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Lots 1-59 7 63-100 Precise Grading
GENERAL ARCHAEOLOGICAL CULTURAL RESOURCE 0TE.0 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT IF AT ANY TIME DURING EXCAVATION/ CONSTRUCTION OF THE SITE, STANDARD DRAWINGS SUBSEQUENT AMENDMENTS. ARCHAEOLOGICAL/ CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER [)11113 F1 F11F11E 13 IF= 1[3 A 1� I OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL ORrRAc 24188■r3 IrLOTS � 59 ■r 2. APPROVAL OF THESE PLANS BY THE CITY 0R ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER ■ � ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ' To coRonr� � DISCOVERED DURING CONSTRUCTION. SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE o ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA 63100 PHASENORTH 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR TO IMMEDIATELY CEASE, THE PLANNING DIRECTOR AT HIS/HER SOLE p �fA REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO RIGHT-OF---WAY. INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT ROAv 5. A PERMITTEE SHALL SCHEDULE A PRE--CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO AN ARCHAEOLOGICAL CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL BEGINNING CONSTRUCTION. �,,�- ..-n,, � _ � sTA NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL ,. o cN0 6. CITY ORDINANCE 94--25 STATES THAT NO PERSON SHA AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE LL ENGAGE IN OR CONDUCT CONSTRUCTION BUILDOUT ACTIVITY WHEN THE CONSTRUCTION SITE IS WITHIN ONE QUARTER 1 4 OF A MILE OF AN OCCUPIED DISCOVERY IS AN ARCHAEOLOGICAL/ CULTURAL RESOURCE, THE PLANNING / DISPOSITIONa • DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER �" RESIDENCE, BETWEEN THE HOURS OF 6.30 P.M. AND 6.30 A.M., M ND Y THROUGH FRIDAY AND SHALL � �.� � 86 PA ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:OOA.M. AND 6:30P.M. EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR , ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING p9F_.� '� RETAINING WALLS TO BE CONSTRUCTED PER SEPARATE PLAN AND PERMIT. NATIONALLY RECOGNIZED HOLIDAYS. DIRECTOR. R r 8� oLA 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM 'f, - :a° EARTHWORK STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGEREDI IGHOn 84:\\ - CUT 9700 CY sTAT� HSPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THEPROJECT APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. r �` '` 5 FILL 9700 CY SITE 83 �,, ' _ .... TO SO DIEGO 4�Ly 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE). A4or �- � NET 0 CY TO1 IIP-SOUTH RANGE �rEST SECTION� - �1f1 ..� !� 933C358 VICINITY MAP KEVIN FULMER STANDARD PACIFIC (951) 712-8462 , 87\ 860 - �� , ► NOT ro SCALE 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT ., 82 CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT - THE ENGINEER OF RECORD HAS DETERMINED88 THAT CONSIDERING 'BASIS OF BEAR OTES FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. t � r. ;qA SITE CONDITIONS INCLUDING SOIL AND CLIMATE, THE PROPOSED SITE THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF g 1 ' DRAINAGE SLOPES SHALL BE SATISFACTORY AND DO NOT WARRANT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND r BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN I� 1 „w . �T 8 - MORE CONSERVATIVE REQUIREMENTS SPECIFIED BY THE BUILDING CODE. RELOCATION COSTS OF ALL EXISTING UTILITIES. BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, 78 ._ , BEING N 22 56 23 W 11. CONSTRUCTION FENCING. A SIX-FOOT (W) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL �. � ,. � � TOPOGRAPHY SOURCE AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR M 90~ .. PUBLIC SAFETY, THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED `• �- ., ,A ARROWHEAD MAPPING COMPANY LEGAL DESCREPTIOtt IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. r J C w v _ y.�_ � I 273 S. COOLEY DRIVE #102 M. e. 91 COLTON, CA 92324 LOTS 1-�-59, 63--100 OF TRACT NO. 24188--3, IN THE COUNTY OF RIVERSIDE STATE OF 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND : ° Y -- � -`" .d �� �{- 909-887--5969 ' TO INSTAL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 ----� ' . �, � _ 4 CALIFORNIA AS PER MAP FILED IN BOOK 396 PAGES 33 THROUGH 40 INCLUSIVE OF :1 r:... r DATED: 09--08 0 , (TRACT AND PARCEL MAPS ONLY). rf � MAPS, IN THE OFFICE OF COUNTY RECORDER OF SAID COUNTY. 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH OAT AIR = 5 '� 70\ 9 �g COAST QUALITY MANAGEMENT DISTRICTS ..�.� J� � CONSTRUCTION NOTES / (SCAQMD) RULE 43, INCLUDING METHODS APPROVED BY THE CITY ENGINEER. �- � f -�,� �.�. � � . � - � L We 12 f ,,,r .R 67 - - S FINISHED SURFACE FS ELECTRICAL LINE E 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) DAYS 7 -� µ � ry •� 1S1� � DRAIN PIPE AND CURB CORE PER CITY STD. 343 AND 135 EA FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORM. , FLOW LINE FL SEWER LINE S �Aj{ 4 NDS 13 GRATE INLET PER DETAIL ON SHEET 2 TOP OF CURB TC WATER LINE W 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT "" '1 _. _ o , . _- .W- - -~- ` 2 INSTALL 4 ABS ASTM--D 2751 SOR -35 DRAIN PIPE. 3,553 LF 1 FINISH R _.: t , � c, a ED GRADE FG GAS LI N E G CONTROL NOTES, PLEASE SEE SEPARATE NOTES. . �f� � �- � l � , 47F, � � a t� 3 INSTALL � SQUARE GRATE NDS X05 OR APPROVED EQUAL 18 EA HIGH POINT HP FINISH GRADE FG 15 �- 46 , �.� � - 94 PERCENT 7 EXISTING GRADE (1234-56) GRADINGT " 45�J � 4 INSTALL 4 ATRIUM GRATE NDS #78S OR APPROVED EQUAL. 67 EA 1 s TYPICAL T1(P. PROPOSED GRADE 1234.56 1. ALL GRADING, EROSION AND SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 44 _ __-- I -. 5 CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING ASPHALTIC CONCRETE A.C. 1 t -...� 65 CONSTRUCTION NOTE NUMBER 18 OF THE TEMECULA MUNICIPAL CODE AND IF APPLICABLE THE STATE WATER RESOURCES CONTROL . ---w -� > � _�-�w-���:�T�-. -.- �,..� .-.. ♦ � �, DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARATE 809 SF GRADE BREAK G.B. BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. GOAD ��=- 52 A r -� GE OF PAVEMENT,-.w-� �� � PERMIT. - -. - �. ...... _. ......� CATCH BAST N C B � � _ -.----�- � � � M..�. 9� � DIRT ROAD 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY IMM4 - . __. -_. �--- - 6 INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 10 476 SF TOP OF SLOPE T.S. INVESTIGATION Y .....Av A.C. DIKE � ° r ��� _�..�-�- �'` SOILSB CONVERSE CONSULTANTS DATED 5 6 1999 AND UPDATED SEISMIC ;� s 2 ~- ._ 64 ��. "�'`"°`- CUT/FILL TRANSITION No� 4 b SANDBAG LINE c�c)oo AND FOUNDATION DESIGN INC. T E 24, 2 ,... _x 2- S 4 . .� , ,r,r1 EXISTING CONTOUR (1125) ,�. 2 ,�,,� „� EXISTING LOTS/ 2Lh 53• � :� P _ �_, �"..- .�-w � �6 PROPOSED CONTOUR 1125 RESIDENCES 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1 AND SHALL COMPLY WITH RECOMMENDATIONS OF 42 � ,��_ „ �4 THE SOILS REPORT. = -- v00* - _ r ASPHALTIC CONCRETE A.C. x ,; DEEPEND FOOTING } 1 9 6 3 _� r-� PROTECT I N P LACE P.I.P. W&V& 4 r 4. STABILITY CALCULATIONS WITH A FACTOR-OF--SAFETY OF AT LEAST ONE AND FIVE TENTHS (1-5 f.. 4 0.1 �, _ 1 � �_.w r BACK FLOW DEVICE REQUIRED (�W)SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEE OILS - ' -- '� `` wED SIDE GATE ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL HEIGHT ,, ~���� ��-�1 �� �� ` '� � '� �'-�"`��� '° 97 � � � TOP OF SLOPE ---- • 2b OMIT ONE BLOCK FOR 5. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES TO CONVEY 100--YEAR STORM FLOWS OR � . �-- �. .... .. �- 0 0 SLOPE PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET 3' IN VERTICAL �� --� r ... - THROUGH WALL DRAINAGE ; , cow I FENCE HEIGHT 0R THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY OM THE TOP 4o - - - GO -. wo _w �k � � INDICATES ENHANCED 4F SLOPES. a: 26 y ----•- Y : y ; ARCHITECTURAL ELEVATION 2% MINf M I.N. .�► , v _... . 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE - •�- 16 �, 0 25 6 _. _� T - y s � ''"" ' ��.- ; tE (EXCEPT (EXCEPT CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION GRADING ACTIVITY. µ „�- �.a �. --�- , / ,,,� _. � � .� ,� INHERE "� 1 WHERE I C ,� _ _ t SOLS ENGINEERS CERTIF ,�.� - `� 1��- � �° ._� � f - � NOTED) NOTED) . ••I�._. 99 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT AL TIMES. NO OBSTRUCTION OF ,, �,�� i �r� '= _ I, ANDREW T. GUATELI, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �,,.,����������� � �7 � �� , r� � � � FF , HAVE REVIEWED T 15 �'' d,. � �-' � � �,��-���� }� �� , � E ED NESE PLANS ON BEHALF OF GEOS0ILS INC. AND FOUND THEM TO BE IN 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE _ GENERAL CONFORMANCE WITH E PRELIMINARY SAILS REPORT THAT WAS PREPARED BY CONVERSE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM 38 � � � � � - r �; '"' . �� - CONSULTANTS, DATED 5/6/1999 AND UPDATED SEISMIC AND FOUNDATION q�s ��� OSOIL PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. i � - -� oo , .� ► 28 �. 9 g 5 9 a �- 1 F INC.INC DATED JUNE 2 4, 2010. ry�� .w.w .� fir z �• � 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED ��'� ° ",._ -. _ - ..�. - -- M.-- * ,; , , �etc6t OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS ,�I a 8 t �,,, - �_ - t - graY � THAN IV ;. �F: .w. ,,�•, •"'' 1 1 z N I GE2320 GREATERT F E FEET 5 THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR �C 29 � , MVE '�• NATIVE SOIL WITH EIGHTY-- IV PERCENT (85%) WATER SATURATION. ;: C� ---- -� R A C ��. � 1 ANDREW T. GU TEL DATE 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS -: r '�!� ' �� TYEIQA,.L . ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS ,�► �� - 015TAKE A UFOED K CENDi � TO RI%IT wAY M OF WRITTEN CERTIFICATION THAT ALL FILLS HAVE BEEN PROPERLY PLACED. �' rJ` :;: .r -� r�' - �' 2 _ � WPr RE. � WIN TO �� +� MIN TO 8�1It�I1 THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY R-P OVIDE . ,... ' D I STAP F ROAA FRONT PROPERTY C#�I�R TO -Tl--; GARAGE ���., - � ,:� � ��ff ,,r ; � r 6 � '1 �'�' ,� ANY AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395) ,j6 + :;:r f F.- "ORWER ��t� PERPENDICULAR To TSE PR(�Ty L1W. AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRAD AN A �` rr' ` A �,-1 11VOL •�•w.A PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. Q E D DRAINAGE INSPECTION. THIS ,, ,.W. a UNLESS OTHERWISE INDICATED INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. k':: f •� "' "�'"'" M' STANDARD PACIFIC HOMES i ,,,� _._.-__. �...__-..... C O ES S RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES 1 PRIOR T R F A I ,.4�: � � r_ . ..-..... ._�.�w. �._�............... :� �M� .: . FROM THESE 2 0 0 RELEASE 0 BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND w=- ::_..... HE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO 2 SETS OF WRITTEN FINAL PAD ,` == -�� Q� w1 �t�. 5' MIN. T � _...wr""....�'^��_ C V ��I• �y ra�..v,►ww'V7/V �' ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD EL EV ION IS IN CONFORMANCE WITH .�x. � �' .'......_...._ j .� 4' ���. �' �` �` �rN. Re �. 1,.. _...., j ✓ 7 ICE TO THE CONT ��� d THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF °4 -� 32 .....,.:�" ' ._ .- -- µ -.__ -..w__w f r MIN- 1 . SILL Fes,..�.,.... ,fir ..R � y •s��' CUT/FILL SLOPES. .. � :FF_- � w.. .�� QvG -12 MIN. A D ELEV.. L THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN �` ,.•` ' ,, k ROU�� DFS Y� _-. `� ,,. .,.,,� A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL ;x:, .33 �'` � � � ; - � � -�; � • �_ ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APRROVAL OF 13. PRIOR TO RELEASE OF A BUILDING PERMIT, � r.�,.� � �--� �- SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION ' . .�f . .__ '�- = �. ��,. �,.��r ..- _ -"..M -.,--- � THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CERTIFICATIONT N A STATEMENT THAT '�` ;y ' _. w.. ..... __ T CONFORMANCE WITH T � � ,S BE N DONE IN COCALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY THE RECOMMENDATION OF THE PRELIMINARY SOILS AND SEISMIC AND FOUNDATION DESIGN REPORTS. h .. Yps rY 2% MIN. - # � 2 MIN. ON-EX! COMPLETENESS 0R THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY 14. POST GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLING WHERE APPLICABLE 21% �• 2: 1 MU. 21% PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA � F.,,.r .yr' �'�, � I ` MIN- I W� TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR FEET (4,,) IN 9 ' �. . B-13SHOWN ON THIS PLAN. _ E TION SECTION VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES r ,dam _ ��. � .,a 1.� f;f `f 'T� r OR R� YAC ,�Lt�PE�3 CA I PER THE U.P.C. , -`--.-- r• w w SEE NOTE SECTION �-� REWM I a T � .N ',�. T I�.. '`rf ' EXTRA DEPTH FOOTIM � T o s I N. P/L p. IT �!' SIN 9 � 1� ILL pa. ' A • _FG IN 17320 Redhill Ave. _ EXTRA DE ,rH r Gor t PIG � PAD I -1 2T I � I jr I I �- .. V ~' F G 'FERE ' E y . , per+ Fj M+C�R 3 E Suite 33t} a,>Y..::� 7 ,.r I p" twins,CA 92614 STANDAItDL . __.._.._- FFOOTING D��T� At3JA�N�i' �l S+�H U !7 Z Voie,�. 949-251-$$�!1 fti1 et lr t�.g You Right .'1.t I I«i1r e"� TO ���� GARA� FLOWS. �,. � M.�.3�• I I FAQ(: 949-251.0516 fxland Division 1�O � 12� 240 360 12` tri1N. � a. I WIN I ��55�.��incov Strc�et Suite��� -- A �' �,� 2 LD12-w017GR PLAN N ERS 9 NGINFE RS S U R V E Y 0 R 5 Coronat CA 92879 2 1% MAX. CTJON GAWI LD11L,071GR M1.)898-5500 Phone. Fax. (950898,5580 SCALE., 1'=120" LD1fw019GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACO'D BENCH MARK f E Ss/ DESt�'J�D BY DRAWN BY CHECKED BY D}�A�y� �, sCA� 4`�� �ti RECOMMENDED BY: DATE: J12.111;?_ DEP +�F PuB1.� wcs 8/09/11 W.S. 1 REVISED HOUSE PLOTTING ON LOTS 439 RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 Q J• '�� WS WS EJL ON 2 1/2* BRASS DISK IN GONC. CYLINDER LOCATED FROM � � C� 57, 79, 89 AND 91 HORIZONTAL �r �• ANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR �• THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA � � �► G� 3/12/12 W.S. 2 REVISE PRECISE GRADING FOR LOT 39 3 � RD., t.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE R� o ? pR���S� GRADING PLAN INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED c� N0. 052496 r" „� u� INSPECTOR RD. IN THE N.W. CORNER OF THE INTERSECTION f E. of '�' 12-31-12 DATE: �/ z� DATE. � /,�- 24188,mw3� Exp. �, ACCEPTED BY. T~RACT� NO. YY'Ct Y� A 7' LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, �C EDWARD J. LENTHKUTLER j�_ `rY �'1 40' N. OF P.P. (Na.#) 94' N. OF THE CENTERLINE OF J']. CIVI�� �Q- GREG .:..0 -� LOT'S 1,w59 63=w100 DATE COMPLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET Q, - DIRECTOR RECTOR OF PUBLIC WORKS/CITY ENG I NEER far ... 1' W. OF MONUMENT. F AL1Fo R.C.E. NO. 052496 EXP I RES: 12-31-12 R.C.E. NO. 47109 aro i98a:: f ELEVATION: 1128.410 N/A C SHEET 1 OF J(V 1: 72574\PG\PG01.dwg 3/26/12 \- rte•` r isl ,. . 1 10' I FF=1279.47 ��8� ,.�• -___�, �� 13 - - CONSTRUCTION NOTES 4" NQS13 INLET 1 PE-12 78.8 280.5 ,,, �• I. _ TOP OF GRATEcr cb � , " I IF5 �: PER PLAN i1. 1. R CORE PER CITY STD. 303 AND 278 3 CURB CORE PER 1 T DRAIN PIPE AND CURB r - cmr Sru. 303 0 ! FS • I -� INVERT ;. : sem,.• • : 4 NDS 13 GRATE INLET PER DETAIL ON SHEET 2. 1 ,L . ,""� I u' _� �� ^� PERP �. I . 11 ti. �2 INSTALL 4 ABS ASTM-D 2751 SDR--35 DRAIN PIPE. ..�.. .�- . 144 66� I r' 4'' TO 3~ REDUCER �' Ass ASTM-Q 2751 3 INSTALL 6!' SQUARE GRATE NDS #05 OR APPROVED EQUAL yI� o • I L _ (NDS-407) 280.5 ., 1. SDR-35 DRAIN PIPE .. ��9 I Q INSTALL 4" ATRIUM GRATE NDS #78S OR APPROVED EQUAL. �-' 278.3 FS "' -� ZF� I ! 1 _, � CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING 11 .....;::,.��,., " �:-� �: : � �. .. � , . 1 .. ., :. _ I , 1 �', FS � -� 91. i � '�' 1. DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARAT , _ : . .r.�, ...: , _ - y -, DRAIN PIPE AND CURB CORE DETAIL :�� PERMIT 280.5 66.41 x.•» 11 I! IN N.T.S. �' 6 TALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 , - F S •, -°'1. �' 1. ��- 1 INS 1 = '� i . .:--• 267.�° I N co �:�... . ,_`�I . ..... 1, . . . . - I . . . I I , I ".... "".. !j 1\toft ,� . � .I w 4a �!�.,,.1..,� :.,.". .,., . .1. . . . . .. ... . . .. I I . . . . .A- . . . --,* 9 �� i Z6� FS 267.5 1 FS 8•ppr 266.9 F� 1li, 1 f i F� .. _ �� � � �--` 8 p' 1 I ...�.'- 11 . .�'..'.I , , , 4 �� Na p _ 268.57 CA r 7•g o ED FF-1 9 1 iU 1 33.22 .0 pF_126 I 100.00 FS 11. f �� � , .1.1.i ." ,�. , � --I q:) Js -:74 ___T1"'" ��, ..1, ,\ �° X01 •oo. ''� p 5' I ` `ti X01' 1 �' 1 29 .�.., �, I - `� �' ��' - 8.24 ED 1. 1 %y 1 p,5 26 267.76 i 10 g... . 1 ED FS FS 1 ! .,- .. 1 � 1. .. SEE SHEET 3 "I,i��'.',-",-'...- "" l ��ti � .51TG �G 4 �� 266 3 '267.60 o 1 ! 1 .� 265.8�Nv 1 266.60 1N� 1 I o ___ _� _� ��� 1 It _,._ 2� 1 �0 -71 ��. 1 ---- --- - I $ RW 1 '����° 1 266.7 �' p% •5' rj j I I _ 1268.4 �� r C3 1 H p•5 1 ED $ 1 I - N� �J ,� -, � � 267.9 Q� o�p 266.5 D 266 1 �`I .�, -� . • � �, ' r� FS \\ 5• �� -GB E 1- 267.7 6 FI_-G$ 1 `r j • • . • `i '•• \ O f 1267"9 FS I� � � o °' it t \ `v �o• . p� p"8' 1 p•5' 1 J y I ti --,..I �o \ . ,\ (14 �0 / .. ,�0 rl. fit. \�"�p �. `�, �G' j a 1�° 1 l �' 1 '�6 -. .. e ,: / L I �1 �_`� U' �\ � 1 28.67' ��266.38 TG 1 I . 2 r' 1. ,� . 266.32 TG 265.71 INV 1 ." ° ro• 265.65 INV 41.26 -? � /c �o ca .Q9 , fib �. . . . . ..•... '30 \. . 1 r1. r . \11 .. I I ti � ,� I \ �� L. r , .I. . � . 1 . t . • 4 I . G . r . . , , 5 y 0 • sr .. \ 8 � oft ; \ r 126 ,� 1. - 11 � ". C �, ,�. rte, Q, p ,�� ,�•, �� r 7.49,' o .�► +�. \ \ X66' ,�, c' 16 0 0 1 12b • `u �� � 1. 19. ~\ O,e� 1 6 �� �''� . . .. . . \ 1. \ q� /. a \� �� I ROTHENBER . r T-\ . 1 �� _Jjcpo _ r� . • 1 ,o 11- � D.50 _ - _ _ cl CO--.�-}�-- + --- _ _�__ 1 ,- 6b� --� / ..!.:.'1:1 "I �-.�:�,'�.,:�... �,.,. - I i .C:e il,�, N V_ - ollillll�,, , , , .� '' I- 0) I W_ w r- cp © �0 w 1 � C-4 ES C6 v F Q h •v t� Q 1,`o- '� , '� �`�� `�' i¢ ��� �` �� © cn �~` 1 4 drIIIIIIIIIIIIIIIIII' 1_�,I-.11 I I.''. I.,. .I 1, .. CD Aj C-41 t7c - - .. ./ Ill , .. 8 - . - . Li .� - � I � w . 1 0 � • . 11 . I 1 . . 6� N ---�- C l j0j - 18.00 :c �' 55.85' 67.3 167.4580.08167.67 1 1 G ��r C, �h ��'I `9 24� 39.81' �, - FG TG 67.5 ;�� `ti '- h NN 6" �--- 12 FG ,� � 67.00 INV 80. 17' • . . r. w �`L�° 65 95 1' 266.75 0 " N " � N-� � FG 266.8$ TG 6 � lq � �- 2 4 - ,� �N 269. .�- 26s.z1 I ,� =, , FG y co�. FS o �., �a .__ 1, 269. V .�': j29, 33� �. ui N o -s FS g/ 07� •� . 1 265,75 It 66.57 i %-V. 268 46 5 267.9 I �. 19 . FS 1 ._...__.� 51 111" 165 ._=. -- I .� k 3' 1.381 267.4 _' 1, '� f_ --"I'll 11 FG a, FS 12. P_El- FL-GB ,r_ -�. ! 30.56 � 1 g. ^ 267.2 FL-GB GF=1268.7 0.7' 1 I 0. ' = , , ' l - y N © I 0.0' -GB 269.04 I 0.5' ED I 4 0.Q' 267.5 3S d a I � `� `� �. I GF;1268.3, 10.4 Ep FL FS 1 67.6 1 269.24 268 0 i ~~-1268.9 E�V FL-GB j 4 \ . 51 `� . ! :� � ti a I 0.8 0.0 IED I ED I FS HP 10.0 ED 269.24 - \ 1. t ! 1 ED ED .6 I 267.6 FL-GB 1 267.9 TG Ep 1 I 268 3 I ED FS `'� � ! wil 12.33 ■ 0.4' I 66.9 FL--GB z I 267.2 INV t] 267.8 I ,.1 Gr�- ! 266.5 ED I FL-GB ����S FS r-z J FI--GB I :1 / � _� I m I 1 1 / -! f- I FL--GB " . z. �� I' 268.2 GF=1267.9 ? I ? s 'T' I .-- 1 2IR I z I / -� ` ( I 267.0 :� �'--J a I 2fi8.0 I I .'1 I /, i 1 v -�� FS 268.15 I FL-GB " I s� © FF-=1269.37 I FL 268.1 FF 1269.57 I 1 I / 1 r� I 1 2 1 PE-1268.9 �" 2 I JSRQ� V_ �1 �1 _•-•_,, 1 267"1 1 PE-1268.7 I r FL 68.2 1 I / l 1 1 FS I HP I FF=1268.97 1 0.1 0.2' I FL I FF 1269.,57 - �.1 - I 7 / ry� I I 1 267.0 TG w 267.4 I PE=1268.3 ED ED I 268.2 0.1' I PE=1268.9 � I r � 1 a' -�, 1 I 3 �, FL I 5. FL ED I o IF I u,cz I I I 266.3 INV 0.3' I ,_ I 2 /. l �' I I ED 267.7 ° z 1 , 1 I a� Z �, 1° 1 Firms 1 1 I I 267.2 FL FF=1268.57 I `�' I �2 ��4� / / j FL x-ez 268.0 --k I I P��11. I I .� . PE=1267.9 I 0.0' N 12. FL o - z � I 6�8 :l I 1 CA I ED o o ____�_... N 26 .. 1 1 / 1 U L 1 75 8.2 1 I I 5. o ^ 268.6 FL a , / I z �� a I 68.4 HP .1. / / N r / I I 268.0 � H P 268.6 4 1 �'��. I Lri I 1 HP 268.7 268.7 268.9 268.9 3HP, --_ 1 267. 68.3 FS FS 268.9 -- l / I - �. b, FL FS FS FS FS / 1 I 71.99 71.78 1 / ---. 1 i 1 _.,.6 �. Tr7r O ',. ,I ,. -�_. 1. ---.-T. i 5 . / .• 268.3 7 �-- 2 2 7.9 7 . .- 68 26 . r I . r 7.6 .. ,, . .9 l 1 6 w FS 4 S F 7 .�. � I FS S �.,•. - 8 ! : S ' 'la H P .. .. . ,1 1 2 . . g I �`--� 1. / . ... . r . .. �.. .. . 1- . I iE--,• ....- 7 ..� --� ! 6 .,., 1. 1 . . 1. 1. 7 i �.. . ! 9 , . 1. 1. . -� 7 6 � 1. . 11 11. ! 6 A� . F S , 32 �' � .1.1. I I /I �1 .. . . . . 1. . . . . . . I . I ., .. I 11 . . .1 . .. I . I I I . .1:1 . I . � I . . I . . . . I I . I . .. . . .,./ 1 .11 .1 . a 1 I . .1. I ..,�. , , I .... 11 . . 1 .1 . I � . . . _..I . . I. .. .,,..� 111. 1. 11 1. 11 . . .1 .I . ., . 1 . . . .., . 11' ' I I . - . . .. . I.. � . . . . . I . . I . , . . . . . . I � . " . 1. .1 .1 . , . : - I"r-01 1. �- 1 . .11 . . . I . I I I . . . . I . . . I , "...I I . . . 1 . 1�1 I . .. . .1 . .., 11. � I . ,. .1 . 1 I .... ...... r __�- ....,I .. 1. . I I . . ... . .: '_�__�_ _� - I r "I .. . I . .. -'' . I .. . . . . . I .. . I 1. . r-�, 4 ...'': ,, . . __. 1I , . .1 , ... . 17320 Redhill Ave. j m 0 It S E Suita 350 Irvine,CA 92614 STANDARD A1CIFIC HONII�S . . . ._.______.___._.____.__ ..._..__._ 20 0 ZO 40 60 0 S C H U L T Y Voice:949-251-8821 ,making You i�i�, t lit F-!rr rpr e l� _111 m 11111!!� FAX- 949-251.0516 Inland Divi3iou ",',"","',,"I �iw!!!!m 5 - 255�.��.incov Street,Suite��W Corona,CA SCALE: V-20' PLANNERS ENGINEERS SURVEYORS , phone: 9,50 898-5500 Fax: (951)808 ,5580 LD1 -Ql9GR BY DRAWN BY CHECKED BY DRAWIVC3 �. CONSTRUCTION RECORD DATE BY REVISIONS DATA ACC'D BENCH MARK DESICD _. SCALE of ESS/ RECOMMENDED BY: T` DATE: �I 1i TEMECULA �` o� � WORKS oCITY OF Q� iV,q` WS WS EJL RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 (vim Q ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM J. � � SUPERVISION OE 7 N0R I ZONTAL I_, 2 �, PLANS PREPARED UNDER THE ? CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA4p A -u PRECISE GRADING PLAN RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE � No. 052496 m • �, INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED rri � f DATE: ACCEPTED BY: DATE: !/ TRA CT NO. ��188-,3 INSPECTOR RD !N THE N.W. CORNER of THE INTERSECTION 1 E. OF aG Exp. 12-31-•12 v ..� ... ._1 �x� » A 7' LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VANES, ff �r EDWARD J. LENTH REG TLER `` - " 40' N. OF P.P. (NO.,) 94' N. OF THE CENTERLINE OF VERTICAL J',�► C/V 1 L \� ...I..•::• FIBERGLASS WITNESS POST SET 9T 12-31-12 D I REC OR OF PUBLIC WORKS/CITY ENGINEER f,,f::.: fig .• ' OF DATE COMPLETED RANCHO CALIFORNIA RD. BERG F p 052496 EXPIRES: R.c.E. No. 47109 PHASE I -w LOEVV443 3-eu9 SHEET � 18 1 W. OF MONUMENT. N/A W CAIO� R.C.E. NO. ELEVATION: 1128.410 I:\72576\PG\PG02.dwg 5/11/11 5 _.: -111 f �.. . �--, ..'�:I .-;i I ..",�, .:�,'��"',`,��. . . L "� ti a + ......T.�I I I It,�I:.i''.. I . I r ��, 1. if � I 1 .� , 1 + -- CONSTRUCTION NOTES _�� !���!!�!!����!�!����!�!!�������!!����� ���!��!Z , �, + + . , ...'--- ._. . . 9' . . 77.00' 1 4 k l 85.4 , J II : 1.lll --- - ,� LD. 303 AND PER CITY ST R CORE E �. IP AND CURB 1 N PIPE..�,. ,.s., .r- r DRAT ,',... .. .., +, *...!ea.tee.'^"^'P• Ir .n-:.s +..ewe,. ,: �� .. : ...may -.-r w'Tyl -- +ar7 . . . . . 0. SHEET ,, . ONS ET 2. AIL cn INLET P ER DET - TE �n 13 GRA �� 4 NQS .� .' r to o0 _ ...,:, : 1. II - -� RAIN PIPE. -- --.� --� �0 275 SDR 3 D -�- _-. --- INSTALL 4 ABS ASTM D .__.� 9 �. 11 _. 76. `-- -- -�-- --�_. S I 73.0 r � 1 --�- -- r r FS FS 71.0 N � -- 74.9 274.9 1 272.7 r �' `` 3 INSTALL 6'' SQUARE GRATE NDS #05 OR APPROVED EQUAL -:1 FS - 274.6 FS 11 If 11" I 28fi.9 i FS NP FS I HP I 1. II �� ,55FS ,;+ - �. 4 INSTALL 4! ATRIUM GRATE NDS #78S 4R APPROVED EQUAL. 54 .,.r.l I , 271.0 % - L © J •• -�`'. I o FS _ 5 CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING 2 � `�_ O ,� _. l �, '�� r DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARATE I' I �' � r I ? PERMIT. 91 . - 11 11. 27x.7 I�: l 276.5 0 • 12 { 272.3 NP INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 NP 274.2 I I FL 272 2. Y �� r 11 I 12.53 FL 274.1 FL I 4- 0.0' FL I Ca 1 r W rl4i . I 275.9 ED & i ,. FF=1279.47 t ' FL 12 .� FF=1275.57 7 N � 6f 74.9 I. FF1273.fi ► PE-1278.8 I I PE-12 PE 1273.D . x I , O.o' I 270.2 2�21- o' f �, BW I BW a 1D 70.3 FL , N '- a I ED ,-- I �-- j 276.2 I I 1 ---- `�' l 20' r FL01 0.5 I -- .a2/ �' 20' ,. FL l / .I 0.5 z 4 , I o1..;�.,."�,,:;, �. .5' 19 I z z ,"'"'l z I 4.5' ED 1 273.34 ED 0.0 I FF--1271.fi7 1. I FF 1277.57 I I ED 275.24 : I r... I ED 72.86 ED , 4.1, I 0.0 I PE=1276.9 274.76 I 2 :I I PE=1271.D z ED ! i I FS I l I FS I -- TG 1 72.70 TG 4 !I . p (:a) � a, R !- 11 74.60 4 271.70 INV 1 I a� ao 1; I 1 273.60 IN I I I .. k.0 271. _ -�- N N 275.8 0.0' I 277.24 I 273.4 - 271.5 I r _ I I FS 277.14 0.5' FL-GB 271.6 0.5' I 0.5 FL-GB 269.8 I F5 o N I x L-GB ED 273.5 0 5 1 I 272.86 t GF=1276.9 I ,O.a' FS % -G ED I 274.76 ED 0.0' "I L-GB ED ED 0.0 FL-GB ! 2 ,� o � � 0.2 2?5.3 ;I L B FS GF•~-1273.D F$ a.0 0.4 ED GF 1271.Q F rGB X61 �j, SD a.3 ED FL�-GB GF f 274.9 0.0 0.4 ED I I 0.5 ■ L . '� �G i ED I 0.5 Ep ED 4.4' I ED ED 0.4 1 •� I , ED I 0.6' I c7 ED I, ED 271.2 / -� 12.53T )) I:: ED 12. I - ED �; I --.- 11. I - - '1' , - I ED .)�, bR FS a , 2 j �271.33x` 2 61v . a � � - ❑ .. no y 10 . �.• z; " I `? : �0 I I FG o � d I .' �4 � 268.33 TG . . ` I I I �o I `? 272.78 TG "jo N ! `` �'• �- • 273"elf .98 TG �• I I 272.G3 TG . 270.81 TG I 270.t 0 TG 61 ,�• 1 �- V lb 273.30 212.11 N 269.42 661NV 2 I 275.20 273.31 IN ,e f � . I v . • 270.14 I 77.00' 269.43 INV FG 69.33 1 FG 77.00 � 77.00' 77.00 271.36 N FG 1 . . / LZ 01 I •� • I •. . . • ,I : O • _ • I .. .. , I r - _.. _ - :. 100.00 \ -- I --- ... . . . . .. I . . .. . - . .N .. - - - . . . [ . . , I - . I'\ / ....- . a �, as . • o � a�, ?c p �' . s �. o ��, �s �� ,��1 '��' % 1� G •� ,�• -��, � mac, '�� �- o ca �• �' c' d' ._ . 0. Z4 v- .. Nll� c6 �- r,f-) `L� 4 �(Ci " 1 1 r •, 1 1 `�IV- I tFj `_- c 5 Li -- '- 4 . c>eL tr--x y 11� OD o (n 6 1 V' w , X W - -- -- - t-- r � ¢ .w-�. a � - 1 ice. .... I .. - I . (f) XQ 6 2.52Y: r + 6 ,`V co �r. C:) 6 1 I . . . 0 - -- w CD o � GRANDCOLAS lV� �� a� v ag -UD A% !�! w IV, '� - w �� -) ',��, N7 � - ��7C, � Q I I •11111 . . • . . tv as .---Illlpllllllllllllilli� it ... . :. _ I .I267.56 INV + N v N • . . . . • • O ..., . 6 � � 1�1, 5 22 . . ...--� 8$ 71.43 8 y l i .Q( . . � _-..11, I y FG �' . o o . FG - zy ' •-� �, 2.71.2.5 �. • s rJ &i 0i •- Q o FS -4- .4' 273.28 a � l ��. �� :` ' c•� cv . r-U- .0 FS 0.3 269.6 �6� ��s I I ED ' ED 15.1fi' f ED 0.3' ��, 1 .�� 1 0.5 271.9 ED FL-GB I o 100.00 �' 1 4--11 I GF-•1273.2 I ED FL-GB 1Q! GF-1271.0, I 271.34 � �''� 0- l.: l Ep q 272.0 O.a 60.0 0.4 FS 1 Q o � I 273.54 I ) Ep I . r< I;' I FL-GB I ED � L-GB I t CI. i FS �-I �- I Jt- I i I r, I II II v. I z I I,21-1 b I 1 BW . ' I .. I � - J -�llrl 0, . ., . 0 © L a_LAJ I' �-- � ,�, . .t . -- �, I:� 8W 0.0' 3IR 09 -� ���:�,'.�:2 Ile .I I l 0.0 I o I "I,Y I F�•�1271.67 � v o - Qo . Tcl� �0 ___ __ _ __ ____ _ I ED I i PE 1271.0 1 l F 1273.87 270.3 �°� 1 ( N N I I I l I ,,.. �. d, ,� , I I PE=1273.2 FL h 15 �� ssN 11 11 , 1 272.5 I\ I I\ N N 12I 1 � N I 1 FL 272.4 _ r II I FL I I " z '� I � `t .. I � 1516' : � 270.2 I r=cn I `� f 14 " 100.00' \ 272.9 �6co 1 � �, L_ -__ --- . HP I .` "` I 270.7 II 1�, rft 17.......---.----- -. . - .q oo v) - , civ !. no 0o r- U- , - jC Y + V. I\ `1. . 273.2 I "I 271.010 271.0 1 (p 105.35' t�ll y: 1 273,2 I I `� .: N _.--- ---�-- \: \ FS FS I FS 75.17' FS � • ., A . 1 I <- � �� 79.51 �1.1-11.91.11 ----�� .r. .,,... _,.e. . ,, ,. ,- I Lj- L,- :.. C� \. 'r 1 7 ___- - t� -_-- �. . . I . 01, -� � - N I- �o -1. C II II o \ �� 1 \ � I I I 10 11 11 \ - t (-"--i -I .c I I \ 9 06 ►\ I I \ � , -•www © i \ �� _ CV o13 \ \ ti l - 11 11 � w r� '�'• \ 1. N • • o- (10 0.34' 120.55 -- c)t I . ,\ �� �� G � - \ U-CL i � N o \ N 1 r-- � \ \ -- � � N i I 17320 Redhill Ave. . r m 0 Ft 3 I� Suite 330 .-.-�-----.__.-. 20 0 20 40 60 Ervine CA 92614 ST'ANDARD- PACI-Fic �0Nl ErI . -_.-.�..__-__--._ -.,w...-. r S C H U LT I Voice: 949-251.8821 ;'1,telleing You Right At Florixe FAX(: 949-251-0514 Inland Divi3ion SCALE: 1"20"`- `255 I'.,��incon street}Suite'200 PLAN ERS ENGINEERS SURVEYORS Comna,CA9`287�� P��,ne: (f-51)808-5500 Pax: (951)808.5580 ----- LDIP019OR ` ` D AWW NO. DESIGD BY DRAWN BY CHECKED BY DEPAffrF&NT QF PUBW WOWS MARK RECOMMENDED BY: �'A-01.: r- DATE; `'� ;!1 OFTEMECULA BENCH ES CITY S _ CONSTRUCTION RECORD DATE BY REVISIl7NS DATE ACC'D SCALE Q��F l pN- WS WS EJL. 8/09/11 W.S. 1 REV I SED HOUSE PLOTTING ON LOT 57 RIVERSIDE»COUNTY DESIGNATION: O.M. T-2s--81 �1 p J. 4 f� ON 2 1/2 BRASS DISK IN CONC. CYLINDER LOCATED FROM Q F PLANS PREPARED UNDER THE SUPERVISION OF HORIZONTAL a 7 THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA 1• p � ,,,-- PRECISE � PLAN CONTRACTORy RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE � (GII) No. 052496 r � f�ARGARITA NOTED r`' � �� %I DATE: Z (( «tx a,l;:. T�RACT NO. 9,418$',%3DATE. tt-• _ -=-Y_tr�.INTERSECTION OF RANCHO CALIFORNIA RD. AND Ar,� ACCEPTED BY. __: rr r.', RD., IN THE M.W. CORNER OF THE INTERSECTION 1' E. OF t Exp}. 12-31-12 - INSPECTOR *r EDWARD J. ENTN A 7' LINK FENCE, 21'x 18' AROUND S0. CALIF.GALIFGAS VALVES, GREG BU h 40' N. of P.P. (NO.#) 94' N. OF THE CENTERLINE OF VERTICAL J'� cwt I L \Q' DIRECTOR OF PUBL.I C WORKS/CITY ENGINEER s • �.�"1 fr: ::1�e9►' PHA%5E ' 55-w SHEET DF1� q� 2-31-12 4709 j�•�•. � � ��, �! RD. FIBERGLASS YNTNESS POST SET 052496 EXP I RES: R.C.E• ND 1 DATE COMPLETED RANCHO CALIFORNIA \F R R.C C.E E. NO. 1 , 6 1' w. of MONUMENT. N q �T CAL F'0��� ELEVATION: 11.28.41 D r:*:. I:\72576\PG\PG03.dwg 9`23/11 _-L-A I PE`12S5 1 I FF 1 Zg P I I . 7 `�, I I r- I Er I I od I -z- << P . I CONSTRUCTION NOTES I i � ► FFAfLni PE� 289. 7 7 2 TI?I 1288.E 0 Y DRAIN PIPE AND CURB CRE PER CITY STD. 303 AND i I I I I FF=1278.97 4" NDS 13 GRATE INLET PER DETAIL ON SHEET 2. I PE_ I1 I 12748.,3 I I I I I s)? 2 INSTALL 4" ABS ASTM-D 2751 SDR--35 DRAIN PIPE. I 1 I I FF_ 7282.37 3 INSTALL �' SQUARE GRATE NDS #05 OR APPROVED EQUAL . .I l ; I PE= Q I 1 � � 1281.7 I „ 65I. I I Q INSTALL 4 ATRIUM GRATE NDS #78S OR APPROVED EQUAL. 2 I 1 94.6 I �; i I \ 67FG 294.6 I: -: I 1 I 1 I 6 CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING °c' I 291.9 I 1 I DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARATE --.. FG 291.9 I F FG FG 1 288.564 I I 1 PERMIT. ee* .~-,. FG 1 -. ,. 288.5 F TEMECUlA STd, d7 1 I L 6 INSTALL CONCRETE DRIVEWAY PER CITY 0 i I 285.1 i --�----. -.. 1 -, FG . ., 389-8563 85 GI .1 --. 112 I FG 1 1 FG61 62 �I C� o o o r W 0 G .-- Ilei 77.00 83.0 --.�.. �„,.��,� , �" �. . F .,__.. ... ..... ...: Q) . .. 4 - I 0.7 r g 283.0 82.7 28 . o � : F 1 . P . 282.7 FG , 2 8 _. 68 FG �- 80.7 76.9 _.._ -_- F FG G54 ! FG 74.9 1 278.5 278.8 � .I 286.9 � ) FG00 --. `- ;� FG 1 FG .00, o �, o I ~ 0.0 E55 D I y I 51282.4 C-4 282.0 281.9 ' I f N 1 I ! `� �` FL FL FL ` . 1 280.4 278.1 12. 1 I I M . 10. 1 ! HP I FL 278.0 FF=1283.37 ) I I ' � PE-1282.71 . 1 , I 0.0 T FL 1 I 1 E o ED 17r � l FF-1279.47 ! ! FF= 12 75.5 7 3SR 1 ' 7 1.9 TG -- I c•, 12. 1 PE=1278.8 ! 1 I PE=1274.9 ' PF=128 .6 1 3 28 INV r , BW I I - 8,x.0 1 281.0 , 1 , 279.9 C� 5f 1 r50 PE_12 0.5 283.04 0.5 I ' 1 282.0 FS ED 1 z 280.0 FL -I �' 19.80 0 - � � - - P �z D I � �1 I 1l --- w FL H - 28 .56 FL -• ( -� �Q'ca 1 281 ��' FS I I I _ I _ _ I .9 z I 0.5 279.14 0.5 I 1 I 281.8 �fG 3 �-I s�: I FF-1277.57 ' I FL-G8 r 82.40 TG r_J 0.0 I FF 1281.37 I ED FS ED I I I I / 280.8 INV 0.0 1 83.0 PE=12 76.9 283.34 1 4 281.40 INV I ED I PE-1284.7 l 278.66 I 0 S ED GF 0.5' 281.2 z ! z l 0.3' ED ED FL-GB i -s- 278.50 TG 4 / 0.4 ED 2 2,b6 I 0.5 0.9 I I 277.50 INV I I ED 0.0' FS ED ED 1 0.5' i I / \ • I l \ ED :� 281.3 , GF-1282.7 I r ED I 1 `n �. 0.5 I 279.84 277.4 0.5 f FL-GB 5. 279.5 278.66 I �-I Ep i FS L_GB Ep , GF= 12 76.9 1 / ` 5• 282. ,, 17. 3 1 l L-G B J FS 1 5 1 I 283.19 _ ~ ~ GF=1280.7 1 279.66 279.4 GF=1278.8 0.5' 277.3 9.80' I GF=1274.9 r 2 2 ^� Q; FS FL-GB gp 0.6' FL GB I I 2 FS ~ 1Q. 0.4 1 N Ep _ � � ♦ � � p7j � ,1 Epi � 1 281.61 ?, �9 T 279.56 l o �a � 12.53 11 00 �� 10. 42" S SO FG U / 4 �o• 280.10 278.6 -- 276.66 TG ._ �• l 277.74 TG I 77.1 275.92 TG FG ., Q 4 ♦ 79.1 FG 275.99 INV TG ♦ 51.38 G I • 17. ' \ 5 7 .48 FG 77.00' 277.07 INV FG 77.00' 275.25 INV ' 77.00 ., � 77.00 � 281 NV 210 o .� .• . . . . 281 ~ CD N V- irzi 0 A ri�) '111� ru * 101 cr) -11- v-- -4- &�4 a w 4 r 1 CD C_-111 • :. � `� Q2.529' ¢ ¢t -K� 2.52 2.52 w- 6 6 6 w 1% 1% GRANDCOXAS DRIVE A -- CN Uw/ c� f o 6. - -. Ze • 74 a r 3.0 RET. �- S8 ` �`�• K, ,► �' / 1 _ r 279.9 TRW �; �.-- -�--- - ��� 276.90 TF �- 19 1 MIN 5 � 60' � o•� 1% MIN o �h�o 4 �; 0 20 15.511' o ° � �' GF-1273.2 r-_Ll- � � N� 1, 1565 �C •- 275.51 TG � � ��� ��. �- C UD CD CD •29 v 274.84 4- o�; o 1 1jk•6 13,50 0C c� 2�► Ln o in o 2 N N 0 I. R o w N N N '�' cfl Go C-4-� �?© f- `- 15.00 I 1 Ct 0000 Q) r � = � �C. `�' � �� 1 w II II I LO Cq U-) m c' °° r\N N cow 2 CD �� `? r 251 N d- 15x0 1 I �; �, 1UD LLJ LA MIN J I � � � • 1 • 5.2� I` ,` �00 6 __ __ 1500' �- TC �. OF 16.17' 3 0 3.0' RET. 5 r 1 0 o I\ 7.451' c� 6 STA. 11+9 .2 6-607v c X I l F N 1 I 279.9 TRW - -___ N 20.00 21-50' RI L �. __ 276.90 TF �t o 00 C) `��.�-�, Q6 or c[a II �: © csa 'r' AT STA. 1+97 4 6 II '`r? I "- © co .� t� ,nla = r_ !�I�. o w r• N r~ �u� ©`� I cra o 12 �,20 r--- LL- f © r_ � NN! �, N �c� N 1275.88 27 .88 O�wN � C14 ,,�� c-j c' 29.25' 1% MIN C oo A..,. ,.... •��° ..._ TC •19. , 11 MIN CC� \ N 100.00 a o 276.12 TG s o 117.18 77' If __. 0O 275.45 INV sus o�,, `� © 7,34' t 1 _ . o6 CD CD18 s�J 273.2 00 U- 21 ! FG Or) SLICK COURT SEE SHEET' 5 17320 Redhill Ave. M 0 R 3 0 Suite 354 Irvine,CA 92614 STANDARD 1 HoMES S C H U LY Z Voice:949-251-8821 N-lelking You light At fl«»rex: 20 O 20 40 60 FAX: 949-251-0516 Inland Division 255 E Rincon Street,Suite`1200 PLANNERS ENGINEERS SURVEYORS Cora°a,CA9'2879 SCALE: 1"=20' Phone: 00898-5-500 Fax: (051)898~5580 LD11-019OR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIRED BY DRAWN BY CHECKED BY DRAWS NO. SCALE �4FESS/p RECOMMENDED BY: DATE. !� / �/ �Y �� ��M�CULA DEPARTMIE�T OF PUBLIC WORKS RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 Q Q 1'9� ws ws EJL ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM �4' J. ��` HORIZONTAL w �, 2 PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA p w - -�° 7 RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE PRECISE GRADING FLAN -- � „_ ti d INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED c� N0. 052496 ,�, w m DATE: �� ACCEPTED BY: DATE: l l RD., IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF aG Exp. 12--31-12 a,a _ anti. TRACT NO. ��� INSPECTOR A 7' LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, �Ir P �r EDWARD J. LENTHREG 6UTLER =_.x 40' N. OF P.P. (N0.J) 94' N. OF THE CENTERLINE OF VERTICAL C1 V 1 L \Q- s.. RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET '9�' �� 12_31-12 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER - ����'•'•�" DATE COMPLETE F �� R.C.E. NO. 052495 EXPIRES: R.C.E. NO. 47109 f •� . PHASE 6 �- L0TS �� 19 51--54 SHEET OFi W. OF MONUMENT. N A OF Cf , °� 1(3 ELEVATION: 1128.410 / 1s\72576\PG\PG04.dwg 5/11/11 S L10- 1 I CONSTRUCTION NOTES Q20 I I I ► I � I I � � �. 1- I �v I AND I I I I 0 Q1 �' DRAIN PIPE AND CURB CORE PER CITY STD. 303 I I 282 I 2I 280.5 282.0 280.5 L FS I e NDS 13 GRATE INLET PER DETAIL ON SHEET 2. 21I I23 276.2 I 278.3 I FS FS I FS 2 � ABS ASTM--D 2751 SOR -35 DRAIN PIPE. 24I I I FS ,. 80.75 - Q INSTALL 4 7a.00 0 N I FS ;I A SQUARE GRATE NDS #05 OR APPROVED EQ AL - INSTALL QU .- .,. - as 3 .3 2 3 8. 2 1 7 � � #78SAPPROVED EQUAL. F � 4 ATRIUM RATE NDS OR 4 , . .. . J S INSTALL 4 ATR U G ---• J - ,... _ _ -. 7 8.2 L �y �� _ ti 277.4 - 6.oa 27 277.8 71. _ o a --r 7800' 215' 277.9 FS 77 8 ,� FS I 5 CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDIN . �- � -J Q ` -~ ----. I \278.8278.8 78.2 HP FS FS FS '' DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARpT N19 vi: FSFS17 I PERMIT. �, 277.518 6 INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 16 N HP Q .OrJ 1` -1 � 0 2 V I 278.5 ' I I H P ED 277.5 - I 77.4 FL 18.33' ► I ' I o �� I T FL 277.3 -' - 78. 7 I P FF-�1278.87 FL •� FF�12 tFjI N PE=1278.2 PE=1277.4 1 I 19.94 •, I w 277.9 5• _ !V I FL 0.0' 277.10 TC 5 I `� G, l I Ep �' 276.40 INV �, 1 0.3 ►��, �G v 2 TR I 278. 0.4'� z o ED w I ::z 1 1 0.5' 0.5' m JSR I 276.8 i I I FF-1279.47 FL ED I 278.54 ED z I I I PE=1278.8 I ED FF=1278.47 1 FL z I I I i 1 I I 278.06 PE=127Z 8 1 I I FS L - r z_J I 2 ---- 277.9025 TG 4 I r - -- �� 13 I I I i o0 4.04 I 277.3 276.90 INV I 276.4 I ov HP I - - - . . I I 279.14 1 I 0.5' 0.0' I 0.7 0.0 277.7 277.1 0.5 ED -� I FS ED I F �. ED I 278.06 ED 278.14 0.0' ED I - FL I FL-CB FS GF-~1277.8 _ 277.4 1 FS p.6 GF 1277.4 0 6 GF-1278.8 GF=1278.2 I 0.5' 276.7 276.6 ED I j� I � FL-GB 0.01ED 0.5' ' L-GB ED 501 a v © I I ED 5. 5 0.4 I ED FL-GB 18.33' a 278.88 o ED o I ED- 19.29 o FS `-� �' 18.33' I �' : `y`• a,2 V I � 276.77 TG 277.02 �' 1 a 276.85 ^ I 276.10 INV 276.57 TG a FS 276.23 I I FG 26.07' i FG 78.00 275.90 INV 78.00 FG 63.49' 101 76.q TGI \� 1 277.13 TG 276.46 INV 276.23 INV 275.79 INV X01 `°' J `� -, a, �o� �^a �' 1� �• �' 1h' 1h 1``�• 1 1 10�.. 1 �- �- 11 050 - C- ; 12 1 _ - ---a -- - f- - II 6 ,� 1 � 1 6 + - • I I N 26I - 6 GLS ovl�r • \� d h I I Y °° �` �� sem--- AICIQ I IIN No -j I 198 m �- o I I t �6• 6 F 275.77 INV oCD . ! 90O j � �'�' 141.16' ..�. ..�. o r" ``� � . .�.�. .... .- --,.�-, , �, co- �,�' 0 71.66' 76.1 65.00 ...•.... ,... o 276.2 o 4�• FG 1 1 r v 276.53 TG FG - - ` ,; ►� ���` 275.86 INV o '� , oto ry , V 12 k\�Ile Or (493 C'N - 276.6 I ��► w - 76.82 FL-GB I GF 1277.8 I F 0.7' GF-1277.4 I I 1 G 277.96 S 278.44 EDFS i - ` ' - � 1 �' � � �`�°� '•• � � �`' FS 12 4' 278.1 I 276.5 I `� I ►� .�. .�,�..�,- 277.12 TG 277. 1�. 276.45 INV 276.9 FG `Y 277.02 TG 2 =, 5. , FL- 276.35 INV I �► � GF=1278.2 278.54 , s: IFi ., 0.6' i FS i Q I JIR I I �, �' ED I �S I o � I I .. ..1 Nrn , 16.20 - 0.8' I 1 o I FF=12 78.0 7 N - cn . 0.5 277.0 FF--1278.47 277.0 o I r & 277.3 I ED .0 FL-GB 1 PE=1277.8 ( FL PE-- 1277.4 � co -� 1 ED i FL-GB GF-~1278.8 z I CZ) 1 278 66 • 277.4 I z7 i ED ' 270.5' FS I 0.5' I TR 27 .1 .4D0�r t 1 - FL-GB � ED ED :�-. 1 FL 277.4 I FF=1278.87 ! PE-1278.2 12. 3' `n 278.50 TG FL I I 4 277.50 IN I - : I ED 278.66 I �., 03- I FS I 77.5 ' 0.5 279.1 _ • I z HP ED FS _ - .-1 0, ED 1 ``' 277.5 20' 24' 1 FL 278.3 277.4 ".` - 12277.4 A- cn I © FS 12 4 FS FS N . I is o = . I .' •6' 9 28I00L . -1279.47 FF , 1278.8 1 277.9 278.1 280.5 �..: . P 278.3 1 i 278.0 FL H TFS I 0.11FS r I 1 .33' ED , I I ` 15 14 . N) 73 280.5 FS 26 i a> �► ' N 278.5 �S i 2805 HP 9I `o FS �l' I`, rr� i ►v 66.4 -. " �" I I n f. y 17320 Redhill Ave. M0RSE Suits 350 Irvine,CA 92614STANDARD PACIFic H S C H U L T Z Voice:949-251-8821 ,� 4thjng You I?Igbt At Flonte' 20 0 - 4Q �o� FAX: 949-251-0316 Inland Division 255 E Rin-con Street,Suite`200 PLANNERS ENGINEERS SURVEYORS Corona,CA9`2$7i9 SCALE., 1'=20" Phone: (( 1)893-.5500 Fay: (95I)8W55$0 LDiI�-a1GR H MARK DESIGNED BY DRAWN BY CHECKEDBY DRAWIVC3 �• CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENC SCALE ��1i ESS 10 RECOMMENDED BY:/"-wDATE: 5` L 1 CITYOF TEMECULA DEP OF SIC WORKS RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 Q� N9� WS WS EJL ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM J. ��` F HORIZONTAL �tv �. 2 PLANS PREPARED UNDER THE SUPERVISION 0 CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA p � 7 PRECISEGRADING PLAN RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE y2_1 INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED � No. 052496 F•, � DATE: DATE: J ,Ara �.�ti. 24188~3RD. IN THE N.w. CORNER OF THE INTERSECTION 1' E. OF Ex 12-31-12 �, ACCEPTED BY. T��G']� N�, INSPECTOR �* P• , A 7' LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, EDWARD J. LENTH .A_. AY A x REG � UTLER 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF VERTICAL J'�` CSV 1 \Q- '= RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET '9>' �� 12--31--12 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ' '� •• DATE COMPLETED t`' 4 R.C.E. NO. 05249E EXPIRES. R.C.E. NO. 47109 r?` is ..� PHASE 4 - LOTS 13-18 SHEET 0� 1()1 w. of MONUMENT. N q � CA��� 5 ELEVATION: 1128.410 / I:\72576\PG\PG05.dwg 5/11/11 S "'6).,\ Y 1 , , , /��_ / if .1 I �F�1Z 79.77 I I �-_ 9p l / / I �z /.. CONSTRUCTION NOTES L--r---1 t // I �� l W PE=1279. 1 I I I I 9p o / / / .� I I / 2s I ' � ' I �.�, I 1 :` I . I I� 1 I / Co 1 �' DRAIN PIPE AND CURB CORE PER CITY STD. 303 AND FF=1272.07 I - ,� I I I I / / n 1 1 I I I / / . /�' 4" NDS 13 GRATE INLET PER DETAIL ON SHEET 2. PE= 71.4 R, I I 1 % I / / -' I , I / / 2 INSTALL 4! ABS ASTM--D 2751 SDR-35 DRAIN PIPE. i . l ! l Q I I I /. ! I70 F�12 75.7 7 ! l I i �9_0 / F i Q INSTALL 6" SQUARE GRATE NDS #05 OR APPROVED EQUAL ,5. 1 1 I 2g3.5 l0 / PE 7 I 1 FS i '`S / �\ ® INSTALL 4" ATRIUM GRATE NDS #78S OR APPROVED EQUAL. I I /. �/I �' ' ' � 11 ,.:' I1 71279.1 1 '?".�i '.' 69 / 5 CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING l I1. '.1 �s �v ,, , I 283.5 61.20 83•p 1. ".1.� / / DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARATE I h I .. -- - �S �S / I \ PERMIT. 1 I 1, l 115.19 / 731I. . > 17 7>> r J Q INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECUTA STD. 207 271.4 t I 2� �.� ..� - �„ 4 29p p / j �\�� �• 7 �.r• 72 271.4 FS 1 _c-. �, ~, :-� - / �-• 83.0 -- 282.7 � F • / •6, < 1 ___'. 49 S11 FS I aI . -r 281.3 FS •-•��... FIP c 1 �. 1' 7 / �' \ A, FS -•:Y O 'ir 7 1 _ l8.6 '� r / \ 25 19 . . ti L. "Ill Y ., ITS o r0 1 a- I S h N A . 68 _�-- __ ___.� . _ _-.- 34.23 -'.- .� _ -. _ �.-� 41.40 279.1 1 81. 48 77.50' I 1 18.24' FS FS o 281.0 I 282. �' .... .�' , ... '*\� .I N H P 0 282 aD' 77.0 277.0 I l 79.1 w FL 5 I� 1 1. FS j - 1 F�11L.. . , FS FS47 'S� - . 'I, I ' '' . . 6sr ISR Ill '' ' 46IIf . I I 278.8 I.11''..' lv� l I f- . " . . .1. .. . I I 1 . . II_. �...... . .11 . : I- :"'i ''. I- I ':'� . . ,. H P 1. ! I: F�1. 83.67 ' :". '- ' . , .. . . '. ' ' . �' NIN- I � II '. 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I I 277.7 0.6' I _ l 280.1 ED 0.2 ED a �U \ i \ \ l U• t 0.0' GF~1279. 1 5 FL-- B ED 9. 4 W ► 2Y�/ �o �s•>> v �-s��, \ , \ 1 FL-GB ED p 2 1, 43 G o ly I .s I �; �, N. / \ 11 ED fI %ZZI 2.43' a ED 4; a. 281.32 TG 28 \. ) I 1 o �° N � .-v 280.65 INV 1'6 �� \` I I I , a; ry.: •s _ a 280.42 TG 33.26 FS 281.89 T '`\\ ? -r, NJ 77.4 `9 279.13 .� c� f cn I s I � 279.75 INV 4144 2c1.p� 1 �� < e '� `� I FG FG 79.5 -.. X281..4, ,� �°� �� . 277.0 (" F ? d S I -,, FG -. 61.00' 16.58 C / .2 , p o -� 77.50 � -� 77.50 1 h• h �. �. I . I . . . . .I& t ,I 278.32 . .1.,A ** ' 25.41 INV �, ill 51) i `� A�) dl� , �g'�D -j - 6 %9 2 . , BA.1 : N3 Cn �:..':"' ' ,.!.�';.'''7" ..:. 6 I �''• 1h `o 1 N ' % V '� V . `� c-� > 1 I C I I 1 ��, + N �� M .� 6 D II 1. o cn I V ".;"�.":.',:�',"�"':'.'.'..:.s Q 1 5 . 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FS Ep I ; ,) 0.7' I ��8 I �� I I ! I 1 ED I 282.3 I 1 I I 279.3 ED / ,52 I I 80.7 FS I ' ' I I 1 FL-GB I 11 ('..i FL-GB 1 I 1 I L_�_-1 I ! I 1 I I I . • 1II - k I I 1 I I i . I I -� -� I ---' I z N -- I 11 21I I I I c r---z I I 00 I a 1 i © FF 1281. 17. 279.7 I: 1 I - w �,, 76.87 1 I a z I FL � I1. © FF=1278.9 7 I PE-1280.5 I r 2SR ® `,� Q I Q I `' \i 76.2 1 I :�1 - PE=12 78.3 1 ( 0.0 I 281.2 I � FE=1282.fi7 I I 1 I BW ED FL 1 i I 1 I I I PE=1282.0 � I 5f I a 0.2' i --, _� - ' � 1 I , . I 1CJ� ED 281.3 I I I 1I ti I FL 17f v I I 279.8 ' 1 11 1 I 1ill, z 21.48' I i 1 i FL I I o N � o w 139.29' I ! I 14.33 . o d I .-r 77,. �1 .�. ...... �... --- . I z g`� \ Il I I _ 1 I _� - _. I IF I cv �i ... ��' ! l �, ._ - - 23I 22I i .� 211 A'i20 81. 27fi.2 1 280.5L 280.2 280.5 I 282.0 HP 282.0 278.3 FS Irl 278.3 FS I 1 FS HP FS I FS 80.75' FS l I �, .1 ,� 78.aoL_-_1111 y 78.2 . 00 . �. �. J 76. d8 278.2 _. �. . Q IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM 7s.00' 2.15' _ � , ti 277.4 FS 77.8 277.8 77.4 . © .________-i 278.8 \Z78-2 FS FS FS 11 ` FS FS FS17 19 � �I I . I - %. - 6 i � I . C) Jill ' --- - - --A ___& NJ 16 . L__ N,) N3 U) 0o 0o o y - ----I.---",... III .__...___..- i . . I . . :3�7 -,j Q4 11 L SEE SHEET 4 �' . ,. IL t - . ' - t A i 17320 Redhill Ave. MORSE Suita 350 F'ACIFic ' C��/I�;Irvine,CA 92614 S�I.ANDARD ��G:h i�i _-I--,'-,-----.-.._.__...- 60 Voice:949-251-8821 You ft r gist r1 t f-1 o m e n Z O 0 2 0 4 0 � scHuLYYx � FAX- 949-251-0516 Inland. Divisic�u 1!% I I E.- ----IIIIIIIIIIIIIIIIIIIIIIII - . __1 1 �255 E 1�inc[an Street,Suite`2U{? S E R U � V E Y R 'S Corona,CA �J`2�►7'D SCALE: 1'_�O� PLANNERS INGIN S Phone; (951)898-5500 Fay: (051)1 85580 LD�������7'R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DF ESS 1 DESfCD BY DRAWN BY CHECKED BY DRAW �' SCALE 0 RECOMMENDED BY: DATE: S7 Z�// TEMECULA DEF' 0F PUBLIC WORKS RIVERSIDE COUNTY DESIGNATION: B.M. T--29-81 Q e �'9� �Is WS EJL CITYOF ON 2 1 2' BRASS DISK IN CONC. CYLINDER LOCATED FROM <w J. ��` _ VISION OF 7 HORIZONTAL �tv .�\� y c, PLANS PREPARED UNDER THE SUPER ? CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA (In �p s _ �4 o PREC18EGRADING PLAN RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE � N0. 052496 m10 INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED 1 � DATE: � � ACCEPTED BY: � DATE: �l G l TRACT NO. G'�4 I$8-3 axr�- far.: :Y t'r• A.....T. INSPECTOR RD., IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF Exp. 12-31- - �., Ufa:ti�A. A T LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, EDWARD J. LEITH REG UTLER • LINE of VERTICAL ��' 0 Q* 40' N. OF P.P. (NOl 94 N. OF THE CENTER 1 V I L \ DIRECTOR OF PUBLIC WORKS/CITY ENGINEER rF• •,.1969..... PLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET 9�� F 052490 EXPIRES:RES: 12-31-12 R,C.E. N0. 471 a9 . . DATE COM 1 R.C.E. NO. PHASE .� �' 20-21, 47-50 SHEET � OF "�8 1 W. OF MONUMENT. N/A CA!- ELEVATION: 1128.410 I:\72576\PG\PG06.dwg 5/11/11 5 NOT A PANT � � � r r r G u u.u i I -� FF-12 72.U/ I j I'11,.!�. , '' ''' I �,� • � PE- 12 68.0 I .tel PE=12 71.4 `�' I 1 ,I ''' . . . 1 17i-. ,z:: - - I CONSTRUCTION NOTES 11 .'' I .. W .. I .. I . . " . . .1 .'_1 1 � ' ' . . I . I -,-.--.-, , "'I I . I . . __. �',-. . I . . . . �_ . .k».. I 4Z) ,. " ' l I I l 75.7 7 I�. 1 j I FF�12 . 1 � TD. 303 AND ..� 11 .1. 12 75 1 DRAIN PIPE AND CURB CORE PER C . 1 I I I. 4" ND RATE INLET PER DETAIL ON SHEET 2. I S 13 G I I u I I I INSTALL 4 ABS ASTM!-D 2751 SDR-35 DRAIN PIPE. .I _f- I I ` l { 3 INSTALL 6' SQUARE GRATE NDS #05 OR APPROVED EQUAL I ' 1 I I j ._ 268.0 ' 1 I I' .I g 1 ® INSTALL 4" ATRIUM GRATE NDS #78S OR APPROVED EQUAL. . I ,. . . . . . I , .. .1 . I I .. /FS 11 I 271.4 I I1. I 21 FS FS 5 CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING -�,. 72 .. .� P ,, 73 :. ABATE AN PER R SE . /17;1 ,Y.1 7 .,.. -..,.. �. 1. 1 271.4 I DEPARTMENT RETAINING~ WALL STANDARDS � E . ._.... ,.. ...,,. FS ,' �._.�_ . 74 ^ ^ �, ,..t_..,,,. I, , I 1,. , 1 I . ....� FS PERMIT. . ,..,,!-,-,. r /11,11,17 q ',. '., ZFE .' ....... 1..... ,R. ... .. .--.r rrwwn� .�-r.w .wry^ .. , € , .. '.'. 7 .1 25 LA STD. 24 7 :, - 1. 1. F TEMECU 6 CONCRETE DRIVEWAY PER CITY 0 .� . . � 1 . 1 :1 INSTALL ...... I 1, .. ,� , x 10" FS .. w"' .. ... .. ... :'.. ... :: ,. .. .. �. ,. ^`tial, .. ��. .. ,, '.. jj 11\1 illy- .' 'T V !!". wT �s i `� X '. s'r ... a:.. .r :' ,.. . r 06 ��� ter. ..., , ��-7 Ile. .� lio ,� � 1.3 e �10 __ 279.1 8 V r ,_ � 4 F meow�-' a 18.24' FS ,.. 1. - 74.9 I FS 6 l 77.5 i ,�° , r FS 76.7 I 125.00 . 11 �• 274.9 I 77.0 277.0 1 279.1 f - 'L�° HP I: ) I i .. 11 1. ",/. ' \ •moo 1 �G FS k. FS FS FS 47I. J 1. ""'.," r f.i���,,�` -,,��,�,%-,�-.�`�,_..�. �', . I I . . �; 268.12 TG \ 45274 6 - - ,,.,,,- ' , a h' �; I 1. I z I , Imo_... 267.45 INV HP .. i I r-- L' �,.. . 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FS FL-GB FS ED I .J FS � N `V ED I 1 / �., o.Q' I I I . , / , I I 275.0 I �f 1 1------__ - 27 .55 :z ED 1 II I FL-GB � I I z5 . 1 TC _1- -� A �: j,,,'��.,,,,,-,',,�,'%j :Z BW I <r 1 z I_s_ m I I '� % o.oC� I Bw i _ I 4. 1", . " "'.. ! I j 2S Q� ED I% I I 0.0' J at_j JT . . N� __�--_-_ ,�,�, FF�� I I 1276.87 I 2754 :I I I21 ED I a FF1281. 17. I C> a . - L 42 274.87 ► l FF= I FL• FF=1278:97 I PE--- 1280.5 I 1 / -Al J8 12 4.2 w PE=1276.2 I - PF 1278.,E , 0•�5 273.4 273.5 I 0.0' I I 277.7 i 127 FL I FL I Ep I FL I 1 I r. / TC - I I I 1 277.4 07.52' S.OQ .� / 12.9i FL r-- ',I "rE ., - �-- I 275.5 I g . 141 t FL I � I I 1 0 ``` I .41 I 14.3L3' 1 I ; 313 I I �- 73.9 I I 1 / � "�IC NP o �, 278.0 i �,71. ,7.r 777?-7 I , 1. "' ,1:i .121 274 HP I 23 280.5 , ��' -, :1- -- 22278.3 I _� . / * ' 10.21 ,11 FS A.24I 276.2 275.9 276.2 I FS cn - __ V / 12 •.. I ry I FS I ., � �__ 1C . . 274.2 FS Hp FS :'jl 278.3 I 78.00 111.9 FS FS .�-- ,,� . % --. ' �. I 7 8. .-. ... .. . r.,, �... �_, � � /� :+� -= . - - 278.2 _ �� -�� .-. .____-._ �, �. 8 �, 4. . V �., n �, / ---� 78.8 11177 2 15' FS ��77.8 w. .4FS c� -- I 278.8 78.2 - 7 �� 1 I FS FS17 . \IJ (14\4 1\ I I18 . . r. . . � I . .. .... . i16 f`a ` f/ .- _ 9, I I I "Wml_� -. I I I SEE SKEET $ ,, � I I ... .__--.....1-__._1 . . i . i 17320 Redhill Ave. ... ....... .. I - . ; . A i _ i IVf�C3R3E Suite 35t} { 20 0 20 40 60 Irvine CA 9�b14 SIANDARD . � IIIIIIIIIIIIIIII • _._....___________ __.___ 5 C H U L 7 Z Voice: 949-251.8821 kialring Yeti Right ,,It Ffome� FAX: 949-251.0516 Inland Division SCALE: 1"=20` __ . 1 `255 E Rincon Street,Suite`2C LoIIw071R PLANNER 'S 9 N G 1 M E I R S SURVEYORS Corona,CA. 92879 LDI1-o19GR Phone; X51) 8- OQ Fa : (351 S�JS-- n DRAWS NO. H �� DESIGNED BY DRAWN BY CHECKED BY w �, DATE ACCD BENCH ES R COMMENDED BY. DATE: I Z� j� TEMECULA DEPART&r Of � WOWS CONSTRUCTION RECORD DATE BY REVISIONS F S E SCALE Q� aye WS WS EJL 8/09/11 W.S. 1 REVISED HOUSE PLOTTING ON LOT 43 Z v RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 .t(d Q �• �� ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM HORIZONTAL. ry y� Fti 1 l PLANS PREPARED UNDER THE SUPERVISION OF o �, CONTRACTOR - . THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA � p s PRECISE GRADING FLAN RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD, TO THE N0. 052496 z HO CALIFORNIA RD. AND MARGARITA AS NOTED 'T' 1 ti OF RANC L--. 2.� DATE: TRAC NO. rm's--r OA188"` 3 INTERSECTION �, DATE. � ACCEPTED �Y: x' _ _ �}`. RD., IN THE N.W. CORNER of THE INTI<RSECTION f E. OF aG Exp. 12--31-12 � a S, ST.L7.T� INSPECTOR EDWARD J. LENTH iYA * G EG UTLER �7 f• _C � A 7 LINK FENCE. 21'x 18 AROUNQ SO. CALIF. GAS ALVES. VERTICAL C � 40' N. OF P.P. NO. 94' N. OF THE CENTERLINE J'�' I V 1�. Q' DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ( ) C\ 1 rrj &Mrs � �- 43-46SHEET OF 16R . FIBERGLASS WITNESS POST SET J 6 S: 12--3 r�2 .E. No. 47109 ��: PHAS _ , DATE COMPLETED RANCHO oF MIQUNFUMENT. D �` CA��F� R.C.E. NO. 05249 EXPIRES:RE R.C __ N: 11z8.a1a N/A 11 ELEVA o I.\72576\PG\PG07.dwg 9/23/ Lq CD V) L.L Cl 00 Ll- CONSTRUCTION NOTES 58-09 1000, 7"�7,' a 777,77 �_L77_. Ila 00 DRAIN PIPE AND CURB CORE PER CITY STD. 303 AND (0 V) 40 6 CIE'7""L': NDS 13 GRATE INLET PER DETAL ON SHEET 20 INSTALL 6r SQUARE GRATE NDS #o5 OR APPROVED EQUAL ABS ASTM-D 2751 SDR-35 DRAIN PIPE& 77717� 7777 I NSTALL �77 106.13' 77�7,7 777 77"" INSTALL ATRIUM GRATE NDS #78S OR APPROVED EQUAL. 00 241 CONSTRUCT RETAININC, WALL PER CITY OF TEMECULA BUILDING 271. \270.2 70.4/ `7 7 F%j "p PERMIT. FS FS 0 Vs INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 26 27 Ft Zvi 2(5 269 2709 H CY) CN Ft T 0.0,0 ED 26 6.4 7 2sp FF,1 A 265.8 126/ PE 1261-8 jj.2j -7 p 69.6 0.5 269j FL .04 EO FS 0.5.0 If to 0.2 ED ED 011 GF 71-40 To 0 2?0.4 5p V 7 0 IV ED 0.4 4 12zo 8 ca ED I PEz=1,2ZO.2 r 6 �i 1. ;7 268.9 270-54 EO 2?0,2 FL-cI3 1265.8 GF=: 00 wt --1270 GF, 270.3 ED 2 07, 0.00 8. ED -268.9 FL fQ (Z 1.4% Go 6 44.47 V 68.3 45 3A FG 7.82 0 0 16 266-19 TG ACV 6 113-47 16.72 all Al�lj 270.82 T 270.15 INV. 4 A,- 270. IV9 FG CID to ------- 14 co 4co 00 1- 4.Off 0.3' /0. 2 272.26 ED FS 1272. 1 \271.2 72.44 270111 FL-GB FL-GI3 FS 4 QC HIP /0. -s 1 689 267.(C4 7jN �-�j70.90 G *c7,,Z�71=3d <P 5 FG 79. 07 OF 111*4 05 zou.90 IN e-1 1 0 1% moo* 1260-59 LG 'ez Z7 1=_j_j 0.01, 0.n U ......... U 265.6 0., '441 77.06' 16.12 ED 2?0 _0 U.0 66. -zt I ' 4.Me CX * 33 FC, 4, 2s 0&4' 6z. 2 126 ED Ga 2?0 4 7.1,2 04 FG GF: ED 265.8 266. 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H P 265.2 270.5 268 07j, FS 268.1 FS 7 z 7 17320 Redhill Ave, m 0 a s 9 Suite 350 20 Irvine,CA 92614 S"14ANDARD PACIFIC HoNIES 0 20 40 60 S C H U L 7 Z Voice: 949-251-8821 Nialeing You Right At Floyne' FAX: 949-251-0516 Inland Diisloa APPROVED BY: 255 E%incon Street,Suite'200 SCALE: V-20" PLANNERS ENGINEERS SURVEYORS Corona,CA 9879 2 LD7'xZ'd%-w017GR Phone; 0089-8-5500 fax; (V,)1)89&5580 LDll-wO7lGR NAME DATE LD11-w 019OR CONSTRUCTM RECORD DATE BY REVISIONS DATE ACCrD BENCH MARK DESIQ*k�,BY DRAWN BY CHECKED BY SCALE wmwm N011 RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 ws ws EJL RECOMMENDED BY: DATE: I/ CITY OF TEMECULA DEPAR"NENT OF RMW WOWS ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM '0'1111 el, e I "'p R THE SUPERVISION-OF THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA �.A RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO T'HE INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA No. 052496 PRECISE GRADING PLAN RD.# IN THE N.W. CORNER OF THE INTERSECTION 1* E. OF Exp. 12-31-12 DATE. ACCEPTED BY: DATE: A 7 LINK FENCE,, 21"x 16' AROUND SO. CALIF. GAS VALVES,,, w 1 2 TRACT NO. 24188~3 40p N. OF P.P. (NO.#) 94� N. OF THE CMTERLINE OF C/M A CLII FIBERGLASS WITNESS POST SET I" W. OF MONUMENT. N/A -OF CAO 052496 EXPIRES- 12/12 -,_n2 REVISE PRECISE GRADING FOR LOT 39 ELEVATION; 1128.410 PHA SIE0 7 L04"w" 25-,276 AND 39--o 42 4 1:\72576\PG\PG08.dwg 3/27/12 -. ... " ... . . ..,-. . . ,-...-..., .� �� �. Ns" , -�' , , - . .. - "'. . -�, --��"--I :. I '.:;�..,... . - . , ,�- , :.-.... I , " ... -i��.:i:,�.�,.� :',- ,.,.-:.," ,. , ...1 . 1 . . I ,.�� 1:..:� -..-., : � ..''..- . .- � . � .. _ . . , I __ . ���� I I ... . I.. �-. I . ;, . I.. .. . 11- 1 .1.". . ".., . ..1 . -- t, ''I . .. . - 1� . . . .,,.� , �, I,".� I.I 1..... ...1,...I .�' . . I CONSTRUCTION NOTES .;, ,-�- � . . -- 0 _.. ''.. � I .� . I. . . ....... I . . -1 . . �:'' .., . " ' V - I ^ . . . . . 1 . - : . . . . . I .1111 1".. I I I ''....1 .11 . , . -`�. . 1. I '' .. - .. - I-�-- �"� .,�,-,.. . -.1". . , 11 . - ..' 1 I., 11 ." .":, -,.".. Z� o , . . . ,.. .. ., ., : 1 �:, -, 1 DRAIN PIPE AND CURB CORE PER CITY STD. 303 AND S � F, 1 �' 4 NDS 13 GRATE INLET PER DETAIL ON SHEET 2. (" W % �- . ~-- 69,94 `� . . 0 - 1: ti - 25 �2 TMD 2751 SDR 35 DRAIN PIPE. -� - � .� 2 INSTALL 4 ABS AS -- � , 1111•. 1 1 • F I 5 . ,,� `_ . , -W -. 1F #05AL 3 INSTALL SQUARE GRATE NDS OR APPROVED EQU-� I S5 \ Q �„l Q .. ,,_ °o 261 I I , 4 .� „�I. 1 o� V UAL. � .�:: ..� � 4 INSTALL 4 ATRIUM GRATE NDS #78S OR APPRO ED EQ. . . 1. �! � ,. 1 / e. � 1. 4 ,- FG _� 1 /,- � . . 1111_ - ,. - ,� . 1.27 5 T R AINiNG WALL PER CITY OF TEMECULA BUILDING / � CONSTRUC ET , , - f � -y. / ! I ,o �. _-. ,._ 0 . . . .- t RETAINING WALL STANDARDS AND PER SEPARATE _ � ENT RETAI G '� ,� ,� _ 4 . . 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"..1-..,...-"---...,.-----.---...-,..-..- . S C H U L T Z Voice:949-251-8821 VICI Ing, Yon 1�ight ,At 1`-Hine.=", 29 9 29 40 FAX: 949-251-0516 Inland Division `2�),5 E Riucon StreQt,`quite 2 R «► NNERS ENGINEE �aI S U R V E Y 0 R S Caroma,CA92879 SCALE: V-20' I���,'I (960898-5500 Fax: (951)898-5580 LD1 -019GR ----- IIIIIIIIWIIIIIIIIIIIIIIIII� ........ REVISIONS DATE ACCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY D�W �• CONSTRUCTK)N RECORD DATE BY SCALE SOF E S S/Q RECOMMENDED BY. DATE. 111-4-111 � DEPARTMENT OF PI�LIC WoRICS RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 S)Q ��� WS WS EJL ON 2 1/2* BRASS DISK IN CONC. CYLINDER LOCATED FROM ��' �� J• � � CONTRACTOR THE INTERSECTION OF FRONT 5T. AND RANCHO CALIFORNIA HORIZONTAL �-- oy�Q' �� 2� PLANS PREPARED UNDER THE SUPERVISION OF W s - N °� PRECISE GRADING PLAN RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE �' N0. 052496 r:-r, c�� INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED ,�„ DATE: � � l�1 Y: Gr/ DATE: S��� / ,x.a �A=J�• 24188-,3ACCEPTED B r:. YtR. TRACT NC's INSPECTOR RD., IN THE N.W. CORNER OF THE INTERSECTION 1' E. of � Exp. 12-31-12 � �_x;: :,.,--�.::,x�a�•a A 7' LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, * EDWARD J. LENTH REGI UTLER G '' 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF VERTICAL C/V 1 L \ tf _ DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE COMPLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET ��E' F0, R.C.E. NO. 052496 EXP I RES: 12 31 12 R.C.E. N0. 47109 ?l° lg ; PHASE 8 27-A2.191 36-38 SHEET (� OF "181 W. OF MONUMENT. (v A OF CALF �+ ELEVATION: 1128.410 / I:\72576\PG\PG09.dwg 5/11/11 1 . , "'i I . . . .': . I . . . .1 . / . h . ��� 0.\ . 1% I I" . ... . . I . .1 . .I . . ' '. I i .. :�-'' . . .. .. .. I. I �1 .111 . I.,I '. I I. . .. I '' . . /. / 0 . ., . �.. ,� I . --� � .1. . .�.'. ' . . I I . . \11 / . . /-1 / ::����--"Q .�, , / . . S hI '' 11 .. . I I . 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I '' ZZ!, 101 .., ;. 1 3" DRAIN PIPE AND CURB CORE PER CITY STD. 303 AND � r~ / 1 1 / l' . •. NDS GRATE INLET PER DETAIL ON SHEET 2. .•.�,%. 4 .�.. /I / s � ...r .7... .•.,� s � 1 ..� � 2 INSTALL 4 N PIPE. ,, . , ., �O ;, S LL A@S ASTM-D 2751 SDR--35 DRAT E .•..� ., . , 29 • INSTALL � SQUARE RAT N #05R APPROVE UA Q E G E DS 0 DEQ L 6 , 1 . u . . 6 ---- 4 INSTALL 4 ATRIUM GRATE NDS #78S OR APPROVED E UAL. �_. ' I I 1. _ _ 1:11 . dr o Q -� s �-- F s � . s . Ir - I - ,, 8 Q CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING 2p / / F � ; : � / DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARATE s 1 i S / . %� . '' .. . . . . . I . ':�. , " . 1 . 1' ' ���'. ,/ PERMIT. 30 '4. . f I / �. /� � . . 1, -, / . , I I l/ 6 INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 S I . per- y2s • c ' 3 1 ``` � / J 1,4/. X60 / I/ I I hp � " Hp •a' / � 1.1.- F / � a I s I N .. . , . . - I I I I/ ,�"I . . "� I . ° 6o ry f 0 '� � / .: '' ?6 / D > '/ , I I . 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' '...'I .." : '.' ..' '. .. '. '. '.'. 1, . �:�'.' �'� ' ': I - I . . . � .. I ., ', . / L' ' ', -' "I'll ' --�" '". I ,' - . ' , I , I k . . Y'','.'� :* Z�"z"N I , . . SL i .. . 17320 Redhill Ave. . b M 0 a S E Suite 350 ___..____.___._ Irvine,CA 92614 STANDARD PACIFIC Homr,4s S C H U I.T Z Voice: 949-251-8821 Nialzing You 1bght ,alt Flo--"""'"-------,-,,-"me�� 20 0 20 40 60 FAX: 949-251.05116 ruland Division 255 E it-neon Starcet,Suit'&`200 PLANNERS ENGINEERS SUR1/ EY0RS Corona,CA 9'2879 __ Phone: �.. I�. 1)8 3-, 500 Fax: 0351)8W5580 SCALE: 1'-20-' - - .-.-... LD11-019GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCAM pf ESS/ DESIGA ED BY DRAWN BY CHECKED BY - DRAWING (�, y IR pivq W J RECOMMENDED BY: DATE. Z // CITYOF TEMECULA DEPARTNENT Of PUU,C WORKS RIVERSIDE COUNTY DESIGNATION: B.M. T-29 81 �Q p J. � WS S E L ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM HORIZONTAL �� �F �2 PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA p� A 0 g � RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE � s PRECISE GRADING �r PLAN INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED cD No. 052496 �� INSPECTOR RD., IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF '� Exp- 12-31-12 DATE: I I ACCEPTED BY: G� DATE:.rIll'.111 ,�,a� a:A. xer rtr�ars" ���CT NO. 24188-,3 A 7' LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, �* p EDWARD J. LENTH d r, 40' N. OF P.P. {NO.#) 94' N. OF THE CENTERLINE OF VERTICAL J'\ oVIL �Q` REG UTLER w DATE COMPLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET '9�' �� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER r 1' W. OF MONUMENT. N A �`'� CAL�F� R.C.E. N0. 052490 EXPIRES: �2-31--12 I R.C.E. NO. 47109 ?r-:9 PHASE 9 - LOTS 3SHEET 10 OF 16 ELEVATION: 1128.410 1:\72576\PG\PG10.dwg 5/11/11 S' •. n� - �.,.-l . -- . . . I . .. . I . . . . . . . . . �--- . I . , ,r �.�. ...... . . ---1 . .. , 11, 11 I . . - . . I . I I . . . . .. .. .. CONO"TRUCTION. ,-----� :1� "I . .1 . . I . .. . . 11 . . . : .1. I .... . .. I .l.. . . I. . . . . I . I' ll NOTES . ' . . . ' ' . . . ,. . . I I . I : . . ".. . '' . . . . I . . . I ". .- . . I : . .. __---- -- I .. . . ... . . I . . I ... I.' '.. . I 11 .. . . ., 1.11 . - ;., .. . I . . ... . ... .. ... . . '. I . . . -�l . . . . . . . . . I I . 11. . . I I I . .. .. . 1-� "ll, -, . I . _...,-.� ...-- . . . 1. . --1 1 . . - I.. . �. . - . . . I I " A . . .'". I . .. . . I - I I . . . I -1 r , I .. I I I I . I . . .. ' ' ,. . . - . 1. . ''. . . : -----� . I ". �-- I . I .. . . . . . . .. 1. .1 I. . 1 . 1, I . . 1 . �-: . . . I I . . . I 1. , ,. . . .. , , . . , . I : - 1 . 1 . .11 -1 .� - .. :=' -' I -� 1. a 3 AND -� .� _ 6 2 .3 4" NDS GRATE INLET PER DETAIL ON SHEET 2. , . ._ 1 2B2.3 G 2 INSTALL LL 4 ABS ASTM -D. ,. % G D 2751 SDR 35 DRAIN PIPE. � . -I. .. � . ��� I. _ . . F 1 F a . . ' ... ...:.'. '... . '.:.. I . 3 :..- INSTALL 6" SQUARE E GRATE NDS DS #05 OR APPROVED EQ �7 1 1 ,I -1 I I 11 le, UAL L " I . Q U I. 1 4 INSTALL LL 4 ATR1. IUM TRIUM GRATE NDS #78SOR APPROVED E A. : .1 , ."I �.-��,'', , , - , , ,:. . .. - 1-w-'. I - ,,,� . I. . I . . . . . � . . . . � 78ta. . . I I . . . . -lli,�'--11- �' : � '. EQUAL. ,� . 5 . .1 ,', . . . . . - . . . . I 1, I .1 ". �,.,�-�,-.,�. - �-,:-," :, i'�;L,;,. i..::�i",_ :. 1 . .... . 1.:.,�,... ;- 1 I ... . , .�, . ''I .. ., . . 1. . .. . . .1 . . I. , . ... . ,. . I I . I --�. .. 1. . I.. ,.. .1 I I I . I .. . ., . . I . . I . . . 1. . .. . I .tq?lay4t4L , CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING I I -, . .... .- .� 2 6 ,,,�- - I . : , . . , : . . . I . . I I .. ''' . . . . .1.11�' . I :,.: .1 .,:" I . .:: P11* , a . 11 �l .: �- _ r�--� . ..%l . . ...- %1-11.11 ,, . I . . . 1: '. . . . ..� -- I . :� , .. "'. ; " . . -. . . ,. . . I , . -- .1 .1 ...: t . . . . : , TM ENT R , G 1 R TE • % 1 .. " �� 1. F I PEI - RMIT. . , I. 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CA(--T21319 Phone: (950808-: 500 Fax: 050898-5580 S C A L_E., V-20' -- ...... -- . � . ...- - - LD 1--019CaR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK E SS/ DESI D BY DRAWN BY CHECKED BY �ilLZ!/ DRAWhIQ NO. RIVERSIDE _ SCALE Q � RECOMMENDED BY: DATE: � DE COUNTY DESIGNATION: B.M. T--29 81 Q e WS WS EJL � DEPARTN�IV'T CITYOF TEMECULA OF F�UBLIC WORKS J. ON 2 1/2 BRASS DISK IN CONC. CYLINDER LOCATED FROM HORIZONTAL ��� !F � CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA 'I%, mac, PLANS PREPARED UNDER THE SUPERVISION OF RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE vi w f INSPECTOR INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED C No• 052496 � �� T PRECISE GRADING PLAN 00? DATE• � 1 t( J /�• // `' RD., IN THE N.W. CORNER OF THE INTERSECTION 1' E. of � Exp. 12-31-12 � ACCEPTED BY: Gt. Lw DATE: ,.xa- • x�::. TRACT NO. 24188-3 *•• mss A T LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, � � EDWARD J J. LENT o:,�: 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF VERTICAL J'J. CI V I \Q- REG TILER d v: "` rr xra'a I� DATE COMPLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET 1/% `�' ' 052496 12--31-12 DIRECTOR OF PUBLIC WORKS�C I TY ENGINEERr?� ...18 1' W. OF MONUMENT. N A F pF CA�1F�� R.C.E. No. EXP I RES: r R.C.E. N0. 4710 0 ELEVATION: 1128.410 .. 9 .• +° PHASE10 - LOTS 72-77 SHEET 11 OF 16 I:\72576\PG\PG11.dwg 5/11/11 r777 oorRUCTION NOTES .. .. 77 `, CON01 . '.. ^•w ,.rte ... , :. .. -tee+ ..e..+.. :,..... ,.. '., i : ; r , RAIN PIPE AND CURB CORE Cl T Y STD. 303 AND .. 4 PER DETAIL ON SHEET 2. , , ^ • ., RAIN PIPE. TMD 2751 SD . . . INSTALL 4 ABSAQS AS , r NS 2 2 6 t . a A INSTALL �' SQUARE R E GRATE NDS #05 R APPROVED EQUAL Y 762 _ , 7 ,. #78SEQUAL � .. � PROVED .� 7.7 t.,. TE NDS OR AP Q . . .. _ 28 �` 4 4 ATRIUM GRA p . . INSTALL 9 . , / : _ I INC CONSTRUCT REMAINING WALL PER CITY 0�` TEMECULQt BU L� z4 6 70.28 ,_. 1 DEPARTMENT RETAINING- a WALL STANDARDS AND PER SEPARAT / � _. , 30 ?75 275.0 - 80 $� 2g PERMIT. p -i�- 49.3 \ \ FG / 72.g5 - 73.3g' 282.3 j / / 278 278.6 / / / 6 INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 77 / •6 2 / FG FG a / J � / �l FG 78.,3 FG / � � � 26.0 / / �� �\ /' I _ � • •`AHP.. i' :j 2$2•j l�� l FG 3 1� MIN. � � ;� �079 �82,0 C O-V 1� 82 2 t 0.() C kv 7• % / 28 FF- 1,6 i •. / :i: / 1 .5 �a � _ a tip y • 1~ 0.0 f � 9z 278.� r�- �, - � `'y 27a4,FD FS FS 4 0,,,5 / � � ,, J 278• -• � / `3`0 rG / / c`�;• 0,s' � -+� 28�4 � • / 6�9 J � 277.30 /N - / / -j E 282 l � GFS l / - v D 64�50 >20 I .5� � l 282.16 FS . :/ •l � � � F i 282.00 TG I I � `� 28.4 V71 s , a � • D � '2772 ED U.51 k2 tj of I ' � � 28 t l ~r l 2 2.16 0 5, / / p� X86 l 285 � ./ \0�� � "�..' . 64.29 � "� �a i L�GB S �D 280.8 � ���p U 00o C8 275. � • , '. .. .. ?84.8FS o � . 8 7 � � w 19 1�1 � ... i 274 98 � `v as/ � 1 p 3 cpm F� -� �G �1 •,INV �` - ��86.0 C\4 0() 'j- lV_80.0 ro > � '� ,��°���• / 9�, � ` - • • �� �- 1� 9 � ~ �X21 1�$ 1 �� 1'� •. 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SCALE: 1'=20 255 E Rinre con Stet,Suite'200 �,� �; � 1 LD11-137 R PLANNERS ENGINEERS SURVEYORS Coroua,CA92879 ( i ff,, f 89&5580,� g Lt31�--019C�►R Phr�ue: 9 -' \���� � 5�Oil Fr�: M51)1y(J �(J0 DESIGNED BY DRAWN BY CHECKED BY DRAwM NO. REVISIONS DATE ACCO BENCH MARS F VSs RECOMMENDED BY: DATE: L TEMECULA ���� � � wORlcs CONSTRUCTION RECORD DATE BY 0 / / OF SG Q� �tiq WS WS EJL 8/09/11 W.S. 1 REVISED I--fDUSE PLOTTING DN LOT 79 � � � RIVERSIDE couNTtr DESIGNATION: B.M. T-29-e1 ��o � �• � �� ON 1/2" BRASS DISK N ION: .M.INDER LOCATED FROM HOR i ZONTAL y� Fy 2 PLANS PREPARED UNDER THE SUPERVISION OF T CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA � � y � ..-�-=� � � PRECISE GRADING PLAN RD,, 1.8 MILES N.E. ON RANCHO CALJFORNIA RD. TO THE N0. 052496 � INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA A5 NOTED � '�' Q. - 2� ,� �� � DATE. ��lTRACT4 IS a� n, �` DATE. � ACCEPTED BY: _�Yx_ :�x. ,� S �` INSPECTOR RD. IN THE N.W. HE INTERSECTION 12-31 d ".::�. w: CORNER of �' E. of � Exp• �-12 �' LEN`tEi GRE C TLER A T LINK FENCE, 2O E AROUND SO. CALIF. GAS VALVES, VERTICAL EDWARD J 4o N. of P.P. (NO-1) 94 N. of �E CENTERLINE of �q C/V► _ DIRECTOR OF PUBLIC WORKS/CITY ENGINEER •• � RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET � � 05249 rD EXPIRES: 12 31--12 f? ••i�a�s . PHA'O'r-' �� -- �,Q r� ����� ��'" 1,� 16 F �FQ R.C.E. N0. R.C.E. N0. 47109 f�•r�. � T CO MPLE ED DA E t W. OF MONUMENT. 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LENTN g:r.. •• _. _T. • DATE COMPLETED 40' N. of P.P. (NO. ) 94' N. OF THE CENTERLINE OF VERTICAL. LDS C1 V I L \Q` CREC BU LER d - RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET -9J� �� ty �' w of MONUMENT. F 1�0 R.C.E. N 05249fi 1 1 1 DIRECTOR OF PUBLIC WORKS CITY ENGINEER N A CAL 0 ESP I RES: 2-3 fry "i�ea�: = R.C.E. No. 47Tos . ,� ELEVATION: '�i28.4�a w" PHASE 12 LOTS 67 68, 81 82, 89-91 SHEET Of= I\72576\PG\PG13.dwg 9f 23/1 I CONSTRUCTION NOTES .... ,...,. 1 , 3" DRAIN PIPE AND CURB CORE PER CITY STD 303 AND 4� NDS 13 GRATE INLET PER DETAIL ON SHEET 2. 2 - INSTALL 4 ABSASTM -- .. BSD 2751 SDR 35 DRAIN PIPE. Y 3 •� INSTALL SQUARE GRATE NDS #05 OR APPROVED ED E UAL Q4 INSTALL 4 ATRIUM GRATE NDS #78S OR APPROVED EQUAL. 5 CONSTRUCT RETAINING ET G WALL PER CITY OF T M I I r E ECULA BU LD NG . : � DEPARTMENT RETAINING WA STANDARDS LLS D DS AND PER SEPARATE -- 11 _-: . .Sp y. PERMIT. f , 2 3305.3306.3 3 6 INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 y F, 92 7 2 0 3 S F 1.J S - _ t 1 302.8 302.5 302.8 FS5 1,1 /� 306.3 --. 114.5684 . S 1 - FS N HP FS I 1 !� 305.0 0 9.38 297.7 \ 300.3 �� 300.0 300.3 ; 1 � ; l P h 3 \ ��o M HP FS �, " �0 °s o 83 FS `� � FS � 86 1% MIN f"I 82 :-V". 2g9 8 A. , 24-402 1 , \ V\_ l 30 l FL I l 13 39' 304.6 0.0 5.vv 10I� 4C 299 TRo.o I o 300.9-1 1 Ep I 2TR 1304.5 :I \ � F�-1 � � I FL - ' `•" 7 -`� .•' / / . 1300• 3SRI 302.0 1 , FF=1305 9 I pE o.o o - / I FL I / 5 ED cn 3.4.7 � � PE=1305.3 I � - 0 / PF--1302.8 Ik l as -L I / FS / / 05. / V, .64 0• i 1 BW I I I 1 04.0 \ Q 300 �D \ ` I I 3 JA FL , / 16 , 1 I 301.6 l 305,64 0.0' I 0.4 04 7 0 �s 0.16 _- 1 l , I FL_Gg { ED 1 L90 / 3Q3.14 0.0 i FS ED I 5.3 cB 0. o Fs cF-�3 92. 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I ► o , 12.33 t,► \ \ I I � . • 301.5 I \ FS 301.5 I / �� \ �. 56.75' FS I I 87 Tt „r- I X05 / AV / 17320 Redhill Ave. -"-•---- - / tir 0 a s E Suite 350 _.__.._...._____._ ~- --- .� �� � / •• [rvine CA 92614 STANDARD RkCIFIC f-.10,NIES S C H U L Y Z Voice:949-251-8821 .fit a k T fig Yo ff X i h t At Fl to nt e' 20 0 20 40 60 FAX: 949-251.0516 Inland Division / NEW 255 E Rincon Street,Suite 200 PlANNIERS INICINEERS StJRVEY +DRS Corona,CA92879 � • Phone:Phone: ��.���898-5500 �a�: ��ai�8W,5580 SCALE: 1��=20' LDII-019GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE OF ESS/ DESIGNED BY DRAWN BY CHECKED BY DRAWS NO. Q� °Nq WS WS EJL RECOMMENDED BY. DATE: CITYOF TEMECULADE-PARTNENT OF PLIC WORKS RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM � J• �tn CONTRACTOR THE INTERSECTION of FRONT ST. AN RANCHO HORIZONTAL ��v �y PLANS PREPARED UNDER THE SUPERVISION OF D ANC 0 CALIFORNIA J► G� RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE w s r 7 PRECISE GRADING PLAN INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED No. 052496 S� `/ � INSPECTOR RD., IN THE N.W. CORNER OF THE INTERSECTION 1' E. of � Exp. 12--31-12 .� DATE. ACCEPTED BY: DATE: xix xa=i.: a wYw:rt TRACT' NO. 24188 � A 7' LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, �r �r EDWARD J. LENTH6UTLER �:Lr ••�t::�-�•-j-.xG���•� 40' N. OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF VERTICAL J'J9 0/V l- �\\Q- REG DATE COMPLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET �� �� D�2t�g6 12-31-12 DIRECTOR OF PUBLIC WORKS/CITY ENGINEERr?. :•'i��a:':'' 1' W. OF MONUMENT. pF IAF R.C.E. NO. EXPIRES: R.C.E. N0. 47109 fes, 83-ELEVATION: 1128.410N/A CA PHASE 13 88 SHEET 140F 1() I:\72576\PG\PG14.dwg 5/11/11 .. . 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"I � 1 17320 Redhill Ave. --------�L m 0 Ft s E Suite 350 Irvine,CA 92614 S 1"A N f.)A,R D F'ActFic HoME S ' -''-' ''',-",' '-",--''--,-,- ---*,' I'll S C H U L 7 Z Voice: 949-251-8821 Ntaking Yo, it Right 'At Homt!" 20 0 20 40 60 FAX: 949-251-0516 Inlaud Divisiou �������������������������������7-- . m " I 111111111111111............�l���������������������������m 0 1 ,2.155 E Rincon Stireet,Suite 200 PLANNERS ENGINEERS SURVEYORS I Corond,CA 928719 SCALE., 1'-20' phone" ((Y,)I)898-5500 Fax: 051)898-5580 LDll-019GR . ...... . . . �......... - . ,,,,,,������,����������������������,,��������� DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. CONSTRUCTION RECORD DATE BY REVISIIONS DATE ACC`D BENCH MARK ��'ss r RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 SCALE . i��1'����5 s/ WS WS I EJL RECOMMENDED BY: .. - e��'7--' D A T E: ..�sjl 2,P CITY OF TEMECULA MIAMENT OF PUBLr.o WORKS ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM 1<451) J. �e" <0� I . . - THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA /_1 P ,� co �� , 9 T RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE ' ; PRECISE GRADING PLAN '' ---' . G No. 052496 -O &� . INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA m DA - " . %_0 --a TE: -<C' T I Li - /--% � .-- RD.. IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF v, Exp. 12-31-12 --'o amm---- - : zj 64..- DATE: �/-/fo/lt . --.-- CT NO. 26W-AIU88-3 -N � 9 a A 7' LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, * I * a ..- &. 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF kj�x � C/v0- s .........:.: if K .......... -:.-.-.:'- RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET f"A- 0 .. 8 . . . 1' W. OF MONUMENT. N/A , Of- CAO� R.0.E. NO. 052496 EXPIRES: 0 PHASE 15 - LOTS 64-60', 92-95 SHEET 15 OF 1(3 2 i ' I L94J.7 I I I 11", I '" ' ' I � - I I I I - j 'R I I il I IT ly\ . TI" r- T bt;� % ;"'� I I., 6�, 1 89.9 - I i �' I I I ji ff I I L IlAe,*" ,I l' - I , I I I\ I I " I ' &.'.71 le----� ' 0 1 24 * ED 1 1 1 89. 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T-29-81 �C) Q �• wS WS EJL CONTRACTOR ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM HORIZONTAL �� y� ��`� �� PLANS PREPARED UNDER THE SUPERVISION OF THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA y 0 a4 ? RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE PRECISE GRADING PLAN AS NOTED c� No. 052496 m �• � INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA N DATE: / xaia rrr INSPECTOR � Exp. 12-31-12 � ACCEPTED BY: DATE: � � � r�.,. _ ,Y.-rx, RD., IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF TRACT NO. ��� �r * EDWARD J. LENTH P.��: ���•'���'�'-�'��'���� A 7 LINK FENCE, 21 x 16 AROUND S0. CALIF. GAS VALVES, GREG UTLER d =; ` ' .. 3 I .. 1 40' N. OF P.P. (NO,,#) 94' N. OF THE CENTERLINE OF VERTICAL J�► C1 V 1 L ��- DATE COMPLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET 9J` O�� 12-31-12 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER i' W. OF MONUMENT. q� GA��� R.C.E. ND. 052496 EXPIRES. R.C.E. N0. 47109 f'' ,. 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