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HomeMy WebLinkAbout4086-D (Fontana)TOLL FREE -40mvp'l-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXIST. NORTH WEST W R, W LL_ A w FLL STA STATION "B" - 1 "=250' 2 LINE 15 VITRIFIED CLAY PIPE " IN- R CHF-RPY 3 LINE "B" AVENUE AVENUE NOTE: SUMVT < < LINE SIDE'AIALK ""'-AVENUE,, CENTERLINE _L Cl_ BEECH J"Ey LINE ct AVENUE U ZONES UNLESS OTHERWISE SPECIFIED, BEECH c3 SIERRA LINE "B" AVENUE LAKE PKWY CLASS // AGGREGATE BASE ALL TO CAL-OSHA REQUIREMENTS. G_q "B" TRENCHES LESS THAN 100' IN LENGTH. <c ­SAS — 7 1 0 co 3,243 L. F. LL_ A w FLL STA STATION "B" - 1 "=250' 2 LINE FUT CONC.-j VITRIFIED CLAY PIPE 9TES 112 CRUSHED STONE BEDDING. 3 LINE "B" STA. 482-4-00.00 TO STA. 4914-00.00 NOTE: 4 LINE SIDE'AIALK STA. 491+00.00 TO STA. 499+00.00 CENTERLINE 3" MAX. SIZE NATIVE 5 LINE "B" STA. 499+00.00 TO STA. 507+00.00 ZONES UNLESS OTHERWISE SPECIFIED, COMPACTSOIL ED 95% 6 LINE "B" OUANTI-fY SEWER CLASS // AGGREGATE BASE ALL TO CAL-OSHA REQUIREMENTS. G_q "B" TRENCHES LESS THAN 100' IN LENGTH. ­SAS — 7 1 0 CONSTRUCT (12'W X 8'/-/) CAST-IN-PLACE REINFORCED 3,243 L. F. CONSTRUCT 6' CUTOFF WALL PER CALTRANS STD. PLAN D84. 2 EA, FUTURE CONC. CURB & GUTTER CONCRETE SINGLE BOX PER STRUCTURAL DETAILS 9. PROFILES SHEET GRANULAR SELECTED (SEE SHEET REPLACE EXISTING 10) STREET STRIPPING IN KIND. I LS COVER VARIES FROM MATERIAL (I" MAX SIZE). ON SHEET CIL OR C. 4' TO 7' OVER RC6 0 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. 5 EA. 107 REMOVE AND REPLACE EXIST. AC PAVEMENT, 1 LS PLAN 341-1. (SEE SHEET 14) INV INVERT ELEVATION CONSTRUCT (14'W X 7'H) CAST-IN-PLACE REINFORCED 188 L. F. 108 CONSTRUCT CHAINLINK WALL FENCE PER CALTRANS STANDARD 811-52. 100 L.F. RIW RIGTH-OF-WAY CONCRETE SINGLE BOX PER CALTRANS STD. D80 (SEE SHEET 15) (SEE SHEET 10) 19 @ CONS T ! 11 i!:a, 6" AC OVER 12" 95,va COMPACTED NA 160,282 SF 04 CONSTRUCT (14'W X 10'H) CAST-IN-PLACE REINFORCED CONCRETE SINGLE BOX PER CALTRANS STD. 080 (SEE SHEET 10) 150 L. F. C920::CONSTRUCT CONCRETE DROP INLET PEI? RCFC & WCO STD. DWG. C131�10. -v-,- I EA CONSTRUCT (14'W X 12'H) CAST-IN-PLACE REINFORCED 200 L.F. @ CONSTRUCT 24" RCP WITH SLURRY BACKFILL PER PR07FILE (D'LOA0 PER, 149 L'. F . CONCRETE SINGLE BOX PER CALTRANS STD. DBO PROAL E). (SEE SHEET 10) 02,29 CONSTRUCT 36" GCP PIPE INLET PER CALTRANS STD, PLAN D7513. 3 EA CONSTRUCT (16'W X 10-1) CAST-IN-PLACE REINFORCED 829 L. F. (SEE SHEET 14) CONCRETE SINGLE BOX PER STRUCTURAL DETAILS ON SHEET 9. 23 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1. 2 EA 07 CONSTRUCT 1/22 TON CONCRETE RIP-RAP (T=4.5) 378 CY, (SEE SHEET 13) WITH 12" NO, 3 BACKING PER CALTRANS STD. SPEC. 24 SAWCUT EXISTING PAVEMENT. 115 L. F. SECTION 72 (METHOD A). (SEE SHEET 2) CONSTRUCT CONCRETE BOX MANHOLE PER APWA STD. PLAN 323-1, 7 EA 025 CONSTRUCT OUTLET PROTECTION BARRIER PER S,B.C.F.C.D. S.P.101. I EA (SEE SHEET 10) (SEE SHEET 13) q 0 CONSTRUCT PRESSURE MANHOLE PER APWA STD. PLAN 328-1, 2 EA - (26) CONSTRUCT RETAINING WALL GUTTER PER CALTRANS STD. PLAN 133-9. 100 LF (SEE SHEET 11) SHE ET 14 ) 10 @ REMOVE AND REPLACE EXIST. CHAINLINK FENCE IN KIND I LS 07 RELOCA TE E @1 TO FACILITATE STORM DRAIN IMPROVEMENTS, REMOVE AND REPLACE IN KIND EXIST. SIGN TO I LS @ CONSTRUCT 18" RCP (D-LOAD PER PROFILE) 24 LF FACILITATE CONSTRUCTION OF DRAINAGE IMPROVEMENTS, 29 CONSTRUCT CONCRETE COLLAR PER APWA STO, PLAN 380-2 EA REMOVE EXISTING DRAINAGE STRUCTURE, I LS SHEE INDEX (13) CONSTRUCT RETAINING WALL TYPE I PER CALTRANS STD PLAN 133-1 100 1 I Tip F SHEET /VICINITY MAP /INDEX MAP CITY O " FONTANA (SEE SHEET 14) (B CONSTRUCT 8" CLASS 'PA" CONCRETE INVERT SLAB WITH NO.4 1,000 SF REBAR @ 18" O.C. B, W, 27, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED A��ECT�EAGENCiS ��� ®I�TELY SHALL NOTIFY THE ENGINEER AND ALL 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE --T-CL ASIS I LLECQ RIP11ON. B OF BEARNGS. iA DESC 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 90% COMPACTED NATIVE N 34 MINIMUM D-LOAD FOR STORM DRAIN PIPE IS 1350 STORM DRAIN PIPE 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONRETE PIPES AND STORM DRAIN STRUCTURES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGHT IN THESE REACHES SHALL BE FC = 5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC 6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. r1l ffi► -_j RCP REINFORCED CONCRETE PIPE id SD STORM DRAIN ca SEW SEWER GRANULAR BEDDING FROM SELECTED STA STATION "B" - Tc 2 LINE STA. 475+06.45 TO STA. 482+00.00 VITRIFIED CLAY PIPE 9TES 112 CRUSHED STONE BEDDING. 3 LINE "B" STA. 482-4-00.00 TO STA. 4914-00.00 NOTE: 4 LINE "B" STA. 491+00.00 TO STA. 499+00.00 CENTERLINE 3" MAX. SIZE NATIVE 5 LINE "B" STA. 499+00.00 TO STA. 507+00.00 ZONES UNLESS OTHERWISE SPECIFIED, COMPACTSOIL ED 95% 6 LINE "B" STA. 507+00.00 TO STA, 514+00.00 SEWER CLASS // AGGREGATE BASE ALL TO CAL-OSHA REQUIREMENTS. G_q "B" TRENCHES LESS THAN 100' IN LENGTH. ­SAS — 7 LINE STA. 514+00.00 TO STA. 523+ 00a 00 NOT TO SCALE —FO— FIBER OPTIC 8 PROFILES SHEET GRANULAR SELECTED BEDDING FROM TRENCH SIDE 9-16 DETAIL SHEETS LEGEND MATERIAL (I" MAX SIZE). CIL OR C. L. OR CEN TERLINE CB CA TCH BASIN FL FLOW LINE (GUTTER) INV INVERT ELEVATION MH MANHOLE RIW RIGTH-OF-WAY -_j RCP REINFORCED CONCRETE PIPE id SD STORM DRAIN ca SEW SEWER GRANULAR BEDDING FROM SELECTED STA STATION TRENCH SIDE MATERIAL FOR PIPE - Tc TOP OF CURB 10' OR GREATER IN DEPTH USE VCP VITRIFIED CLAY PIPE 9TES 112 CRUSHED STONE BEDDING. WAT WATER NOTE: TRENCH WIDTH SHALL BE CONTROLLED CENTERLINE TO TOP OF PIPE ZONE. COMPACTION SHALL BE 90% IN ALL RIGHT-OF-WAY TRENCH DEPTHS OF GREATER THAN 5' ZONES UNLESS OTHERWISE SPECIFIED, W_ WATER SHALL HAVE ADEQUATE SHORING, TRENCH STABILITY SHALL CONFORM 5 SEWER CLASS // AGGREGATE BASE ALL TO CAL-OSHA REQUIREMENTS. G_q ELECTRIC TRENCHES LESS THAN 100' IN LENGTH. ­SAS — GAS TELEPHONE TRENCH DETAIL EASEMENT NOT TO SCALE —FO— FIBER OPTIC PROP. 12'X8' RCB FUTURE SOUTI-VLAST R1W 1 10' 15yl FUTURE LANDSCAPE EASEMENT 'FUT. CONC. SIDEWALK CURB & GUTTER 1 11 = lill I : 11 lj� Iiii, a 11 17 11 " A A &N, I I MEN III q w/o Al ROAD /Arn[L- B : DRAWNG NO.: ILI 4086 r'l K I F71-7 D D r, r") n A TC-. -7-7- im '1 :1, __Tl I I A 7� 7 7 7-7— 7-77— ......... .. .. .. .. ...... — . .... . ....... ..... . ..... _J .. . .... ... .. J . . ..... .. . ... .......... .. ...... . .... . 't ............. 11"Itl-11"IJ ..... .. . .... . ..... .... ....... 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J .... ... .... ........ N. I �S. t 41 A ..... ..... . ...... .... 7 7� 77 ....... ....... .. . .... .. . ....... . .. ­'4­­­,­f . .... .. .... .... . . ... .... . .... .. J11 "�� ... ... .. ...... . . .... ... . ...... .. ........ . . .. .. . .... ..... ... .. .. ...... ... ........... . .. ............ ............ .. ..... .. . . ........ .. . ..... ....... .. . ... ..... .. .. . . ......... -iio 67 .... ....... .... ... ........ 4 '14 5 j P'H�,, FPO HORIZ. ... .... ... 11 � 1 11- : 1 "=40' .......... .1, J11 j j .. .... ...... t"I'll I � I I, _, , , 7- -7- 3 _17 t VERT.: 1 "=4' A A 482+00 476 *00 477+00 478+00 479+00 480+00 481 +00 ........... ... . . . ... . ...... . . . Vi ""W FF 3TEP TOP10F GUT� 4r,", ;0;"" 1, It 1, 1 f FOOTIN( EG t, Z "f t ARE DAMAGED OR REMOVED SHALL BE REPLACED IN KIND. ALL EXIST. FACILITIES WITHIN SAN SEVAINE BASIN NO.5 THAT 4. ) C 15 0 UNE CURVE DATA ORD DRAWING I i WALL R V I R Di, x I LTA/BEARING RADIUS LEN./DIST. TANGENT ,1590,87,,- E,9 V F LINE OF E� S 'ING c� Ln 39212, �5t Y- u 19 v IIII 151,� TW, LON NO. N71@21'20"W 101,42' N A 'AS X 4 WAtL, .. .... . ...... 0 252 _� J" 1�_' � I"', ­ _-, 0 57058'23" 250.00' (11` - o" "I" I x 1',6' PCO .9 6' 138.50' 5, 3 6.'�',2 4 0 """ I, C �xo > c N/A 339.17' N A Nu cn > y- TON j L4 U. VA C> Lai Bio t C4 'A P RIPR c N z w:o W) CA 5" or 475+06.45 w _4 N�\ A WIT of BEGIN OUTLET STRUCTURE . .......... ;�l 415 Twl \\A r 14.2 'I,396.�4 F 0 f 474+00 475+00\ %END \RIPR,�p ...... . . .... , " ,, 0-? " I L - �1'1 .... .. . . .. ... . 8" "o -T ST E P, TI G TbP,' Of r'00' N' 0 y Ci Ln "I ' AS "REQVIR�D VI AN B E R NA R D I 1\1 0 V_ V6,MTW yj F" �8'2,32` T v"A _v I .. .. . . . .... V, v_ __�, ��, I \� (` - " , ,, ,,, LOOD .... ........ u v lo TROL . . ..... V- v DIST RICT 47�5+4� 45 c D 1\1 > TLETI YU . . ... ........ ... . .... .... ... .. ..... ...... RtTE �ox `�,%­ "' , 11 111­1 ­` __ O�C E I J\J E 1� sEVA 8 , I , �11111111' ..... .. . 0 9�" B �'B­S�-8­4--fgj--B-�b- BE 'k, F, 1�4 0 > , V, SIN 1\10, Ll IT��, QF,, Qf,S"T(JR8ANc %S 'E,,,,'�RES0yRQE �P�ULN(;T VL M A ITS FOR� FENCING, REqUIREK4ERTS CONSTRUCT (16'W X 16'H) CAST-IN-PLACE REINFORCED CONSTRUCTION NOTES DETAIL "A SCALE T-20' Iv I / AILS ON SHEET 9. CONCRETE SINGLE BOX PER STRUCTURAL DET UPP ER 6" TO 9" EXPOSED e- v"s .... .. . ... WITH 12" NO. 3 13ACKING PER CALTRANS STD, SPEC, -RAP (T=4.5) CONSTRUCT 112 TON CONCRETE RIP SECTION 72 (METHOD A), (SEE DETAIL HEREON) SEE DETAIL "A ro ol,­­ STD. PLAN 323 HEREON U 112 TON CONCRETE RIPRAP (SEE SHEET 10) . SPEC REMOVE AND REPLACE EXIST. CHAINLINK FENCE IN KIND TO FACILITATE STORM DRAIN IMPROVEMENTS. SECTIO N 72 (METHOD "A" PLACEMENT). Lo U" CONSTRUCT RETAINING WALL TYPE 1 PER CALTRANS STD. PLAN B3-1. (SEE SHEET 14) .. .... ... . ........ ... GRAPHIC SCALE CONSTRUCT 8" CLASS "D" CONCRETE INVERT SLAB WITH NO.4 40 80 4 0 0 20 4 RE13AR 18" O.C. B.W. VARIES 12" FILTER BLANKET PLAN CALTRANS CLASS Ill BASE . . . . . . . TW PER CONSTRUCT 6' CUTOFF WALL PER CALTRANS STD. PLAN D84. 1" 40' (SEE SHEET 10) SOIL ENGINEER REMOVE AND REPLACE EXIST, AC PAVEMENT, BASIS OF BEARINGS. LEGAL DESCRIFTION, FL PER LOR GEOTECHINICAL GROUP INC. PLAN CONSTRUCT CHAINLINK WALL FENCE PER S.8.C.F.C.D. S.P. DWG /I. BEARINGS ARE BASED ON THE WE8TERLY UNE OF 6121 OUAIL VALLEY COURT (SEE SHEET 16) THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 114 OF LINE "B 17 VARIES 1�11 FILTER FABRIC 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, RIVERSIDE CA. 92507 8" CLASS "D CONSTRUCT OUTLET PROTECTION BARRIER PER S. B. C, F, C. D. S. P, 10 1. 1 0 18 0 c AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, Ph.- (951) 653-T760 UT &A Y S TF PER (SEE SHEET 13) IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, COUNTY OF SAN BERNARDINO. Fax. (951) 653-1741 TYPE 1 RETAINING WALL@� PLAN JYPICAL 112 TON RIPRAP SECTION INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER PER CALTRANS STD, PLAN OF SAN BERNARDINO COUNTY, BEING NORTH 00*0'24� B3-1 7YPICAL INVERT SLAB CONSTRUCT RETAINING WALL GUTTER PER CALTRANS STD. PLAN 83-9. N.T.S. WEST. N.T.S. (SEE SHEET 14) BENCH MARK: REV. REVISION DESCRIP'nON DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT S L-ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. �uslo CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE f5!f i COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL All-ICASC STORM DRAIN IMPROVEMENTS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE ARIC M. T E— NJ C:i I r�-,J E E— R I r--J Ci _R _AV B _Y: LINE "Bw SCALE: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ANVVVVVVV0ANVVVVVv~ lv\N\&vvvvvx&Nvvv~m SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE —ORREYSO FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 0= N o 6606B 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. PLAN AND PROFILE AS SHOWN DESIGNED BY: DATE: -7-7 7_= FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORIING CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING iK Exp. 06-30-08 PH, (909) 783-0101 FAX (909) 763-0108 ---FTOM STA. 475-�"'45 TO STA. 482+00.00 BEFORE DAYS BEFORE AM.T. APRIL 2006 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG cjv�\_ PREPARE9 RIC AM4. T REYSON R.C.E. NO. 66068 APPRO BY: YOU DIG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN VY: A - __e__ 7 f CHECKED BY, DRAWNG NO 2 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE, A STANDARD EXP. 00P, 06-30-08 "'T MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 1-800-227-2600 EFFECT. TE. A 0� C.V.A. 40865 16 A PU DA _ZOL NAVID 88 - 1508.56 (FEET) CITf ENGINEER R. C, E. 5115 2 D ATE- A- __LLL__ i7 7,77 7 7 77" _77 4 ...... SPE:O T IL - 41 lit pf? 5 J,77 LIHIUGL EXIST. 18" SEWER ---- (CITY OF FONTANA) SHORING AS REQUIRED CHERRY AVENUE TYPICAL SECTION id. 111jim'', 111100 1, ;T."" 1 1, LIMITS OF PAVEMENT REMOVAL AND REPLACEMENT BASIS OF BEARINGS: 01, Fl� - - - - - - - - - - --- . L11 0 — SOIL ENGINEER LOR GEOTECHNICAL GROUP INC. 6121 OVAIL VALLEY COUHT RrVERSIDE CA. 92507 1. slyp Ply (951) 653-1760 .. . .. . ..... ml REMSION PESCRIP11ON llcib 1 1/ covc,��, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CHERRY AVENUE °488+70.92 &/17 ZUE 8+51,64 LINE CA INT F2+4-45i C�IE­RRY AVENUE C/L SEAL-ENGINEER ARIL M. TORREYSO No. 66068 xa Exp. 06-30-08 GPAPHIC SCALE 40 0 20 40 80 0 DELTA/BEARING RADIUS LEN./DIST.7TANGEW UUNUKLIL ;)IIVC' LL bUA f°LK LILIAIL-') 0** (SEE SHEET 9,) 190.99, 20 CONSTRUCT TRANSITION STRUCTURE PER APWA STD, PLAN 341 --1. (SEE SHEET 14) -EXIST. 232_15��A' CONSTRUCT (14'W X 7'H) CAST—IN—PLACE REINFORCED 36op RCP CONCRETE SINGLE BOX PER CALTRANS STD. D80 43.93' (SEE SHEET 10) CONSTRUCT (14'W X 10H) CAST. - -IN— PLACE REINFORCED CONCRETE SINGLE BOX PER CALTRANS STD, 080 49�j :A7.35 (SEE SHEET 10) �n .A N[? TRANSITION 11 ON C5) CONSTRUCT (1 4'W X 12'H) CAST—IN—PLACE REINFORCED O_ B BEGIN REINFORCED ED CONCRETE SINGLE BOX PER CALTRANS STD, D80 CONCRETE BOX (SEE SHEET 10) CONSTRUCT (16'W X 16'H) CAST—IN—PLACE REINFORCED CONCRETE SINGLE BOX PER STRUCTURAL DETAILS ON SHEET 9. 490+12.35 PcC CONSTRUCT PRESSURE MANHOLE PER APWA STD. PLAN 328-1. BEGIN TRANSITION (SEE SHEET 11) END REINFOOX STRUCTURE REINFORCED 00 REMOVE AND REPLACE EXIST. CHAINLINK FENCE IN KIND CONCRETE TO FACILITATE STORM DRAIN IMPROVEMENTS. 490+00 .00 C/L M.H, 11 REMOVE AND REPLACE IN KIND EXIST. SIGN TO OF DRAINAGE IMPROVEMENTS. SHAFT FACILITATE CONSTRUCTION SUMMIT AVENUE REMOVE EXISTING DRAINAGE STRUCTURE. EXIST. STREET LIGHT (PROTECT 16 REPLACE EXISTING STREET STRIPPING IN KIND. IN PLACE) EXIST. 36" RCP (ABANDON REMOVE AND REPLACE EXIST. AC PAVEMENT. BULKHEAD IN PLACE) 489+26.15 LINE "B" CONSTRUCT 6" AC OVER 12" 95% COMPACTED NATIVE. L L INT. , _5� 10+43.42 LAT 'PC', LAT. "C', C/L 00 CONSTRUCT CONCRETE DROP INLET PER RCFC & WCD STD. DWG. C13110. SEE PROFILE ON SHEET 8 2-01 CONSTRUCT 24" RCP WITH SLURRY BACKFILL PER PROFILE (D—LOAD PER EXIST. SIGN PROFILE). (PROTECT IN CONSTRUCT 36" GCP PIPE INLET PER CALTRANS STD. PLAN D75B. PLACE) (SEE SHEET 14) q 24 SAWCUT EXISTING PAVEMENT. EXIST. 42RP CONSTRUCT 18" RCP (D—LOAD PER PROFILE) RCP VERIZON FIBER t�___q) CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380--2 OPTIC LINE UNE / CURVE DATA CHERRY AVENUE °488+70.92 &/17 ZUE 8+51,64 LINE CA INT F2+4-45i C�IE­RRY AVENUE C/L SEAL-ENGINEER ARIL M. TORREYSO No. 66068 xa Exp. 06-30-08 GPAPHIC SCALE 40 0 20 40 80 0 DELTA/BEARING RADIUS LEN./DIST.7TANGEW N/A 190.99, OC). 1 229"EM OO'l 2'29 'E 3, 22" 133@ 1322 1 ' 232_15��A' 231�21' 0 9'5 52 9 87.65' 43.93'