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HomeMy WebLinkAboutTract Map 30667-1 Lot 1-36 Precise Grading 15 215.GRADM Tq O,r S,o NOTESHARVESTON TRACT NO,. 30667 1 R�NcS 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. � 'q0 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. PRECISE GRADING PLAN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED P A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE. 15 3. MAXIMUM CUT OR FILL SLOPES = 2:1. \ 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � �� PRO ECT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY � SI PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH _ OPO WITH THE APPROVED GRADING PLAN PRIOR TO _ GRADING IN ACCORDANCE W � �_ _�. o � ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES / `� ��� 3 2 VKW4N MAP S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN \� 1 ,�► NOT TO SCALE ONE FOOT. V 3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES �� 4 ' DATED JANUARY 17, 2002 l / V4POR T • TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE - ,�o � N E 32 s W TUu, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. g PHOTOGRAMMETRIC SURVEYS, INC. I I 647 MAIN STREET, SUITE 1A 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 31 20 ` RIVERSIDE, CA. 92501 DEPARTMENT, TELEPHONE 909 694--6411 AT LEAST 24 HOURS IN ADVANCE D (909) 686-5103 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- I .Q 2 DATE OF PHOTOGRAPHY 8/5/98 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ' 48 EACH LOT. I 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL I 47 :1 _ BASIS OF REAF04M, NO SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE I PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 4028 r EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR T THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51,35' WEST 0 46 � � � THE APPROVAL OF FINAL INSPECTION. I [RACT o HA° U U eo�0� �( 0�Q�0_U FOR A PORTION OF THr CENTERLINE OF MARGARITA ROAD AS SHOWN (�]I ( 4 I 57 28 26 w � �7 7ON A MAP OF TRACT NO. 29286, MB 298/86-89. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. to 26 � I I ` 1320 6 14 ` AWAY FROM ALL EXTERIOR WALLS AT NOT ' 24 13. FINISH GRADE SHALL BE SLOPED � � V � ���,� , 1EGAL1**%.R% Tm LESS THAN 1/47 PER FOOT FOR A MINIMUM OF 3 FEET. _4 I ' � �1 t� �� BEING A SUBDIVISION OF LOTS 13 THROUGH 16 AS SHOWN 14. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ` 6 23 3 / ON A MAP OF TRACT NO. 29639-2, TO BE FILED IN RECORDS PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- I ► 43 52 24 16 OF RIVERSIDE COUNTY, CALIFORNIA. N LEVEL SHALL BE GIVEN. IF AN ELEVA- / TION (WITH RESPECT TO MEA SEA ) ` � TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL , 54 , 12 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 42 10 ' JkSft%SSM4S PAPM I � 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE I 32 21 ' 910-110-027 PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER ' 4-A�,.� _ -1_RJF,. I 3 �1 , 910-110-076 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- I ' 2�. SHRUBS 20 � � � 916-170-008 TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. _ ; SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- I ''` 38 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 41 40 3D 38 37 36 36 10 21 /• EGS PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER I � 0 • U.P.C. CHAPTER 10.R. I 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR �- FINISHED SURFACE FS ELECTRICAL LINE E TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. - FLOW LINE FL SEWER LINE S TDP OF CURB TC WATER LINE W 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FINISHED GRADE FG GAS LINE G THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- MINIMUM REAR MINIMUM REAR HIGH POINT HP FINISH GRADE FG RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON %[)M( MAP LOT AREA (S.F.) )(DEPTH YARD LOT AREA (S.F.) L.F. PERCENT % EXISTING GRADE (1234.56) REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED YARD DEPTH (L.F.) TYPICAL TYP. PROPOSED GRADE 1234.56 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SCALE: 1 =120 1 5192 24.0 19 5062 21.0 ASPHALTIC CONCRETE A.C. CONSTRUCTION NOTE NUMBED Q 18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 2 5018 20.0 20 5309 19.0 GRADE BREAK G.B. CATCH BASIN CB EDGE OF PAVEMENT L// BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. .. 3 5041 20.1 21 5237 15.3 TOP OF SLOPE T.S. DIRT ROAD 4 5153 23.7 22 5611 25.1 CUT/FILL TRANSITION ___�i ----�F- 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF EXISTING CONTOUR (11-� A.C. DIKE PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 5 5654 22.4 23 6137 33.2 PROPOSED CONTOUR 112 -- SANDBAG LINEa SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO6 6183 31.6 24 5597 25.2 ASPHALTIC CONCRETE A.C. ADJACENT PROPERTIES. 41 MIN. 7 5806 32.3 25 6040 29,6 PROTECT IN PLACE P.I.P. 20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 3 2 3.w 1 ti 8 6021 37.6 26 6019 36.5 TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE PROVISIONS MUST BE USED TO •�' =. r 9 5899 37.0 27 5954 35.3NOTE MEASURES AND TEMPORARY DRAINAGE _ PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. Iii 300, 10 6438 36.0 28 5889 34.2 . 11 7757 25.5 29 6538 35.5 THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM BE PERMITTED. r II 12 5778 21.0 30 5696 23.8 STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED - ' 13 5848 27.4 31 5277 22.0 22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, SPECIES ACTS. EARED KEYED AND BENCHED INTO FIRM NATURAL - _ _ THE TERRAIN MUST BE CL ,- � `= 14 5511 26.7 32 5288 21.4 SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED - = = - YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. 15 5974 22.0 33 5461 26.8 22 6 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE 16 5629 22.2 34 5669 DISTURBANCE OR GRADING. 23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FNE-TENTHS 17 5034 21.3 35 5367 25.3 ) 1.5 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FORCUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT 18 5048 22.7 3fi 5424 23.6 b*TM TO CT s * ON LOTS WITH PLAN 1 MINIMUM REAR YARD MEASURED TO RESIDENCE, NOT GARAGE. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR GARAGE ENCROACH APPROX 15' INTO SETBACK . STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, ESTIMATED �� EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER M o R s 1 17320 Redhill Are. S AM DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR Suite 350 „ " COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND 0 0 K,C M Irvin*,CA 92614 HRISTOPHERI�IE (1 INSTALL 9x9 AREA DRAIN NDS OR EQUAL 72 EA UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE Voice:949-251-8821 Q2 INSTALL 4" PVC SDR DRAIN LINE 3949 LF CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO S C M U L T i FAX: 949-251-0516 3 INSTALL 3" PVC TEE W/3" DIA GRATE INLET/CLEANOUT, INSTALL 4"x3" PVC REDUCER - 72 EA PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. Q INSTALL 3 PLANNERS ENGINEERS SURVEYORS 19 Corporate Plaza Q4 " PVC DRAIN PIPE 864 LF I. LD05-077GR Newport Beach, CA 92660 714-721-8200 Fax 714-721-0660 LD�0�4 M NO. 4 0 CM8TRUCTION RMAW DATE BY REV1310NB DATE ACCD BENICH MARK pF ESS/ DE9KB�� BY DRAWN BY CHECKED BY DRAWf�I�3 NO. SCALE QFz ONq RECOMMENCffY OF TBECMA M PAMr OF PLIC WOFM 7/19/ CHANGED UNIT PLOTTING ON LOT 21, ADDED rlr 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��v� y R• J� DESIGNATION TO UNIT ON LOT 22 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �F` 2 PLANS PREPARED UNDER THE SUPERVISION OF CO : Dm NTRACTOR _ _ „ `' = 1-4 z ACCEPTED BY: DATE: 'f 1s a� � PLM COUNTY BENCH MARK T-46-81 RESET cn 4, G1 7/19/ REVISED RETAINING WALL LOCATION LOT 10 1997 EASTERLY OF THE CENTERLINE OF AS NOTED No. 42324DATE: _ RONALD JFL . PARKS = 3C*187=INSPECTOR 4-5-05 REVISED PLOTTING ELEVATION ON LOTS 13 23 29 30 355&& THE B AT THE SOUTHEASTERLY CORNER OF ar EXP, 3_31_2006 o DEPUTY DIRECTOR OF PUBLIC WORKS -- TRACT 1 THE BRIDGE OVER SANTA GERTRUDES * * HEN R JIMENE - CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL J3► CIVjL �Q - FIHAWS 3 & LOTS I�W 0 DATE COMPLETED SIDE OF THE CONCRETE SIDEWALK. qTF C 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9--30-05 frJ i9e9=: 1 ELEVATION = 1097.163 N/A qF Op,E\F R.C.E. N0. .,,� T SHEET OF 4 � 38 90. Tc) 84-46' i ��`_ Q W/`'��$' R�G �G 1�• 1�0• I 5 0 FL OF PIPE 1/2 SIDEWALK INSTALL R=M008LE �c:VE GU"'TER 6 P1 UG ` 1,G f Ir L.0 SNI..I NE 1 1106. -_ IN►I F t w' r*` A �4" PVC, _ ��E y `�~-1 REfAMMG WILL L PER I PER I''_AN 2X i 1121-42' 2:1 SEPARATE PERMIT 121. ,,. ., , 119 11403, �• °' a' � �' i" mommommosm I 1106. -` _ 1 '`� o� w �`� "'- \ _ 1110. 5 TC TS "s `•� -- - 2:1 ��103. 45.04' 17.09' Q X56` -s _ _ MAX. � 5 FL , 2• * 8 1 _ I 1110.32 TC INV ELEV PER PLAN --0` I O M �� 24.04 Q 1.0% - , a � SEE- - 1.4% I I U8 R G 1TTER _ r � v� IUIN. 1, �, 1110 0 TC 1 _I _ \ ,,� oo' t `1 + " ^.S 110 .55 FL 1 I I 3 K REDUCERIts -.� 4-x4 x 4 T I �' 15.00' r7 'r''�-- � _ _ MIN. � 1x `\` . • 0.44 _ r aK �' �� 0'X o n� I o�n I I -- 3" MIN PVC (SCHEDULE 40) gyp) V • s.r c•,t - \ MIN, o► I I I I M c„ z C 9 2 1 15.00' CD �S ►� tr I I I II 4 N `s, .- 0D 11-i I [V •_- _ �, r o a L (MTS) C.� g e e 1 I I ELEVATION I `" LO- - 0 1103.61 11 3.45 TC \ U 11 .-• 1 gar- M II © o Q � I o r .6.OX - t�• - r� 04 11 0 "' ¢ 10.0 1 I V 4pr. 1103.11 1 02.95 , .��, --� N r- � a • I � N - I I I g%n� � ��- - ':-� _�; _ '-� -• _" •' �se �� 35.9 � � 'g3�JL' � =$ r,, 1 I I i 25. 3' �:.�' B:Uz � �, = _ II '� .t .-- _ - - --' - --:.:- 10+ 3.0 I f I > >/2" MIN. covER. I -� AY ' 1 I • 93.73' 5.7X '�MAy _ I -. 'Cq 10.4X-- r- „. ZI 1103.26 TC �. 1.OX 105.17' �, Q 7.3X I I .41, . :.• F 4I •., ,s. 1102.84 IMI' - - - �, 1.OX 1109. `' -, w. " , . C --` - - _ -` 1108. INV 7X ( 1 1.04 g 1 I I wh. • 1108. 6 TC I c►i _ --- - - --- � 1102.75 1103.11 TC � � 2.7X � a 103. 4 T `-' 1102.69 INV Q �! I Q I I I " t ,c 10.89 v. sc _ 1108. 4 FL 1 C, I e 1102.82 INV _ �? 1102.61 FL r�-, C I • - I 1 rn�' $ R.r C3 r •o � ' a'• 1 .00C:l! °f i K $._4X -- I i � 1 ca 'Cr �',4' LI `� [•1 1103.05 TC � o c l I 20. �o �.� 1 I i L6 o �' \ I 1103.00 FL ''� -,�; I �- .:-� 11+ 2.9 i I SECTION -A 1102.55 I i o I E5 to - �' '� DR AY I I po Cs 609 I I ♦ '60 1 N T m I � r r .- r N � 20' 101 1 a ,�}3�•`�� M II a m II v 1 CN N , PRIVATEto THROUGH CURB--DETAIL NAIL I N ,�; I_- - �.nx: -_� - _ - -�s' -� �' � 1, 1D+ � _•- � __ �- ,�:-�_- o � �` cL MIN I �� � � � � _ � 1 1 '�o I _ �1 - __ 2i 'ISD D 40.A - _ -` •-- ' 15.00' I cn N f I 1 -JI-. r - ,tx 1102.n RIW r �` ,-- _ 1 5' I 5.19' ■r I • -_ --r �.r-r-. 1102.27 FL MIN. r (0.t a n I I I N 11 1 .-II: ci I� N 25 I `��d'X''r - -_� cr 1102.72 TC _Q 1'4x-_ �_ t� �4¢ w3 c 2 C2 I °� 10.00' I I 1 r r 4 1102.30 INV 3.7X `R 37.02' I 1110.0 I 1 I I 1102.16 - __ 1.OX 5 CONSTRUCTION NOTES ' 11 2.08 FL - - FL 91.03' t•0 1107. I I1.OX 4. . - --- - -109.946=. = - 1107. 1 INV Q - % 10+ 4 I � - 1 INSTALL 9"x9" AREA DRAIN NDS OR EQUAL. • � � .4X . _ � 11 2.55 _ 1.OX � � �0. � � I Q - r a - A 11 2.05 FL - - _ - ( I 2 INSTALL 4" PVC SDR DRAIN LINE. '�� �v �• - -r 1102.55 TC 111 1 +75.3 - -9x -• 11`. 17OX--� ,� �, 5.3X I 1107 47 FL ' I Q C:5 '�4 "'' �L� 1102.05 FL I RNEWAY `p p II=- .-�'ri r; - 2 I - 19 I ► I Q INSTALL 3" PVC TEE W/3" DIA. GRATE INLET/CLEANOUT, 1.2% Q.1x -j II __ 4 © �`! o; r '♦ 11.10' ' I INSTALL 4"x3" PVC REDUCER. 88 ! I Iri o 912 1162-M TC ''. -' II r r = 4 INSTALL 3" PVC DRAIN PIPE. � I � t� = II - 1 r 11 s , 1 1 II o[� C]% I C" � 11 O r N ( O 1, • N � v o o II N � [V g LL_ CL LL_ 5- M 4 o I M S� Il Z ! o ._ I . N M r- €� 1102. T U �I I 2.5/r Q 1 1 1. I I r^ a II © I F-- 1 T► _ r-- N ti �'~N r� 11 2. TCI a I I F� �a�=r �I , r-b. �' 1 r+� , =- I. :t 0.74-0 12+43.5 1 I I ", � .-�� 1 .00' (I � '� I N 8 L? I ��?� 4 c� 1=� �:. ' �-- - 11A ''= a DR AY I � i I ID 37.59 i 15 I 1 11 2.04 TC •6X _ _ 107.26' _- - _ _ _ 3.3X 1106. TC 0 .9 a 2.1X 11 1. FL 11 1.52 1 - - ---- _ - - - 2.68_m-- - 06.E I I a�.OX r 111 2.02 TC �--� • - - 1106. 4 FL • r ;° ,.� 11 .1 C 1 * 2.5% Q 1.OX a 1­15 �, M 4 110 .6 11 1. INV �I 1.OX- -4.1 X I p5 r ,_ a= 111011.52 FL Ir- C 1106. 9 INV i I I ov tea " 12+ 9i = rr 1 Go4r. •. - 00 '- =-off=`o lot Cli a N 10.00 N r� 1 OX aD II .- _• - , I I IN. o _ ' C_rC„ `c 0 32.2$' I u+ �'= o a N �, •. " I I I ,, �- • C 11 =6�ox::- r•, 1+ N 2.0o a r- a 11 I M 10.0 I I i `�°► 1 - I _� 15.00 11 N 2.07 1 � ~ ._ �. - R AY ' N r IIo LL_ I I -O J%-_- O � Q I MIN. n- I I ���a�� �'- 0 1- :$.5X. 11 1. C 1 1 +50.0 �, _ . - : - -- � 1 cai I I r r 4.67L 11 1.2 I RNEWAY r __ o 1 r_�' !±) 1 I I _ 11 .6 C , 4 11. Zfv�- r- � 1105.$7 TC \ - -- 110 .1 1 a 1 1105. 7 FL I g' r 1•� - 110 . C 1110 .47 T 7.7X 2&Z 1 23.70' 5.9X �* 1 05.37 FL I I ' 110 .05 INV a 1.OX 103.86' "' r 1• �„ a, 110 5 I S + 3.2X �` - . a 110 .1 I - - - a-- - - - - -_ - -- I _ g �- 1105. INV � $ 111 .4 T Q - -- _ _ __ 1105.2 FL I 4 I I o x�£ � - 1+ 2 3 3X o 1.Ox o 31.55 .` - - a- I I v '�' . a -- _ - _ R AY 11100.95 FL - r- �; 4.7r 1105.7 TC I I " 1 - '� - -_ -_ - 1 -��":6.T '. :.- a I cp - 1105.2 INV I I I SCALE 1 = 20 r .p ' r r �.�7� N 1 +VI/.6 - - . ' �F p 7►� I H- C� -` 9,�X ' I I I N I 22 11 I ,� r� _ _n. - -- o 9 o I '� j 12+ .6 I I 20 10 0 cl r c� �- ^'- 1 RIVEWAY r '� r r o _- ,,� I I Ic� to ,a - - _ _ �.� I -- �� �vl- - DR AY N a� o I I •9. - I. v `i r M rWWI , 1g U, N 2.0% �/ oD r - } 1104. 9 TC I I GRAPHIC SCALE I I r r 11 r N 6 o 18 �, P o MIN. I N C D 1104. FL ' I i I I n N U_ Q 28 _. _ N N M - 11 15.00' N II a N 12.00 - 1 f I �- 0.~ '� 5 �, � Cl MIN. I 22.4 � I 1 I I I - r .a� 10.00 1 1 .00 a- (TYP) I r � 3. T 1 �� �� I '� 199 :�� TCI I I r 11 0.P FL o I I I 111 .99 TC a I'� r �? 110 .37 FL ' I I o , 11 .49 FL N -,�- � �� I I I woo "' N =7Z,0 0,0 I �p% � \ .� --- - -1.OX __ - .til, I 00 68.22 , 88.61 80.14 I I 7.76 I .- m4s± RETAINING WALL PER91.50' , O I I 1 1 �L N 1Ask � � 1 I 15 �� 16 1.ox ��oti' I I 17 UGUlsTA__R0Il,Il! Z511 IZI-- 00 M O R S! 17320 Redhill Ave. I I I Suite 350 I I I o O K I C N Irvine,CA 92614 Voice:949-251-8821 s C N U LIT Z FAX: 949-251-0516 _ / I \ I I r- EE 3 SEE SH ET � Un PLANNERS ENGINEERS SURVEYORS I. LD05- 077GR LD04- 12JGR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN 8Y CHECKED BY DRAWING N0. C) SCALE QROF ESS IoN RECOMMENDED BY: DATE: � �5 CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS 7/19 1 REVISED RETAINING WALL LOCATION LOT 10 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �<c� .� R• J/,( ��, CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � ti 2 PLANS PREPARED UNDER THE SUPERVISION OF 71 CONTRACTOR 4-5-05 1 REVISED PLOTTING ELEVATION ON LOT 13 2 � c�, cT` � r- COUNTY BENCH MARK T-46-81 RESET C/) z r► - ACCEPTED BY: DATE: l� os x 1997" EASTERLY OF THE CENTERLINE OF AS NOTED �a No. 42324 ,z,� _ _- PRECISE GRADING PLAN � INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF Exp. 3-31-2006 DATE. RONALD J. PARKS THE BRIDGE OVER SANTA GERTRUDES * * ENRY . JI NEZ DEPUTY DIRECTOR OF PUBLIC WORKS -- TRACT 3D667-1 CREEK; 4.5 NORTHERLY OF THE SOUTHERLY VERTICAL �t3, CIV1� \�' o DATE COMPLETECZ, SIDE OF THE CONCRETE SIDEWALK. '9T�c- 3-31-06r "' ELEVATION = 1097.163 N/A Or CAL R.C.E. N0. 42324 EXPIRES: R.C.E. N0. 19744 EXPIRES: 9-30-05 rf 'gB9 P I-I ASE �, LATS � -� 5 • SHEET 2 OF 4 I I 5.00' I � I I I� .Oa' 5.00' 5.00' 10.75 I I I .00' .00 10.48 r 1 ► II115s' oo - .00 5.aa co N N co N I I o 28' E�SEE SHE 4 CN CN I co `y' 56.03' 58.87' G I \ � 56.03 f _ - �, I !1��' , r..: � 55.35' - _ - _1- � 1099.0 - �1 I 61.45 55.35 _- X099.5 I '� ,�p'�. ► ��C, I 55.35 -- �--- 111 - FG 2 4 FG 23 I WO .-- - -------- ----_ ---^------ --_ ------• FG `��~ N �.• - - ---_ , 25 _ 1091.7 Oo. .�o 26 \ HP • it I 1102.2 ~ '~ ` • ------- ----- 1 101.7 • 1101. 27 ^ ' G1• 1100.6 1100.1 � 1o9a.9 TG HP � ���; FG 11-�02;?/ F FG FG �. 1098.1 1w 1 ---�_-- ---- i I ;,� 2 9 FG 1101.7 2 8 G FG N � 0 1 1098.9 TG 1 .5 TG � 1100.9 1098.1 INV 109 .71NV t "' ._ ' I CO , r FG HP\ � 'o• I 5.0 / 1099.5 TG 5� HP 1 1098.7 INV I 1099.0 HP �C R �.00' 1 1098.3 �.g t 1100, 1099.6 I _ 1099,0 I 1 N � 101. - -� los � 1 FF,1100.2 I 097.5 INV HP 8A INV � 1 HP i 1 tot. 1101.1 TG HP g 1100.6 1G 1100.0 TG 1 1100.1 TG 5.00 I PAD=1099.5 I I 1098.6 HP 1101.6 1 1101.1 1G 1099,8 INV 1 1099.2 INV 1 1099.3 INV 1 1098•g TG " I Hp 2A ' 11006 � 1100.3 INv 1 � �-- t 100.3 INv ° 1 ► 2AR 1099.6 1 109 1 1 I I 1101.5 5.00' 1 � 1 5.00 1 F � a 7.9 INv � FF=1099.7 10 'I N 5.0 1 t to I t 1100.6 11 t t�.1 3 I F 1100.8 HP , I 1099.0 1 1098.9 TC � PAD=1 I I 1101.2 3C H 1.2 w 1 1 1 AR 1069.8 INV • I I p HP B 1100.2 I PAD-1100.1 0 1 1 1097.8 INV 099.0 1 2AR 1 I HP FF=1102.4 P �, I FF=1101.9 1100.8 1 FF=1101.3 HP I o0 1x99.7 I 8 LF 1099.0 HP 5.97/ 1 ^ 1 a _ � I � HP 1099 I p �,I I �I FF110 PAD 1 PAD_ HP - 11 PAD_1 1 .5 1G Ar o-6% 2 72 , HP I I 2.9 101.7 1101.2 00.0 rc 100.6 77 LF LF 4 Pv�c I I 098.6 TG st 1098.4 INV I 1 2 "�- 1097.fi INV 1 2 PVC PAD=1 102.2 � I 73 LF 4" °° I 1099.1 INV 1 I � 2 098.9 Ar 1.5X a I AT 0.9X ' " I 1101.1 1 ;101.1 TG 1100.6 2 AT 1.4X 1 I 1100.2 1 ;100.1 TG 1 ,pggA6 0 1099.6 I 1 FL-G6 1098.9 I 1098.6 1098.3 1 I 11.16' fl-00-5-1h. t 0.5 TG 1 -- 1 100.1 INV I I x 1099.7 1 G I HP 099.1 INV 11 HPI 1.4 INV 1 1100.2 INV 1 F 1 I INV F 1101.4 77 LF 1100.3 I �`-� 2 77 LF f pvc 1 a0 GF=1099 7 I 76HLF- { pyr -G8 , 1 tot. - � .00' Ar 1.3X I 1 - _ I I AT 0.8X 2 5.6 43101.4 Hp 11 I 1 HP1.2 HP 1 1 -o-.__-}780:6 - .0 Ar 0.5X 2 HP 1 1 I - - LF 4" PVC 01.8 I 7 I 1100-A FL�GtT 74 LF 4" =1 �'- - 0.1 / AT 0.5X 2 "Hp 1 17 LF 4" PVC 2 4 LF 4` PVC I HP `v-~. 2 AT 1.4X I I 0.1 1099 I 1 ft-t•_ _ 5.0 I GF=1 ED / 2 67 LF 4 PVC I 1 q r 0.5X 2 AT 1.4% I I -� -z 1 1100.0 I I FL-Ge I I - 099.2 / ' 1101.3 AT 1.3X 101.1 1 I 84 LF e - ' I �-G6 1100.1 I GF=1 -`• Q14 O 1 '9JI 1 F1-GB -1 1 �210.2Ep 1101.1 I I Ar o.s ti- •�N i GF=11 0.2 -GB 1 1 , 100'3 I I C - %� .2�I 1101.6 1 G10 -ce I - _ _ 00.8 I 0.2 Fu - , ► I 1 0.2 ED FL- 4 =• I 00' - I "' . x- 5.00' I 1097-TED _1 "' 1 GF-110 c 1 .oa - _ -_�- 5.0�'1 1100. I _1 MO. I �� - --� 5- I - : : -� 541 ' ► FS �._� p� , 2.4 . - - 1 1100.8 - II 1 - . - �+ I - p 3 1 1 >< ae I I I I B--GB _FS - I N .0- 1 5 7.73' Ogr I 0.3 ED -a 0.4 ED I FS I I ; ► _ -_ - _ - 0.4 "' I -S - I 2 J� 1 l eei a 1 QD �i I 00 1098.3 9�5 4 I - I Fey--�' �e I FS I FS F. 2 W �? FS j 8, ►, i10w.66 , /i I �o $ -. 1, •- 1 i - 11 $ 1 I -- .,Y; I -fo_99.>- 1099.0 3 ,� 11 00.1 _..� CD p'�• 00.7 .- g = _ --.... - s '� I FS 3 11K5 -FS-: FS a =109 .3 F�'- - 0 20 A5 1091.44 -.-s� I S FS - S p -- - S 47 4 44 80' I 55. 3' 3 I 3 55.23' 3 1 55 3' 3 118.70' 28' 4 c� �- 1097' I �.ce �,� 2 m! FS 3 W I 1 f 7 ' W 4 W 4 4 4 W 21; o �' -� CONsTRUCTK)N NOTES 60 14 t v v � a?� c�w- �' ` '• + o 1 INSTALL 9"x9" AREA DRAIN NDS OR EQUAL. 4" �' a� io n ay rn a� 8' SEWER o`�? I N o o ;Ir; •t N 1* � � r-as ca ca N� $ - 0 0 0�' 27.1 O.C. r-r--: o 4 ►-� _-_� '�'� 0 ��' - - 2 INSTALL 4 PVC SDR DRAIN LINE. CQ�7� aDf1 Co 1Q1� - T- r 16 /) Am AM ROAD r ,,,(;UMBER �- _ _ _ _ �- - _ "`� ��--- -- _ _ _ _ _ _ _ _ _ _ R/,y 3Q INSTALL 3" PVC TEE W/3" DIA. GRATE INLET/CLEANOUT, 7 All �� �- �� ,� 7• 0. 4 _ INSTALL 4"x3" PVC REDUCER. -- - I __ ___.-__ .._ - __ _ _ _ _ ___ INSTALL 3" PVC DRAIN PIPE - cv co r• u 7 r� u? cn� - O�m �rn o.� aai rn + rn 0; + ao vi ao rn co ±cy °r° Coco co co r� iny- -^� 00 0- a ~ - g' ATER 0000x001 NN r,.. r a r �Q a c::,C:31=)a r .-- I r-r-- N ��i CAD cao M 4 4 M F.H. 4 M 4 4 M� 3 4 .84' 11 55.00' 3 3 5 .00' I I 55. '� 3 1 1 14.89' 28. 7 a'_i o FS _ 0 000 �, f5 a - FS=' 1099.0 109 .7 / / F.H. 0 �� `L ! 1100. 0 1100.3- 1100.2 0 0 1099. 1 �._, 0 3 o M 3 �� do , / - rt1�0.4. -FS FS _ a FS 3- I ,� X099- 3 FS - K I K 1098. o :1098: 4 6k �, FS r : _ t ^'� FS . o' FS j7. , 109 1:� � I I N �- se � x100.4" � 1 � _ � I I ►�-� _ � 4) - 1 1 V I - 4-. --GB 00, x.-` - - 0.4 ED 1 '.00 I 1 ,098.1 - 1097.2 GB 1101. I I • : - - - I 1 3 S 19.2 ' - FS 'ss• I I p - _� 81:4._ 1101.4 -GB I r.:,,'- '� 5. 1 GF-1 100 9 I I 1099.7Wks 1 -GB I 1 p0o' I / - 5 I I I - FS I = _ - - ` -• °0 I 0.3 ED 1 I FL-GB 099. -fi 1 �; A97.8 1100. FS I 1 1. 2 I � - :1 00 - I :fS FS� K GF=1102.4 I - - . _ GF=1101.4 FL-Ge t 100.1 1 I I , .�• I - 156 I I t tot. 1 ' .. - I I 1100 1 G - I '- Fs 15. 2' I FL-GB 73 LF �' PWC 1 r- - 2 i LF 4* PVC I �_� 73 lF 4' PVC I 77 LF f PVC I 85 4" PVC - - - 11- I - Y-•";-,:.-= • I I 42 LF :--PVC 2 AT 0.8X I I ,101.E .. Y AT 1.5X I I 2 I AT 0.8X 2 2 58 LF 4' PVC I I 2 1 a, 5.0 I I 1 18 18 , 2 _ 1 TGB- _ 1101.3 76 LF �' PVC AT 1.2X 1100.3 AT 1.9X I I AT 0.7X td99.t�- I 1 _ I 00 r- -, 1 I I AT 0.7X 1101.5 I I _ _ HP I I AT 0.5X 2 1100.7 I Q, HP I: 1099.8 -GB I I GF-1099.7 o.t ED 9. 1' I I HP - 1 „00.7 w 1 „� o - HP 11 1098.9 1 GF=1099. 14f5' ' 28' I 1101.6 1 .4 TG1 1101.2 TG I I 1100.2 I - - I 1098.4 1098.0 I HP 1 1100.5 INY o I -- 1100.3 INV I HP 1 1100.6 TG 1099.3 NV 1 1 1100.1 TG 1 141-i •. �:-r 5 FL-GB 1 _ 1100.6 TG 1 .5 iNV o0 109x.9 I FL-GB -GB SCALE 1 = 20 5 � 1101.5 TG 1 I GF-1102.0 1101.3 I �' 1 1100.3 A 1099 2 INV 1 1099.7 TG 1 -- `•= -GB _I 69 LF 4" PVC I I t 100.7 INV _ I 1 C R HP 1 I 1099.7 INV ,c 1098.8 INV GF-1 100.4 I I AT 0.6% 2 259 LF PVC 20 10 0 20 O HP FF=1101 4IL I I f I I 75 LF f PVC 2 FF=1 102.5 1 3B 1 PAD=1 100.7 1100.2 I 72 LF 4" PVC 1 89 LF f PVC 280 LF � PVC I 1098.6 AT 0.7% I 3A AT O.7X I 1 B 2 2 AT 1.6% HP 1098.1 I( I 1 I 1101.3 PAD=1101.8 FF=1 101.9 I 1 1100.2 TG 1 HP I AT 1.lot09 I AT 0.9X 126 ,090.4 TG HP - GRAPHIC SCALE I I I FF=1102.9 1101.5 I I HP i 1100.7 1100.7 I I 1099.4 IW I FF=1 100.9 1099.7 I I I 1 ' I I PAD=1102.2 HP I 1 1101.2 TG Hp PAD=1101.2 HP I t toot TG I PAD=1100.2 HP 2C I 1097.5 1098.0 TSG I 13. ' I 1100.4 INV 1 00 1 1099.3 INN I ~ 1099.8 1099.6 T a I FF=1100.2 1099.1 •I 1097.2 INV r- Li I I 5. _ _ o t 1098.8 INV ^ 1 I 1099. PAD=1099.5 HP 1 a ' I 1101.4 TG 5 1101.2 TG 0 1100.6 TG 1 1 1100.6 TG 1100.4 HP 1 I 3AR ,101.8 .-. t I I i ,098.5 FF=1099.7 I °� $ z 1100.6 INV 1100.4 INN 1099.8 INV 1099.8 INV HP �� �+ t 099.7 TG � � � 1100.9 11101. 4 � 1098.9 INV 1 I 11 HP PAD=1099.0 I I HP N 00' 1 9. 6' AL LJ�- o I t 103. t 1102 11Ts 9 1101 2 5.0 00 1096.4 TG r I 16 17 18 �s- q _ ,0FL 10 1S . - ... TS 1090.9 I 1 1090.9 TG 1097.6 INV 6 = •s 1099• 5' ° 1 o9s.t INv 1099.2 ' 1 o9s.1 INN 1098.7 U f t 62.29' 43.89' 21.32' 33.68' 31.54 23.46 i H N ^ HP HP "; r? 42.0 ' - N r- -- -- ------- _-----...._ -- � I I I '-- _ 14.41' 21 4.78' 1100.0 22 Ts 3883 • ► i `_1 1100. 12.40' 60.93' I ITs I I I I � � I M O R f t 17320 RedhiN Ave. Sure 350 D O K I C N Irvine,CA 92614 Voice:949-251-8821 TO] s t N u t T i SAX: 949-251-0516 z LD05- 077GRALD04- 12JGR _!�r-t PLANNERS ENGINEERS SURVEYORS 3 CONSTRUCTION RECORD DATE REV REVISIONS DATE ACC'D BENCH MARK SCALE pFESS/ DESIGNED BY DRAWN BY CHECKED BY DRAWING N0. o QR ONS RECOMMENDED BY: DATE:}0WOoS CITY OF TDEPARTMENT OF PUBLIC WORKS CD 7/19/ 1 CFWVGED UNIT PLOTTING ON LOT 21, ADDED "If 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �wS) DESIGNATION TO UNIT ON LOT 22 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �� Fti PLANS PREPARED UNDER THE SUPERVISION OF ¢�� �os' r o CONTRACTOR '~ i ter► �' ACCEPTED BY: DATE. +,�' COUNTY BENCH MARK T-46-81 RESET cn - co 4 5 05 REVISED PLOTTING ELEVATION ON LOTS 23 a� 29 ISI 1997" EASTERLY OF THE CENTERLINE OF AS NOTED No. 42324 DAA: „Q RONALD J. PARKS PRECISE GRADING PLAN 4 11 INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF Exp. 3-31-2006 _ THE BRIDGE OVER SANTA GERTRUDES * * HENRY R. NEZ DEPUTY DIRECTOR OF PUBLIC WORKS - 9, CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL � o Q- TRACT 30667 1 a DATE COMPLETED SIDE OF THE CONCRETE SIDEWALK. 9jF 1V1 \ 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9-30-05 °l�f.. :989::0 ELEVATION = 1097.1fi3' N A c - DAL�F R.C.E. N0. •No PHASE 4, LOTS 16-29 SHEET 3 OF 4 o 00 i-D 26.53' --------------- ...__r_..._.._______..._.._..-_...__ _T------ own- it SEO ------------------------y_ ---- --- eq CN li_>ce 216.86' 7 .arcC" ................ .......... ��o�. ......... rl_ 1.2 SAVANNAH " DRIVE 16 U")4 > C>3*?G2 C" CN CIO C*A cm 1.0% CS «6 as -06 CIR C>C> Cr II lc-> C" Cr)Cn m to Cq C:l CX> C> C>CDC> AE 14 2.0% 15 00 00 co 00 co pq 60 m Cm 01A 0') Cm R n? CD C>C>CDP C) &0 cr)Cn '-R 9, 6 'C m It" - T_ Le) H Ce CD CD CD C>C> ;IIIIIj q'­ f do / 5g lz I 41�C=)C> CD m V K 3 13 7' .1 low • 4t 0) 109 1 16.35' S 7.5 A ?66 7' m 4 m 4 4 m FS FS . -.7% FS* 3 14 1 lf2.L4 I U 1.j I lyl j Q> CD 11 U14 1 1 3 FS V_ 55,57 1 3 484)" -n3 3 54' 23.72 FS .� 5 1 _-0/ F�5 A s L FS _is_i D x I Aa C) FS 0.4 CD 'A FS '1101.1 1 V: FS C:3 C> 1100.3 0.2 CN f I V: 0.5 ED . 1. . 4 ad I - 1�71_ I - . :9 . -C A! I I . 1100.7 GO 1099.3 1 kle 1 11:2; -- - 0.2 ED 1100.3 G 7N LF 4m FW I VV, Fl 1099 1104 5.11 AT 0.6% z A,%, .0 1104• FS _GB GF= io 2 5.0 �62 LF f I FL-GB 5 1 I 11 '2- � 51 LF f pVC 0 FL- I inn 71 LF 41 I I 5s If0 IT 1 1102.3 1102. GO LF f AT 1. 4 69 F e pVC AT 0•7X2 1 IV I U.tjz 2 105.0 LF010.7X \L099.81099.4 7 LF 4! pVC 2 2 LF 'C PVCHP2 'r 1 .5 11009 1100. HP Al 1.8% AT •1.6 Hp110 1099.7 TG IM9 3 TG A 11014 V HP 1098. 1098.5 IW 1103.5 1 10.�4 19 1102.4 11 p 1104 1 '7 - I I 03 4 ITP_ r 101.6 r=l 101.6 UJ I fir 1 180 1104 1 TG IF"P I L` 1102.3 TG 1 01.4 TG E3 I I I C 96 LF r pW PAD=11 oo.9 1 04.2 10 1 dl- 1 280 T10 0 1.3 .3 IW FF=1102.1 1.0% 1 38R 1 .0 INV U 4- 2C %3A R PAD=l 101 .8 FF;I 10 1.0 CJ) < 38i 1 C."m FF-1103.5 FF=1102.7 .4 Ilp 1100.3 TG 1p 5# 1 103_5 FF=1104.6 1 001 PAD=1102.8 1102.3 1 PAD=1102.0 1101.5 1 100A 1100.3 TG 109 .5 Jw I PAD-1 100.3 1 TC 1 1 UUY.5 INV .00 "75' IV(7 1 FF_1105.5 HP o 1100./ 1 MR 1099 UJ I PAD=1103.9 0110, HID1 1099.6 PAD-1104 8 1 '103.4 % 1 1099.9 INV p 0110.1v lrlv"�t 10.48 1102,5 IW 1 1 11, .0 INV I 4�-tl 100 0I 11 FL I IV HP I I cmp 1.6 6 1102.3 TG 11 D2.4 L-1101.4 TG cs; C�4 104.2 TG HID wp 11 HP 101.5 IW 1��O2.3 Hp 1101.3 I).�!103-3 TG I TG 1101.1 INV (D 1 1104.5 1103.4 1102.5 INV INV 00 35 5'6 .5 1 11 Iw 1101.5 1 1 al) C4 Go .870 lx� 56JD;IIIIIIIIIII H 1102.5 1101.7 jji .00, HP 34 1 1100.9 C•I f .�O �°' i 'MO-5.8 co 31 C4 33 /UIS.4 -1 11111F - lg- 30 32 1103.0 - Iw 777--­ 61-45' 1104.9 <--Ll 03.6 11 8 55.35' 55-35' Ts TS� 55.35' HP ­1 -- -------- C-4 CN CCMTFMTM NOTES Ili P-5 ----- -------- C-4 INSTALL gmxgr AREA DRAIN NDS OR EQUAL. --------------- C-4 .0 I t-co Lr) INSTALL 4!' PVC SDR DRAIN LINE. U-i SE SHEET 3 5.00, 5.00 5.00' OINSTALL Y PVC TEE W/,r DIA. GRATE INLET CLEANOUT II , INSTALL 4X3" PVC REDUCER. .00, .00 .00, 5.00 3CR INSTALL Y PVC DRAIN PIPE. 10 7 5.0o, 5,00 PAD= S. 2AR FF_ 2A .00 PAD= 313 2AR 3C IAR 3B PAD= FFA 5.97 PAD= 1 11.1x' PAD= PAD= PAD= PAD=: FFA FF=: FF= FF= FF= GF= FFA 5.0o, If I .00) GF; .00) 5,68' 5.00 5.00 I S GFS 5.00' GF- .9 GF- GF- .00, .00, 5.00' 5.00 J.00 GFS J1 5,00' 5.00' % C� cz� C> T_s Isl IST4_ _7s 11 - 1 11 1 1 1 1 1 1 w Nrw7 LO N 6 14 T N 191 M 0 a s 1 17320 Redhill Ave, Suite 350 D 0 K I C N Irvine,CA 92614 Voice:949-251-8821 Cm S C N U L T X FAX: 949-251-0516 PLANNERS ENGINEERS SURVEYORS "Z L D05- 077GR LD04- 123CR CONSTRUCTION RECORD DATE REV REVISIONS DATE CC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALE QROF ss/ a- RECOMMENDED BY: DATE: 4 DEPARTMENT OF PUBLIC WORKS REVISED PLOTM ELEVATION ON LOT 30,3506 -IfWzL'T' ClTY OF TEMECULA 4-5-05 t3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN jn R. I/<�' CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF T CONTRACTOR 1.- 0 r- COUNTY BENCH MARK T-46-81 RESET ACCEPTED BY: DATE: Ir ca 1997" EASTERLY OF THE CENTERLINE OF AS NOTED C!) No. 42324 m AA ,& Cl INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF Exp. 3-31-2006 DATE: 4-11*OT RONALD J. PARKS PRECISE GRADING PLAN THE BRIDGE OVER SANTA GERTRUDES ✓ DEPUTY DIRECTOR OF PUBLIC WORKS lor ENRY )k. JlKPE'Z CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL ON TRACT 30667-1 DATE COMPLETED SIDE OF THE CONCRETE SIDEWALK. clv�\_ R.C.E. NO. 42324 EXPIRES: 3-31-06 R.C.E. N 0. 19744 EXPIRES: 9-30-05 C`4 No F 4 ELEVATION 1097.163, N/A Or CAO� PHASE 4, LOTS %30-36 SHEET 4 o C3