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HomeMy WebLinkAbout0850-72_Baseline Avenue/Almeria Avenue - Sewer Project_8.0• PFEILER & ASSOCIATES ENGINEERS CIVIL ENGINEERING • SURVEYING 612 N. DIAMOND BAR BOULEVARD • DIAMOND BAR, CALIFORNIA 91765 TELEPHONE (909) 860-5850 • FAX (909) 860-3967 11111111111111111111111111111111111111111111111 TRANSMITTAL 111111111111111111111111111111111111111111111111 TO City of Fontana 8353 Sierra Avenue East Annex Building Fontana. CA 92335 GENTLEMEN: 1 DATE: March 22. 1995 JOB NO.: 92063 ATTENTION: Yousuf Patanwala RE: Baseline - Almeria Sewer WE ARE SENDING YOU I ATTACHED ❑ UNDER SEPARATE COVER VIA BLUE LINE PRINTS Set Prints Cut Sheets Set Ties Mail MICROFILM PRINTS MYLAR REPRODUCIBLES THE FOLLOWING REMS: SEPIAS OF III 11111111111111111111111111111111111111I11111111111IIIII1111111111II111111IIIIIIIIIII1111111111111111111111111111 THESE ARE TRANSMITTED AS CHECKED BELOW: / El FOR YOUR USE El PER YOUR REQUEST 0 FOR YOUR APPROVAL F01a YOUFAEVI�W/ / ❑ COPIES TO: Z%. FROM / Mark P. Pfeiler,, Vice President CIVIL ENGINEERING.:'!.:.SURVEY:IN c.: ;,DIAMOND BAR :612 N. Diamond Bar Boulevard • Diamond Bar, Califomia 91765 Telephone (714) 595-4077 • FAX (714) 860-3967. ; •.. SUBJECT: CORNER RECORD, CENTERLINE BASELINE AVENUE, BEECH TO'ALETA" FONTANA, CA. TRANSMITTED VIA: FOR: REMARKS: PRINTS REPRODUCIBLE YOUR USE CHECKING INFORMATION PER REQUEST FILING CC: SY: � yy_17/ PFEILER vASSOCIATES, ENGINEERS INC. DOUGLAS R. SMITH L.S. OF 16 ti'J5 C%rne record does `tC F: it j FIECCRE) Q' SUhv': 'i l l LAND ACT County of San Bernardino DOCUMENT NO. EPWA/Land Management Department OFFICE OF SURVEYOR CORNER RECORD COUNTY OF SAN BERNARDINO,/CALIFORNIA SEC. / , T. � �% , R /� % , 1./ ��//A�1��/�� MERIDIAN CORNER TYPE: COORDINATES GOV'T. CORNER Et CONTROL ❑ N. MEANDER ❑ PROPERTY ❑ E. RANCHO ❑ OTHER ❑ ZONE DATE OF SURVEY: 2'� 4 ,9 �93 ELEV. CORNER — LEFT AS FOUND ❑ FOUND AND TAGGED ❑ REESTABLISHED ❑ REBUILT Q PHYSICAL DESCRIPTION OF CORNER FOUND: EVIDENCE USED TO IDENTIFY THE CORNER �G��_ Z2 �i� /A� >�-/ G�O�F/Ci .��,2 G��, c%ei2U / Z7 ��,e .5f-O7/7l_ 7i�r� o�ir /4=7,/2 To /2/1-7/c770.c,/ PHYSICAL DESCRIPTION OF AMONUMENTS REBUILT, PERPETUATED OR RESET 2�f rT 2 72 1 ,c� ff' �4Q //t/ 2 r /, /z?' <177Z7 'C770(/ A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS, OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1. THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR (OR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED. 2. A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY, USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY, PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER. 3. A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS, AS SAID CORNERS ARE DEFINED IN THE "MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES" OF THE BUREAU OF LAND MANAGEMENT. THE IDENTIFICATION OF SUCH CORNERS SHALL BE, IF POSSIBLE, IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS. 4. AT THE OPTION OF THE SURVEYOR OR ENGINEER, A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS, PROPERTY CONTROLLING CORNERS, REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT. 5. THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT. UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE, THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYOR/ENGINEER OF SUCH FILING. 6. CORNER RECORDS SUBMITTED FOR SURVEYS WHICH, UNDER SECTION 8762 OF THE LAND SURVEYOR'S ACT, REQUIRE A RECORD OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR SUCH RETURN. 7. CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN, BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION. 8. A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE. PHOTOGRAPHS AND/OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED. 14. 1 2935.469 Rev. 10/83 SHEET 1 OF 2 CORNER RECORD • DOCUMENT NO COUNTY OF SAN BERNARDINO, CALIFORNIA s�f /I/. 5T /i-2 Evc. Tree ,BAS'EG//c%E — Leo" �Jvev /, O' !-/E.s'7- o•=-' MARK P. PFEILER Ex p./Z -3/--G No. 5959 s3so. sv,�v U/t. 3, o - /,c./ P `Z3/2/Z 49E /N ',SSA 708� LGzs'� 7 sort/ r1/2-r/c /i o/v 2ESET 2%~ ,<. -ca.r s• siq/=, /; 2 "- /, 7?UJ4 SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON / AND EXAMINED AND FILED 19BY SIGNED 19 s3 C TITLE L.S. NO. COUNTY SURVEYOR'S STATEMENT * NOTICE Filing this corner record doescO County of San Bernardino DOCUMENT NO. relieve you of filing a R- EPWA/Land Management Department • SURs required by LANwhen RIVEYORS Aril- t OFFICE OF SURVEYOR CORNER RECORD COUNTY OF SAN BERNARDINO, CALIFORNIA SEC. / , T. / // , R �o %C/, LLB/✓ is /✓f�.�-�/No MERIDIAN • CORNER TYPE: COORDINATES GOV'T. CORNER Y4 CONTROL ❑ N. MEANDER ❑ PROPERTY ❑ E RANCHO ❑ OTHER ❑ ZONE DATE OF SURVEY: 447 /42,-iC, 1/4.5 3 ELEV. CORNER — LEFT AS FOUND ❑ FOUND AND TAGGED ❑ REESTABLISHED ❑ REBUILT 4 PHYSICAL DESCRIPTION OF CORNER FOUND: EVIDENCE USED TO IDENTIFY THE CORNER 2-i� PHYSICAL DESCRIPTION OF MONUMENTS REBUILT, PERPETUATED OR RESET �•��.�j '/A =//G A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS, OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1. THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR (OR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED. 2. A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY, USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY, PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER. 3. A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS, AS SAID CORNERS ARE DEFINED IN THE "MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES" OF THE BUREAU OF LAND MANAGEMENT. THE IDENTIFICATION OF SUCH CORNERS SHALL BE, IF POSSIBLE, IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS. 4. AT THE OPTION OF THE SURVEYOR OR ENGINEER, A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS, PROPERTY CONTROLLING CORNERS, REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINFER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT. 5. THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT. UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE, THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYOR/ENGINEER OF SUCH FILING. 6. CORNER RECORDS SUBMITTED FOR SURVEYS WHICH, UNDER SECTION 8762 OF THE LAND SURVEYOR'S ACT, REQUIRE A RECORD OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR SUCH RETURN. 7. CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN, BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION. 8. A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE. PHOTOGRAPHS AND:OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED. 14,12935 469 Rw 10.83 SHEET 1 OF 2 CORNER RECORD •DOCUMENT NO. COUNTY OF SAN Er:RNARDINO, CALIFORNIA / , 20 "E�IG'. CS.�3 4;zo/�///6 G /.vGt/ ' /il/O .4iv227.43 ) A c1/5 /ti P"=.7 ,oE.� s F.0 qpi // G COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON / . C/�i'C' • - AND EXAMINED AND FILED 19 BY TITLE 19 (gJ SIGNED SURVEYOR'S CERTIFICATE / L.S. NO. Gl� COUNTY SURVEYOR'S STATEMENT SHEET 2 OF 2 * O iCi 2 >, Filing this corner record does 1ti' ` f ir,, ��'�CORD 0 re;2•,•e you of � SUR\' HY when It is required by the' LANE' SLii1VEYOkS / CT County of San Bernardino EPWA/Land Management Department OFFICE OF SURVEYOR CORNER RECORD • DOCUMENT NO. COUNTY OF SAN BERNARDINO,�CALIFORNIA SEC / , T / �� , R .�� , VL%i'/ •e_�iti,47. J MERIDIAN • CORNER TYPE: COORDINATES GOV'T. CORNER ❑ CONTROL tk N. MEANDER ❑ PROPERTY 0 E RANCHO 0 OTHER ❑ ZONE DATE OF SURVEY: 2o/4-',"5 . - 3 ELEV CORNER — LEFT AS FOUND 0 FOUND AND TAGGED ❑ REESTABLISHED El REBUILT PHYSICAL DESCRIPTION OF CORNER FOUND: EVIDENCE USED TO IDENTIFY THE CORNER V p 7 rt/cv c 0� 7' ..E,‹ f A I JT/ <-, t/ PHYSICAL DESCRIPTION OF MONUMENTS REBUILT, PERPETUATED OR RESET LoZ A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS, OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1. THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR (OR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED. 2. A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY, USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY, PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER. 3. A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS, AS SAID CORNERS ARE DEFINED IN THE "MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES" OF THE BUREAU OF LAND MANAGEMENT. THE IDENTIFICATION OF SUCH CORNERS SHALL BE, IF POSSIBLE, IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS. 4. AT THE OPTION OF THE SURVEYOR OR ENGINEER, A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS, PROPERTY CONTROLLING CORNERS, REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT. 5. THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT. UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE, THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYOR/ENGINEER OF SUCH FILING. 6. CORNER RECORDS SUBMITTED FOR SURVEYS WHICH, UNDER SECTION 8762 OF THE LAND SURVEYOR'S ACT, REQUIRE A RECORD OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR SUCH RETURN. 7. CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN, BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION. 8. A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE. PHOTOGRAPHS AND, OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED. 14, 12935 469 Rev. 10.113 SHEET 1 OF 2 CORNER RECORD 11, DOCUMENT NO. sI ,J?,• it.' J& /ce .Erx: Tree '' U/z ND MARK P. PFEILER L o Exp/2-3/—JG* (11 No. 5959 OF cm-``` COUNTY OF SAN BERNARDINO, CALIFORNIA OR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON / (J / 7 AND EXAMINED AND FILED 19 19 � / BY SIGNEDTITLE L.S. NO. COUNTY SURVEYOR'S STATEMENT '4) 5 E7 /- /c/-.7 z;7,:? // `2z84 of s� ,eeCrW7 cs ,s,9s,9 ,z /l/= /5& '7//E COUNTY SURVEYOR'S CERTIFICATE SH"T 2 OF 2 " NOTICE * County of San Bernardino Filina ttlfs cola r record does nor. EPWA/Land Management Department j•Y)v1 r,# Blinn a RE -CORD OF OFFICE OF SURVEYOR .LA "CT CORNER RECORD DOCUMENT NO. COUNTY OF SAN BERNARDINO, CALIFORNIA SEC. / , T. / , R. , (/.427t/ MERIDIAN CORNER TYPE: COORDINATES GOV'T. CORNER ❑ CONTROL 'Dt)C N. MEANDER ❑ PROPERTY Cl E. RANCHO ❑ OTHER ❑ ZONE DATE OF SURVEY. 22 1.93 ELEV CORNER — LEFT AS FOUND ❑ FOUND AND TAGGED ❑ REESTABLISHED ❑ REBUILT PHYSICAL DESCRIPTION OF CORNER FOUND: EVIDENCE USED TO IDENTIFY THE CORNER x/o 28� Ti.�A � �'2,�i�•� /GuJ PHYSICAL DESCRIPTION OF MONUMENTS REBUILT, PERPETUATED OR RESET / / G) (.1?, .5: A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS, OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1. THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR (OR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED. 2. A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY, USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY, PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER. 3. A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS, AS SAID CORNERS ARE DEFINED IN THE "MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES" OF THE BUREAU OF LAND MANAGEMENT. THE IDENTIFICATION OF SUCH CORNERS SHALL BE, IF POSSIBLE, IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS. 4. AT THE OPTION OF THE SURVEYOR OR ENGINEER, A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS, PROPERTY CONTROLLING CORNERS, REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT. 5. THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT. UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE, THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYOR/ENGINEER OF SUCH FILING. 6. CORNER RECORDS SUBMITTED FOR SURVEYS WHICH, UNDER SECTION 8762 OF THE LAND SURVEYOR'S ACT, REQUIRE A RECORD OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR SUCH RETURN. 7. CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN, BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OE SUCH INFORMATION. 8. A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE. PHOTOGRAPHS AND/OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED. 1412335 469 Rev 1083 SHEET 1 OF 2 CORNER RECORD COUNTY OF SAN BERNARDINO, CALIFORNIA DOCUMENT NO. 19 ,_93 SIGNED L.S. 0P .".E. NO. �r�a ‘) g . 7' ,ce /FP. X/= /3 36 7o 54E r AND Sci'e� P. PFEI LER 0 J * 1Exp•/2-3/ ...9 * (.P No. 5959 OF A\-\�O e zs--7z "/ L, s 55:519 sc�7�zTir�T.G. SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON / (J E' 7 AND EXAMINED AND FILED 19 BY TITLE COUNTY SURVEYOR'S STATEMENT SHEET 2 OF 2 * NOTICE * Filing this corner rccord does not County of San Bernardino rrciieve you of filing a RECORD OF EPWA/Land Management Department SURVEY when it is requirea by the, OFFICE OF SURVEYOR LAND SURVEYORS ACT CORNER RECORD DOCUMENT NO. SEC. COUNTY OF SAN BERNARDINO, CALIFORNIA , T. / �% , R CJ.�f✓ ,0-.•& i(/O MERIDIAN CORNER TYPE: COORDINATES GOV'T. CORNER ❑ CONTROL Cg. N. MEANDER ❑ PROPERTY ❑ E. RANCHO ❑ OTHER Cl ZONE DATE OF SURVEY: G47 //c 53 ELEV CORNER — LEFT AS FOUND ❑ FOUND AND TAGGED ❑ REESTABLISHED ❑ REBUILT PHYSICAL DESCRIPTION OF CORNER FOUND: EVIDENCE USED TO IDENTIFY THE CORNER PHYSICAL DESCRIPTION OF MONUMENTS REBUILT, PERPETUATED OR RESET A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS, OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1. THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR (OR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED. 2. A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY, USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY, PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER. 3. A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS, AS SAID CORNERS ARE DEFINED IN THE "MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES" OF THE BUREAU OF LAND MANAGEMENT. THE IDENTIFICATION OF SUCH CORNERS SHALL BE, IF POSSIBLE, IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS. 4. AT THE OPTION OF THE SURVEYOR OR ENGINEER, A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS, PROPERTY CONTROLLING CORNERS, REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT. 5. THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT. UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE, THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYOR/ENGINEER OF SUCH FILING. 6. CORNER RECORDS SUBMITTED FOR SURVEYS WHICH, UNDER SECTION 8762 OF THE LAND SURVEYOR'S ACT, REQUIRE A RECORD OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR SUCH RETURN. 7. CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN, BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION. 8. A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE. PHOTOGRAPHS AND OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED. 14. 1 2935469 Rev. 10,83 SHEET 1 OF 2 CORNER RECORD 11110 DOCUMENT NO. COUNTY OF SAN BERNARDINO, CALIFORNIA A22.' Avx, Z 7< �o a /7 4577"vc750i7 Sep /"/, /? , s S5s9 A' A/= /536, 6.97E • SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON / AND EXAMINED AND FILED 19 1993 BY SIGNED " �� � TITLE L.S. V;4 ir.4_,.C. NO. st sef/� re:%/e ,Uo /i/ ,2•2 ,t/o/-744 ,mace 78' COUNTY SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S STATEMENT SHEET 2 OF 2 PFEILER & ASSOCIATES ENGI•RS CIVIL. ENGINEERING • SURVEYING GRADE SHEET i TYPE OF CONSTRUCTION 6-6S0 n- JOB NAME aii-D-4^1G-_ Wea'SHEET / OF DATE ‘-// 93 JOB NO. 5Zot3fe'IRACTNO STREET Pae-1-1I-)� Q Z GRADES FROM SHEET NO. 2 ars DATED 402--APPROVED FOR CONST. DATE BY GRADES FOR FL -OW L►�� STAKES ARE SET Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. GRADESCALC'DBY I DATE ELEVATION 9.0 7 /785 STAKES SET BYGRADES CKD BY m CUTS& FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES I0-t0553 6t.12 i/7,90 /a22 �0I � I `irk 62.92 I,5S /7.37 ID--ZS 6/.25 43.02 /023 /`fi'76- - l{5,70 . l c) t- SO b l .3z i/3 - i6 /&. /4 l stw 63 q6, 8 c / 2.17 a\ to -r-i s _ / 5 f- - (,. DO 0 11,--o0 G1.5V 143.0 /A,07 / t-57) G3-11/ 9Id,i5 /(,.�1 a 1 I + zs - l6.--r75- - 1 f {,.3 ) 114- -o 6i.& /3,2? /9.010 /(...> c 3-3q `}iq ((,•v) )1 t 75 - /1r25 — f,,'100 12-t-v0 61.1 S 4'L07 /Z2S /LIga G3pl3¢,.// Svt1" ¢ .i r 12t2 /4,1358° Ai- "7 Izt 6o 42.05 IN .,3 /Z `8 )(1„-r-so 63- V yt'go /‘,.74/ / 2 ÷ 7 5 I (or7 5- — L17,o3 )34-0o g2.2g 46,7 /Z6/ %7-oo 63,00 47,24, /6S/ i3+-ICo 67-33 (u'l,ygQ 44,15t./7..53 m 1./6 4t ce0,,mN 17 -7S -_ g7.4,9 13 +--L d2.3s 1-1y.8o /75.5 1771 4 0-17 i1.7z 4,j5 I31-5o 6z.5/ 1-19'9.S /7 59 /7i-75- 117,4.5 cr 13,-75 - 45I 1 D ►y >-oo /Z.7 , % SS"175/ d /8>-Zs - Lig,q/ lyrzs yj,y0 Mt- 5-0 G. 1 1-19(4 . -- 2 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 5 Telephone (714) 595-4077) 41111 PFEILER & ASSOCIATES ENGItRS CIVIL ENGINEERING • SURVEYING GRADE SHEET `l TYPE OF CONSTRUCTION 'rJ 0AiY"YL.. JOB NAME Rr. 5 ►ef-- SHEET Z' OF DATE 0.-// 93 JOB NO.'72o(7ne TRACT NO STREET ��` �-► �'� GRADES FROM SHEET NO.2/ Ores DATED 2- APPROVED FOR CONST. DATE _ _ BY GRADES FOR r �w I. STAKES ARE SET Grades are given from top of stakes or nails in feet and hundredths of afoot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. GRADESCALC'DBY 1 DATE ELEVATION Roo, Sf-tti�'T 1 STAKES SET BY GRADES CKD BY CUTS& FILLS CH ECKED BY COPIES RECEIVED BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES lefi7s ---- `tc3.M, �° 23t-2S 70:3$ 5'.% /6-92 )9-roo Gs V6 Lfl.1 b / 3G �- 272.r9D 70,(0.5 5-3(73 16.1'2 13 fi'75 J 511, oo , Iq I- �co 19Hog 3- 6. 161(1bf-16.53 F.o.I�T m 4 24 -bO 71,Z¢ 59•2711.11 19 t-7s ,1/1 I _ Z-1-rZ5 _ 51.511 20 too G6-76 40 o7 /G-63 16-t; - 24+-5D 7/.5' 511,01 17.00 2o-r2S — 43-, Zyt75 - 550B 0' 2or'D 67-3/ .yr),59 /6-7Z IG 25+00 72.t6 55,35 /%-ll zot-75 — 5b.85 25+z5 - %,lpz 21-r-oo G7' T 51,11 /G.78 Zs +50 73.11 55$9 /7ZL z,14-zs — , 61,37 �� Zs+-75 SL.H to Zi+So :y5 61,6.3 /6.b2 ibri72 O 2coi-o0 z73 5G•y3 /7,30 5).89 0 2 ZZ? 735g 7y.o7riZG821+-75 sra.,� 17.-50 F.Dr,,n rn 4- 22-t-oo z�>.03 52.15 /G.gg , 'Z 1-5o 711,23 ,92- i7-31 22+1S - 52-y1 2pi--7S - 53.15 22}-5b .6l.5 52.V1 /n 9/ / 27 4-co 741.6/ 57.38 11.23 -z--2_+-75 -.r..:-; 52,13 D f,,r -z.:7 +t6 - 57, 1p I N gZ 2.24-93 —. 7O.C(a "1o,lSa�K 5 � 11,1`i Foil r1„, . mR 274-Sb 7SOy 57, S Lt l7 G 1 a 23ro0 -- 53ili 274-7S- - 5-S•D7 612 N. Diamond Bar Blvd. S� ffiEF'r -3 Diamond Bar, California 91765 Telephone (714) 595-4077 // PFEILER & ASSOCIATES ENGIIRS CIVIL. ENGINEERING • SURVEYING GRADE SHEET ;, GRADES FOR TYPE OF CONSTRUCTION �7S1A)02, JOB NAME a ,IJE ✓L-- SHEET 3 OF DATE 6'/'73 JOB NO. C12063 A(3 TRACT NO STREET A/ A GRADES FROM SHEET NO. o r S DATED Z i Z APPROVED FOR CONST. DATE BY / S43 ft.x) L/NS STAKES ARE SET Grades are given from top of stakes or nails in feet and hundredths of afoot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.- When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. J / B.M. GRADES CALC'D BY !// DATE - 'J 29/93 ELEVATION STAKES SET BY CUTS& FILLS CHECKED BY COPIES RECEIVED BY GRADES CKD BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES 2 ce,+00 75.37 5 p 30 Il01 0;, "3L+-51) 78.88 C01.8 4' /7 0 4 +Zs 58,53 g 3Z*-79 leg J2 O /Z0 'o t 414 -f-CO 75.9Z %/ o 17.111 Q i. / (-OO 75.23 62'20 /7.03 22) f-75 /6,14 9,99 (71S 3/ % (02,37 Z9+o 31 -76.32- 23 - 17oi erigm r 11.11-1 334-50 71,6a- &ZS-4 (7.O6 29 4--DI 3 (Do.o3 ft N 33 r7‘ — (c2'71 27ati zee\e-5/15'rqjvi\p,511/)-i 3tltbo 77.9'41 (, ,88 /Zoo *aeLieglektiv lei-t-50 7C,.7`l 59-51 1715 3'4i-7,4 — (o3•05 25'i-7 7c-1l S9, �8 r(o,� o 3� is 80.25 �3-22 �� � 3 cr3 30i-oo 27-10 59,6)7 ,7,13 3 / 7' - (493,711 30 s -_ (4.1S 3Stoo get<6/ 6366, /705 0 30r5a 77.41g (00.34 /74 K. 3S-tzs — (03i3 3ti-I- 5 - (oD.53 . � �351-9 }0.'', (03.90 1 /oC 34t0o 7-1,75 (Db,72 /7 of, _ 3S+1S (00{.07 3).4-zs " (9o.90 0 3toro0 81.34- (¢.{,24 /7/2 3)-,<-so 7v.r9 ().09 (00 36t-25 14.tj/ 314-75 — G)'ZS 3C04-51 D 61,-2D 9 5q/1I -f '- 14 32A-co 76,51- (9)•(go 0.06, - .5/82 l6L12itA) LATIa- 374r7.S -- (DI •LS 3(0--7S (Si -$o 64;75 I7.a 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 OC snc� �} Telephone (714) 595-4077 // TYPE OF CONSTRUCTION ll!, PFEILER & ASSOCIATES ENGI•RS CIVIL ENGINEERING • SURVEYING GRADE SHEET JOB NAME 13��-1 -wO2. SHEET Li OF DATE c / 1 j /` JOB NO.9 (D3 ft& TRACT NO. STREET (PF-i .t►..rs✓ ALE- d GRADES FROM SHEET NO. 70 DATED i)43 APPROVED FOR CONST. DATE BY GRADES FOR r !-OW Lf, E STAKES ARE SET /2% : cr upsrx_ Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used forcontruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. ELEVATION GRADES CALC'D BY STAKES SET BY CUTS& FILLS CHECKED BY COPIES RECEIVED BY !') DATE q /Zg/C13 GRADES CKD BY - Ale DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES 371-13o 01,9/ (04,92- 17,05 41t-Sa 8s,2.9- (7Q,.o7 1111 37f-ZS - 105.09 L} ) tiS - (08, Z5 3-7 -so 6z.3c, (6,24o (J. Io 92t-OO 6S,62_ ((€,'t3 11,1cl 3_7-,,-- S - (�.'I3 aN 42-rZS — ($,10I 3gtoo Sz.--)z (oS,(io 17I7- c 92+50 A,.«, &8,7917.21 3$-5-7,S — (DS.11 `9 92t70 —g4. to .g1 e n, )i /11/a 3(64"S) la3.OS (OSlY pit l421-9i ' 0(,'18 (dig ILA() 33T-7 - (AI ,iI �G' f-inar9A- M, 35 f-oo 81.4 4 (06, 7g 171C, 5%)- 39 1-?9q $31z (,.(11 odg rrnH 9.1-50 g 3 • S ° (0,&, (oi 11.11 .i-r'1 C — (n4,. S LJ0-roo =.4' 13 (,L..1 11.14- yo.r,2,5 _ (i, )7 LN 1/O t G) 8q1 `i`1 (i7.35 11.) 4 N IR) 4 -7 C - 0,53 41-roo 84. s° W?.71 I1.09 0 it / r2S — (PT 89 If 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 // PFEILER & ASSOCIATES ENIIEERS CIVIL ENGINEERING • SURVEYING GRADE SHEET \\ TYPE OF CONSTRUCTION S Li - Tv' JOB NAME AM<nIA Stw« DATE 61/6/93 JOB NO. 92 063 A6 TRACT NO SHEET S OF STREET 243Ec i^ie- GRADES FROM SHEET NO. of Vs DATED /- S -93 APPROVED FOR CONST. DATE BY I GRADES FOR Czo"c'"/E STAKES ARE SET lZ CCEGr vi7s7x. As Sian_ Grades are given from top of stakes or nails in feet and hundredths of afoot.Theterm sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath forcontractor's convenience only and are not to be used forconstruction.- When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. GRADES CALC'D BY '2 DATE 6//6/43 ELEVATION STAKES SET BY £ /,IN/fM GRADES CKD BY CUTS& FILLS CHECKED BY ie COPIES RECEIVED BY DATE ti O 0 0 1 ES ti /6 ."3 S. 80 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 PFEILER & ASSOCIATES EN NEERS CIVIL ENGINEERING • SURVEYING GRADE SHEET \\ TYPE OF CONSTRUCTION SEA-�"- L.4T�""`t JOB NAME 4-•-4r"'A SE�t SHEET OF DATE 6./!°/93 JOB NO. S 23 43 TRACT NO STREET GRADES FROM SHEET NO 4/5- DATED /'S-53 APPROVEDFORCONST.DATE BY GRADES FOR ri"'"^.16- STAKES ARE SET /2°� Leff opsr— Gades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe.- Cuts and fills are normally marked on lath forcontractor's convenience only and are not to be used forconstruction.- When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. GRADES CALC'D BY 2,gDATE 6//o/S 3 ELEVATION STAKES SET BY Rgl3-"/R" GRADES CKD BY CUTS& FILLS CHECKED BY R • COPIES RECEIVED BY DATE d 4 Il.0 36r s/S7 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 „ -N PFEILER & ASSOCIATES ENGI•RS GRADE SHEET / CIVIL ENGINEERING • SURVEYING TYPE OF CONSTRUCTION Ovblf G/14/79( JOB NAME /441/-10,500J2-SHEET / OF DATE S-3-/3 JOB NO. 920G3 A-6 TRACT NO STREET P17.010z4A 14vE. SOi GRADES FROM SHEET NO. 2/3,9l `"/ DATED %/ZF./�1/ APPROVEDFORCONST.DATE BY / $c)F76 0 1r ow IR1Msi- ,. GRADES FOR F NI5H STAKES ARE SET 2o' I.<IGHT u Pijrit121tYY1 Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used forcontruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. '137.70 EXt ST Im.a et pi ELEVATION GRADESCALC'DBY inf DATE STAKES SET BYs),g,T B, 2" GRADES CKD BY l CUTS& FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES q tcts f-s- yZ / 2. 0 t/jgb 1 2.11 j3 ll-+oo 3 P B -01 , 2(o tso 1B.a 1116,-5 2.9 l 2-t-v5 388.e $ ,5 2-3 tH#i 27+ tit (=czo'G 9J73C3, z_ -° L4k7 13 too 3 70. 7 S1, 13. G Co y7z 1t' -coo 392,21 co9.o 3, 3 0-bi,friNvE0 pi-1 5ftt z 14Z t°io 39 ' 91.5 3�ir- /(, roo 3 9G S °19.1 / 8 . ). (°-F (00 — 398,y 9[1,1 2.3 P C- l71-o o 3 %5Zo 9if -7 / 9 ni-0366 yov,o l'. Z1- ne3 , 11+718-v ) V a. 3 3 98• I z1,-- 1r2 C. IgrgS�syei6 Loo,2 /(, 20i-ooL/©3,q / 2 � zo t5 q —o10 ,_1/o2,l '/D3, o Z o motif 21 t sv 09 ,7 Lft $ 2 �`, 22fiso Azy ilowp 3.8 733-q-,-0207 yoe.do 1. o t1 fA-5 2Nfi myo Ylo.3 3,7 Z 5t y 6-' G , 3 L//3 •Zo 3 . / tro-Pf to 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 // PFEILER & ASSOCIATES ENGI•RS CIVIL ENGINEERING • SURVEYING GRADE SHEET TYPEOFCONSTRUCTION &WA Vie - JOB NAME i,f11 lkS JJSt-SHEET 2-- OF DATE �J /4l3 JOB NO. 920&33! TRACT NO STREET Pl-MadPi P/6 AL m' f wm GRADES FROM SHEET NO. Jam/ DATED APPROVED FOR CONST. DATE BY GRADES FOR STAKES ARE SET Zo gT UPt)2ce/trn Grades are given from top of stakes or nails in feet and hundredths of afoot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. 1/3 7. 70 "J9• // EX/ST• ELEVATION C o Nrn t•JueO Fiecrt Si' 1 GRADESCALC'DBY /'/- DATE 49 STAKES SET BY.1.I1.lI K./h.GRADES CKDBY CUTS& FILLS CHECKED BY COPIES RECEIVED BY X ' A/. DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES 0fi0149s zi.Z 't)V 3.8 I. #% l 4-o 0 22.0 0'I 3.9 I fi72 i1 22-9 141g.s yV ►- c-- 2-► Do — 4181 — 2-t'S929 Z 9 ym-Z II S; 7 `' 3 . q - z5 z 'f 11. 5 s. -7 >-cr t5D 2 7 2- yz0,7 (o..- 5t3S°�'.306, `1Uo 7.a 1 (o --oo 3 /. Z 23.9 7, 3 % io o 33• 7 qv, .1 7. G & 1- o9' 3 s.. * 7.0 6 2 4 L44,io 131-77 e4 35-0 12$ Dk 7, rN st►a l'/ 1'b O 428,2 — — )y+5L 15.8 yzq. ,__3 (5rvD 3 G. 4 1 7b 7 7 R+rn /_ r=i`,',..- 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 // n J N Olit.PFEILER & ASSOCIATES . ENGINS TYPE OF CONSTRUCTION Se--wie. DATE S V-11 JOB NO. 93 063 �4 GRADES FROM SHEET NO. GRADES FOR CIVIL ENGINEERING • SURVEYING GRADE SHEET \` JOB NAME ,QL/YJC7e1 5e7"ik. SHEET TRACT NO STREET /4ti er2/4 DATED OF APPROVED FOR CONST. DATE BY STAKES ARE SET /2% 4.' j, : Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. 1//i. 3 7 TO," ELEVATION GRADES CALC'D BY J/14' DATE-6-'1' Y STAKES SET BYJ4= . 4, V GBADES CKD BY CUTS& FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES I Z-f-a2� 3s)7.1P 370i /69 �5 /7+00 399.033 38z.71 IZ*05 3e800394-fe / °Z •,PA M.H/ /7 4-2� ,3l&•89 3e3.2.z /4;67, -.ti 17#So 3 2 333.731, 12+075 3°46 u 37/....5-i• It,. S/9 'N- 17+G41b 31.1) 3Sg1.07 /,5,17 0 $T I2 t?5 -00.e/6 37Z.01 /6.V4 J7��P.G6 39�Bz 398.?G / y4 R /�H 1 Z. t5D 388.sy 37z41 i6,3S t71.16 ;39ti.9/ 36�2 7 /�� 1N N. 13 i-oo 350 a0 373.8( /6,/9 ,17 _ 17+728/ 351,66 32'13 f /54S Pe 13 +50 3Sa1i 375-4 1 /S.1.4 j S +oo oa,/a 38,1 L13 /5 4 I4÷oo ,q1y-13-6.zr /$.76. l} t.S0 siD/,V/32'1-7) /f,s3 /4lt54 393,71 377,`/r //A,30 /0-/-96.53 /o/,eZ 38qti7 /,a� E.0 14/f 75 31'f2e 37,0 I / .25' , /7A50 /OZLei 38S12 ./737 14'7`875 3,431 378.3a /6,0/ Sour ' Z o + oo /03,01 38,-5-5/7,S z /y+ Fa 3`73e 3i 5'8 2.ya � z Zo f Z5 4/03-vti 3651,1 /7,66 I 4/+-9Z.5 3 5q'7'/i 378.d /5,93 / _piN IN iv. Zv+S&- y/yys" 38S.86 /8.5 our 5 15--too �, 37a,6.5 • 20 59 z/0ysq yo355" p 49 m.�/ l -- 2 3�S o�/ �� 7�.�L /=�. �� Zo l- / /o'/ 3B t..31 /g.Ze /,u N / -t S0 3 55 � � 3 7�11✓ 7 �5, `1I / 6 *00 91.,09 3),/ e 15// -f- 7-2;/ 20 yoli.g5 38.•7E) - ' /e •Z S )6 +50 ,3 391.05 3R) 70 /s .?- 2 /,t-- o o -106",35 397 yL17 ,16 lG t60.29 37,3S�381.5 1 /5.4/,/ S.c 2 I f5o yiz,sy 38 8. 81 /7G`1 n, 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 // PFEILER & ASSOCIATES ENGI•RS CIVIL ENGINEERING • SURVEYING GRADE SHEET N TYPEOFCONSTRUCTION 'JOB NAME ALPiGei A Sez✓r3.c DATE -5-- zi-'3 JOB NO. 93067116 TRACT NO STREET SHEET OF • 1 GRADES FROM SHEET NO. DATED APPROVED FOR CONST. DATE BY /2- , .Sc:-z v ea GRADES FOR STAKES ARE SET Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. z///'3 7 ELEVATION (O/2. FOCA) O ATI eu GRADES CALC'D BY J '14 DATE 5 4l' 97 STAKES SET BY 3. ✓• J, G DES CKD BY CUTS& FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES Z2 +o0 yo8.3Z39o.30•/8,oz 26'4-00 y/G.B3"319.93 f,,92.... az7-50 gog.7ti 3�i/,7y /B 0.5- 2.64.0 9/me 4/00,5e /7,yo Z 3 + 00 y;o,Ger 353,J ' /7.51 27 7`o0 1//8,7Z '-/o/,z3 /7. y9 z 3 f-25 4///0-5" 394.90 /74a z7 7L-2' q/ ,2B 4-101SG /7.7L `5 234-37 ilia c/ 3�`/u 77Gg S T Z74-5° /i9,S3 I/O/Si /7.7e at 2_3 + ilo y/i,46 4103.G 17.29 4 e/M rr. f/ z<l 2,7 +Gz t//y 9G yoz. o.5' /7.9 / our s -t 0.3 f y2 - 't/ie 394% 1/6 /75 2 , /k✓ A/ aK 7� 27 fGq 20.1 L I%n. 95 Z3.7 2' e/rfri Av.'/ Z3'-50 391/43 — 2 74 i.7 `� u A'�` ^-- Z3-/-2 q//2,07,39$,2o/,81. z ytoo a//,y$' 315,77 /(,. 68 2 yfSU L//3 q i 354.9 / /G. S z.yfOL) -9/y45 3 98.z /G.4o z -tZs 4f/S,y83)3.62/G.86 2�/-'11,- yi % ' 3 k9 /6.71 0c r 5 73 ZS-t 1/8 «/3 -°f .//3.7 5 2, 1 Z. g ,c-/ A lrx f/ 0S71- sl?3 U/J (-i 1399, 30 /G.G / Al zSt75 1//43e 3g9,G f /4.17 Liz z5+87- 4-it,.45 395%)) /G.�g ac. 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 J/ PFEILER & ASSOCIATES ENGI•RS CIVIL ENGINEERING • SURVEYING GRADE SHEET TYPEOFCONSCTRUCTION 5�wE72_ JOB NAME / &/17fae SHEET 3 OF DATE 577-93 JOB NO. 92063 TRACT NO STREET /�14.17b (-11 5T%l-Q29Ndrr��f SrL'Ev,5--/3 - 93 kin t-NuT' ..5 7tt 7" GRADES FROM SHEET NO. SG` 7 DATED 7 Zip 9/ APPROVED FOR CONST. DATE ----BY r &of 7 I Z. 5 93 GRADES FOR ��� �/A-/ STAKES ARE SET /D ye-, '//r% 6--ark - Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on thesame rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. /r/�� Q Jj,t, ^- GRADES CALC'D BY / r/. ! DATEi� STAKES SET BY�TZq GRADES CKD BY B.M. /377v C5)21/ ELEVATION CUTS& FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES F-//�3 Jac;H 5fi33 °8 23,61/yi3.30 IL/Mr'M01-0�95/.72firg 0_ZG # 9H Oto7 f /G-s' 02.% /V- v N 5)-90 W-`17 07.9z /5. 05 0f25 //-9‘ 02.16/`'S3 5-O 22.9/ O$.De) /ft8`/ off /7/7 p240 /4/-Z' (2 Q 21//S 06.59 /5.�5 /spa /715 03. i $ /4/ 77 (0,-57:) 2 i 15 (q,`l I /1/ 7� ✓a /7 57 O3 53 ,;7cyAg%, 71-0D 26,0' 111 0 /.08 �I /7(9 O b 2 /3.96 Zf-00 /8.08 °4'/ /3.81 r-7--Co a 93 l/,�C /5 5,5 1.1- So 4-51 GOO /3 8 ' 01-o0 27.85 11.11 /5. g Z0-75 a.90 UV• 9 c/3.95 0 i06� f / I2 . LQ /5 73 o or 50074 2r e /9. 2 `/ D507 A//7 egortZT, 61-09 08 27.93 8 6 D 6 �o 2t89 ?y / 9. /7 giver 7/ a 8 (,l%/',/Jv---- 2.,--9/zZ /9 /o 05,27 /3,83 /t-671 /347 w� 3 i-oo /9 // QS, .5-"" /3, 2 . l31-75 39 /33 / i.4icer' r�y�ZTql:/2:35 05 4�0 /3.Y3 Ec 928-54 *- rsO OS.SS /3-55 /3r770- Lf-00 2o./0 Ob.3C /3.75 13•-ao 12-(18 iJter /e71.51- t 50 obis /!// c\C‘ ro o 13.30 0 5-o0 jj.7v 07,3S /S3f 19t-s-0 i aV yt2S. 23.Zti oi, 110 /S 6E5 /sue ili 1 5-r3s-f_3 ?3. z> 07, 72 /5 5 3 u er (1&. 2) Same 612 N. Diamond Bar Blvd. Diamond Bar, Ca i ornia 91765 . Telephone (714) 595-4077 ' J Z..iPAI =0; PR./ 0ri. -ra CO ,...3v cm Qv.} ;� II1PFEILER & ASSOCIATES ENGI•RS CIVIL ENGINEERING • SURVEYING GRADE SHEET \\ TYPE OF CONSTRUCTION 50-- ccr--- JOB NAME M L-i•-/"' SHEET 1 OF DATE .2/4.fr JOB NO. 91°6 5 TRACT NO STREET �^ 1 `rr A ( t; � »O 7' JO•�I I u r6q IZ tom T�+ GRADES FROM SHEET NO. 6'‘7 DATED 53 APPROVED FOR CONST. DATE BY r GRADES FOR f Wes` �^< STAKES ARE SET /O 5 c f (..4057-A 0"9* 12'/s /2,7 6r s. Ac"VA- Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only andare not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. B.M. �� �-� SM ELEVATION gQC. 6 MH /2,-05 GRADES CALC'D BY K DATE 5/2A3 STAKES SET BY I7-5 /IN GRADES CKD BY CUTS& FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ELEV. GRADE CUT FILL NOTES STATION ELEV. GRADE CUT FILL NOTES / 3 o /2. ie i— J iNe_ 6 4 ST /4/tO0 Ze. 3S / 3, 2�j /S06 to re"- --___ _ -- /V-Z6 — -- — — /6 -b ", 7 /1� SD 30.6(o /S134' /�t7Z, // C�----- �> 11, f 7 3/. 2I g.,.0 6' /i.3. / / o /��._--- / //d C , /6 �� . /s/ /9Z° — 131 e ewisf To/✓c/ 9i My . 9r9759 c9.le /AUCT ~ 1oriS SC.do 61.19 X9Z 10 tso gs.Gs Co."? /S5e 11 t.0 . SC,. I i- 70 L / 5 Q 1(t3-0 66.60 -70IY93 15 72, lL tot 7!. 39 S< < o rN«- SH,vr 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 /, PFEILER & ASSOCIATES ENGI•RS CIVIL ENGINEERING • SURVEYING GRADE SHEET TYPEOF CONSTRUCTION JOB NAME i4.-117e/7/4 SHEET OF DATE /3 -93 JOB NO. 2L1a 3 TRACT NO STREET AZ 2// 4-‘1 (/l/) GRADES FROM SHEET NO. DATED GRADES FOR /14-7G APPROVED FOR CONST. DATE BY STAKES ARE SET /D /` V Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewergrades refers to flow line of pipe. -Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for contruction.-When using grade stakes, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. All grade sheets and stakes are void after 30 days. , / B.M. GRADESCALC'DBY /1/�,3G DATE ELEVATION STAKES SET BY--)717? GRADESCKDBY CUTSB FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ,ELF. &WOE =V" fY@325 STATION ELEV. GRADE CUT FILL NOTES CC= LOT D1169 y 4- /8 3 // \ /S z //' V6 . l 2z //.71 / L ,y-/2 _ /P / /i,z/ / /23 _ j74 52: `/- G /,6 0 3.7/.00 / ,f 124/ 3- 6..e y-I2 a 0-21 y- l 1210 5V-1 �12 127 ,--/--.5-/ 1 R /2 �/ 3/ >/--, al 6i'73 y_ _ /30 7/5$ ',e )3/ \\/4L 4J.2r s7 /12, ' L 13 3 //19-5 / L /32 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-4077 /, MAY 05 '93 14:18 PFEILE ASSOC. _ P.1/3 PFEILER & ASSOCIATES ENGINEERS CIVIL ENGINEERiii4gp}}C7 • SURVEYING[Vp 64IYDiamond Bat8ouavald 9i1J/iS iSSib91YaS • TN= one DATE: 5 1s /5 3� FAX: 909l860-396 TOTAL NUMBER OF PAGES INCLUDING COVER SHEET JOB NO. - q2to (d !j /4-45 LOCATION: 'rO�J'c" r.r1 Please deliver the following telecopied document(s) to: NAME: COMPANY: FROM: Nsish 1/11 a r'L.- p er. 1 .► Please call if the document(s) you received are imcomplete or illegible, Our' office telephone number is (909) 860-5850. Ask for the telecopy operator. FAX OPERATOR: REMARKS: a i6022 sii&ws - 60L- R)t ✓ /3+7 fin- �J� �N 1 .i .2i 11===MAY 05 '93 14:19 PFEILEf,ASSOC.---- 4 1?i N PFEILER & ASSOCIATES ENGINEERS Glvll ENGINEERING • SunvE VING TYPEOF CONSTRUCTION Se-b.-de JOB NAME .4491C-RI# Sava SHEET OF DATE ' 941 JOB NO. 20 A6 TRACT NO. STREET 4G/fl 72/4 GRADES FROM SHEET NO _ DATED APPs ROVED FOR CONST. DATE BY _ GRADES FOR STAKES ARE SET /I.(!a S q Grades are g Wellborn topof stakes or nails in feet and hundredths of afooL The term sewer grades refers to flow line of DiDe.-Cuts 6*d fills are normally marked on lath forcontractor's convenience only and are not to be used for contruction.- When using grade stal ea, contractor shall observe the following rules; (1) Three (3) consecutive points an the sane rate of grade and an the same tine mus my used in common; (2) When a discrepancy is found, It must be reported to this office Immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work (3) Contractor to verify join prior to any construction. AU grade sheets and stakes are void after So days. aM. 7 77 L . fr" -- GRADES CA C'D BY JP 14.- DATE ' 41"1 ELEVATION STATION ELEV. ' GAME CUT zip2.`3Y298 37/J5 /4•59 I�Z+-O5, logo° 394 92 / oz so37/c .w� 12 t4.5' ,«°E4 37241 1 Z � 37241 /4•38 FILL NOTES 13 t' p.,o 39aoo 373 E1, !6•19 ` 1 *50 3104;.17 .41 4 4-0o 3744z1 /S.7te STAKES SE'619,1 1. J. y: G CUTS& FILLS CHECKED BY COPIES RECEIVED BY DATE STATION ELEV. sn- /7.oe : 8• . •%,e4 / *ao- 164 M.H! 74SO Z8 IN +461 3f1)y 17 .;.4639 J71 tJ1.I G P)'7+771/ Pi t54 343,7i• 377, zif 4.40 1 ft l' 1- 75' 3ghlz6 378,0 1425 /9>G.57) vc Y-212-4' ri/.31 37(i.34 .ib/ oa ly+561 39436 31/. ff 2.Vo mN z Zo # Z ' ) 4 *-92.5 39Y'/3 398..E 15 oO 'ram 372id '-- /� -i'DO 3RG,of raga/is 1,,s.-01// l� *"$4 3g7.o.6 3g v7v 14 1-4f1Z9 d,,s3"138 Li I 15.v/V 612 N. Diamond Bar Blvd. iAi 2&+- /10f+3e 8a Z. yowl 4/93.47 GRADE 3gz.71 .Zz DE3 CKD BY CUT FILL. NOTE .G? 3l7 3&c47 39$ 9G 00 $ • /6,,5•.a /547 4, ea 3OSIzi /Z37 38.E .SS /7,52.. 2a-/53°� zo+ — Ha i G.3I 7O 20�-7_: 0N.€ yew• 21 /- ° *'0h.3' 387, yZ s,c 7I1-5a /l�,ss� 38fJ. Pt Diamond par, California 91785 /7,86 c ovr 5 oft h •/ AI • N /7,96 /741 Telephone (714) 595-40 ovett yyv Y1 MAY 05 '93 14:20 PFEILENIIOASSOC. MILER &_ ASSOCIATES ENGINEERS 7YPEOFCONSTRUCTION _ Seiv€02 CIVIL ENGINEERING • SURVEYING JOB NAM E AL AWE,Al Sezvlat, SHEET OF • DATE ' y43 - JOB NO. 9304.Y04 TRACT NO - STREET AGrV GRADESFROMSHEETNO .- DATED. - APPROVED FORCONST.DATE BY GRADES FOR le zoo am. STAKES ARE SET /Z *o--f SAO S Grades aregivenfrom top ofstakes or nails in feet and hundredths of afoot The term sewer grades refers to flow line of pipe.-Cutsiknd fillsare normally marked on lath for contractor's convenience only and are not to be used farcontructianr When using grade ataI e. contractor shall observe the following rules: (1)Three (3) consecutive points on the same rate of grade and on the same line muse be used in common; (2) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot beheld responsible for any error in the grade of the finished work. (3) Contractor to verify join prior to any construction. Alt grade sheets and stakes are sold attar 30 days. 8.M. 4///'37 tie 10I/. Faurv0aTrou t L weion GRADES CALC'D BY ` •� DATE -� STAKES SET BY i • V..1,11 G ? . b ES CKD BY CUTS& FILLS CHECKED BY COPIES RECEIVED DV DATE STATION ELEV. GRADE CUT ALL NOTES STATION ELEV. GRADE CUT FILL NOTE ZZ.-1-do yag.3z31a.30 /$,DZ 2lv14-00 . /6.6'5" 3R9.`i3 /6.922-- . 2-2 t.50 '09.74 39/,7,/ /8.aa z6i50 41/7,f11 100,0 1 ?. o _ Z * 00 y10,64 313,/81251 z.7foo q/P,7Z- 4/0/023 /itgi " , 31--*S yik.ss 3/Y Id 17.1.E a71-LC. 3/420' W1(5 /7.7z .570 23 32 '//Lf9 344,,Z4 /yb8 s r \ Z7 f-o H/9 401 /X 4 . oG 23 + Ito 24104ia 4o8.41. 7,79 4 2" ,fr // aY 2.7 4-42 //4204 go2.05 / . ii 1 oc:,.r S. 34 23f 9z—'///.$€' 39NN4 /712 /N A/ 8K 74 27 tl.9, 20 rz. 417. 8S 2t1 • ¢ 00:,,,, 23454, '- 39z/63 . -- , t 7� ��� z�f - H Z3*75 02407 3 'Z0/G,B'7 2 6/700 4//2,VS 3` 77 /668_ .. .. . .. 2'/1- 0 «//3.44 394.9 / /L.j?% _ • • zgi'p° .g/yrs 3 99. '/G.4D ' ., .. • 2 -1•Zs" q/s f8 3 g8./.2 /486 ... _ _ Zt'/4. `/ia GC 359.6 /6.71 .5 73 ?.g-14'8-- ',/i5ei.'//3.7m 2,17- g. ii A . Ali/ - .. 23 4L1 25fi/ 4/ 6) 399.30 /c.G/ -- . 414) --N . _. 25+75 •/A.g8 399,41 /G,77 _.. . 25+87-414.4c 39i' 7 / L)0 8.c. 612 N. Diamond Bar Blvd. Diamond Bar, California 91765 Telephone (714) 595-40