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1989-9316 R (Plans) 124272 GENERAL NOTES 40 '6,1156 1. 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF OWNER'S CERTIFICATE ^ PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE ZQ �' �... - I _& I - -'uv N� _ 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH G 17Y C7F PLANS. - wr j &-A21-11M STANDARDS AND AS APPROVED BY AN INDEPENDENT SOILS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A i`✓ LABORATORY SATISFACTORY TO THE CITY OF ENCINITAS. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 2 r e0' ' J' ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS iMCI(L �It. !l 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT DETERMINES ARE NECESSARY AND DESIREABLE FOR THE PROPER COMPLETION C1j a per(/ xMm y EI i CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT OF THE IMPROVEMENTS. II iomr i I BOUNDARY. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT - OF - NAY THESE PLANS WITHIN EXISTING COUNTY RIGHT - - WAY WITHIN 60 DAYS - , O- I -�� r/ �; j m ' SHALL BE CONSTRUCTED, CONNECTED AND TESTED HT- OR TO AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH L >N i ► �'" �.�� CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, -f IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH I _ THIS PROJECT OR UNDER MY CONTROL. 2 q( // �� ""' S. THE I AND LOCATION OF EXISTING UNDERGROUND ` •�'. � ,r' � FACILIT TIES S SHOW ON THESE PUNS WERE OBTAINED BY A SEARCH G "A' /IG 41 �� Z Ft ° 1 OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, Fuca4 � wrraeT THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON BY: l �� e , iy/i.eai(�V( DATE: �� �9 90 �� (5 -S (TYP?) 57R[.C70e4Z- � §« � THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE z> L7 r� ET /Ql/ -rrcrr►rnr,raoner ' .V c e l r ;i� PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SY 1/ L / � R �� / �Q a �' ° ' K "�'�a'r - 7x PAW If I SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT avesur M/n/MU M SECT /Ut/: I ' _ rwmn SHOWN ON THESE PLANS. CL/5�7CiC -7f> D /T7M4UN A r C ri! - ----- .,.. / . �. - 3 A. rJ✓F.� f79ft�vEI> (; -_ r _ wK �i - -_ '__ >c'% ¢ "G'(�455 j[ gc� `�' _- rFrsT�' - lrF -_� 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO r "r �--' _"'r ___.,s, BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO m �""'" ""'r' v2n % CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY il / L.. & C�'�/f�/ EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES P�� DECLARATION OF RESPONSIBLE CHARGE f'I 0A 'V/-? �,14LE KEY SUFFICIENTLY B OF ACTUAL LOCATION or tx ISTING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS I` FACILITIES. PROJECT, THAT I HAVE EXERCISED RESONABLE CHARGE OVER THE E / ~ ° DESIGN OF THE PROJECT AS DEFINED IN SECTION 5703 OF THE 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS i ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY lACILITIti AND BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS SHALL COORDINATd NIS WORK WITH COMPANY REPRESENTATIVES. CONSISTANT WITH CURRENT STANDARDS. NOTICE: ALL SLECTIOCAL AND GAS SERVICES WITHIN THIS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS PROJECT ARE "UNDERGROUND INSTALLATIONS" FOR BY THE C 17Y IS CONFINED TO A REVIEW ONLY AND LOCATION OF ELECTRICAL CABLES AND GAS PIPING DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES AND APPURTENANCES CONTACT THE SAN DIEGO GAS i FOR PROJECT DESIGN. 0 /1/nJES'; SEWER SYSTEM NOTES ELECTRIC COMPANY TELEPHONE: 432 -.4252 ACAL ENGINEERING, INC. ber, 1987 Standards of the 8. THE CONTRACTOR SHALL NOTIFY SHE PACIFIC TELEPHONE COMPANY 110 ESCONDIDO AVE. 0206 1. Water works shall be constructed in accordance with the Decem V Olivenhain Municipal Water District. Contractor shall have a copy of the standard PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL STA, CA. 92084 specificatlonsonthejobsiteatalltimes. 1. ALL WORK SHALL BE IN .ACCORDANCE WITH THE LEUCADIA COUNTY WATER COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. CM S /b1' 4-/ ��� 0 DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. � O 3/95 No work may begin or proceed without direction of District's Inspector. Inspector's 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR BOUNDARY ARE " UNDEOG INSTALLATIONS" F NOTICE: ALL TELEPHONE SERVICES WITHIN THE PROJECT 2. i scheduling must be 24-48 hours in advance of work. TO ANY CONSTRUCTION. eq /� /� 7 QCE DATE LOCATION OF CABLES AND D APPURTENANCES CONTACT 3. Where elevations and grades are not shown on the water main profile, top of pipe profile is 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. THE PACIFIC TELEPHONE COMPANY TELEPHONE 293- 48- Inches below center line finish grade of street. 0595. puane INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER "Y "S. - 4. Install a minimum 1 -Inch water service to each lot. Meter to be located S 4 THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE -feet from a side lot . 9 . I T SWILL Lt THE R S ILI LI I O! THE DEVELOPER TO CONTACT w �= line A 3/4 -inch high letter 'W' shall be chiseled in top of existing curb or imprinted In new THE UTILITY AGENCIES, A D V I S E THEN ! THE ! O O P O f E D . _ SPECIFICATIONS. INPROVtMENTf AND BEAR THE COST OF RELOCATIONS, Ii NEEDED. No. 36885 a curb at all water service crossings. a 4r�ghz * rp6/ � J� CfVI �! . Manual air release shall be Installed at all high points and blow-offs at all low points in the 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND S. ' 1 OFCAUF OF THE L.C.W.D. ENGINEER. INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES q E water main profile. Fire hydrants may be used In lieu of a manual air release or blow -off when located o or near high or low points. CONTACT APPROPRIATE COMPANY. 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL LL SHOWN 6. Unless otherwise noted, connections to existing mains shall be made dry. The time and EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE ON THE "A I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS duration of any shutdowns of existing mains shall be subject to approval by the District. WITHIN IN IMPROVEMENT DR R GS ALL SOURCES SHALL BE OR STRUCTURE WITHIN THE AS SHOWN ON THIS PLAN SATISFIES THE District shall be notified two weeks minimum in advance of any shutdown. LIMITS OF THIS PROJECT. LOCATED WTHIN TNt DE I SAN DI -NAY, OR WITHIN EASEMENTS DEDICATED TO THE E COUNTY REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL TY Y Oi SAN DEGO. 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF FGRT .PM.15Z) vAND THE STANDARDS 7. Contractor shall coordinate with District all arrangements for high - lining temporary services POLES ARE FOR PRIVATE STREETS. etc., prior to shutdowns. SPECIFICATIONS. RELOCTED OUTSIDE THE AREAS TO BE PAVED. I 8. Line valves, where required, at street Intersections shall be located on the prolongation of 8 • CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF L IE 66 1 1L DQC /iP'T /Orr/ the street right -of -way whenever possible. BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. f�,C7V LCD/' 7, �C� L:F�.S EtiK/tiJ /TFAS, MRP 848 � DATE 4���0 9. Fire hydrants, as approved by the appropriate Fire District, are to be installed at locations 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH APR /�j 0 D. /' ?Cr�bC R. C. E. �y�c� specified by the Fire District MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF r ,4 `- �Jl�l�l'�101- DRIVEWAYS. Y � VF� K 7 . ME 'STIR• Dt/vC'�• r 10. Contractor shall review all proposed trench work with OSHA A copy of exemption letter or I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON trenching permit, If required, shall be submitted to the District prior to construction. 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET 'AT A Z' / CUT 13oRtiK THESE PLANS WITHIN EXISTING RIGHT -OF -WAY WITHIN 60 DAYS MINIMUM OF 2.0$ WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT Z:/ F J3PAJK AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH 11. All existing facilities which may affect final design, I.e., line Crossings, line paralleling, or DEPTH OF 6.0 MINIMUM• FEET BELOW TOP OF CURB AT PROPERTY LINE, WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, proposed connections shall be field verified. All existing or proposed utNity crossings, or UNLESS OTHERWISE APPROVED BY L.C.W.D. A•C' /� T IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH utilities within 10 -feet of proposed water mains, shall be shown on improvement plans. A.C. 00W J�l/L/ � -ZZ ■ SSY CONTROL. 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE THIS PROJECT OR ENDER 12. All water services for Irrigation, and commercial or Industrial developments shall have an AVAILABLE AT THE DISTRICT OFFICE. � g" j?\/.0 . aEWrE� approved backflow prevention device on customer's side of water meter. Q OWNER: 1`7F�ti/FirjEj� Ll�TTMf�IV �� /°J�Z7<o -0"� -I 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE ��"' - / /� 7� 13. The water system shall be pressure tested In accordance with the procedures In the EXPENSE OF THE CONTRACTOR. ADDRESS: standard specifications. The class of pipe shall be used as the designated working pressure m%?A./ 'y` F /l�E H SAN T for testing all pipe, valves (closed) and appurtenances. Butterfly valves shall be drip4ight at 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE ~t ASSESSORS 200 psi minimum. PERMISSION OF THE DISTRICT. R/)= RF)P U - 40 UK PARCEL 77x)9. 7"3, / )9. CG4- ZZQ- zl 14. Contractor to tie off all valve locations and provide written dimensions to Inspector 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, � :5qx.01cE �� �s.r• Immediately upon Installation of valves. SHOWN ON L.C.W.D. STANDARD DRAWINGS S-12. ,� cvP ,455Er�Gy � 15. The submission and approval of all submittals as required by the Standard Specifications is 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. - V 4Vz - e:;I`F to be accomplished prior to the pre- construction meeting with the District's inspector. 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE �y F,Irp AMC: �c SUBMITTED TO THE ENGINEER OF WORK AND THE,DISTRICT ENGINEER r n pCBS) 0 u�S_ ' wATI/N� t ,4 AS-BUILT a 6EWSF.LINE E � BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH /,,,C • /Y /P7f'1ED Lb7 o uane BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN an Z6CC>QEl[:;I0 F?, - V /L.� c + ' ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT G'H � «-�7 I SPECIFICATIONS. A �� U No 36885 � � No. 36885 � CA °Jz1�8�1 -• WISHBONE VJ( V * UPr t * n Q, �n � n * EMO4,1301eA if 17. SEWER LATERAL TABLE IS ON SHEET NO. 2. �� /�� - ►Z4 - x Jl CIVI_ ��� �'iiOin O� t " `�` V� � ql Z Cu X d / I'yo..0 DgTE 10/27/ � � C /VIL �� 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY � WFf/E.� SITE /MP/E'O�/�ti/7S /°LAC nL/ /CN/ /q /v /�C /� / /G /Pi4L (•� Ar f OF CA�IF� IG D MC/J,E /C. 1PC.,E. 3GW8 >s CRRICa D. M�IJEIL R.C.E. 3 SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, 10885 EUf CALIF D /Si��r sTRNCw.eo 5�c %hG�ous .�u�n�n� �,eawiti /c-,s. BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE Z EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL / ,EX72E.N5/Ot,/ NO• /G liE P �4� PRIOR TO EXCAVATION IT THE PLAN VARIES FROM THE SHORING )� REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER . QROFESSIOh PRIVATE CONTRACT LoNE h , °y SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY" ��`c� Quane,tj j� ORDERS THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR CITY OF ENCINITAS _m t11 �.� 3r No. 36885 �. V�/ �Q ^ . � �' * BY: ^'-"- STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. 4 DEMRTMENIT OF PUBLIC WOWS E TS `� o IN1 ECIV r V Y 4� N E4 cq:,, Jf CIVIL �aQ DRT� II 4 °Jl CITY ENGINEER, R.C.E. 116 DATE 4rLt�G / rr�dc►Ms / /t 3 f CSFb�= ` I OF CAUE C� IG-7 D. Mc / /E/G CE .�BdS � OF \� T. P. /`7 h F,e,E 1966vCY CITY APPROVED CHANGES BENCH MARK CAC c001111!D /NAEX: gM -1701 Ert�N/T sFi � D rcT C A jY w A7,�7f'Ut�,t�iCT OLIVENMN MUNICIFALWATER DISTRICT N". Dt�rietn" Aeerovedb Date DESCOIIPTION: S•TAA/I A9= SRM&arE DISC /N a.• w.. Vic NrT`C MAP AP�xnvm .ar- BY ©As WATER WORKS APPROVAL ���� /"��� tc t+ rJO Ap by:80 ENGINEERING CORPORATION LOCATION: BOO' �/ Qc' 57P. z� /t 9B lC R9NCH� o W = p , - D �,- ,' 0� _ y Con ting Engineer a .r cl,.w.d tw: 1 7--PM. / W b'� -�S /�/ //! �•L r / /O RECORO FROM: 1�OL�. I� y �� G �I f��40 ' !1T C.O. �H .)0� - l 7 � C.E. DATE JOB NUMBER ELEVATION: L i� «win.: D;97E D97L� DATUM: Usc - �'�- W FILE N0. at) r-tXe BM244 + SEWER 035 praR i 7.45 exleT a W WATERMF7 /hl •• rs tiJ>y 7'3Z.'4 "IE (X -� c � 87 '>fJR05 �i � - TC,n�1V L �Ti�` , ` I. 4 ASEME c/r t: ' 0 +' - IpL:Y 4P GallMF:C ° 1NH7IERMF'� FILE MN/ _ °` A. . I�JVVNDKf�lIJ F 2 • I III l N / N�l // - /6. `. Aeo�o �" P ✓.c;, WgTE�2AW/N ,,: QiEl2 J�CD. STL� DwC�. ii D ZZ. F,� SHow Ste. /f49.�8 6 " 7`> OA A.0 ce^1 /1(10. U7 /C-l7Y to /t STW C70e4L �. /N57 �� _ PR2c MRn �. ° L 4D S = / % M M /�/ /MUM 5' _ ¢ CCA56 .2L ED GRADE To DRPIM %3"A•C � q 7 � J a r ! a I/VJT L4 N / GRADES SIGeVGO T/� /+{ib p ,��s _.- Q TY�°iCAL SE'CTiGW 3 .tai SG4GE go / p Mla /N / t(Z7 Ihl67ACL WR L N IrV.STAL -L W H IGH 06 C ( R X•) Lam d , ` x > v at wm W/4 � 87 SEWER LATERAL TABLE �v �. R•?42 S NO, MAIN P. LOT 1. E.@ 1. E.@ 3 65 T . C. SA� Q '' � � S � PAR. 1 338.20 339.30 348.81 40' I+ �� . 'd AR. 2 V` x OG�ti, �o ^ ? - � � _ -_- • 'S- P 328.54 330.20 336.16 18' • �'� (S 2 PAR. 3 336.59 343.21 346.41 22' TA 5 +1 - (S �,) CSR z x 0 3 '� ``. "1 ". °ems l� �. ��• .:; � (7A� 2 aa.00 348.78 4 0' tx x .�in iy.x 1 t 0 T". ' = Y 3 l 4e / , 3 y , i v ° PRIV E CO TN RACT , P A CaZ /.45C' SHEET .� CITY OF ENCINITAS 1 ' �� DEPARTMENT OF PUBLIC WORKS SH`E3ET= No. 36885 1 * Esp.(c * x \ uG ExP * V zo' F71e /FN`J Jt CIV11. / OF a;A�` T.PI� I8�000 r n Q �pIiEssizin ^F15 /3U/CT G /7Y APPROVED CHANGES BENCH MARK Vane No. Desc p DDroved by Date CAL. COORO. /A/DEX 326 -1701 �++� I m Z Q �5 �iCJiLT bcc�K DESCRIPTION: STANDARD B20NZB DfSC IN Aou..,,r w CoAJC ETE MONUMENT E t « 2 UO' _ N09 36R85 � ® EKT�ND WA"f1rRlINS wrgGe'�v Gi e/e feE Am WAR' LOCATION: l\/. OF .STA Z(0/+9872 RANCHO O ,rI CIV ��Q ^ ,nn SANTE FE 20 AI A FBA/CE E /DE D, /484 ErNineer o1 wwM: Chaked by W = 9l f 0F CgUF�� C 1��✓� d✓ V r lr Uls ®RSV /S� SHMPL� RECORD FROM: CO. BEAK/ -I TD30 TRA- / W W ��E7 1 1 �4 /9 I PKD LjpCfm/C / 1 _ 2C ��� 3CoB�j ELEVATION: 17�C. /B DATUM: USC CCa5 p C E.5 �i!Zl da ». W d FILE NO. sue Z i I I 141 4 I r I Q I - - -- - 1 i f { f t 4 f I � I - - -- ' „ } f rr t N, i -i _ - i So V. C. �, +� I , s l9 f' 4e M L - - - - - f m * �• / �} I } I I t I 4 t - V1774 CY9,ZP „ t !9 t , - - I I � AQV-- 7 Y.6 I � ' • P 3131: z15F t - - 1 I 1 m a9 t` 8" ,PV/ w - - ! I ' _ — + f• MF# /N i .. 1 l- f I , t tA TWO I ( t ' } n - - + Z I - , T , B a t ' 2 I / 0/ nF wiFia :TCk q `1 r ✓� t E rar M/A!: z?'` Q' } - - - - - - - - - ;�3. varlTt� t . I to I I c��e��e. u \ � • V I • . 1 v - -t + V vi }} t i 0 l 1 1 1 , A o L, = z78.4z e M Xis �� { 0 6] }- 3 , + t I , } o +oo f +oo 2 + 00 3 +00 q +oo 5 +00 - 6+00 -— - i I I i MFi' /N EXT, AJ /ON N0- /G7 , o,aan y PRIVATE CONTRACT I� y C C SH�EjE A T DEPARTMENT OF PUBUC WORKS S 3 TS ^ I No. 36R85 V �( Exp. CIM �� P� /I /ATE STKEET /M/ PLANS FZ�ie Q v 9�0FCAUE s n� o QROussi N °RS ,8U /CT C /7•`r AF4 CHANGES BENCH MARK CAL. COORD. l�1DEX 326 -/70/ s:+ r 4. F No. Description Approved by Dole DESCRIPTION: S MMPARP 3P_0NZE 015C IN Approved = v COA/CRETE MONUMENT SP! IC11 S No. 36885 _ y C ` *\ E , o � /� * LOCATION: 200, OF ST 1 N A. 2l0/ +98.72 Ra,�cHO - \\ SANTE FE RD, NEAR FEAJCir E SIDE OF RD. Checked 454 E •f •rM: Cneck by: v LYd = \f CIVIL �aQ RECORD FROM: CO. SEAICN �Ta5OZ r ��� /o Z W OF CALIF �Jt b �-�� I 1 4/91 ELEVATION: ' USC # CAS R. C E. Appr Lt n ° 131& R I ca = _ DATUM: C,E?R /G� D N1G A/EI L - S FILE N0. BM24-