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HomeMy WebLinkAboutLot 21, 25-38, 51-85 - PreciseGrading • LEGEND PROJECT SITE B rw acv, 1w TOP OF CURB 0000.00 RAC I N 11 24131 2 T.C. xe�z B gel FLOW LINE F.L. ++ - I S HIGH POINT H.P. P1 ECI E I ADINCI PLAN Q >s ILM FINISHED GRADE F.G. A IN A I�D C S M N C D N L FINISHED SURFACE F,S. GARAGE FLOOR GF 0000.0 t i _ PAD ELEVATION PE 0000.0 FINISHED FLOOR FF 0000.0 - t - z WATER SERVICE at b SEWER SERVICE S AIR RELEASE VALVE TYPICAL SIDE YARD DRAINAGE �. y FIRE HYDRANT `Oe DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE • CORNER MEASURED PERPENDICULAR TO THE K OPERTY LINE. 1SNwon DRIVEWAY vi N a 45 w 79 STREET LIGHT P/L � • ' 12 MIN. 8 MIN. BLDG. PAD SLOPE ABOVE PAD 5' MIN. 3' MIN. ELEV. M SNI MR! I SITE �► .. EXTRA DEPTH FOOTING T-Ji COMPACTED VICINITY MAP BERM 6' IMIN, INDICATES AMOUNT OF O • � NOT TD SCALE EXTRA DEPTH FOOTING `' •w i ACCESS RAMP 24 MAX. 12 MIN. MIN . • i GRADING NOTES LOT NUMBER 2% MIN. — 21% MAX,X SECTION A A w 1. ALL GRADING SHALLF M CON OR TO THE UNIFORM BUILDING OW CHAPTER 70, FOR SIDE YARD SLOPES GREATER • AS AMENDED BY ORDINANCE 457. h INDICATES MODEL THAN 5' IN VERTICAL HEIGHT • w 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SH QBE * 1%. UNIT TYPE 4 N DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP ANDHALL BE B CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. 12' MIN. ABOVE PAD ELEV. INDICATES ELEVATION • 3. MAXIMUM CUT OR FILL SLOPES - 211. WATER BLOW-OFF 01J► a '� 4 PROVIDE SLOPES IDE BY S', HIGHH BERM OR EQUIVALENT ALONG THE TOP Oto` ALL ROUND OFF TOP THIS LOT REQUIRES A BACKWATER VALVE 01 PER SECT. 409 OF U.P.C. PER APPROVED y P 1 y 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A CCIMPh ENT WATER AND SEWER PLANS. ( SEE INDEX MAP > R-10' • *+� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS R=5OVER 1' DEEP. = VARI 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEME'tULA OF C SECTION B — B GRA INGRINGACCORDANCETWITHTTETHEERAPPROVED GR DINGLETION P AN OF PRIORGTO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FOR REAR YARD SLOPES GREATER INDEX MAP GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. THAN 5' IN VERTICAL HEIGHT Y P I C A L ❑F F S E T DRIVEWAY DETAIL 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, AI bNG SCALES 1' '= 200' TOP OF CUT SLOPES. P/L NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUTRED FOR ALL FILLS GREATER"THAN 6' MIN. 5 MIN. 5 MIN. 6• MIN. ONE FOOT. 3' MIN. 1' 1' 3' MIN. — LOTS INCLUDED 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECUMMENDATTONS OF MUDSILL MIN. MIN. MUDSILL THE PRELIMINARY SOILS INVESTIGATION BYi CONVERSE CONSULTANTS DATED_DECEWrR 23. 19M TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SU MI ATO THE • ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 12' MIN. t 12' MIN. 14ENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 2% MIN. 211 MAX. 6' TYP. 2% MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEIRING 21% MAX. MIN. 21% MAX. 40•00 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- S E C T I O N C — C ri TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 39.00' E EACH LOT. 40.00' 11. CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND TILL p SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE P/L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN, 1' THE APPROVAL OF FINAL INSPECTION. MUDSILL MIN. 6' MIN. S 01 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD. 1 M 2 3 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT e LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 12' MIN. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 24 MAX. J PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 2% MIN. 67 MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION D — D NO.- ITEM QUANTITY UNIT 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE TYPICAL OVERALL. FOOTPRINT DIMENSIONS LOT GRADING (50 LOTS x 15 C.Y./LOT) 750 C.Y. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER O REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. WO. 207EA 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- SC E, 1' = 20' (nr= VARIES) , SAIIICUT 1' MINIMUM IUTO EXIST. A.C.. REPLACE TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS WITH FULL HE 11514T CURB, GUTTER AND SIDEWALK ASQEgUkREO SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- W INSPECTOR, SEPARATE PERMIT ReOLhReO FROM ENSINEERIN& TI❑NS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE Un PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER er round or BENCH MARK DEPT'. FOR aLL WQRi� uv PIiBLI G RI�+Y U.P.C. CHAPTER I.O.R. O INSTALL TRAFFIC, Box, DROOKS, MODEL NO. I-T, j y Fz GpN4'. 1 EA. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD kTOR 1Qbbert min, Jhlliam f'�»st AssncsatBs CQNFY ff IAVERSIlE 111141-2l-el TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q f C3 PFffMIM& DJET EERS, PLANERS ! 9JK' M 2 I? W IM N CK C11W lEII FU 111E NIERSI M ff FRUIT ST. 1�AODEL PIO. V-2R 0>Z EQUAU APPROvEf� 1►f( CMw�. 21Z V2 W' W. 4WOM I a' IMI u ME, DI RNIB� ► 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RiirEVE CALL TELL FREE (909) 676-9042 , FAX (909) 676-7240 M X MTM70 OF AMS W MN lM AVA Mill IK RW THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 1-800-422-4133 0M ff lit Ntriffi>a r E(OFF T DPAlNK W 21! x W RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON m-evu D FAOTP/PUvT LM I/ dJ" R*W5ED REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED e� �[u>s r 7Nsi 9't3 X0 Nle M CU. 61S VALVE3o 4!'K PP. MI) W K ff 111E0]fFiRX TO T ENGINEER FOR REVIEW AND APPROVAL'LD p 1PeF RErISED FGD TPR/NTS LOTS Z6 60 67 7Z 75 ff R�MM MMA RI 1 VITIESS FST IT r W.ff�NE.NT. TCLTY � �-/jq GR� f �6 -,0 IN R A1,t MTI:, ELEV.Il21ii.49 CD - G LD 96-01A4-GR � - TWO WORKING YS IG PEr/sem Mov � Azr✓. LaTs of�( ��/ 'c 7- � a�--�-0� CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE CC'D OWNER/DEVELOPER SCALE DES I GNM BY DRAWN BY CHECKED BY CITY 0 F T E M E C U L A DEPARneff CE PLIC WORKS Drawing No. /y 9lo R6F / REY/SE FOOT.'�lP�ivT LDT 53 0 JL ADEL S. CASAO JL RECOMMENDED BY: DATE: _Z•f�•� Contractor N to HORIZONTAL. [0 54 �� ��� A j/ `� h� `vim /fes �, P I on Pr red Under The Supervision Of � • -d-910 teHF EY/SED -,w7PR/NT5 LOTS 3Z r38 RICHMOND AMER I CAN 7 ACCEPTED BY: DATE: Jr +; Inspector EV/.SED fRONT.SETQ�CK LOTS Zb z'rs� 17310 REDHILL AVE. , ITE 320 As MeAil Dote: Z, L PRINCIPAL ENGINEER, FOR CITY DCINEER TRACT NO . 24131 -2 EViSE ELEY.W-TLor 57 Z- IRVINE, CA 92714 M I CH EL Aa TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN &F FDote Comp I et ed -5-1& REF JW VISE PAD LLP/. 57•FnorPlPivT�ors� - VERTICAL fid/f c 1 r 1` Eos+� 3-31-g6 f • MODELAIE ELEV. LOTS GZ 76f71 N/A OF CA�x R.C.E. No. 090 Expires R.C.E. No. 47180 Expires 12-31-99 LOTS 21 , 25-38 AND 51 -85 sHEET 1 of 5 PLOT: 11-16-95 JN: 400863 DRAM'I N(", 711 LESHT r �� OPEN SPI° GE l_0-T 13'5 50.03' 22.4 50.03' 73.23' _ r//'20. 5 50.03' - 2/9 - - N G- N O 2. JIq.7rn rn 04 to 1222G' 12zo-2 213 2 4 .4 20.5F.G.I% 4 - "1 F.G. O F .G. 21 .5 9 � 21 .5 o,� O X219' 4 - N T.-G-7), PE 1222.4 .3 E 1220.5 F.G---- .2 FF 1223.1 1 9 FF P 22.1 PE 1223.5 G O FF 1221.2 pE 1221.5 FCS- ❑ FF 1222.2 • 36 ❑ R 23 F ? �Z�c�. �a 3Q g .5 1R 5• F T•-. P C 1E` 9520 �• 6F ,21q. i .G. GF 1220.7 6 F L .1 GF 222.6 5 F `99• 3 20.3 5' 2o.C• 22.4 M, 3 �g 'S X92 F .G 21 .5 L.,v 19-7 _ F.G. . Go FL ,(.8. o in F-�. v. RIWN AE 47 ,• 9 � E 4SCALE 1 20 1£ Al ' S0.00' - 0 5 5 - ,\ 20 10 0 20 40 60 ry •b f i C6 GRAPHIC SCALE IN FEET I ^ �` �� FS• �p ��1� �' �� 1��`'� �13'�G. o j 29'4ON 17. - � ti Q c .� ; •s. � � N HERENC I A - LID - L - CAMINO Nfw : 00 a �ro 9, _ - o V N 9 G Ib ti �O -.� 120 10.0 21 ,6 ' '20, = 6 G I ti \�� o y" �P 4' S S �1 .00 F?,/V%( 1 .00 �.3 -I ZZ-L .31 .44' o, 1 a -moo t-,vd• g. Ito �� ��' 23.0 qj N V N N _ - - 20 21 .9 0 ��;� F� ,� 1 .°D I N F ., .c, • F.G. 6 22. -I • u Ft•,C> GF 1221 F \ ❑ a �/ `Fy O 6' F .G. GF 1222.4 �I ; M Q ,6 12, F Rul 1220.4 GF 1221.4 L. d 2 N O W ��� �� - to Z �2� �. s _ 3 1 .7 C N N g .3 pE 1224.3 v �' / 2R N 2 .3 •2 so _c m I' �° C N A -o Vo_ r•, I'/. J J .2 I 53 N i PE 1223.2 7'r m to 54 21.2 _ FF 1223. PE 12 9 W PE 1220,2 FF 1221.9 PE 1222.2 Q 6 '+ ti _ Go FF 1220.9 - FF 1222.9 F.G. 23.2 Q m. _ O o F.G. F .G. Li Q \ ti ~ ^ 20.2 20.2 22. 1 22.2 F� H•F * _ z ~ �; �► tiF.G. 122o. - F .G. F .G. J a F.G. 1Z i -9 Ft., H •P • , I22I-9iL LA. I•h '`� o ;,� o ' C9 Dr F o �1 50 . 4' 92.97' u o 0)�\�� 51 .00 ' 51 -00' CVIL \�q ap 13 26 61 .97' ..• ,n 1�1 Q 5�. �2� G, 30 55 pE 1220.3 PE 1216.2 30 6 PE 1216.7 10 . 20, 30, 2o, 1 ' SEE SHEET _ NO. 5 Under round Service Alert o o Robert Bein, A'zlltam Fivst & Associates PROFESSIONAL EICIWERS, FLAMERS k SIRVEYORS 71556 Y1EZ RX, SIE. 400•1EIEM G. 0%1 Q CALL TOLL FREE (909) 676-80442 , FAX (909) 676-7240 1-800-422-4133 L D 9a Two J&_ WO DAYS BEFORE YOU DIG ­00S+ - 133 CONSTRUCTION RECORD DATE BY REV I S I ONS DATE CC'D BENCH MARK SCALE Q f E S S/p DESIGNED BY DRAWN BY CHECKED BY - CITY 0 F T E M E C U L A Drawing No. iy9G RBF � 1SE FaOTPPin/T LOT 53 .w�a ��o �S` l,'l JL ADEL S. CASAO JL RECOMMENDED BY: DATE: /t1�'�� DEPARnea OF PLIC WORKS Contractor D0MEN90TCs , toT.6f HORIZONTAL h i`Z` lig= = P I a s P ored Under The Supervision Of 1•9L RDF REV/SE FwrPmA/r � t�� 1 „ -20, rrn ACCEPTED BY: , DATE: /2�4 TRACT NO . 24131 -2 SEE SHEET NO. 1 d N°.4309� ' PRINCIPAL EN NEER, FOR CITY ENGINEER Inspector Exp. 3�31�g Date: Z L 0 MICHAEL TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN VERTICAL Jf C f y 1�,. ��! Dote Completed NSA 'lE OF C A`1R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-99 PHASE I I , LOTS 31 -38 AND 51 -54 SHEET 2 OF 5 SEE SHEET N0, 4 I 6 ' 30' 30' PE 1217.0 1 20' 75 20' 1 ' 3 �[ PE 1210.6 PE 1216.2 g 88. 17' I 59 I �ti G 10 29 '+. ��y• 12.Sy. ti m IL cu Lo 01 20' 300 90.00 m W O 20 10 Q -- J I ' Ari Ln I h� - Ln PE 1209.0 S Q ►n 0 p� ,8' I • 88.77 • 60 cv ti \ N N 12.2iL S �,� G. to, ,a - 6 ,n .� . 33 /107 C4 %n CO _� oo 41, o Z 3/ t e N Fy I2.5 /. � �, Lr) L �1 � N U 3 = so.00' _ ^ a L,ILA � Co Cl) LD w 16 �` I �'\ U y 91 .33' W � `° 3K 1q; rp CU ,��$ ao I•. N 23.3 U 23' � PE 1207,5 '" o / ,��,� G- � - , 16 IL LZ ori � ri sr D nNcD (U fU L NL - •-+ of • Duh r , M a _ "3 JC14 3 L �\ N .(� - SCAL.E . 1' = 20' .5 4 h °L ,� LO - c� 20 20 10 0 20 40 6003 1 GRAPHIC SCALE I N FEET V I A ,��y0�:G. Z F .9 cv F' ARNEDO 3 r "' LO "vN i C. , lop oN ►w'q� a � ti�y, O0$9 � >, Ia.S •ti O�5� Pow C1�.S - 51 .30 ' E S Fy r L '' �D ^ 9.55 F ' " •- •\ rn 2 17.87 W Oq4 "� � �ti d•^ � 2 1` 071 075 NI 07 ^ 4.6 rr4' - .L.,� -� � 0.82 Z s N 09. fGF 1207. 8.8 0 .3 ,�T Gk, ( y F.G. ' , . O•9 g�p �� 13 16 9 � b CONSTRUCTION N0 E5 V �L c F� •�R - I o F. OF 1209.0 1Q4 7 lo.� - ��° ��- ��• f ' �� 3 89 0 , 1 2 O2 REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD- NO 207 ti Q C '` 1 1 - �''G•g. N .- I P (W' VAICIES) , SAWCUT l' MINIMUM INTO EXIST A.C. REPLACE .2 85 .3 A .1 p 5• 11 4 WITH FULL 11C16,H7 CUM, GUTTER ANO SIDEWALK AS REQUIRED Plf ItJVPEGTDIZ� SEPARATE PERMIT �BU►RED FROM ENGINEERWG PE 12072 © B O OF 1211.7 p.2 GF 16' DEPT. F41L AL I- WOR-0- 1W rullbLI& FL/W. - 3 IuISTALL ZRAFFIG DOX, F3RLbK� MODEL NO. I T, J ILIK CON&- ot FF 12079 84 1 F ti��. 4iwr1• 2R �2 '. O '� 1210.5 �/MODS NO. V-ZR M EQUAL APPP-OVED F.-( EMW(7. ^ i % PE 1208.8 BX PE -4 F FF 1209.5 FF 1211.2 1 FGp F ¢ 08.8 0 6 F. 4G' �+ FL.,H.p F.G. F. ./ PE 1211.5 f f �•�• c N7 C g N F F 1212.2 1ry0� 64.80 >HP G 0 1•A 36 5� D- e 601 rn - 5 i �'� V►P 12.0 .L. F.G. f�,., `•(- _b. .22' G' 12 I I.2 +1 Under�qround Service Alert F•L.,H. C'q g , 52. 79' 6 s �� N Robert Bein, JFilliam Frost & Associates Q, 1 Ava PROFESSIONAL EKINMRS, FLAMERS t SiRVE1'ORS 54-59' 6 s 5 �wo- 17565`REZ IDD, SIE. 100•TEIM G. 951 33-76 ' LD 9(b- 155 Cr R CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 Q_�o ►O S e _ ® L D - 96 - 094 9P Two WMINC DAYS BEFORE You Dtc LD95 - 13 GR CONSTRUCTION RECORD DATE BY REV I S I ONS DATE CC'D BENCH MARKQ�p F E S S10* DESIGNED BY DRAWN BY CHECKED BYSCALE - CITY T v O r T�, I��' I� A Drawing NWo. 39(0 RBF �ycsE FA77-PRrNTL07S !o3 79 cd3; »•� �c�0 A l JL ADEL S. CASAO JL RECOMMENDED BY� DATE: 1L-I�-ri 1 I T r I M UJ /'••� �AR�T OF PUBLIC WORKS Contractor )FEY/SE MODfl ELEV L075 62,76 79 HORIZONTAL y `� lig 1- P 10 s P ar ed Under The Supervision Of D.F.•K le-V S-L „ - T ACCEPTED BY: DATE: TRACT NO . 24131 -2 SEE SHEET NO. 1 1 -20 No.430- PRINCIPAL ENGI EER, FOR CITY ENGINEER Inspector 1-//-9b ROF �PEvisE �orPlriwr LOrBS -�f} � Exp. 3/31-� Date: STEVEN W. CRESSWELL /Bit RBf REv/sE rorFe1NT coT 95, R--ws-c VERTICAL sf Cl V I\- `� MIHAEL . TYLMAN PRECISE GRADING PLAN Date Completed McoEL ELEV. LOTS GZ 79 PBZ T-13ti QTP �rF EO '� 43090 3-31-96 N/A of CA�l R.C.E. No. Expires R.C.E. No. 47180 Expires 12-31-99 PHASE III 9 62 , 63 AND 76-85 SHEET 3 OF 5 i+ PE 1216.7 PE 1213.9 PE 1215.5 55 pE 1221.2 PE 1210.6 PE 1212.1 57 56 53 59 58 ?0 40.72 . �G 52.00' 2 00' I21q.7 s9 9g %3 52.00' g �Gg 52. 1 Lt.H P N �6 52.00 .6 +114 �; �► Q ' g m17.o N /• --- �� /��/ 20.0 20.0 t �Ic� \ /• g F� H_r. rn "� 1% 18.5 18G5 16.2 �. Fa O F.L, H PE 1222.2 / 1 PE 1220.0 f F.G. G. 17.3 17.3 20.3 20.3 p PE 1218.5 FF 1220.7 O S2 PE1216.2 FF PE 1219.4 Un- FF � FF 1216.9 ENEFF 2PE 1220.3PE 1215.0 2 1221.0 63 64 - 67 2 ' 7 20.0 3 4 69 v► A& 5, - 2 18.3 3 C' 16.9 I 2 15.8 3 ,2 G 17 F FL.1G B. ' '+ 1 5 - F.L. -B. 5 15 F 6 19 . 1 20 GF 217.5 7' 18.3 1 F.G. /B.4 19� 0 220.3 FL. F 16.4 7' l - PE 1223.2 17 . F .G 183 11 ao :t b 20.3 16.2 I(e.1 F.G. 17.E,"m N L., S. ' �.,G- 20.2F.G.` F 51 F.G. `:,G.e. ;c I � c` FG. C�•B.� s 27.62 25 19.t ' -O 194 F.L.,G.b. 1 ,ts cy FL.1C7.B. 52.00' O - 52.00 - R�W w r4') s v w s \tiy• ���y- �^�y-:' y- �e�� s a Xe7.fF 0 4 Ir Z aK N ry��� tip'`• ` ENCI A •� ,�• ,� ,`C' HER 54.85' 4) PE 1224,3 �-- CAM I NO � �h i �� so w ,meg N c • p Cn I p �] lq• �v ti. ro �0• M - W a s. - w 35.77 N 8-26 s 0- ,1 ro 52. - ti N 17--�00 1w l3- 9 N KO-�ao 1 rA FG-J&.8- ? F_ N Fl_.,U13.� i S 63 M O b V ' - 1Co.3 6' f'`' t 7 � GF 1216A U- I 19'4 PE 1225.4 F GF 1217.2 e 1 17 .1 Ila ` 24 3' • 'S� I F L ,G. F3 3R •I � FL. - 20.5 16' 49 - 115.3 FSC 0 19.5 ,��_ ;t . 74 � 4 cP, 1.•, C� ` • 2 g - b + 19 1 I GF 1220.7 6 -1 I_ GF 1219.7 L.G.B. � /LO .` S PE 1215.9 75 'N 3 4 19�9 4 F 2R 2R GF 1220.7 2 I N G cD PE 1217.0 74 IB'O19. 1 GF 12 0. 1 v.6. 3R FF 1217.7 - � PE 1218.2 FF 1218.9 73 N 2 G M� /7.0 ❑ /7 1 .2 PE 1220.5 F 121c.7 F 18.2 PE 1219. f72 ' FL.,H-F11 el Ot FF 1221.2 23 PE 1226.5 F.G..G 1217.9 FF 1220.2 71 • �, PE 1220.1 o I F'(� 0 5 0 0.5 48 N \,Ip / �• - F F.G. FL.,H. . 1 ❑ FF 1220.8 ; - PE 1220,5 l r` 1z2e.z � IZ.19.2 ' a� 38.94' 13.43 b oF"H _-- )•� C zo. 20.5 • y 1•% as .G- F.G. 53.47' d r I / W F.L.N. I2zo.2 SCALE : 1' 20' �F'� - �1 F-L.1I4-.r •% 51.42 1164 20 10 0 20 40 60 Q1 51.420 OPEN SPACE LOT 134 �" � GRAPHIC SCALE IN FEET 27. 72, 4 Underground Service Alert Robert Bei?, 1FiUiam Frost & Associates FRIM& ETCCIN ERS, RANRM t SIR&-M 2156611112 W. SIE. a*iElElalA G. 92591 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 TWO WORKING DAYS AFORE YOU DIG 13 6R DESIGNED BY DRAWN BY CHECKED BY CITY O F T E M E C U L A CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK �� Q�p F E S S I pA' Drawing No. 7-//-9, R0 REvisE FDoTPR/wT LoTS �7 7Z 75 �•{ ��O ��` r`�� 3L ADEL S. CASAO RECOMMENDED BY:1R? DATE: 1t-/I->> DEPARTMENT OF PISLIC WORKS Contractor REY/SE MODEL ELEV- L,075 &L t7( HORIZONTAL y `�,`Z` lf�s �, Plans Prep ed Under The Supervision Of ACCEPTED BY: DATE: Inspector or SEE SHEET NO. 1 1 20 d rrfl•43090 ; PR I NC I PAL ENG ER, FOR CITY ENGINEER TRACT NO . 24131 -2 p Exp• 3/31-sib Dote: 2 STEVEN W. cREsswELL PRECISE GRADING PLAN � MIC AEL A YLMAN VERTICAL •ff C/y 1�, +`� Date Completed NSA OF CA��E�� R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-99 LOTS 64 - 75 SHEET 4 OF 5 PL0 i. 11- 16- 9b JN. 400863 DRAW I NG: SHL E_14 1 C Aj MO NTEL EGRO 3 , . WAY 5' 25, 35. . 25, +I Q /z. FG ° ' OPEN SPACE LOT 133 FG P 12 4 .6 Q \� FF- 120 4 2 0 0� 51 .21 0 i�s 51 .21 �3 1 .91 4 52.02' 4.z 50.02' 4.9 MODE o .� �e.s F /20rz-�. ,o/ _ Z 0 CN _ N 2I ® pE 12051 ►� `, H F-. /•/s �'' N l2II.2 y 1212.9 � « • / cO o 1216.9 `� 22 SIT � Iz14.5 0� M r FL„H-f' FL, H-P� ,mac pE 1 / 08.8 08. '� /O.O l0.0 11 .5 11 .5 I• ,!� J 206.0 5' 8 F G• 5• 1G. /• E F-G. 13.2 13.2 6 F G. 16. 2 16.2 cF 23 p "206 20 5' I 6.9 PE 1211.5 O MiN PE 1208,8 PE 1216,2 O�• 1204.4 24 FF 1212.2 FF 1209,5 PE 1210,0 I2 PE 1213,2 PE 1214,8 _ PE 1217.2 04 ? 5 '= FF 1216.9 FF 1215.5 31 • � \• a' FF 1210,7 t=om. FF 1213,9 26 - .2 a o 28 - 4 -I 30 •I 4 2 ?� 2 11 C GF /213 3 1`L� G' 2 'rGF 1208.3 •• 7' 2 - , 3 tk1 RJW F G8 08.3 b. F 1211.7 7' F 213.4 8. / .G / .7 GF 216.4 07 m G F - `F�., 1 1 F• 13 0 F.G F. 15: 15.9 ao 07.7 G 8 ti .L. - 0.(F - m z.2 137 13.9 1g.0 ; 15-3 aD FL•,C' ?� J F.L. ", l., °° �; I.L.,C�g ��' C�_b- 0 FL-,68. L.,G.B. �N FL. 54.60 5 54.60' an 6.77 4-9 55' 52.00' \ Rhl M NO d„ .7 A tiEy•m- &7-N I RAV G tk G• �`1-BOG 1'1-�pC,• ,��,� G. ,��,� G. G N Z O� CARUNA 77-46 ' - �ri0 G. h�1 tD Q �h G 01or XP_ N, OQ - 1� G 1'L G N'1- �'X1,\ 7 o ,` Fy �F y• 0 •�' �, u q Q 44.90 ' 53.3 yLVV "I OV) 5 anti RF. y Gj d►�y;p• ti y h h h 4 1 N PE 1207.2 IF: oz.s co � 53-33 54.00' 54.0 � 54 .00' ca W 44� 9.33 I N R� 1� L. r\ 07 B O6 1 �. N 85 07.4 j �c. - .Ltg•c�► 14.5 ri � G F.G. 09.0 I� 09-Con.z o c 12.e o �. Ig-5 ca 1. r CF G 6 �� ,V b. 1. 0. 1 F.G. 8 1'0.5 I 14.4 F�.., 16.4 OG.� GF 1207,7 •�•, 12. 1 I �1 - B 8 N FL .C� 1 O Fc. Gr- 1209.2 F.G. \8' F.G \8' �8' c.•,G. s.,3 h 15 '4 3R GF 1210.8 -- - - 7 6.3 GF 1216.9 X C, z 09.4 p 1 GF 1212.3 IZ GF 1213.5 5 3 4 Q ry L� ZK �. © 3R. 7t :0 2R 54 60 7 i F. G A B X N 4 PE 1220.2 • _ .1 e SCALE . 1 20 � � ❑ --. � 5 2 W 61 58 56 z PE 1209,0 2 SS 20 10 0 20 40 60 0 cc PE 1207.5 FF 1209,7 59 PE 1212.1 Q 57 •,� FF 1216.2 2 N ' Q FF 1208,2 PE 1216.7 ---- N PE 1208.8 PE 1210,6 FF 1212.8 PE 1213.8 v ` FF 1217.4 Z5, GRAPHIC SCALE IN FEET coo 84 07 5 07 5 FGD 09.0 FF 1211,3 FF 1214.7 ,' (] F.G. /208.7 I Z I :6.` _ 15.5 16.7 16.7 ' iz�y.z h Fc G. co IZa7.2 --- Fo' 10.6 10.6I•/. 1 B 1{P\ I7-11. .4- N Ft.,H.P S .., F.G. , ,��0 y 1•/ o `� - 1210.3 - Iz11. �' Iz13.5 O 41 +' Pi 1221.2 L. Ht� 93.04 _ O,f �u -L--.K-P� .t,` F. b -�N «' F`_ 7 v ^ A o �--� o 10, > o 6 .� �, 65.00' 56.34' 4.00' 54.00' 79. 15' 30' 30' A argr(xjnd Service Alert 10' 20' 20' 1 ' Q, 62 63 6 �' 69 �► Robert Bein, filliam Frust & Associates PE 1213.9 •9 PE 1215.0 64 PE 1217.3 66 PE 1 PE PE 1220.3 - 'O o PE 1216.2 3 PE 1218.5 12219.4 122 20.0 LD �' - /55 G R o' PROFESSIONAL ENGIPEFRS, PLAMEItS k S11tYEY0RS 775M YNZ MID, STE. �009MECLLA G. 92591 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 3 NOTE : _ 1 O 0 1-800-422-4133 SEE EET NO . 6,%��� FL Dors Is t,M Lo We R L.D 9� - 5G -rH�.N N o�-�••,r, ®L D 9 to - 084 G R TWO WORKIM, DAYS BEFORE YOU D G/A-9 RI,F isE mgugrL gz ev Lor C* �EvaF -zs-t� Rif LD95 - 15 GR CONSTRUCTION RECORD DATE BY REV I S I ONS DATE CC'D BENa, MARK Q�p F E S S/pN DESIGNED BY DRAWN BY CHECKED BY CITY 0 F T E M E C U L A DEPARTMENT Oi` PUBLIC Drawing No. 6.. SCALE4-,?-I& RBF EV/sE FoorpmmrLor 58 FRONT A `�/ JL ADEL S. CASAO JL RECOMMENDED BY:�T DATE: IZ-/I�I� WORKS I Contractor SET BACK by L075 Z,& 2! t 56 HORIZONTAL h `c�` l`'= f, PI ons Pre ed Under The Supery i s ion Of REVrsE ELEV. LOT 57 j-:1r 1 " -20' W i No.43090 ACCEPTED BY' DATE: s-✓�'� TRACT NO . 24131 -2 Inspector -3-S RBF REV/,QED PAD ELEV. ?DRAIAMCE SWALE SEE SHEET NO. 1 d Exp. 3/31-M Dote: � NCIPAL EN EER, FOR CITY ENGINEER I ELEV. Lor 57 VERTICALl' C� l` ` MICHAEL A YLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN Date Completed -u-9lo RDF 4 REY/SE FQorpmv7-LOTS 2to r(ac f N/A fF OF C A��E� R.C.E. No. 3090 Expires 3-31-96 R.C.E. No. 47180 -Expires 12-31-99 PHASE V . LOTS 219 25-30 & 55-61 SHEET 5 OF 5 REY/SE MV. f'FG obla ELELOr to/