION OF FRONT ST. �� AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL ,,,� PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR o ,r-+ ACCEPTED BY: DATE: I A 1 �'LANLn RD, IN THE N.W. CORNER OF THE INTERSECTION �• �-� �' RCG SE G D . 1' E. OF A 7' CHAIN LINK FENCE, 21'X16' d AS NOTED w No.899 � r' fR � GREG BUTL INSPECTOR AROUND S0. CAL. GAS VALVES, 40' N. OF P.P. ENGINEER .. . ,1 �► DATE: DIRECTOR OF PUBLIC WORKS / CITY g (NO.#) 94 N. OF THE CENTERLINE OF RANCHO a " i'z PASEO DEL SOL TR 24188 s R.C.E. NO. 47109 CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL j v j\.' THOMAS BURNS I DE a � � Q+ �fA� 1989.. .�.. � 1 W. OF MONUMENT. r Q R.C.E. NO. 69069 fa ARROYO LOTS 42 , 43 & 54-57 DATE COMPLETED t�` � �14 ,N�oOE J 0 SHEETS ADJ. DATE 09--13--82 N/A FCA ELEV. 1128.410 e v �.. 73.8 -- . -- - FL-HP cn 73.41 10 1 680 �-- .�- 73.4 0 25 FL FL I�, 1 ` 5' 5' 1 I 1 74. 1 74. 1 1s_ FG FG (n 71 .5 1 -- __ -- -- - •6Q- -- IV FL-HP - ' v - - -. 1 ov I F .1 I I o I�" I � 1� I FF_1274.77 69. 1_ d. 71 .29 � 000--1 FL-HP I� 1 - PE=1274. 1 I I �. 70.9 5 0 1 4 N o 4 I I FL FL I !r-- a , 114r6j 71 .8 71 .8 12. 1 1 68.7 68.77 1 1 A __..... z I FG FIG 1 1 FL FL 11 2t 1 It 1 I I A. 5 _ FF=1272.47 1018 69.4 69.4 6. 0 c� 1 I _ I FG C4 73.6 N PE=1271 .8 I I FG 2 `o 11 � I 1 -- FG 73.6 I CO I l FG ! 115211 FF=1270.07 1 (�'=1274.27 ` 1 5 1 1 t BW t I _ .1 I I 4 3C 1 0 PE 1269.4 2.84 72., 4 1 IF-6- 7 1 I db 1 FL-GEJ 1 114' 53 O I 1 FL-GB 1 I I.., 04 5 �0­4 - Q 2 B o ul � I i 0 1 I � 0 11 � N(.� cn � . 1 LL_04 s N 71 .6 71 r I I 69r 1 r 1 i8 F z FG FG I 1 � G cffiw� 11 001-1 , - . ' GF=1271.97 12.2 10. GF-1269.57 U,4 1060 i S 17 76 70.43 1 6, .28 N - 1 # -_ 1 .�- - �. 9. cr- (72.33 1 FL--GB FL GB M FL GB_ ,_ - -. 1 N a �, FG . TC - I - N o '�- °° 1 I o o ! �� `'� *o 1 68. 17 N 0 FL- A ' in oo w R�W _ co w , - ko _ .._ � 66.67' 66.00' + 70.58 00 TC co (7230) 70. 18 ., RIM TC (68.87j EXIST. C&G 67.85 vV65,54 > to EXIST. 8 SEWER- A TC TC A o TC r . ON c "'-- 3- 18 w %0 >: O .6 17 A ?�__ -L- 1 -4 *% C:) �' " o - GAR I A WAYw-i` u cu 00 0q �, cu 00 ON � w r: � 72.71 71 39 �' 69. 1 '" _ (66,85), N --_____ EX I T. 8 WATER TC oo -�` av --� TC r• ov TC TC U XIST. C&G , U /Tcto (o a 52.47' 64.20' 65.50' �- s w R/W w cn a w -�, .-A. 0 oo v� 12 73.26 1 cV r- �. r• ,� ? 0 I 0 I '8 ' I 69.34 cnl ( FL GB cv -� r� I 69.34 --- r• I I 1 .69N N N I FL-GB 1 1 N 5 �= 71 .7 N FL-GB 3.37 00 74. 1 FL--GB FL_GB 10,5' GF=1270.85 70. 1 5 FL-GB r' G ~ 1 N I F 1273.15 12 ! 70. 1 FG .. 1 72.9 I o 0 7074 GF=1274.754 1 72.5 FG ( N FG N I o -- FG Q 74.5 � � N 1 - 1 1 FG FF- 1275.25 ,I I 1 6 4 4 PE 1274.5 1 1 I • I I I ` ak Z = �:1 CN 1 11 F--i 7 1 1 1 4 FF 1271 .35 a 4' Iz 46 22 Jim FF-12738.65 ! 0 PE-1270.6 o w X 1 11 ! N N I � 0 P =1 7 .9 Z FA /28\ ( ( T- N E 2 2 � 1 1 H Zi 4 1 44 � i Z 1I m I\_!L/ 45 BW /lB\� r I V-- .. S I I m 2p 74.5 . 1 �- . 'p 74.5 I I 3B t I o R a FG ! I ,--- FG 5 R I •1 ! I ca 1 72.9 72.9 1 70.6 73.79 1 I FG 1 70.6 73.79 g FG 1 I 5FL 0RZFGFG �n FL ! i 0 72,22 72.22 1 69.91 69.9 0 • _.. _ _ FL in FL ( FL io FL a_ NOTF=5* N I � -- 1 to 74.2 • . 3 INDICATES 9 (0,75" ) D I F'FERENCE FROM F"INS I HED FLOOR (FF) FL-HP N -towI � TO PAD ELEVATION (PE) . 1 1 72.6 I I 70.3 I 0 1 1 FL-HP 1 1 FL-HP i m Off w z In SCq�e. w �0 W .CONSTRUCTION NOTESm 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 0 Z a Q 0 20 10 0 20 40 60 ll PLANNING ■ DESIGN 0 CONSTRUCTION J . 40814 COUNTY CENTER DRNE SCALE: 1 "-20' TEMECULA,CALFOFNA 92591-4679 C®N S U L"T 11+1[3 951.676.8042 FAX 951.676.7240 wwwfiW.com LD1 0-064GR o Y REVISIONS AT A COUNTY OF RIVERSIDE B.M. T-29--81 DESIGNED BY DRAWN BY CHECKED BY SHEET N CONSTRUCTION RECORD DATE B D E CCD SCALE qt0�E S S j4 S E 0 Q y� RECOMMENDED BY. �i DATE. 7 / DEPARTMENT OF PUBLIC WORKS Q 2-1/2" BRASS DISK IN CONC. CYCLIDER p TCB TCB TCB LOCATED FROM THE INTERSECTION OF FRONT ST. �' �� �^ N CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL ,`` , � 'yam PLANS PREPARED UNDER THE SUPERVISION OF 0 RD, 1N THE N.W. CORNER OF THE INTERSECTION ,�.� ACCEPTED BY: DATE: �� pfd CI-SE GRADING PLAN Ln 1 E. OF A 7 CHAIN LINK FENCE, 21 X16 AS NOTEDwrN0.69069 l c =0 GREG BUT ER INSPECTOR AROUND SO. CAL. GAS VALVES, 40 N. OF P.P. ,y ' TCENTERLINEF RANCHO r DATE: D I RECTOR OF PUBLIC WORKS / CITY ENG I NEER Y -_ p� (NO. ) 94 N. OF HE 0 :r,..x:'�"��:x Gi PASEa DEL SOL TR 24188 < CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL s j 1�, THOMAS C. B RNS IDE R.C.E. N0. 471 O9 V �� ,. .:...........:... ..,,., 44-46DATE COMPLETED 0 R.C.E. NO. 69069 p1 w. OF MONUMENT. �t" ,�a�..�.1989�..�� ARR0Y0 LATS & ADJ. DATE 09-1.3-82N/A of ch •N�° OF 10 SHE-ETS ELEV. 1128.410 57.89' 106.24' I , I w I I 62.•96 3737 .1 -, 6.91 - ] r r 33.49 lopI 56.9 to �' • HP-FL co a 6 O56.39 56♦58 r ' � 00` �' ��V 111 g FF=1275.47 FL L 1 PE=1274.8 � w- �- cv •49 57.2 57.2 ppippippip"I'll"�i®r 5 FG FG :z 50 �., � - E!;� I x • 0.0 V + L w DR `1 -� FF=1257.87 c - �? ` �j.� .��"1 6.2 �- �- j 1 PE-1257.2 4 56, 1 TG a �1! 7 55.50 I E co , FF 1275.87 �p PE=1275.2 0.0 0 107 1A 56,9 42.49' 49 ��, a� I °' ago 1 z oc) FG , I � �,I Rcv co co 60.4 LF /3B tKLb -� 0.50% �' •4 ' `� oo �-�' w 0 57.2 .. 0 �• - � � • � � 56.39 4 I FG • � I�-- , �' f GF=1257.37 ao c� D� �3`, ._. 5 FL HP Iry (3 570 �. . �v 5. 6 �� Lo FIG I w 1142. �39 •,� s�� 0 3.30 �- ` I ,� S • TC W w N N 74. 17 �p S -�- ---- 18. 16• - . 74.59 ` � �� � 7 TC � - mill - CB-F t.+ w 41,40 FL 1� MiN• - - • T 72.8 I EXIST. S/w 4• Vol • �. . 72.33 .�2 R 'M 1•► 38.7 LF Lo 75.2 20 i 0) @ 1 .6% 2 TC 4 55. . -� -� ". 1 .43' 12 D WY. �. EXIS S TC 5 3 FG o cn r� 3 12 D W . 5 8 SEWER 55,66 � � 5 �3+50. `� 0 • 5.5 73.59 7 .90 16 ARC I + 13 4 .50 cn � TC R I 92 �, BR .--.. 13 5 '55.166) A St�q W D AC � 16 8 D WY. 4 I FF-1275. 7j, 12' D'WY, ,� --- R. � --t 55.20 I E 8 5 EXIST. 8 /� O SEWER Y _.._. _.._ I PE=1275.2 F'S 73.50 13+20,65 �- UD 4>11 c n 4 5 Izo15 14 w 3.04IE �- IST'• 8�� 16.9 D WY. -� 74• WATER 55.53TC4L 7J�48- G CI ., QUAY 34 . 7 E H � . 55....03 �- 5 0 I 2A TC 39.9 LF 1 D WY, O TC o � 2 6 5 �, - - � \3-j TC EXIS &G -75,2 is �'. .99 \ / I I 75.2 FG '` EXIST. 8" WATER22.6 1 \ � 8 � a 37.8 ' FG '0 c� C&G 4. 0 EXIST. pill -2 C 1% . 3.71 ...,. to [n TR/W 73.91 T `.� � 4bq co 74. -A 736311E lip 00, It II FL � t•°i�� ��• ,c` � ` . .03> R w FL-G8 � � 57. 1114 �,-- . FG c� �' /� 56.8GF=1257.271n 5 56.22 FG 2 FL�-HP E�"� �• ,rye cy / �4/ / � �- . 4 Ir �w CN 60.5 LF P9 �. - _ / z .. � 1275.95 G' c� � � � / I 2 / � '� � � rL PE=1275.2 / V / FF=1257.77 4 C) � 0.58 r- I vn C� F471PE 1257. 1 r -ac � .. 4 ,1 56.7 0 � � 71 i 3c o � G "L , �'�- /�. / 55.93TG / z 1 C 55.421E 3 w < . � �. / 1 4X 57. 1 .2 w I / `r 56.59 1 FIG 57.0 ' - - 6 XX 00 5 � a 5.6.22 - ,`� 56.8 � FL HP-FL a CD NOT -- _ Q ARCHITECTURALLY ENHANCED ELEVATION 0 - - O ]�C INDICATES 9" (0.75' ) DIFFERENCE FROM FINSIHED FLOOR (FF) co -- - m TO PAD ELEVATION (PE) . '� :D 59.37 47.05 � �C ¢ 1 ' .� V) 0' Q I 20 U w a_ .CONS -- RUCTION NOTES-- C� 2 INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) 20 10 0 20 40 60 20 10 0 20 40 60 a " N PLASTIC CATCH BASIN (NDS 101 OR 201 WITH GREEN PLASTIC GRATE (NDS #40)INSTALL 6 ROU D ) � CD 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO, 303 SCALE: 1 "=20' PLANNING DESIGN ■ CONSTRUCTION SCALE: 1 -20 J 5 CONSTRUCT -RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 � a Z 40M COUNTY CENTER DRIVE Q TEMECULA,CALFORMA 92591-4679 C d N 3 U L"T I N C3 951.676.8042 FAX 961.676.7240 www.RBF.com LD1 0- a N RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29--81 DESIGNED BY DRAWN BY CHECKED BY SHEET N0. CONSTRUCTION SCALE Q�OFESS joy RECOMMENDED BY: DATE: 2- DEPARTMENT OF PUBLIC WORKS a » '�! TCB TCB TCB � 2--1/2 BRASS DISK IN CONC. CYCLIDER �p LOCATED FROM THE INTERSECTION OF FRONT ST. �� • y p CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL ,� 'yam PLANS PREPARED UNDER THE SUPERVISION OF �'' � ACCEPTED BY: DATE: �� `� RD, IN THE N.W. CORNER OF THE INTERSECTION �-. f / r f�fEiE ��� f�LAN Ln T r l' E. OFA 7' CHAIN LINK FENCE, 21'X16' 0 �' AS NOTED No.69069 � �' GRE BUTZR `'� f INSPECTOR AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. `�'� Y �` ' CENTERLINE OF RANCHO � � DATE. � � �D/ DIRECTOR OF PUBLIC WORKS / CITY ENGINEER NEER g Y. N0. 94 N. OF THE PASEO DEL SOL TR 24188 C #) VERTICAL J' N THOMAS C BURN IDE R.C.E. NO. 47109 a CALIFORNIA RD. FIBERGLASS WITNESS POST SET �' CI Y l�- " :. ,, �d �. .�..� P ETD 1' W. OF MONUMENT. t o R.C.E. NO. 69069 f,a: .isee:..... ARROYO LOTS 47 50 , 58 & 71 �- DATE COM L E _ f 0 �. NO 0F 10 SHEETS � ADJ. DATE 09-13-82 ELEV. 1128.410 N/A F �A = _ 3.34'-29-.0-19 -16'0912,219 r -- 3.34 58.0 0 FL--HP } 57.3 57.6 57.46 U) 57.73 FL--HP � ' FL--HP FL FL 5 58.3 58-3/ 6. lift LO .• " 2 FG FG 78 r- ul 56. 57. 1 �n 57.3 �'' . 'L�l FL 11 ' FL FL zl . 57.6 57.6 - 1 .55 r� 6' 57.9 57.9 5 FG FG O " --- � FF 1258.97 �v r- .� � FG FG I ` PE=1258.3 _ I�r I � 4 i FF 1258.27 • 3 FF=1 58.57 ui N ,I NF6fll PE=1257.6 N • PE=1 57.9 5 V_ z z •1 /-ic , 59 � - 60 �I 0 57.8 4 I 7 � BII--~- /"3C\ I FG z z V-I .6 57. 18 . 56.83TG �, � � .1 ' 3 f C7 c� 7 0 56 23 57.7 N 57.7 58.2 o FL .1 FG � �- , FG 6.43' � 5 � G - 258.47 1 GF 1258.07 5 , 57.6 57.6 .�.� _, 8.34 FG Q] 56. 8 6.89 FG J1 � 57. tO FL-GBx .� FL�-GB r• �GF-1257.77FG un r- - :' � �: � � � 1111,10 56.25 1 6 0 � N '� r- !�. . .►, 1111,10 0 56.5 a FL-GB FL-GB 57. 1 p co U) " �- (0 ,00 T_ 00 ��0 �? FL-HP oCNN `n (Q u� �? v �- N N -- s " LO 2 �. ,,,,,, ---, 56.74 (1�N N ice- v~- cU dooms . TC jj .�r Adialogs �. �.�.. RAW W W 57.30 "doods $4.3 '' o-- -o- F � (56.57) 3 1 54. 1 L 2 TC 55.66 2.87 1 . 1% �o >- 56.43 e) x� TC EXIST' 0 . T. C� � 56.43 TC EXIST. C&G 56. 14 � n TC •�,;�' 1. 49 SEW 56. 10 2 c•I o0 119 D yr 9 56. 12 T _ + w 1( Y. WY, 12 ,-- sGARC 4 (55.53 55. 77 .. 1 + 55.661E UD r- c� 56.34 TC 5 rC 5 Z 4.33 - - + 4 TC .31I 55.79 43. 6 0 55.88IE � � 16.9 D WY. 5 ' -- &��lsTC 16.9 D W Y. R M o 5 - .- 3� 56.57 EXIS C 8 56.04 5 . 14 `y TC TC WATE a T _ 55.79 TC T r� EX I ST . C8cG ,� 5.331E 4 �. .2 3.3 LF 33.2 LF "� Ir° 0 0obw- . 7 7 0 0 0.60 2 C 54 P ,,,,,., Do 00 If 4.$ - 56.82R/W W S 6, � go FL-HP ' "'t 16 C%4 2 U) rI ff) 2 5s w L 2 LL � � � " s6. '4� '09 T 1•.� 56.58 °' �` 5 .57 • c 4 in u- T �.. 9 5s. �. i 00 56.59 G cd G 491 HP-FL 6 F GB 56.08 I E ®r- .4 S7, b*� r�� r i 9.85' GF'=1257.97 7, � 11-X36 5.059 w 1 5 / 7.8 � c� 57.8 4 ' FG FG 7 .. • • � 0 z FIGi-�1 F---1 •rte * "� Z 1 M-I .E ` FFA 1257.97 "o " GF= 25 .77 7# o "? D FF-1258.27 PE=1257.3 CD -- PE--1257.6 57.6 �-- -,. tn5 �FG 7 FF=1258.47 6 ; 70 56. 1-- 4 ' 57Ift PE=1257.8 FL-GB s LO s � 2A 6$ o 5 3 /38\ w57 8 \_R_j57.8 0 - 0.6 ' 8 57.6 57.6 --f ' FG FG s� • 5 FG .79 7 ,�� z 56. FG a. 4� 57. 11 57 11 ';. m56.79 w FL FL LO FL rn 00 • cn � 4.8 p N -- . LL ~' �' - o --- ...,...... o - - 57 va 57.5 ,,� � '3 o - 39.079 FL--HP � FL-HP c� -- 73.44" 58-20 0 - - 20 10 0 20 40 60 0 ARCHITECTURALLY ENHANCED ELEVATION - -- - _ SCALE: 1 "=20' � w t o� w U) u Lu CONSTRUCTION NOTES a_ 0 z 2 I-NSTALL 3" PVC DRA I'N PIPE (SCHEDULE 40) 0 ATE (NDS #40)3 INSTALL 6" ROUND PLASTIC CATCH BASIN (NQS 101 OR 201 ) WITH GREEN PLASTIC GRc� 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. No. 303 PLANNING ■ DESIGN ■ 130N9TRUCTIC]N 5 CONSTRUCT RES I DENT I AL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 a z Q J 40810 COUIY1'Y CENTER DRIVE ■ ■ 1� TEMECUL.A,CALJF0FNA 92591-4678 LD1 0-064GR C) C❑N S U Lr'T'I N C3 951.676.8042 • FAX 951.676.7240 ■ WWW.RBF.com U ' F RIVERSIDE B.M. T--29--81 DESIGNED BY DRAWN BY CHECKED BY SHEET NO. � TE ACC'D COUNTY TY O E S S VISIONS DA � 1 BY: 'V DATE: 7i�TCiTYOFTEMECULA DEPARTMENT OF PUBLIC WORKS O CONSTRUCTION RECORD DATE B Y REVISIONS SCALE �� aH� TCB TCB RECOMMEND „ ! TCB � 2-1/2 BRASS DISK IN CONI. CYCLIDER �o � � LOCATED FROM THE INTERSECTION OF FRONT ST. PREPARED UNDER THE SUPERVISION OF TA HORIZONTAL ,�`� � ��, � PLANS PREPA E � � ,n AND RANCHO CALIFORNIA RD. AND MARGARITA ,.r CONTRACTOR ACCEPTED BY-. DATE: PRECISE -CfRADIN O PLAN n RD, IN THE N.W. CORNER OF THE INTERSECTION ,� � G� 1 I 1' E. OF A 7' CHAIN LINK FENCE, 21'X16' AS NOTED No.69069 � r'' EG BU ER AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. , DATE: DIRECT OF PUBLIC WORKS / CITY ENG INEER - = a� a'rti.-tiz PAEa DEL SOL TR 24188 INSPECTOR �x F RANCHO ' (NO.#) 94 N. OF THE CENTERLINE O �, C DE R.C.E. NO. 47109 � ..-.....•• • s THOMAS RNS I �► o CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL C f Y lti ARRaYa -- LOTS 59-61 � 68-70 MONUMENT. .l Q� R.C.E. NO. 69069 M ON UrA 188 �4�o OF 10 �HE�TS � TE COMPLETED 1 W. of �" 1� `°'� ADJ. DATE 09-13--82 N/A or .CA T_ ELEV. 1128.410 3 I f I I I I Elm 00 11 .- . �. U L- cw cy ti 1 Lo i I �,•� s8 1 I I � o► • , . " ,.. w 1 I I FF=1 59.55 PE= 258.88 YA: 1 1 1 lop 57.68 - FL-GB •o - .1 0' 4 a FF=1259.55 0 \ • '' • PE-1258. v S Zr-: ro% /lB 3900 �" � � •08 S W s � �� \ \ \ r 00 ? -rte \ \ WWI LIP. tp 56.82Alb TC 56 8 O • V . le I r OO \ (563 T 4) '�`� �,�' 9 TC 00 .99 TC S ' \ \ 5-r. C&G 56.57 c6 .53 I, ,,,�._ (56.43)1E)( TC v- p•a9 2 \ \ \ TC �Z p.�9 I.0 \ \ �� GARC I A iNAY � (57. 13 � � 5�' 5g EX IST. 8 SEWER -'G \ � TC =9IE \ 1 11 00 \ �- (57. 10 4 vr5 8 1 c� �n t.... 00 \ 1 56.35 >- R I M 34.4 LF " . 4 �' 2 FF=1259.47 v 1 1 55.89 I E r�7 0 .8 EXIST. 8 W TER .�.� n , 5�►, (56-34) • � 12 D WY 8 PE-.1258.8 ` 1 � - s 5 �7 F'�- l�P I 1 TC /TCcn • r� .3r + �. (56.571 �, 57.05 `s 8 64 � v , • 1 1 1 C-aj TCTC 56.84 / �' �- �. 3C� R W �' v' 56.82 �� I 1 1 1 .35 2 TC (56 87 52n �,� - ` • , 1 W 5 i5 TC --�.,� 2 w i N ,0' is 2G L I 4 � T.: • . � .,.� L oo L � >_ 31 .fi LF N as a O� .41 ,� � 5 7.5$ §001 r� uo �� � �- W �. G$ MIS, 8.� I 56 85 TG 5' LL "� �, 5 M " ' -� -' I 3 a � �� I 6.251E FG GF1258.37 ' .`� N �� �' ' •� �� �, LQ 57• 0 ao Cql _ 8 rV I v FG co �' � 58 �, � 1n 7.04 cv � V1 '00-p D .. w LG •�, •p0 / . (5FF=1258.87 i �. . N � ' FF1259.47 PE=1258.2 .89 FF-1259.47 Ao �04 PE 1258.8 CN \� PE=1258.8 - • .i o �G5 �• / .... 'fl c ..r I W 57.600p 1 � � •�° � � 3A I ( cn o " -G� 2 B off` �.0 z FL c 58,2 ' R ,a. . 4e, , 58.2 . o '.. •j, rb 1 m G F r`a G � c� 58 57.4FL " •� 4�' s, / c� lop 106 . " tk a 0.0 000 00 CD 57.9 <D / / 0- 0- NST PE_t�P � �•� cr. � 5�.5 / ARCH I TECTURAL.L.Y ENHANCED ELEVATION _ Do c3` --- 60, ` 0 INDICATES 9" (0.75' ) DIFFERENCE FROM FINSIHED FLOOR (FF) m TO PAD ELEVATION (PE). 71 r -- F- 100s r • / Ld -9 V) f Ili -- - / f w CONSTRUCTION NOTES n q) INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) INSTALL 6" ROUND PLASTIC CATCH BASIN (NDS 101 OR 201 ) WITH GREEN PLASTIC GRATE (NDS #40) 20 10 0 20 40 60 J PLANNING � DL8113N 0 CONSTRUCTION 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO. 303 a . 207 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. SCALE: 1 =20 z 40810 COUNTY CENTER DRIVE Q TEMECULA,CAUFOFNA 92591-4679 C 0 N 3 U L.T 1 N f3 951.070.8442 FAX 951.676.7240 • wwwfiBF.com LD1 0-064GR a d U REVISIONS DATE ACC`D COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY SHEET N0. � CONSTRUCTION RECORD DATE BY SCALE J%ovE s fay RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS c „ �! TCB TCB TCB �- CITY OF TEMECULA 2--1/2 BRASS DISK IN CONC. CYCLIDER D LOCATED FROM THE INTERSECTION OF FRONT ST. � RD. AND MARGARITA HORIZONTAL ,�,�► .�Q'' �J, � PLANS PREPARED UNDER THE SUPERVISION OF � CONTRACTOR AND RANCHO CALIFORNIA �, ,.. of �ePLANr �, ACCEPTED BY. _ DATE. ,� r RD, IN THE N.W. CORNER OF THE INTERSECTION PREUSE �1 1' E. OF A 7' CHAIN LINK FENCE, 21'X16' w NO.69069 d r� AS NOTED � � REG TLER �' � f INSPECTOR AROUND SO. CAL. GAS VALVES, 40' N. of P.P. °G , DATE' / / C WORKS / CITY ENGINEER _ +� D I REC OR OF PUBLIC I g �--- N0. ) 94 N. OF THE CENTERLINE OF RANCHO "� PASEO DEL SOL TR 24188 VERTICAL J' � THOMAS C B IDE R.C.E. NO. 47109 , a CALIFORNIA RD. FIBERGLASS WITNESS POST SET , el y 1\1 , DATE COMPLETED 1' W. OF MONUMENT. l 0� R.C.E. NO. 69069 ,''fa ;1959: ARROYO -- LOTS 62-67 �- ADJ. DATE 09--13--82 N A QF C�A�-14 �,04 � 10 SJ�-��Ts i ELEV. 1128.410 64.57 � r s4 � � • ` c��� SFS J 5 cB �/ FL �►, �� 56.00 \ ^ - �ti o� � ��, FG '116N 1256. tK HP �� � G8 PE-FF 1255.87 INS> .000 FFA 1256,37 � •� � PE-1255. c �`�� S4/ „"� s'S,� �S `S'cc•�, � 53.59wppppw � 1� � � @ 3C * `N '3 , o� s. , F�a * ���c�8�ti � �� � ��� s � Rfs?9 54.3 � � �\� � 6 �S 3B 4, p S,�?� �� .� < `'� � � 6 �9 �� r `.'q � 5� ,GB � � �� 54. 15 �� • ,? 11>4� , �i ti �`c .9 . Tj \ j � � js o i �" W� 55.8 FL �y1 � ,� Tc �`�4 pQ � •off F RZj`�c9p � N �0 FF=1254. 7 106% � ` � PE=1254. 7 ? FF- 5.87 `� �: � . sx :2 \ o G � \ h �, •J � � .� 12. 3 S 8•�q � 0, 3 .1 M4O ar \ -12`x' ' �y`' te 'QPE3 255.2 c 8 - • g .� 2 A 54.3 59 R FG �• � GO > as cs � 2A * ti� ��/ �� `�f G� �`LX ���ssq � a� No� GF=1254.47 'l R 54.1 #1 L-G13 60 � �� Q�6� �% �9 S T / �'S2� �6 d- � FL-GB VoN -p' ,,. � Rl �b 9 / f� s4 � � �' 1.2� o C&� � � �°� � �.✓ � !v '�9 � �� 'ssI£ c 4 "' MOONS& w _ o � � 92. � �Xl � a y ti / S cn rn � � ` ` S�� --c •� 110, .6/ �� , / moi � 1. 7 \ G 10 � i/ C3 �k,4 �� S ��11 �Np� ,,, RIM 0 N ,� � � 10< � ti, 100�.I � cyv ry q � M \(51 .9 2p (pN �� /v► �1 'b i � s � 0)" 1 o.% TC ��' � �7 N 1 C ^° 4 5 1•80 rc s-' _ i B ADS AW DRIVE _ 1� 1s� • � �1 �? �0 Q � c,�, 1,34IE TC i. 7g cA _ -{ ._. ------ _ �� E vSir 1 � .000, �wr 'yam - 6 - 0000 �s. �• � //� w° °moo$ � o' / 04 �'� r�°'bdk '' �+ " C r� � 40 � / N / (b�Lg rn rC' `'• �6, � ti� � '��' FF=1254.67 '- �v�"' PE=1254.0 �9`S?�. ,c`G,'���j. �o� �1' �,. \o� I -. �. �.r., -. / - � 173 a 40 ic SIC �� %, '�' 0 • •>> � s ��' � 0.91 ? W 0 5r FA °1 c6 FF=1254.27 � u� 9 PE 1253.6 gyp. �f .)� F- � � / � �, � do \ c .9 ,�1 • c • / / C) 2B Cy) R 0 COCD NSTRUCTION NOTESCD NOTES: / I ��\ s O�, �,� ,c•`� � � '� �� � � O2 INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) N INSTALL 6" ROUND PLASTIC CATCH BASIN (NDS 101 OR 201 ) WITH GREEN PLASTIC GRATE (NDS X40) 0 ARCHITECTURALLY ENHANCED ELEVATION � CONSTRUCT PRIVATE ORA I N THROUGH CURB PER CITY OF TEMECULA STD. NO. 303 m PER CITY OF TEMECULA STD. N0. 207 z CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH � Ld LJ (10 W _ PLANNING ■ DESIGN ■ CONSTRUCTION 20 10 0 20 40 60 / 0 z 40810 COUNTY CENTER DRNE ■ ■ ■ reMEcuLA,CALJFOFNA 9259n-4e79 � / SCALE: 1 =20 ONSULT 1 N D s51.878.8042 • FAX 981.878.7240 • wwwRBF.com LD10-064GR Cp Q U DESIGNED BY DRAWN BY CHECKED BY e SHEET N0. � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC�D COUNTY OF RIVERSIDE B.M. T-29-81 SCALE Q�OFESS/pN' TCB Tag RECOMMENDED BY: �VL I�,��DATE: 7/�� CITY OF T DEPARTMENT OF PUBLIC WORKS o 2-1/2" BRASS DISK IN CONC. CYCLIDER ���Q P� U�� �y TCBall CD LOCATED FROM THE INTERSECTION OF FRONT ST. Ln HORIZONTAL ,� � d, PLANS PR ARED UNDER THE SUPERVISION OF /� � CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA � O ,.� y ACCEPTED BY: _ ,J DATE: � / ,.� � PRECISE GRAfl11VG f�LAN RD, IN THE N.W. CORNER OF THE INTERSECTION i' E. OFA 7' CHAIN LINK FENCE, 21'X16' AS NOTED w No.69069 m ; EG UTLER °., .r,', Q INSPECTOR AROUND S0. CAL. GAS VALVES, 40 N. OF P.P. � � - � DATE: QZ d� ��_ D I REC OR OF PUBLIC WORKS / CITY ENGINEER � -; :,,.�� ,a;:x� PASEO DEL SOL TR 24188 0 (N0.#) 94' N. OF THE CENTERLINE OF RANCHO �, R.C.E. N0. 47109 � ARROYO - LOTS 1 � Z � 40 , 41 � 7Z & 73 CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL J} C/�,�. �'1 THOMAS C. URNSIDEyon ..;. ::.�. ::::DATE COMPLETED �' W. OF MONUMENT. R.C.E. NO. 69069 ''' 989�� � OF 10 SHEETS ADJ. DATE 09-13-82 C ELEV. 1128.410 N/A 0F A�\ j I _ ~ ~ I N 63.55 — - -- -- - - • OD co- 53.7 FL-HP Woo .0-W53,27 FL Cp 55.0 5 . FL-HP follow Ar- �. ��' i FG LO 54,51 FF=1254.57 54,08 ,�- EL 4 -� � PE=1254.00 a� FL • 55.3 5 �r9 •5 55.3 �? FG FG �. a /lB �(2DT— 4 orQ 1 • PE=1254.3 5A,ZFF 1256.05 PE=1254.8 G PE=1255. a •Q �2L _ G� 1381 3g 010 F �z 1 B CSC �► <51,99) 54.7 � F � �• f 55.3 -n g FG r�V ' FG GF'=1255.55 - ..5 5 � fro 54iiiiiiiiim�,12 53,94 � ,� • • 8 FL-GB •- w FL-GBdoe ,.r -- . r%.%a 'gr v� �, '�, (51,70) v� � � W S � L'- LnRAW RI 53.50 . .• domain �. � ,�- -� `_' � 51,98 ���' �_ o LA1-01 i TC EXIST. C&G r y f 00 C .110, 3,79) C53,#Of 28) (52.91 (52,84 (p �+ T A TC RIM RIM � ,a cQ-�---EXIST. 8" WER6 -y BRAD� 5AW RIVE '000v V-4 u 15+401.73 CL BRADSHAW DR, o =12+20,45 CL NACKE DR. 1000 ____.__._T,_._.___�__�_� _ --EXIST. 8" WATER � E EXIST. C&G Cl -. K) OPENED mmopo "Moo No � � Lu VRI Vr � w i � u ! 0 ul 0 � m 0 b 0 0 0 M so `2o' CK I- w U) 20 10 0 20 40 60 CONSTRUCTION NOTES Lu 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 c� SCALE: 1 "=20' NOTES: INDICATES 9" (0.75' ) DIFFERENCE FROM FINSIHED FLOOR (FF) n TO PAD ELEVATION (PE) . CD PLANNING ■ DESIGN CONSTRUCTION J r r r 40M COUNTY CES DRIVE z TEMECULA,CAUFOFM 92591-4679 G II7 3!.!LY I N951.676.8042 v FAX 951.676.7240 WwW.RBF.com 11-11 LD1 0— a Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T--29-81 FSS f DESIGNED BY DRAWN BY CHECKED BY SHEET N0. ,. SCALE R�0 Dye RECOMMENDED BY• Q0DATE: � 2-1/2 BRASS DISK IN CONC. CYCLIDER p TCB TCB TCB / ECULADEPARTMENT OF PUBLIC WORKS 0 LOCATED FROM THE INTERSECTION OF FRONT ST. U,pId CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL ,� �' �J, PLANS PREPAR D UNDER THE SUPERVISION OF RD, IN THE N.W. CORNER OF THE INTERSECTION �, loe ,� � r, ACCEPTED BY. DATE. .� f�Ri'SE G � PLAN ,n 1 E. OFA 7 CHAIN LINK FENCE, 21'X16' AS NOTED No.69069 � RkTLER �INSPECTOR AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. G EG (NO.#) 94' N. OF THE CENTERLINE OF RANCHO ' DATE: D I RECTOR OF PUBLIC WORKS / CITY ENG I NEER j''�' '�� • CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL J' �' �� THOMAS C. B NS DE R.C.E. NO. 47109 d" w PASEO DEL SOL TR 24188 DATE COMPLETED ' 0 1 W. OF MONUMENT. t� �Q�' R.C.E.R O. 69069 � � • ADJ. DATE o9-13-82 1 ��Q- 4 ARROYO �- LOTS 36 & 39 N�A aF c Al a .98� D ELEV. 112 8.410 OF 10 SHEETS f r