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Plans (92) FPS2O18-00016 1 of 2 VSO a8 - 000 ) g SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 4 )// INFORMATION. SHEDN.- OFFICE CO - n / 4..........7.______ // 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. /''"' .�- ,,., S STUB-5CA _ ,, _� ,, / 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES 11111 AND AREAS OF WORK. s S STUB-4 IE 8 OUT=266.34 (S) �►.,, yit, p s:] �,,�' « � • lU W9R�.5EWG�E�, , ENT �lip �,\ , �/ IE 6" OUT=267.51 (SE).. wr e ..illi. �• mr, 1974 a[vid C,./J C 4 - --(+11 - 8 LF - 8"S ' ASI-27 '*. L �_so - °H ' `i -...� S=0.40% ' / j W + - - - ' _ PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS °. ,-• pv T ,:rra -.°f„ "i -'I 'P,rU K WAANYMi�i.wA, .�._ ime i1:4A 1 rri��. ` I J' 110 "" .. AND TEE FITTINGS PER DETAIL C6 2��� . 11, ii M .�A�� �. __. i5 � S'�S5...._._ �"55 a"55 a"55 g"SS - 8"� g"55 IT-8 5... /64 �.�. 8 Si.. �s � ,°ss �" s°Ss _ .� ass a"5s s°`ss g`°ss a'ss---'- 8i' i ,• 5-0.40% i -� 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. h / lf\ 10 WIDE SEWER EASEMENT c K SEX-MH-2 _ 11 LF 6"S ..�� .. - BOOK 998,PAGE 746 ; . ..... , s .. � ,'. � : � , .� ,.; ,:r:...'::� � � � : � ,�! .,. � �M . . .� �€ IN M� �t -' al ' < OR -� � -� / RAISE EX MANHOLE 5=2.00% / 11/1/1974 la n EX RIM=270.76 #' GATE \ sa I ' - 'SDI i CSoi [ss = ir I �/ KEY NOTES NEW RIM=271.68 (sit 'SDI [SD) - Es - 1 --€,s i S MH-4 11 " ( ) 41 : GENERATOR HB RLQ i I -- `\ ��� 0 1 IE 8 IN=265.96 W RIM=275.63 '\\\\\\\\\\\\\ \ IE IN-265.96 (N) \ I \ I NOTE DESCRIPTION /IE 8" IN=266.31 (N) IE IN-266.56 (SW) •��• \ \\\\ I I \ IE 6' IN=267.30 (NW) / TRAN L \ /17 1 CONNECT TO PUBLIC SMH (' • int= - IE OUT=265.76 (E) a ! \ \ / / 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM I II IE 8" OUT-266.21 (E) [�� 1 ' i '� c - - - - - -- -akt \\ 1 ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW / ,,,,,, r :, �► "� \\\\\\\\\\\\\\\ \\\\\ \\\ \\\\\\°\\\ \\\\\\\ \\\\\\\\\\\\\\\\\`�\\\\\\\��\\\,, RD } /,g j I ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE I , . { _., PHASE OF CONSTRUCTION. s 4 / \c,,,\#7,41:44,--;: , / tv. .8, , I \ . , _, ,,. ..., , .., ,,, I 3 CONNECT TO EXISTING 4" WATER LINE WITH 4" Dull Olson Weekes - IBI Group II 90 BEND. ASI-27 1 �,i - __. \ / 4 / :a �� I Architects, Inc. ., . Q „ „ / ® \ a '♦ 4 CONNECT TO EXISTING 6 WATER LINE WITH 6 TEE / •'q s Q a , AND 6"x8" REDUCER. I ,, / \,, - , .a -A 4 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA 41 Ia tel 503 226 6950 fax 503 273 9192 EXISTING 4" POTABLE- \ r. +_ 1 4.. 4 . : VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. / WATER LINE , . www.dowa-ibigroup.com www.ibigroup.com 0 di / / : . A .� 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND -:. ER EASEMENT \ \ / , . ' e a'.- aooK"9ga,PAGE 755 \ \ VAULT. SEE DETAIL 2/C6.4. / BOOK 974 .411 LW1 rw: rw! _ I \ \ ICV R 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE / / i I \ \ DETAIL 10/C6.1. I, i ---1 °'. ' e r I 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL • 'F` / 14 JAMES TEMPLETON ELEMENTARY SCHOOL d9/C6.107'03/19 REPLACE 3" DO uIESTIC WATER r \� I >,,... ��`g- _\ .. I . <t50 PR°Fess METER AND KILL OLD SERVICE, ' \ RD '. ' 9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE ,, ONE �o SEE PFI PLAN SET AND DETAIL 1 a6 `1 '" \ _ ` b �., AND 6" GV. ��`� �`k7�� 7(� £F� �9r / PRE-K DISTRICT BUILDING I .E'? a• y /JI IJ1IJ / ''''' T / l STORY CONCRETE Bi,11LD I.G---�7 a 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN '-----177/1,.//01 --: -- '-�" 11 C6.1. k- / M. \ \ \\ \\\\\\ ` l . e a DIGITALLY SIGNED J / I a I VAULT FOR FDC LINE. SEE DETAIL 6/C6.3. D G pRON , 4 / . . 11 ROTATE CONE TO KEEP LID OUTSIDE OF CONCRETE �� a� A51-42 l $ /\ � .__, ` FP FDC-0 ! \cti I I I � / >l �� � � - CROSSWALK. ASI-27 '°q�( �� ' 2d�Q,�p ■ / �. MAR14 i 1 , 4 ASI 27- - RD , - \ �' Q. d I 7. -� CONNECT TO EXISTING GAS LINE-; r \ . .,:: yEXPIRATION DATE W.31/19 COit..i) !J , GAS SERVICE TO BE INSTALLED ( � / ab. »° I © UTILITY KEY NOTES 1440 BY NORTHWEST NATURAL i \ 4�- . I a y" ;% a' • �. " I ,�; NOTE DESCRIPTION " EXISTING 4 POTABLE .: \ D / U - -l' 44- * >. . /� - W WATER LINE I ,• i/ 7;/ IH- FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS I1 / W HB-05 i 0 `� ��� w NOTED. SEE PLUMBING PLANS FOR CONTINUATION. RECEIVED W DCVA-01 \ \\ r 4/_ , �, I CONNECT TO GAS METER. CONTRACTOR TO i s ° /. O 01 W HB-06\3 �� \ a ' /Q �, a W G COORDINATE WITH GAS COMPANY. SEE PLUMBING ��� 3 zags tII-- . . \ 1 p . " �' I v PLANS FOR CONTINUATION. / 13 LF - 4"W S 4,4 t;ITY �F �IG� D CONNECT TO WASTE LINE. SEE PLUMBING PLANS sc RFI 39 ( '3 / / �, w� / 6 - 4 . � .�? S 3UIL�4NG U �IiS G 2 NA 'LI E EMENT :- ... .:..:. .:::; NAJUM ry zuu5 u3iu:r - ' \ ;/ c a .- \. �` ° , ' CONNECTFOR TO COAD WATER SYSTEM.N. SIZE AND ISEE T SPLUOMBI G W TEE-01 -- _ '"' \ // / �' A : A• :` I W PLANS FOR CONTINUATION. SIZE AS NOTED. ate:, ,�ifi ° ' �`/'' UTILITY CROSSING PROVIDE IN CLEARANCE, . �. W/ I, 9 ) FP TEE-06 .' 12" M . 2 4" GV f , 18 LF - 4W - 22 LF - 4W 23 F / .4 pd .. U.N.O. • I- __.. \ FP TEE-03 4 EXISTING 6" FIRE - 6"F \ ISH , `' PROTECT EX FIRE " E P \ ,./ DDCVA IN VAULT , 0 ' m WATER LINE\ 9 LF - 6 FP 0, • \ ,/ `� s a •�. ;,/' 4, • I �+ 11 A lot W HB-01 -- +o' ill \ i ] I 1 FP HB-08 _cri- RD \-‘, \\ \\ ;% " . 0 n 2 LF - 4"W W TEE-02 (W-RDCR) FP VALVE 04 C FP FH-01 8 / / \.. /; . - „ 4"X2" TEE W/ 6" GV ;/ {� �,,/ .4 �� 4 �/ $� 0 5LF 4W 7 2 GV & 4 GV411 , ill ill \\ I W HB-Q4 - FP HB 09 :**IN .. b a • .: b 4 a C)5 W DCVA-02 IRR ,i FP FP FP I .r � ;FP_ " FP FP FP FrRD ♦ / / �. `° 4a _ 2 a _ V �. ( ) \ HR/' - SMH 2 d :OOPRFI-013 275 LF $ FP I / 77 f a A11 LF - 2"W _ 42 _ Icca ' 4 I t� -/ e • . TEMP RIM 259 64 OO P CO 0 ------,X, \ FP TEE-04 .`"* x,`36 I 4 ' FINAL RIM=258.78 Q C� ADD-02 �� tl n �.� A IE 8" IN=252.36 (SW) _ I N ELEC VLT-01 a IE 8" OU . T 2521 RFI-39 ICv� 8� - • e OUT=252.16 NE k EC EC EC \ `-. ( ) ` - - 1 ,�--COMM VLT 02 " 'SosTcRYCONCRTEDuiL01G l 4/ C..� 2 [II ASI-4 2 ; �, RFI-013 1 I 1 \ Y / - . ./ g - . A OFFICE � ICV lcv 1 �. a N.-41Ik 1 A. >,:i-''k 1 / ;' CD V 6 E -_ , a -co .ti RF-3 ► I ��a \ilk / �� _ REVISION c vja. weII: �, ! i I. \ \ = ,•' 4, 4_ . ♦ Approved ne ^ CD 0 FUTURE WORK "`-� \ v _ "� 1 °° ' \ \ FTU ' HOOP �v '1 ... FP VALVE-01 \ SHOWN FOR �, 0 0 '-� „`44 N. .: , s ".� i 6" GV \ \ REFERENCE, co c� 2,- . 0 /*I ✓ \ \ IN CONTRACT NOT o ,' , a♦ wry (� r r-1 404 PLAY : % i ' \ °- a a ,:, '.4r) 40 �/ %♦ STRUCTURE , V r� ' 11 E r .. .: . ;,xs,,� .... : ::: . .. .. : - AREA Tl it RBALL I FP FH 03 \ !}1/t \. ♦ or� o O W �1 J WSJ .. .,-.. r...... ........ ........ ....w ......_ _. __!--..- ..::.::4 O 0 O 0 , e-1 - l D -Q ( I ! AQP . ,,:' \ \:: ♦♦,�0� - -: Li--: E i . a \. o I I t ' - 0 " .4 4 4. a e C I ETHERBALL ' . 1- 1 it ° '' 1 - -_. ,..f., 411:- 0 . \17 il lqjfifi " V#� 1 I 1 ETIiERBALL 1 . GREASE INTERCEPTOR, -": : 0 E=263.50 yi N SEE PLUMBING PLANS 1 ,4 i UTILITY LEGEND Cr) I 1 / � `1 8„ 4 111 SW Fifth Ave., Suite 2500 CO I 0 IE=262.80 -" -' •:. 1 L a SANITARY MANHOLE Portland, OR 47204 i �� rim r� C6.1 °°' O: 503.227.3251 �, I - MATCHLINE SEE SHEET C5.2w I O i� \il/j ' S SANITARY SEWER LINE F: 503.274.4681 J www.kpff.corn 0 FP FIRE PROTECTION LINE 49 U ASI 27 W WATER LINE OI FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE NG NATURAL GAS LINE 5FIRE HYDRANT ASSEMBLY G STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING "AY FIRE DEPARTMENT CONNECTION (FDC) FDC-01 132282.61 321754.17 DCVA-01 132209.97 321744.39 MH-2 132189.43 322186.89 8 � ASI-42 _ ►� GATE VALVE (SIZE AS INDICATED) Z �'���0,-- ►r-� ---'�'-u� C6.1 w FH-01 132211.40 321929.44 DCVA-02 (IRR) 132197.17 321743.64 MH-4 132412.67 321772.31 k e y p I a rill" R71-013 _HU FH-03 132113.38 322053.56 HB-01 132209.38 321739.06 STUB-4 132420.38 321764.13 LL, phase CONFORMED SET HB-08 132218.35 321907.43 HB-04 132200.17 321743.65 STUB-5 132420.43 321773.05 OF- HB-09 132185.16 322023.93 HB-05 132222.50 321739.06 ASI 42 _Y_ HB-11 132243.92 321738.18,..) HB-06 132225.09 321752.03 date 07.27.18 W TEE-03 132205.00 321749.02 TEE-01 132209.37 321752.03 r� TEE-04 132185.16 321749.02 ft -1-013 revisions N TEE-02 (W-RDCR) 132200.17 321752.03 ADD-02 � 3/9/18 co © RFI-013 081418 / /TEE-06 132224.06 321900.64 VALVE-01 132207.65 321752.03 c.o RFI-039 09/20/18 VALVE-02 132211.61 321752.03 ASI-27 2/15/19 N ELEC STRUCTURE TABLE VALVE-05 132198.44 321752.03 AS1-42 7/2/19 U VALVE-06 132200.17 321751.00 cn STRUCTURE ID NORTHING EASTING LUH VLT-01 132179.20 321743.74 project # 16054 O cc CL COMM STRUCTURE TABLE RF -013 UTILITY PLAN 52-1 U STRUCTURE ID NORTHING EASTING o>7 VLT-02 132161.70 321743.76 SCALE 1 INCH = 20 FEET C 5 • 1 �U ...__. iel.. ....i ,...,cd 20 0 20 40 N-u_ - - 278 I I , , I i I I i i , I , I I I278 SHEET NOTES I I -- - � 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL 277 - -- _ __..__..--- _ i iµ. - 277 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DWG NO. - -'-- _ - ;_ ., I E I 120. SEE C3.2. 276x -- - _ _ - EXISTING GRADE - -"-- - -W �- _ w • - 276 3 PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY AND AT CENTERLIE I CONSTRUCTED UNDER SEPARATE PERMIT. z 275 --*- � �_ 0 275 4. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL SECTION 1/C0.4. M -._ . -3.749-- _ AT SAWCUT DE EXISTING GRA cri m -'�` �. PROPOSED GRADE ; �, _ -� .. _ -_ . N - 274 __ KEY NOTES c� w 3.03�__�� � N __. �......... _ ___ - 1 PROTECT SIGN 273 --4 { �_ --- --_ __. u, II 273 o(N N -..s-._ ._"_.'.�- `-"'X.`""^- i. r 111 ix m `- --•-- • --._.: 2.49%_�. ___ -- __ -- ___._ ._ - moi. - __._ _ 2 PROTECT WATER LINE 272 m-w - ! _ o+ ....... - ____- 272 :. _ 0 0 3 REMOVE SIGN AND FOUNDATION SALVAGE NO PARKING SIGN 271 cw -" - - _ _ 1 co - 271 4 PROTECT FENCE ro" 270 ... ... ... ... ..... ..... ...... - ------ ..... - ..--- - ..... ......... ....... �� ' a cv _ - 270 11 SAWCUT EXISTING PAVEMENT RECEIVED O ' N 12 REMOVE CURB 3 269 - �- - ±N 269 CITY Of- rrGi9 13 REMOVE SIDEWALK SUILDING DIVISION ! ! 14 REMOVE AC _ _ ! - - 1 268 1 .... 15 REMOVE TREE COORDINATE REMOVAL WITH PRIVATE PROPERTY OWNER I 267 ----- w - a -- _ _- � J267 16 REMOVE SIGN AND FOUNDATION. 266 I I I I I 1 I I I I I I I f I I I 266 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 (SEE C3.2) 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 22 CONSTRUCT CURB AND GUTTER PER DWG. NO. 126 (SEE C3.2) 23 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 12. (SEE C3.2) PROFILE - SW MURDOCK STREET 24 CONSTRUCT CORNER RAMP PER DETAIL 3/C3.1. SCALE: HORZ: 1 = 10 25 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL SECTION VERT: 1" - 2' 1/CO.4. 26 REINSTALL SALVAGED "NO PARKING" SIGN POST PER DETAIL 1/C3.3.A a I- % c:'_,, ' 11+34.57 8 i� ��.G. 27 INSTALL CURB WALL PER DETAIL 2/C3.1.A LT 21.00 NN - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 17 28 INSTALL 4" BIKE LANE STRIPE (W) SEE ODOT STD. DWG. TM500. ,, • I `,, 29 INSTALL BIKE LANE STANDARD STENCIL BS SEE ODOT STD. DWG. / L • �C 4PC 4 F� TM 503. 0y ��.wr-pa i i cn I ��' �-,1 y.-.. / 30 DOUBLE YELLOW STRIP I ---"--1* "Illyrill / 31 RESTORE STRIPING IMPACTED BY CONSTRUCTION unglasaranneveavarawistessiffmnita8 :r5.. ,, , V cc • LIR I A .,., , �1`f I �� N _, rn CO 32 ADJUST GATE VALVE BOX TO GRADE PER DWG. NO. 503 (SEE C3.2) cid� � 0IIIIMEII NS N P'7.• 33 REMOVE 6" WATER LINE AND GATE VALVE N NC3r7N I �cONN 'Y lk C<Imo + •- � i 30 oW � 2� di a o z w I Z ',,, 41Ir �( 34 INSTALL 6X4 REDUCER, 4" GATE VALVE, AND 4" WATER LINE WITH BEND Q 10 00_ „� -._ ... ,,. 11-141.32 Ao, I FITTINGS TO SERVE DOMESTIC WATER METER .. 1 1+00_ __._ _......._._�`._ - - � r .; _.:;:d r oral r�r�i♦ ,r-r�inrs i �-.�,...; r.,.. _�.._,.%rrre?NaIAMiN�AAtY»brNM ..,.. _ �uru'" .._ .. . ..._ - r r �r�w�wtw i rr__;.d{� '�rM1►:�t � . .. rr.:�.•�:.::,,...'1',.rrr 3 s;,r<I�)rn�+ t4a3- ter;-.- SD ROW CB.,.; �� � � � � 35 REMOVE PREVIOUSLY INSTALLED FIRE HYDRANT AND ASSOCIATED GATE Millnal / S W I D R D,O CSTREET O -1 �% VALVE & PIPING. 00 11+59.27 RT 16.00 © 2 ' rn 10+56.46 10+68.07411r4IllirrItAillrart 7‘ �® (71) RT 12.80' 29 RT 12.79' �� �3 10001 WATERLINE EASEMENT / 0 0 0 �. UTILITY KEY NOTES �..w. �.. 9 , . F I�r •r 7- ' 1 CATCH BASING 1 WITH BIKE T I SAFE GRATE PER DETAIL 1/C3.1. r� _ d/ � [ f [ ... .:..�;'?� .� ,, I'�� I � � �'-� = roti �7` - u �.., c . I a � Int' [W] � [W] 2 INSTALL 8 DIA. STORM LINE PER DWG. N0. 1$0 (SEE C3.2) f :` ' Hoy` l .. Ni li.IIIIP' ICV ` 3 CONNECT STORM LINE TO ONSITE SYSTEM. SEE ONSITE PLANS FOR W fi, - C� _ i. ' T__ CONTINUATION. 4 • , ,,,, __ 1 L N ora:�� - - a _ _ T_ - - - 4 Go © 0 • 9 0 I i �� , �- s 4.1 ,r` �`�.\ 5 REPLACE 3/4" WATER METER WITH NEW 1" SERVICE TAP PER DWG N0. 00 10+70.14 •; ; •, 520 (SEE C3.3), AND KILL OLD SERVICE. 3 11+32.44 LOT ! ` I RECONNECT TO 3 , J ,.. ..- RT 17.84 - 7 /0 0 EX SERVICE RT 18.40 �y_, M� _ ✓ . 6 INSTALL 3" WATER METER PER DWG NO. 523 WITH SMALLER 4'x6' METER G o 0 f _______/ 11+55.25 yy1 1 � ` 1 z Env] .: VAULT AND EXTERIOR BYPASS LINE AS APPROVED BY WATER 6 O 7 ;,: DEPARTMENT (SEE C3.3). ALIGN VAULT WITH BACK OF CURB AND FLUSH oIII . ® RT 18.50 / ,, ' WITH ADJACENT SIDEWALK. Q , il: U.1 . , t O or•-• = . f r/ I 7 REMOVE EXISTING METER VAULT. SALVAGE EXISTING 3" BACKFLOW „r ., , ASSEMBLY TO OWNER. COORDINATE SALVAGE OF EXISTING 3" WATER v1 1METER BY CITY OF TIGARD WATER DEPARTMENT. ENSURE CONSTRUCTION LU , °�' SEQUENCING MAINTAINS WATER SERVICE TO EXISTING BUILDINGS. C 1 II 8 CITY TO SUPPLY NEW FIRE HYDRANT ASSEMBLY FOR CONTRACTOR :I!I INSTALLATION PER DWG. NO. 542 (SEE C3.3) i i o , �, I 4, ,- 9 INSTALL DEEP STRADDLE BLOCK PER DWG NO. 561 WITH 3/4" . , I I ALL-THREAD AND 3/4" STAR BOLTS TO EX HYDRANT TEE FITTING. d ,% ,-r • I I POTHOLE AND VERIFY LOCATION OF STRADDLE BLOCK WITH CITY PRIOR a a TO INSTALLATION. m r- 0E PLAN - SW MURDOCK STREET 10 6,r HOT TAP WTH GATE VALVE FOR NEW FIRE HYDRANT. POTHOLE EX e SANITARY TO VERIFY NO CONFLICTS. o SCALE: 1" = 10. i o 2/15/19 ASI-27 07/03/19 JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. 7/2/19 ASI-42 ���~�D PROFfss i� �5 N /0# DESIGNED BY: J. ADAMS i� w�• <4,\- PFl I- PUBLIC FACILITY IMPROVEMENT PLANS 79701 PE l DRAWN BY: R. CADUA TEMPLETON ELEMENTARY SCHOOL --(7., lq:/iff ill SW Fifth Ave., Suite 2500 DIGITALLY SIGNED M CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON C2 • 1aj o Portland, OR 97204 OREGON PLOT DATE: 7/3/19 11:43am O:503.227.3251 il °- F: 503.224.4681 �° /U� to 24a� 4 PLOTTED BY: PDedyo SHEET Of M www.kp 24.46 9GE MA RK DE�� SW MURDOCK STREET PLAN AND PROFILE 6 11 (NI DWG NAME: C2.1-STREET-P&P.d vg RECORD NO. es' REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C2.1 1600327