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HomeMy WebLinkAboutLot 1-33 Precise Grading i i PRECISE GRADING PLANS FOR * EGEND: PAD PAD ELEVATION FF FINISH FLOOR GRADING NOTES: GFF GARAGE FINISHED FLOOR r GFLOW LINE 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF TME UNIFORM BUILDING FL HP HIGH POINT COI)E, AS AMENDED BY ORDINANCE 93-04. FS FINISHED SURFACE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. � 3 = PLAN NUMBER 3. MAXIMUM CUT AND FILL SLOPE -- 2:1. 3AR --_--A = ELEVATION `- R = REVERSE PLAN 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OF EQUIVALENT ALONG THE TOP OF 0.2' DF DEEPENED FOOTING - ALL FILL SLOPES OVER 5' HIGH. (>-4A STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A w COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS � o FIRE HYDRANT BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION RETAINING WALL (BY SEPARATE PERMIT) R FOR ALL FILLS OVER 1 ' DEEP. (ALL WALLS ARE TYPE 1-8, PER CITY. OF ` TEMECULA STANDARDS UNLESS NOTED 5 MIN.- _ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF OTHERWISE ON PLANS) •Z` TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF 3' 2' 4v0 COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED © ELECTRICAL VAULT ELEV. IS EQUAL TO OR GREATER �6 GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. SEWER LATERAL MIN. MIN. DEEPENED THAN BLDG. PAD ELEV. _ g 5 CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION WATER LATERAL FOOTING / 1 OF CUT/FILL SLOPES. SIE INDICATES LOWERED GARAGE. WHEN 7. PROVIDE A BROW DITCH, REQUIRED 5' MiN_ . -•��` DESIGNED TO HANDLE 100 YEAR Q STORM FINISHED FLOOR PAD ELEV. �Y-�•-� INDICATES BACKFLOW PREVENTER REQ'D ,.. _ .-•2:1 MAX. � � � � tS' � FLOWS, ALONG THE TOP OF CUT SLOPES. x'12" MIN. MIN. f' 1� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 29 MIN. '� 1_ 21°le MAX. THAN ONE FOOT. • - 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY (C, PAD ELEV. �► > > a 2 ti LEIGHTON & ASSOCIATES DATED APRIL 1ZT14.198S. TWO SETS OF THE g FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING LOT NO. 5� ti �' DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN \V� 6 MIN. `12" 6 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN ---- --- �` --� SECTION " A-A" 12 MIN. 9 O,Q _�_� DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE o z - 2% MIN. ��= PRELIMINARY SOILS REPORT. N.T.S. 21% MAX, 5 Z o T _ 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT j I k � LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND A --}------ B _z I 3 �"- 4 DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO °` 3 BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694- ,, SCALE.- 1" 200' 6411 . F.F, ELEV. ! ;,. ^' �� - 9 " :�►'. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND PAD ELEV. FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 1 ` BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE V I" � , ,{� •35 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CDDE,SECTION AFTER FINE 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. GRA PROVIDE P 5'W I D E BY 1 ' S' 10' MIN. G.F. ELEV 1 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HIGH BERM , HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER z a OR EQUIV. MUD SILL ,G r� �. `\ _ - ,. -; . DELETERIOUS MATERIAL. © MIN. .,�•^,. -� -.�. ''"�. '• . • � � T 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED �"" -- PAD ELEV. THE TERRAIN MUST BE CLEARED KEYED, AN H 5r'& MAX. __ v E D BENCHED INTO FIRM CURB FACE SIDEWALK 29' "' NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED MIN' BY A REGISTERED ENGINEER PLACEMENT 0 LL MATERIAL. DIRECTION OF FLOW % MIN. 12" MIN. �. .... .._.,�w}1ElN"f��;� t�4NE E E G NEER PRIOR TO P M T F FI 21? MAX. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF NOTE: G.F. ELEV. IS AT THE FRONT EDGE PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO TYPICAL LOT FINISH GRADING SECTION tJ b ADJACENT PROPERTIES. N.T.S. . . ,� •�. ,�.. ,J/. -,-,,,,,�� ,•/�/, N.T.S. r' 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED •. .;�J � • . ,. , . .,. .- ':Vi'� "i' '� METHODS. Yµ�SO�r 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST '�, �' CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. r -f' PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING ' f OPERATIONS, 50.00 w / - 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 50.00' ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. T ON WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL o f ' r BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND `n � U') GROUND � � SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT o GROUND SHALL BE GIVEN. i• IN DEX MAP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH cO SCALE: 1" = 200' ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND L � PROJECT COVER. SLOPES OVER 15" IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON ��Qkr' ROPE CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. QUANTITIES: �, foo G SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ti IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., __- ITEM: QUANTITY , G►�R��r '�'� CHAPTER 10.r. FINISH GRADING 4-q5 CY FO�` �� 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4!' PER FOOT FOR A MINIMUM OF 3 FEET, �� v\S�r �► 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. IR 0 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD . � PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHARDONNAY HILLS MODEL FOOTPRINTS 4�- S^"T'"�o �pPO 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY pQRZ�� �9 FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING • SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATEENGINEER NOTE: DE wPy CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS Underground Service Alert N,G� SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR SPATE AND APPROVAL. Call: TOLL FREE LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR ,� g00 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DRIVE, SUITE200 FOR DETERMINING N ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP L b99 - 17 I GR 422--4133 SUITE B 205 PLANNING • ENGINEERING • SURVEYING MISSION VIEJQ CA 9269 N.T.S. SAN DIEGO, CA 92123 6540 Lusk Boulevard• Suite C-225 • San Diego, CA 92121 (94 9) 598-866o L D W 14269 TWO WORKING DAYS BEFORE YOU DIG (619) 292--8030 (619) 550-9901 LD 96�--14 4 GR CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. -- -------_--------- RECOMMENDED B1r: DATE. � "_, '" CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CONSTRUCTION CNANQE=aSHIPT '�' 0.-OF RIVERSIDE B.M. NO, T--29-81 �� � A. F-D NONT-I NGToN MARLENF- NIETO ROB CAMPB�I.L Contractor LOT 12 BLDG•3-�',DRO P CiAMCGE 0.5' 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal �` E INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 Plans Prepared Under Supervision Of PRECISE GRADING PLANS FOR: Z CoNsTRuUlohl C{ I PER �lT7�aE cF L'S N.E. ON RANCHO CALIF. RD. TO INT. WITH ACCEPTED BY: DATE: 1 ' Inspector ARGARITA RD., IN THE N.W. CORNER OF THE INT. N/A a� NO. 43217 • - IV ELEUPi[1ONSoFAl�llSt4Fl � 1T"� 4' 1' E. OF A 7' CHAINLINK FENCE, 21' x 16' AROUND EXP. 3/31/00 _ DEPUTY DIRECTOR OF PUBLIC WORKS CHARDONNAY H C, 60kx.-noA0. CALIF, GAS VALVES, 40N. OF P.P.,(NO )), 94 '� Date �~ - RONALD J PARKS 6: ��� of OF CENTERLINE OF RANCHO CALIF. RD. FI�ER- Vertical 9r C I V V �r MARWAN A. OUNIS ip Rl) () 414P ilLLS IMR kcar 28503 PHASE ONE LOTS 1 33 Date Completed SS WITNESS POST SET 1 W. OF MONUMENT. F TRACT 28503 D",Flrst� AP�DAtta�a �rls�l N fA `� 0A`N 43217 March- 31.,--.-2000 19744 s-3o-ol P �F ONE -- OTS •33 sheet 1 of ADJ. DATE 9--13--82 ELEV. 112&41D R.C.E. No. _ Z Expirst _ ___- _ _____�. ___. R.C.E. 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CA 98121 TWO WORKING DAYS BEFORE YOU DIG (619) 292---8030 (619) 560-Mi LD91B -144 GR CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCHMARK SCALE SEAL: Designed By Drawn By Checked By E . v ___.._. 0.-OF RIVERSIDE B.M. NO. T-29-81 - - -- - RECOMMENDED BY DATE:- ContractorCIT 1 OF TEMECULA DEPARTMENT OF PUBLIC WORKS R / Drawing No A tJNTI T N Sm Op rte. �./�. IN /�/N CYLINDER LOCATED /yM o �AI�cFNE tiro ��� c.a►M�g��tl. -- E INT, OF FRONT ST. & RANCHO CALF. Ro., I.e Horizon _ _ Plans Prepared Under Supervision Of / I.S N.E. ON RANCHO CALIF. RD, TO INT. MATH 27 PRECISE GRADING PLANS FOR: Inspector ... _._ _ —____�_ ._. ____�_ _ _�__ ARGARITA RD., IN THE H.W. CORNER OF THE INT. N/A NO. 43217 ACCEPTED BY: DATE: E. of A r cr+,uNUNfc FENCE. F x 16' AROUND � EXP. 3/31/00 � �� Z�� �� DEPUTY DIRECTOR OF PUBLIC WORKS CHARDONNAY HILLS cALF. GAS VALVES, 40' N. OF P.P. (No. , 94' Date RONALD J PARKS OF CENTERLNE OF RANCHO CALIF- RD. FOM-- Vertical �► `r MARWAN A. UNIS Date Completed - - SS VATNESS POST SET 1 W. OF MONUMENT. t v TRACT 28503 N A R.C.E. No. 43 17 _ �Kpi�q Morph 3l, ?0409T44 9• .� J. DATE 9-13-82 �v. 112&410 ___ _ ----- R.C.E.RCENo. EX irN 30-01 PHASF ONE LOTS 1 - 8 Sheet 2 of 5 SHEE 4 (Do v, � ' .� 2 rye (!� � SCOPE �• oo �• .�� 6 � � 2_ � v � � • b� '� � �� off' � nk �` 1265' � � � � 0.5. , .0 00 %j Lu co 1 � 1 F60 � �' N 1 5611 CP— % 4t. Lr) (c��� � roti �� �h` TW 1283.3 N � ((`l �(' �� � ��'1 k• �� �N � � � ` �`� Q� 14,. 0 1• s IZA W 0 12 Q sem,, 1 � ����0 � � � �y (b93- 40 ! �2 9F� �v T�• '� ^ � F• 2� ' 'h• p0, NAGE= � G ����p�w � 401 �S � Fj Q� •� .. X780 N20CP r NY C� 02'0 ti � � o� . V �Qi* . 2 k� ,,� � � . �,l i1►^� l3 68./0 127/. el Alb 3L (IV 14 Fs �1 . 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INC. � k�\• 422-4133 0 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DRIVE, sure �� hgy ti !6•L3, / SUITE B 205 PLANNING • ENGQfEERING • SURVEYQIG MISSION VIEJQ CA 92691 1 b�• Q � SAN DIEGO, CA 92123 � 34.67 / TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 ewo uur eo,�...ra• a�a c-zss • 9�n Dfe�o, CA 9EIL1 (949) 598-8500 \�- � (eio) s6o-moo► � --- LD98-144 GR CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SALE SEAL: Designed By Drown By Checked By Drawing No. Cor�s7w�cnoc-�C�nN��a+�Nc,6 PEaCF,�r�i_E_.� 8'(v' O.-0F PoVERSIDE B.M. N0. T-29-01 �°f= I.O� �. ED NUNTINGTON MARLENfe N�ETO �OBC,4M($ELL RECOMMENDED BY: DATE: ��"l�I CITY OF TEMECULA DEPARTMENT Of PUBLIC WORKS Contractor -..._ _ .50 BRASS DISC MI CONC. CK1MOElt LOCATED FROM Dw�wnr �E�ur�noNs of Fp.K�+ �r�olz —.---- e wr. or ntoHt sr. t Ru�a�o clot. no., �.s Horizontal y � - Plans Prepared Under Supervision Of --- - - / Z1 PRECISE GRADING PLANS FOR: 1'S N.E. p/ RANCHO CALIF. RD. TO NT. NIM _ __ --- ---- --- _ _ „�„TA �., � ,� N.W. � ,� .,T. NO. 43217 ACCEPTED eY: DATE: CHARDONNAY HILLS ""oOO�Of -- --- -- � E. OF w r auwxx c FENCE, r' . 16• N+a,Ne N�� acv 3/31/00 DEPUTY DIRECTOR OF PUBLIC WORKS -- ------------�-- -- . CALIF. GAS VALVES, �0� N. OF P.P. '(N0. 94' • � "� ' DOtE �-Z-��,� OF c�hau►c ov rtu�a�o cam. no. �- Vertical �?� i v � ��� MARWAN A. NIS RONALD J PARKS ��. ��,a.�.a —__ 1 – .. . �: -- �,�� �T �T ,� W. � MONUMENT. 4 TRACT 28503 ua ooh 9-13-62 ELEV. 112a410 N/A R.C.E. N0.—x_43217 _ - ExP� --- Mordi��- 000 ---_ R.C.E. N0. 19744 EX i'a 9-3o-oi PHASE nNE — LOTS 9- (� � 27-33 Street � ofj 1 _ � 1 o' � �� .9 N k00, �0 .� a► <00 , d T9. %% 000, 001 LIP �• . �p "w. �9 Z :, to ► _ . g -,�•- / $3. 5 . m 1 1 , qjc N ••� • �.,� 1315.3 .o • On -I OZ Og2• 129 �a FF �C 5 � � 5 is;:, C:) Z � Q r `Y �Z Ile0„ I��9.o s. • � N �a r�. �� + t�. ,.3 q g �ov 4- , s � � V • • ��• • O �^ \ *� 1100 \ Vf ��11II MSG] 1.0 12 o."SIII ro b cb C P N S� �� ••� • 0I 1321.8 ...� 292.8 A-I '� 400 1299 t?,� o Q .r 1301 00. -;�Icp- 0010 NEI o V � CO '14D - 4 1 • 0 #Af d tAC' _ •`s' ci} '� `� X302,p ;000 11 17 c-� �J Underground Service Alert SOILS ENGINEER: PANS PREPARED BY: � 1 Call: TOLL FREE LEIGHTON do ASSOCIATES 1 -800 - 71G � 422 4133 5934 MURPHY CANYON ROA[ j ;/ Low i R SUITE B 205 PLANNING • ENGINEERING • SURVEYING 5P4 EE T SAN DIEGO, CA 92123 6540 Lusk Boulevard • Suite C-225 • San Dieto. CA 99121 - - LD99 - 14ZGR TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 560--9vo1 ,_ _ LD98--144 GR MEN CONSTRUCTION RECORD BY DATE" RE VISIONS ACC'D DATE_ BENCH MARK SEAL: Designed By Drawn By Checked By l Drawing No. of SCALE a _. __ - - - - --'- ----- - RECOMMENDED BY: DATE: /fZG s CITY OF TEMECULA , DEPARTMENT OF PUBLIC WORKS t Co /?J 0. -OF RIVERSIDE B.M. NO. T--79-81 =20 tD NUN•r'1NG-TON MARLENF. METO FZ00 CAMPIML-L Contractor --- ,- ' N$TatJGT10N CHA�VC�-� SNIFTLOT 12 _ _._ _ _ _-- s' BRASS DISC IN CONC. cruNM LOCATED FROM � •�eDR4P6r�4RAGra o•5 E INT. OF FRONT ST. & RANCHO CALIF. RD., 1.e Horizontal _ _ Plans Prepared Under Supervision Of PRECISE GRADING PLANS FOR: �_ _ ACCEPTED BY: ATE: CoNsrR�-navC�+ :Cw�aca�P���E OF[�Ivan�AYs 8• I.'s N.E. ON RANCHO CALIF RD. To INT. WITH Z __ - ARGARITA RD., IN THE N.W. CORNER OF THE INT. � NO• 43217 • Inspector _ _ _ 1 pate �y Z — " DEPUTY DIRECTOR OF PUBLIC WORKS CHARDONNAY H p,,iv_w.>✓v�nar�of Ft�Istt _ _._ _._ . _ ,' E. of A T CHAINUNK FENCE, z1� x 1s' AROUND EXP. 3/31/00 CAUF. GAS VALVES. 40 N. OF P.P. (N0. • 94 f� esT E OF CENTERLINE OF RANCHO CALIF. RD. R- vertical > e RONALD ARKS Date Completed __. ___..__ 'I•�5 I v �� MARWAN OUNIS TRACT 28503 P ____... _._ __. J �1 �I� _ _ -- - SS YNTNESS POST SET 1' W. OF MONUMENT. N A rf _.__ . DJ. DATE 9-13�-dz ELEV. 112d410 / R.C.E. No. 43217 ,_. _ Expire! Mar _2000 R.C.E. No. 1$744 EX jm 9-30.01 PH ASF ONE — LOTS 12- I.(o f 24 -2w Sheet 4 of 5 r -�. 4 f SHEE 5EE 2.1 tN3 CP � W 9 0 •8� 40 N - .4 (0 -4 � �. 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X29. 75........... ! 7 1290 0 2--1 SLOPE ��9� foo.S f ' 203637\V • Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: Call: TOLL FREE LEIGHTON & ASSOCIATES 1 -800 3934 MURPHY CANYON ROAD GROUP ( 422-4133 SUITE B 205 PLANNING • ENGINEERING • S}JRVEMG Q� SAN DIEGO, CA 92123 0540 Lusk Boulevard • Suite C--2260(e 19) 560-OWI San Diego, CA 92121 LD99 — � �' GR TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 � LD98—f44 GR CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By CITY Drowing No. _w�_ CQMsnor�CSE- .�._...._---- _ E ` . RIVERSIDE e.M. No. T_�-131 2D �. caMB1.L QTEMECULA DEPARTMENT OF PUBLIC WORKS b RECOMMENDED BY: DATE: Q'I i Contractor _ S"DWS BRASS DISC IN CONC. CYLINDER LOCATED FRIM Fir.1,sH pao_ EI,EV�T1oni6. Horizontal E INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 _ - - Plans Prepared Under Supervision Of I.•S N.E. ON RANCHO CALIF. RD. TO NT. MATH / PRECISE GRADING PLANS FOR: Inspector _ w__ _-_-- -�.._ .�-.__�_.____�_ .__ ---�__� _� ARGARITA RD., N THE N.W. CORNER OF THE NT. NSA NO. 43217 - ACCEPTED BY: DATE: t7 sP . iv E. OF A r CHAINLMIK FENCE, 21' x 16' AROUND EXP. 3/31/00 _ Date �— L! 4M DEPUTY DIRECTOR OF PUBLIC WORKS CHARDONNAY HILLS CALIF. GAS VALVES 40' N. OF P.F. (No. 94 vertical r -- PONALD J PARKS OF CEN TERLINE OF RANCHO CALIF. RD. F.-- `� t V 1 M A R WA N A. N i s Date Completes - __ SS WITNESS POST SET V W. OF MOW HENT. 1 TRACT 28503 _ H A F CaN TS 17 ,2 Sheet f 5 �. DATE 9-13-ez ELEV. 11zI�410 N A 4 17 Ma�Ch 3 1no0 1944 9 P � — — o R.C.E. No. . _ 3 - - �Kpir�� _____ 1�- R.C.E. No. Ex �N -30-D� E LO 3 r+.