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16000 SW 72ND AVENUE CITE-CONDUIT ADDITIOil] S. W 72nd A,VE TI GAR D ) DR.EGOIV 1 j � I F, ORE60b1 _ _ . ELECTRIC _ RAIL.WAY R PIL OPO — w 72nd.. Are. goz m _ $ W 72nd AVC -. _ J . SOUTNE�N _ � t i 9P I 4P ii sonM eo.aee •�.0• a*n eoo.000.eoo Nw �wwK�evwlw s nW nveneest ec. �o ni`e UNOE.E ROUN oAb WASH I NGTC919 fDEN;NG — 9W72fNt1 AV `vp oeo. No. IMF CNAeIe OW N N ANO eMION Oae WWN Mo CHRO .110 Am N Y I O N c .. n. _._�__.-. L .. . _. __ �YI�...:_ - ..nd4t_.. .. +nS�•1�.�Mlr� ...._. _._ _ �.�..w..tue�.., l :-�.yO�w».v nn�raRw.Aq.. _ 1 + 1 ( 11` 111(1 hII IIIj1111(QI 111(5p I(rNi Ill(I(1 Ihl X1(1 I '1(Ill I�11111 III(II 1111111 Ill lt(1 111(111 111111 II I(IIIIIII(III VIII IItIII IIII tll((II II I(III II I(1111111(In _. .. I I I i `► I I i ' i t l I I 1 I I I 777 B 19 I I 12 VOTE: IF THIS «ICROFIweo 8 - - DRAWINC IS LESS CLEAR THAN THIS NOTI6T !T IS 911E TO Jlf QI LtTY OF THE ORIGINAL _— O I '' OC 6Z 92 L2 92 52 ♦2 E2 22 IZ 02 61 91 LI 9; LI 01 EI 21 II OI 6 9 L 9 S Hr E Z I*Y`eY Milo lit u1ROIORIII111 nluullnl6Ndm11011hlilt u64u Ih«Il9nhmluuhlulmilnulw4uuluu19ul1wIu9Ldm,6Hit I mlouhIIt wlutlrwb idem lluIIlRulm4twille 4X ' 4 . MARCH 30 1992 il► 14 . In the case of gravel surfacing, the orginal material may be stockpiled an re-used if suitable for the purpose and approved CONSTRUCTION NOTES: (�i:KI:EtAI. by the Inspector . 36 . Vibrator shall be used on all concrete pours when deemed necessary by Telephone Company Inspector . 13 . It is the intention of these Specifications that all excavated 1 Any wo-k done by contractor will be held responsible areas shall be restored to their original condition as nearly 17 . All segments , bends , sweeps and radius sweeps shall be for all damages incurred during his operations . as possible and acceptable to General Telephone Company of the placed on spacers and concrete encased . Northwest , Inc , City , County and/or State authorities . Contractor to provide all material and equipment (except 18 . All segments , bends , sweeps and radius sweeps shall have frames and covers) to complete this .job . 14 . The Contractor stall be responsible for the replaced surface inside diameter same as duct being placed . and , at his expense . shall repair any damage attributed to this 3 . GTE to provide all manhole frames and covers , project which may occur within t years after final acceptance of 3'� , Concrete shall be 5 1/2 sack pea gravel . (Refer to GSP 622- this project . If , within 10 days of receiving, notice of such 100- 012 . 4 . All driveways , street pavement , shoulders , ditches to be repairs , the Contractor has not complied with such request , the restored to their original condition . Company shall hav, the repairs performed by other parties and �',li . Laterals to poles to be encased , 5 . Crew responsible for contacting all underground utilities the Contractor must h-1v for such repairs . 41 . The Contractor shall prove all ducts placed after concrete 24 hrs prior to start of construction t ,) locate their 15 . The Contractor shall not perform any excavation , or obstruct any pour is completed , from start to end by pulling a mandrel facilities : street , alley or access way until he has on hand all lumber, at least 12 ' long and 1/2" smaller than I . D . of duct . Mandrel c, nduit , and other material, and all equipment necessary for the to be made of wood or metal . Proving must be done in the Northwest Natural Cas : 220-2.. 15 rapid completion cif the work therein , and has notified the resence of Tele hone CampanInsector . T'Fie Contractor shall PGE : 643- 5454 Inspector , City, Count; and/or State authority , specifing hour ear ancost needed'to repair or replace defective duct . " igard Water Dist : 639-2591 of opening and approximate length of time excavation will be Refer to GSP 622-105-207 for additional information . Metzger Water Dist : 245- 3331 open . Tigard Public Works : 639- 3526 42 . Joints or couplings of ducts including recommended cement Tualatin Water : 638-263 16 . Trenching oz r,%cavation shall not be less than 6 inches wider sYlall be made by method approved by manufacturer of the Rivergrove Water 639-6919 than the conduit formation and shall provide a minimum cover of type of duct being used. 36" measured between the lowest elevation and the upper surface 6 . Crews to obey all safety standards of the State of Oregon , of the concrete cover . 43 . All bendsin duct run shall be as sweeping as possible and Washington County , O . S .ii .A , and General Telephone Company to the satisfaction of the Telephone Company Inspector . of the Northwest . 17 • GAiIT:'F,J PT .TOB 54O1INC : 44 . Duct termination inside manholes shall be flush with wall , 7 . Crew to adhere to the following regulations : clear of mortar and edges smooth . 18 . Except with special permission from the Inspector to do so , not A . Working Hours : 7 : 00 to 5 : 00 more than 500 ' of trench shall be opened in advance of the 45 . ,%Il ducts shall be the responsibility of the Contractor until B . Safety Signs: (300 ' � to 400 ' Apart) completed project . � proved , inspected and accepted by the Telephone Company 1 . Roadwork- Ahead [nspector . 2 . "One-Way Traffic" 19 . It is anticipated that water will be encountered during a portion 3 . "Be Prepared To Stop" of the excavation . Adequate pumping facilities shall be provided '41,, . C,rounding: Use J.'6 'bare copper wire , placed in both directions 4 . "Flagman ahead" by the Contractor to keep Lhe excavation reasonabley dry. All a -dist=ance of 50 ' from each manhole (placed within concrete C . Two (2) Flagman Required Wien One Lane pipe laying shall be done in a reasonably dry trench. In the encasement) . Run wire thru 1" core-drilled hole in manhole Blocked , event the trench cannot he dried by pump', a rlsinimum of 4" of wall and attach both ends together to cable rack on field side 1 1/2-0 gravel shall be placed in the bottom of the trench . of manhole . 8 . GTE to provide permits on total length of project . 20 . The Contractor shall. ascertain to his own satisfaction the extent 47 . All ducts to be plugged - mains , laterals and risers . Duct to which water may occur , the nature of the material in which it plugs contractor to provide . wil' appear , and the extent to which such occurance of water shall affect his bid . All costs to the Contractor for pumping 48 . Pull rope to be place in duct runs . and dewatering the excavation shall be a isotbed in the contract a • M.H . 49 to M .H . 123 Duct 02 sum. No extra of any nature shall be allowed by reason of b. M.H . 123 to M.H . 124 Duct #2 CONSTRUCTION NOTES : SPECIFIC water found in •the excavation or that may enter such excavation c . :+ .H . 124 to M.H . 126 Duct #2 as run-off from storms, broken water lines or any other reason . d . M. H . 124 to M.H . 125 Duct #6 e . M. H . 126 to Ped /,'8057 Duct #2 f. M .H . 126 to Sp1 . Ped (Carman Dr.) Duct_ #4 1 . Total Trench Feet : 2 , 770 M. f1 . 123 to Riser Pole Duct #10 h . M.H . 49 to M .H . 125 & 126 - 2" PVC pipe _' . Total Duct Feet : 12 ,_285 Pull rope to be provided by contractor. 21 . The Contractor shall furnish , place , and maintain such 49 . hill to gall measurements to be provided to 'riga rd Engineering 3 . Conduit Totals : sheeting and bracing as may be required to support the sides of A . S . A . 11 . Measuring tape GTE to provide . the excavation and prevent any movement therin which might a . 10 way - 40 ' damage or c'elay the work , cause injury to street surfaces b . 8 way - 90 ' or adjacent properties , and as necessary to provide full c . 6 wdy - 790 ' safety for workmen and the public , as required by the governing d. 4 way - 405 ' authorities . e . 2 way - 1 , 445 ' f . Airway- 1 , 915 ' 22 . If in the opinion of the Inspector any timbering is inadequate , he may order additional supports which must be furnished and 4 . Total Manholes Required : placed by the Contractor; but , compliance with such orders or failure of the Inspector to issue such order shall not release 50 . Lateral to come up into splice peds . Splice peds to be a . 5106 - TA 3 the Contractor from his responsibility in respect to the I .S .D-3 GTE to provide ' b . 466 - TA T adequate maintenance of excavations . 51 . GTE tc provide frames covers jet line (measuring tape) and 5 . All pavements over trenches or manholes to be excavated shall 23 . The Contractor shall excavate to the proper depth , prepare a splice peds (I .S . D-3) . Contractor to provide all other he cut in a neat straight 11rle prior to removal . base slightly larger than the base of the manhole with at least material and equipment necessary to complete this project . six inches of level tamper course 3/4"-0" rock. 6 . Pavement shall be cut with a COTL..r,:te sav and under - 52 . PVC (Air Pipe) use reducers to match 4" duct entrance at cumstances shall a drop hammer be used without first ng 24 . All precast manholes shall have a miL:imum cover of 30" unless manhole . Reduce 4" to 3" and 3" to 2" . approval of the proper governmental authorities conceri,,d • otherwise shown on drawings . 7 . The Contractor shall protect the pavements adjacent to the 25 . Joints between precast neck risers and manhole frames and 53 . Rack both side ' s of manhole and 2 pulling eye ' s per work by appropriate means so that only that necessary to be covers shall be set with basket material as use between vault manhole to be supplied by contractor . removed is affected . Any damage to pavements adjacent to the sections . work shall be repaired or replaced, as directed by the Inspect- or , at the expense of the Contractor . 26 . Inside of neck risers shall be sacked finished. Pavements or other street surfaces shall be cut only to the 27 . Frames and covers shall by adjusted approximately 1/4" higher I minimum width which will permit: the proper excavation and than existing area to eliflinate water entering into manhole . I bracing of the excavation or as required by the governing agency. 28 . Sizes of neck risers are available for use - 6" and 12" re- S' iewalks generall shall be removed to regular lines and quirements are 2-6", 1 -12" . square , but where practicable , at the discretion of the Inspector 29 . Ducts shall enter manholes at bottom outside entrance holes removal shall be avoided by tunneling . When sidewalks are unless otherwise stated on drawings . necessarily removed , they shall be replaced with a like material and in a manner acceptable to General Telephone 30 . Minimum of five feet straight duct , vertical and horizontal Company of the Northwest , Inc . , City , County , and/or State from manhole entrance holes to start of splay is required . authorities . 10 . Where street surface pavements have been cut , the Contractor- �1 . Splay shall be a minimum of 20' shall provide and maintain a temporary surface of gravel , or 32 . Ducts shall be placed on an even grade and as straight as maintain a plank surface across such cuts at all times until possible . the pavement- is replaced . At no time shall street , alleys , or access ways remain closed because of open excavations . 33 . Plastic spacers shall be used with 2. separation unless other- 11 . All pavements removed shall be replaced in kind , in full con- wise stated On drawings and spaced every 10 ' . FORM 004005 - 1 74 Ormity with the corresponding specifications of the City , 34 Encasement of conduit walls shall be no less than 2" and no GTEP900.000.903NW County, and/or State . New material shall be used and the more than 3" on top of ducts unless otherwise stated on -------- - finished repair shall be satisfactory to the Inspector , drawings , 1A0VD0fW6 "",,,R,tn "«„K ,•�,• �,� -->�rzuar-- /GAFZD WASN�NGTON coulim 35 . Pouring of concrete on ducts shall be done in such a manner TITLE: UNDE2GPDUND LON]�!J/T-ROA go as not to move or float ducts . Method shall be approved k � DENT NG - UVPEX ILOONES FERRY by Telephone Company Inspector . #JED S E 1W SIC. 1Z , 13A 0111 ALI: 0.i PERMIT NO. 1�Fj S2 NO. �H _ EE: Z. r 6CNANI AND SEASON DATE FAWN EN• CNKD A►r0 2 C'IF E, .... 1' :•iHyNw,, �t 1t� rt1 1tr 1 1 Jill 1 1 ( 1 1 r r t ter r 1 r r I i �'i� r I r 1 1 r 1 fit r 1t 1 r ( l l r I t I t 1 1 t t 1 1 I r rtr rel 1tr 11r rI1 1I t�1 ri1 1�1 111 1tr 1tr I r rtr, d ! i ! NOTE: IF THIS MICROFILMED - 2 .rte..,., 3 4 - 5 6 7 8 9 10 f 2 " DRAWING IS LESS CLEAR THAN I THIS NOTI%1-IT IS DUE TO �,. 1}E QUALITY OF THE ORIGINAL + DRAWING. :-_ "' '`` OE dZ 9? t2 9? P.2 f2 EZ 2Z 1 i>L ii tl 91 SI b1 EI 71 11 01 6 L 9 t 9 S ► E Z 1 ►Illuullurlu1111�u11111111�11�mlul�urruu111r»1ur111��d���da,�1���►Iu�lhadnln�nr+.ltnthrl�nt}IHuI{aM+blrrl►1nIt,�1+11nI1�tIIr�Itlr+rlllllllllllll,lIMI1111�1IIIIIIt1��IW1lH91l1rluulnulmrlunlnubwlutl�iuluultwlw�l�ultluhut�tuhnl MARCH 30 1992 •..r.wrr. �e .. -'i�?!, �_ •v. - - .. _.. .. .,, .. ,. •,.. _ lig.. . 't.r mwr+u�hlNGdIY�M.1IMgWIV1iir" FTLE NO. =nd AVE.- - 16000 STR. OPN. PERMIT APPLICATION - STREET IMPRC HENT/EXCAVATION COPY TO: ORDINANCE NO. 74-14 L] (WHITE) FILE ❑ (BLUE) -INSP. (INSTRU C rIONS ON SEPARATE SHEET) E] (rE K) -A PLICA I? Ac:ENcv ❑ (PINK) -APPLICANT APPROVED ( APPLICATION NO.: NOT APPROVED (; CITY OF TIGARD, OREGON FEE AMT.: 3---- PENDING ---_PENDING FEE.PMT. ❑ CITY HALL. RECEIPT NO.: PENDING SECURITY i PUBLIC WORKS DEPARTMENT BY - DATE_- M PENDING AGENCY "OK" [] Application and r'rogress Record MAINTENANCE BOND PENDING INFORMATION Cl FOR STREET IMPROVEMENT/EYCAVATION AS REQUIRED _ ANNUAL �1 PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: 1 - DATE ISSUED: `t'L-� �LJ�� . BY. (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR INSTALL - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT . ' VtA1 Al A//I S ?� / �G/Y�f� NAME --------- ADDRESS ��—__• CITU PHO 0,3 7-3 CONTRACTOR NA __--"ADDRESS CITV ONE PLANS BY NAME ADDRESS r TY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ _ __--- - - —_— —.--= DOLLARS -'---_ 0000 O O O ® 1 2" PVL FOR A.\R L_\NE O O O Q-0 - 2" -PVL FOR. A\R. L_NW . 0000 O O O �) 0000 O O O O 00 n ® O p (7) n 10 WAY W 1T 'H AML PIPE OOQ © r� O O O � ® Q l) \ D UC.7 5 \-C, v*ROM ^1 N \Z3 0 0 0 OO © FRor� M H \za ® O O �� (� O O ` 3fe" M1W COVER i \\ M.N '49 TO M N 124 0000 I a o O @ C 7fUGRETE EtUCASE:MENT 0000 I 0000 co O 0000 I 0000 O n O 0000 0000 _ `� , I 0 �7 Cc„ ,. G4 ZNTERMEUI ATE SPACER © (D 00 DUCTS 1-2- VQ -PE BOB `57 ' 1- '4 -V L, M. `�. Z.co I •TI✓\ r� ' ION DUCTS l_6 Tt) (� O � � t (� >® OOO ® O (zf TO M NZ5 0 O , _ n (7) � 5 6 4” PVL-Ea 0000 O O O O 21. �, �, It. 0000 O O O O O O Q --- PVC_ FCR AlR LINE O O O ® `' t - -- 0000 1 BASE SPACER —_ Z iia L7V S 3" SEPARATIOrU 14"- .. - Ifs" - a WAY WITH AIR PIPE GWAY WITH AIR PIPE O O O (& --- Z"PVC. FUR Al2 NE 3G" MIN LDVER O OO 2" F�VL FOR A\F- 1-�NE O O CONCRETE ENL ASENIlr AlT I I ( 2" PVL- EB O ® - O O 3" � •`XtD, ` - - -- "\ 31Co' MIN. LOVER O D U L i, 1-% F ZQM v Q O' DUCTS 1-ZFQDklMH.124 TO" v' '_-_ TNT EF' "\F.D\ATE SPACER © M N 4�i 2 ' SEPAR >\T (ON ® (D COfUGRETE ENCASEMENT j 3,F" ? , ` 8� h I - - •��L� �! 2,• PVC- EB — -- - -- ----_ -- I _ ---- 4 P V G-E Pi 126411 O o 6 r Y 1 _--_M RITE R.1 EDIATE SPP.LER �.l 1' 2' SEPA0.ATIOtU O 0 O O O O 0 0 0 0 I , 1 . 5,_ ; 13ASE S PAG E VL M.H.IZ3 I M H 1LS 3.. 5EPA0.ATInN 3 ,4. _� - i� 3" SEPARATION O O 0 0 0 0 0 0 0 0 O (� --►a"--� -- —� --- 1 w, - - Q O �I (3 'DUCTS I-Co Z-D MH IZ4 ® O ® ----R)SER MULTS T O L.P. t� -- DULT5 -7-8 EAST ( PAS: 7ea.,T) O O OO Q DUCTS 9-/D RISER PDLE O O `� O 0 'D 0 (3-- Z" If VL FOR fk\R l-\Nt -- - 4 WA`I WITH AIR PIPE 3G•' MIN (_DVEZ 2 WAY WITH OUT AIR PIPE 2 WAY WITH AIR PIPE � ---- caruc � E c E ENCASEMENT TE Z N T E E P A R AT 1 p iU SPACE \/ ' 3 4 — Y � �� A" PV` -E8 3G" MIN LOVER_ j� 3G' MIN LOVER l � � / Z" PVC -EB BASE SPALER_ � � _GONC RETE ANO SA1lD A > .- .. �� 3"SEPARATI O PJ _ LONC.RETE AND SILND ENLASK- EMET S4" � II�iTER.MEDIAYE SPALER �� --� - -- 3 L_" SEPARATION r� - 1.4 1 I 2NTERMEtIATE SPALER. T�VL-EB '2" M "J�� ( _ 4'• 3 -- -- SEPAR. ATkbW 1B' uReoncy� „ 12' u• I � _ q�' PVL_ - EB I - _ �� RASE SPALER D% G �� SASE SPALEE `� d 1< i> < J 3" SEPARATION ..1 EF' DJU-iU04U 1 NW tW 3" SEPARATION se.�sww���fK com+�nv ns n+c �wwncw�s�enc T I GAR D � W AS H I NGTDL/ 16" - �► -- - --16TIrN W/DEN� rDuIT IJpPE DtT10Nl - ROAD R B OOIIfES FERRY Y. ARID 5 W. '72ND AVE _ _ Z5 I. IW W. 12, 13A — T . OPN . PERMIT No. �4E -82 rI pRI61NAL ISSUE I s-®z T?LT.]'(- I oKD. No s-�"-7;isZ_ A1` IJONE n r C+ 11IF SHUT CNAN�I AND ItMION OAT{ KAWN INS CNKO A►ID A►ID owo. NO. NUMIIK 3 -^p LAN � I ;I � .I�i. I�^ I I111 t11 11 ► ' 111 Iltl1� Ililll lIl III III I�1 Ilt III 111 III III 111 111 111 111 111 111 1 1 r11 111 III 111 111 ltl 111 � ► I � .•f .,_..., . _. _ `1 I ( 1 � .i I I I --- 2 3 _ �— - 61 T 8 NOTE: IF THIS M ICR01'I LMED T"'"���'� 5 9 I 0 I 1- - -- - DRAWIW, .IS LESS CLEAR THAN THIS NOTIM-r-IT IS DIE TO ' _pf QUALITY OF THE ORIGINAL ___ -----^----_i_ - DRAWING. Oc cz 92 a 9t S2 IZ EZ ZZ 18 Ot 61 91 LI 91 SI 11,1 EI ZI 11 01 6 9 [ 9 111111111111111011111Ill 111;614111111144111111AItill"III IubliIIIII 1)u1111111111IiIldw4 W111h1111111111111hII1111nbw�U�uuUlu�lllltllnllhulllUlltltf � kL MARCH 30 19 92 d ' \ d \ - Q °° `� �vp lL 4-�4"PYLgENDS 90'-36' O -C � 4 � ' `, 4� '2z PVL E�-40' ti,q2"PVL Ea 4W UPPerBoonf_sFerryRd Exist pvm'r _ -u u -- - - - - dF - W '['-T'_"�_'l. �- - - - _ -�'"'.tri---�•_ __ _ _�_ t �1111 _.-.rte-^'.�_ r yy> o f- -- -- --- -- - - -- 'q _--------- -------- ----- -- __ IA.H. 123 5/1)fn-TLA / 16 IGi IT 5106,-TA / Y \ / I V/ a g FL1T�;FZE 5 'SIDEIUALK- L I� Pvc E\, 4 'W' I� y Z FLIT-UR_E 5 S IDEWA LYL P ?v i 1- z•' PVL ES / I-2"PVC Eb fc-'4" PVC- E P — � "PVL Ea J j f5' 550 ' Z-4-P YC- E a (Z D' ; ¢ -4"PVL 8EAID-. , 900 PLAN SCALE: 1" =50' .. ......_... .. ..... ......... . . .............. . ... ......... ........ .. ..... _ ......... .............................. ... ......... ........... _ ............ ................_...... W t Q y SE'S :.. .......:... _ ............. P 0. _ _t � w L W N Q 12, Li ISO 0 WAV Q Y Q p Q VEAR �- p P O F G LJ B Z G C'4z" f`� g N/A 145 0 1 F ,�-- o ,o' csP LLA -- �� co - i o z / 3i c•�.F W �y 140 /-�'" ti 14D E- xis r c,2 nuND � ` � Ih 135 a 135 hI � i PROFILE t SCALE Horiz I"=50` Vert' 1"::5` 1 2+ 00� _A-,-_- 13t00 �— 1'4 +OD 15t00 /O+ OD 17+00 _- 1A4.00 I1 +00 z0♦00 - ZltOO_ �- ZZ+00yt00 _- '4 of c" ST . _.. .iOFi• C h�r�� HRYS/►LEN••'�nc'r"..rune n r E 1 h, PAN$ ..,.. • on, r. .�,. er - - L.. I� 111 111 111 111 ISI itr` III X111 11� 1�1 111 111 111 up ON ri (�i 111111 1) ill ilk (f (j t`i tfr �t rfl 111 1�1 I�, I�1 I�1 ISI ISI ISI {Ilft�l I�1 111 111 Itl 1�� Ir) 1 I I I 11 .I I n I r I 1 11 I 1 I f I ` _�.__2 3 4 - 5 6 7 8 9 10 1 I 1 •. _� NOTE: IF THIS MICROFILMED --- -- DRAWING IS LESS CLEAR THAN THIS NOTIGET-IT IS DUE TO Pf QUALITY OF THE ORIGINAL DRAWING. of 6z ez L 9z sZ ►z E Z Iz oz sl 81 L sl %1 bl EI 7,1 11 01 -6 0 c 9 s ti E I I 4 1 I I I I ( I , �1 1 I III 11111111 IIIIl11U IIIIIIIII 111111111 i1u1111t i<l11f1111 Hllllln IIIIi1111innluli 111111111111IIlIIILIIII�NI 1�1111i1 1111`INIIIIII�II111111t1111111111�111111111juul�t�llllllllf1111 II11111111unilwll#BIII�In�1u1I11111Inh11liu1t�11�thH1 .. ` o. MARCH 30 1. 9 92 I 'I \f1 �t �r eG Kir f' m w c h �. V- i 2-•4"PVG B ,AIDS- 90' t 2 (&-4" PVL E 6 >. 0107 u Y M HA7-4 .\ i I - Z" PVL EH_ / -'T 1� '. J -. ------ ----..._— —4-'4 ............. PVL E H - - I a G-9 PVL EB , -9 MH -2a �' 8 G I�4S ' / � `�� V`. ;,• � ew\.` S 1 U G-T A � �b - 3_- �� �- O r�S a d FUTURE 5'.SIUE NA � ` fi l� , �G Y ` INE 5 �,� � I-Z"PVG E"B � 2p• / -. �- ...w=_ - �. cp VN mum Lu -oosoq sz O _ C.) rr 0 � 1 1 �- / PL AN �5 5CAL E:I"=5 0' i W F O � I m I I o w V Y I v rl TOP OF CUre6 IQ Qum a - o W.a N N O w0 ca ti� h 0. z z° h f rl ISy - _. :..:.. ". _ . :... :. . 133 _ _ _ . .f• .J _ �___ _ �!1 ill 13 Oj 1�jP 18"CSP 130`•� B"ss 2 WAY IIrl 1, 145 PROFILE 143 SCALE: Horiz. I"=50' I� o Vert.l"=5` N N N Z '-j?DO 2-4 i0026itp0 L 7 r00 r Zq t00 -30+00 31±00 32tD0 3 :3-t-00 -34 -f-00 !S OF Co _�.�[ AL2 _ _--�—� _ CPN- PERMIT NO, 146-82 .,..�,..,- RYSTAIINE 11 u, I.y ...._ .- .•... 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