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9930 SW KATHERINE STREET NO T, - - - ____ �____ - -- ---�....1 ARCE TEC • r —AKI --_ _ —_.- 36492W CAMMM oMVE WX~PPM LAKE 06*9.Q CAWPON 9PO34503 03:�6eN J✓ -._ _ '"— - _.. _- _ t6. 10 .Q. `;N `RALPH G. OLSON, IR Oil J � IAKF OSWf1.0 OR ou ST INP.S RAL Rt- WLC`INc� if �. �/.. �•�' �tr -.:v.:-��1, .,Eng:,:_ Cc��T� IN ` ���) ��;%�n►�r �+�N - v� F�a��r��� - � �—_. COA C7fJ 2'� �,V (,vc T � I , �.���~(�..�_�_f C.�F-•� �I v N._._ - __-_ `�/`I-=--i.�_�----.--_.-_ - �A �" � _-----� - ---•-; ...- - � �•� M �`'' 1 ��-n N6 �•I�n N�-' F��►��� ..�.� vop IXY'Jf �, f'f� ::•�� l II SIN F� F ��C�- PAW?: g;�ie C i W^Tr HIQ•'I f'Fe:jjy L`� -IUM �,,� -�J .fo � f I I � I �• C4-1 V,/,ATT- 41 P'F�.`�:`Lj(2IF, `�o iJM� eL ioloo at :ZD I o I I' W"Ir(:Itw W1- 0) K 1,wf L 9Grx I CIO U,a tJ►•� ",f� p"� 7 46 e ` Z . (117 6 ry, .l ;� I.G�1Ntia "r lAoo4 t?►,tf5 A'Ejo.---�17 10 UP1<1 ,• -� r -�- ( REVISED A, -i ( O DATED DRAWN�r( I T'T oe 1 1N �'p , —1 CHE KED •'�' _ �Si�'.�"_ '�"SG4 '-_-S�"_T "_"'._.0� �_ sru.r*xa�lteri'r T- -YJD1M'-.�f•'T• ........-�..,..._..... r�.,.rr.vrw-w.w.e.:.a.er.a.es,s�-:,d• �.:.,s-snstia.-,.yeri-re:.f ao.:.s.rn-esnar- Yt• _ .z^._!�*'^ .2'1102'.'.ti.'_2.^...�'^•a-_.�5."'..s� - .t .-.._�_. _. 'w"'."��•'•R•- - '•,4t!L - rt'J 7'^t't Y,1' 7.�-� ..�..��� �._ .¢ ."r_. Y'. :=:'fRMCSt3t. -Tr•1Q41x..7.... F;�)f--n Ow e_Y L.0 tr RA�iroNc "T Dr Ncf-TH TIE I��..� At.� r►� . 1i �, ;1.1 ►1� IW y - `� I W `ASV�� .7 •I W q7 , CPN . PERMIT NO . 177— ! T�. I I WM 15� ! TIS 1 P r 1 OF CAM"IM.L COPY CO-PORTLAND.ORtoo �w h � I •-- � � �' _ _ _._ ,r .� ,1 "�typi"I""'I�►'I. t i. I +�w*AYE.�++rlPrve*�1.+..++�....wy,«... ,.__ a,.— ..�-..i. _ _ _. �A . ,.., II �1 111 III 1[1 IIt 1�� f�l 11� Ill r'i11111111[rlllll.,1' fill IIIIIIII Ilill,llllllll) 1111111I1111f1)I 111111111111111 1111111 !111111 1111111 111'11111111 111,111 1111111 illlfll P ._ ' -. , . - '" - �01I I NOTE: IF .THIS MICROFILMED - -- - 2 3 4 5 8 7 8 9 11 12 _ DRAWING IS LESS CLEAR IRAN j + THIS NOTICi;'IT IS DILE TO I QUALITY OF THE ORIGINAL „ .•rt.�• DRAWING. - —_ __ ---_----- ------- " e2 t2 e2 SZ f z £2 22 T�.—_... OZ 61 Of LI 91 91 bl £I 21 If 01 6 9 1 9 S 1 £ 8 Ia..,.R COMA I 7L:j- 1A P, f✓r�r ` � • ���• ��IIIIIIIInnllnilt!nlunitHtltutlttt1�1111111IIIIIM�Itt.Iltu1+1N1Nt�tett�1N11111t�11�1111111�Hffllift111!tt1lII�IIItIWIHNII)NII{11�luilklltlilh{IIII�IIIIIIIIIIIIIt]IIIII!Illllllllilll� llllrlltlllllllllllllllllll�)1We�llllillll�llll�lllLIIIIIIl�11f�p�11H - rn MARCH 30 19 92 .:old: NAM II � Oka zlGQv w o rH ,u 0 fX/ST/NG 6' JI I E L EV 4T/OAL4 lJk!kwvzh WIRE FENCE 7rR )/ 10 -t �! ^,^4TH h R•�. ':;�. I.1 r - -y- -'r- -_y�`- -r-- -y�---K---- X-_-._y_. -Y----k----X k- x -�%�-- - -X^---X_--.31^==- 1�......_�c...vwxc-_�. .� _..._ �.. ._-.., -� \• i ; l ELC V - 102 Q _. - -r._ �"1 � _ -__-�7 __ _ •.rr�- ,__..--•_...wa _- r a_� - G T. (l ryl �I n1 C "�� / LVL. /C7 0412 s W p�^• -f_X/ST/�IIG E c KA T``IER, ULA _ �, 14 s REMC rV r• � �5' T `i• . ,a V s-�„ � �� VISIONS /NG A t AVN N7 - - -_ . .. _. .. ir TAr"'E. 4VS AU STO Gam'' ..sem ..c.► r. _L.•_w r„—_ lam^- , �-4 �'1.1K �� '' � l-'l \ �I 1 _ .. 1 rT I • \ ' 1�_ ,-iv L SCJL ! c5 � - - •- - .., _ ___ - - ..,,�aR..C1'1!�- ' r 1 �e-+>M......�a LAND ' vGvEARfA i., --F "===._... N`VV- - J' ` C1wc �f >RM SErt�cr� d NGRTi1 OA/%t,rA sr -:-,• - TC EL 10 .72 .i4 5: v -�.'�SC' �,.T_____ I i Gl�4,'E _L. /1?�,'!J �• �' ��� I T T �' Q �• 5 TA J/Cx'GI^ :X/STlN, WEA" <C:)L E [ � TREE 7t? AE. r e, 1J1'�c '� Ki4�'�+f•R NE 1 � cvr w�,�E:� 7�, �sE Exp sr.��vc fo /r'EitK�1 E'G� RELoC''l.'f:'. OPAL EL [ 1 �h'� of���'L!NE- ---_-.�•� •{, ` f �,T / AFTER 5'.:'TREE! /S 10E.�IR�txIQ[.E.' Ft>W�. � •� -EX/.'.� 'i,','�� r^G�it/L•14' ,�%l'.�G.E � bvw sgir� Aa�b fo e ,eE- /,t•1AXriG>1iEME NT DEU/["•4.'�E'IN --_ 77r-7A,' [.gCArioru ov* Aa.:Y F"ORA9 .`''r.4LL0j4 -I)A•9//1/Ai z EX�.57'► IA( W FW,4LE AL(JWCi Z � Li.1i'f_. (�LDG'14� (7t) Ar FieivAmt-y r VIC T7rtgT �c v�e8- E..�V� ' AaAi !�� �l "^•�._ � - ---J � \\' DIES �laoT CAc � AcacJ�TiPE/ � `' "`T� __ _ i 1>�3MA4.E � � � /:X/`;r/,ti's=• •-. I PL,4-'1/ V µ / / ..A10- 3(.7ALE .. ... _ �J •n\' R THIS DRAMiNG SKOMS EXISTING FEATURES bk U ON A SURFACE INVESTIGATION ONLY AND IS NOT O GUARANTEEP TO SHOW ALL EXISTING FEATURES WHICH MAY AFFECT THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPLORATIONS AHFAD OF HIS WORK TO DETERMINE THE EXACT LOCATION OF UKJERGROUND UTILITIES OR OTHER FEATURES WHICH MIGHT INTERFERE WITH CONSTRUCTION. WHEN V UTILITIES OR OTHER FEATURES ARE ENCOUNTERED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUPPORT AND/OR PROTECT THESE ITEMS DURING CONSTRUCTIOP. SC AS TO NOT INTERRUPT SERVICE. �j NECESSARY ARRANGEMENTS SHALL LE MADE WH UTILITY COMPANIES COR MOVING OR MAINTAINING Q- THEIR RESPECTIVE SERVICES AS REQUIRED. 2, ALL WORK SHALL BE DONE ;;wf.R A PROGRAM WHICH SHALL CREATE A MINIMUM OF INTERRUPTIONS JR VC' iNCONVENIENiE TO PEDESTRIAN AND VEHICULAP TRAFFIC. FURTHER, ALL WORK SHALL BE CARRIED ON WITH DUE REGARD FOR SAFETY TO THE PUBLIC. -04C CLQ_ is RFS1Pd.�C.�L1-E Q I I i �R �4tJ�1,�1C C�DATt1�•nl.. Q 3. THE CONTRACTOR AT ALL TIMES SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINAMCES AND REGULATIONS WHICH IN ANY MANNER AFFECT THE COI+DUCT OR SAFETY OF THE WORK. - - - - --. ---.� - Ire., h101 M11 1q^> 4. UNLESS OTHFRWISE NOTED, ALL MATERIALS AND CONSTRUCTION SHALL. COMPLY WITH THE CITY OF TIGARD i V 7( �_ lir \ !") cV STANDARDS. ASPHAi_T CONCRETE SHALL CONFORM TO THE OREGON CHAPTER OF AMERICAN PUBLIC WORM" � 1 IQ ti c'� < � 1 EX/':•T//1�Ci 5UF t.•"I~, . <l ti Q H Ui\ PJ�IVC•JR/5 V ) C CEiV7�F�c'L//�E n1� �I� ASSOCIATION STANDARD SPECIFICATIONS, EXCEPT THAT THE EXACT PROPORTIONS OF THE SEVERAL v 'f/� -1� �14y q .J �r CONSTITUENTS TO BE 11SE0 IN THE PRODUCTION OF THE MIXTURE SHALL BE ADJUSTED, IF REQUIRED, SO THAT THE RESULTING ASPHALT CONCRETE MEETS THE FOLLOWING CRITERIA AS DETERMINED BY THE �. i � i I MARSHALL METWOD (15 BLOW COMPACTION REQUIREMENT). � ¢ �o - - - - -- - - - _____ ___ ____ tO �C%y NOTE -L• 1 - -- -- r ----- -- P11 N1.C►l�9 h9XlChlM I - „ F STABILITY 5 PI-41V 4OR �( . __ .----*` 1-- ---"•------_"_'. . r':%i/7/�'-�.--� � � � �rV / I S1AB1 00 �'0,z- re F T `V C H E AT U/VS - - STE Ti4 FLOW 8 18 _ - 4 PER CENT AIR VOIDS 3 S L I PER CENT VOIDS IN MINERAL 1, 1 1 AGGREGATE 14 yJ 5. !�tN NEW ASPHAtr"CONCRETE PAVEMENT TO OLD PAVEMENT WITH A TACK COAT OF PAVING ASPHALT, (l L fr ll\ FILE '1Y APPROVED FOR �. N `1"Rd.JGTI �.. Sc 41-,,' / " - �'O'HG'c.vZ ,�+ITY OFTw �!"I�,�►FiI? � �r1 r r DATS-1"L- i. .1.. T . OPN . PERMIT' N0. 117-80 A N R 4, , a ` _., I 1 I I I I~.l 1 r l I I, I P t I I I 1 I 1 1 1 1 _ gm - I I I I . �..,..��,�_- i I� I I I 1111 11 1 I 1 1 1 1 1 1 1 1 P 1 • ,f 11� PIP 111 PIP IIP PIPI► 111 SII 111�I�1 1 1 1 1 1 1 I I r 1 '1 1 1 1 1 1 rl 1 1 1 1 1 1 1 r r 1 1 1 1 1 1 1 1 .I 11 l l l ( Ij1 III I L I I I L I I ,III1111111111111111101 • NOTE: IF THIS M ICROF I LM[D ��'"= r—�—i-- --�-- 2 `� 4 5 - 6 7 8 9 I o _ 11 1 j r DRAWING IS LESS CLEAR THAN ., THIS NOT.'�rr-IT IS DUE TO ' K QUALITY OF Tlf ORIGINAL M ItAW I'VG. ----- — - - - - ---- — nE 6? 92 a 9Z 42 r? E? ?z I? OZ 61 61 LI 91 21 til E1 ZI 11 01 • 0 L 9 S fo E ? 1"•"" r�nIlI11111u111111111111111101111111111114111141111t11f1111111111bf�lMllNl/IAt11�j(I�ff��{11)JInt111n11111ItIlilt u1114ohlIlilt lf ►P1 11�n,1n11111111uu1111lJunlunllulllll lllunilu1111ulnnhnlbLJlH�f1111111111J1u�11�1u1n1�11111�1�111nf MARCH 30 , 1g92 ... y�q.�rw,.v. s:..r.% v>..�,..r up,�wg+,.+- ^'"hi^'-. �"w .._"`-_' ... .-.__.__ ,_- _..._..a....�.�,-_.�^_•� -w+.�� ._- �"_'"�• .�.�---�._... -_ ",�( KLE NO. !L1-ob KATHERINE ST. - 9930 STR. OPN. PERMIT f'LICFTION - STREET IMPR' ':MENT/EXCAVATION COPY TO: IWHITF) FILF ORDIN,°,.4C,E NO. 74- 4 fgf11 (GLUES -INSP. (INST'RUr-T)ONS ON SEPARATE SHEET) 11 IYELL.) OTHEP AGENCY (PINK) APPLICANT APPROVED I] APPLICATION NO.: &f. NOT APPROVED ] CITY OF I'IGARD, OREGON FEE AMT.: S PENDING FEE. PMT, 1 CITY HALL RECEIPT N _� PUBLIC WORK,, RBY .. < <- - __ DEPARTMENT _ _ _ _ -. PENDING SECURITY < UATE— PENDING AGENCY ''OK" ] Application and FrOgress Record — — — — PENDING INFORMAI"ION L ) FOR STREET IMPROVEMENT/EXCAVATION MAINTENANCE BOND As 1+EcJulr.ED ANNUAL PENDING VARIANCE - I ) E XPIRATION DATE: PERMIT NO.: !�1-.�'_�-_ DATE ISSUED: 1J_ , BY' 1) APPLICATION IS HEREBY IAADE TO EXCAVATE FOR AND INSTALF. S.W Katherine St. Half-streel Improvements AS nESCRIBED HEREIN, IN FULL .ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __Ga1^y _R�idI_nc-.---_ - 12700 SW 72nc]-_--------__--'TiF d-*OR.-- _ - 6"!:T3521 NAME ADDRESS CITY PHONE CONTRACTOR 'pNONE'— PLANS BY Ncl)ougal-Kampe, Inc . 15962 SW Boones Ferry Rd. Lake Oswego 635-6291— NAME — ADORE59 /` CITY HON ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ � SC)+ DOLLARS --- ^�- fINSPEC- n OFFICE USE:--�------�---- OMIN, -. (2) EXCAVATION DATA: _ s STREET DESCRIPTION GRESS ter INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLEM DATE: REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM ft QUANTIT Katherine Grass 25e I 2l1' 1 ' curb,sidewalk OPENED pavement _ N LSTIMATED STREET OPENING DATE: ESTIMATED STREET CLOSING DATE ________— / / T E -_—-- - --_— _ D ;) SECURITY NO SECURITYAMT.: S CLOSET SURETY CO.. .�_ FINAL CERTIFIED_CHKCK O CASH O BON1, INSP_EC. _ A) PLOT PLAN INDICATE SITE PERTINENT PHYSICAL _ SPECIAL PPOVISIONS/CONN FEATURES: EXCAVATION LOCATION AND EXTENT. �bPA- '44"] +; Katherine St. ''.%t IL I` -- --- ----- - - . o I I 1 ' Half-;,; . improveme tI (see enr;ineers drawing) - ��/ NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PI RMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF WA': .IURISDICtION IS rHAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICAI'1Y AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND I:PIPLON EES AGAINST ANY INJURY OR DAF.IAGE WHICII MAY RESULT FROM APPLICANTS ACTIONS. A i A1'1'l (CANTS SIGNATURE:. —._ _. DA TF � CITY OF TIGAR9—12420 S.W.MAIN—TIGARD,OREGON 97223 VD RECEIPT DATE: %L- _ AMOUNT: S /DOLLARS NAME: CASH: I +� ADDRESS:L � L� i�J 7_ �./{ CHECK: Ld M.O.: _ i OF FOR: _— ACCT. # PERMITS SURCHARGE AMOUNT SEWER BILLINGS 40-364 g BUSINESS LICENSE 05-331 PLUMBING PERMIT Ob-332 MECHANICAL PERMIT 05-332 BUILDING PERMI f 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 4O-3o5 SYSTEM DEV CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV. CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 ,, rJ7OTALS - �J RECEIVED BY PERMIT NUMBERS ASSIGNED:— 1 Number _ Amount Numb*r _Amount Number Amoil,it A .t Am S CEIPT � -[RE5464 MCDOIlGAL-KAMPE,INC, TRANSMITTAL CIVIL ENGINEERS 15962 S.W.BOONES FERRY ROAD LAKE OSWEGO,OREGON 97034 15031635.6291 TO: Mr. John Hagman DATE A��1 8, 1980 —_ Superintendent-Engineering Division S.W. Katherine Street City of Tigard PROJECT TITLE Half-Street Improvement 12420 S W. Main Street Tigard, Oregon 97223 PROJECT N0. 80-008 QUAN. NUMBER TITLE REV. DATE 7 G S. W Katerine Street 1 4/8/80 _ Hal-_Street Improvements_ _ 2 Construction cost estimate for 4/8/80 -- - - -------— -Xat.he -i ne Hal f-Street-IW__avemen" Runoff Computations ( 8 pages plus ref. 3/28/80 — ----- -- - dw q. b-y O l s o n-Aro -- - �' 41✓�80 REMARKS: Submitted for your review and approval . cc: Gary Reid, Inc. Olson-Argo Architects BY _ 0- McDOUGAL-KAMPE, IN a► Ti , IAcDOUCrn-r JC-NYF rMG. �a1 7 1" arm !r3n T Project No. 2D-OOg COST ESTIMATE Date_ _goBY.�M�D, ry--ReJ rt 0C-._ L2 7 S,W, ZL4 Aye- • 11��_�D-�'I X7,223 Item Est. Unit No. Description Quan. Unit Price Amount ------ - -- ------ —-- — 1 i~~/ea r�•� , 9r u66in9 ,t u ftP sum � $ 700 2 -- 9r_czc��- 3 <_'o-nCre f e- Cu.r 6 "--So L.F �.On /000 a C �'e silk 1.420 S,i-. - 5 C,XL a siti �'.Gt. ,250,00 ;z 50 6 8 S/dry s ine+' /O,°O `�00 7_ - Crrc.� �iea� rc�k 90 G,✓, y�ov $/d s S� l CaY�Gr�le. Ton ?5, o izz s g 10 ]1 - 12 P Rotr i /' G 134 FF /°p f 1 vA OREGON ihraznC� aT 0 rox. 129 � TOTALJJ II 7 0 TA l_ 'F—ST I M A T ETs "T '73S D / Mc UoucAt- ,n+c. Tit � 5 � � ►Mph.r Cra-UNCANUF Project No. COST ISI IMATE Date_ _I(-Z.�Jp By-RMeb, , — .lr�C. /2700 s',tW, ZZ A-Vle_ Item Est. Unit No. Description Quan. Unit Price Amount a•�� s�r�/�P�_�-_- - $ u w+ 700 1-14 -P- ----- - — j - - _ CQ-'"crde cur 6 2-50 /, F 4,00 / 000 4 C5wcrele 1420 5 ca,/C, i 6 a s i rs 5 8 � S�O1'n1 sQcvE'' SD r!,� /D.oO `BOO 7 CrusheC re-r- 8 e-Ls SP�.a l� Goy c r��� r�.Q Ton 9 10 \ ]1 P ROfF 12 - �`' ' a SUBTOTAL $ OREGON %4 R. Moo TOTAL 'F—STIMATn CCGr -550 MCD0UML-KAMPE,INC. TRANSMITTAL CIVIL ENGINEERS 15962 S.W.BOONES FERRY ROAD LME OSWEGO,OREGON 97034 15031635-6291 TO: Mr. John Hagman DATE _ April 4, 1980 Superintendent-Engineering Division _ -^--' City of T'gard S.W. Katherine Street 12420 S.W. Main Street PROJECT TITLE Half-Street Improvement Tigard, Oreqon 97223 — PROJECT N0. _ 80=008 QUAN. NUMBER TITLE REV. DATE — _ --_. — --- ------ S.W Katherine Street 9 G1 Half Street Improvements 0 4/4/80 REMARKS : Submitted for your review and approval. cc: Gary Reid, Inc. Olson Argo Architects fly McDOUGAL-K. I McDOUGAI- KAMPE, ti..C. CIVIL PlIGINEERS PRS f T1ca9iC'D .7/YD!/S7k/�9L 5/T� 15962 S.W.BOONES FERRY ROAD '` LAKE OSW EGO,OREGON 97030 � �G I N FF Oy P Ile 3 •.zB•�O (503) 635.6291 �� 8345CAC r P �a9z oT 8 R. M�O� �'�e-�er �o � ;fie. f'�ati� a 7� .J�a/� � "� /�0,� 6y �/�•Ary�- A►e�t `jQ�� vi'o�ihs �� �a7`cli �Qs/h ��l' S Corp, P./' To{A area. �A = /7, 41D s ,� = U-40 A4-es Veda eve Su��ce A = 707 Assumc ruh oP-r cJ&XI—cois OP D, PO &r Ilard sar4c e— cloud O, ?_S Ar Vejd- �lv2 scrr4ce c,A,)ecd run o4 Coef;c;o-,,-r 12 -10 , �D. 0.56 V /7,9u' 4 700 X o•zs = p,07 i 7,400 f=a ho Cry it Z yr, C T 0,7:5 x �,oz x o,40 0 v U " UU`d V L ZAa K j , U H lCa �S,U N AT N 45° e W 122c42' 30" WANNO _EK STUDY AREA) &TENSITY OF PRECIPITATION T FOR 25 YEAR STORM Z o P� f� (intensity in/hr) . .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 5 3.02 2.99 2.96 2.93 2.90 2.88 2.85 2.82 2.79 2.77 6 2.75 2.73 2.71 2.69 2.67 2.65 2.63 2.61 2.59 2.57 7 11 2.55 2.53 2.51 2.49 2.48 2.47 2.45 2.44 2.42 2.41 8 2.40 2.38 2.37 2.35 2.34 2.33 2.32 2.30 2.28 2.26 9 2.25 2.24 2.23 2.22 2.21 2.20 2.19 2.18 2.17 2.16 10 2.15 2.14 2.13 2.12 2.10 2.09 2.08 2.07 2.06 2.05 II 2.04 2.03 2.02 2.01 2.00 1.99 1.98 1.97 x.96 1.96 12 1.95 1.94 1.93 1.92 1.91 1.90 1.89 1.88 1.87 11.86 13 1.85 1.85 1.84 1.83 1.83 1.82 1.82 1.81 1.80 1.79 14 1.78 1.78 1.77 1.76 1.76 1.75 1.74 1.73 1.72 1.71 15 1.70 1.70 1.69 !.69 1.68 1.68 1.67 1.67 1.66 1.65 16 1.64 1.64 1.63 1.62 1.61 1.60 1.60 1.59 1.59 1.58 17 1.58 1.57 1.57 1.56 1.56 1.55 1.55 1.54 1.54 1.53 18 1.53 1.52 1.52 1.51 1.51 1.50 1.50 1.49 1.48 1.48 19 1.47 1.47 1.46 1.46 1.45 1.45 1.45 1.44 :.•14 1.43 20 1.43 1.42 1.42 1.41 1.41 1.40 1.40 1.39 1.39 1.38 21 1.38 1.38 1.37 1.37 1.37 1.36 1.36 1.36 1.35 1.35 Min. 22 23 24 25 26 27 28 29 I."3 4 1.30 1.26 1.24 1.20 1.18 1. 15 1.12 Min. 30 35 40 45 50 . 60 90 120 1. 10 1.00 .92 ' .86 -- .80 .72 .56i .48v 6Y• w`' '-'r ref.: NOAA Atlas No. 2 CHKn' Tpo k BO-oD 8 Gn�rY /E'�s lOAAD Z1vDusrR1Al— SITE P^,b, 3 -.Z3 ,8O ro ca t c`i a s 1'4Q T N&-rA e A al OT P►"O�d s� �u!�%N� . TQ y�,►-�1 sem,-�e- "8" = 6400 0,64 9030 30 x O,zS 9030 = 0. 7/ n Ru� oT Q = CI �9 0, 4S C+S Area �g„ • �o-oos ��-y R¢�c0 's TtGARD LNDUs7RIAL S �T� P, M-D. 3 • zB • 80 pie o� S Ar--ek `C�/ of aloz. m--.fool a� IVE. wrim r of Prya.-e46w; (chi�j T04/ a,-e_a. G' - 70 o s, = D. /b Acre s Barr/ surAz e_ "C„ _ <'(" 30 we �� ►'ccnof� CDiciExr� G63o-- x a 40 = o,�s 7050 4zo X Lq,.25 = 7090 n �, y 0.8& x —2,o 7 x 4 z G PS /area G Arco- `L) dritivl 5 �o arm CJ O'owtl sloth al GP-4 4r- o� PrO(6-r--Cd 6 u.r Idl'I9 Oki � e EQs t Ill i1 y f/arch sur- ace D = ,4 /0 s. . 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