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HomeMy WebLinkAboutLot 1-36 Precise Grading LEGENO: PAD PAD ELEVATION FF FINISHED FLOOR GFF GARAGE FINISHED FLOOR FL FLOW LINE GRADING NOTES• HP HIGH POINT FS FINISHED SURFACE 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM TC TOP OF CURB BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. TW TOP OF WALL 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 22 LOT NUMBER DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 3 = PLAN NUMBER �""� CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF SLOPES. 3AR A = ELEVATION 3. MAXIMUM CUT AND FILL SLOPE - 2:1. R = REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF .2 F ALL FILL SLOPES OVER 5' HIGH. DEEPENED FOOTING (DEPTH AS SHOWN) STREET LIGHT � J• �\,�J• 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A 6 DQv FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS RETAINING WALL (BY SEPARATE PERMIT) Q�Op QpO spa BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION (ALL WALLS ARE TYPE I--B, PER CITY OF FOR ALL FILLS OVER 1' DEEP. qrM . TEMECULA STANDARDS UNLESS NOTED �-� `�' ~ =.._. 6. A REGISTERED CM OTHERWISE ON PLANS) LNO, �,\�' ,:; ,� ti L ENGINEER SHALL SUBMIT TO THE CITY OF ` , TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF ® ELECTRICAL VAULT '� '' .. ` -O "•, COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED SEWER LATERAL O "� . = ": ;- ,� GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. WATER LATERAL 1!C MIN. .� �� CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION INDICATES LOWERED GARAGE OF CUT/FI •� LL SLOPES. FINISHED FLOOR : _ ,- w •, -, :� `- 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM BF FLOWS, ALONG THE TOP OF CUT SLOPES. INDICATES BACKFLOW PREVENTER REQ'D -•� = • 3 R B 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER A 4 �,=•r":•:�- - -,,- .�•. �.; ..:,. ',;;- � - :�, � "�.�, a ;� '•�� � THAN ONE FOOT. PAD= PAD ELEVATION ; ED FLOOR A FF = FINISH 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH „ GFF= GARAGE z ,, :~.. ,�` �,.' �� ;� �„' w� ,.�^ ,� ,� ... ,; � ',� .°�,,` � ,�, _;� w�. ',�. �-`. ; .r RECOMMENDATIONS F TH Z G R GE FINISHED O E PRELIMINARYINVESTIGATION BY MIN. � �"� ,. � � SOILS � �� � �� w.� ' "t„�',�M" . .� ,-.` - \� '"y, y`w :'�,. "•..^ 4 �. y. ,�'.. „ +..'. DG DROP GARAGE FLOOR yr - . w,. : I HT FL �,�• ,r , �.~ ;� . ~ a 4-^ � LEG ON & ASSOCIATES DATED IZ- i3- 11'19 TWO SETS OF THE y. M N'v = r� w, Fy .. ,:. . . r, FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING BACK FLOW _ �. EER G E ARTM N D E T WHICH H C S ALL INCLUD F NELEV. 1 ec � -� .. �.• �.-.,. -•- �. - �~� E FOUNDATION DATION D ES I G N S EQUAL TO OR GREATER PREVENnoN vAlvE ��• � � " . - ^". •�.. w. MIN. MIN. THAN �_.�..'--:r . ,:�.: �. :.���: .._. ,.F �. �.^ .� ,� •�. �.�. •^r. ;�,~. ,:,� • NG HAS BEEN BLDG. PAD ELEV. EL. . ... .., �•.�-.�_��'�'' �,~ r..,� r,, :�. �" ��• MIN -. `r 1=�- .'ti-.., . .�. ,. -M � .. .�� _ ., � . ,� . , �. ,� �.. DON IN CONFORMANCEONN D CERTIFICATION THAT GRADING ,�;., ,, WITH THE RECOMMENDATIONS 0 F THE `- �.,� -. ,- PRELIMINARY REPORT. v Y SO LS . w „`'"y,•' 4. .,,,, •.., _„T•..'„fir,, .` ^•. �~ k-.M"• � .�, ', �, ♦o MIN 'e.�"•., ,.w` -",,., `• ,,^..,� .•.. •. PAD EL 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT 2:1 MAX. �. - :•,-., 'w-. �. ::�* ~' -'. ti, 2" MIN �� .�,� .,:.�. � 1• EAT 4 -_�' �. _ � ' ' • : �:;-�•, ;�::•^. .., , . - HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND I �` . -.,'". •�. ;^� ,'•`r,'` ,mow` ;� «, , N. �~ . � r Q G , LEAST 2 Ul o .. DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO DEE ENE MIN �r :�. . �, .• ., '� ,•. ,, w. �,, 276 MIN. NG PERMIT FINAL INSPECTION F EACH LOT. PHONE: - Q , . .. . . . OR FOOTING ` { 0 ) 6 2 X. 6411. ., WHEN L 'ti "r, rr.- •'v,, `' ,+. t. . .'., ;y "w. .,". .r •r ti. .�""+ h~•"v, ,'r<.. '-.` r'` '*,. .;,'"-•, M'',w ... rwti. MIN. REQUIRED � `. •�; • 1.4 � ._ � " .. . •. . �. .. _ . ._ .. ..., -~w. . "., , �� ..~,. ..._ -r. ,� ,.'r� :may, .�.- ��-. �,. -' ��• `�.` ,�:. ,� �.. �,� CUT SLOPE 5 IN VERTICAL HEIGHT �-. T 11 S EQUAL T AL 0 OR R EATER THAN ALAND •c� FILL SLOPES A T � •-� ��- .�:`'� Q R GREA �R THAN �.~•,� `` ,�. ;; S I N VERTICAL C HEIGHT PAD ELEV. ��" -�. ALSHALL V v , . .. ^. •y h'4 .� .�.. ... :. ter' y: .." _ BE PLANTED WITH �.,. •'M,;:, w~� �.. ��. D GRASS OR GROUND COV T ER 0 PROTECT THE SLOPE RIW ^-.."'`, •' r� _ •. - O, •. �., ., •, -.`O,-. � -• w,,^�w'+ `^ ,. "rte ...� ti " .. .•may.` ��" rr. ,',� '-.,� ^..4 - '°,y.• '�^�'"„^..^.',r'• ••""'w:` ,` � �., FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 2% MIN. SIDEWALK r,:'. '�, .y � .�. '•� ... y:, _ , ~ ,. Tom. „ ,-� �, ,�, � . .� .-, •w� .�: -.. �, CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SECTION 12" MIN 219e MAX. �� .,. �`. ,.. • �. w CURB FACE ... .�= .�� •:r-:• •:,�-' •�-w .',�-.... '•-:::� .� �;, _`�` .� � 12 NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND N.T.S. (SEE FOUNDATION PLAN) ., . :,,� .• , •� w.- ,•.- ~� = -� ,,. :� 26 . `�`' h' -=` = `° N 2p 19 1S HAS BEEN CLEARED OF WEED DEBRIS, TOPSOIL, AND OTHER ; �. - 21 S, DEB R ,�, 2S DELETERIOUS MATERIAL. 24 23 �, ,� tee . �. *• .� ti ,, 22 TYPICAL0 FINISH RAIDING .. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, UNO UNLESS NOTED OTHERWISE THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED •� •r.� •� '� '•� y'y .fir ;-� 'r.••,r �` ,''� NOT TO SCALE '�. -`.. .:_ .-. - , AFTER FINE -��. �:- : - ,; ;: 1 2 BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. GRADE PROVIDE FL ,� - - ' 3 r 5'WI DE' BY 1' S' 10' MIN. .`" :�~ =� il�r- �' .� "-w 4 ' " +w� �- b 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF HIGH BERM .. •'. PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL OR EQUIV. MUD SILL -'- w �` �= 7 SHOULD BE PROVIDED TO PREVENT EVE PONDING WATER AND DAMAGE TO 1• fi" MIN. '�" �`'' ; rte: S 12 13 14 ADJACENT PROPERTIES. ,-. 11 S. L 10 yam. �.. �. PAQ � '� `- �• "� �.� : ' :� w 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED MAX. �. . WTy 1 y ;- • ,,� �. ' : METHODS. MIN. - 2% MIN. 12" MIN. �`- = :,=` �`, , , - .. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST ,. 21% MAX. ` ' ~ CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. .r .;NN, A '; PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST DE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING 50.00 SECTION OPERATIONS. N.T.S. 17• STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- ` TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 50.00 - .� 6 -. •: �- ; PQ VERTICAL HEIGHT. w 2s 50.00' " 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF 7 24 20 BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE SCALE-.' 1 100 23 22 Q E ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL ��_�•:.� � 2 21 REQUIRED, THE W r .' •• BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND .r SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 0 GROUND SHALL BE GIVEN. 0 0 - 15 28 `nry 16 ROSEA RCE ION PLANTNTROL: ALL T 2" ON CENDED SLOPES SHALL BE PLANTED WITH TERS OR ANOTHER APPROVED G OUN D co D AP PROJECT COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND `O SCALE: 1" = 200' A SITE COVER, HALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR r COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON p CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. I SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT c0 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., UANTITIE �; CHAPTER 10.r. p 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT I CUT - 540 CY � � � R� NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. FILL. = 540 CY to 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES 0 SHALL BE PERMITTED. I O 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. � HARDONNAY ILLS ODE FOOTPRINT '� R 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT 0 RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY Ci' SOILS ENGINEER: PLANS 9 ppR�� "19 FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING Underground Service Alert LAS PREPARED BY: PLANS PREPARED FOR: PRIVATE NGINEER S OTE: DE �,� CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS x N� SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STA1t AND APPROVAL. LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Call: TOLL FREE LEIGHTON & ASSOCIATES OF CALIFORNIA, 0 � 40 so 80 100 a IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR 1 -800 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE r 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP 422-4133 SUITE B 205 PLANNING • LNGMIEMG • G MISSION VIEJO, CA 92691 FOR APPROVAL BY THE CITY. „ _ SAN DIEGO, CA 92123 0540 Lusk Boulevard. suite C_225 . San Diego, CA 92121 (949) 598-8500 N.T.S. SCALE.- 1 - 20' Q �P 99- 2<2U1 TWO WORKING DAYS BEFORE YOU DIG (s 19) 292-8030 t619� 550_99o1 LD99-i 72GR CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Esse Designed By Drawn By Checked By 1 r- v15E PAD ><t-Ev• Ori X07 2 - st+E�-r 2 + RECOMMENDED BY• DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. � Contractor 2' 00�OF RIVERSIDE B.M. N0. T-29-81 � A. y � 1.5 BRASS DISC IN CONC. CYLINDER LOCATED FROM QL C] THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 Horizontd _ Plans Prepared Under Supervision Of T'4 Ml.'S N.E. ON RANCHO CALIF. RD. TO INT. MATH �� O _ 4DATE. PLANS.- SO. 0 " a� Ho. 43217 ACCEPTED BY: /z /� PRECISE GRADING Inspector MARGARITA RD., IN THE N.W. COR2ERX 6'T/HiEROUND. 1 = 20 gyp- 3/31/00 • �DEPUTY DIRECT{jR OF PUBLIC WbRKS1 E. OFA 7 CHAINLINK FENCE, Date r CALIF. GAS VALVES. 4O N. OF P.P. (NO. 94 IZ. RONALD J. PARKS � Date Completed N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical '� C,V ��► ,P MARWAN A. UNIS CHARDONNAY HILLS - TRACT 23101-6 GLASS MATNESS POST SET 1 W. OF MONUMENT. 0 PRECISE GRADING PLANS FOR C ) E) 0 HAF\ N 4 Ay H I L 3 TRACT 23 101 ADJ. DATE 9-1 N/A �'`'"� LOTS 1 thru 38 3-12 ELEV. 112a.410 R.C.E. No. 17 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 Sheet 1 of 4 • ` `44 70.89* \ O 78 . 2 1. 0' 61.05' 30.30 49 30' 27 2.1 5ZoPE PAD=64.3 ` o' � r• C4 1 ,5�� , ► oF '� 12 FL ,I � ry h � � yg•�Q 55.9 1 � g7.3 FL 0 5�• p 57.5 C>1 7•p� `°ry h�• 14'20' FL E. 9 c (0 - o � �1 � sj kb SBR SCR h �0.6• 57-4 U� •q R h� HP 1 26PAD=575 ` d .1 PAD=55.9 p FF =58.00 5 •�„o• PAD=61.8 5 . =57.3 GFF=57.50 FF =5640 PAD = p C7 p GFF 55.90 PAD=57.0 FF =57.80 - PAD=55.1 _ _ GFF=57.30 50 FF =55.60 ;r, O GFF=57.00 6 0 0 PAD=57.7 FL GFF 55.10 0 FF =58.20 GfF=57.7D 1, N 06 tA CZ,S- 13 `° ss ` ° .48 .__'.,., h 1 4F 0.6' DF y e 9 10 t;? 25 (u s i y J �j G� 3 �►� y i��• /y PAD=59.1 �' s� x , ' i, � k• ' . o q t�• / -o P �.00 p r , 2 PAD=57.7 6 35-28 y ss 9 FF =58.20 PAD=54 7 FL ir` ;� -. ` o U G�' x6 55 6 GFF=57.70 FF =55.20 F5' GFF=54.70 Ste? .+► o cis c� � N ._.,.m_ t 7 � N t �� . ........ .. t V FL __. .M._. ORGE S0 0 ' B - + , co. - .�_._..____-_.. _...._�__. .... ._- F aA i. _ ..__.... t ' 0 T ' r C 4+7 s 17708 2.6 �, p v, ao -- _ _.... �� ca• �x .mss } � N h o 55.4 f ly' TC _ O.6 DF53. pg. 8 , �� __. �..µ...._ ._�. -----_._ _. „rx ��, � ... ' V Y { 14 24 57.7 C]] c� •�a1 S PAD=56.5 � .�. _ 51.4 - - � `� ;' o �; � � 00 �.'� ?S 7 7 - 1 �� 'F r' yPAD-57 7 NP k• 5 1 .00 25.00 t a FF =58.20 PAD-53.8 F1- ;+ s `tip 79.35' 3.5 -- ` Ss¢ GFF=57.70 5A t.4 1 �• ? 5� %r 5.qp• 5• J FF =54.30 5 - ,C, c_ ry Fs h 15 F p �k FL h4j• 15.0' av GF"F-53.8D S .. �. h • - Sci 24 13+16.4 ;` 71 °� 2 h D.6' DF D=5 6 53•g � hg. � 8 rni p 507 ;o $ - PAD=54.3 � 36.7 43 r 5 .c�'`9 FF =54.80 NIL, s GFF=53.50 NJ sy SV' 8 • ' j..r �'1 ii O 5 , 3 9S ._._ 1 b o ,� ... 15 .o� PAD=Ss h'�• .. .7 AZ PAD=56.8 FL FF =57 30 °�. 10 7Ar c�' FF =57.20 0 PAD=51a£a 23 . ,; �_ GFf=56.80 6 , ,,�.,. s25 0.s• OF GFF=56 70 jai h0• R L) s '7 Q r ��.,7 �• Q 1 4r PAD 54.1 CE3OP �? PAD=51.0 F,F =51.50 8, � O 7 DF � 2f ar 20 �� 644 �s � 1.1 0 DROP GAR. 1.0 .0 - .�, cp g 5_� 6 GFF 50.00 26 p ' �jo' FL �jb'Q FAD=48 9 122 h 100, 12� 47 8 Job .,. ,30f4'. ... . '2 .0• ^ 12 FS PAD=51 I. V 9 ^ 503 0�0 5 2 N Xo FF 51.sa .s v 022 � GFF- 1.10 � PAD=51.D O � � - 41.5 , 40- .2 ��4D-479 1 2 Z?_ i � ' F 16 1 s, v s 1 PAD=48.5 =457 'EE SHEE 3 10 ! PA 4 5 } h Tr • Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: Call: TOLL FREE LENNAR HOMES LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 Q LD99 2(o2 CSR 422--4133 MISSION VIEJO CA 92691 N� SUITE B 205 PLANNING �G�G G SAN DIEGO, CA 921236640 Lusk Boulevard• Suite C-225 • San Diego, CA 92121 (949) 598-8500 LD99-172 GR 0 '. TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 550-9901 4 it CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. 9t E / � RECOMMENDED BY. DATE: / sT CITY 0N .1 1?EV►9E PAD ELF-V. ON LAT 2 z•?3•Q7 Co• OF RIVERSIDE B.M. NO. T-29-81 A. Y JOHN SPOTTS ETHEL PARRENAS JOHN SPOTTS = I Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM G THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 Horizontal _ Plans Prepared Under Supervision Of !� �f =o MCS N.E. ON RANCHO CALIF. RD. TO INT. WITH ACCEPTED BY: ATE: PRECISE GRADING PLAN S MARGARITA RD., IN THE N.W. CORNER OF THE INT. 1" = 20' NO. 43217 - DEPUTY DIRECTOR OF PUBLIC WORKS - 0 Inspector Date -�� RONALD J. PARKS c o 1 E. OFA 7 CHAINLINK FENCE. 21 x 16 AROUND EXP. 3/31/00 SO. CALIF. GAS VALVES. 40' N. OF P.P. (NO.#), 94' C H A R D G N N A Y HILLS-TRACT 2 3141 --6 N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical �'�, C V �� MARWAN A. YOUNIS 5i 3 Date completed I GLASS WITNESS POST SET 1 W. of MONUMENT. � �``Fd�' Lots 1 t h ru 1 cJ Sheet 2 of 4 ADJ. DATE 9-13--82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March ,31, 2000 R.C.E. No. 19744 Expires _SEPTEMBER 30, 2001 31 SEE SHE PAD=52.3 / 23i 7 h......:,_ �`fls� 51.3, •�, � _ � g• - - f ;� PAD=54.1 - 0-.40f .. . SHEE-..._ 48.7 � � 1pSEE T 2 • h �� TC ` 2 ,` *� 15 FS CL„rte ! �8 D y, or 'o �g G PAD=49.9 �``� -� CL 1, 16' /fr 6?�'`' 'Sj •-� 1 r �P FF =50.40 s +s,�90 0 51• PAD=51.0 GFF=49.90 Q 0• ' 48• S 1r : , 64r DROP GAR. 0.5 CW-F=50.50 ,...._., ' PA D=51.D 9.9 115•44fF =5150L 0 • ' 62 i ... k �� N _�. r1 00 .7 V tr D DF 1 •,� 1 BF Job. 4 �� h Ak 0 t SCALE.• 1"=20' O.b" OF ;' �• C PAD=48.5 CL ,27' D 3 �6• t r s.0 `�''• FF =49 20.0 1 +a6. i j\0' �b� ,' j �- '� Q 00 � 81 F'5 ? �� DROP GAR. 1.0 PAD=47.6 CL 27, D j CFF=47.50 13 ox' { FF =48.10 2O 0 . / 16 CfF=47.60 f 1 f 69.95 15.00 ,r, 7 CL „28 D �, S` W 15.0' kK • !v FS 15.0' 61-k59 41 _ OF , .._.. • L PAD-47.5 .. r 5 FF =,MOD 1 0 5 DF F� , Ar 47. 11.9Z• DROP GAR. a 5 ,.. L F m:- 20 0 GFF=4 t ......_ 7 0027.2' o TCW _.._ 58.0 3.0 16P 0 .._....... .. .. __ ; 4 i21 1+52.4 _ 5► OF Ir; • , 20.0 , V �y a 27" D � PAD=44.7 1°' -r � FF 45.20 - { • O 61+09.6 = k y , PAD=45.1 w 17 FF =4560 Ir O - CFF=44.70 ._... 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W19 501 Ix 40.3 214' '� `'';•, - 1', nl N Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: Call: TOLL FREE LENNAR HOMES LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. ' 1 -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR. STE. 200 422-4133 ' s SUITE B 205 PLANNING • ENGINEERING • SURVEYING MISSION VIEJO, CA 92691 SAN DIEGO, CA 92123 er5o I„k Houkvwd a suite C-225 • Bea Diego, C,1 92121 (949) 598--8500 - N TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (dig) 550-9901 172 GR �, N CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL. Esse Designed By Drawn By Checked By Drawing No. a co. OF RIVERSIDE B.M. No. T-29-s1 A. JOHN SPOTTS ETHEL PARRENAS JOHN SPOTTS RECOMMENDED BY• DATE:- � - CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS N N Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM v I THE INT. OF FRONT ST, & RANCHO CALIF. RD., 1.8 Horizontal h Plana Prepared Under Supervision Of o ML'S N.E. ON RANCHO CALIF. RD. TO INT. WITH Inspector MARGARITA RD., IN THE N.W. CORNER OF•THE INT. 1" 20' NO. 4321 ACCEPTED BY: DATE: PRECISE GRADING PLANS,1 E. OFA 7 CHAINLINK FENCE. 21 x 16 AROUND EXP. 3/3100 - Z, DEPUTY DIRECTOR OF PUBLIC WORKS -$ SO. CALIF. GAS VALVES, 40 N. OF P.P. NO.#), 94' - r''r^'~ Date 3 �� RONALD J. PARKS Date Completed N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical sem , „ .� MAR WAN A. N I s CHARD 0 N N A Y HILLS-TRACT 23101 -6 GLASS 1AITNESS POST SET 1 W OF MONUMENT. �A ADJ. DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 Lots 16 th ru 22 & 32 th ru 36 Sheet 3 of 4 r 1 f 66. 5 •('ll 0 6 6 2• 6�f�H'Y ?° FL o J - 2 PAD=64.3 64 FL ' FF =64.80 sx 9T=64.30 kO 64.0 M3r HP�� Qo � e• � �� � 6p. 0 6'o TC a � 1,S 0" � S,g g h '�f X9.40 p�' Ch jj 7 � PAD=60.7 � 59•� ; � •.,,� 59 S o � 6 =61.20 FS e 89 0 � of GFF 60.70 SO' �n o 6 D/jf, l 61•S -7�9x ¢fro 9 FL 'bs� O• r ._ .0 PAD=61.8 �. 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IV ,ry 7 .. 48.7 TC15 11 32 � I r PAD=49.9 e e PAD=51.0 it e 22 SEE SHEE T 3 � r PAD=51.0 �' --_ _ _. i l Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: Call: TOLL FREE LENNAR HOMES LEIGHTON & ASSOCIATES OF CALIFORNIA, INC.1 -800 a a fit 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 I 422--4133 SUITE B 205 PLANNING a ZNGMZEMG • MISSION VIEJO, CA 92691 O M SAN DIEGO, CA 92123 8640 Lw& Boule ara. suite C-225 • San Diego, Cs 92121 (949) 598-8500 LD 99-172 GR N TWO WORKING DAY'S BEFORE YOU DIG (619) 292-8030 (619) 550-9901 0 31 CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: � �� Designed By Drawn By Checked By , ` n Drawing No. Controctor CO. OF RIVERSIDE B.M. No. T-29-81 A. y JOHN SPOTTS ETHEL PARRENAS JOHN SPOTTS RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS n N 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM • � �(��gj� THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 Horizontal _ Plans Prepared Under Supervision Of . MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH L ��. a 8 Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. 1" = 20' NO. 43217 ACCEPTED BY: DATE. PRECISE GRADIN P 1 E. OF A 7 CHAINUNK FENCE, 21' x 16' AROUND EXP. 3/31 0o DEPUTY DIRECTOR OF PUBLIC WORKS G L A N S. o f Date ►Z•3 '°� V SO. CALIF. GAS VALVES, 40' N. of P.P. (N0.#, 94' RONALD J. PARKS C H A R D�N N A Y HILLS-TRACT 23101 -6 ° ° Date Completed N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical s�, c �� MARWAN A. YOUNIS 9 1i GLASS WITNESS POST SET 1 W. OF MONUMENT. N/A �OF' c''�� ADJ. DATE 9-13--82 ELEV. 1128.410 R.C.E. No. 43217 Expires March 31 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 Lots 23 th ru 31 Sheet 4 of 4 v