Loading...
HomeMy WebLinkAboutLot 1-71 Precise Grading -�- ♦ ". . L LEGEND ST R I N C - RANCH LOT NUMBER GARAGE FLOOR GF=1160.00 TRACT NO . 23125 2 FINISHED FLOOR FF=1160.50 g PAD ELEVATION PE=1160.00 PRECISE GRADING PLANPROJECT INDICATES REVERSE MODEL H �� it UNIT TYPE INDICATES ELEVATION B LOT LINE Hm _ ' T9 CURB 6 GUTTER LOT LINE LLIV. N�Gr�,Yr P►Y SLOPES y y ell B x� SWALE - = I 1� 1160.00 Is'TYP.r Mxctrl Is"ltxu 11 VICINITY MAP SPOT ELEVATION TC ,/� /� WHERE W RE Z NO SCALE HIGH POINT H.P. A A NOTED) C C NO EDI p D I 4 3 DRIVEWAY (/61W/DX) FIRE HYDRANT DCA 6+ y V�Q j K� 9 / 2 STREET LIGHT - s �� s' s' E Is, �1 31w MIN. 3 WATER SERVICE W J J I 4 13 1 9 30 6� GRADING NOTES SEWER SERVICE S o iT Lo 1. ALL GRADING SHALL CONFORM TO THE UNIFORMBUILDING CODE, CHAPTER 70, �Oz M4x �Q wf 1$ 2 25 46 AS AMENDED BY ORDINANCE 457. HANDICAP RAMPS L 23 44 45 A8 05 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE ! 12. DEEPENED FOOTING f CURB %9 2� RO 4� A 49 (04 3. MAXIMUM CUT OR FILL SLOPES - 2 : 1. THIS LOT REOUIRES A BACKWATER ,� 3� 39 5� 50 3 4. PROVIDE 5' WIDE BYV HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ' VALVE PER SECT. 409 OF U.P.C. PER 6 3 5 6 FILL SLOPES OVER 5, HIGH. APPROVED WATER A SEWER PLANS (SEE INDEX MAP) TYPICAL 34 A 4 SIDE YARD DRAINAGE 35 3 3 �.� 62 5. ALL GRADING SHALL BE DONE UNDER THE SUPERYTSION OF A COMPETENT 5 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY NO SCALE ; �j M, PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 9 g8 OVER 1' DEEP. "WN/IV4 9012 8Y �Tkr 4' s'1 - � -VT 6 60 5 6. A REG I STEREO CIVIL ENGINEER SHALL SIIBMI T TO THE CITY OF TEIwE>rl1LA P/L �QATF Bl/fwwo 1 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 5' MIN. BLDG. PAD 12 MIN. ABOVE PAD ELEV. ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. ELEV. fs- MI ) GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES. VARIES 3' MIN. P/L J (�• 2'MIN. 5" 7. PROVIDE BROW DITCH TO HANDLE 100 YR. 0 STORM FLOWS. ALONG TOP OF 6' MIN. Z'M►I,tIMtlM CUT SLOPES. S. FINAL COMPACTION REPORT WILL BE RECUtRED FOR ALL FILLS NEATER THAN 2' 3' ONE FOOT. 7YPIG4 L SECT,(ON 2 1 MAX. 3 INDEX MAP 9. ALL GRADING SHALL BE DONE IM CdNFORMRNCE WITH RECOMMENDATIONS of 12 MIN. PAD ELEV. 2% MIN. 8Z06k klEFMIIVINC- WACC SCALE: I' 200' THE PRELIMINARY SOILS INVESTIGATION BY: 21% M -��- bTE�fwF,W A(- j 1E•�C� SOUTHERN CALIFORNIA SOIL AND MTnC IIS__ ��1►�N- T� - /� TWO SETS OF FINAL COMPACTION REPORT SHALL BE SUB1ritITTED TO TIRE SECTION A - A SEC (3 � 50-� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN Rt" MENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFOR- FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER OPTIONAL MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT 50DECK AND N.T.S. N.T.S. 12.00' FIREPLACE 10. THE CONTRACTOR SHALL NOTIF THE CITY OF TEMECULA ENGINEERING Sp,p� DEPARTMENT, TELEPHONE (909) 6"-.6411 AT LEAST 24 HOURS IN ADVANCE N.T.S. 3zw REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 50.00' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ® ® jrt3 00 EACH LOT. ' i 5' MIN. P/L S' MIN. BLDG. PAD 5' MIN. /L ® e 11. CUT SLOPES EQUAL TO OR GREATER THAN S' TN VERTICAL WIGHT AND FILL 6' MIN. 6' MIN. a 1D 2 ® 4 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 3 MIN. I MIN. I MIN. 3 MIN. 3 MIN. 1' MIN 1� e PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ERO- xxxx.xx >•F xxxx.xx xxxx.xx S I ON AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE MUDSILL MUDSILL MUDSILL 6" M01, PE xxxx.xx PE xxxx.XX xxxx.xx FF XxXX.XX APPROVAL OF FINAL INSPECTION. rooa.XX E XXXX XX 'IDP 10� GF XXXXXXI I JGF XXXX Xx 12. DUST SHALL BE CONTROLLED BY WATERIMG OR OTHER APPROVED METHODS. LIJ 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT t2' MIN. 12" MIN. 12' MIN. �1 LESS THAN 1/4* PER FOOT FOR A MINIMUM OF 3' FEET. 2% WN. 2 I MAX. 6" TYP. 2% MIN 21 MIN. 2 IMAX. �• 14. A REGISTERED CIVIL EI�6I NEER SHALL SUBMIT CERTIF I CATTON OF 8U1'LDtM MAX. I . M T�fo PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVA- TION ( WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. - SE 0 D - D� °� � SECTION C C c T f r TYPICAL OVERALL TOOTPRINT DIMENSIONS 15. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE N.T. N.T.S. I F.F. ELEV. it PAD ELEV. •0.5'; G.F. ELEV. = PAD ELEV. PLANT AT 12' CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER KeVIC21D 1J5 FIEF FA&M 'OF C N.T.S. 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 4 MAG E*46IMeERS TED WITH APPROVED TREES. SHRUBS. OR COMBINATION THEREOF. SHRUBS 3434 ¢TY► AVE -, 554N OI&�O. G4 417,10-S SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMB I NA- (olq" 29°1' 5550 BENCH MARK TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE REVISIONS TO T!✓t IS nAto mcFA m-b Lom IONS TO THI5 PLA PREI RE�7 RIVERSIDE COUNTY DESIGNATtO1V: T-4-BI STAMPED ON ESTI MATE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U. P. C. CHAPTER 10. R. 2TV& SUIr� IS Ibr`1 OF: U DER E 5Ut'ERVISI NOF: 2 t3 I/2" BRASS DISK IN CONCRETE CYLINDER. N0. ITEM QUANTITY UNIT / q r 16. ALL PROPERTY CORNERS SHALL BE CLEARLY OEL IFiEATED tN THE FIELD nR VOR gJ n 1 S 1 ) ELEVATION: 1120.588 DATE: 9-13-82 1 LOT GRADING 171 LOTS x 15 C.Y./LOT) 1065 C.Y. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. AT L. W k I R a - A- - 5.0 MILES SOUTHEAST ON HWY. 79 FROM THE INT- 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE U n d e r g r o u n d Service Alert _ _ - _ SECTION OF MAIN AND FRONT STREETS IN TEMECULA, THE APPLICANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- 41' NORTH OF H WY. 79, 4' WEST OF P.P. 1623426E RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED LAND PLANNING 4877 Viewrid?t Aventm WITNESS POST I' N. OF MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CALL TOLL FREE ARCHITECTURE Son Diego, CA 92123-1667 1-800-422-4133 HCH ENGINEERING 1619) 278-5750 OWNER/DEVELOPER LDJS-rtc6R PARTNERS SURVEYING Fax (6191 278-9258 KAUFMAN 9 BROAD OF SAN DIEGO, INC. A 12626 HIGH BLUFF DRIVE. SUITE 400 SAN DIEGO, CALIFORNIA 92130 1. C)% t'Jf?s?;R TWO WORKING DAYS BEFORE YOU DIG TEL. (6191 259-6000 F -'JIOe -I,7I6R•eq�, DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. CONSTRUCTION RECORD DATE BY REVISIONS ACC'D Mir SCALE L. h, �Ff T.L.W. G.M.R. T.L.W. RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS HLH / AM/OF dl 8�WM 7DLEZ�El1lD 2-T7U4'D-D_ l- �, 4T' '1L 2 C1�4MCrELOT//�fBTbO/ MD z PLANS PREPARED UNDER THE SUPERVISION OF Contractor 1001- AIF Horizontal ADD RCV1 0 V�74G�IVt�E/Z- AS SHOWN EV _ ACCEPTED BY: DATE: ///�1i $- PRECISE GRADING PLANS: M epecfof -/r' B f✓ RE✓�SE PL,4/V,s OA/LOT3 4 64� a i f.7 � � DATE / " 141CPRINVIR L ENGINEER. FOR,CITY ENGINEER TRACT -- 4/3/97 NO. 2 /X fid JV REY/BEIDE OFSLOfES ON LOTS 64,6.S , Vertical TAT L. WAI RAYMOND A. CASEY Date Comptetea UPDATED EXF/RAT/Or!/ DATE. AS SHOWN Of C�`� Na. �O• E " 3/1/" LOTS I THRU 7� "RCE N0. 26433 EXPIRES 3/31/96 R.C.E. � SHEET 1 OF 6 17) 1\10 . 224 2 9 PAR , 3 IM , 147 / 14 106.30' 63.00' 61.50' 61.50 61 50 61. 0 1.50 6 .50 61.50 2.50 2 1 2 - 1 2 : 1 2 . 1 \� X- 0 AC 94. 1 W A-, �►1 s '�� �� o �• +, �" h! \ti -I- 7,43 F� F h o �° `� •Z .8 h 3 " Bd' 3' PVC. 5 - Z � g 5 5, S � 5, O FF 1193.70 i y7¢ 7 6 `L• 11 Ql l } PE 1193.20 1 ' 15 5 3 ' ® 0 6' F ,o y 0 © y Z q 0 p• CR 95.7 F`• 2 KP �' S 14 v " IS , o �, �- 0 5. B 5-aF m 2 5 - 2 J kL' GF 1193.20 0' PE 1196.00 G,'T -OF v 0 p N FF 1198.10 2 Q FF 1199.40 p FF 1196.50 p,Z�OF � FF 1200.60 FF 1201.20 /w9/4 9 TQ PE 1197.60 PE 1198.30 9 PE 1198.90 Z FF 1200.00 98•$ PE 1200.10 Df PE 1200.70 q �. FF 1201.80 `k- G •L. FF 1198.80 FC 6 PE 1199.50 G� �' PE 1201.30 `y �? 5 GF 1195.60 s,. GF 1197.60 73`L. S GF 1198.90 ¢B 5 PL - 5 5 997fL. AP F.L. /ZG-3FL. FS /•7 GF 1200.10 GF 1200.70 S S Bw 9/ 30 GF 1198.Y0 FL GF 1199.50 1 GF 1201.30 vI O '�Z 5 9.3% -2?' S q� •8 a' / ,2 1 ��q �� S 24 . S S 24 ' S ` s 20s �, r, rf 9 1�.GX C•0•�, 0 20 22 1376 ' 11.5X20 10.4% 1 Z. tOx 61.50 13X 1 �. 10.SX 61.50' a1.50' / %07 N °� F`' A °� F`' F`' °� F5 °� F`' N6 10 ��, F5 Vic, 9 C12 9 �C� Apt M 2O �G 10+56.36 11+00 ' 12+00 13+OOV1 A ALVARO ,0 / - - - k1 - - - - 14+00- 15+00 - 4.64 610' M LSA �, 9'8 v �0 v� ��, osJ ��, �, �� �', 20 �► �� ��, .o r� � r�, �� M � �o '1. � 1 � R fp R Fj 9 ro � O 1 'S• 5 �• 5 �• S 5 �• 5 �• 5 6. 5 6 10' �' S 1' S �' S 1' Z 0 5 �• 5 S / coa - W Boa 62.99 63.00 63.00 63.00 I 63.00 1� � 63.00' 63.00 � K � � \ t r / S 22 S 24' $ 22' 20 $ 24' $ Go �, 22' $ 0 61 20 �24 �� �� >> g• � � p tai � �► • Q1Qa5 •9 a b TC •[ • GF 1195.70 GF 1198.60 L GF 1200.50 P Q'( GF 1198.30 L16 94 9 •�• GF' 1197.30 PE 1197.30 GF 1199.80 PE 1199.80 .35 ¢.`L. /200.0 !. (y f 7'� FC ' $ (' FF 1199.70 GF 1199.20 �/ GF 1201.10 PE 1201.10 -� F 1197.80 E 1198.60 • 2 - L � PE 1200.5 CQ I PE 1195.70 PE 1198.30 0,3-Of F 1199 10 PE 1199.20 2 r.L. g 5I FF 112011.16 1 O ?8 O t FF 1196.20 FF 1198.80 CR f.L • S CR C F 1201.00 CC I ' G 20 4R / A 7 5 0 4 `P'.r 24 4 Q 1 8' y .3 Uf 26 BR 1 N op 1 _+1 N 7 ¢ q 25 00 0 0 -A o rL o Li F. ' ^ - o 5 1 � oLJ A f- ♦ � N l N Q /�'7 A O / O L� � °� o ' � ' �• ��I ="� � � �'► ti \tib• � 0' r--. 0' 20' 20' -t �N 6' V ` i- 6 �' may,, V , N o 6300' 63.00'63.00 63. 0SS.67 63.00 63.00 63.00' / �.J I 70.02 1.52' 61.52' 61.52' 61.52' 61.52' 61.52' 61.52' 61.52' Io LI I 1 2 1 20 1 I 3-41e 3 '%�-:-o r6 f' 7 3C' 39 �) �I / r � I I I I SEE SHEET 4 � DESIGNED BY DRAWN BY CHECKED BY DRAWING NO_ CONSTRUCTION RECORD DATE BY REVISIONS ACC'D p4'� CITY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS SCALE �.4�G:�,Tp ,�� HCH � o�rE-,�r. ►� �ao�iv-�nri��w� ,�- z�Zy �s � '� �L.�?� T.L.W. G.M.R. T.L.W. RECOMMENDED BY: DATE: Contractor FI� Y. fLdTS/5;I 7oicE 6eiFS j Horizontal ,` ,��.� L. �b„� y PLANS PREPARED UNDER THE SUPERVISION OF CN.4H 66 LOT i/7a ZC AS SHOWN �•� - 'L ACCEPTED BY: DATE: 7 > PRECISE GRADING PLANS Inspector �1-M � DATE �T / PRINCI AL EF40RIEER. F0C,n ER R TRACT NO. 2 Vertical TA L WAI RAYMOND A. CASEY Date Completed t' p RCE N0. 26433 AS SHOWN Qf ��\F o EXPIRES 3/31/96 R.C.E. No. 41880 E><&es 3/31/1116 SHEET 2 OF 4 I F - M , J J0 . 147 / 14 - 19 J 3 2.50 65.00 5.10 67.00 67.00 6 .00 68.00 I 6.00 84.00 2 : 1E, L-�1y1 l Z I�yZ�1L4+ D�,I NAA£ b"45t M 9► ST •14CA o� \9 V 8 -' I � Tv /Z 3 f6, \ �o /GTo0-w-/Z 3.3� oz. l 6 ew2e� 3 M /J /2,011, A 2 1 �� 0 AR 4 A 4 �' V F 1215.70 0 ' `` FF 1219.00 I 2 A l h /. S o Z 1 :rl 1 FF 1202.40 FF 1203.50 Oq 5 l• IZ�L w FF 1209.10 0' FF 1212.30 E 1215.20 p 1777-0- 5 PE 1218.50 yl• PE 1222 Z4-0 1- so �--� 0.3-'RP PE 1201.90 v! $ PE 1203.00 PE 1205.50 • PE 1208.60 10 b PE 1211.80 17•Z -� /�5r� 0 5 S, �L, FF 1206.00 GF 12 5.50 Q. �L FF 1 FF 1225.6 GF 1201.90 00 3 0,0.0 `C O �Y� /ZO 8• GF 1208.60 10.5 .L P� GF 1215.20 5 GF 1218.50 I Z F j. i2c� .� 2 . FG- PE 1225.1 GF 1225.1 I o II� 5' GF 1203.00 ,o ��, �,3 3 5 GF 1211.80 �/3 OB 2177 Z GF 1222.4 0. q IZoo 02 1.4an LT FL• ` 28 R o�3 d� �, S S �' , S S 21 24 \ 22 20 22 20' s \ S 20 22 S 11.87 129. 11.59 v' , 9.5% � 12.87. 8.9 11.476 s � 12.57. 62.50' ��.01' 65.10 67.00' 67.00' V 67.00' 68. 71cu °� F`' ' N6T10` F5 N0 �`� 9 N F�, F`' F`' F`' '` F`' '` F`' '� F`' '� �`� N c, 'L�`' �`' `t1F N -T rri 0 W �G ZO �G �G /ZS Ili Ir1Z41 14 . G. 'C• mLi /D I 16+00 17+00 I � ' 18+00 19+00 20 00 21+00 04,do 9 1 Vk I I I t1k -410 (/) 20' �0 C, W rC, VIA 0" ALVARO r0�l�� rcc, o 1,114 rC, Irl T W 1 uj 6 0• °�� 5 '�� k� 5 5 h 5 1� 5 1rO 5 'Lk S 'SfO 5 kk 5 'o c 9k 5 - DCX Boa 63.00 69.00' 72.00' 70.02 70.01' 72.00 81.80' rPt K � La 76.9 T 0 20 0 22 O 20 .'t•I h w S Q/G H 2# S $ `� 28, S S °' 28. $ 22 S °° U 2 : 1 < % GF 1202.00 l ,(, .L • 1 - 1203.50or FF 12 7.60 GF 1207.10 •� FF 1221.20 GF 1220.70 PE 1202.00 7 PE 12 7.10 G GF 1209.80 FF 1214.40 GF 1213.90 PE 1213.90 171 GF 1217.L0 Rl. PE 1220.70 1 �O S f�_ 5' f L . S IFF 1202.bU ,Q. '�r G PE 1203.5 !Z 4 3 `� FF 1209.80 3 G PE 1217.40 ti FF 1204.00 2 PE 1209.80 L . 15,5 S Of FF 1217.90 F 2 BR 8� pl • 2 N 28 O + Li ® Z N O - 1301 o - S O �Q. CD �Q m ors-Z 1r1 - O o 26 a c . N- 72.00' 71.02' �1 ' o (� \ �• N 70.26IN 70.28' ? 43.33 18.77 123.25' 48 J 63.00' 63.00' 0 69.26 62.12' 56.73' 104. ' 61.52' 27.50' 34.0 2 1 2 r 2 : 1 4 A A /r _ l 2 : 1 ,tse�. ze r- T T r /�, L D QS -/ZO isk RAC 231 - 2 SEE SHEET S L D95-= cascR -22 R O DESIGNED BY DRAWN BY CHECKED BY C DRAWING NO. CONSTRUCTION RECORD DATE BY REVISIONS ACC'D ATF SCALE ��" CITY 0 f T E M E C U LA DEPARTMENT OF PUBLIC WORKS �-7{► G Nue W 05 -1- Z'+ 1'r �,� L. �tic T.LW. G.M.R. T.LW_ RECOMMENDED BY: DATE: ;�.'f _1� Horizontal '� '�i PLANS PREPARED UNDER THE SUPERVISION OF Contractor 3 � O � PRECISE GRADING PLANS O-II- W EV/.5 E O[.4 A/ On/ LOT 4 9 � 1 AS SHOWN �• E _ ACCEPTED BY: DATE: / 1h =� PRINC AL ENGINEER. Fo �n � TRACT NO. 2 EXP�,-�Inspector � paw ' Vertical t �+� AT L. WAI RAYMOND A. CASEY Dote Completed AS SHOWN Ck. RCE M0. 26433 EXPIRES 3/31/96 R.C.E. No. 41880 EYpfrev 3/31/96 SHEET 2 OF 6 SEESHEET2 TR 23125 - 2 2J 21 22� 23 1 J� 4 25 26 2 / I I I I I 85.67' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 70.02 61.52' 61.52' 61.52' 61.52' 61.52' 1 61.52' 61.52' 61.52' 27.50' 0' 20' 20 0' 2 : 1 2 : 1 2 : 1 2 : 1 6' I 6' I 14 � I t I I �1- �7Y %r4 Ch CD 4 cyl .1bb -fib 1_n - I S - P S � � �' • I ji 4a..3. 40, , , . �7 � . 38 ��I I � 39 e ,�, 236 1 AR n 5 /t=D.F 5 Q CR Cv,S �` OLGF + FF 1177.50 �� pFF 1179.30LD eR D�'D t' v 3 'D.t- e L I F 1175.50 �� 2 3 'D•� FF 1178.20 FF 1178.70 PE 1178.80 ZFF 1174.80 0�"� FF 1176.10 U `�. PE 1176.30 PE 1177.00 O. PE 1177.70 PE 1PE 1175.00 PE 1175.60 �j• FF 1176.80 ti �. .. .4.00 �!� • PE 1174.30 5 3 l ��• , h .q f y GF 1178.80 I �•V Q.L 5 2 •L . 177.00 5 . FF 1174.50 GF 1174.00 •� GF 1175.00 ��,� GF 1177.70 GF 1178.20 VQ r;, D p GF 1175.60 5" GF 1176.30 +" 1 r� \ GF 1174.30 13 L . L,7 `L• � ,B ✓ ` 1�y �� L� �L' � .3 p 62 �(t. � S I 9 3 O \ s 22 \ I n S \ / / :L • tai' .p (a� a' � 24 S 22 20 / 1 I S 24 22' S 20 9.1% 11.OX 61.50' 61.50' 1 11 �8.6X � X24' S 22 S 9.0% 9.276 � 0' 9 61.50 61.5 1 i I 6.4X 7.176 9.17E l , ! 6. 1 -, 1.50 8.6X 1 1 61.50 6 g- �• ro• 1 1 \ 61.50 1 � 5' '1 '1 '1 55.00 r 61.50 R. b k h 1 �, 5 Q .�. - LO 1-14 C3 I 6 ,�� G , �G 15+00 - 16+00- �G112+00 3 J+00 -- 14+00 CORTE YACA 1 10_00 11+00 lop V) • 9 8r �? �L rc ?� 13IA1- - -/e ig C, 6 0 TC .� 0. is ? ui � �1 WI D04 � F 5 I � � � 5 �- • >j �� �� � 62.00' / 6 .00' 63.00 63.00' 9.5l. 62.00' 62.00 2 11.5% / 7.5% 110.0% 1 2062.00' 2� 6.4X NNI 20' �'F1 $ 24. 2 ' S S I �g�� -` 67.00' 10.OX 000 6.4% �� 11.0% 20. 24' ­OF S � $ �,J I � s �' 17.1%`� 22, $ 4, S N �� $ � J U , 10Y24 S Z 7�r S •+ � ' GF 1179.00 '1 I 74 /� GF 1177.20 ` . 72.6 F.L. _ 6 �I(►•9 GF 1178.40 S t GF 1175.9 + 5 76. Tae: I Z 77.8 TdB. � IF 1174.70 At. �6•r F�_ GF 1177.70 PE 1177.70 7 � - FF 1179.50 .�,0UFF 1176.90 GF 1176.40 PE 1177.206 FF 1178.20 77• F.L. PE 1178.40 , 5 I (�V 70 FF 1175.70 GF 1175.20 PE 1175.90 PE 1176.40 ,...3 PYC 177.70 PE 1179.00 FF 1174.20 GF 1173 • � FF 1178.90 D.3 �� PE 1174. 0 PE 1175.20 (��N 3y G FF 1176.40 1�'� Lo 3 _�F » FF 1 9R 5 0. i CR Q "Df A ,� �") I • I PE 1173.70 2.7 FF 1175. 0 5 7 1� S CR o fi, + 4 , 2 3 Or. cJ cJ 4 CR Z 2 _5 2 A F5 I 5 of F4 3 u+ 0.2'DR S I t �`�•� 4 03'�f r, p.Z-Df C 9 F.L. y OZ cr � `1 L A 61 AR s C� O li S o 0 � N N Li 77. 1 r&8. . � ' 7B.Z 76B. 0 IJ j C) G .G. I N ' N ,�� INlF N \ \ /NL N ' \ 75.9 �y4 \\ ��' �\ �Q. e yP 7 N � . r T l`y o u `� \�� •� 0I 63.00 o ^ 7$ b 63.05 / 0 �s y '`G '2 11 62.05• 62 .00' 62.00' \ 62.00 ` I 7 62.00' \ p _ e2.00 s2.00r 'ti Y RA J\10 . 23125 - 1 MEM 24 6 31 E35 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D 9LDESIGNED BY DRAWN BY CHECKED BY DRAWING NO. �r LECOMMENDED BY: DATE: . •/� CITY OF T E M E C U LA DEPARTMENT OF PUBLIC WORKS SCALE � h HCf/ , D - �AND /�.4s, �L1►Ni'r � r Y T.L.W. G.M.R.GMRT.L.W. „� �) Contractor AGY)PdCD09/NS 1�lElF�PETI�Y.4[LS L013 51_VAq Horizontal �.. ,�!►� E' h'.� PLANS PREPARED UNDER THE SUPERVISION OF AS SHOWN NM26M � LACCEPTED BY: DATE: / � 9� PRECISE GRADING PLANS Inspector E.�1-a � Dq� l vf�j�T PRINCIP � EN ER FOR ITY ENOMM TRACTVertical '+ TAT L. WAI RAYMOND A. CASEY NO. 23125=2 Date CompleteAAS SHOWN Of CA����� RCE NO. 26433 EXPIRES 3/31/96 R.C.E. No. 41880 Expires 3/31/96 LOTS 34 THRU 42 AND 61 THRU 53 SHEET 4 OF 4 t TR 23125 - 2 SEE SHEET 3 ' 29 43.33 30 ; J 32 SEE SHEET 6 70.26' 72.00' 71.02' � Sr- 18.77 123.25' 70.28•2 - 69.26' ' 56.7,31'104.48' 63.00 27.50' 34.0 62.12 4� �?•• v O• 2 . 1 p�h• / 2 1 2 g an 4 2 �9� 46 3 TC N 6V Q •� S 1182.001 t KP R 27' / '/ °l° C / , FF ♦ 08 S' � � F 1181.50 NO G Fs 44 0.2 PE 1181.00 GF 1181.50 1 � 2 GF 1181.0 FF 1181. 0ev to FF 1179.90 FF 1180.50 V� PE 1179.40 PE 1180.00 .0 5 29' �\ ��d �,8��� \ V- G. - FL. 'kI FL' 20' GF 1179. GF 1180.00 ✓ � � \ t x� v / / 40 .5 ff 7.6%1 21 �� S ���. I - w .1C 22' S '0000PZ 8.6% 9 1 .67. fL=23.9 i . 00 S 5 61.50 38.27 0• i .�1� /'�13• N r�� / 1 79. ./ S A FS CA • TC 9 1'11 '�,�� \ �1101 17+00 ..� ui C RTE 17+ 1.17 ,,��• Cb W - 16+00 _ 1 r I_� _ - (G �► YACA V) 17 111 1 7? 9 4' 27' v I ^ 29 ui ui 1 FS 63.00' 18.77 L: .3 F 78. ; '�� �`< ` �. TZ•S ?p �� l l 10.07. � 03 ?9 ��' FS 28 22 S S 97 O% �0.• GF 1179.70 h^ 6.8 2 �(. �(• o N GF 1180.30 PE 1179.70 F`• Qoi 1 FF 1180.20 �9,DI.L ,7 S 4� a ' FL I� 1 � � � 1 1 0Z'QF CR `�• 8 5 PE 1180.30 GF 1180.60 PE 1180.60 1 9 ��0�0. . 72.2 W g I J 7 1 M FF 1180.80 . 7'93 F 1181.10 .o.B.Ln 7 `9 ?�' 0.6 16 ' ZS 1 r• �� f• I Li ,,p� \� n u� "l 92.21' 23.28' b 63.00' 63.00' 66.00. - ca I I I opo 6 CIO OPEN LOT 44 00 _ 69 M,,_ MSIOWS ,M fl • Z TRACT 1\10 . "13125 - 1 N13 246 / 81 - E35 ti 63 SEE SHEET 6 A 1A T-L. trW gcI 4M3 McF.341-0o VATV AI CONSTRUCTION RECORDHATE BY REVISIONS ACC'D SCALE ew QK- ' DESIGNED BY DRAWN BY CHECKED BY r DRAWING N0. 2�s HGS/ Q�LE1FRElWALL -LOl� 1D �/� 4• . r+•w �Z ',� L. T.L•W G.M.R. T•L.W RECOMMENDED BY: DATE;j-I-� - CITY O f T E M E C U LA DEPARTMENT OF PUBLIC WORKS Contractor EL�V Cels G5�6GTc &V& W4R4�S Horizontal '� 7/ = PLANS PREPARED UNDER THE SUPERVISION OF 040 W REV/SERLAWS ONL075 64 i"f5 opo/fr � In IN 143 PRECISE GRADING PLANS AS SHOWN 'L �L ACCEPTED 8Y: DATE: I 1 �{ Inspector f-� 91f w ,ff- SETI7EQFSLO/°Z.SDA/L0736�65 41 ���� � Dam 'Z rT �/ MiMC1PA ENOWER, FOR ITY ENdMEfR UPLl9TE0 EXP/SPAT/OM 0.4TE A Vertical l * TATWAI RAYMOND A. CASEY TRACT NO. 23125=2 Dais Cotrrpteted �� \EO� � AS SHOWN CN- RCE NO. 26433 EXPIRES 3/31/96 R.C.E. I%. 4"1880 Expires 3/31/96 LOTS 43 THRU 52 AND 64 THRU 67 SHEET 6 OF • P . M . 1\10 , 22412911 FAR , 3 J41 B , 147114 - 19 A � C [' �D 6.00 84.0 111.19•• --` I c U d M N:1f R V ` M ZIN g cn E w G 37.g lti�� t 3 p✓G toCIO 3 , -_ R• I 1"' / . N T(;. Z3 E 6 0' 113.95 �\� .�� = o /�w. 0 _ o. 4 cn v *i 3a L Z 1 31.9.�'� // 0-8 2 -4 TR 23125 - 2 < 00 v ,th � �I• �� SEE SHEET 5 k .\ N NLL. I Ia Irk, a ' �7^.3 Es I I I ,* '. 130.10' m ,Ng t t hZ/1 rd�p . , 55.39' z. I40 .y �J �7v � 25''T I I 1 Ln 14 ' h - � T (Z t- _ o �j — ??88' til N LS� A'L'L ti\- ILI ��� � g I �► I �-S� VIA - zs �, El LI _nf- —-—-—- I o. — S I 0 to 2+00 s � ALVARO �— 130.10 M 200 22 ILI4 I V) I C' .7 1 81.80 Law 7 CIO ,o o 1 C .S 0) CIO I — I 0 I I CIOn. I LL a N OB.y ✓ o 08� � ' � � l � �� G' G' o � cryo �� � � / h 0.7 D H � � , �• 1 0 2C h , .� CQ � Z ��°°, � T1s io • 0 � 24' S• � 3 5 / � / V 1► I VIA CHAPPAROR \Q 66' .r - I + 6 / 22' / - - _ _ �� / 22 TR . J\J 0 . 23125 - 1 6 M . B , 246 / 31 - 85 ��. & •. 67 ti SEE SHEET 5 TR 2 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D �; �` ` DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. -z6 HLH E sEc_ ZW 'A-A ' LoWff 6.�EIEC_ #A/ rt.L va /1� SCALE ��' L• �c�� T.L.W. G.M.R. T.L.W. RECOMMENDED BY: DATE: _ CITY OF T E M E C U LA DEPARTMENT OF PUBLIC WORKS Contractor Lo f 48 7/ *,flC-Z&E alklHorizontal �v qPM �� `z; PLANS PREPARED UNDER THE SUPERVISION OF +y. Z PRECISE GRADING PLANS AS SHOWN NO.low "' - r,L �� � ACCEPTED BY: DATE: Inspector # �'� �`' DAT PRINCIPL ENGINEER, FOR ?1n EN01INEER TRACT NO. 2 Vertical TAT L. WAI RAYMOND A. CASEY Dote Completed AS SHOWN 4f CM.tEo RCE NO. 26433 EXPIRES 3/31/96 R.C.E. No. 41880 Expfes 3/31/96 LOTS 62, 63, 68, 69, TO AND TI SHEET 0 OF 6