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HomeMy WebLinkAboutPermit File 601 14th Street (2) I PROJECT BENCH CONTROL PT. NO.MBRB/500 K EXIST. P.P. ril HORIZONTAL & VERTICAL CONTROL IEL. = 13.14 Post.I rouunp request pod 7ee0 I I ROUTING - REQUEST ,o � PleaseII //1I 11 u READ To f'.! O'tiv i I p /(I¢ (/5 � �7 HANDLE /'/ t v,,y,, &I .� �we/2_ andAPPROVE 4#0:4 ' Pl- '� invedg.../ I 11 /// R ' a rrp IST. SXSM.H. ,, © �,[ GIL UFORWARD '- -_ I I I 13.83 ❑ RETURN �-u,1 IID I � ❑ KEEP OR DISCARD X - ❑ REVIEW WITH ME AR IW Date From I EXIST. _.. ._.- I W I BUILDING EXIST. F.H. Q I 1298 IJ1(L , �F S d Illy 7 iaJ W Q cAn � P iitse_inki: 3E; 1 / � � fir. 4ax� D " � W I w i 4 9 /� c7- 1/4o�R 'v- ,s 31.0' - I EXIST. BURL 20 10 0 20 40 60 TYPE C.B. SCALE IN FEET I EXISTING ��4 I ASPHALT EXIST. C� I 14 13 SD S.D.M.H. 'aC EXIST, - ',..I i . W S.D.M.H. I I ,f a CONTRACTOR TO GRADE EXIST. P.P. `�� EXIST. CRUSHED SURFACING 131' 13.03 r N tj RSE TO PROVIDE A 3" U7 1292 J I N Z NST EXIOST. ASPHALT. ass 1 { W o LLTIAOPPWACCGOLIAUTI EPTHIST. I 24' lirlD I w „ p7 14.69 EXIST. ASPHALT 4 E H 5,75 + 13 ' I EXIST. ic + 1380 1-2 I / \ T / ,,, 1 14.5 + 3.6 13 GO IR I / �� / "� I� 75 -"1"."-- 5.3 "'.'.9 _ 13.06 1311 SIGN 13,17 . Evl$T Rl1Rl 1344 fi ' ,\top EXIST. n I / saki. TYPE C.B. I I / I � /� r ] ,+E30 TOP EL.=10.05 10,30 /\ /� 10.92 v// I i� 44 981 v EXIST. DITCH -+ I/ �� "1 EXIST. 12" CMP 1181 a'^/ ' �r5 14.33 I / 64.12' / EASING -CRUSHED ROCK / MPORARY STRAW BALE. S� 960 19.38 16.25 / I CHECK DAM TO BE-INSTALLED c.5 NET STORAGE AREA AT BEGINNING/0(PROJECT. DEBRIS 8I14.7968114 4 76 /I / 5.0'7 _ , TO BE PAVED I TO BE REMOVED PERIODICALLY .,'•. + / I \ 1 THROUGHOUT CONSTRUCTION. ' ?ill 15.7 5,72 + + 4,94 1 ,/ 0 , RCMOVE AT END OF PROJECT' 4 '•• 14.85 16,r / 1 I I I eo.o' sill ►`'� o 4 -D EXIST. P.P. 15 8 UGP UGP \ I . : \ r 2 15.35 I I 4Xa -- B.. 1. 1 W 55 Cr 3c6 O \ I IF 39 19.00 18 78 16 26 \ U l� .,� �, + 15J1 I • < „�� ,. c n (' s 346\\ � ? 14.43 /= 24' + � I i49 \ay\ '� �kr N' 5.18+ 1� EXISTING DITCH it el 21 F .- F_ t. I W I rll z ` ���h� a r s+; ' 4�i' •z''C Y EXISTING 15TH SWEET ASPHALT ` 14 .5 C� 15,19 e.`LT ter. rt r xr, 03•.. t 13\43 _ ' + I /Z� 12.4 0 1Q ONE 3" LIFT COMPACTED DEPTH OAF CLASS "8" ASPHALT 13.45 lit2� ® FINE GRADE EXISTING CRUSHED SURFACING TOP COURSE AS DIRECTED row LEGEND BY THE ENGINEER. frr - \\ 15TH STREET 141 Q EXISTING QUARRY SPALLS 24' - 36" DEEP 1 IV xU EXIST. ASPUgL7 30' w 1. ALL ASPHALT SHALL BE CLASS B CONFORMING TO SECTION 5-04 OF THE 1994 i� I STANDARD SPECIFICATIONS, COMPACTED TO A MINIMUM OF 92% RICE DENSITY. - RIGHT OF WAY LINE pill! 13.7 2. WHERE PROPOSED ASPHALT ABUTS EXISTING ASPHALT, THE EXISTING ASPHALT ar 4.4 SHALL BE SAW CUT FULL DEPTH AND TACK COATED IMMEDIATELY BEFORE PAVING. S EXISTING SANITARY SEWER LINE 8 EXIST. 1366 + 3,7` ALL SURFACE JOINTS SHALL BE SEALED MATH CSS I AND SAND, APPLIED WITH HEAT. F.H. 13.46 + EXIST. ASPHALT TO BE 13.37 OHZ 3. EXISTING CRUSHED SURFACING TOP COURSE IS TO BE GRADED FOR THE PROPOSED SD EXISTING STORM LINE 0 14 e1 1 THROUGHLY CLEANED ASPHALT. UPON COMPLETION OF GRADING AND APPROVAL BY THE ENGINEER, THE AFTER CONSTRUCTION CRUSHED SURFACING TOP COURSE SHALL BE THOROUGHLY COMPACTED TO PROVIDE W EXISTING WATER LINE i I IS COMPLETE. A TIGHT UNIFORM SURFACE FOR PAVING. IMPORTED CRUSHED SURFACING TOP COURSE PROJECT BENCH MARK FOR FINE GRADING SHALL BE APPROVED BY THE ENGINEER PRIOR TO PURCHASE. -P EXISTING POWER LINE EXIST. VIP. R CONTROL PT. NO. 8-A/500 12as I / VAULR , ,4 E°F�ti cQ4/,�., EORIZO�TA85 & VERTICAL CONTROL TYPICAL SECTION +1245 SPOT ELEVATION (6.3)-� PROPOSED SPOT ELEVATION I o I / � ; si . . . = LOCATION TO BE STAKED BY OWNER FOR GRADING NNN �N� EXISTING ASPHALT 1 I I �., ,G?,� • 25�95 tV COORDINATE POINT I ASS%ONALENG\� 15 PROPOSED CONTOUR I EXIST. P.P. EXPIRES 3.91 , 1 do GUY ANCHORS cr)a) o PROPOSED NET STORAGE AREA (SEE TYPICAL - SECTION A) /1t Q ^• , ,�t , �p �z r2 q� F?L of ENGINEE 11Ly�/ 44A.. DATEA J JAN 3 13E-H U!LDING DEPT. rn SHEET DESCRIPTION SCALE. 1" = 20' PROJECT JOB N0. LEONARD, BOUDINOT and SKODJE INC. EXISTING NET STORAGE AREA ASPHALT PAVING 9329, DRAWN BY: S. FLOR CIVIL ENGINEERS AND LAND SURVEYORS DRWAING NO. 93291c.DWG cv 603MO�NTH FIRST VERNONS �P.08273 1228 I TI- CHECKED BY. J. RAVNIK THE PORT OF FOR ANACORTES SHEET N NO. DATE REVISIONS BY APVD (206) 336-5751 DATE: DECEMBER 9, 1994 1 OF 2 al 0 GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 1994 9. THE CONTRACTOR SHALL APPLY ONE 3—INCH COMPACTED DEPTH LIFT OF STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CLASS B ASPHALT OVER THE GRADED CRUSHED ROCK NET STORAGE AREA. CONSTRUCTION AS PREPARED BY THE WASHINGTON STATE DEPARTMENT ALL CLASS B ASPHALT SHALL CONFORM TO SECTION 5-04 OF THE 1994 OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS SPECIFICATIONS. ALL CLASS B ASPHALT SHALL BE (WSDOT/APWA). COMPACTED TO A MINIMUM OF 92% RICE DENSITY. 2. EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE FIELD AND OFFICE THE FINISHED ASPHALT SURFACE SHALL NOT CONTAIN LARGE POROUS OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR UTILIZING THE ONE— OPEN AGGREGATE SURFACE CONDITIONS. THE CONTRACTOR SHALL SAND CALL UTILITY LOCATE SERVICE AT 1-800-424-5555 A MINIMUM OF TWO SEAL ALL EXPOSED AGGREGATE, POROUS CONDITIONS THAT ARE WORKING DAYS PRIOR TO ANY CONSTRUCTION. DAMAGES TO THE IDENTIFIED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. EXISTING UTILITIES RESULTING FROM THIS CONSTRUCTION SHALL BE REPAIRED BY AND AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TEST RESULTS OF THE CLASS B ASPHALT PLACED IN THIS AREA. ONE TEST 3. THE CONTRACTOR SHALL MAKE DAILY EFFORTS TO KEEP THE SITE IN A SHALL BE TAKEN PER 3,000 SQUARE FEET OF FINISHED CLASS B ASPHALT NEAT AND ORDERLY CONDITION TO THE SATISFACTION OF THE OWNER, PAVING OVER THIS PROJECT SITE. THE OWNER RESERVES THE RIGHT TO ENGINEER, AND THE CITY OF ANACORTES. ANY DEBRIS THAT IS TRACKED HAVE ASPHALT REMOVED THAT DOES NOT MEET THE SPECIFIED ONTO THE ADJACENT ROADWAYS SHALL BE REMOVED BY THE COMPACTION RESULTS OR TO HAVE A REDUCTION IN PAYMENT TO THE CONTRACTOR DURING THAT WORKING DAY. THE CONTRACTOR IS CONTRACTOR. ALL TESTS ASSOCIATED WITH SUBSTANTIATING ASPHALT RESPONSIBLE FOR DAMAGES TO EXISTING IMPROVEMENTS RESULTING COMPACTION CONSISTING OF, BUT NOT LIMITED TO ASPHALT CORES SHALL FROM THIS CONSTRUCTION. BE AT THE CONTRACTOR'S EXPENSE. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PLACE CONSTRUCTION THE UNIT CONTRACT PRICE PER TON OF CLASS B ASPHALT SHALL INCLUDE WARNING SIGNS FOR TRAFFIC CONTROL ON 15TH STREET, Q AVENUE, AND ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE THE "A" DOCK ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR ALL MANUFACTURING, PLACEMENT, COMPACTION, COMPACTION TESTING, TRAFFIC CONTROL. GRADING, AND CLEANUP OF CLASS B ASPHALT TOGETHER WITH TACKCOATING SAWN ASPHALT SURFACES AND SEALING ALL ASPHALT THE COST OF TRAFFIC CONTROL SHALL BE INCLUDED IN THE UNIT SURFACE JOINTS. COST OF RELEVANT BID ITEMS FOR THIS PROJECT. 10. THE CONTRACTOR WILL BE PROVIDED WITH ONE SET OF BLUE TOP 5. THE EXISTING NET STORAGE AREA CONSISTS OF APPROXIMATELY THREE CONSTRUCTION STAKES PROVIDED BY THE ENGINEER FOR THE FOLLOWING TO FOUR INCHES OF CRUSHED SURFACING TOP COURSE OVER 24 TO 30 LOCATIONS AS LISTED AND AS SHOWN ON PLAN. INCHES OF COMPACTED QUARRY SPALL MATERIAL. THE CONTRACTOR IS REQUIRED TO FINE GRADE THE EXISTING CRUSHED SURFACING TOP A. 50 FOOT INTERVALS AROUND THE PERIMETER OF THE PROPOSED COURSE MATERIAL IN ORDER TO PROVIDE THE ELEVATIONS AND SLOPES ASPHALT AREA NOT ABUTTING THE EXISTING ASPHALT. FOR THE PROPOSED ASPHALT SURFACE. B. ALL ANGLE POINTS WITHIN THE PROPOSED FINISHED ASPHALT CONTOURS 15.0 AND 15.5 AS INDICATED ON THE FINISHED PLANS, THE CONTRACT UNIT PRICE PER SQUARE YARD FOR GRADING SHALL TOGETHER WITH MIDPOINTS OF TANGENT CONTOUR LINES THAT ARE INCLUDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO GRADE IN EXCESS OF 50 FEET. THE EXISTING MATERIAL TO THE ELEVATIONS PROVIDED ON THE PLANS C. HIGH POINT IN THE CENTER OF THE PROJECT. INCLUDING COMPACTION, WATERING, AND CLEANUP. CONSTRUCTION STAKING MUST BE REQUESTED FROM THE CONTRACTOR 6. IN THE EVENT THERE IS AN EXCESS OF EXISTING CRUSHED SURFACING TOP A MINIMUM OF THREE WORKING DAYS PRIOR TO THE DATE OF NEED. THE COURSE MATERIAL ON SITE, THE CONTRACTOR SHALL RAISE THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR THIS WORK. PROPOSED HIGH POINT IN THE CENTER OF THE PROJECT AND SHALL ALL COSTS ASSOCIATED WITH THE CONSTRUCTION STAKING AS LISTED UNIFORMLY GRADE USING THE EXCESS MATERIAL TO MATCH THE ABOVE ARE THE RESPONSIBILITY OF THE OWNER. ADDITIONAL PROPOSED ELEVATION 15 CONTOUR. UPON COMPLETION OF GRADING CONSTRUCTION STAKING OTHER THAN LISTED, TOGETHER WITH ANY EXCESS CRUSHED ROCK MATERIAL, NO SLOPES ON SITE SHALL BE FLATTER RESTAKING, SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ADDITIONAL THAN THE DESIGNED FINISHED GRADE CONTOURS AS INDICATED ON THE STAKING OTHER THAN LISTED MAY BE PROVIDED BY THE OWNER; PLANS. HOWEVER, THE EXPENSES OF THE ADDITIONAL CONSTRUCTION STAKING WILL BE DEDUCTED FROM THAT PAY DUE TO THE CONTRACTOR FOR THIS THE CONTRACTOR SHALL NOT HA'rr: A CLAIM FOR ADDITIONAL COSTS WORK AS LISTED IN THE BID PROPOSAL FOR THIS PROJECT. RESULTING FROM GRADING OF ANY EXCESS CRUSHED SURFACING TOP COURSE MATERIAL THAT MAY BE CN SITE. 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND ORGANIZATION OF ALL PHASES OF THIS PROJECT. THE CONTRACTOR 7. IF THE PROPOSED FINISHED ASPHALT CONTOURS INDICATED ON THE PLANS SHALL KEEP THE OWNER AND ENGINEER INFORMED OF ALL STAGES OF THE REQUIRE ADDITIONAL CRUSHED SURFACING TOP COURSE TO BE IMPORTED, PROJECT AND SHALL NOTIFY THE ENGINEER FOR A GRADING INSPECTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 1/2 OF THE COMPLETED CRUSHED SURFACING TOP COURSE MATERIAL PRIOR WORKING DAY PRIOR TO NEEDING THE IMPORTED CRUSHED ROCK TO ASPHALT PAVING. THE CONTRACT LUMP SUM PRICE FOR MOBILIZATION MATERIAL. THE ENGINEER SHALL APPROVE OF THE MATERIAL TO BE SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR IMPORTED AND THE CONTRACTOR SHALL PROVIDE AN ESTIMATE OF THE THE COMPLETION OF THIS PROJECT AND SHALL INCLUDE ALL WORK NOT REQUIRED QUANTITY. THE OWNER RESERVES THE RIGHT TO ADJUST THE RELATED TO THE SPECIFIC BID ITEMS WITHIN THE BID PROPOSAL. PROPOSED FINISHED ASPHALT GRADES ON THIS SITE IN ORDER TO MEET THE AVAILABLE QUANTITY OF EXISTING CRUSHED SURFACING TOP COURSE MATERIAL. THE CONTRACT UNIT PRICE PER TON OF CRUSHED SURFACING TOP COURSE MATERIAL CONFORMING TO SECTION 9-03.9 (3) SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR MANUFACTURING, LOADING, HAUUNG, PLACING, GRADING, COMPACTING, WATERING, AND FINAL PREPARATION FOR ASPHALT. 8. THOSE PORTIONS OF EXISTING ASPHALT THAT ABUT THE PROPOSED ASPHALT NET STORAGE AREA SHALL BE SAWCUT FULL DEPTH. THE SAWN ASPHALT SHALL BE REMOVED IMMEDIATELY PRIOR TO ASPHALT PAVING IN ORDER TO PROTECT THE SAWN ASPHALT FACE DURING THE GRADING OPERATION. THE SAWN ASPHALT FACE SHALL BE COMPLETELY COATED WITH ASPHALT TACK MATERIAL IMMEDIATELY PRIOR TO PAVING. UPON COMPLETION OF ALL ASPHALT PAVING, THE SURFACE JOINT BETWEEN THE EXISTING AND NEW ASPHALT SHALL BE COATED WITH CSS 1 AND SAND APPLIED WITH HEAT. THE UNIT COST PER LINEAL FOOT FOR SAWCUTTING SHALL INCLUDE ALL pt` a 1� LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO SAWCUT THE ,k° `� _ EXISTING ASPHALT FULL DEPTH TOGETHER WITH THE REMOVAL AND y PROPER DISPOSAL OF ALL ASPHALT MATERIALS SAWN FROM THIS PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS v ¢ REQUIRED FOR DISPOSAL OF ASPHALT MATERIALS. THE CONTRACTOR IS .5795 RESPONSIBLE FOR OBTAINING AN APPROVED LOCATION FOR DISPOSAL OF ofi �ForsE° ��� 9j ASPHALT MATERIALS. Sr��yL et'� EXPIRES CP• ,.'j. 'co I k- �` v I z. IZ. 9¢ ENGINEER U DATE a) rn uo 0 0 N O1 SHEET DESCRIPTION SCALE: N/A PROJECT JOB NO. • LEONARD, BOUDINOT and SKODJE INC. DRAWN BY. S. FLOR EXISTING NET STORAGE AREA ASPHALT PAVING 93291 cML ENGINEERS AND LAND SURVEYORS SPECT1CATC \ S 603 SOUTH FIRST ST, P.O. BOX 1228 CHECKED BY:• J. RAVNIK FOR SHEET CUM MOUNT VERNON, WA 98273 THE PORT OF ANACORTES 2 OF 2 N (206) 336-5751 DATE: DECEMBER 9, 1994 m 0 CAP S1ANT ' I BASIIN PROJECT SPECIFICATIONS 1. EXISTING PILES IN LOW AREA WILL BE REMOVED by BREAKING OFF BELOW THE SURFACE OR BY SAVING OFF, 1 FOOT BELOW THE EXISTING SURFACE. r ) 1 2. SITE MUST BE DEWATERED PRIOR TO MOVING EXCAVATED MATERIAL INTO THE LOW AREA, THE ( ...--------�- DOCK WATER SHALL BE PUMPED DOWN TO A LEVEL BELOW THE EXISTING GROUND OR PULP WASTE SURFACE. THE LEVEL SHALL BE APPROVED BY THE PORT ENGINEER, LEONARD AND BOUDINOT. 3. FILL MATERIAL SHALL BE COMPACTED BY THE WHEEL OR TRACT MACHINERY IN LAYERS NOT TO h EXCEED 1 FOOT IN DEPTH. 4. QUANTITIES W ILL BE CALCULATED FROM FIELD MEASURED CROSS SECTION TAKEN AT 50 FOOT INTERVALS BEFORE AND AFTER MOVING MATERIALS. PAYMENT WILL BE BASED UPON INPLACE \� T MEASURED QUANTITIES. / NCc_ 2H171N1 l.. At-1 w .. . t-tc :.� .‘‘__L'�l=-C. !�\ ,'[.+ f- '.. ,R .'SI:=I� 1 ' aT':o N ?i ✓- (G „Vb�',i )GN , LARGE CHIMNEY Or II1Z7C c,,. 'Fs vG. 10AtV2S �,-lcr,, i-1 5OA.LL- .:Si_ r:a„ 1'--D iN-To r v.G-_ t-{ou-__ - c -Toc._ 50u7.\-4 N1/4 4 kc + - \ o 1 1,4- I Qn 1 I 1 a 1y � I I r I- I I I 1 I rLKE 1 I I pi N,sN I GRAD 1 �� 1 TYPICAL SECTION Is -I I � � ��� I 1 1 I 1J \ I I 1 e 1 i 1 1 1 1 c7 1 / CHIMNEY 25 - + + + + + + + + + 1 �_ FIN sk-1 G¢ •17- I \ a.------JP ID --( isc. I 20 •r . -%-pPILES TO DE REf OVED^ 1i(- ro ;,�oy,�;. .;�;�,�, TANDINC� WATER .o.................... ......... .......r..•r...•r4•.•..• ..r••.r• •;❖..40r•O❖. r❖O•o,•❖••o•.o•••eo•.00, .............. .................... ......... .......... FOUNDATION 15 •i:::•:0: �:iO%i i:•:%:•.O❖.❖.•.:%:�: �:�i0:�:�°•i:�:;0i;:il:�:•:� .>r.;.;.;.;.;:;:;:;.;:;.i.;.;.:❖:❖:•..rv...-.•r.....---.. . + . ❖i❖r•.rr•00.•r .•OQ•••.:❖:❖•r❖:❖:❖:•!••i!a.�•-• ::❖:❖:❖:•:::�::;:;i0 ❖:❖:•: s�:�i:;:�:�:�:�:;:�:�:�:�:;:�0:�.�%:;ice::❖:❖:❖J:❖i i ii❖�•.4'� ••.••�� I ••..•Nr•••r.•r ♦ •..••.••r.••...•.•.♦.•...r.r.r♦♦r••.••.•..r•r.r.rrr.•..•rw.cw.•wr.0 1 I I • 4r••.r..••.ri..4w. ...•.•r..r.r.r•r...r.•.r..•..r•....r..♦ ♦•.r.•••••.•♦ ii0•i•O•S•iii••�� ♦.r••.r.rr.r.•.rr . .♦..rr..rr••.••r••.•.rrr•..•.r• •.:•�.:O•iii0•iiiii•Qpr rQ❖.•ri•Oi•Oi•OOiiii•OOii•4•� I •iii••i0•ii•Oiiiiii .•ii•Oiiiiri0•iiiii•.O•iiii�^ 0•iiii00iii•Oi•P•0 JpOPJP.0:+:4 :444r0�% •.you r44444. ••••••••••••••••••••••••••••••••••••• 1libillb F d N tS .'D K •.•0000000e.•••.•••••••.•o.❖441:•ooe•:44+: 444::" a,•,0•••r•❖•.•Op❖•0.•.•rrpJ •pA•❖••0•r••0•. + c .,r.•..•••••. •.r.rr• r.r.•... 0 0 1 I . I I II I I 4 5 50 100 150 200 250 300 350 400 450 r 1 I 4Th. I 1 14- I Cut Area= 707.60 1 CIDNCRETEDATIO 1 I Fill Area= -999,54 FOUNDATION I ( L— — _I — — _L I l — — _ L— _1 — — — L-- — — -J p ...,7 (.1.)41is42 VICINITY MAP 'o . T)2r<i ,..1r � r _ -�,'��' - SURVEY IN SECTION 11 T. 34 N., R 2 E., W.M. 13! 18 18I 17 i 4r 19 --- - 1920 •in GOAT 4.01 - • - j , Mi �j� AREA OF SURVEY II ......x_ _. + > „, ; c 1, />17: DV RECEIVED P / MAR 8 1990 24v.._.„Ilea .. �G / taut vk/�S � _-- 12 Ii lr '�1ii p7 25130 30129 c D bth Lug ba ...ze•• �Jie�rn<7 /JSU� 0 50 100 LEONARD and BOUD/NOT, INC. &RADINCB PLAN OF DRAWING� N NO. CIVIL ENGINEERS AND LAND SURVEYORS SATELLITE LOCH YARD 45 603 SOUTH FIRST ST., P.O. BOX 1228 FOR SHEET MOUNT VERNON, WA 98273 THE PORT OF ANAGORTES I OF 2 NO. DATE REVISIONS BY APVD (206) 336-5751 - / `.._.. 1 + + + + i 25 - + + + + + + + + + 25 + + + + + + + + + 15 - 15.20 � � � + + + � � � _ / A — -- — _ _ - \ 20 I / / \ /' - ,� 10 / 50 100 150 200 250 300 350 400 450 15 / '/ + + + + 15 / + + + `. + — + �.. + - - Station 520.00 Fill Area= 620,35 12.00 �— .� �f 12,45 10 50 100 150 200 250 300 350 400 450 10 I II I I 50 100 150 200 250 Cut Area= 6 6 9,3 8 20 -300 350 400 450 Cut Area= 734.43 Station 150,00 Fill Area -539,37 + + + + + + + + + Station 300.00 Fill Area -403.33 15 + + + + + - + - / + 13,80 25 + + + + + + + + + I 25 - + + + + + + + + + i , / 10 50 100 150 200 250 300 350 400 450 /'./". ,� Cut Area= 24,99 20 + / + + + + + + + 20 + + + + + + + + + Station 450.00 Fill Area= -369,27 15 : : 1: 1TT \ + - - 15 + + + + - - 12,0 ..._. — — 12,70 10IT +J7T 300 350 400 450 \ - . Cut Area 1272,21 / 25 ti Station 100.00 Fill Area -356.18 5 ' 50 100 150 200 250 300 350 400 450 + + + + + Cut Area= 664,35 Station 250.00 Fill Area= -929,34 — i : : : ; : : : : 1 25 - + + + + + + + + + 13,07 50 100 150 200 250 300 350 400 450 _ / \ 20 - + + / + \ + + + + + + Station 400,00 Fill Area= 363,74 / : : IIITT 'j' I , 15 i I 12,50 50 100 150 200 250 300 350 400 450 '10 + + + + + / + + Cut Area= 1185,50 / Station 50,00 Fill Area= -328,19 / + + + 25 + + + + + + 5 I I - 50 100 150 200 250 300 350 400 450 Cut Area= 716,30 20 + + I1 + + + + + + + Station 200,00 Fill Area -934,82 / 1 HOB 1 ZO \TAB SCALE : 1 = 50 15 - i + + + � + _, + + + V = �T I GAL SCAL = - 1" = 51 12,60 N. I 40 + + + + 10 + + + + 15 + / + + - - 12,00 NOTE ° ALL _ Ag.t-A ARE IN FEET SQUARED 50 100 150 200 250 300 350 400 450 RGL��kr ., 10 ' ' ' ' pf ' 1 iIlG W 50 100 150 200 240 300 8350. 400' 450 Cut t Area= 516.62 Cut Area= 408,20 Station 350.00 Fill Area -443,61 MAR 8 1990 Station 0,00 Fill Area= -20.07 LEONARD and BOUD/NOT, INC. CROSS SECTIONS FOR DRAWING NO. j x.. � 60045 ilk CIVIL ENGINEERS AND LAND SURVEYORS THE PORT OF ANACORTES SHEET 603 SOUTH FIRST Sr., P.O. BOX 1228 • MOUNT VERNON, WA 98273(206) 336-5751 SATEL_L_ I TE PAPER SITE 2 OF 2 NO. DATE REVISIONS BY APVD r as-� � --..a .. .!._,mow.......-+��-.'w,•,-• _.._.,_ ....3-.. - _ _._ _ -