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HomeMy WebLinkAbout21_Topographic Map.pdfMATCHLINE - SEE RIGHT I XTTS I ------ cf Tt7�- TELEPH MATCH .LINE - SEE LE", SPLIT RAIL-'``-,,, CROSSING PAINT MARK :,k.RECYCLED CONCRETE WALL Ee I € t x ' J, x 398 ' I q1 BOUNDARY &TOPOGRAPHIC SURVu'%7E 8" WIDE X 2' TALL C9,�lCRETE WALL W/ 4' CLFNC ALONG TOP "a `a FOUND LEAD & TACK IN 4" DIA. CONC MON IN CASE, ON. 1.1' I j t CENTERLINE NORTH BOUND LANE, 0.07 W. OF SECTION LINE, HELD MONUMENT POSITION FOR CENTERLINE OF RIGHT OF WAY (11/04/16) 24"P G,I� ,f - ISI z� {' CULV 12"ADS IE = 375.86' CLFNC I ' FENCE CORNER 0.7' EAST a CAP, 0.9'N. OF CORNER LARGE ROCK AT ::..- e'• {:,,..:..r:. 113 2EOYCLED CONCRETE WAL s x 393. 4' & 0.6' NORTH OF 12" CED f Ow METAL ) _.., , . e d O 0 ATE x 402.7' 3. FENCE CORNER CLFNC (11/08/16X24"P• BOUNDARY CORNER 1 x403.7: xAPPROXIMATE LOCATION OF Lc2 f -<.;. ;',: + pA '� 4' TALL 5 -STRAND B RB 1 405' 0.5' NORTH" Op 409.3' FNC x SOUTH END OF CULVERT *3 x 411.4' x 413.1' x 14.0' xm 12"CFR _ - + a + 12' F ARY LIN alas BOUNCULV 12"ADS IE = 375.61' _ Y LINE -BOUNDARY LINE FENCE CORNER ON IFENCE CORNERBOUND E FENCE CORNER 0 0.4' NORTH OF 12"C 0.7' NORTH OF w BOUNDARY LINE t0"C 8" DAR 1 l 6' VINYL MESH FENCE CULV 12"ADS IE = 374.51' - PAINT "WTR SRN IN AREA -` TELEPHONE x CROSSING PAINT MARK GRASS, FOUND 1/2" REBAR AND n CAP IN CONCRETE PATCH LS#39570, 0.1 S>•.-;",.:`,'. CULV 12"ADS IE = 37411 RECYCLED CONCRETE 2 F 2H 1r"H 00 x 372.7' \ I x 416.2• ?,t x'35 MPH' I t0 P 000� 1 WIDE X�. �,* o„M 4... N88i4'41"W 594.19' 30.01. ! 1' TALL CONCRETE x393.9' FOUND 1/2" REBAR AND CAP, LS#16907 - JMF ' 12"C-` �I 12.F RUBBLE WALL 42"C (N88'13'40"W 594.55'PLAT/ '� (30.10'SECT� � I'S J� x30. SET IN CONCRETE NEAR FENCE CORNER (R5), N88'14'40"W 594.30'R5) OLE BL- 8"C 10",12"C 6'C x 392.2'"C I_ 0.2'W. OF PROPERTY CORNER 0 FDN 1.3' WEST FENCE CORNER ON FENCE CORNER& 0 5NORTH OF 3 , i' (11/09/16) v` BOUNDARY LINE �' g0 CORNER "'1 - G GRAPFHC SCALE i `" + ! 1 j w/ GRATE 6",6",8"C _ 22 C + a BOUNDARY C I RIM 414.54 } ( : 382.0' 1 I �` �•. �` -.. •� '�a x ,. °°ag ` x 412.9' x 413.7 €.S 12" ADS IE 411.92 (S) 75.6' x II 12"p 30 15 0 30 so x yr t.7' ti L END x 401.4 405.4 b d 1" - 3O' BASIS Off' BEARING \ FOUND MONUMENT IN CASE vx$Q�49' _ g"C 12 ,14",12",12" HELD A BEARING OF NORTH 00'29'18" EAST ALONG THE MONUMENTED x 398'8 f °t O FOUND IRON PIPE 2 CONTOUR INTERVAL CENTERLINE OF 156TH AVE SE ® FOUND SURFACE MONUMENT 95 0 GATE :R ' w x 340.3'y 0 FOUND REBAR AND CAR AS NOTED bGATE, C 8",6",10",12"D FFQWER JUNCTION BOX v T -POST LINE RECYCLED CONCRETE WALL -4 p DATUM O�yE + + "a. { . �. CULV 12"GONG IE = 374.46' 'a ��e 6",8"C I HORIZONTAL DATUM: NAD '83/91 PER CITY OF RENTON CONTROL POINT #2103 i ® P R METER `�� + +-�- a J " CONFIRMED MATERIAL DIFFERENT VERTICAL DATUM:NAVD '88 PER CITY OF RENTON CONTROL POINT #2103 © PO R VAULT " x 67 6"CY 12„CY - F.';-°;, I YARD LIGHT GATS AT NORTH END OF CULVERT 32"C 10 ; h6"MI `' ORIGINATING BENCHMARK: \ 4''° TALL NO BARBWIR7 ULV 12"ADS IE = 374.36' .. �� `CITY OF RENTON CONTROL POINT #2103 4 POWER T NSFORMER `�, x aozs' ++ x 408.9' x aos. PA } 81'2„C - g' q L R.R. TIE PLANTER BORDER FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONC TELECOMMUtATIONS RISER ti 6"F ABANDONED WATER METER 1 PLUGGED DRILL HOLE (03/07) & (11/16) x 397.2'8 �1 CABLE TV RISER a 7c t I I ❑+� ELEVATION: 547.942' GUY ANCHORj"s UTILITY POLE W/ LIGHT A. 1 W/ GRATE 1 -STORY WOOD RIM 409-14 FOUND 1/2" IRON PIPE, x3iaza' o 34"C TEMPORARY BENCHMARK: UTILITY POLE W/ LIGHT &UNDERGROUND '�, L ; �--- �• °.� 12" CONC IE 407.12 (E) DE UP 1.0', 0.6'N. x 0.5'W. "` CONDUIT / ..-;.y'FEN "DEC 34' C TBM 'A' x floss' FRAME HOUSE CE' CORNER, 0.5. (11/10/16) SET RAILROAD SPIKE IN EAST FACE OF A UTILITY POLE W/ LIGHT LOCATED AT .¢--' �UTILITY POLE W/ LIGHT &TRANSFORMER ' 13833 156TH AVE SE , WESTQF $AUNOARY LINE s," 12 ADS IE 407.02 (N) P 10",8"A a� #": I THE WEST SIDE OF THE INTERSECTION OF SE 138TH PL & 156TH AVE SE. UTILITY POLE W/. LIGHT, UNDERGROUND �, ` .,/x + BORDER r � TPN 1463400060 ��A '� try GATE Rc' € °`R. I 12 CONC IE 406.74 (S) "10",12"M �J12"C 8 I 0.T ABOVE GRADE <, v-T•C iPONDUIT & TRANSFORMER °*� +�/ , ,...v...a 8"H a, ': , x.8'4 I I ELEVATION: 421.94' UTILITY POLE W/ TRANSFORMER EL 4 v I 412.2 g"M 12 C , x 4o3.a' FENCE CORNER 0.3' 3' BOXWOOD HEDGE 38 j- a TBM 'g' o- UTILITY POLE 12'A x 386:3' x 38.8' 8.. _ to w Q SANITARY SEWER MANHOLE + WEST OF B UNDARY LINE 8" m- CULV 12"GONG IE = 373.72' _ f nj a COMET FILED 'X' IN TOP WESTERLY FLANGE BOLT ON FIRE HYDRANT LOCATED AT '� CATCH BASIN GATE ` FFE=411.0' -- CULV 12"GONG IE = 373.00' M � C HE NE QUADRANT OF THE INTERSECTION OF 156TH AVE SE & SE 139TH PL � � e 30"C0� 16"COT ° .1 x aos. �k. YARD DRAIN SNAG\ SNAG y. S t T. YARD 412.24' a CULVERT `� 42 M n1RKEY PEN .CONCRETE P D W OND `t 88.6 18" .....g88 M „ , t 5' CEDAR HEDGE - X W "1 TBM C FIRE HYDRANT BIDER A \ �.1/ DIRT FL 26"POP TIMBER BdRDER I .: t € 8" CINDERS 8"F 24dC I CD !'' --SET CHISELED SQUARE IN THE NW CORNER OF A WATER VAULT LOCATED AT ® \ WATER METER ``• +`� 26"POP-}����� OOR S A p4^POP (2• P .__,..I- G 610" of ; I t 1212"M BLOCK WALL 8, , O .. WATER VALVE } -'�'` �- SNAG ° 0°M6 _ 4�0 0 n .THE EAST EDGE OF 156TH AVE SE, +/- 75' NORTH OF THE INTERSECTION OF D4 `" w x ass t' �4.•,J EE 4OLD PIN FLAG 12",1 i s` ` W T CEDAR FNC •` 8" 12'„18' A-+ 8"," 8",10',10",8 ,6"M I • - ° x 375.6' / I M00 156TH AVE SE & SE 5TH PL. --�---+-WATER VAULT +-_+ 32"POP r •+,y ,. NO PAINT EAST -WEST - M a? CULV 12"GONG �74 .3' SWING 36 C.I ELEVATION: 400.02- + - 07 42 i O oo ❑ WATER INDICATOR POST SNA 6„M " IE - 4 \, G - a I M �+ GATE x 387. I Z GAS VALVE 4' TALL -w 3 TBM D' �� a _PST a�_z+ ro I 6"M >.,�-`�. AT THE TOP POINT OF THE 'A' IN 'IOWA' STAMPED IN THE BONNET OF A FIRE C -r. MAIL BOX �� PS 4' TALL WEST ._ _ L 4'HWFNCE CORNER 0.6' M ST 4' TALL SPLIT RAIL TE x 406.8' x 40 N I HYDRANT LOCATED AT +/- SOUTHWESTERLY CORNER SITE. SIGN E-OF-BOUNDARYLINE SE 139TH PL 3' ABOVE GRADE. PST POST x 396.9' FNC a 'SE 19TH P o 0R = P_ I 8",10'A x3a ' ? ELEVATION: 385.00' •.; BOLLARD. ``� `-...,. \-,= `ax'gg3•s• + + 'SE 5TH PL' gpOZM�YT q .3e6.o' C<` .' 12"A ,., ALDER °"°••w. 'CROSSWALK' r' _ 8"A BARN - ° _ CULV 12"GONG IE = 372.54' , ' TBM 'E' 12"COT ` COTTONWOOD x 3§zs' x 405.0 i ' TOP SOUTHWEST CORNER OF 1.2' X 1.2' X 3.6' TALL BRICK COLUMN LOCATED 1< 12"CY `` CHERRY - '`- ' 46"M 4d` 6 ----- _ .. d a o1 �I 1 '16"A AT THE NORTH SIDE OF THE DRIVEWAY TO HOUSE NO. 14010 AT 154TH AVE SE. ..�,.X 40 _ 1w, W/ GRATE IM I �, 12"D DECIDUOUS '"-, ,°.-, \l • x-4o5.T' a D? R2' CONC IE 404.95 (E) x . ' 40 x405.3' M i� 07j ~ 8"F '2%B, ELEVATION: 386.18' '> 12"FR FR T - 0 a 4 x I Itn. 12" CONC IE 404.95 (N) 6"M ' : I \ a 12"HW HAHQRNE g0 aoa.Y M a 3 .88 (S) = CULV 12"GONG IE = 37L23' '`"� FFE=386.7'j- ,." 'a �.• 12"M MAPLE `. z.RO x aot s' �.� x 402.2' x 403.1' x W n 12" CONC I IE 404 END OF CABLE PAINT r `'• -'` 38' M \ \ O, 4°4'3 _ t 386 a 12"C CEDAR pp w , a-- • WOOD - � -..- __• ..... _. 4p -W/GRATE � l -�; 10"F PST "`- °` r 4 x 3ea.e' " 387°7 `°� �a12"CFR CONIFER 398 _ `r s`- m cn RIM 406.89 14' M x 389.1' 3 6 x 403.8'^- N Gia z' 12" ADS IE 404.49 (S) 1`2"F FIR e B 12;H,, HEMLOCK x 383.1 3g x 394.9' `x 402.0' Y �O o - j 12" CONC IE 402.50 (N; 24 C 00 1 12"P PINE 4- x 402.8' Z I 18 M 12"S 39:,SPRUCE \ x 397.1' 's1 1 8",8 ,8",8"JO".10"M� x 370.9'• .: °``w \ _l 10" °A 3g4 34 C .. ; LL IE = 401.74 • BRICK WALL �� �`° - 3847 400.7 0 ,• H3'Sk4' M KESHIFT \° s M 401.3'401 5 !(j} p CULV 12 ADS �'` x x *.„ TA �y4 'i I1 8"HW CAT I1^BASIN u� `` 28" 34" xx 1' PAVERS 8Ew14"C CULV 8"PVC IE 381.30' x3558'*,0 Sada a .,, COMCAST , x 387.9' x 386.9' `"w.a x 390.8' ---" a , x, t x370.5' \ _ *�.,,, h= 1N FOUND 1/2" REBAR W/NO CULV 6"CMP IE - 381.41' x392.5 77 \ �` ,, �` '�, � � CULV 12"GONG 3' GATE °` ; 1 x 398.3' CAP, BENT 0.25' NE "C 4' GATE W T POSTS a IE = 400.95' 8"SP LOCATED AT BASE OF / 3828 x4008 n x �I CORNER IS 0.4' E ST & 0.T :3 BEND GND LVL, 0.8'N. 6' PYRAMIDALIS 389. x400.2' I��° 6"D ¢ NORTH OF 064 Y CORNER t `., x o' I (11/10/16) v " $$„I ,3 4' HWFNC W/ T -POSTS b� x CULV 12"CONC 1 CEDAR ROW x o' P o IE - 400.31' - 9 0 W 594.35 399.3' c �� EI B0 wEST & 2.6' N t I RHODODENDRON HEDGE S O - A yC �' '. (N88'18'35"W 594.86'PLAT) *, UN CORNER i �,� ,8"HW. END OF UTILITY PAIN° : ' co FOUND 5/8" REBAR AND CAP, LV 12 DI 0 NOR BOUNDARY C pp U POWER CROSSI12' 24 38 LS#29537 -CRONES, DN. 0.1', 3ea.a' x G7� c-- 4 w'N IE 399.37' 1 I i i p PAINT MARK .' " ", ECT��t 11 Q = O 1'S x 0 1'W OF PROPERTY CORNER 386.6' x 386.4' x387.8' x 391 T .9" 10" CEDAR R„OW (30 13 01 l t o w CU " W �p I x 369.8' CULV 12"ADS - IE - 367.85' CULV 12"ADS IE = 367.29' �iAA R•xr #t \ I CULV 12"COP 8"0OT x 368.5 CULV 12 CONC,.IE 366.2 WATER SERVICE IN AREA, UNLOCATEABLE ,-CULV 12"CONC IE _ SOLID WHITE REV# I DESCRIPTION OF REVISION 6"M x 367.6' DEAD END' ,END COUNTY ROAD' \x 367.8' LIMITED WATER UTILITY ❑ WIF, PAINT IN AREA x 369.6' 154TH AVE SE' DEAD END' 3io ARROW WEST a SYMBOL �8" DIA FOUND 1/2" IRON PIPE (11/11/16) 8' BFNC • SOLIDIWHITE STRIPE DATE I BY 24" t.. ; ..' (11 /09/16) x 393.3 x 395.5 - , p x39zs' FOUND 5/8 REBAR AND CAP,0 Y.�rr���r LS#29537 -CRONES { s n f P € 0 3811 VP 8�{R x3823 TSM E* EQUIPMENT NOTES LEGAL DESCRIPTION: o.rE. OF PROPERTY CORNER GATE o Ln Z x Seo. ' SET 'X' IN TOP SOUTHWEST CORNER (11/14/16) 2 MAILBOXES a o ,. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE COMMITTMENT FOR TITLE i a _u „C i g"FR OF 3.7' TALL BRICK COLUMN FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER N0. j� 4'CLFNC x 381.7' •� , (( CULV 6"CMP IE = 380.02' TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. 4266-2536097, DATED AUGUST 11, 2016, AT 7:30 A.M. ;zDl -�,M 26" 38p' CULV 8"PVC IE = 379.89' LINE LEGEND MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS FOUND 5/8" REBAR AND CAP, j IL 3 SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA LOT 4, BLOCK 2, CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT LS#29537 - CRONES IE ,`"i,;,� a0 g "FR -D DITCH LINEELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES .THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 52, RECORDS OF KING COUNTY, 0.1'E.00 o „a, •-�, s x381,y SS SANITARY SEWER LINE AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WASHINGTON. (11/14/16) �a,y LO Z YD -SD-- STORM DRAIN LINE - P -- F` s WADS DISTANCES. 0-080/090. £ � , I -OP OVERHEAD POWER LINE REFERENCES: W/ LOCKING LID r I ) 8 -FR p POWER LINE RIM 400.23` AIM 399.88 -z rt ; " NOTES 8" PVC IE 398.21 T TELECOMMUNICATIONS LINE KING COUNTY ASSESSOR'S MAP FOR THE SW 1/4, SEC. 14, TWP. 23N., RGE O5E., 12" PVC IE 396,96 (E)= C CABLE LINE UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD WM 12" PVC IE 395.20 (S) io ; w 3 r•i , 3 8"FR W LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON "`� _ ` WATER LINE v 1 RIM 399.75 LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM /" ; 8" PVC IE 397.84 (NE) �...,, G GAS LINE CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. PLAT - CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF /' 26„ x Sat 2' ,,,,�-X X X- CHAIN LINK FENCE LINE OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO RECORDED IN VOLUME 16 OF PLATS, PAGE 52; RECORDS OF KING COUNTY, / WASHINGTON. 12" CONC IE 397.55 (N; :.'aao FR / LJ---- WOOD FENCE LINE VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES (Ri) - HIGHLAND ESTATES, ACCORDING TO THE PLAT THEREOF RECORDED IN F 5 12" PVC IE 397.20 (W) s^` + WIRE FENCE LINE SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS VOLUME 212 OF PLATS, PAGES 10-13, RECORDS OF KING COUNTY, NO PARKING" R.R. TIE WALL- .�•'"" CRITICAL T0. DESIGN FOR VERIFICATION. x%o.a 1 HATCH LEGEND WASHINGTON. FOUND PUNCH IN 2-3 4 BRASS 3II ° THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS (R2) - THE WOODS AT HIGHLANDS PARK (CURRENTLY UNDER OFFICIAL REVIEW) / " I 9g rn 1 " CONC MONUMENT 26"C CULV 12 "CMP IE = 376.74' DOME IN S - 4 - CONCRETE PAVING OF A SURVEY MADE ON NOVEMBER 4-14, 2016 AND CAN ONLY BE (R3) - BOUNDARY LINE ADJUSTMENT N0. NT9L0017, RECORDED IN VOLUME 263, [ CULV 6"PVC IE - 376.82' ., r CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT PAGE 194, RECORDS OF KING COUNTY WASHINGTON. IN CASE, DN. 0.55 STAMPED ? W j SOUTH END OF 2 F i ., �j-3.6' BRICK COLUMt\ TIME. (R4) - RECORD OF SURVEY BY C & C SURVEYING, RECORDED IN VOLUME 80, LS#37555 CULVERT BURIED IED 6 FR c 0.15'W. OF SECTION LINE, ? - • PAGE 188, RECORDS OF KING COUNTY, WASHINGTON. HELD MONUMENT POSITION FOR `�,„.,. ASPHALT PAVING THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND (R5) - SHORT PLAT NO. L9550020, RECORDED IN VOLUME 115, PAGE 196, CENTERLINE OF RIGHT. OF WAY R.R. TIE WALLAFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT RECORDS OF KING COUNTY, WASHINGTON. STUMP (R6) - RECORD OF SURVEY BY CONCEPT ENGINEERING, INV., RECORDED IN VOLUME (11/04/16) FOUND 1/2" REBAR AND `• F r. • -'• : TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE CAP, LS# 39570 #.. �/" 3.6' BRICK COLUMN BUILDINGS AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH 78, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. 1 0.1'S. x 0.1'E END OF POWER PAINTLEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY (R7) - RECORD OF SURVEY BY TRIAD ASSOCIATES, RECORDED IN VOLUME 209, (11/10/16) END OF TELEPHONE PAINT RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. PAGE 095; RECORDS OF KING COUNTY, WASHINGTON. STREET S.,_SS_ 5'BFNC (R8) - RECORD OF SURVEY BY GEODETIC SURVEYING SERVICES, RECORDED IN 6 °, END OF MAIN -7z7? `>;' O FOUND 5/8" REBAR AND CAP,'.' GRAVEL SURFACE VOLUME 253, PAGE 279, RECORDS OF KING COUNTY, WASHINGTON. EXTRUDED CURB _ _ TELEPHONE _ LS#29537 -CRONES, 0.1'W. • • • • • • • • • • • • • (R9) - RECORD OF SURVEY BY KENNETH J. OYLER, C.E. & L.S., RECORDED IN W/ CURB CUTS ,4 RIM 396.18 CROSSING - VOLUME 18, PAGE 278, RECORDS OF KING COUNTY, WASHINGTON, 111 FOR DRAINAGE , I; '8" PVC IE 385.15 (E) PAINT MARK (11/10/16) CULV 6"PVC IE = 376.13' CULV 12"CMP IE = 376.50' (R10) - RECORD OF SURVEY BY CAVNESS ENGINEERS INC., RECORDED IN VOLUME 99 �+�j 8" PVC IE 385.08 (S) 12, PAGE 10, RECORDS OF KING COUNTY, WASHINGTON. MATCHLINE - SEE LEFT SURVEY FOR MEA DOWVUE PROPERTY DR HORTON 12910 TOTEM LAKE BLVD NE, SUITE 250 KIRKLAND, WA SE 1/4, NW 1/4, SEC. 14, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. DATE 16-223 12/01/16 DRAWN BY CHECKED BY DMB/TJO MTSE SCALE SHEET 1"=30 1OF1