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HomeMy WebLinkAboutLot 1, 5-109 Precise Grading s GRADING NOTES: / 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, AS AMENDED BY 04 09 Inq pw OR To RIVERSIDE ORDINANCE 93-04. To CORONA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. DRAINAGE SWALES SHALL BEA G R A D 1 .0&�Nir. G P LAd&NhlPRECISF-, x, M MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. m 3. MAXIMUM CUT AND FILL SLOPES = 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. I 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL PASF-, O DEL SOL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. ,L 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTENCITY 0 F TEMECULA x R' PROJECT CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING R .p SITE PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, P�,UBA o ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. City of Temecula RD. T ACT v, CAMPANULA WAY 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. Non 2 185 � 1 DE FORIO�' 79 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS H1 HWAY INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY �1 TO SAN DIEGO ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 00000 ` VICINITY MAS THE PRELIMINARY SOILS REPORT. 0000 .• NOT TO SCALE 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 0000, HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 00000 MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ., UNLESS OTHERWISE NOTED ON PLAN 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR .0000, GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN .00-00 0 ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ,� 0 Q. ACCORDANCE WITH CITY DEVELOPMENT CODE 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. .0000 / ` I 1X MIN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, / I NZ DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, _ I M3N. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ` 5' 1 REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. / / ` P L MIN P= 00.0 M N MIN. I FF=100.5 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE /1 •I K STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ` 1 AND DAMAGE TO ADJACENT PROPERTIES. ` »I 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. + ® I MIN. MIN. / �' / 100 50 0 100 � z � ® Z00 I - Z 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ` j 2% MIN. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST • +r• '� PAD 217E MAX. N � GRAPHIC SCALE: 1 -100 1 BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES swALE/ « • OVER 30 IN VERTICAL HEIGHT. \ « • / I: O 11111 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING ` ,� / SIDEYARD LOT DETAIL TYPICAL LOT PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 1 g / N.T.S. DRAINAGE DETAIL SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS / / / N.T.S. REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS / • ® • OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND / • COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL ` 0000#10* r BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT / IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R / got8 I 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR * _ * r • � • ~ nor A MINIMUM OF 3 FEET. s � I 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. • 40 4 • +> r 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 1 0 t ` • _ I ANY CONSTRUCTION/GRADING. -• � r � 9 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS [or ' • ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 4b ® / SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 44 � I 5 5 U, r I GEN I F.L. FLOW LINE O or,,,, .61 .1 . •• 4 � F.S. - FINISHED SURFACE / 46 F.G. - FINISHED GRADE G.B. - GRADE BREAK H.P. - HIGH POINT RO" L.P. - LOW POINT I R. - RATE OF GRADE T.C. - TOP OF CURB T.W. - TOP OF WALL - BOUNDARY ~ 4 - LOT NUMBER ~ �► I I P-69.3 - PAD ELEVATION ~ FF-69.80 ' -- FINISH FLOOR �..`� .� - .�.. .� ,.� ..-.. ...-.. - - ..-.. ....- •.-� ..-...� 3 INDEX MAP LO SCALE: 1 " = 100' a. Ile BENCHMARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS KEITH s�,"'"s"`"� OWNER/DEVELOPER.. � of Southern Colifomia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN cY, Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS INTERNATIONAL 7 CHAIN LINK FENCE, 21 'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22"56'23"W INC. s+ dab CAL-PALOMA DEL SOL, L.C. z 1 -800 OF P.P. N0. 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. . ,� a,o,,,, 9404 GENESEE AVENUE, SUITE 230 ( #) Inland Empire Division ouu+na fi+so� SAN DIEGO, CALIFORNIA 92037 m 422--4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Ln TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 a~,,, �.SM � ,M, Cd 9� (M).�e�. LD 9 8--09 0 G R 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By LO Checked By Drawing No. � '�c RECOMMENDED BY:. DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS CD Ctrtl ABI DH JRW ` Contractor Horizontal Plans Prepared Under Supervision Of .L Lenfe tet ACCEPTED BY: DATE: 10� PRECISE GRADING P�A N S $ Inspector SEE ABOVE �" �' 45920 01h RONALD .l. ARKS'A Date , s FOR Date Vertical Esp.12-31_96 GEO N F DEPUTY DIRECTOR OF PUBLIC WORKS a Completed PAS E O DEL S O L - a`' CA1.�F R.C.E No. 45920 Expires 12/31/98 R.C.E No. 19744 Expires 9/30/01 TRACT 24185- 1 Sheet 1 of 12 4 ..A„ k v -p 44.61 F•G _H 095* !f1 b) p � �� �'j � 'SSSS• �` � , �,, n of k Q' v► 71 "¢s0. 'G, kr1.• Q• co o �`• (�2 47• 23.32 89 �� '� --. ... kX Q' 54.99 � C�• TS E S H ET 0 C, o 90 �. k' O• Z 0 1 '� Otr On 4190 g . 62 47 c __&o 30. 1� X8 80. 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P=:38.3 2146cr 1983c NC] O' 0=30.6 P=30 FFA .4 38.80 O� 0 21 O 30 1 .3 .o� 1.10 1982146ar FF= 90 P=3 FF=3 4 0 3cr 1983ar P=33.6p 4, '^ P:=37. 1 P=35.6 F=31.80 0 0 °' 11 ��AN FF=37 60 FF FF=34.10 =36.10 ? ry 40$-0» Ilk 0 eelA3 Cb J J J O Nv F 4 �Q' o �lb w o _;t. ,;; 47 moo' o0 0 - 'Sp• 42 S `9�aC '+ �Q. o �"' Q• I+ o ,o .o g 4 6 �� PLAN 2146 9 �6 .� �� 4 �+ 0 44 4� �. ��• 50.03 .7 S9 16. .G, .56• G• � .s �� ,�. •d• 'L;5 , � � 56.41' is 59. 16' �t G• 59. 16' •G' F G' 59. 16 T 81 C �6 v �k FIREPLACE bc 66 BUILDING ''I'llwo ,111 11 1111FOOTPRINTS N � D JK RoAD � QG DE '` �• ��' PORTOLA `� �' 0 0 0 r� r KEITH : " ,,, Z INTERNATIONAL • tsa.Mt s INC. QI �.t �- N Inland Empire Division Cwturw A.� ow J MW ft00w A., Suft S, Mw. V6XW CA .MS MM)WS-ab. LD 9 8--09 0 G R 00 CONSTRUCTION RECORD DATE BY REVISIONS DATE 1ACC'D BENCH MARK SCALE SEAL: Q�ESS� Designed By Drawn By Checked By Drawing No. o 10/02 j1k LOTS 48-53 ` ' A.B.I. D.H. J.R.W. RECOMMENDED BY: DATE: CITY OF T DEPARTMENT Contractor Horizontal '� L�v� TMENT OF PUBLIC WORKS o Plans Prepared Under Supervision Of Inspector »_ ° �' rescer '' ACCEPTED BY: DATE: PRECISE GRADING PLANS SEE SHEET 1 20 No. 45920 Date ��'/Vye RONALD J. PARKS C o Com Completed Vertical Pix- -� GEORG A. LENFEST - " DEPUTY DIRECTOR OF PUBLIC WORKS FOR R a- p - ,q� 4s92o 12/31/98 PAS EO DEL S O L CF �p,L\ R.C.E No. ExpiresR.C.E No. 19744 Expires 9/30/01 TRACT 24185-- 1 Sheet 2 of 12 SEE SHEET 9 CV -H86 A) 62 �` , 26 k G 7 89 O C#� 43• 88 V �• 17 6.35 s2 00. b ti� 62' 4 F •0 n : ' �' •G, tr 5` 11 X 60 kgs 48 6�, 46 G. �` 4C' b $2' Ca' ..' 'yA •L. �j � 'n L1J a w k ,�. •d 6 e Yr 0 -H 45.24 11. 38.80 59 43 460 2545' 23. 49 3 5p_ %fi 58 %- F 00 x6 • 57 56 •� 541 ��• Q. 9 Q N cJ cJ _ ,�,. 1. 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LD 0 n O n p t0 o MWCW-11w Am. �,�. ate, ,, W,,,ow VW&V* CI „ MIN)SM-OM REVISION NO. 1 7 V f� to L6 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: CESS/ Designed By Drawn By Checked By Drawing No. 00 10/98 LOTS 48-53, BLDG. FOOTPRINT �e `� A.B.I. R.D. J.R.W. RECOMMENDED BY: DATE: // CITY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS Contractor 11/98 LOTS 36-38,57-59 BLDG. FOOTPRINT Horizontal C11) �� ons Prepared Under Supervision Of orre A. Lantestey d� 11 t PRECISE GRADING PLANS Inspector _ SEE SHEET #1 1"= 20' `� No. 45920 �' ACCEPTED BY: DATE. -- Date RONALD J. PARKS q FOR -6 &p.lx-31-9DEPUTY DIRECTOR OF PUBLIC WORKS 0 Dat Vertical E A. 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LIGHT �r kk9 0 ,� W •s 'eeW •S 50 00' 50.00 •� N 5 .0 50.�0 K .S5r 0�.00 50.00' 50. eg�• n xv' "� So.�oio�' So.ok'o� bt IR N °• oCV to p� N 00 ! erV• Lr 1nJ V OtWOON t .� 4 145,3F.L. 47 • 1 F• GF=47.70 GF-47.10 11S GF=46.Q0 GF=45.90 p 94 .9 F.L. l� GF=48.80 O Irl O 8a O O P GF=45.80 5 5 G 0 a a a ' O ' 5' O1 5' 5' •gyp• •4• 70 .4. OQ� 5' 5' -01 . ,� � • �.c - ,,� 4 0 • 5 Op " O 5 5' 5' � F • O r-- �� O• 3.9 1750 2146ar 1983b • 1983c 2146cr ,, 1750a a.40 P=48.9 P=48.8 5 6 P=48.2 3' 1750br O� P=47.0 P=46.4 P=45.8 • FF=49.40 FF=49.30 3 FF=48.70 3 P=47.6 FF=47.50FF=46.90 3 FF=46.30 • FF=48.10 3' Dec► 3 D,r � O I.00 1w OEM �d R 8 .�• 32 Q o o rrn 35 >�s 29 30 31 d 33•� 34 � k . 20 10 0 20 4p 4 e b k� �' o k� ' d GRAPHIC SCALE: 1"=20' t�G' 90' 50.00' 50.00' � 50.00' 50-00.0 so.00' 1449 LEGEND 0 B.W. -- BACK OF SIDEWALK N DF - DEEPENED FOOTING Q F.L. -- FLOW LINE F.S. - FINISHED SURFACE N F.G. - FINISHED GRADE F.L. -- FLOW LINE G.B. - GRADE BREAK GF - GARAGE FLOOR H.P. - HIGH POINT CS h0 L.P. - LOW POINT �•A%I �•,`V' 0 I�^•AIIA%,* v+ R/w - RIGHT-of-wAY DE PORTOLA ROAD 0 T.C. -- TOP OF CURB qt T.W. - TOP OF WALL Co -- BOUNDARY 0 CL 4 -- LOT NUMBER ca P=69.3 -- PAD ELEVATION 327 328 329 0 FF=69.80 -- FINISH FLOOR 1-11 o a 0 -- INDICATES STEP IN GARAGE FLOOR 0 r7 KEITH z INTERNATIONAL " ' """'�'` INC. 0 Inland Lm LD99 - 007CR !re Dfrisioa rotora"0""" P Cwturw Rr,owm , I ftwhW ,M.. S„M, MO. ft� VOMS CI .eu: Iff"m. LD 9 8--0 9 0 G R Cn CON!;TRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL. c OFESSDesigned By Drawn By Checked By 2Drawing No. 1 /98 LOTS 30-35, 60-65 BLDG. FOOTPRINT RDJR 1 `� A.B.I. R. . .W. RECOMMENDED BY: DATE. CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS N Contractor _. _.. _ __ �� Ciel a Horizontal U, la s Prepared Under Supervision Of „ A• y ACCEPTED BY: DATE: PRECISE GRADING PLANS FOR a Inspector SEE SHEET 1 1 = 20 Na 450 _ Date 9 DEPUTY DIRECTOR OF PUBLIC WORKS Date vertical Exp.12-31-OR GEOR A. LEN EY Completed _ _ `r, '�� 459 1 PAS EO DEL S 0 L NA OF 6p,�\F R.C.E No. 20 Expires 2/31/2002 R.C.E No. 19744 Expires 9/��/�� TRACT 24185- 1 Sheet 4 of 12 SEE SHEET 8 . • 4e �r.Sr• 55. ;� o � 5 �. o F G' �s `A�• a -P'� o �P• o Q• +a � ,� lit. 7534• . � moi. o�` 4933• �.?,r o 78 eo 80 F G 26.01 71.29' •� O• 24.33' 63.95 4 ♦c� �. / 46.96' ,t` h V► 3.20 50.01' 10.74 60.30 60 �. �O ,n 39.46 60.02 •� -84"' 29.27' 30. 72 cr > AN aD O s = S •� o-71 9' 00 le Its '� k9 G ti h �' C�• "ts H.P. [/h�)4 4 `G' co s�'J`G .�, +I F • ,�(//���••� k�•�G• �_; 4• •�, 70 w 66 V / , ,� 65 N 6o , y ,� U") y .0)60F o •.o •� *� P.L. `��� �''� �' k°� O �• � Fv •l. w�. t �SO6 2146c 2146b O• 1983a 3' 19830 O� FF_55.3 13^ P-52.0 P-51 .0 � P-50.3 2146a OQI� 2146c pOH - • ss.80 ^ FF=52.50 • P 49.7 P=49.1 P 48.5 O FF=51 .50 FF=50.80 FF=50.20 [� FF=49.00 " 12' 8' S' 5' 5' 7 5' O 5 5' FF=49.fi0 5 5' O 7' S 3 • • Lao, 0 O 4 0 2!GF=52-00 X10• �GF=51.00 O 4 • 4 GF=9 GF=50.30 GF=49.70 GF-49.10 F GF=48.50 N 4 F 1 47. 4 FC2 0 cv k ►go bt � r• p M�" • K K i-- k is k K v- kbt rl- c� 00 6.05 a \ 60.00' 50.00" r 50-00' �'- 50.00 r T-1 N 50.00 50.00' o #j��5 .s R/W (TYP) .s B.W. (TYP) ,S: ,S 8 ,S;�6' ,s; 8 R/W ( ) W 4 W z2 S w � U o~ _ U Ob �� .�`Fc� oo S W �. 00 S W G o S W k1. O, �© S W k� C,• oo S W �b• C,' 'tea k ,�G• �, C' CURB FACE �` '<<' o g �• No �• '�• S yy W N� n0 NrC14 nN N� r I (NP) +"' +C+ Ui+ +N +N + f ciik 23 civ r�i° 24 N N 25 N 26 h 4 g Co. " PATERNO I STREET C� S �� • t6 I /`� �d �N /`� n N O �] O� mi N k, �N N �N + S W G• G• W S +`° �. G• + S W N �` O. W S 406 k�' G• +tO S W kltib G. W S + ti G` + S W W N �• N N �" N N �• N �" N o(J") b �• cy L �. F• -s 13 •S •S 113 N 1 60.00 � 58.48' 50.00 50.00 50.00 5 0 (J"i tp bet /K bd o. I AN a6 ,C :� "e•� e°��a os = n ao �� k�'�o' ao a� °° a; S tI N u� • 9 154- F,L �I�,- ..47-9 EIL.-1 GF�53.3 SQ•2 F_ GF=51 .3Q 5 � GF=50.30 48. � GF=49.4Q � jj-,48-9047.8 �•� GF=48.9111, F=48.80 p 5' •L5 5 D D p - 5 5' �" 4 5�• 17 4 a p A © o p O ' '5 O • Q 1750 of 8' -5s•S 19 I ©' 1750ar 5' 7' DF 83vr 1983c -56•�0 P=53.3 4' 1983b 1983ar 1750b [� P=48.9 2146ar FF153.80 P=51.3 P=50.3 P=49.4 C1 FF=49.40 P=48.9 P=48.8 !` FF=49.90 O- FF=49.40 FF-=49.30 3 FF=51.80 FF=50.80 � 4j Cal, AN Q D,� 20 10 0 20 40 ? ao �' h g +I - r o +I H o y, o +i +I Z� -+4 .+I o X � A o . GRAPHIC SCALE. 11"=20 S �, yA.0 2 4- � 2 5 ,,,� � o H.p Z �� ,o o r�� o o es y , . CL C21, a � 26 L 29 30 64. 15 �G 64.42 C• 55.00' �' '` � � �G LEGEND 3, 58-56' ,�o,oo' 50.00' 50-00 50.00' B.W. - BACK OF SIDEWALK ��' DF - DEEPENED FOOTING F.L. - FLOW LINE F.S. - FINISHED SURFACE -�- F.G. - FINISHED GRADE Q F.L FLOW LINE G.B. - GRADE BREAK GF - GARAGE FLOOR H.P. - HIGH POINT L.P. - LOW POINT 3 R/W - RIGHT--OF-WAY �i T.C. -- TOP OF CURB 0 T.W. - TOP OF WALL �b ,� -- BOUNDARY K ,�� DE PORTOLA ,� ,�� ROAD Al 1� c� 4 - LOT NUMBER Al o P=69.3 - PAD ELEVATION o FF-69.80 - FINISH FLOOR 0 (6 0 r-- z KEITH ,� . INTERNATIONAL 0 �orvLc• N • Lard Q O INC. L D 9 9 -�02 7 G R ' Fater Arao.anri Inland Ltmpirs Division 0 cw�t,� MMKW M L D 9 8-0 9 0 G R � rn CONSTRUCTION REC_'nRD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: P E S Designed By Drawn By Checked By - Drawing No. °' 2./99 LOTS 24-29, 66-71 BLDG. FOOTPRINT 3 A.B.I. R.D. J.R.W. RECOMMENDED BY: DATE: 3 CITY OF TDEPARTMENT OF PUBLIC WORKS 0 COf1t�'f.]CtOf �� Com' � .. Horizontal cr, Plans Prepared Under Supervision Of A. infer ACCEPTED BY: DATE: 3 PRECISE I o Inspector - SEE SHEET # 1"- 20' Nc. '� Date _. -3/1/99 RONALD J. PARKS 0 Date Vertical � Exp.12-31-9A � -GE RG A. F DEPUTY DIRECTOR OF PUBLIC WORKS FOR Completed __... _ `�,q � PAS EO DEL S 0 L - �- 45920 12/31/98 19744 9/30/01 TRACT 4185--- 1 Sheet 5 of 12 �` CALIF R.C.E No. Expires R.C.E No. Expires T 2 SEE SHEET 7 _ 0-2010 iw (o DF- k1 63.08 _ 05' CO �` c3` Ste? • 5k T.C. CIA, k9• s ti 41. rp Q i•� � p D' Z61.9 'J' `� 1� G. ,X. o ry G o F.L. ' . 0gF � y a.��, . 4612 -o h Allo T C . C> 6 A 62. 1 0 F �, 8• � �r L. �6 6 a� •� o o FF 6� Oh fo S9ry627 `0 roe`' 60.8 0160 12 '1 rn F C N.P Q •64 1,' r, -n CO ry s 5 Q 61.5 F'�' T 62.1 `� 'o IV " 2.4 O 6 'C• •CPO. � •. 1 •L. p- 0 �. �`S �j,'�' F.G. 6 2 3.2 � � � �o� 60.9 �. .0 2 y s3 0 DF o o o moi' �ti T C. 60.9 A. H.P, 62.7 o Q F '-�.`° �• k7. s ' �'• ° .5 •� F.L. �O� 5 Qs1.7 F.1.• 6 sem• L o P630 0 020, o v- a' 60 fi1.3 �G• (0� -6�5 p�. �'ss H.P. 60 �`, FF Q o'p N � ,o o. -LN-,6cc 5 F �' o, o �` �� 0 -^ 69 F. 59.87 - d A o o VL ` ..•�. C 6057 © 0 1S. co a, �'' 59.0 79 L. 5g 62.7 �� 0 �` L�3g. `N "o. �� G- j to gid, o, �' S •3 .yy P. L. 62• CP �' 61.09 41 •4 ,c, oI 10 �b 7 00 60.78 F p 6 � O• D A , (� 0 61.4 Gr, T.C. , iy��� ,� (+ ,�� ��ss�o � ,ti 2146 5 �' F.Sp �. 6� S 0F� l �ki°�•60 a+_ $9.87% ti�x1 ► s S s •�, ,�� �JQI 60> F.S. 0 S 0 20 FL. � cr � s c DF •7 55 J p LC) -65 .c 1 `'- 30' 61 �° 0� O 10• o �,�°`off �° o�s9 F.1-• ��. �k0. o �� 59. 15 9.12 � 2s 6,5• 61.01 • �� .�, �O' T.0 ti,��o 5 �• had° 39. X61.48 T.C. \6� '� ��' T.C• '`�• `sA �4• GF.6 F �.• 2• �" ��,,� y► 61.6 �� 6�� v F o �_, od•�h�� 7.28 F. 0F Aob A -Irk . S •<T.C. F.G. F.S. 58•6 6• ct. DW- bill! 0 �• 6F.S 3 -TI© 9' 5 •S• ° i� 00 57•a9 �` 0�0 9 s0 W \60 � ��.� N � A 0 20 ,\�° !� �O 5 ,"� o, SZ•g1 . °10 • o �` O 'o D 56.25 '�,� C. LO w 16 5 o �' 1� �o� 2.0 F.L. s 1 F. o. 6•� ,� C A��\ ,� u► �\. h . � `9� a, 8 L=4 .92' ° ro Vii' • � � [�• '� S G' :'`► p � GF=fi3.00 0 o S- 00�� .� cn v s ���`'� •,� o � G° !t• � ��OF F.G. s 0.0 4 O S 0.0 % O a) _; s'• o� Q 'cr GF=63.50 DF H' �( 61 0 2146cr "' �j �/ 40° 54.04 moo, 63.2 27§w �'� � 0�4' P=63.0 � v, '�,c�A S soo,, S°' �b �•G' N o � �G J` H P• FF-63.500 0 -n s' ry cv� V "Ch 62 b V1% 1983 �� �� 4 23 too N P=63.5 4,r� .5 T' O F. G o ry s g,4 0.0 ,5 FF:64.00 s?4 6�F�.' N P. 5 Q S� � off° �' N S s G ^ FC 1 Cr) 9'0 ,c` Qi' CI (mss W �• 4 16 p v FL. '� S4S �8s, A 3B W I ��d 59.7 69, ,o�� 9 0 °� C �L. �``�'' F• .'� F.G• Cr pF\`S j Q,, �,F-SS in o,'c• �' cod' Q• .� `� �S o s0tK 21 fo� ` N °�° Q , 57.4 >�. 20 10 0 20 40 `y Q V H.P. �y 9. CF_ '� S��' �� `O z• 57.0 53 3 GRAPHIC SCALE: 1"=20' c's F L S o 17 0 • _S6 0 0' O 52,2 F.L. a �s LEGEND ° �'5� r < •`� 19830 1 B.W. -- BACK OF SIDEWALK s�,�2, '�' O 22 °� p-S'3 00 DF -- DEEPENED FOOTING d� C -r`a,o x•46 FF'S3. F.L - FLOW LINE 'S •� " 80 14' F.S. --- FINISHED SURFACE '�' 92.32 c3` 55.Z 54'$ 3 F.G. - FINISHED GRADEr?,r• -� NP F �-• F.L -- FLOW LINE 58� •�' �4 s o G.B. - GRADE BREAK `�' F G• 76.12' �� 00 � -�, � Of GF - GARAGE FLOOR 56 5 °� 'r a- H.P. - HIGH POINT i F G• 52 6 L.P. - LOW POINT R - RIGHT-OF-WAY _ '� 6� rs, Sss .� F.�- i T.C. -- TOP OF CURB 'C` N0 .c ys �. ,� T.W. - TOP of WALL oo 0 q_ - BOUNDARY ° • �,• LOT 5 G• 'O 2,4 �� s F S o t•O rr 1983b - UNIT TYPE i P=69.3 - PAD ELEVATION KEITH ,, z FF=69.80 -- FINISH FLOOR INTERNATIONAL Q � o ° y INC. _ Inland Empire Division r'd" ee LD99 053GR o MW Owtim Am. swf° M M w° rWbg CI 000 (jos)no-OMW ao rn CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: R�L1 Designed By Drawn By Checked By Drawing No. o 1 Q B.I. R.D. J.R.W. RECOMMENDED BY: DATE: C�TY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS PO to 3/99 LOTS 14-23, 72-73 BLDG. FOOTPRINT Contractor ,`� civilHorizontal c., Plan Prepared Under Supervision Of A. �e.ce� 4ilud A „ � � ACCEPTED BY: DATE. � PRECISE GRADING PLANS Inspector SEE SHEET #1 1 = 20 No. 45920 Date s 9' RONALD J. PARKS - FOR Date Vertical irp•12-31-02 Q~ GEO GE . L ST DEPUTY DIRECTOR OF PUBLIC WORKS R � � Completed �q� � RAS EO DEL S O L - q� OPS,\F R.C.E No. 45920 Expires 12/31/2002 R.C.E No. 19744 Expires 9/30/01 TRACT 24185- 1 Sheet 6 of 12 93 59 92 CAMPANS 9, ?0 saw TC `�-- �, s ifAY •�' 16' '�' •� CO 'S 53•• t`�o �CO SO 44• �1 �~ tw 4x48.79' `s49.05' 14 14 w o . 48.76 ~ _ (!) UO r? � r �!�, 0 • L=4863' , - 875 68'0 L48.oL=48.71' vO ro i `2 CO ? -6 111)0i ' ro co W -;t Z 7 1%4 10 9 �. Oh• C�• S 6 , •° ' � o cn y � v`D 6 0V Ns y°p 1+ O � o o. 2146cr O % O� �. 0 65 D s 'O 7P�63.3 ro F�• 61 5' FF.63 80.0 DF •� CON 00 Ib 5' 1983c 0,p F�-' 61 6 �I'' GO 4'50 FF_fi 'D 6► S, DF 1983a 8 O •�• �,. p< rod v. 17 50 7 pF 50 P. O• 06.3 O FF_ 62.7 QF 1750 8, O.O. 0 0, 9, 1983 )r p 6 .g0 OHO• r n 4 Q 0 63'20 pw a 2146ar 1983br p dF p�65.3 0, FF.66 lJ J 6 62.2 F- 6,3.,3C)GF-63 30 O'S��C ) 5, FF; 62.5 6, P=62.3 P=63.3 FF=65.80 0- 62'3 F•L. GF,63.00 Q 0 p 63.00 0 2148c r � 5 •`'' w o1• ' � ,50 Lr FF-62.80yFF= . , 69 p=64,3 5 rn a• GF p�3; C 00 O• M O . 6. 61 O O 6° FpSg2.7p Ns1 Q 5 UD 1.6 5 p 5 LW1J o s 1 Op � °�' �° • GF=62.50 •S F;L � 62• ���0. 6 30 F�• GF=65.30 ,rS•65 `' ,���. 61.4 F.L. 1.2 F.L. �`�O• GF=E3.30 33 FLp GF-64 �� 6_ . F. 3 °' •a, � . °�o F . 0° � � GF=62.30 62.3 F• 3 F• s � `° •S o rn tt v �0 61.3 F.L 3 �' � 00 ? --� �S4,47" 06 0' 60 F�• .c��> o� �O d,1 0 �O ��p � .s 7 v° N ago,47 O , a.'47• S 6 •s � g4.47 5 ,3 n •T � � •�, �9S IN � S .47 .47' L=54.47 �` 61•s O �b'1 O Cf'j r+ •s p F O �, •4� \,� 1 r •� pc9 �N R �S S � ( S B.W. 6� S SASS $D 0 LA a) C[ � �r ARr 'C� �N$ S • 6 N 6� + . •s8 w S -.4 - w �'' S + ���'f W s r •��' W s °'p •�' ET f T •S• 61.62 �., cr cuRe F�cE ;,,`�' o S o 14 r-• Cn N m 16 T.C. N r u (TYP) t� pry r M H r 0 LINE �� 3.7�o -11 r 6 CURB FACE S4) N o �+ 0 2 13 S E C' S E ET 6 63 �• `f' `7.9% 41O�• N TC •� N C ( /W (TYP) %,, h' S � n � 108.36. 20 10 0 20 40 oL=40-02' L--c44.60, O GRAPHIC SCALE: 1"=20' U '��� �. 5 6 o Fc o, s� r� [=123. 19 6 49.0 56 18. V 6J AlS, 36, � � ^ 59.90 r ^ LEGEND 6� '`� '� ': I T.C. S.W. - BACK OF SIDEWALK PATERNO DF - DEEPENED FOOTING F.L - FLOW LINECP F.S. -- FINISHED SURFACE F.G. - FINISHED GRADE n a F.L - FLOW LINE SEE SHEET 6 SEE SHEET 8 Cr0 G.B. - GRADE BREAK In, GF - GARAGE FLOOR r H.P. - HIGH POINT 3 LP. - LOW POINT R/W - RIGHT-OF-WAY T.C. - TOP OF CURB T.W. - TOP OF WALL o - BOUNDARY 1983b - UNIT TYPE z P=69.3 - PAD ELEVATION KEITH ; - FF-69.80 - FINISH FLOOR INTERNATIONAL 9r ' INC. �itir"W.,ft REViSIONQ Inland Empire Division • Cwturw s , LD99-086GR MW ate. Am. swr.SM. Anwo MATS cn SAM (W)«E-ops. c) CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Q�ESS/ Designed By Drawn By Checked By Drawing No. SCALECITY ' i RECOMMENDED BY: DATE. DEPA-.TMENT OF PUBLIC WORKS 5/99 LOTS 7-13 BLDG. FOOTPRINT 1 &�7 ��] A.B.I. R.D. J.R.W. n Contractor Horizontal A - P ns Prepared Under Supervision of � PRECISE GRADING PLANS W e7 '+ ACCEPTED BY: DATE: T o Inspector SEE SHEET #1 1 20 No. 45920 11 pate e. /l � RONALD J. PARKS FOR DateVertical Ezp'12- -� �Q GEr . NFE DEPUTY DIRECTOR OF PUBLIC WORKSq �'ASEO DEL SOL . Completed _.. Expires 12/31/2002 19744 9/30/01 TRACT 24185- '. sheet 7 0f 2 �/► �' CA�.�� R.C.E No. 45920 R.C.E No. Expires SEE SHEET 12 LL Dc 68.95 T.C. v 6$•1 00 moo,• q7° 68.95 4/ 0, / o v�, �.G• cla b ,���- �c� 0� �• 4P0? S 50.00 S 55.50' cb, 10I b hk 109 0 108 01.90 H 0.0' '� T'C• Z y'O '�' DF 0 '^Q cod• 0.2 66 0O DF":5 " A.C. /� 8g ted'' � 2146c 2146 b r � 10 66.1P=53.5 P=51 .2 ° � �C/ T.0• ° FF=51 .70 p 5' o'o� FF=54.00 5' 10150 ro5.5 At F-S• s 9 65 41 _ o p � O 4. $ or o OAC 0 GF=51.: 0.20 65? ° �Jl r _ .20 0 50-.2- DIF �`� 5� Gw S l�► 2.5 F.L. 5� FL. �v�° ,g 64• row U- _ 0 6157-0 ZO ~ o NL=69.54' 00'> ry600 50.Z O9v 755.50 O U Q 6�.20 ^� O `L r h 1 7OK Ilk 11K -,S 6s 104j• ryo05 0 J J •� °) 4.19 (�P) Fqc£ v o h '�G '"7 0 �' �,• G• S W�` G• O W S a W � ^'�► O .wry o 2 6N o N `r' �QD +" C%4 +N STREET' 23 "�- 24 "� W 44 ".� !. 1 0 ° e N S 4 J 63• `(/ 983 '0 S ry C�sry (r),P) W a`Do cS v o v o v© o to E,>0 O•F c ' [ o, 2 38 6 ,�G + � �W S W 0 0 6� QD N �h ,� ,� N co 0 0 N V / / 66.3 o F� po N - r� '� + ° S �j' �'1 - cd S n cD S O 4j co •SO 'o. 0 66 ,�G- N W h ,t. h G• W �'� G• n W cv �6 F L. '" o o Op �° R/W (7,P) 91 '�• " '�• " - Q' -n d 0 9• 5 O e2 Fr J O •-�s 38 r r o� Gk\° L2 8.08 80.0060.00'W 60 a . 0 066 0 o 0� 0 W '" W / W•P• F� 6S er 6 •J' d' © ' j •J' ' nj N J' S� O 07 •��, r: c6 O .J F.L. N `!� '- Cf) _6660 0 0' 62.9 4 9.8 F.L. 0 GF` F .L. 52.3 63.08 6s 1 .5' o s 1 5p •L. 55.3 F.L. 55 d 2 F�. GF=50.80 �•G• �0 .0y GF=59.00 GF=53.30 F.L. O 10 G• � 9 S.0• )> o- 1 .8' 10- ' O 7.9 F.L. GF=56.30 O p 52.2 10.0' �,c��p. F - k 65 A�SOcr 0 0 0`01 C pC'% 0. 0 O '�� kA.P 6 5.3 F _ 64.0 12� F 11. 0 F.L. 64.80 5.0' p�110, ?�,2. •sem, ��' 10 1983br 9.6' 1983 j ry PP` 61.5 5.0, 2146ar 10 . 1983ar 5.0 2146c P=5C \ Zo � 63. P�62 0P=59.0P=53.3 - �° Q o b. \'`•P'63.3 0 FF-59.50 5.0' P=56.3 FF=53.80 FF-51 T I� FF=56.80 -0 0 7%56 S � 62• 6,F cv �Q 6p$ S S) 6 S� •�. Cy• �• c�.�S s¢• s8��. ^A .o o F�' o .�, �' Q .�$.5 FL. �' F�-• '��• ��'6�.• -� 20 10 0 20 40 �� 4'S r 65 7 8 o F n-• o 50•`' 3 co [7 �/ F G o � o0 6 c0 4,3 75.34 h 7 7 0 � Q• P• o �-_ GRAPHIC SCALE: 1"=20' 49�3rCO 78 �, Ln 79 80 2601• 71.29, �v• o � �• 61 .3 'c S) ^3LEGEND 24.33' 63.95' % H.P. 46.96' 320 50.01' 10.74' so 30' �� h �• �` `� �'�- G B.W. --- BACK OF SIDEWALK s 39 46 60.02' c DF - DEEPENED FOOTING lop6• G) 20.84' 60.00' F.L. - FLOW LINE >s .0 '��` 72 fro 30.75' 19.26' F.S. - FINISHED SURFACE 29.27' ��por w� h ��• ��? F.G. FINISHED GRADE .s F.L. - FLOW LINE G1 IIIIIIIIINIIIII/p O S � -- O 1rj G.B. _ GRADE BREAK GF GARAGE FLOOR 0 59.3 a �' D 59.0 �j ��'• �q Oo� O• Seo `SOS q$ cy N �� ��ell 'n `9 H.P. -- HIGH POINT -nl r-, _ . _ •C,� h �. . tF .. �` i i , c,• 9 . r*• h 9 _ D� , G• .n S G� L.P. - LOW POINT rn R/W - RIGHT-OF---WAY -a T.C. - TOP OF CURB o0 SEE SHEET 5 T.W. - TOP OF WALL � BOUNDARY SEE SHEET 6 1983b - UNIT TYPE P=69.3 - PAD ELEVATION FF=69.80 - FINISH FLOOR o 0 Q6 0 z The Keith Companies Inland Empire Division Q LD 9 9-2 2 6 G R 22890 cactus Aw m -SA& .300 Nam Vaft, rA 92553-9024 (909) 03-02.34 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: QESS� Designed By Drawn By Checked By ! Drawing No. RECOMMENDED BY: DATE. is era CITY OF TDEPARTMENT OF PUBLIC WORKS 11/99 LOTS 74-80 BLDG. FOOTPRINT 1 •r/ G' Civil A.B.I. D.H. J.R.W. �`� Contractor `v Horizontal '` P ans Prepared Under Supervision Of -o „ `'�� �- �� ACCEPTED BY: DATE: °o PRECISE G RAD I N G P LAN S SEE SHEET 1 1 = 20 No. 45920 Date RONALD J. PARKS FOR R Date Inspector � � Z,/Z-6DEPUTY DIRECTOR OF PUBLIC WORKS r 12-31-0� Completed Vertical \� GEORG A. VPASEO DEL SOL R.C.E No. 45920 Expires 12/31/02 R.C.E No. 19744 Expires 9/30/01 TRACT 24185- 1 Sheet 8 of 1 2 50.90 LOT 111 50.00 55.50' 50.00' 50.00' 50.00' S S 50.00 ro 50. 6 q GO lb50-00, G' Ifo G' -c h�*<l •c h �G. � -�()- F ��- F - °� �`'- 102 109 - 108 0 107 - 106 Q�� - y 105 104 0 103 p �• �• 9 ^ goo S �G� S�6 �9 7b�, '� E �1 rD ,n •S �6 ,� 6 6 4S ��` . 44.6 N ti� ?S F�'" '��• X96 •S •�• F�-. '� F�'• '�• ,c- "S F� o. 1983br 1983a 0�4" �' 2146c 2146br 2146c Q P=49.2 _ 1750c P=50.2 P 48'2 P=46.2 O o P=51.2 O FF=49.70 p o 2146br P 2146cr P=53.5 o O •o, o•� FF=48.70 FF-4fi.70 °OAC O.O. ° , , FF-51 .70 moo, o• FF=50.70 O P=47.2 9 o• - , 5' P=45.2 5 o-o�c FF=54.00 5 1 5 5 O 5 7 5 5 7 5 5 5 O 5 FF=47.70 p % FF=45.70 $ o 0 0�,�0, ,�o $ o 0 Mill J6 �• 4 0 0 oma`moo, o 1' o' 7Q) 4o•��'0 �GF=46.20- GF=53.20 o v0 GF•=51 .20 ° 48. 1 GF=49.20 --48.20 L7 GIF 40 44• 13 GF=45.2 � GF=50.20 a FL 4 �• F.L• 0 2 4 F.L• 0 1 F F.L. 49 1 F.L• 48.2 F.L. 47.2 F.L. F[, 46.2 F.L. 45.1 F' 44.2 F.L. 2.5 F.L. 5 •L. 49.2 F.L. 5.2 F.L. h Vol X90 r cr) r ���, �6'990 N oN �co°�. •�`X99IN 0 r� ao ��' s A 0 N r •S .-- �.. •S N 7 .- r 0 v N 67.88' ' `�1 'r` °D N 50.00' 55.50 r 0. 80.00' 0 50.00' 50.D r 0.00' 50.00 11 O r 48 6 46 6 44 6 r----- o FS B.W. (TYP) F 5• FS R/W (TYP) F�. FS S. .r3 �°� o r•3 h *3 p'1� rod *3 h:� �' ^�:5 -j �' Al K) Ik �o no no o S G. Zo m o S W .�G• v W S ,,y S W ,`�,. W S r- ,�G• S W ,�G• W S 3o v W S 03 cy win o t�n a ,��'• r.;� rn n N CURB FACE �• n N KiW)(6`6 N to`° (TYP) +N `°`° +N W + N N CJ r 24 N N 25 Ul)(N 26 26 N 27 N, 3 3 �3 83 3 3 -j3 W BONITA MESA �, STREET N (° O p o�n M� 0 L ro o"' o� '�lc� nU r�• �• 1� �� v �� rr cD Q� �c0 �� eco �b 1N . " rn16 1 N rnN ,�. ��`• S W ��• S W N �� + S W ��• W S + �`�• + S W ��• W S + + S W ��' W S +~ + V J 13 98' 60.00' o 6 .00' 82.0 52.DD' 52.00' 52.68' 52.00' 00 GO 14 C4 '� `� °° -`!' 3` °' n ' N '�!` T- ao T- S� 1� o o N n `�'� �hh •N T- v ��� o o N o r ,r V- r 2* N r 7.8 F.L. T- !_`?'N r r- - r n F.L. � `C V J 55.3 F.L. 2.3 F.L. 9 8 .L 5. F,L. cv F � 49.7 F.L. 47.7 Z F = 0 48.7 F.L. 48.8 F.L. F-48.80 a 46.7 F.L. 46.8 F.L. 7 F 44.8 F.L. 5. 43.8 f GF-50.80 1 O. + O � O • D GF=49;80 5' 5' Op' - 5' GFo--46.80 7.7 44 GF=45. 0 FOL a 9 _ 1 1 .� Q. 10.0 .� O, 10.0 7.0 �p '`� O. 7.0 7.0' � GF 47.80 O.r,O, 7.0' FL. O O � O. O L0• 00 00 9 DF 0.00 p• f 1750 1750 1983br 2146a 1983br DF 1983br �F L_L_J P=56.3 P=50.8 P=48.8 1983c LL = P=53.3 P=49.8 P-47.8 P=46.8 2146a FF 56.80 FF-53.80 FF=51 .30 FF-50.30 FF=49.30 FF 47.30 P-45.8 F FF=48.30 S ¢ FF=46.30 Wo 5 F�. F` ��,• �-• �, 1 �r1• .L. k F�. �j 79 � y.,4 •s ^ � Cn 80 81 82 84 �^ 83 85 4 s, � % .-. 86 39.46 60.02 F F 52.01' k�F G. `C G• 60.00' 52.AD' , 20.84• 29.27' S2.D4 52.69' 52.00' F 30 75' 19.26' 40.74' 9.26' 42.74' 7.26' 44.75' 5.27' 46.77' 3.26' 49.43' 48.61' 9' O � ,5 - � ,� k �• 62 60 59 58 << Go' -H 63 66 1� 65 I 4� e 10 ++ �., �., -H +, o to toN � CV in ^ U-) �� a, � bc� Q • '� v A A 0 SEE SHEET 4 3 0 O O O cD O Z The Keith Companies! ® N Inland Empire Division L D 9 9--- 19 4 G R ,,o., Sh X0 � �►, CA -M4 (MV) W-023 LD 9 8--0 9 0 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By Checked By SOFDrawing No. N FOOTPRINT A.B.I. D.H. J.R.W. RECOMMENDED BY: DATE. CITY DEPARTMENT OF PUBLIC WORKS o 9/99 LOTS 81-86, 104 109 BLDG 00 Civil Contractor Horizontal � � Plans Prepared Under Supervision 0f -� �• s �? PRECISE GRADING PLANS Inspector SEE SHEET 1 1"= 20' No. 45920 3i 9' ACCEPTED �� RONALD J. PARKS DATE: 0 * 12-31-02 Date - - DEPUTY DIRECTOR OF PUBLIC WORKS FO R Date vertical Q. GEOR A. F Y Completed .� PAS E 0 DEL S O L R.C.E No. Expires TRACT 24185-- 1 Sheet 9 of 1 2 CA��F R.C.E No. 45920 Expires 12/31 02 19744 9/30/01 r ee, 177 .. , 46.23' 66.44 p���G. NN F G. Scop. g6 8p 0 N ,� ' q r> M bc�' Q ' C .^ I U1 o "yy S F • So .. Q• 40.7 p0 O00ol 1 46 ? 0 4 .G• 50.000 3a ,,� r- 1.2 4. VL 6 f. VL 5 1 60 • ` 46• P Nb ro 150.90.0 39'96 Ca' Q• " 2 441.4 0 O F•�-• �, �3` 10 F G. 15 41.40' ��` k• P g0 3•z o • ,�5 99 0 .41 Z 41.3 146dr 4. FF w 17 ` 10 °` �` °o. �; F.L. SO 45•g • 0 2 a cv 2 30 F P,'47 .L• �� h" 10 0 � FF-4 " .3 Ff'-47 2 F ��' Q $' + 10 , cr r--j� Q. p .b0 •70 .n •s 44 5 0 cr �' re �" K' .i '� O � o• 41403 '� 0 + ;w �` 6o �, OF o.� 1715 A Yrr 4�•5 NIlk 44� O o _41.80 40. O• �' 2 �� ?• °Cb '4• Q �ti• 11. � 105.54 JON. F o, 4 �oF FF-4 6 0,�;o- �` s �'`• �,. 'x o FF ,k 40.7 F N s•70 O� •� 6 -�•- q' �2 o v 5 •L. O 41.6 4�S Oj F�'• F 4 0 ! •� p,��'o. S S 214sc F` S F�,• F�. 1 gg3b 'off •S •S. r 2 � � 10 0 o 0' �° •L cF� O O FF. 4s•2 P 42•�0 N o Ar. 00 0647 1 F�'• + S W Soo �y 46 20 Q O F 45.70 21465 11 5 2146a o� FF a GF � 6.52 N n P=43.2 1.�3 •L. a� �o f F. 44 r D =44, 0 1 31r M� 4 5.20 ti 41.1 !, 3 �o Q J o S Q4p• .�� 4.2 F; O�'ok o' F_42•2.0 �''' F.S. S �r w �v 44 •,s 9�y Cr.-,%4 �, Q G.2 F•�• ory' � S Sp 3 •20. 4 O' 4 P.V. 2 F 3. 1 GF=43.20 p Og' 42.2 F.L. 42'1 � L�11• l: s''� Co C�7 CV G' 27 W S ,� r- �=71.08' 1-.S of 39.7 �� ,t:sg o S w 3 ,�,ti •s w ,� M 0). d, •s $ 0Njto r 4� r � ^ ry �G FS ' 0 0 40.4 h0 IJK ��,, • V T� s266, �,� ^N o N '` �,' a Q S W F L. � '� ^+o N CV 28 + 29� N � (� 5' O S�pp, w ' U�3 N h S W �`° _47 0 0 0 �� X98 4 .�, w $$ o STR UT •�. 40.E F.L. 0.0 P"�`1. 913 0. 5 1• •n O' G 1 . �v - �► n F5N h ry 2•a .�G•W S �� CO �N 1b S '�- � X0.08 0 DF FF V I 4 Q '�� 44 �` ry• �° _ � N 47.04 �+ � 41' 6- 1.1500 00001< 40. A- _41 175 p ^ a ^47 p S 39 .S. w �p _42 3° 0 4 P .t�2�° 40.8 * 0 �O 5 43, .� 4 -� c0. 3,9 GF o '1 FF P46.8 7'�' '+ ° �� � 'P =4 . 4 L=47.04 j j � � � S 5 O F L. W VIIII 47 3 p 44.80 �►�• rn �• UD -n '� 4�•1 41 OF �� 6' � Opp, F .-- .- ._ ,- as ccTi .n > 41. 42.10 ;c, .�• Q Cn g 1760 �'� 42.7 F.L. 4 •8 41.9 F• •s �'� 4 0 • G�_ o pOH or 41. 1 �,, �. 46.1 F 45 8 8'_ GF=43.8,0 GF=43.00 41• F. 41 GF ryp gip, o. o P-42.3 P. 5 - O O O•p� 5 5 42•$° `� yq s ary. O' ► I .5 x15 0 1983or 0,�;gyp. O 5' S' pao. • 1 0 o FF �' 44.61 O' �.P• ., P�IL 8 O .� 4 e•_ of o •4' O o `o �•� s 'C PF145 3 O• 0 0' 0 • DF 146bf w N 0 �F o 2 42.1 41• o 20-1711 a10 0 20 40 F.L• 2146c 2146a.5 P y42.60 F, "? o^' .� 45.5 p=43.8 1983cr p�42 FF L. �� �1 GRAPHIC SCALE. 1"=20' S •P P=43.0 -43 00 �•� t'' 9 H•P• •� FF=44.30 FF_ cv 44.1 FF-43.50 Q. e O q a •Z-• 9 ` LEGEND �? 44.5 \r' F 86 - BACK OF SIDEWALK G. ,� A` -� •� A) 8 ^'> 4 DF - DEEPENED FOOTING l �A-. �. FL• -� 62.x'1 F.L. - FLOW LINE ,s• L � 1• '� q• + F.S. - FINISHED SURFACE 2po' � % 1`• s� F.G. - FINISHED GRADE A& "1 °'• `�' `$ 91 -4 Cti 'r� F.L. - FLOW LINE eek 50 46$ � • + ,-. .� `�` G.B. - GRADE BREAK F G' F,G• �•-o s p -40 O GF -- GARAGE FLOOR .3 �• �8 1* H.P. - HIGH POINT s, 0 � 4,5' ?� F� 9 `J 7 �"a(?r�- 62.4 'S �".' L.P. - LOW POINT Sg 24 89 �` 46 'S R/w RIGHT--OF-WAY Ptk�F G• 11.88- 62 $ �' Ca' 54.30 35.0 T.C. - TOP OF CURB o N ? 3s sem' r2 eek• G• 41 17, 8.13 3 T.W. - TOP OF WALL `n "-` F 62' 46.35' O F.G. 2. 1 - BOUNDARY 3 S a � '� ,2 .�S• 62.23 �• � Ir 1r4 / G' 23.43' 38.80' 15.82' �c 'ca'. "7)'• " - ,�T p .� NP. "f1 �j 1983b � I TYPE o •� 6 `�' E7 �`;c �` ;F P=69.3 -- PAD ELEVATION 43 •�. 43 5 h '� .�, �1 �, To �� z J ° 983c 9� FF=69.80 - FINISH FLOOR 6 ,� N52 5 •n q- ._ .,o .� =32.8 3 •� rL 5 " C 'G? 5 3 a. �} to 9 P o k Q• m 54 -4 - IcNv �� FF X33.30 0 0 0 0 SEE SHEET 3 SEE SHEET 2 z The Keith Companies N Inland Empire Division A LD 9 9- 131 GR ?SPO 0wW Awrw�, SWb M O Mss Y66y, 04 MW-9024 (W) SW-OM rn rn CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By Checked By Drawing No. 7/99 LOTS 87-92 98-103 BLDG. FOOTPRINT 1 A.B.I. D.H. J.R.W. RECOMMENDED BY: DATE: B CITY OF T DEPAEt T Mt �►F PUBLIC WORKS M Contractor � �� Cl�ll o Horizontal c., _'� Plans Prepared Under Supervision Of 0 „ A. 1i°� 0/5/* ACCEPTED BY: DATE: 99 PRECISE GRADING PLANS • SEE SHEET 1 1 = 20 No. 45920 RONALD J. PARKS�nspeetor _ Date1111 16114 FOR L- ix GEOR LE EY DEPUTY o1REGTOR orr Pu&L.I& woRKs PASEO DEL SOL Date vertical �P "' GII Completed `�,9 � hc' �F 45920 12 31 02 Sheet 1 0 of 1 2 Qr CAI. R.C.E No. Expires / / R.C.E No. 19744 Expires 9/30/01 TRACT 24185- 1 v 568 66;44' Ca' 4" 97 k Ca `e� w F G ,A � q5 eq 96 (Po � � � oma, 99 � � " 40 �+ N 4 4'.4 1 w ~ ���Q• FL. F. N � �%` 2146ar Qo 21461.4 61't p=41.8 �'� opt p_4 0 FF=42.30 5 5' FF-41.9 FF_42.50 O•o� Opp o� 1750 0 4. 6 �` o `tip •3 F. 4 P=42.2 GFw41.80 o•GF=41.40 f 5, O FF=42.70 �� 0 4� F O 40.4 F ooh F L• C).8 F• %K Ar e 9 >st 1 r L=105.54' 3 O 0 cp"7o'• L�47 g F w � O 4�• F,L. �o V-36'SZ 5• •S. W. ( ) R/w ( j o •� 41. F.L. ry� 3• h �,QD S W (D N <11 �- W S O' A-,*. N CN ��c� o L 1. W ca o ' T r 31 .,w • •- a++ 0 > 4& A,* sW 3 �� ^� �. � � Sw h I'D CJ rjQ f- �°' �-O•' 39.7 L '71-09" G. 'C W S W a [�6 W ' ° P OR •sV0, 9\019? S h� � -44.57 � � � � � S 3rr` � -��� 2 txo• G• W �' ^h o 4 4 . 3 ,.•J,'�� s '`• :0 V) ""°��C-). 40.8 X41.40 G V 1 G� '�� F 40.40 a •� -47 a GF r 41 ,80 Q0 55' Q o• L=47.04 -n 0. p O 40.7 F.L. co cn sod' o��` •� X34 88 0 O 41.3 41• 0. O 0.0' OF 9g30r 12• DF C � .S, �y DF 1 4 W 41.1 F.L. P�41 • 2146cr r n 41.0F• 2a. FF-41.90 P=40.4 �J J 02 y 1-7500 FF=40.90 At r , Dig` 0' 1 , I p= 5 p �9, � o�� FF=42.30 . 0 29' of 40 �� 9 U 1-750 42.3 •� 'S°���,• � Qi 1750 FF-42•$0 Opp F w w 1 M d0' P=42.1 L• "� � (0 k� Q 9 , *0 �Q• w~hr 0 30, FF=42.60 pXXGO o, 95 0' 20' 20' 1 1 F 9 k ��• 42.4 41 S Ilk (T1 L. c 44.61to s o �' �• 6666• � � 20 10 0 20 40 % .3.o�-r- ��'• Q• . `�" 71' 32' �� g2 47��1$Q. 54.99 A �O r3 GRAPHIC SCALE: 1"=20' TC I 91 QN 62.47 C I A con LEGEND �, ,��� v 3 ��� G� � ry• �" 49 vi- FG• � 40 62.43 B.W. - BACK OF SIDEWALK F • ' "� 4' ''� ,�, •A DF DEEPENED FOOTING - SD •G' F.L FLOW LINE 8. 13 54.30 .. w ��' 4 F.S. FINISHED SURFACE p Nt 3 F.G. - FINISHED GRADE h' O' 50 ot i RL - FLOW LINE �` N off` ��� 3�0 2y ?� o G.B. -- GRADE BREAK '� ��� 35.0 `' 1 'S �y. •"° '� F<. .. �� '�� 0 GF - GARAGE FLOOR r" � H.P. HIGH POINT CL � � L.P. - LOW POINT 3 R/WV - RIGHT--OF-WAY T.C. - TOP OF CURB SEESHEET20 T.W. -- TOP OF WALL o - BOUNDARY Mo 0 1983b - UNIT TYPE P=69.3 - PAD ELEVATION KEITH Z FF-69.80 - FINISH FLOOR INTERNATIONAL o INC. coco Inland Lmpire Division Ir"a'' Jbwwr'sR E v s I O N Q 'n • Nitwag ft"Wwr sane ft"w..W, -%ft a.., ,b.M ..NM r. air, (�.)ess-sar. LD99-085GR v� rn CONSTRUCTION RECORD DATE BY REVISIONS DATE 1ACC'D BENCH MARK SCALE SEAL: Q FESS/ Designed By Drawn By Checked By Drawing No. 5Z99 LOTS 93-97 BLDG. FOOTPRINT .I RECOMMENDED BY: DATE: t9 Contractor �� A•B D.H. J.R.W. CITE' OF TEMECULA DEPARTMENT OF PUBLIC WORKS QD Horizontal A. Ions Prepared Under Supervision Of O v � DATE. �� PRECISE GRADING PLANS Inspector SEE SHEET 1 1"= 2 0' No. 45920 � ACCEPTED BY: Date Lzp.12-31-00� Date AA! RONALD J. PARKS C Completed vertical �, GE ENF Y DEPUTY DIRECTOR OF PUBLIC WORKS FORa PASEO DEL SOL - q CP�.�F R.C.E No. 45920 Expires 12/31/2002 30 01 P Ft.C.E No. 19744 Expires 9/ / TRACT 24185- 1 Sheet 11 of 12 a� 90 a9 88 '� �c `�s N '� � ��, CAMPANULA �� '' `�s T •c 8s� 5o.52 r C w 2:1 SLOPE x`48 75' LUT 118 L=62.51' L 48.7g' L-55.63' 5 > - 3.30 L-54. 19' � ---- '�S 66 G. 6 c �, c EXISTING RET N '1 • "5 WALL AINING 6` ro �' TO REMAIN 1%& 4r N r ti ~' 1V co o y X60 �= Ln W w 6-1 � II ro 66• s6,, o E I 983ar .2' 5.0' �' °p MODEL SITE o �Q. W 65.3 MOD � EL SITE W 1883br ^ 6.4' S. FF=72.00 P5 .<=65.80 P=66.3 1 750a MODEL SITE 750c c 'o. P=6o p=71.5 6.0' 73. 8FF-66. o 73 =72 C/I FF=67.80 'o. P=69.3 FF=73.. 4.30 5 FF=69.80 GFS 65 ,30 0' F L• p F �' p. F �.- p 10.0' 415.7' I 01 Ro p GFS73.804. F-L GF=66.30 66• `O 61 65.3 F.L GF=67.300 0 0 0) T `-' -� 66.3 F.L. 3 03 an ry (y) o Ln S S o o boN :_1o , =54.47 0 J '01L-20.23' L=29.45' L=47.72' 0\4 o 0 L=59.45 L=60.38' C� R/W (TYP) o > F S S B.W. '(TYP) sus •,9 w F - 0)Cn 6' 6' O / u►o J, sX60q00 T o .O D o �, -.+ o n U '[? W S S W CURB FACE - •� `s - .O •(r S , - .SASSAPI - (TYP) U '" c U jc" 16 14 � F �� �r 11111,11,111111 16, ON �� 20 10 0 20 40 6' � W s GRAPHIC SCALE: 1"=20' MUNI MATCH s� �, -moo ��;9s LINA o .o . • SEE SHEET 8 - _ LEGEND 108 I 3s' 1 d6, � 29.54' B.W. – BACK OF SIDEWALK 1°� DF _ DEEPENED FOOTING 68 5nt'o >' 3r 0• X88 �> F.L. FLOW LINE �. 0 io -C, �' F.S. – FINISHED SURFACE F.G. – FINISHED GRADE ss2 F.L. FLOW LINE r.► T R . G.B. RADE BREAK GF - GARAGE FLOOR BONITA MESA S R E H.P. – HIGH POINT L.P. – LOW POINT R/1N – RIGHT–OF–WAY T.C. – TOP OF CURB T.W. – TOP OF WALL C7) BOUNDARY3.1 E SHEET 8 N 1983b – UNIT TYPE o P=69.3 – PAD ELEVATION FF=69.80 – FINISH FLOOR 0 0 0 0 0 0 z The Keith Companies TKC 0 rri n u� Inland Empire Division � LD�9—2 2 6 G R 22990 Cw-M*a" SA# aan Um m VW@y, CSI 92553--9024 (909) 03-02.34 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Q ESS/ Designed By Drawn By Checked By ` Drawing No. 11/99 L.D. LOTS 1, 5 AND 6 BUILDING FOOTPRINT 1 �. A.B.I. D.H. Q.R.W. RECOMMENDED BY: DATE- CITY OF TDEPARTMENT OF PUBLIC WORKS v Contractor �� civil U, Pla s Prepared Under Supervision Ofoo corse w Lenfestey ACCEPTED BY: DATE: PRECISE GRADING PLANS _o Inspector SEE SHEET #1 1~= 20' No. 45920Date Z Z RONALD J. PARKS I`0 R Date Vertical 1#12-31-02 GE RG A. L S Y DEPUTY DIRECTOR OF PUBLIC WORKS Completed �q I PAS EO DEL SOL ` OF CJO� R.C.E No. 45920 Expires 12/31/02 R.C.E No. 19744 Expires 9/30/01 TRACT 24185- 1 Sheet 12 of 12