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HomeMy WebLinkAboutLot 26-46,57-75 PreciseGrading LEGEND Won PROJECT SITE B E EIIv.�� TOP OF CURB 0000.00 P- T.C. r ,�l? FLOW LINE F.L. � —�: \ — P1 E C I S E IG HIGH POINT H.P. e rn ern. 11111111111111111 ADINCI PLAN A s• A C s• s• C � D D FINISHED GRADE F.G. MIN IOrED MIN MIN ICED MIN FINISHED SURFACE F.S. I t t— W t; GARAGE FLOOR GF 0000.0 = i i 7 z PAD ELEVATION PE 0000,0 93 PA1ldA FINISHED FLOOR FF 0000.0 - PROJECT !P1 WATER SERVICE X49 SITE CA SEWER SERVICE S AIR RELEASE VALVE lQ�, TYPICAL SIDE YARD DRAINAGE FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 1 ( CORNER MEASURED PERPENDICULAR TO THE PROPERTY INE. 2 rJ��l DRIVEWAY 74 \ STREET LIGHT O-� 12' MIN. P/L 8' MIN. BLDG. PDD \ HVY, ]9 SLOPE III ABOVE PAD 5' MIN, 3' MIN, ELEV. / 5 10 so WG0 1 VICINITY EXTRA DEPTH FO❑TING COMPACTED 5 MAP BERM 6' MIN, � 55 INDICATES AMOUNT OF O 4 � 53 � EXTRA DEPTH FO❑TING ►: 51 NOT TO SCALE 1 47 r ACCESS RAMP 211 MAX. 12' MIN2%. IN. 50� 49 � 16 � GRADING NOTES 2% MIN, 21% AX. � 25 LOT NUMBER ❑x SECTION A — A 24 1, ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, INDICATES MODEL FOR SIDE YARD SLOPES GREATER NTp AS AMENDED BY ORDINANCE 457. THAN 5' IN VERTICAL HEIGHT 2. MINIMUM BUILDING PAD AN RA D DRAINAGE SWALE SLOPE SHALL BE = 1/.. 4 UNIT TYPE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE B 12' MIN, ABOVE PAD ELEV. CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. INDICATES ELEVATION 3. MAXIMUM CUT OR FILL SLOPES = 211. ROUND OFF TOP 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ti THIS LOT REQUIRES A BACKWATER VALVE P/L R=10' FILL SLOPES OVER 5' HIGH.NpE�,, Q PER SECT. 409 OF U.P.C. PER APPROVED 5' 775. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT WATER AND SEWER PLANS. ( SEE INDEX MAP ) R'S SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS W= VARIES OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SECTION B B ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH — �p GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FOR REAR YARD SLOPES GREATER Q ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, THAN 5' IN VERTICAL HEIGHT TYPICAL OFFSET DRIVEWAY DETAIL GRADE, ELEVATION AND L❑CATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG NOT T❑ SCALE TOP OF CUT SLOPES. 6' MIN, MIN. 3 x 3 CONC. 5' MIN. P/L 5' MIN. INDEX MAP B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 3' MIN. 1' 1' 3' MIN. STOOP ONE FOOT, MUDSILL MIN. MIN, MUDSILL9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 3' x 3' A. SCALE= 1' = 200' PAD 3' x 3' CONC. THE PRELIMINARY SOILS INVESTIGATION BY, .: . .. 3' x 3' 4ONC. CONVERSESTOOP CONSULTANTS DATED DECEMBER 23, 1988 35.00 — LOTS INCLUDED TW SETS OF THE FINAL COMPACTION REPORT SHALL SUBMITTED TO H 3' x ' A.C. 35.00' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 12' MIN, 12' MIN. D 3 x 3 A.C. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 3 .00' ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 2% MIN, 211 MAX, 6' TYP. 2% MIN, Lj 1 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 21% MAX, MIN. 21% MAX, DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SECTION C — C REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT, 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL g S SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L °' 0 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 3' MIN, 1' - `n EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION, MUDSILL MIN, 6' MIN. 1 2 3 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. :. CONSTRUCTION NOTES do QUANTITY ESTIMATE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT N0. ITEM LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. QUANTITY UNIT 12' MIN. 211 MAX. Q LOT GRADING (40 LOTS x 15 C.Y./LOT) 600 C.Y. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 02 REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 23 EA TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 2% MIN, 6 MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 217 MAX. (W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED SECTION D - D TYPICAL OVERALL F❑ T P R I N T DIMENSIONS BY INSPECTOR, SEPARATE PERMIT REQU I RED FROM ENG I NEER ING 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE ALL IN PUBLIC R/W. PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SCALE 1' = 20' 3 INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-T, J k R CONC. 5 EA SHALL BE O MBINA- MODEL NO. V-2R OR EQUAL APPROVED BY EMWD TIONS, 5' ONCENTERS.AT 1 R 0' ON CENTERS, TREES, 20' NO ERS. SLOPES OVER 4' IN VERTICAL SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Undergroundr v i ce Alert BENCH MARK U.P.C. CHAPTER 10,R. Robert Bein, FiUiam Fmst & Associates M1TY OF RIVERn ill Ma T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PROFESSIONAL ENGINEERS, PLANERS t WNEM 2 112' 1O IM N ME MM UIrAT0 ID 1N lI MM OF Wff ST TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, 27555 ME F40, SIE. 4MOM U G. 9ffl1 Alm WH ULFM 61 IS NUS ML IN RAii}� &jCALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 1-800-422-4133 tf A�AA11 KV THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CQIIER If TME FRIM 1' E IF AT QM1 R 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE ROMPTLY SUBMITTED ARaIIID SIl CAL1F, GAS VALVES 4C K ff PP. Oai) 94' ff TIE CEIiiE�.DE T❑ THE CITY ENGINEER FOR REVIEW AND APPROVAL, _ O( , - ff I f/ILff�A liolu 1-r�aAss mrE� PDSi 1' W. ff MuuExr. D 9G_— Two WORK I NIG DAYS AFORE YOU DIG Ail IATE� 9-13-Bz . 1128.410 LD %-04&C= 9 5 � 129 GRR CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D OWNER/DEVELOPER SCALE QpfESS/o DESIGNED BY DRAWN BY CHECKED BY 2/i3/9/ RBF 1 REY/SED FODT7°R/NTS LOTS .fib 4/ bo �7o jr �o ` A j�'/ JL ADEL S. CASAO JL RECOMMENDED BY: x DATE: �"/3-'1� CITY OF TEMECULA �� E OF PLIC wgZICS Drawing No. Contractor ,4DD MDOEL ELEV. TD ALL LOTS ,rr- HORIZONTAL I a Pr Dred Under The Supervision Of /J/�96 RBF R---wSED FDOTPR/NT LOT Za¢ so RICHMOND AMERICAN u a = �„ /7_fs Inspector 17310 REDHILL AVE. , UITE 320 AS SHOWN W No.43o90 ACCEPTED BY DATE: N- IRVINE, CA 92714 S CW- Exp. 3/31-96 s} Date: l PRINCIPAL GINEER, FOR CITY ENGINEER TRACT NO . 24135-2 Date Completed VERTICAL sf'l CIV 1\. o���! MICHAEL A YLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN N/A F Of CA1�E R.C.E. No. 090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-95 LOTS 26 — 46 AND 57 — 75 SHEET 1 OF 5 FOOT: 111- 16-95 JN: 400868 DRAW i NG: 1 I 1 LLSHI rt PE 1169.6 PE 1165.9 PE 1162,0 PE 1160.2 PE 1157.5 59 58 S7 56 55 1.2 61 .04 '_1q 61 .66 ' 55.09' v1 52.98' ,h 54.94' y1� v t�' tisc,.b F• S Its N F I►l.7 0 �•, t� F�.,H.1 f� ' Irk, H.P 20 10 0 20 40 60 0 H.P,F L. �, H . N 63 6 J% +� I L ,H_ it/ [ 70.9 1'A 63.6 "�' 57. 1 GRAPHIC SCALE IN FEET 70.9 $ 67.3 G 60.3 57. 1 F.G. F.G. 67.3 � - - 60.3 F.G. ' i -. PE 1163.6 PE 1157.1 PE 1170.9 - FF 1164,3 FF 1157.8 PE 1174.6 PE 1167.3 PE 1160.3 p 41 FF 1171.6 FF 1168,0 44 cv FF 1161,0 46 0 .� LO 70. � l.b.g _� g J 7't o 0 FG• 14't )0t4 F&- � � X 59•b •2 N �+ g'i � 47 3R 14"t- - F�'' 6'2 PE 1153.4 1R 2R 3R 6 2R 3R • A 67.3 COG 1t- B F.G. O A 1 y .9 .5 Q► F.G. F. l5 0 fiZ.c. N .5 ► m s .6 _ 12' ■GF 11 F.G. / 13AGF 13 AGF 1163,05 12• AGF 1160,0 S9.1L 12' ■GF 1156.55 V9.(. , 70. 4 Fl..,Cs.g. 66 .8 F.G. F.G. . 62.9 F.G. 56 .4 c.9•5 / - F.G. `t ` °D civ FL.,G.B.p N 007.4 , \0 FL. C�6.N oN 56.0 � 4y. =1 � - n F.�.,Cs.g_ s - 1 . _1 3 'p=. a 54-93 R/W o� o� 5 W S W clm y S W �-N\X-\ S' N . z ro,Z6:,)c W VIA � • � � • TAFALLA �6� 2 N4jb hG 2 �rOA 'LG Z\�' � WT $ W ° Zk4 L4r _C)ts w �4®rlle b�t4 5 55. 00 55.00 v^ 4 .00 ` 4 55.00 ' 55. 00 • �s ^ R/W 003.2 a 0 59.5 4 y 00 G.B. 76.2 w� - F•L.,Cs.P>. 64. *� 57. 1 2' 2 60 F.G. 1 F.G. �. �.d. 4 13' F.G. 1 F.G. �I 12' F.G. •,,� 11/0 a (.9.c• = _ 67.5 ir,4-a - -- Ft_. G.b. .��F 1Nb0 t, 5 F�.,6.6 0 64.2 57.6 2 70.7 - N 1 `, F6b- 2 F.G. - 7 _ 8 CF. C F[ . 31 1 - Fv PE 1173.9 II 29 - 30 PE 1164.2 27 PE 1157.6 25 PE 1167.5 FF 1164.9 FF 1158.3 PE 1154.0 PE 1170.7 FF 1168.2 PE 1160,9 FF 1171.4 FF 1161.6 64.2 064.2 57.6 LJ x--157.6 F.G. F.G. F.G. F.G. F .G. - 67.5 F.G. (IG'3.9 LJ 60.9 IIy7.j 70.7 $ F.G. $ FL.,H• +� $ F.G. - F ♦' S �� 60.9 _ F.G. i4 N to $ F g I . c0 II` 7�•� N ... N 9 FI.., H•P /�G ��5 10 F-L., 46.93 p8, 48.72 6 40. 46.54 9.63. 46.57' G 9 Ute, 48.85 48.85 NOTE OPEN SPACE LOT 101 PK 6 R.k't=_ FLOOPL LOWER THA1�1 tVOFzMAL CONSTRUCTION NOTES Underground Service Alert 0 REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 (W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE o Robert Bein, Willi¢m Frost & Associates WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED PROFESSIONAL ENG I PEERS, PLANNERS Nk SURVEYORS BY INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGINEERING CALL TOLL FREE 27555 YNEZ Nom, STE. 400*TEIECIJLA CA. 92591 DEPT. FOR ALL WORK IN PUBLIC R/W. (909) 676-8042 , FAX (909) 676-7240 INSTALL TPLAFFIG ESOX, pR-OOIA.S MODeL wo. I-T , 1-800-422-4133 O J 4 IZ CoONC . MODEL. No. v_ 22- OR S92U4L. APPFzOVEC LID 9(0 TIN WORKING DAYS BFORE YOU DIG 9 CONSTRUICTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE i"'�ROtE CK DESIGNED BY DRAWN BY CHECKED BY - - - --- _ - . A- �,- CITY OF TEMECULA Drawing No. 0//3/ RBF ADD MODEL ELEi!Td ALL LOTS ani o A q� JL r' r ADSL S. CASAO JL C-JUMMLNDL�• aY - DEPARTMENT OF KeLIc WORKS _- � ���1. tri` fyc' v i F Lon t r OC t or r1i� j(� AL or eci un(Jer 'tie Super v I , on TE: Inspector SEE SHEET NO. 1 1 =20' No. 43090 Exp. 3/31-96 Dote: ACCEPTED BY: C I PAL � GIgINEER, FOR CITY ENGDINEER��-�� �� TRACT NO . 24135-2 � � VERTICAL s, �I V , ! MICHAEL A T LMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN Date Completed N/A C A��F�� R.C.E. No. 3090 -Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-95 LOTS 26 - 30 O 42 - 46 SHL EN 2 JF 5 1180.78 T.C- . � G2 �• 9 20 10 0 20 40 60 6• 0- GRAPHIC /GRAPHIC SCALE IN FEET �0• �• � PE 1176.2 Wo PE 1173.3 41. 19 , 'c •/�r�' 01 AceG A *, �' 9•.• do 9 , ,y 6p 33' 1181 .51 80 / A ec 9 //74. g gZ �� Ileo 9 '0,* a ' 7g 9 Z F� N B�S �G I18I6 78 9 / . ;GQ 39 F.G. g't Fm l S8 -- � L / 4,9• C� S F 1181 .01 rr9 ; FE 1178.9 -- F T.C. �0 6 `' 1179.6 ISE //74_(o PE 1170.9 FF//75. 3 1182.32 1181 .26 T.0 QT .C. � 4,4- •- 18 1' F.s. 05' F G 9 9/ IR /!Y 54 vj •\ .GB � a3 sQ / Q � 81.0 9 ,19 V � � o� GF 1]79.1 _ �e1180.56 111 F S• _S 9 Z �c• 14 t 84 05 \ �� 9 \ 6 ^cy F;g FL,G7. T c ? 100 9 8,g 9. N F%-'I o 7 �. A ID 3 �tiy a 0 s 60. s 117976 $ �. w _ Q ,��9 '`� .1• �?• T.C. 1111 ' ^ �`7 PV CU 1e C3 8?9 ffe��9 tib X rr�� O� s�9 In - OoZ S W 100 �.��G /• `�9 � e9/. °�• 4'S o 3� - - ca - LTJ '�9• ti r -� -� � �c �I /�• y- � 1111 . _ x, '1211816 ry �� ,\11h �, •��6 Oh p 10 795 - 452 00 7 $ ^y "1 • • ;. . ° . 00 Gm ^Fy GF 1f N4g p8 _� 39.84 W t S w // G, `� S 9 •4' ��7 .16.8 C N of 75.S _ '10.20 •� 54 .00 ' ^'� ?o ,'� y _ ,�F 11 a• c a 'gig F'c. N r' , 1 M - �z.9 CG CN FL. B.- '� el N 8o GF 11�9 77.9 1 6.4 73.9 S8 8! 11e�14 80� FC5 3 �L, 6.8. _F.G. --- 11 ' 01 -- • G- 1p r � 2 �G I 5•GF ii�b.s �S1 -GF u7a.i -?G.B. -L / [� F.L.,G 73.9 c O34 \ 7.* 76.9 \ F.G. Q A F.G 2 3 ' B 8 � 4� 7 FF 11180 S 33 G + 8.t � 7 181. f b. • 4orS8 J4 . �� 8p FF 1179.1 \ 31 707 s - F 5 1 II79.8 32 PE 1173.9 30 Fes? F I Q PE 1176.9 FF 1174.6 PE 1170,7 79. 7 FF 1177.6 58 1 $ L P F G' 17' 7 u 73-9 L U 73. 4 , cEll 1 is g // 76.9 F.G. F.G. 1173.(. F.G. u 59. 990 G o S FL.,H .p k,9g 73 9 O 58.34' G 48.55 CONSTRUCTION NOTES �o• �- REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 (W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE Under round Service Alert WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED BY INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGINEERING Robert 9eirt, IYill Zan F7rost & Associates DEPT. FOR ALL WORK I N PUBLIC R/W W. PROFESS I DIAL ENG I NEERS, PLANERS k afflEYORS INST�`L L T R P.F F I G 60x, 8R0o ISS Nto DC L NO. Z-T, J R GONG. MODCL NO. N/-2R OR EQU^L• ^P�-0-►CD 5'Y WC7. 17555 1'1EZ ISD, STE. �OO�TElEQ11r G. 92591 ' CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 NOTE 1-800-422-4133 * - GARAGE FLOOR LOWER THAN NORMAL L D 9 Co - c> 1 1 GR Q TW WORK I NG DAYS WFORE YOU DIG L CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY SCALE Q�pFESS/p�,' - - - - RECOMMENDED BY: �s DATE: CITY OF TEMECULA DEPARTAENT of PueLlc WORKS Drawing No. //3/ RDF r REV/SED FDoTPRin/TS LOTS 36 fol r ���`O � ` f`l �� JL ADEL S. CASAO JL Z Contractor .4DD MODEL ELEr/. TO .4LL LOT HORIZONTAL y a icy s Plans Pr or ed Under The Supervision Of 1 " =20' C_% No.43090 CW. xp. 3/31-se Date: lra ACCEPTED BY: - -_ DATE: Inspector SEE SHEET NO. 1 ll PRINCIPAL EN INEER, FOR CITY ENGINEER TRACT NO . 24135-2 � E � Date Completed VERTICAL Cl 1 V 0- �� MICHAEL A. YLMAN - STEVEN W. CRESSWELL PRECISE GRADING PLAN N/A F OF CAME R.C.E. No. 43090 Expires 3-31 96 R.C.E. No. 47180 Expires 12-31-95 LOTS 31 - 41 SHEET 3 of 5 _ -. i ilJ._-`J':i `.V: �Il1vDGJ J�`.r.i11•vi�: �f1Lt- i .S LOT 77 OPEN SPACE 4 �9 4 G G g 29 , Q . 11 g N /•� ? H I - ¢ 0 46 38' Rh G 50 93' 76 4 00 N �3 5.84 . RG 7 g ll7Z G 11,.(1�0 1'r• s, 0 35' 35' P 0 F G 4 F P *� g •/t<•L•, N r g 410 .4 N $ 1 25 25' 1 E 1178, -- �•� � F 7 PE 1176,1 1 7_ 7 h g V�.�! \ 63.7 71 II FF 11j61 ! 12. 73 0 F GO IV' _ Fv• �* 63. 12'F 15'20 10 10 0 20 40 60W�m EM2R 72 PE 1173, 8,+ PE 1168,3 I - 0 - .-::,---------------- GRAPH 1 C SCALE I N FEET FF 11640 N ,3.9 \ FF 1I 73 7 FF 1169.0 PE 1163.7 , w. �, . W 3R _ 75 D '4 `'7-` CD 9 ' - *G 1 s 3 2R X6,1 F�•�Gg 1 C � 3R �S 3 � Q CK 75' 9 14 GF' F.C. 71.8 \• D Fb. ' A (f) 1 N sG o 1173.2 7'87' 3 I 73-0 FLiG FL. C�.6 5 �f'G. ��-,G. �/ F .d � 17' �r (OF 116T.1"l ' F .G.AGF 1163 -Tj I` �60y. 9 29 ' m/ N N G'T.Z .�J - �g F W 62.84' M �. -1 Q' Q O' Ivy V UP 2 T 4y',�0 q S 1V 65.99' 29.35' / F. VV V'E" G NN,� G 2 0 V I M IANZO - lbo - - yr� 'G �°3 0h c,4 .G ¢i ca 75-3 47 7S 11 760P 9.31 , 2 \ 05 �• y, F G. 53. 00 ' t f� T y i V� 1102'%P h 54.94 ISA 7* 2 $ 5 PV v f S E 35.97 52.97 ' R/W • F ' F' N o 53. 15 ' /4� 15 16 .49 2 - 00 ap F�.,Cs�. c X4.8 c,4 � 62.0 •t GF//73. Y3' 69. 1 fn N © 12,E `C F.G. - Fl.., 65.4 13 F .G. `l.I 62 � •/ �Zb � - '��� llby3 �a'4 1 .G. 62.0 B• , CG.g PE 11789 61 .� Q `S 5 69.6 1, ,=; r -- 447 F .G. 2 F.G. 5 L, 5' PC 1176.2 A 8�; 3 ' 65.9 C --- -- MI 1T777N r 176.9 / Gy Q A I a • b Slit co N 762 .\ CPS.4 57 56 55 0 F G. 76 60 59 (�. PE 1160.2 o PE 1157.5 2PE 1162.0 EXIST. HOUSE F' PE 1173,3 PE 1169.6 FF 1170.3 58 FF 1162.7 1175 FF 1174.0 15' 14 I � G3 69 6 �] PE 1165.9 62. 1 s LJ 062.1 F 69.6 FF 11666F .C. F .G � ••.� _ -3 F.G. F.G. 18� . � --- h FG. •-- >� 41 r^i \ LJ 65-9 �� 11(,1.9 r7 06 � �, 1(73.41 0 Ib �,t F.G. r, L.,M 00 1 9.3 In r' G cn M - FG H. 0 H P. .� F.G. -o S ss� 41. 19 , > G9L 0 N FL.,H.P S G PE 1150.9 3 � 40 3 �G �_ 1•/ 54.94' G PE 1178.9 60'33, 1.2 52.98' 61 .04 61 .66 ' 55.09' ` 41 45 42 43 44 PE 1160.3 PE 1170.9 PE 11673 PE 1163.6 NOTE CONSTRUCTION NOTES GARAGE rLOM LOWER THAN NORMAL (2) REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 Underground Service Alert (W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED Robert Bein, Will is m Frost & Associates BY INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGINEERING PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS DEPT. FOR ALL WORK IN PUBLIC R/W. 27555'REZ ROAD, STE" 4006TEI QU G. 92591 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 O INSITALL TR^FFIG WX, fbR_OOKS MOL7El. WO. I-To J ¢► cz*4 . 1-800-422-4133 More No . v- 2.2 OR EFOU^L ,a PrFZoveD F-m>Y SMWC;ii. DCo - 01 -1 GRA TWO WORKING DAYS BEFORE YOU DIG L CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY SCALE ='�K� I pN � - - - - -- Ki cuMMLNLA u by �� . - --uA E 1�-, �� CITY OF TEMECULA DEPART1rENT of PUBLIC woRKs awing No. 12//•x/9 RBF REV/SED Foo rPRIvr GOr 6 � ���0 ��` A �l �y JL ADEL S. CASAO JL Controctor_ - ADD MODEL ELE✓. TO .4►LL LD nJn:LuN I AL v f ,J, s Fr ep Jr eo Under the SuF;ei v s on ut -- - _ - - 1 " -2o' W No.43090 -0 ACCEPTED BY: DATE.- TRACT NO . 24135-2 Inspector SEE SHEET NO. 1 E=P3/31-96 _ Dote: !o PRINCIPAL E GINEER, FOR CITY ENGINEER -"- --"--- -- PRECISE GRADING PLAN J� 01 ��! MICHA L A. LMAN STEVEN W. CRESSWELL VERTICAL Dote Completed �t V1` N/A OF C A``F� R.C.E . No. 4 90 Expires 3-31-96 R R.C C.E E . No. 47180 Expires 12-31-95 LOTS 57 - 61 & 72 - 75 GHEE 1 4 of 5 LOT 77 OPEN SPACEI 44 161 I 44. 7o, 9 go.Z 00, 69- 44 ' 20 10 0 20 40 60 N.R r+ V 80.9 ti f�- ► g 11G F .G. °) G � j.81 g FL, H.P F . 80.9 GRAPHIC SCALE IN FEET ra P E 1180 9 8 a 1181.6 F F 1181.6 A '` GO, ? �� H.P-70 FF 11823 68 '`�F 1180 r ff _ O 41. lit i o a4.7 c� � 42.85' B3 o I /. I163.782 G. 6 •cC • F .G• � 2R B > 1183. Lc_ - ,c 10•? 85'084.0 y �_ PL`\ . 5' 10t 3 G' 85.0 I /' LOT (pp F.G• 5 �- BQ p 83.4 REG. SITE P c_ *� 83.4 F G' FF 1 F Gy �$ F G. E 1185. P F G• Do. �F sJ I '!eD' �� fr f>9 6' J,`L 0 E 1184,0 0 F O FG � � F 1185.7 FF 1184.7 • 83.4 10t '� .� � � ,� •�, 8 1 63 64 FF 11 `. e a 6.b. 5 3 2 65 1R 6 4 N AV 85 � � F '�3 a y• � � >' p F. Ft Q \ 11x2.8 > •y9 5 ,°� v ,`• b R G�. GF- 85.0 F :�• � 6 /w 85 s•2 6 83 2 ,�^• r-s. Oma, .e -� z :.. - "p GFiiB 2• F .G• OF 118 � ' � 3 •. ,`c'" F e \ �,o ICY) F G. ¢ Z !:f_. G \ G.6. S 1178,98 84 0 �o S 8• FC.� 84.0 e FL.,C�.B. f F .G �_ 1180.20 / 1177.39 S = 1183.2E 5 k/ cr Z. G• co FL•�•? ' 9 6 , y T.C. W \ 1177-22B , y T.C. 2 � ' Op 65 0 65-05 C , 2 �c .4 Q '� W25 0a y 5 S w w f ��°°4c �-s. 11 11a G 0� Z� 1179.81 7` U`.� > ��• o �a� 5 2 �'�� G ` ' t P 2 s c G•S ; f A v 1 L 1177.31 1176.07 / r >>e 34 OS• T.C. T.C. s >� r C 9 1 17 1 cam, 's� gel. Q fs T.C. ' r B0.77s c I 1175.50 \ .� S� R/W fig A ,�� T.C. 6 ad, > _ >_ � . 4 A TAFALLA % g - PE 1182.7 •Q, � �� EE SHEET NO. -5 38 •�' � C` > 6, PE 1160-9 ® CONSTRUCTION NOTES 122 REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. 11 207 (W= VARIES), SAWCUT 1' MIN 1 MUM INTO EXIST. A.C. REPLACE WITH FULL HE1641T CUQ5, GUTTER AND SIDEWALK AS REQUIRED by INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGIWEERW& DEPT. FOR ALL W0112.9, IN PUBLIC R/W. ® INSTALL- TRAFFIC Pox, F3ROOKS MODEL. NO. 1 -T, J � R CONIC- MODEL NO. V- ZR OIZ EQUAL.. AP'PROVEp PSI I-MWC; Under round Service Alert o Robert Bein, Filliam Frost & Associates NOTE PROFESSIONAL ENGINEERS, PLANNERS It SURVEYORS 275%YIF2 ROAD, STE. 4006TIEOU G. 92591 6.1rLAGE FLOOFR L..OWEFZ THA" NORMAL- . CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 D 9Co - o 1 -1 GR Q TWO WORKING DAYS BEFORE YOU DIG L CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY SCALE - ���tE� ;o _ - CITY OF TEMECULA Drawing No. ��� f�EC_w�MCNUEGY •� �A'E: ��-I�' DEPARTAENT OF PUBLIC WORKS • JL ADSL S. CASAO JL - //jL% RBF iPEV/SED FODTPiP/NT LOT 70 c �co ` �. j` � Contractor ADD MODEL ELEV. TD ALL LOT r�t�ki li,'v�A�. H \c� l`'y y� _ _ re inc ie,ec vne, The u�7e Z �S/96 RBF RE✓/SED FoeTPRiwT LcT G4 �, - ACCEPTED BY: _ DATE: 1!'L7-�S Inspector SEE SHEET NO. 1 1 -20 No.43090 PRINCIPAL GINEER, FOR CITY ENGINEER TRACT �� • �� ���� _ _ _ � Exp. 3/31_96 � Dote: ( � STEVEN W. CRESSWELL VERTICAL s, c 1 � 1 v ,� I cHA A. Y MAN PRECISE GRADING PLAN Date Completed N/A 'rF QF �A`1E�Q� R.C.E. No. 4 090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-95 LOTS 62 - 71 _.HEEi 5 OF 5