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HomeMy WebLinkAboutSIP_Railroad Canyon_01-13-01-15 i GENERAL NOTES- 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE STREET IMPROVEMENT PLANE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR THE LOCATION, NOR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES O r +n WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE \, z C PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR ��\� THESTRUP PERFORMANCE OF THE WORK SHALLTHER SHOWN ON E PLANS OR NOT. ANY BE REPAIRED OR REPLACEDTTO ATHEGED DURING RAILROAD CANYON ROAD �� SITE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. )s J� c0 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS LATEST EDITION AND STANDARD DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR FORTY-EIGHT(48) LAKESHpRE RAILROAD CANYON RD 'Qp HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909) 674-3124, EXT. 25, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY THROUGH RIDAY. �RI VE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY O CITY ENGINEER OR AGE HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE iWORK t G\A' FtG�' r v NN 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THEN f f (�rl J I NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY �j ���.� \ ' I, I NJ�\J COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO BEGINNING WORK. 1-800-422-4133 UNDERGROUND SERVICE ALERT. tltl,, 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE 4j�Q 1 1 I 1 I I ------,r .._ _ VICINITY MAP REPRESENTATIVE TAT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. W;K 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK \ R7 '+ THOMAS BROS NTS AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM _ _ \ - 867-A5 CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF - e CONSTRUCTION. �.. CONSTRUCTION NOTES, B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE I L1 0 TYPE A-6 CURB & GUTTER PER RIV. CO. STD. NO.200 O STREET SECTION, INCLUDING BUT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, �R �+ GAS AND DRAINAGE FACILITIES. / gHEET 3 0 TYPE "D" CURB PER RIV. CO. STD. NO.204 0_' r 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER Q (3) CROSS GUTTER & SPANDREL PER RIV CO. STD. N0.209, 209A rZ ROUGH GRADING TO DETERMINE THE EXACT SECTION REWIRED. SECTION THICKNESSES ,: �OP` $ SHOWN ARE FOR BONDING PURPOSES ONLY. O I n/ yO� C4 6" A.C. DIKE PER RIV. CO. STD. NO.212 y 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND H �/ ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE Z / / GPI Q MIN 4" A.C. OVER 4' CRUSHED AGG. BASE. OR PER SOILS REPORT NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL PQ FOR APPRO AL PRIOR TO AS- LT'"THE FINAL ACCE TANCE SUBMITTED OF THE PROJEC BY THETO THE CITYEER CITY ENGINEER. ,/ ��P0 R/W - 110-116 - R/W (2)(1) DEMOLISH EXISTING PAVEMENT&PROPERLY DISPOSE BE IN THE FORM F / DEMOLISH EXISTING CURB & PROPERLY DISPOSE 71. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL / Q / /�' / 57' 58' 53' 58' ® CONSTRUCT ACCESS RAMP PER RIV. CO. STD. No.403 BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE VI / 33'-34 TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE ACCEPTANCE IS GRANTED. 1'MIN 10' 14't 27'f 6'-7 6'-7' 27' 14' 6'-10 ® PCC SIDEWALK PER RIV. CO. STD. NO.401 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED L IRED FOR A CONSTRUCTION4'Wx4"T WALK 1 1'MIN INSTALL CLASS 1 FLEXIBLE DELINEATOR POST WORK DONE '� 1'MIN 5 r WITHIN PUBLIC RIGHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE I �(r SAWCUTe 1 EXIST PER CAL TRANS STI)DWG NO A73C O 25' O.C. CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATION OF / �`� .I, PVMT INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT ° y k'P =- Y `�__===3'-- ©1 GRIND AND OVERLAY EXISTING PAVEMENT TO PROVIDE A SMOOTH TRANSITION MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT INDEX MAP 1 PPE VARIES ` CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. / / SL 12 1© 4' WIDE z 4' THICK MEANDERING SIDEWALK PER MODIFIED RIV. CO. \ - / EXIST STD. N0. 401 & 404 PVMT TYPICAL STREET SECTION RAILROAD CANYON ROAD LEGEND- 38+68 TO 45+22 CURB & GUTTER N.T.S. CURB ONLY OP R/W 110' 110'-116' R/W R/W R/W SLOPE �T 57' 53' 57'-58' 53'-58' EXISTING CONTOUR --- � 33' 34' PROPOSED CONTOUR 10' 14't 27't 6' 6' 27' 14' 6' 10' 14't 27't 7' 6'-7' 27' 14' 6'-10 1'MIN WALK— 1322.01 4'Wx4"T WALK 1 1'MIN ¢ 2, 4'Wx4"T WALK 1 Viol 1'MIN EXISTING ELEVATION 1293.4 1° MIDPOINT OF CURVE R-600' 1'MIN 5 PAWCUTe 4 EXIST 1'MIN 5 SAWCUTy 4 �3 1SAWCUTe EXIST PROPOSED ELEVATION 02.34TC R-600' O POWER POLE (TYP) R/W 1' MIN TO TOP y, r_-_ - 2 PVMT �"- _- -„I PVMT 01.84FL C F SLOPE- R/W 1 k'P _-- - --__=3" 1 W'P� -== 3� i PROPOSED PAVEMENT J 12 PRC VIE VARIES 2R t �1 9 �f VARIES 2% t - - PRC 5 12 2 5L 12 FUTURE 2 THIS CONDITION IS FROM 48+00 TO 50+19, REMOVE PAVEMENT AFTER FROM 47+16 TO 48+00 AFT NEW CURB IS r EXIST EXIST INSTALLED OVERLAY EXIST PAVEMENT TO EXIST PP PVMT PVMT DRAIN AND PROVIDE SMOOTH TRANSITION. TOPOGRAPHY- EXIST PP TYPICAL STREET SECTION TYPICAL STREET SECTION Topography Source: Pacific Photogrametry -600' OR AS PROPOSED CURB RAILROAD CANYON ROAD + SAWCUT TO A NEAT EDGE. OVERLAY RAILROAD CANYON ROAD Dated 2/8/99 NO ON PLAN 1.5 MIN FROM FACE OF CURB =� 51+13 TO 52+26 AND FETHER TO PROVIDE SMOOTH 47+16 TO 50+19 > (TYP) o TRANSITION (TYP) N.T.S. N.T.S. UTILITIES• Water & Sewer -Elsinore Volley Municipal Water District 909-674-3146 MEANDERING SIDEWALK DETAIL Electric —Southern California Edison 909-928-8270 MODIFIED RIV. CO. STD. NO. 401 & 404 N.T.S. Gas -So Col Gas Co. 909-304-0093 I ABBREVIATIONS- Telephone -General Telephone 909-929-9492 BENCH MARK, FG FINISH GRADE U.S.C.&G.S. DESIGNATION G-307 RESET 1965 FS FINISH SURFACE RIV. CO. DESIGNATION EL-47-80 FL FLOW LINE FROM THE INTER. OF RAILROAD CANYON RD AND Tc TOP OF CURB BASIS OF BEARINGS- PREPARED BY- PREPARED FOR- MISSION TRAIL, SW TO THE FIRST DRIVEWAY ENTRANCE CF CURB FACE OF MTN. VIEW SMALL ANIMAL HOSP. O THE BASE OF A BVC BEGIN VERTICAL CURVE t lt C Avalon Consultants ELEV. 1275.973' EVC END VERTICAL CURVE THE BEARINGS ON THIS MAP ARE BASED ON THE / Anthony Polo Southwest Construction Co. NOTIFICATION- PRC POINT OF REVERSE CURVE EAST-WEST CENTERLINE OF SECTION 10 AS P.O. Box 2497 2909 Rainbow Valley Road 1. IN CASE OF EMERGENCY, CALL DAVE SIMON AT(760) 723-1464 NOTE:THE STREET STATIONING ARE THE SAME AS THE PCC POINT OF COMPOUND CURVE SHOWN ON R.S. 59/71 BEING N88'31'48"W. Temecula, CA 92593 FOIIbrook, CA 92028 2. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF ANY EROSION CONTROL GRAPHIC SCALE RAILROAD CANYON ROAD IMPROVEMENT PLAN AS PER BC BEGIN CURVE (909) 695-3115 SHONE ON PLAN AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. APPROVED CITY DWG. CP-B-165 EC END CURVE (760) 728-4476 100 50 0 100 200 300 O ANTIMONY V. POLO R.C.E. NO. 54502 EXP. 12 31 03 @Underground Service Alert SEAL CITY SEAL 'THESE PUNS HAVE BEEN RENEWED FOR COMPLIANCE WTI SHEET No.THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY OF LAKE ELSINORE Call-TOLL FREE QpOFESSlOti CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED.' AVALON CONSULTANTS z P.O. BOX 2497 1-800-422-4133 �e`ti�oNY o�i� 1�'•��--/19�ti..ir i-Je-Di TEMECULA, CA 92593 STREET IMPROVEMENT PLANS 1 R g I DO TWO WORKING DAYS BEFORE YOU DIG w`No. saso2� R� ELL RCEP 2eea3 909-695-3115 RAILROAD CANYON ROAD 3 - J00 oN8 The private engineer signing these wane'.r.sponslble far the � P• A PRE DATE 4 STA 35+68 TO STA 53+05 ��� v �0 �mN accuracy and occeptability of the design hereon.In the event of Ex 12-31-03 c� discrepancies arising after city approval or during construction, �� T SCALE — DATE BY MARK APPR.DATE y '2' 1"=100' BENCHMARK 0'. the private engineer shall be responsible far determining an T CIVI\- Q- k1 oaaeptoble solution and retying the plane for approval by the ENGINEER REVISION ITY FOF \F ANTHONY V. POLO OS-03-00 SEE TIHIS SHEET ABOVE FOR W.O. �zc city. DESIGNED BY DRAWN BY CHECKED BY CAL R.C.E. No. 54502 EXP, DATE 12-31-03 DATE LAMB'S FELLOWSHIP CHURCH pI l I m N O : _ in O r *{ `ZD i- - - - Vb Im 41 l 3. N .� �� -- m r n AD N-� » ma SG of _ 8 IS1 ? 7. r _ = » fl P I 1 4 7 lV I ? — z ,. N M In : _ NIm co ce f _. - r » iA PROFILEo VERT: 1'-4' dAd 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 m 48+00 W LINE/CURVE DATA ®0 DELTA/BEARING DIST-AENGTH RADIUS COMMENT i o� 1 N47'43'00'E 27.84' - - W k 2 N48'38'00"E 348.36' - - R a J 3 07'57'21 1158.43' 1357.00' - W3 a. 4 04'24'27` 104.43' 1357.50' - m a I to w� / - - - - - _-__.-_ _ --_ - - - -_ 5 12+0T '` _ ___ 10" 287.25' 1358.00' - y �F 1 /7 - --- - --- - - 6 N4T43'00"E 27.84' - - N i m m x -_' < .W o_ lJ J - i m 7 N48'38'00"E 348.36' - - rmo o `v o in 4 8 07'57'21` 187.04' 1347.00' - +W +�r cr m aul no R T 131 1F __9 04'24'27" 103.66' 1347.50' - ' mn m M k N oo �4. R 1 + /on — xR 6F0 —10 12'O6'55` 285.04' 1348.00' - M a = a 131 — 1 — r~ / I — cy` -600 N+ - - 11 N48'38'00"E 376.20' _ -- 2—4:1 SLOPE m - g 12 24'29'00" 555.51' 1300.Do' - TO DAYLI 13 1 0314'36" 73.76' 1303.Do'I - 14 1 03'48'53" 83.22' 1307.00' -- --- _ -� T 7 �Sv / 6 _l 4 / r - 5 / —71 36 37— I CONSTRUCTION NOTES• T ; - — v — ,_ —'� _r_ % ��� �6oe 1 TYPE A-6 CURB & GUTTER PER RIV. CO. STD. NO.200 m r =—i---=� \ \ •t tiL i - - V TYPE "D" CURB PER RIV. CO. S . NO.204 v I: Q TD - _ \ o ESQ n oA" '' � ® CROSS GUTTER & SPANDREL PER RIV CO. STD. N0.209, 209A,�t` sGpc n6 I Oo (3 6" A.C. DIKE PER RIV. CO. STD. NO.212 �.� © MIN 4" A.C. OVER 4" CRUSHED AGG. BASE. OR PER SOILS REPORT �p RHO 00 \` �\\ \ 4` ® DEMOLISH EXISTING PAVEMENT& PROPERLY DISPOSE ��� RAIL ROAD CANYON ROAD 13 DEMOLISH EXISTING CURB & PROPERLY DISPOSE \� �� 8 I ® CONSTRUCT ACCESS RAMP PER RIV. CO. STD. NO.403 Q' 'fT I ® PCC SIDEWALK PER RIV. CO. STD. NO.401 ® INSTALL FIBERGLASS REFLECTOR O 25'0.C. A93 7 01 GRIND AND OVERLAY EXISTING PAVEMENT TO PROVIDE A SMOOTH TRANSITION �rQ?�, y/ NOTE:THE STREET STATIONING ARE THE SAME AS THE U� y Z? �- 9 � 4' WIDE x 4" THICK MEANDERING SIDEWALK PER MODIFIED RIV. CO. RAILROAD CANYON ROAD IMPROVEMENT PLAN AS PER O STD. NO. 401 & 404 APPROVED CITY DWG. CP-B-165 n� h�Jy v hJh GRAPHIC SCALE / �^Y, e`�Wh *N 3�k *� sty I 40 20 0 40 80 120 m��r m��e 1111@@@@YYYY Underground Service Alert RECOMMENDED FOR SEAL CITY SEALPLANS THE S cor+an KEN ONSEOFDE��ELOPIIENi ulojoaN Call-TOLL FREE APPROVAL Q ti AVALON CONSULTANTS CITY OF LAKE ELSINORE SHEET NO. a = $ !z JOP µOFESSlO CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED.' 1-800-422-4133 ��o��oNY v o � � P.O. Box 2497 STREET IMPROVEMENT PLANS �� m TEMECULA, CA 92593 TWO WORKING DAYS BEFORE YOU DIG y c o 4 RAYMOND O'DONNELL RCE/20603 RAILROAD CANYON ROAD w No. 54502 m 909-695-3115 OF 3 SHTS. ,n g The pri'ote engineer signing these plans Is responsible for the Exp. 12-31-03 A PR EY DATE 1 9 dl 38+56 TO 48+00 m1 accuracy and acceptability of the design hereon.In the event of DATE rc�E� discrepancies arising after sty approval or during construction, DATE BY MARK APPR. DATE CHECKED BY '9 ,� SCALE 1•-40' BENCHMARK rc¢o the private engineer shall be reponsMle for determining on T CIVIL Q- ..� occsptoble solution and revising the pane for ppmvol by the ENGINEER REVISIONS CITY DATE FOF [DATE CAt-CFO ANTHONY V. POLO FOR W.O. c city. DESIGNED BY DRAWN BY CHECKED BY R.C.E. No. 54502 EXP. DATE 12-31-03 05-03-00 SEE SHEET 1 LAMB'S FELLOWSHIP CHURCH rc=c P R 9 C R OP)SED R r 14 ,1 zs. 4 e. 26.85 28 m n _ :;p : n +d' - _ a : -,r - - - . = _. . . z PI= .37 PF=3.88 --:PL35i19 PI- .94 z - 10 -- E STING E N - - -T + - % Q x U.� - - a _ .- - - , - TIU + - o - M - m A T. - - 1 l !! .._. GN A - _ - -- m - DE O E 0 f 3 M N OR c a � g A pi -_ -- __ - :. U _. _. .._ -- ID - -. - HOR1O E _ 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 W a W TRANS DIKE DATA I i 100' RI a z <W �0 DELTA/BEARING DIST-AENGTH RADIUS COMMENT 1 08'48'56" 208.94' 1358.00' - -� 2 04'24'27" 104.43' 1357.00' o oo 3 11'02'58" 261.70' 1357.00' - DJi < 0 \ 4 08'48'56" 207.41 1348.00' - i~ �W 5 00'3T25' 12.71' 1347.50' -W y 60 M�5 6 8713'20' 53.28' 35.00' - R ... no _� a��� 7 8T53'09" 53.69' 35.00' - 8 i ' - _ __ I- Rk8�0 V M a. wo�� \ 8 07'57'59" 187.29' 1347.00' g 9 09'01'50" 206.00' 1307.00' $ _ i 12 t - '1• - _ - _ _ 10 23'05'15" 10.65' 26.44'W - .. / �R 600 1 T:T'SE7�P 11 157.21'03" JQ S - 7 00 "1 _ _�- 4 - ���� 12 09'39'07" ------' 1303.00' - Qg g U 'Q 5 `$�-i - n 5 - `_`�- 13 15'35'39" 42.37' 155.68' - (q 14 11'55'57" 41.38' 198.71' - 9 15 01'37'00" 36.50' 293.34' - �/ 16 2224'17" 508.35' 1300.00, - 17 15'36'00" 7.52' 27.61' m fl,w `�r r C o '` �i �7" \ ` 18 1641D5'01" 2.86' 1.00' - _8 v - ti 546600 �_*` 19 04'ST45" 112.25' 1296.00' - m ;O ~ f- N .,. \ 20 11'39'42" 34.71' 138. 3'' - CONSTRUCTION NOTES- m �� a m X o f- o s 21 22*24'17 34.30' imo.0 ,n o rn p w o W rn l +co 22 2224'17" 508.35' 1300.00' '_" 4 50+74.85 RAIL ROAD CANYON RD. ® o 1Q TYPE A-6 CURB & GUTTER PER RIV. CO. STD. N0.200� CL DRIVING LANE 48 DRIVEWAY `D <o+ Q TYPE "D" CURB PER RIV. CO. STD. NO.204 m}p "' ; W Into CROSS I ® CROSS GUTTER do SPANDREL PER RIV CO. STD. NO.209,A O Z� ��� 209A ® 6" A.C. DIKE PER RIV. CO. STD. NO.212 QS MIN 4" A.C. OVER 4" CRUSHED AGG. BASE. OR PER SOILS REPORT o © DEMOLISH EXISTING PAVEMENT h PROPERLY DISPOSE Q DEMOUSH EXISTING CURB & PROPERLY DISPOSE ® CONSTRUCT ACCESS RAMP PER RIV. CO. STD. NO.403 CASE A NOTE:THE STREET STATIONING ARE THE SAME AS THE ® PCC SIDEWALK PER RIV. CO. STD. N0.401 RAILROAD CANYON ROAD IMPROVEMENT PLAN AS PER ® APPROVED CITY DWG. CP-8-165 INSTALL FIBERGLASS REFLECTOR Q 25'0.C. GRAPHIC SCALE ' ® 4' WIDE x 4" THICK MEANDERING SIDEWALK PER MODIFIED RIV. CO. 8 O STD. N0. 401 k 404 40 20 0 40 80 120 Underground Service Alert RECOMMENDED FOR SEALaTY SEAL "THESE PLANS HAVE BEEN RENEMED FOR COMPLANCE 1NTH SHEET NO. 9 THE APPROPRIATE CONDTION$OF DEVELOPMENT AND/at CITY OF LAKE ELSINORE APPROVAL AVALON CONSULTANTS z Call-TOLL FREE PaoFEssloN CITY AND STATE Uws.AND A PERMIT CAN BE ISSUED" 1-800-422-4133 �a ONY V '� P.O. BOX 2497 STREET IMPROVEMENT PLANS �� - D-D TEMECULA. CA 92593 F TWO WORKING DAYS BEFORE YOU DIG c o m RAY1AOND 0170N ROE,seeoa RAILROAD CANYON ROAD dig Theupriwte engineer signing these plane Is repondble for the DATE P0. -31- A PREP DATE I 909-695-3115 OF TS. ocy and acceptabnrty of the design hereon.In the event of Ez 12-31-03 9 0l 48+00 TO 53+09 �r escrepancies wising Otto sty pprowl o during construction, DATE BY MARK APPR. DATE CHECKED BY s9 SCALE 1-_�• JBENCHMARK rcac the priwte engineer shdl be maponelble to determining an l CIVI\- Q- W.. occeptWe solution and revising the pine to pprovd by the ENGINEER REVISIONS CITY DATE FOF'CAl-tE0 ANTHONY V. POLO DATE FOR W.O. Arco city. DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0. 54502 EXP. DATE 12-31-03 OS-03-00 SEE SHEET 1 LAMB'S FELLOWSHIP CHURCH I