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HomeMy WebLinkAboutPermit File 1109 R Avenue z 0 w m Port of Anacortes m W 0 l0 Z U C 0 nv' N W � 1J � a El ,_ CAP SANTE mARINA IndextoDrawing � N - 1 Cover Sheet o 6 2 General Plan & Vicinity Map IJ. l 1, �� V _�', t, 1. ,"(Li, 1 a UJ(..,L -0 • Z Phase I E 3 Float System Plan -6 c -A t mow ' s • 4 Mooring Float Details 5 Mooring Float . Sections & Details Oct o b e r 1983 Float Access Ramp p 7 Access Landings & Access Pier Plans & Details z 0 8 Access Pier Framing Plan a & Railing Details W LLx I 9 Water & Sewer System oILI W Plan & Details a = _ Z a W 10 Sanitary Pump Out Float cc a z w . Misc. Plans & Details o Fe- ' 0 cc 2 U Port Commissioners 1 1 Electrical Plan & Details a°. w Z 1 Bill Vaux 12 Electrical Plan N Exe cutive ve Director Tom Kassler Joseph E. Baier Dr. E. A. "Bud" Strom One Line Diagrams U 13 Electrical Details SCALE Port Attorney Project EngineersDR DEB. SHEET NO. Leslie A. Johnson Reid, Middleton & Associates, Inc. 14 Alternative Bid Items C„ 1 F.B. or svm• DATE FILE NO. 5f1M Ai :le as' ,d l Rlnex 1 d K B� 30 V I_ I .vfP .mod 5. ° '8g Id s n • ��`L 2 -,u 6 .. Ic IJ 15 t° MG », ••y - - 4 I01 51it 15 JS s3 �� 'r�. p �9 :� li. es a .x lo' tr:.•U Z 't Y , ' 5 V -1 L 6 r .dl 2 5 i[� �' p O V L *^' I1 OJECT SITE PR „Y r lIt ° Pc JI r11 l W pn� 4, x) ,i�CH I -1 if 'F Ii Fif yI( -- �I fir ` 7I111 J' TF N+ 0. 5 4 R tt'i - fr rlf T11 1n� eel wY I " is , .r "I en /,r , d r I[11 II I_II t 1 " Li " AVENUELL 1 II ( I OL 11 if 11 1 �� 1 I I I I I I I I I I 11f r� -- t � � r J •• Ii T J 1t 1L r "�� /,r s . {{{VVV I( J �I" \ I\\ _- �f 11 ' _ __ ] 1 _ —` _. _____. _.______ __m IJ / � / IIIIII IIIIIII � �� � 1IIr?1/4 � � � a 16 J EXISTING MOORAGE FACILITIES �I712 //,? IIIIIIililllll - � �.� . 'J r Q 1 '' I WIN • umn r ,J r 1 q / 0-1 'E ( 1 ' O VI CV WI IIIIIIIIIIII �, - a V c 3 T " AVENUE I I I ( I 1 nn � � I \\ VICINITY MAP • Ln Q J n a c i l l f l 1 1 1 1 1 1 1 1 1 �1 o a O 0.1 Iiilll ( IIIIIIIIII 0 I I I I I I I I I I I I I I I I I I i ► , z I 1 a I I I III. II I I I I I I I i I , I ' I I 1 I -0 r In, E..... I I I I I I I I I I I I I I I I I © I I ! I i I 1 I L_ Ll. cN r IIII ( IIIIIIIIIIII _ I (-:.0j AVENUE / I I I I I I I I I I I I I O11 / \ r ( ' 1 i I ? H •£it,•46.., :li F---- la s )„, v I ' I ��\ t- _ _ Ir 1 J ICC I I Z " R " AVENUE — I` I ccw C..) N N. \ / c. 1 \ --____} Q a Z w F- Z Q Q w Q ? z LU Li cfa CC i— UJ a a CP CO ~ I- w J CI) Q r 1 0 Z cc3 N. ,�CO Lit.. GENERAL PLAN °' � w SCALE : I° = 10o O" Z IIIa Q c A . H "N3c �� sr ALE 5.5 as SHOWN a b 1d DES J.0. O. I M.L.L.W. to for °� A.P. N. Li, ��tc _ %TOV�. CAI `" J.O.O. W �ONAC CIVt �+a "�EDGT /983 IS` r ..' E01.83.010.005 1 - e r1 \ _—_I L_ \ LiC=i L_ .>\ 0 L—= \ 0 yo _. � li \ q \ D 271-G� 13 SP. @ 26'-O" us 338`-O" I \ Z k 4'-On(TYPI {�- 3'-O"(TYP) 61 \ m EN FINGERS) Ir-- N p L r \s/ � \s/ \../ dev-rx,..,-< L \sz \sz \s, ...2.2)../../.. _ rirr. ,--„,„ ry,r, ..,„---s, ,,,—.—„,„ ,,--c-s- r•—•%, tr.\ /-111‘ riT 1.1.71) "in\ "'war\ t— —.414 1 T o x 271- " G SP O 2G' -G" = 1551-O" 8 SP O 25'- G" =iflFTTTT '7 'TiiiflTiT2 -O" 2 e 25'-Oe 23'-6" 18'-O" coG En I 0 � c 3 ems/ ems-/ \Si. W \-.../ \.s./ \-Le ♦_e-/ \s/ W Ns/ \..." \ate ems./ \sue \.✓ xi 11.. -C © \s>, - ., 9 O N - — r x � 1 J , I kD •JV3rnO �19 61� 8 SP 29 -Ou = 2321-OM 128 -6I 3SP�a 2B`- d G 2e25'-0 �23 ! O D r4sd-4"I_ 12 SP @ 28'-O" = 33d'- O" I } 3SPe25'-O" 22.-d I Q I \s/ \s-/ \a../ 'w' \..sue \- / W \_/ ♦_e ♦i/ -- \_-e./ . 2 # Asa/ \s/ ♦.s/ Wi./ k 471 r--� r� rr\ /-.-c ' "-.--\ /--- x /--r\ r� r--+y�� r�;r-♦ r� �\ O `�� '61 r a I i0 _ N 1?: p � ,x A PROP/OE ADO/T/O/YAL I �3`_O"(TYP.) FLOATATION A5 RERP I '� L_ • FOR TRANSFORMER-� '3 r J % ' (TYPICAL ) I 'f m Q 3 — I } I+ 4 ' $'W*4- 1O* 4 . 0Z—= r=m v xo 1 r l 1 1 " _ " 1- 11 l 4 1 x 1 I Il 32 -ro" 4 SP a so -O 120 O 7 SP a 29 O = 203 -0 27-0" 2 @ 25 O 23-� 1 r II ' o D I Li a a a 3, v a a a s a .. _ _ Z Li• N (TYP) N 01 01 61 N I \h I • \___/ "_/ N -/ \ ' \ / \_/ �� \ _/ �-/ \�/ �J \-i/ \_/ \-L/ 1 '4 0 " \ / " \ \ )r.M f \ / • ICES)/ • in r-r-N IQ r--\ Pr\ riN. ratc.1 1 \31‘ w . lir ( ENP FINGERS) y- P) _ 2. _ , i9S z35‘-G° ` _ 5 SP. 033' O" _ 165'-O" 4 SR ® 321-0" =128'-O" 29'-d' 3SP @25'-O' y3'-G° / — T - 5 SP @ 32'- C = 1421 -6" 5 SP 0e7 32'- On = 160' -O" 29'-O"� 2 0 25'-O" 251-6° / `II O 4I 3' O"(1 YP� 9 v fil a a 7 a a a a v ill tin \ . w I �` N- _ 1 r/ \_s-_/ �./ �t_./ ♦ \_•� �_/ \..t._/ �_, \.s , �_/ \sue �� W I - i - r-'� n r---• / / - )r---\ - ♦ fl / - r \ rT♦ r-ti,;` - t_< 0 �� Q 3' I i� - �/ \i x S . (TYP)_ . - C 301 6"I 5 SP. @ 34'-G1 = 172' - G" I I 5 SP. @ 33-G" = ICJ'-G" 129'-Ga 25-0"I28'-II"- A / 15 -O" N 3 r_ d SP. @ 34' -6° = I3�O" ( 4SP @ 33'-G° = 134'-O"+3o'-d'25'-O° � 11'-O" 1 ‘d,,,,...0" fi �s,.f a- s a -. (TYP) It s_ x A w w - - - ' A(IYP, I 4 �' N 41I - ' o 1 6' - �O' IIIIIIIIIIIIIIIIIIIu11111111■11HIIIIIIIIIIII►111111111111111111111111111111111III14 , air �Th ♦ � \ r ` ' Ike; r 1 _1 RAMP 0TA Z + 21. 5 �-V A p , 2x (PIP) Z-( ) 2 _ 2 TYP.LF I - /35'-$" !03 -!o'er N �� id-di • 4SP @ 37'-d' = I48'-O" 36'-O" 2 SP 034'-O° 321-- On , " edi; A mp *o 4 � Q O v / . ..)SS: 'Q jbl doaa � o• 0 . 40'-O" if-i OtLAt:-• C .1� R _/0-yd ' _ a ° ^ PORT OF ANACORTES " D L r °" g b o CAP SANTE MARINA-PHASE I EXPANSION up o •z o - Reid , Middleton & Associates, Inc. o _ �� Engineers • Surveyors • Planners o ( 8FLOAT SYSTEM PLAN 121 5th Ave. N., Suite 200, Edmonds, WA 98020 V 1" _ U 1 N I C NO. DAT* "T REVISION a+ 142'-OH TOt 2' -G4 FLOAT "O" 6 RAMP ;Z 40 ' BERTHS 32 ' BERTHS 26 ' BERTHS ai ` /4" CLEATS 9'- // //2" - RAMP WHEEL. 4 /O"CLEATS _ GU/OE5 u. I•! I•i z 0"GLEA7-6 G 0 / 32'-O" 4 m I•i i•I x > HIIH IIII —z T FLOAT �I I\ \ �1 I� I ► ® I I I I I I r m - — — — - — ' � �\ PRO!//OE S" CLEATS \I I/ ' \I 1/ I I 1 1 I I I I o + / @ /5 'O.C. ANP 2 ' FROM EACH BE/VP /N 6 �o FLOAT. (SHORE 6/PE) II II ,. g F/NGER II I I II II \ — FLOAT �� I I I I \\. z 1 I I I I•I LI /O "CLEATS PROv/OE STEEL FRAME J PRO</ E 6755E /2 "CLEATS p WELOMENT-5 W/Tf! FRAME WELO- Li I .1 1.1 CONCRETE 5L AB COVER /VENTS W/ CONC. C /¢" CLEATS \ SLAB GOFER vi o co 50 ' BERTHS 36 ' BERTHS 30 ' 8 28 ' BERTHS v " `, c 3 NOTE: M o 0 in CLEATS SA/AL L BE GAL.-V. /RON OPEN �t \ A o \ N Q a BASE STYLE , W-C F/6 40/ OR EQUAL. . CLEATS SHALL BE THRU 43OGT6P . _ PROV/OE /1"HEAVY OUTY Lb 30 � \6` • wo ¢/ //'/2 O CLEATS gn /5' O. G. ANO 2' FROM _ O„ 1 EACH .SENO /N FLOAT• r'\` o TYPICAL CLEAT LOCATIONS \ -6,( WATEn 5/OE �, z 1 ° = 201 -0 . z v a / „ y FLOAT'F % FLOATS " P " & 11Q " DETAILSIllit� a � r 9 /i /2 , 1 /4D = 1 ' - 011 �,� ✓ w 15° I RAMP I LAND/NG 4'- //%2'' PROD/,OE B"CLEA75 @ /5 'O c. FLOAT 6NORE G/OE OF ACCESS FLOAT. 73' - 611 55' - 6" ON WATER 6/DE OF AGCE55 p _y — O RAMP FLOAT MATCH CLEATS SHOWN O WHEEL t_ FLOAT "N" 11-lone FLOAT°O" ` ) FOR F/NGE/Z PLOAT6 GU/OE5 / ' g• PROv/06 8 " CLEATGi C� /5 ' O. G I I SHORE 5/PE OF ACCESS FLOAT- ON WATER 6/OE OF AGCE56 , — — — I \� FLOAT MATCH CLEATS SHOWN M Z II H I 1-0. FOR F/NGER FLOATS . FLOAT "q k O / I'FINGER FLOAT � � I �I I j .N �, � V� I MAIN ACCESS FLOAT �Wir aa. PROV/OE 2 4"CONOU/T I a FLOAT I EACH 6/PE OF ,PAMp�� I F' 1 L ANO/NG FLOAT 111 1 • \ ~ W _ 0 N C , \ N I- \ l9 \ 4� N Q = Q 4' l . NI a 1 Z EL O STEEL FRAME CORNER - - 7YP/CAL 6755E FRAME U . Z u- BRAGE W/ CONCRETE 4' CORNER BRACE W/TH cep 0 2 SLAB COVER (5/M/EAR MAIN CONC. SLAT. COVE/2- MA /N \ 1 F- 4 Z TO 7YP- 4 'x 4' FRAME FLOAT FLOAT \ PROV/PE 6755E FRAME 5• 4' -111/2" tC ANO COVER) WELOMENTS W/TH - ® W CC i CONCRETE 5LA/3 COVER --�, 0 0 4 -///2 O 2 co 1 a a FLOATS " J " THRU " N " "`�`l—� 0 s 0. or, SCALE 4p �6f WAS/14 c As NOTED FLOAT PLAN FLOAT " 0 " DETAILS1� �` ,,�, DEBWC SHEET NO. 4 - � / ���}� � y� DR.Y✓ C+. TYPICALw ,� �„ 1 /4" : 11 - 0 11 I /411 = 11 - 0 1' �� �tz FcrsTeR�° �,al J.o.O. o. 6HRT" Il DATE OCr. /983 FILE NO. O/.83.0/0.005 z 0 • 2 x 8 ROB OTH/P, /EQ/LEr ON "_ -3%dX fl GLU-L.4M *YUER ; x 3 x 8 KiAL ER¢ 5/e" rtora BOLT 1n 4TEEL S/d �F TNRU BOLT /N Pvc TUBE /N "ore' TUBE ti �// 4'- ///4 a MA/N FLOAT 2 - 7 FOR 26 ryiQOUCH 40 LEN6TN ?x ! +� /4" G 1 -� r _I ' - //'* '" MA/N ACCEOO FLOAT te - .1 .9 '- 7"FOR SO' LENCT'4' a < ' 1I a a e d < °o— .Q , /,/2X //1 K jQ~L 'fl, \ \, ems-- „ , J _A c e — `_ Q_ �_a _ __n a —.._ - b_ I���'i' i b0 _ __— s : it i ` F '�` . a 1 ` 6 I \S 2"STD. P/.�E e �l7 CO/VC. FL 0.4Tj CORE ro.eima4. / .. ram CORE - 7 - iYELOTO � /O �x / f , 1- I - - - . f 4' Z n Y - - - - - d 4 5 45 M'OOO RUB BL OC'K i SECURE TO „RE- 4,/ ''/.2" BOL T5 1 4' _0,, fECURE Noce TO .1i.4/N FL 04T �'/ v "' 4//N. OF T`YO TNRU R005. c MAIN FLOAT FINGER FLOATS - O 00 0 ° STEEL FRAME STEEL PIPE HOOP 0 CORNER BRACE PILE RETAINER TYPICAL FLOAT SECTIONS o a g ` 3/411 = II - 0" NOT TO SCALE III = II - OII 7 C Oo O v z v D . z II L --I = v Q •c -_ --- -- CONC. FINGER FL 0.4T p 4/ _y 1TEEL FRAME CORNER -_______/ e R BOrER /Y/ CONC. SLAB Id 0 0 C D A ' (--- 2 x 8 ROB Tf?/F� / ik N TYP/GAL M/N. ¢ TH/?U ,� `�: r - EL . 1- /5 ELLE 4%9476 PER 8 Fr. 11411 = 9� / z th /_____ T FLOAT /t1000LE Z 'O o't� moo- \ �; s v6 V T-ti K2 - ,XB BALERS 6„ 3I I 3 1 �.1 v��-Q / Yr I I CONC. M,4/N FLOAT �a O i I I I II I ,� I _ N _ '' .1: / W EL- l/AR/E6 F- f ECl/REO BY AT LEAST Piz E 0PE7A/HERO W TWO THROUGH SOL T.* 1 2 - 5/8 " BOL 75 ) 0 = J � 0 Q / � NOTE: Z a � Z 0 0 F/LE LEN37H5 SEE SHEET NO. 3 a Q Z Q V‘ v WEL OEO f TEEL - ___________I FRAME c�%1 x 2'2 X 74" L '�'o �� \ O - CC to 1-- WAL ER 3''s x 7"/s GLU- 0 Z "—'f j-_, LAM. BOLT TO OTEEL F. Q O O I W FRAME w/r/r 2- 5/f' TYPICAL MOORING cc2 _ `1 BOLT�j PILING O v M �2 x8 - / RUB P/ECES ¢ n ¢ 5¢5 2 - //2 " 8O4T5 EA . P/ECE NOT TO SCALE TO STEEL FRAME . N N/W EL RETA NER a'� 0. 0 `(� so, -'_�V , SCALE TYPICAL FLOAT PLAN STEEL FRAME PILE RETAINER '„v. , w;SH'" , Asivoro S4.` Adr. OE®, EHEET NO. DR. 5 W.C. I /4 = 1 - 0 II/211 = II - 0° `� `; w � ��. FI '�€Q/5flhIt ;4 'NJ.0.0. ��° At CN"�`� 0 OF IT`SXE[T6 DATE OCT 1.933 FILE NO. 0/ 83.0/0. 005 PLANK OE.CIC AZ- STECL WT" 4'-0° f UTuz_E PIPE / Ole-- CONDUIT. DRILL 3/8"0 HOLES FOR GRIP i \ ' ' _ C ¢ - Zr 8 S45 rig- PLANKS y STRUT. ANCHOR 122�02 z f, S � � \ \ tt EEU STIZ.UT CHANNEL SEGUIZE EA �.1tTN Z /a' 0 500 , 3` 9" LOI�1G . CI CA elz.. BOLTS AT EA. STEEL. 1INYCo .. 1 SE.CUTLE TO LST C3Y _ CIZosS PtE.C.E. P1Z.ESSUZE dr" 4±m " 4t" 4" rieil 4 14 , II > T \ IT � \ �JELOl1VG 02 C30LTlNG . d T2CAT IJITH C'Ei�1TA - i- h' DRILL �GHOLES w p \ CHLOtZOP\-1ENOL TO 0.5144160...44441 .1%. 00..10.. ��JJJ IC PbUND 5 / Gu. FT. RETEt�Ire T} I 1 . _ r PIECE C , 4 $ �` ' f 1� ' STEEL G[Z lP STRUT TYPICAL b\ 1 ` ` Q., ^ Ili/q' I'/z` tL GA. HOT I 1 ` '� 1 D DIP GAL-V. AFTER FALi2. d I � UTILITY �� TLC I NI SEcu2E t0 CA. GCLOSS O CAW-IZIE.R.S . ` ` I \ PG 1�11TH 1.10. 1Z2GL 3 N� `'I, _ COANCH02S 5/tom" �� � p GASZE . C3oLTS. i . ��� - J I 1 0 - • • • _ m in / d PIECE C • � ���, USE AT �- • • k - - PLANKJCANTS ° • 7 . SECTION b IVA �``` `WT 6x7 ^� TYP. EA. I"= I '-O" VERT. PIPE EXCEPT ENDS V �1611 C � ` I A TYP. RAMP SECT ON RAMP ELEVATION 0 •o 1/41I = I' -O" O :a-) 3 -O' C a LONG RAD. PIPE < E 7 ELLS (TYR) • o 4 -Q I �_ ' C 0 o I an rGll I Pi - - '.PE _ 4 ,I6' T ME .a I.- 1 --�aiiu �w�� II• Lin 13) > �� r DETAIL OF PIECE "C"� --0 \t/z P\PE- Rl V _-___ ----- - ===ter' . N - COTTER KEY ?t I " "PIPE -i - - - 4 /4 I/2 3' II 11 11 I I 3 - c ,n ,•/ �� II II 0"x4'•10"x3�B" RAISED O I,/II I�al vi' PIPE Lr Isla' r Q /I ', x4'-�0" II II II II DIAMOND PATTERN / it WASHER 16 / ° II II II ALUM. FLOOR t / E D UI U ll u l - v �4 FLARED LOOP Z //_ COILED INSERTS -_ •`�J� �\� PA w� 4 -10 11 2 #5 x 6'-d' �� �,� �\ © I%2 DIPE TI � -=i - THRU EA. ker 4-- ____ _- - 12 n �T u� �G IZ„ ) --f - HOT DIP GALV. ho 4,/2 x 2 x7 SAR , / _ _ . Qe ON a0 - OO &P' TREAD PLATE PLAN WHEELC••Uh. 6 CI) 2L a- Q 31r � 8'x � xB%2° F V-6"LG.ATTACH TO FLOAT W/6^- B� tV TS, 5%�' .. FLAT HEAD DOLT CINIGH ANCHORS COUNTER HEADWALL 234 � �F �4u - 4'-4" - - SUNK RAMP END DETAIL 0 Z O 3"O x 8"bAR Z 3��1 3�3-12 (9� /ya RAMP HINGE DETAIL 16" / � I° HExNUT a N.T.S. e Q COTTER PINOft 3/4 O. Q �I�i:6r I"¢Sx6�11 Co K C. is II WW a. 2 IIx 3I'a'x 3'-3"SAR I 11 � I' � 1i .I � SECTION NOTCH :DECKING /8 .3 ,, 13 " - TNR II- W Q E - :SO°G 54R I I Z I 5 Y8' _ O N ct NT9 3, ° CARRIAGE SOLTS I Q = N r�y2 'ac. .. �=- ' _. � i i� ° Iz" COLS ON LJHEEL Z a w Ii-6" 2KDECKING I I rillq 3/i6 j!Umi: - 5�/� BOLT 3/6 ,t rW WA5HERe t� NO . 1 tZ 3 l 8 - '�iIII" -ap SEE SECTION 0 min /��r4, E 1 „ ` r ,I o HOLES (,,. Q � ' �I 2°x 9"x3'-�"L�. 3 ---- SECTION (1::) O �, , ra STIFFENER - 0 H O ��v. e N.TS Z as N y . 2 S 3�8uALUA/I, Q�Q� \ r:\ f-- --- CO 1 3/1G" D 3" - 3 zux'ivy, ,E' -611 \ Q ALUM Fa SECTION 0 SECTION ,N �' SCALE SHOWN O '�' "Et,. I� / DO. 1 O O SHEET NO. 'TREAD PLATE SECTION ® NT5. Iv:r.s. 0 ` E . LN.N.) - ri - A MP DATE SEP. 1983 " +R' FJIDLE 01.83.010.005 to oc cn 2 x 0 - POUNV OFP 6 X 6 WpOO t � W000 RA/L/NG P05T 6UPPORT6 - TOF' EDGES P06T STEEL CH (o x 2 x g.2 /b. BASE L/NE 2'-O"GONG . 6EG!//PE TO 1 2 - 5/5" FLARED LOOP6 / i In 2x¢ ,-� C0/4E0 //V6ERT5 /N I Z I GONG• w/ 5/g" BOGTS , - 0 0 i yEGURE TO P06T5 w/ I 1 �' 2xl05 - i Z- / 2"" GCONO/lY _. _ _. `' 1 / M I I 1 .B G 7'5 - I `V Nrc I I O ..'p _, : 1 : - I . _ O} M AGGE65 LANO/NG F/LL W/TN 6EGEGT -� , . APPROX. L/M/T5 OAr _- 66E DETA/L a P/T /SUN, WELL #¢ /2 E'w�* EXl6 T ROCK FAG/NG ANO SHT. 8 COMPACTED �y �,•� I I I cD4CXF/LL iFOCK 2- 3 "P/4.O/PAW I A6 SHOWN '4'C66' 6YMM. ALONG I I I p , ad SCREEN OF GAG V. -- - __— ri¢ /�/E:SH HARDWARE `I: \ I 4 a cl m CLOTH. h \ I I I W e.a , ..e N \ I_— t 111 \ 6 V — N N . I AT EACH O/'A/N - / CL/ FT 6,, ow PEPWOL/6 BAGKF/GG /N Q "I BURLAP SACK ,1 % v SECTION A — A ELEVATION PLAN o c 3 x /2 DECJX'/NG \� t o/rO� QC o� 1 Q N o CU G O El. # /4.80 ` ` v c 3 N � B N Qo- o I ¢ x/¢ NEAOE/�' //=0' ly SIN �r •in W RAMP N/NGE PLATE- 6EE OETA/L ON .5!/T 40G ¢ x /O PGATG I V I 9- o Q CI � Np . III1 aI N v a o 4 v ELEVATION " 1 I I: I + I L o p `� -#¢ @ /2 "E-W a DETAIL o LseN ' 0 0 1 v 1 /4" = II - 0" N FOR FRAM/NG „ „ 7 gee* SHEET 8 — 23 -0 _o PA/G/NG P06T SUPPORT 1 L , \----- oil il !o 2 - .# ¢ 1:; Ca /¢ HEADER BOLTED TO CAP P/LE w/ 2 - 3/¢ " 30676 ACCESS PIER PLANQ1711 B PLAN SECTION B — B ( � � fi o oc 411-113- \ITT_ I" = IO' . _ CONCRETE HEADWALL �/2x/2 .6 ¢5 CAP Z ' cc 3/8" = II - 0" L 10 w z a -BASE L/NE GANGPLANK i CCN a N 63/-Oa II w W 11.1 0 F- . (.) J /0'-0" CC- - y a © DETAIL O a RAMP , 5EE v I / 2 " = II - 0 " < = Z W ' SHEET #!o Q 0 dS EL . f /¢• 76 - - �s _ 3X/2 OEGK/NG 5 ¢5 .' MOOR/NG P/GE 2 - ¢Od NA/G5 EA P/ECE Z N 'I AT EA 5TR/N6E/Q N 0 0 Z �\ . �1■� fct Z Q , HEAD FLOAT _„ 0 III J O. \ pi \ I1. CONCRETE HEADWALL. FLOAT �' Cox/¢ 6'¢5 HEADER d ZN \ ► Q N5EE PETA/L TH/6 SHEET \ „, (---MA/N W/2x /2 916CAP ) ill BRACE - Zo.x8 6¢5 hC (a). / 2 /-20 'NA/G . 7-0 I I '- 3/¢" EGON. BOLTS < < RAMP GANG/NG / FLOAT II EA . 5 TR/LAGER II / ;^_..Y..,., .., 0I / T [ WAS LI4 SCALE II iiI PR/cT P/N �0�4,of t. a ' . A5 NOTED IDEB. / O O SHEET NO. P/G/NG 40 g DR. Vw c. 7 RAMPS AT STA . 4 + 95 & 8 + 35 A SECTION N�'s:E;�°„,��; `` Fau0.0. AlC19 or/�sHeere © 3 /4" = II - 0 " DATE OCT. /983 FILE/� NO. of 83.0/0.005 e —" ¢ x 6 TR/NG ER P05T M/L L EO ll ¢ x 8 CLEAR P F• GENT�"R ALL 6PG/GE6 5" TREAT w/ PENTA t _ 3/¢ RAO/U6 BASE L/NE ---�--- � //¢�� � /N CAP ova POST „ GAP (BEVEL EDGE'S•) A o STY/' N /N5/0E FACE a L. Z ♦ �� OF GONG. WALL //¢ 2 - 3/4 # ECONOMY 'I �I _llill N �\ r '� ¢ (� /2 EA. wAy BOL75 EA . PLATE i li II r;-- �f — > ST//� BA P5 2' OUT ENO w FOR FUTURE ATTACHMENT PLAN //z"GALV GAG / OAOO CUT m • ♦ -4 SCREW W/ WASHER 2" 3/Z x S %2 x %¢ GALA. STEEL / , PRe -Vex FOR LAG6 'hat___- r (6, _ ® 3fil gel/ 40 &AL.V. STEEL P/PE ; /N6/06 FACE OF GONG. WALL • a CONT WEGO To GAP. FM . 6TA/NL EGiS STEEL COLLAR N T6 5 x 5 x 3//G W/ 5TA/NLC66 5ET 5G/CEW GAL✓ CAP; GONT. WEGO TO- cq — GOGL/MN - 0 > G „x /2 "xy¢ " 57EEG - 8"5 STE TA/NLESS EL (I)RA/L/N6 POST, gee w�RE ROPE CTYP) ` 76 5 x 5 x 3/i$ D OETA/G 7-1//6 6HE67- Illi� ¢ x 5TR/NGCR Z (kk II, r� 2 ¢ MAX• a" 5/8",�j ECONOMY ENT/RE POST A66EMBGY TO SPAC/NG T i/2 13OLYT' 4 x 6 Q BE PRE-FAIR/GATED, THAN U ¢ x /¢ x 2 -O I + i HOT P/P GALI/AN/ZED ANO C PA/NT PER 6PEG5 o W co III! Ii , ��� TOP OF OEGK ii‘k / x ¢ x O'-/o " +-+6.11I ��a :.���� (ELf /50I 6 3- 34/' 6CONoMY T - -- j 'ham .- c3BOLT✓ EA. 6/OE - J - U Q ELEVATION ' , 3 x PECK N a ram- a • D li r RAILING MOUNTING DETAIL RAILING DETAIL t / Ce o 6 © I I/2° = I ' - 0 " NOT TO SCALE ` N v 5 x 5 COL L/MN 5 x 5 COLL/MN -0 • z j11111i 1 ` > P/LE ti] ;{_ _ 5TA/NGESh STEEL I P ` TYF' ELEGTROG/NE W/RE I aai L { `� I In COLLAR W/ �✓TA/NL C65 I /¢ ROPE �/T T/N& C 6 TUO ' I TACK WEGO .� d $"�- ► SOCKET A56GMBGy I I CUT ENO 46 N °' N0 El,, , �,/ 5ET SCREW i GO 3G j i NECESSARY u' e,___ r_r_-_- ii 1 1 5 x 5 CO M I ir --- 0- \0 ` „ '1I //2 a(GODRO/NATE W/ 5/ a i 5/B STfI/NLE65 57EEL COLLAR PUR S 8 5TA/NLESS I 5TA/NLE55 STEEL //¢ I `� W/RE ROPE GHAeEP) TEED wave ROPE I G/7GL/1/Z W/Tfi _ a STEEL T/✓L3E 5TA/NGE6✓S 5ET 51 7 OGxTUBEWALL SCREW PALE ;,1 90 ° TURN STRAIGHT RUN ACIE35h- nCABLE TUBE DETAIL CABLE TENSIONER DETAIL 3 " = I' - 0 " 3" = I ' - 0" Q N c- J u) q g, o„ WW CO a J_ F- - 0 4 3/¢a# ,x 22 " OR/FT ,BOLT ® N E w 3 x/2 OEGK/NG 2 - ad PER PLANK Q I cc a ga EA . 578/NG68 Z M U- z I, Q < CC J U. Z ;17 rif' <ox /0. 'i? 0 0 E. N a 0 5'T/'/NGER i�I■�•���'r.= �% I- < a� ¢ x/8 0 W W Z - ,- -7-r CAP/ex/Z 5¢6 I 3/¢ "� A 2¢ " OR/FT BOLT a Z V Q _ \ ) --•.2 UT/L/T/ES Q Cl) 4 IL /2 8/LE Q ! "'y SCALE ,_ U fir_ i A5 NOTED �'�. a �• M DEB. SHEET NO. ,,: � i J.O. O. ACCESS PIER FRAMING PLAN I SECTION ` �'icrs•-c,STei"- s-2 '' �H.�oo $ NA( E\I SCALE : 3/ I6" = I ' - 0" 6 3/ 8" = I ' - 0" e./4.H.Ta DATE OCT. /383 FILE NO.01-B3-0/0-005 . • , • . 4130. e o e o o 0 (i--\:. 41> 0 . , /if t 3/4� HOSE D1C3SS . 66E SHORE ENO ` -- 666 6//ORE ENO } L. H5 '4 * 4 LONG. OETA/G T '/6 OE TAIL — • 6flEET (TYPE ' z 0 L- -s/a •-S LAC SCICEWS . ''/4" TE.E 3., 3" \ _o \\ �— Z- r44 U• EiOLTS . -- r m VACUUM 13'� • ( 3„ , Di . 3" I a \ B LEAKEIZ.. r -J r 3" eratik isi — �+ • lJATTSaA riiiiiii - ia'-"- �, I I r r r r see SHORE END PIPE. NOSE COUPLINGS 1 C pETA/L L oCONC. IO` �' SCOVILLSUI•H r r ( r r / i��■ r I r I' FLOAT I ' FEMALC s PLUGMLE I •• I � L__, 1 : • I )I ` r J (CC-MOVE , r r ` r r Z" 5AN/TARy '0' .SRUB STitiP 3T iLtSEiC. r— I r r F oHOSE. ,•. • •1r SANITARY PUMP OUT . I I • • '•' • I • •/ ♦ ji : '_' '•' : I ( r r \ fiAcitiry FLOAT Z.� I 1 ` r t r r l 5EE SHEET /O o ) • r II ' t 1 : J � , : I r GALV. PIPE t F ITTINGS. (//Z ") I )., ••• • �; V SGHEOUL $O I [ Li 1 I r i I / I� Di ( I r I / \ 3x3x /%Z CERTA - LOK i �1 ' �� C SIDE TAPPED COUPC/N6 FRONT I : e• ,, • I I J or o- r ` p-1 0 C v/ 1 • ' ( r II : II 0 CO I I r g V c 3 2 HOSE BIBS TYPICAL ) t rF ''•) 3"� 3" o a vc I ' : I ' r 1 • I r 1 1 of a c r r 3"I \ I C C t I. Di I / r •. • . .. • t ( •' IC • w t" DZON-C-E. ANGLE VALVE /7ZaALV. CROSS 1 1 J , I • • °, CO o WITH CAP t cHA1N rot. FtTCE LJITH • -1--/4.1i/4 I . ° • • �--� I • '4' •'• • I �� r l L Z °i HOSE GONNt=CT10N. (3USH11.1GS oz. ••� ' I / �, w tL r In//ZX/j.�,t.�i�' GLOSS . ' ( r �) LI Ji : I g D . v S/4` HOSE pblBB t rril q� r r 3 ` Q' I d) LI r o� r L • D I, I • r Di , • III � c ,n , r:. ( VACUUM r r ` r rn DYEAKER. i i , A I ), ( I o- 1 r / erg) �r w `� I 1 ' U- BOLT 0 O r / t0 g) 1 . ' A LONG 3 :— r--- tp t —, A. 0)2.- .tee. 4.. , 'i I. CAP---I . LAC SCE. • . ' , ' • ••• WOOD 10' 1`�i GALV. PIPE I ,,,At_EiLSNN I LEGEND CAP FOR FUTURE EXTENS/OAI IS j WATER SYSTEM PLAN $71 MALL. IRON ILEMOYE GATE VALVE TEMPORARY PLLXG ONE HOLE �ILUIS STRAP SCALE : I " = 50' �� • PIPE CLAMP AT R.►SEiL 0 IJYC1-1 "We. 15" •�>v FLEX/BLE ✓O//VT LAG SCREW • • W000 WALE/? ANO 2 - '/¢"n 3" GALV. �\ i Z ,,� 1r't GALV PIPE . Z 11068 TANG O/P05 ANO W00 PIECE LAG 6GREW5 /�.� ;�-r 4 W AND FITTINGS. j - �S .�— GALV. R/5ER d Imo 6CHEOULe so ,__j 2 H06E 6/056 �o • ° • a y'� W W N J 3 x 3 x // Z CERTA L OiY ion _ �- TAPPEPCOUPG/NC L/NE PRA/N VALVE M \ FUTURE `a' — rA Q SIDE FRONT �. ° SHORE ' Oy pc I"GONG FLOAT _ \II � CONNECT/ON 1 riX 9° C� < Wp i - W 2 HOSE BIBB WITH STAND PIPE ( TYPICAL ) __ < ` �, z - �� /¢"x //Z " STEEL — 7R/ GOC,�' H06E N/PELF S HOT O/P GALV � G� ��' 0 Q AMP FEMALE 5W/VEL J AFTER FASR . NOTE • O CC z z GOUPL//VG5 WITH Co) G/ANT 1/66 6/M/GAR OETA/L < KU,3BER H06E- 300 P5/ 3/0" 67 STL. //06E Co9MP5 VERIFY w/ MFR. OF CONC. FLOATS FO/Z Z" 5AN/TARP '� Q J 3 PLY MOLT/-PURPOSE EACH ENO• NOTE; THERE W/LL BE SOME SEWER.P/PE CPL MATCH P/PE SIZES LLCAT/ON6 ( WEL-PA/ENT PPAME6) d' WHERE TN/5 O/M• GHOULO BE G " A.. :i:i: � •, ANO HANGER OAPI°EO INTO WALER . ZQIII •IN �IMIll l:111 ll�,�:lall0 �• SHORE END DETAIL v<i < OJl4 t 3/1" VALve . 24"M/N F/PE HANGE/� EA. 6/OE FURN/6N ANC) INSTALL ALL (/ANGERS REG1U/RED FOR NOT TO SCALE OF c6EX/8LE ✓O/NT UTILITY /NSTALGAT/ON. 6PAC/N6 5HALL 8E DETER- _ 3"x 3 "x //2" M/N P BY THE CLOSEST REQZ//REMENT Oac 77/E 0.�0 GER A - LOK ///2 "x 3/¢ " GALI/AN/ZED CERTA -LOCK N/i°i°LE L/T/G/TY 86//VO CARf/EO . /e. T BCALE TAPPED COUPL/NG 6CR6PULE SO REOUC/NG PVC 3 WATER 7 O-C• „O`�o* Wass el, 45 NOTED ��. ` r / DEB. / O.O. SHEET NO. N/Fi�LE /"I/G ///¢ " ELECTRIC 5 'O. C. I. �'I F Dn. 0 el % 9 LINE DRAIN ( TYPICAL ) FLEXIBLE JOINT DETAIL HANGER DETAIL i �ss�F�sT�a�°����r,,+�� Fay °.°. oE,¢.H.n. DATE FILE NO. 0L83.0/0. 005 fly 30A , 2P06 3 WATER _ T EXPLO6/ON PROOF 1 ON -OFF 5W. MOUNTED t I p it, T ON 3 5(8" w000 ,roor APPROVED I I Ili il� Ili u VACUUM I. 1 I I t t—— [ BREAKER z � � N 2" 5AN/TARP 3 IF R HANGED bI\ �_�_ ,BRACKETS A5 ��_-1_1_ /v6GE55ARY FLUSHING NOSE 1) 3 x g WAGER •, PO NOT /N6TALL W/THO /T R/SER PYRE Z SNUT- off' u < VALVE • U r 13 __ 1� SUCTION N II < IE. Ol1 -- le r - Z "x4 W000 P05 T „ RUN /0/3 TYPE 5 GABLE N v. SECURE With' 2-3,/g 0 I I J I TO POWER PANEL A7 LA& 6CREW U — III-- \ II TRHN6FORMER /'/ 3/¢ " WATER C I PfOTECT ANO 6UPPORT �_ II W/77/ PVC CO/✓OU/T 11 \ \\ A5 REQE//REP . ll 1 Le) c9 II _ I ii �i iI Ii o 3 I I 34 "PVC % �2 - //2 "l L AG SCREW I I I II l I I I _0 I- CONpU/T I I l l I I I Q I -- E -- I I I \\ I i I I • II 11 Lb w 3 - 3x8 7THRUBOLT /N _51--7 1 C o WALE/ZS II PVC TUBE (5�8 �) C41 =p A 0 (tic`, s S —� 0 ;70 tn 'II i III 2 " O/SGHARGE Z I 1 S vl v II 2 x8 RUB STR/P SEWERAGE PUMP OUT a _, "1 II 41 L NOT TO SCALE LEI I � VAGUUM BREAKER LII II _ I ' I R/5ER P/PE I RBEE I/O 5 E- CONNECT/ON E. . , r?i :cj. . SANITARY PUMP OUT FACILITY FLOAT AND DETAILS Z III = II - 011 0 a co P SANITARY W W J < U NX O MP OUT F-•_ 11- F- On 0/SC1/ARSE IT FAC/CY FOR ' MOUNT/NG PUMP OCT W F LLI Uge /Ne6R75, CAP 6CREWS ® N I- G 9 AMP GAG aOGTe S/ZEO TO 0 = O G F/TUN/T• 5N/MAS NE - 1I C'E ARY AT WALE g Q aj a --iv- . Z L.L. to 1 _ am Z �.P.°04 e' D . 1 p.-p. " a ' s" r e .° e_ ' fl• a s . v,_ --� O rd n � b' a , /i 141 a • 4. t - 3 x e IO67 ® L;. 4 aI- LJ /(s) D 3" WATER a 0 N o ric— k. ° 0. o e la /- a- A° . . c . '_o •. ,. b, pp C`` 0• Qz SCALE `0 of WASH�N`r% AS NOTED 2= 7�� ea; Sr / DE6. / 0.0 SHEET NO. YV d 1 / V iAl • k DR. IA/. C. W YY o,, , v �', CHJ.O.O. Q SECTION FC�STERF" € F,B• V lVAL CNVV V or/4.... W 111 = I' - O n DATE OCT /983 FILE NO. O/.83.010. 005 • / T (E) n (N) FUTURE SHORE (0) l P ) \`J / `/ \,-•/ \ i CONNECTION \ \ \/-I- ("') I I JUNCTION BOX / I JUNCTION BOX ✓/ - 371/2 KVA •1`1 hi i z 0m 570_* _ t r C M/ \► . ► 37 //2 KVA 37 //2KV- r � 37 //2 KVA � m, 37 //2 KVA O/ I I 570 ' a �- -w �- 570 # -� �_' 570 ,E $ , 50 KVA - $50 jet ArniN AB ,% 4► % r ) ► ► NORTH NIL mi. MIMI MOE rvA r r . r ! 4iir rrI 4 A por 4 .. Awl S I C ik OF1k ' IF I I _y ,►_ , r I II ✓UNCT/ON BOX► CA . ► �i P/ - 50KVA - 1050OF 1 I J a as `�► ► _ e ‘ , A ► , 4� SEWAGE Za SS r.. L2 , , PUMP OUT✓2 - 37 //2 KV�� �► j� K2 37//2 K ^ M 2 �r' 1/44' 570 37 //2 K�r — 574 a li 37 //2 KVA ► . I 1 570j0` mi — 570 a ►,, , )IN. it C % Or % I 1 r 44 4 11 OF N ti dk A- a� A a B a ' A vi o A B , ii ill. ik �� 11 °0 % ,r IS 1/2KVA ► • \B ► a 5 # I a or t4 f ip B ► \5 KVA - l050 # li or \ Q o Lb Laj ` I 11 �/ W 4 \ 1k �• \ ° '' v ✓3 - 570 * KVA r . ► , [ \ ► 4 \\ QJ J 37 //2 KV a �� //2 KVA 'P A M 3 w A 4-B I \ ► • z r Ai 570 570 r 37 //2 KVA I ► \ �j . B _� r 570 �` �� N3 1 _ii, N v ar 37 //2 KVA r I ,� I -° v 570 A - 4 - 8 A- 1) 41k -B A i a 3 9 % 0, le:11, a ► . ► ► -� ^� , P2 -175 KVA 8/D I . r .. P — 4► dlit Atli ~• ! � � > C AO 4 : / \ D \ `, I \ I / ► Y / Si`N 1 I � lill ELECTRICAL PLAN zl LEGEND.' 4 0VN -r 0 JUNCTION BOX Z ❑ TRANSFORMER N K W • Q OUTLET WW 0 F- - p - - L/G//T C/RCU/T IA D y Z C < a Q = za Z aQ a U. i a cc J cc 4 c2 a OW U aF- cc z 1- Q U N W r��MAN K C. J ,/%2• lE.o wasy, BG . Q W e O1 s SCALE k_°O• 9F I r5B A5 NOT-ED i G/ss7 0/ ' 5' oEe.s.B. sHecr rvo. %mayONIQ ENt � DR. w. C. 11 DH. F.B. DATE OCT. 1983 FILE NO. 01.S3. 010.005 z _o N_ w ec FLJ TU//5 � \ . ` Nh h .� 0 ' h N Q r 00 00 0 I- hh CZ m � h D F. Q Q Q < 0 0 �` li`. o o cy ra 0 I _ IL / FUTURE TYPE 'G ' ll 1 I CAGLE5 TO SHORE LL Q. III I I I I 4 -;Lv 1 C \ ✓UNGT/ON BOX AT \ ✓UNCT/ON BOX N o0 /COOT OC /VAMP a1 a., � A -- 3 Ile2/0 I- -#6 THWN -- (3 - 250 MGM t 2i`¢ T//WN O ILI Q /N //Z CON, /N 2 " GONG ) 2 #Z/at ' G THIVN v c 3 /N /%2 " CONO. c �; In O -p Q a c /Rppg = / G9 7 E EA. 3 #3 f #G THWN • /n/ /%¢ '' GONG TYP/C4t C Zi o O v CN 37%2 KVA /25/2 N a v d . /5O/t © _ � J/ /75/2 (/25/2). . 0 K/ 0 L / (/50,/2) 0 P/ D . z A A A (/75/2) 8 B (250/2) 250/Z 20/7 PUMP OUT W Q TO c 6 /25/2 (50KVA) O .c (3/%/KYA) (/25/Z)• (NI) (0 5O0K)A) (/50/2) 0 /50/2 0 w - 3 ' 'O f A'lo TH/V/V (EA. 3 3 t "Io THWN /N /72 "GONG. T YP/C/1L /N /7¢ GONG? - T)'P/CAL ) B/MANCH 1/OL T46B PROPS 3. 92 % v J ( se 3 - 250 MGM / $¢ THWN 3 #300 NCH f #¢ THWN /N 2"CONO. ) - /N 272 " GONG. -- —3 fie 2/o f #o THWN IN /%2 " CONO. ABOVE TYPICAL M D/FFERENCES ARE SHOWN J2 © K2 0 L2 (/50/2) 0 P2 /50/2 0 Z B B 8 A /50/2 0 N 6 6 6 (260/2 ) a ¢00/2 X in GI(M2) 0 (N2) 0 (02) 50 0 (75 kVA) /50/2 2. 6, / a CL ( 0 Kl/A) (/ �2) 0 /RFOR w/50/2 W W Z to (EA. 3 *O f 1th THWN /N /%2 " GONG ) TYR �, I 0 a a Z #Z/O t #G THWN 01 /50/2 0 N o- aCc /N /�2 " GONP -- -- 2 - ;`300 MCM A d¢ THWN Ua = -- (2 - 25O HEM t #4 THWN /N 2 CONO. /5O/20 'J a /N 2 " CONp ) ¢00/2 Za I CI U woRST GONG/r/ON (75 KUM ) /50/5 ' O u.. z_ CC Z WO/�6 7- CONO/T/ON FEEOER VOLTAGE PROP = 2.6 % BRANCH VOLTAGE (/. 7 VD)) : O O V J — P/lo 'e/' = 2.3 a CC J W /50/2 0 54. 3 '�O t ' G THWN Z J3 0 K3 0 L 3 f'3 /N /%2 " CONO. a � W 0 (/50/2) 0 0 BRANCH /50/2 VOL TAGS Q C C C B PROP = 24/ /, A A A (250/2) 0 ¢00/2 Co ( M3) 0 (N3) 0 (03) l (75XVA) /50/2 0 a. (50 Kt/A) (/50/2) 0 a i M`'RMAN K S V /50/2 O �1' ` ASN� G SCALE (WORST CONO/T/ON B/ZANCN gOLTAGE PROP = 2. 2 %) re N(f�i DEB. N0 SCAN E S.K.B DR. '^/ C /VOTE .' o �F��si�µ� 4 .o.o. FLOATS J TO 0 /NFO/?MAT/ON FO/' P O47 M, N ANOO FLOATS P AND Q Air - �,a F'iv 1 ONE LINE DIAGRAM /5 &I.OWN ( ) ONE LINE DIAGRAM �,ONatEN o./¢. ._,. DATE OCT. /983 FILE No. O/.83.0/0.005 _T 6/en, 24 3/B" -1 ANGLE FRAME / -II RE/NF. CONC. SLAB. / / / // I ' 3- '*3 PERIMETER BARS LIGHT "MAR-POMT UN/CORN" / //� - /` OUTLET A3gEMBLY O O „go- SIZE AND LOOAT/ON // / �3�N METER L� _ 6ARR/EKED TCLEHibYE z OF BLOCK-OUTS 7l0 BE / II `-� POWER OUTLET , COMPARTMENT n6TERM/NED k3YCON7RACTOR SECUREGLAMPTO yUALER W/ TW/STLOCX RGCEI�TACLCS /� N N -/• ` S 2 1/2°gf x (o"L. LAG SCREWS W/TH 9PR/NG GDAOED > \ li TRANSFORMER W/ "EVERDUR',BRONZE_SPRING co VE Q %r CO w // \ O/A. d/M. 27%2"x 2L"x4✓` WASHERS. cc / / \\ I 11 / I CONDUIT KNOCKOUT �i / / \\\ I coNcRFT6 FLOAT %_-_\ - ti\crt I HANGER v 4. RUB STRIP /� - -IN - - - - -- - `_ _ __ _ _ . k, . �.�� WALER + .33-4' 2/C bKvMI- ----6":ccwouiTTYPE 0 CABLE03A mWAGERSPOWER PANEL VIEW FROM WATER 91UE W a D i 1 OUTLET ASSEMBLY Iz / SCALE: I" _ "l'-C / 1 3-i0`2/0 5KV, TYPE G �� 2 LAYERS 2" x 2' m. V 2" a" 2„ C • - - — NOTE: cc; 8 I. CONNECT/ON SYMMETRICAL al o ABOUT GLOAT t. t SECT/ON B B 2. THE ABOVE CROSS/NG TOSE `� I i ,-sAw Cur Al It.R Ae/LLING - C 3 USED ONLY WHERE CROSSINGS 0 C LA BETWEEN FLOAT ENDS /5 NOT N1' II I I In O -p BASE SLAB , TRANSFORMER AND POWER PANEL DETAILS PRACT/CAL. f '� � I 1 OAK CLAMP BLOCK 2"x44'x/2" Q SCALE: /" = /'-O" Lb w Si-g„ G,. 6" 3" C o 3" 9//6"� HOLE/ COUNTER- DRILL TO F/TCABLE 0 > o BORE /"0 x ['DEEP(rya) j N • z 3 2 //2"pS /PS TANK NIPPLES 6" " " �► �r �i OAK CLAMP DETAIL z`4 WCY�P BLOCK SUPPORT TREATED, N Q CURFD TO WAGERS W/5 //2'x 6'L „SCALE? �3" = /' O„ - a) L n LAG SCREWS. COUNTER BORE /%4." �`/"LEE? «. /�i6 NoLFs(Fc/ruR6> C _ ocu an //8"BENT PLATE a of F v 1 0A o r -o A \ SECURE BASE W/4- //2"x,3"L (1E: CO t LAG SCREWS W/ WAS4 L.ERS(O VD� CABLF CLAMP UNDER SE'Nr FLATS J `r L v JUNCTION aox P 3/T/ON Chi PLAN CONDUIT K.O. DIMENSIONS NOTE: CONTRACTOR TO V6R/FY K.O. JUNCTION BOX AND CLAMP SUPPORT FLOAT A B O SIZES AND LOCATIONS u,, K, L. / %2" /I/2" / I/2" SCALE: 3/4" = l'-O" M, iv, O / I/2" /I/2" 2" Z O P, q / I/2" 2 I/2' 2" N FUTURE ZM 'Q N To LE RAt o a c,w CG2svm/LAR JUNCTION BOX BASE AND a TO RALCO no. CM- G62 9 MAKE CONNECT/ON FROM G CAbL L x J TANK N/PPLE9 watt) N//RE TO CGYVDU/T WIRE To �uNCTiav ax CONDUIT K.O. TABLELU / ✓vN T/O f30x WITH REMOVABLE`rOP COVER Ps sm. L W L 5CALE /%2" = I'-o CC LU 1- r O N W 4' WOOD BLOCK V Q krill( " `z Q = _ --- r ° Z a a il i yl -- CABLE CLAMP I k CC Q U 1 — NLL �i ��___._.-//8"x(o"x7"BENT/$ (GAL.v.) //'1"CARR/AGE BOLTS WITH SECURC CLAMP TO 6TEEL RAMP LOAD/NG FLOAT 41 Z PLATE WLAMP r g" 0 Q V W/5- //2"x2l 'LAG SCREWS NUT WASHER / term. BOLTS. U C C) J �_ fiUTURE NOO�9"URE%/RM GRIP p size 7C CC FABRICATE CL�4MP5 " I O W W RAMP LAND/NG'. / , TY/°E Cy CA/9LES FLOAT FROM 4 x 6 s45 pAK Z r ,_ a SAW CUT AFTER iihi I I O I a Z DRILL/NG HOLES 1,---41----41,— FUTURE TYPE Q CASLGS JUNCTION BOK -. lL- `- 0. TO SHORE h� // __ �„ a t� Q NOTE: ��I0 cc- uA NasNy<90 JUNCTION BOx DETAILS SHOWNA.BOvE 0 4� SCALE AS NOTED SECTION A -A CABLE CLAMP APPLY TOFOAT "P" s 3 SCALE: 34 it 'O`I n n- �/ + iy. C� DEB. J p BHEETNO. I I/2 = I - 0 ,S/M/LAR MIRROR fi/AGE OTHER SIDE �� V ( f" OF RAMP LOADING FLOAT- FOR FLOATS K"& "N" i° °R' DETAIL — JUNCTION BOX AT BOTTOM OF RAMP JUNCTION BOX LOCATION 'oetp yaG `N�� J'o 0 F a4 4 cH. �..AMALF F.9. SCALE: la" = /`-O" -�,.• or/4oH..T" DATE OCT /983 FILE NO. O/.83.0/O. 006 - D I II I 0 m ' 1 (� '1t O w to II • --I o rn ° m II r �i e•� !L 7 ) 1 i ( , II O m O I I I I n - - - - . I - - - E, 1) Li D U ti % r it, a q 1 O CO z C r ril - - - - - - - - - - rl II _ II II cn r w 4Jl o —I ---�/ �� / /---\ / . /—Th . . /- 1 /— '1 y--mil ( C In I I Xi II z - - - - - - • - - - u n Z p —I O0 < c rn o 03 y - - - - - - - - - - n n co r ° II II II 0 en D • ' r ' 1 �, JL- rk�= O Ni II II O ° , II II II Xi _ \ Co - - - - - - - - LJ Li 1 In - 1 rn N 3 r �oN k' - - - - - - - - - - - m �� N v A Q � N 14 I. 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DATE BY REVISION • a A • 0 O p KO) (P) \C/ •r CONTRAC ToR To MA/<C L9oJ- 7 (Cr'C - I CONNECT/ON TO J Z 02 Iex/ 7"/NO 4}/416 s1 . ate. I ram � ✓ —� I 0 in- \-�-_] -,J I I; \.._____ >;�� I 91 .eft o `! acn r - �.ii- -C • w ��n �- w I._ J ( - - l _ __ —J� ( ---.I -- -- N� N— k .J B 1 q ( r I' -. l ► O C---�was J w� - - P2 �,^ ---J� i r__� 11 __ t I ____ L I i i I -- ► ,l. 1 o _ t J 03 I `- i I I s 4 5OKVA - G5Ox` C ♦ t I � I L I — J •---- I :oF II I m • v� - Ill 4 ____ ____ W • J - f 1/4 I . I \ \ I 4 IS I • IJfIo A BI _--- lam_ _- \\\ 4 / BAN I � • I I : \\\ _l \ A ► c== I \ I < L---1 r--J �\ • II• ' f0I ' - r-- m -- --- IV �' o in t 4 P3 - 75 KVA ' I I ---"J IL j \ j V 1\1• O `c 3 AN ta toy I , el h I I ----.� -- o 0 0 \ \\ Q o • J I � � \ • E ku co -- -- 1 • 1L 11 J L--- ---, h c o o t . ik ., j .. po • I ---�J I I r oZ \ \ -0 • z pc NoTb.' CONT 2ACT02 ro PROV/0E oNGY J I h ( -- . o \\\ a, Q I 3 x 8 MOUNT/NCB BOA,EO /N PLACE. --_J) i \ \ -p c L C°WA /EX WILL P,QOV/OE AA/0 I �C c-- c_ 1 \ \ a, ► /N6TALG /RE EXT/ J/�✓NE25) t 0c • - -JJ I1-___ % `__=i I_� \1\\\ „I _ IN FLOAT " O " EXTENSION FLOAT " P " EXTENSION "0" L ; ``__ * t ¢p1 \` \ FLOATEXTENSION FLOAT "P" EXTENSION 1 �___� , c \ O ( OPTIONAL ) \9 ( OPTIONAL ) —_JJ ( � ; �—___ cq � � ‘` '\ 0., ELECTRICAL PLAN `---, I "'� ' �'----` >, WATER & FIRE PROTECTION PLAN __ ) I - - \I 1 SCALE: l"= 50` O"" II SCALE: I•= .501 O„ I• J 40' �• _\ L`---- m 60 i I �I 36-' NI I i -% I I I III ._ .I _ C48- IAA • J2) •1 N�_ -• j I / • y _i rA ; ` ;.I �"`(P ) z° " SEE SIfT. 3 ¢O j .. - - N k. 11� \ /� 50 II' \ II 2\SIT I . • I!! H 5- 1O 4 iI N o IlalI Ii ��`��� �� tg I II j _\,____ /2 "x /2 "x Z 'O " % J . \ •1 ^ ;- --- ill Y I. N I• \ I. / O I. ��CO OD k 14\ _ l9 GUT O`F EL. t /7 03 ( CifY2P. 16M :'I c - 4v. ;od II-- � I \\ ota Mil; , I� o '' � 0 t' \ o N CI a v , I II r :r I -- 0 k ) ( m 1' ♦ � � \ N �. W Q J yv. 3�1 Iq LL LL ; I I — — -_ Z 3/¢" EGONO ct �' m \ Q N ' I• Z / BOGT6 W/7W N D u v n 0 �� 0 O W �, o � L — / l v N p r— _ , / G✓/'//�E G/Z/�5 :' m •I % ' \ 1 Q VI % tf) Q 0 EXISTING WALKWAY END AT KO) Infer REPLACE f=XISTII�IG 4 x 8 ° \ L '' `�% �� "' ('� / Z wWALERS AT ENQ AT EX/ST/NG N m \ Q N.1.5. �� r FLOAT TO MAKE CONT/NUOUS `h M v Z < ~ � IIel CONNECTING WALER SYSTEM. I• / 1, / Z� Z W G� i' RENANC, UTILITIES q$ REQUIRED. `� I \ Q � / O = REMOVE F. 3 EXIST. s/ o \ .I % CZ-rip. * Y1c-- ND WOOD1 jfl �1 IS' ) . �}P� - Icoo, �i nL 1 •1� •t• ( �P. ) II 1�1 11 I• \ .1. 4VI . • Q. ill- e n /N FLOATo N • C,4g- 17w " Ii e\ F GER (ENO FINGERS) •i J• \ 5O' \0► L -- .. U sto III ill - -• a �� \ o m 5a' , ��I.�1s 11� poaeLE NIOO/?/NG y .� 11 b. . , 1I LL1 G�8 -W>4 P/LE . CTYP/GAL m ¢O / -..ii O "�A��i' Ill II/ 5EE /PE74/G , TH/5 5HEE7 d �,v� • (S AS NOTED D[1. SHEET NO. (�}g- GA W/OEENP %) de�oF wnsp�Nv F,y DR.J.O. O. �4 O• Ma I - MAIN FLOAT CONNECTION DETAIL DOUBLE MOORING PILE DETAIL FLOAT "O": EXTENSION FLOAT P"/EXTENSION '~� t '� °"'goo. 1_A cr ( OPTIONAL ) c� , ti� �' EXISTING WALKWAY END AT ® NT,S. NOT TO SCALE itesisratca 9,� DATE FLOAT SYSTEM PLAN NAL CIV\ ,; OCT. /986 I tJT.S. . SCALE: 1 = 50-0 NOEO/. 86.154.00/ , . CC m-�-(' ,..... ,.._ 01 a/Vtete194&., 6.4cretau at,i..' cl sAm- VaAAAAA �y -LE;W4); ECTRIC$( INS G 't _ a—lr MOUNT ER INDUSTR CnbN CO NTgC? b N©N, WA 98273 (428.35pj G °CCUPancY has been s9 ci¢i! Cot"fi ut '''r • ciltY APPROVED an* • al ingtory State en e t ' ? ?3 W' tie nAJ with tdA th ° a . A Z 0 N W Port of Anacortes 'm w 4h D 0 Z C 0 Id . CAP SANTE MARINA IndextoDrawing Cover Sheet s _bh o v � �_ ;� 211 General Plan & Vicinity Map o - z o . Z 45 3 Float System Plan Phase I Ew � s • n 4 Mooring Float Details 6 0 5 Mooring Float Sections & Details Oct October 1983 6 Float Access Ramp 7 Access Landings & Access Pier Plans & Details z 0 FL 8 Access Pier Framing Plan Z a & Railing Details N x La 9 Water & Sewer System o N W Plan & Details o a w Z a N 10 Sanitary Pump Out Float LL z w Misc. Plans & Details o 2 0 cc U Port Commissioners 1 1 Electrical Plan & Details o°. u Z Bill Vaux 12 Electrical Plan a Executive Director Tom Kassler Joseph E. Baier Dr. E. A. "Bud" Strom One Line Diagrams U Port AttorneyProject Engineers13 Electrical Details BALE DIB. SHEET NO. Leslie A. Johnson Reid, Middleton & Associates, Inc. 14 Alternative Bid Items CH: 1 F.B. Of .M[[l• DATE FILE NO. a 18 1I' Jb' .e" .w rW ro^ rv" 35' ao• ya' ' Fe* - ----'— —'-'L - J_-L_�_ 1 l-- 'sw.'L--- ---L--- f 1, 1 tH %T : 6 Sale30 (. I r Il 91." i2 16 12 q S G l - e ' 10 15 �� SIG 19 e I]G IJ J] 6 _Ii .p I.. , II l I ie le t" .. G 2 .....A.. - - 01 t! .1 i L.�P of rM 12 I] 1l O ____ _ ..._ - 'J II j aV. '. 1 a L1 OS IF- 6, � e r C# PROJECT SI TE 38 a — 10 in t __ It . > + L / J . Ill� rj I nF II 1r �J J❑rii❑ I-� i� ua .. I 1�a6 , n UFA _ � non❑❑❑❑ ❑c � < a T ANACO�I 1[ i� a ti p5 1 ti _ ` I$ I _ e \h N RTHa C]CIJL iirr � a » II E����i 6Y9c ' l Il » 1y if utit�2w1 1 el a I al II nU " AVENUE �[ ❑❑�� " ( 5 .. �r— n—� 1 -, q it �7 ^IL vtea•°` I. III I E-cor❑a , 9 C, i I ' r �N A1F_ I , '.. - ... .. 11 f... a /� VI.I I, I 1 .,/,a n �C�� II i1 'd I .m> r / IIIFIIIIIIIII gi 1 ) �� & ‘n.I.. u� a,' q���1 n x w I a EXISTING MOORAGE FACILITIES \ //// III - z i z I .w / r 9 I /Fxn r.\r Q c. � y �° _ y 1 i Z _ r. '‘..d x._ - ' a Co" e.x © ` w _� o w ll1111111111111 -- 1 �l, " T " AVENUE N II I I III I I I II I I I I I \ C--) , 3 \ VICINITY MAP Q a ct IIIII ( I I I I I I I I I I LV 1 1 C O O 1 I_ 1 1 I T., U IIIIIIIIIIIIIIIII 1 � I I � N i I I I I I I I I I I I I I I I I O . z 0 1 1 l 1 QJ ct ' cc > dJIM i l r 1 , � I I I I l I I I I I © 1 , , �, IIII. II III IIIIIIII � ; i 1 11 1 — � III ( IIIiIIIIIIIII f , I o I ' S AVENUE 1 I I I I I I I I I I I I I © I 1 I 11 1 I I 4 I 1 I q,4� . :1 I nF r r rirr. NET 1 I-- 1 1 1 it. I _- 1 ' , I I I ~ Si I i i ' I 1 • �' ie. I z I 0 as z \ aV____SIM � � ''',,,,. - ,,, L I �I1 1. _ z a >-.a ~ x II I W z " R " AVENUE r_____I\ — I o~Cy C.) > \ N / 1_ _ 1 `---___ — -2 o a V = CIas z I-- I-- gislisi z a a w w - Iiiw aZ z W LLI LLJ CC CC UJ 1— k— IX , a N CCMS J ICE »94 C z CCSt St GENERAL PLAN Om ACC w _ o SCALE : 1° = loci-o" a. W a 990 AVENUE - ` ' .- I , , ' SCALE ASSNOWN - } M L.L.W. . ... oEsJ.O. O. ' A.P. N. 2 :z.0 cm 1 11 r6!' Q Li. D TY " a�r. r' o � `T s. ., UATEOCT. i983 Ft") O1.83.010.005 1 I t . _ __I L \ — n \ \ IJ o\ --1r \ 0 L �\ Flo , L___= tr,\ a r czicscc,\ -i A, \ In a K° \ N m -i 27'-6i I4SP Q 26'-O" = 364'-O" \ Z 4 -O TYP 3-O YF m . (TYP) (TYP) 6i I ENP FINGERS) \ TT N Q \ r- °1-1.t./LN \s./ \...12 \-t./ Ck.\-.2../t/ \s/U.s../- i %N...t../1\r•-- / \3 �� �'� /�� /f'� ITS �'� �'1 �"� /'T� �1 /T1 l`�� O ��y cr I O x 27'--G"J G SP a 2G' -G" a 1551-O" I 8 SP 0 25'- G" = 2O4'-O" 12 623-O"L23'-4' 8'-o O T - ` f � c M '.s/ \ s/ \.s./ "v./ W ems./ \-a/ \ s/ W \s/ �../ \s/ �s/ \../ �S/ 0 fr �•1 r /- %/-''1 /T\ in \ l� /T\ /-^�.✓� ,,'� r,� ri ,.. /if — - j9 m 0 _ I19'-61 8 SP 0 2 9'-On - 232'- O" 128`-4 1 3SP. @ 2B`- d' I2G'-GJ 2 e 25'-O"I23'-G I p 8 Ir50'-�1 12 SP a 28'-0" = 33a- 0" I 1 3SPe25'-O" 221-G' ' Q ti a ## 0, G) w 3' W I I I . O pi O (TV?) I 0 P I - _ I GI o -t O O 1t x2s D PROY/OE ADO/T/ONAL • II S-O"(TYP) Q N 10 — FGOATAT/ON A5 R6RP -i F It _ FOR TRANSFORMER = \ (rYP/CAG ) '0 I m Q I I w — N N ,,,3r ror N N Qs n l n L _= W NIN NI N © 9 I —N a I N Oo n 1 C c x// -< 1 I J — r 11 32' Gel Al.SP a SOLO" = 120' O' 7 SP 0 291 O" = 203` O" 27' d 2 @ 25 O" 23' 6I r II o D v al '4 v s -a 3, q v -a ( a 1 -a - Z Li N — (TYP) N 0) tv - _N \-- iv _om \ �_/ �/ �/ �� \ / \ / \ / \s �a.� \-_ \ ✓ \__/ U \ - ... / - sr---(Cs 'g ( END FIN6ER5) '•`TY )5,_ intc),1 1 1. _ L I- N�`_ I w vs se L-35 -G' J _ 5 SP. • 33-O" = 1G5'-O' 4 SP a 32'-0" =128'-0" 29'-0" 3SP. 025'-0" 9'-6' / iN N T , ' l 5 SP a 52`- G' = IG2' -G' 1 5 SP. a 32'- O" = I GO' -O' l 29'-O"I 2 e 25'-O" 251-6_' /' I O ql 3 -Oil-YP1 sF s v q A s alw W _ W 1 n P r.3 ' / I �-` •/T1 �\ lT1 /L •l (rY?, . / v$\) 41_, ♦ re—� �\ rim �� fl \ �ti. � • A 0 ��` A Q 3' i� 0_0 0 �x �_ C _ J S C • ' 4 30�6"J 5 SP. e 34i-al = 172' - 6n I,_ 5 SP. a 33t-G" I-= IG7 G" 29-G 25-d 28'-II" E / / 15 -0" N I a SR. a 34' -G" = 198'-O" I 4 SP a 33'-G' = 13.4'-O" 3o'-d 25'-d rII'-0" • q 1 `-- Ib'-0" fi 3'�-_ 7 's 7 7 4 (TYP) AO Q 3'- " p w W _ -(tYPP Q N N l I �' 6) S• 'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIII•IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIk _ - - N rV- \� \ ram �T J w A o " _ �¢` RAMP 01A. 2 + 21. 5 �1. 6 Q Z Q Q 3' I O - S /5Z'-6" xe 4 pb_A' --Cry?) � -(' TV?) _ _ rYP.s` I /� _ii /35' G'� _ 63 G • 10' O' 4 SP Q 37'-O" 148'-d 36'-d 2 SP l3•l' O" 32' • > > A "I:/ � I I t / a9 I (— O / . O 4 q mz ..-I Z -< 0 v bi I 0 4' • II itN O ,mac? �.a ite4 III 00 a. �+ z1, 0 \,'"--- 1-0 sub„:te Ari- Mr ,g cfR ,� 1� C-P (1 Z a 72 -0 D 0 • z e ? -• y i E PORT OF ANACORTES o ° 70 o CAP SANTE MARINA—PHASE I EXPANSION oP ° o Reid , Middleton & Associates, Inc. zo — o - , �� fffl--- C) Engineers • Surveyors • Planners o 0) co 9 g_ • FLOAT SYSTEM PLAN 121 5th Ave. N., Sue 200. Edmunds, WA 98020 a, NO. DATE ET REVISION • W 142'-01TOt 2' -G" . FLOAT "O' 6 RAMP 40 ' BERTHS .321 BERTHS 261 BERTHS 01' 9'- // //2" y RAMP wHEEL `4 /¢ CLEATS r f- GU/OE6 /O CLEATS 0 I�I 1•I 'r1LN C 0 8 CLEATS A 2¢ _0 W N I•I I•I /IY Iill x II II 441 11 I I N II II NA/N I I I I _ I FLOAT \ O �' IL /II\ /I I\ I I II II - - 11 m - — — — — ` ----t I I I II II I I + < @ /5 O.C• ANp 21 Q ��, ��6 FROM EACH BEND /N TO - o FLOAT. (5HORE 5/0E) I- II II — ` F/NGER I I I I I I / 11 7 ° FLOAT — II 1 I z 1.1 1.1 on CLEATS --/2 "CLEATS PROD/OE STEED FRAME -J WELOMENT PROv/OE STEEL O S W/Tf/ FRAME WELO- v •I CONCRETE 6C AB COVE ' MENTS W/ CONC. C\\(< 4 a CG EA75 SLAB COVER vi o 0 0 N 50 ' BERTHS 36 ' BERTHS 30 ' B 28 ' BERTHS ��,,\ cy, �4_, °� v 3 NOTE : '► o CLEATS 5h'ALL BE 6ALV. /RON OPEN V a 845E STYLE , W-C FIG 40/ OR EQUAL. . o PROV/OE /¢"HEAVY DUTY `11 ��12� I a • • CLEAT6 6HALL BE TH/?U $0GTEP • - N `� w O CLEATS @ /5/ O. C. ANO 2' FROM I '- o i 4'- ////2" ' EACH BEND IN FLOAT• p \ 0_ TYP ICAL CLEAT LOCATIONS ( !HATER 6/OE ) j • z I " = 20 ' v! Y 1;, ---- ' v 9,- // /2 „ FLOAT•P� i FLOATS " P" a ° Q " DETAILS I 1 I7 z / RAMP t._--) LAND/NG 4'- // %2'' _ PROV/OE B"CGEA75 1a /5'OC. FLOAT SHORE 5/OE OP ACCESS FLOAT. 73' 6" 55' 6" /� _ - . / ON WATER 6/O RAMP E OF ACCE56 (l O 0 FLOAT MATCH CL EA TS SHOWN WHEEL FLOAT 'IT I' 10 FLOAT"O" t. Q FOR F/NGER FLOATS GU/OE5 ! /per Z NOTE." r PROV/OE S CLEA76 @ /5 O. C. I I SHORE 5/PE OF ACCESS FLOAT. I ON WATER 6/OE OF ACCESS _ FLOAT MATCH GLEAT5 SHOW// I , aiil � �Hit I ',0. POR F/NGC-2 FLOATS . Zr) /P/NCER FLOAT • i A ti... a �I II NI IIII \ I i MAIN ACCESS FLOAT T IIII t-----j lir° N\ \ ,, 2'-'`3/4 PRov/OE 2 4"CONOU/T III 8 W W a EAGN 6/OE OF RAM/' 0 1" -� • ~ en FGOA7 I I I LANO/N6 FLOAT ! I * W W 00 o wry ~ .ki. : , ^ \ 0 4 �. ! a N Z a O 4 _ I I aQ J STEEL FRAME CORNER —� - 7YP/CAL &TEEL FRAME U. E BRACE W/ CONCRETE 4' CORNER BRAGS w/7W 0 SLAB Coves (5•/M/LAR MA /N r CONS. &LAPS LOVER- MA /N � , TO TYP• ¢ 'x ¢' FRAME FLOAT FLOAT PROF//OE STEEL FRAME 5` 4''_I11/2" ? WELOMEN76 W/TH O W 2 ANO LOVER) ¢ //�2„ CONCRETE SLAB COVER _�M�,� �_lli a F- OO 2r - SEE SHT, 14 FOR LOCATION CO ��--�— OF FIk1C-,E2 FLOATS a- C FLOATS " J " THRU " N " - y-'`0 0. oz-s e` WASH V _-- BGALE �O 1�p4 H,y� F' � ,4S NOTED a I / L _ �� DEB J O.O' SHEET NO. II( t1- � 1 C. TYPICAL FLOAT PLAN FLOAT " 0 " DETAILS °R �H. 4/ 11 1 11 DRAWIN {� 9F�J� R�'O '�l`�•1� F.BJ.O.O.1 /4" = 1 ' - O " I /4 = 1 — o RECORDIrf�y isC 0 ✓ , DATE OCT. /983 FILE NO. O/,83,0/0.005 z 0 — 2 E 8 RUB 07-R/P, .V4/LED ON N i 3%-'.711 CLU-LAM /BALER > 4xB W�:LER4 w -T-- ' le" TYRO BOLT f/e " THRO BOLT /N PVC TUBE /N PVC TUBE //1" fTEEL ,€s .f'- ///T? NM�4/N FLOAT 2'- 7 " FOR 2G 'T//ROUGN 4O 'LENGT* ?+ 5 x '/4" L. 1 r ' -//'t M.4/N ACCEW 0 FLOAT r wi 3 '- 7"FOR 50' L ENG'T.�/ /'/�X //� x %"� ,I ` � A .o e. l A Q b 0 - -�- a d ♦ /, ` e b_ e' 6 0-�— ` , r li ro 1 I G C L. 2 1 b 1111ILH 2"STD. P/PE Al ~ a TI --) ��� CO/VC. FL 0.4Tt — CORroAE— ,/ FOAM T°T / — ---"7- cl V ` + e o — — — — f x4 S4S W000 RUB giver `� OECURE TO P/PE H// Xe" BOL T5 -- , 4' •Dn Mean HOOP TO 4/.4/N FLOAT f4'/ lJ .!//V OF T`YO TNRU ROOD.ROOD. MAIN FLOAT FINGER FLOATS v Po 0 N STEEL FRAME STEEL PIPE HOOP 0 0 CORNER BRACE PILE RETAINER TYPICAL FLOAT SECTIONS `le ' o 3/4" = I ' - 011 NOT TO SCALE III = I ' - OII �7 vi� w C O O 0 v 16 L D . z A N Q O C L !4/AL EiR 4. w CONC. ocabvseR ,r 0.4T • 41 1 /TEEL FRAME CORNER --_ 1 OC BRACE N'/ CONC. �'- IdCOVER t� C A'I L---- __i_._ _; r 2 XB RUB 57-m " / I N TYP/CAL M/N. 1 THRU ,� `a :��o / �__ EL . t/5 BOGTS PER 8 FT. t/a \ -��, /2 d CIE \- FLOfiT 1L1000GE 2 '� os !c, ` 2- 3X8 "vat al 6,. 3. /, 31 �.� �"�. ,.{ I I r --I - -�e - o I I I CONC. MA/N FLOATi%slit‘ 51) 1 EL. VAR/E5 W W H Q NOTE: EACH LEG' OF r7,1 i ENO P/EGE 2 n 8 — Q 5 ¢ 5 CBOGT TO � W EACH B.IP.4CE TO BE G �TEEL P/PE HOOP y7•EEL ,FRAME W/ �� ; O N i QSECURED BY AT L EAS T f�/LE RET.4/NEvP i 2 - 5/p " BOGT5 ) � QT/'YO THROUGH BOLT'i ,� NOTE: QaZh WE[OEO4TEEL F/GE LENGTH5 5EE SHEET NO. 3QQFi�AA/EZirx1'/Z X /4" L 's /' p ? N- I [ 1 - 1 - 40; L--, \______,, / a i /VALER 3'�b x 7'xs 6CU- � Z I fC LAM. BOLT TO STEEL Q O `,�` ku BR4ME w/r7r 2- sad' TYPICAL MOORING ae E o _� � ? PILING °aw 1- 2 x8 1 (' " + I RUB P/ECES 4n ¢ 5¢5 Z W ...1 Z - //2 " BOGTS EA P/EGE NOT TO SCALE Q N TO STEEL FRAME. N P%LL ,ENE TA/ EH a. 4 Q fr;0 4 Ms% ,; SCALE AS NOTED TYPICAL FLOAT PLAN STEEL FRAME PILE RETAINER 4a ,' °� /.00 SNEETNO. I /4D = II - 0" I I/211 -_ I1 - 0" � DR. at W.C. RECORD DRAWING9e. 42.�,s7��4, 4 FB✓.0.0. 5 t- cr/44,4 s DATE OCT /90 3 FILE J f NO. 01.83,0/0. 005 7 PLAKK DECK. STECL ' WT" _ 4'-O" N. t=UTUCLE PIPE (� OfL CONDUIT. n DRILL 345°0 HOLES FOR GRIP \ '9 - • 4 1-1.- 8 SAS Fltc PLANKS / STRUT. ANCHORS# I22Co2 a I S1�EE0 STRUT CHANNEL ST_CUtZE EA LJtT-A Z_-"A/a' 6 _ VT $' � 500 � 3`- 9" LONG . � CAIZTZ. i30LTS AT EA. STEEL :&Q rs�4 �unrr 4 4 12.4i I 4� �I u > CHL01zOPl-1ENOL TO 0.5 DRILL �G HOLES w cc `� co POUt�lO / GU. FT. RETEt�I . i I d► P 13/4/0 ` e CzN II, _ - 1 p a PIECE C -4,—.-- 9 - - • • • - • - A 0 " i ' • . O STCE._ G2lP STRUT TYPICAL ^ to ll3/4" 1'/z' - lZ. GA. HOT I 'Je d I 0 OlP GALV. AFTEV_ FPO:N Z. c x = UTlL1TY Al T,�I a SCcU2E co EA. CCLoSS I E. CA�iZIEIZS . n O� , \ � PG. IJITH NO. IZZ�Z�� ' ANLHOLZS c 5/t>" N" In QA Q GALZe_ BOLTS. Q I _• . 1 r - o - • • s A - '° PIECE �. e ---r- • • — _-__ USE AT t. _ PLANKJC>INTS ° . itt I _ ------.-G- -Ar/4/7Ari _ - --rzi Fr/7777n ci 1% , . L SECTION b �``` WT 6x7 TYR a' EA. I"= I '-O" VERT PIPE EXCEPT ENDS TYP. RAMP SECTION A illo RAMP ELEVATION O In = I '-O" - O in 0 LONG RAD. PIPE < E ELLS (TYR) •• E 4'-O r '. N ilk Irk. I C 0oBEND RAILS IN 4, WELDOIIIL a✓ Zvdl �TOEINN EA FACE OF �r NDT6 - ID • liePIPE 4 61 ��6" HOLES SEE 4�16" _ iI - ■mma1 ®r n=. !•- z �� ... DETAIL OF PIECE''IG" --O lin \`/i P\PE- rt! -� �-___ ----- - --- a, a COTTER KEY Z� a n „ - 11�--- - --- 3 -0 c , � r /4 � I�Z DIPE n 11 IIIS 1, II II IS"x4'•IO'Ix3/6"RAISED N 0" - ly" . IS. e I /IX"� x4'-6" II II 11 ii II DIAMOND PATTERN w/ ,E WA5HER 16 / a D ul v II II II ALUM. FLOOR t 3 , a 4 S 1 cTi P �- /4 _tr m =COILED INSERTS ____ -__ =C�J�E' _ - O 2 #5 x 6'-0' ill_ ��� I I%2 PIPE I -- -i9 ------ -- - -- - t ksk THRU EA.---,..,.1. I 12 ar."xi2"S-sAg I .. I'e'I p� NOT DIP GAIN. -' - I2 O - O - O g TREAD PLATE PLAN �� m 9 0 O WHEEL CHUIDE G"x %4Sc3/2"L Q 3 „ A 8"X 8xB%2° Ft 6'- G"LG.ATTACH TO P .OAT W/6^' %6 ►V TS, - CONC. M 16 `Ik*Vd) 5 FLAT HEAD DOLT CINICI-1 ANCHORS COUNTER HEADWALL 23 IA? _ _ 41-4" , - �4n SUNK RAMP END DETAIL 0 44" s i'-O" Z \ 3-12 I O 3 " ► 3-12 RAMP HINGE DETAIL ® 3"0xVe"e,AR rA N. /%r 16" V II" HEX NUT T.S. Q 0 COTTER PIN Z O♦ � 10x6� ♦ 2)4"x %8'X 3'-3"BAR .� 1 �:�t 1 „ a. N a. „ ,, W W I 3 1 H _ I /b /e �------I rND. SECTION C NOTCH DECK INGC�D ~� Ib " 13 " II- W Q N T6 'v0°G a aAR 112PI 5�8°_ O (n C 3i5111 CARRIAGE BOLTS 1 �� a = N 21e6�2"O.C. 1� I�� �I (I) 1 ' era'/wan. s/%/./a%II/s%L 1 . >�• ��- Z d t 1 j al per-' •" �i Fri' 12" 4 COLSON l�1HEEL 1 W I '-6" 2xDECKING I i \ 3/i6 ■I r. ,� 5450 SOLI LJITH fZ�LLER BARING a Q (� :0 1 W/WASHERS b�61 AND Lll' TYPE SEALS u. Z (��iIM 111.1 �‘ rfrail� , E'�ollEi a���I 1 NO . '1 12 3'1 a . Q '� SEE 6ECTION la 0 I NIP I/� ��N� `��� �g I_ I �8/ 0"0 HOLE6 ~ L J r 2"x�8"�c'J'-�o"LG, Q Cc 2 �� �e"� STIFFENER IiI - SECIONN d _{ _ E T5 • U. 3/8"ALU Nl. 1 P6 N u 3/16" Dz-s Iti o� �\,ro 1_. Q ALUM 1. C.) SECTION a SECTION L r ' ;N �C' °`"" As sl-tovVN TREAD PLATE SECTION0 NTs. NTs. M +. O MF�� N (E O� DO. f.0.,�Oj SHEET NO. ki44 gm - 6 p CH. L.H I V RECORD DE F VVI N(- te ; ' ' y Zt Cits DALE SEP 083 fl E oi.83.O10.005 u, of x 2 Co - ROUNp OFF 6 i<6 WOOD Q Q W000 RA/L/NG - P057 SUPPORTS - 2 EpGES P06T N .STEED CH G x 2 x 8. 2 /b. BASE LINE km 2'-O"GONG . 6ECURE TO 2 - %" FLARED LO0,76 ' ' 2 x¢ _ _-� I C0/G Eo �SR 80 T _ I CONG. W 6 " 0 0 SECURE To flo 7 K'/ , M tn 2xGB 2- / 2" CGONOMY T _ 1 .BCC T5 \� s(r) w I11 ,� l-_1 N I _ ' 0 9 - J . I . I . 11 II ` M 5EE DETA/L O/NG APPROX. L/M/TT OF _____ 0 FILL W/TE 6ELEGT #4�1a Z E.w----* EX/ST ROCK FAG/N6 P/7. RUN, WELL I ANO 5h'7 8 0 COMPAGTEO _ �, I I —_ -BAGKF/LL ROCK 2- 3 '�D/fJ.0RA/N $GREEN OF GAGI/. A5 SHOWN h�'OGEh SYMM• ALONG I-_--_ 0 1 - 1 t�¢ /NNE6H //AROWAR6_ . \ I I m , .. CLOTH • \ I I I W 1 I- • o --- N i a %N• _i____ •,. - . . 0 ATEAGNPAWN - / C/ FT 8� G„ i DERV/OU 5 BAGKF/GG /N G„ �� �j \11 BURLAP 540(. 4der0 SECTION A — A ELEVATION PLAN o 0 N c 3 x /2 DEC/<//✓G I 6Ir0� o . D 4 EL. f Mi.B0 1 — i" t. Nil ( ,ktIN-if4 O N i / Q ../__ „ 4,_6„ _ ( "4 I 4 B N ic . o RAMP H/NEE PLATE (WP6TA7LON6NTO ¢ x /O PLATE o i 1 0 Q C 5o „ , Q t D Al — ± IA 3 I 3 Fy r -GI • Z ELEVATION - In �, v 0 0 0 DETAIL �� N O O Q FOR FRAM/NG O N� - 5EE SHEET 8 23 o" �' O" 0 \ ,,,,,,/// �RA/G/NG PO�✓T �✓UPPL__47A ORT G„ g„ �,. 2 '� ¢ 41 20" I It-----; x/¢ NEAOE/Z P/G E BOLTED TO CAP w/ 2 - 3/4 BOL75 ACCESS PIER PLAN PLAN SECTION B — B / \ t \ I" = 1o ' ( fit o o, t t - I I CONCRETE HEADWALL /2x/2 5 ¢5 CAP uj I Z CC -B Z cn - A65 L/NE i GANGPLANK I Q am W - 1,11 LU U N //o'-a" 1- - U J ONCC DETAIL QQ RAMP , 5EE 7 I / 2R = I ' - 0 " < = Z W EL . t 1¢- 75 Z 0- < 0 �r_[311 ,_ SHEET #!0 3 x /2 OEGK/N& 5 16 a Q C'3 �f -�' MoOR/NG P/GE 2 - ¢Od NA/G 5 EA P/EGE LL Z Z N I. AT EA 57fe/NGER N O 0 Z 'a Z Q \ HEAD FLOATCC a Q J •, I ; Ou, -J a I MAIN FLOAT lox/¢ 516 HEADER a ~ CONCRETE h'EAOWALL- \ aIIM5 � Z N SEE OETA/L TH/5' 6H T \ VAP Q W\ "s� BRACE - 2x8 545 /2 x /2 5 ¢5 GAP U \ �+ 0 '-O " O. G. PIak-t� 3/¢ ECON. BOLTS V 2 20 d NA/G6 7-0 II I I r� , 0. O RAMP GANG/NGI ^" ^ _: a FLOAT I I EA . 5TR/LAGER I 3/¢ x 2 -D ik fs . /ORfi T P/N �o���F "^sn za, SCALEAS NOTED II es DRAWING DE8. / Q O SHEET NO. P/G/LAG RECORD DRf► ING 90 � � DR VINO. 7 RAMPS AT STA • 4 + 95 & 8 + 35 A SECTION � . ,� FG'fSTER19 c> CH✓O.O.%,VA� G�,��w� F•B• DATE OCT. /983 FILE NO. O/.83.0/0.005 ¢ x 57R/N6ER I M/LLEO dt P05T ¢ X 8 CLEAR P. F. TREAT W/ PENTA BASE LINE / CENTER ALL /N CAPOER0 50 r GAP (BEVEL EOGE6) 3/¢ RAD/U5r(TYP ) I /N5/OE FACE y 0 OF CONG. WALL �f //¢ 2 - 3/¢ "# ECONOMY A I� ' N ` r N ,e¢ & /2 EA. WAY BOL75 EA . PLATE r r T om_ �I �� 5'TUB BARS 2 OUT ENO / OADO GUT" m FOR FUTURE ATTAGHMeNT PLAN //z 'rGALV GHG 3�Z x 8 /Z X %¢ 6A!_V. STEEL f , a o SCREW W/ WASHER 2 p ne - R/LL FOR eig e 1r-r-- - - ���>_<,.:: :v ;::> -, - Q 3 ril S GH. 40 GAL V STEEL P/FE ; /Ny/OE FAGS OF GONG. WALL �J CONT WELO TO CAP. � lj y 6TA/NGE55 STEEL COLLAR \ GAL✓ CAP; CONT. WELP To ----76 5 x 5 x 346, W/ 574/NLE66 5E7- 6C/TEW tei COLUMN . > O • G "x /2 ux %¢ " 67EEL e _ .9 /Su6.TA/NG565 STEEL o PA/L./NO POST, 5E5 WIRE ROPE (TIP) m r 75 5 x 5 " 3//lo Z /OG7A/L T/1/5 5HE6T � , ¢ x STR/NGER P ci , - -` - NOTE: 2 ¢"MAX• lo" 5/B "� ECONOMY k ENT/RE par A66ENIBLY TO �9 �, -'-- //2 BOG T ¢ x ' T Be PRE-PABR/CATEO, 7HEN U ¢ x/¢ x Z=0" + + I SPAG/NG 1 \ \ V HOT P/P GALVAN/ZEO ANP C _ : -- _ -, m �: PA/NT PER 6PG-05 N o r .���ans TOP OF OEGK / X ¢ x D' !o " Q1 0 Go" � � T � .�.� � (EL -f /6.0 1 a p 3- 34 �16 ECONOMY �� t� i i 0 c 3 BOG T✓� EA. r✓/pE ___-�- 9 x DECK O O -c° ELEVATION _ ti Q E Lb Li° RAILING MOUNTING DETAIL RAILING DETAIL ____ $ o - o { El- I I/2" = II - OD NOT TO SCALE _ `` N Z v D ,n vl 5 x 5 COLUMN - 5 x 5 COLUMN - -0 • z y P/LE -1' ; ` -- �_1 - ( j P 7Yf' ELEGTROG/NE W/RE • 1 I a <I J CTA/NGE66 STEEL i //¢ r I 7,4GK WEGO • i COLLAR W 5TA/NL E5.5 - 1 ROPE !--/T T/N6 C 5 TOP m 1 N / 1 5ET 6GREW -- 60E 3(02 � MBG= — I _ CUT ENO 46 I NEGEGSARY ilin-lijihr __-_ p I 5 X 5 COLUMN j -- --' - � O / 5 5 " 5TA/NL566 1 O / 1 i //2 rr IGOd/?O/HATE W/ 0 � COLLAR PUR I G(7GL/1f�' W/fA/ //¢ , Ul3E 5W/RESROPE55 57EEL j CHA5E0) y/EEG !1//RE ROPE I 5TA/ Ag W STEED STEED T 574/NL666 5ET /"/P. x //4" WALL SCREW It 67EEL TUBE �, ( P/LE , . 90 ° TURN STRAIGHT RUN - <73)A CABLE TUBE DETAIL CABLE TENSIONER DETAIL Z 3 = 1 - 0 3 - I - 0 0 a N El s'-o" - - 0 Q CC Z I- 3/¢"# x 22 " OR/FT ,BOLT 00 Q im W C- - - L- - �.) o 3 x/2 P6CK/NG 2 - loci PER PLANK Z a cc Z ca EA . 5T/?/NGER QQ rn J , , --"- — ; IL Z W Q 3 5TR/NGER ��rl�� 0I 0 - - o ma into� ¢ X/o Z 0 W W -- - -- , 7 -,-� r CAP/Z 6¢5 ' 3/¢ "/ X 2¢ " PR/FT BOLT If3. Z V Q _- _ \ I UT/L/T/E6 Q Q I N 7 _0_ a/2P/G E '�• M'� SCALE AS NOTED �t � DEG. SHEET NO. ,a_ c�i� DR. J.O. O. ACCESS PIER FRAMING PLAN I S E C T I 0 N Fps �F��STEa4°, i, CH `" C $ ��NAt cw« �.o.o SCALE : 3/ 16° = II- 0" 8 3/ 8 " = II - OII .o.,,, F.9. or/4sxm. DATE OCT. /983 FILE NO.01-83-0/0-005 V 30A , 2 POLE EXPLOS/ON PROOF ON -O.cF 5W. MOUNTED ri ON 3"'xS" WOOD POST t l lu z 3" WATER 1 T T T o I III )I\ iIi 1/OTE. SWITCH MOVED NORTH m i I II ` . o F PAC/L,rr FLOAT 1 MOUNTED [ _ - -� To E'4ST SIDE MAAint FLOAT i r.2" 9AN/TARY y, NOTCH 311 g" w ?OR HANGgR w I 1II ,BRAG,('ETG /15 .-- zK� Ru[3 STRIP t-� _ _ NEGE55AR�' FLUSH/NG H05E 1) 1 II � -3xS WAGER I. DO NOT /N6TALL W/THOL/T R/6th P//'E 1 *id ill 1 ___ 7 o 1 I — -r -r--- K m D 4--� r \I ���I St/CT/ON I = 1 r i , L. -- J N CLIl\c 7 Li a-� a Q f II .vc3�I II i � p c R i L II IIi V) 0 28 _3 - 3x8 - THRUBOLT /Nl _� '-- o WALERS _ - PVC TUBE <5�B 90� ( J 12UN /D/3 7YPE S CABLE C o Q / TO POWE,Q PANEL AT O . S = r ANSroeME2 P/ III till 41 -2 " DISCHARGE P2OrEcr-AND SUPao¢r I+' e W/rH PVG CONoU/r • _ 1 1 1 O AS Rep ut/zE a a) Q 2 x8 RUB 5TR/P SEWERAGE PUMP OUT ru cm , c w � NOT TO SCALE I I --VACUUM BREAKER I I 0 I I , --/?/5ER P/PE I I I -RUBBER H05E r-_II CONN6GT/ON I l � ` Y-1 II ti L___L,s SANITARY PUMP OUT FACILITY FLOAT AND DETAILS z V a LAX O .1SAN/TARY W W --Ia PUMP OUT ism.— ~ 2" DISCHARGE /SAG/L/T Y FOR MOUNT/NG PUMP OUT O y w USE /NO RT5, CAP 6CREW6 „cl ANO GAG SOUS S/ZED TO Q = D a 0 F/TUN/T• 5N/MASNE - Z I i GE6S�IRY Al WALF�?S Q a 2 a I s O cc G. Z dip `o 6' c< p to..D, .nn o C- I IIi as a a .` . u_ * D' . a . . - Hs.: • O W a � I- V ° �O Zp Z N a • VI I r- 3" W/�TER 8 N 1,. a Cto 0 o- / - Ci '©`t 1jZS SCALE 4 :Fy q5 NOTED h DE$. /.O0 SHEETNO. ,..'. 41 yy DR. VV. /. C. 0 T YY 0 9 0 ` CNJ.0.0 SECTION S At�r� � - F.B. DATE © OCT ,983 1 " - I' — 0" NOEOI.B.3.O/O. 005 i- FUTURE j \- / \" 'ii \-/ \ / �N /i CONNECT/ON (O� \ PT--- \ /pi` CQ/ JUNCTION BOX / I I ✓UNCTION BOX O z Q 0 ✓/ - 37//2 KVAain .�� to 570 ,. t • t .. - — K > ► A K/ 37 //2 KVAill . M/ ► N/ \r� 37 //2 KV�r �� 570 # r�7 //2KVA �, 37 //2 k VA O/ 570 Ae A , B ! 57o z` r r r 570 50 KVA 650 # C Ilk AV ) fir, NORTH t _ iii ,�e ► . % a Alk et 1. w A 1 1 , —� �— . ) ( r III JUNCTION BOX m ' —I% C_. /11!/ C A I% ' 4 ill r ri�' N P/ - 50KVA - 6250 m W ' MILS NISI %irk tn 41r ► t '1) fie AIlh : L 4‘..\ ___SEWAGE aI Z 0 r� L2 �r / ! i7 PUMP OUT ✓2 - 37 //2 KVA . ►� 37//2 K ii aq ` ( 371/2KVA M 2 t570 r r� t \ K2 37 //2 KV�r 570 # ► 4 TEa '. F 570 '� 157O I ► ill B V ) ilk �_ r C 1 ! ) 4k_ A r c --B t A r a P B — — N2 ► Q A B �r C t 37 //2 KVA ' a ► O c 3 1 4 Ems ► 5 70 + Q ca r A B :$: a ar II it \50 KVA - l050 ' E 4 OF I 9 A- 11111 I \ "P ) B r \L \\ • II Aiwo t ► `w B ;\ I • J3 -37 570 # KVA ill , I t \ N \ \� IS MI= L3 � ► ' I 1 -p �, 7 K3 37 //2 KVA A M 3 q _., • �! B �_ . ► ► 37 //2 KV�— — 570 x6 ► 37 //2 KVA ► , ► Z sr 1 �� 5704' Ipli t t57or� .01 N3 I ai �, a �► A y' B �r � ► 37 //2 KVA IF I o TO c to A - .4 ' -B A NI 9 _B t t, Alkii1P * i D _ I A 10. , 0 4i a tII w I 111111 )„. C . f t ! qv W a / P2 - 75KVA - 8/D ` p it P.�' D \ IE'rg,/ / �-v I \ A \ 1 l � ELECTRICAL PLAN . z LEGEND.' 0 01 D ✓UNCT/On/ 130X . I a H ❑ TRA/V6FORMER I CL N X W Q OUTLET 1 IWW 0 - L/6//T C/RCL//T [ CC W Z Q/ - 7SKVA - 8/O" . Q 0 WALK 4/61/7. ii a P CC J • . i , Crg a • 0 W V Z I- D Q U W 1 an J Q W to) 7 SCALE A5 NOTED DES._5 SHEET No. ' DR. W. C. 11 .. cH. /.0.0 RECORD DRAWING F B. DATE OCT. 1983 FILE NO. 0/.R3 010.005 K 0 .v I 0 Ni Z 0 U1 K W a FU TU2 E k ^ Nk ~ 0 O m lc( � � � pp 0h k I._ v v (� 0N � 4 ` �l �l Q Q J o cn 11 Q -4 0 � y_�.1 AZ /NFORAIA T/ON /6 L i 0 LL 1 \�I\{ / FUTURE 7YPE G LL Lk FOR fi CA T O ONG y i r I CASLE6 To SHORE `, I I I I I I —� �--; Lk v ✓UNCT/ON Box AT ✓UNCT/ON SOX o FOOT OC RAMP 3 # 0 2/O t TH Ai2 WN -- (3 - 250 MGM-f 4dOOTgwN 4-1 P /N /�2 CONO /N*a GO/t/O ) J 2 #2/0 t 2 THWN u ` a , /N /%2 " CONO. 0 c C N 1 IA Q a. c 1_, /RFOR = /. G 9 % E EA. 3 #3f #O THWN • /N /%¢ " CONO. - TYP/CAL C a o 5EE NOTE o v v 37%2 KVA e /25/2 —(#00) a- #2 4N 9-5 `j 'S ✓/ Z /25 2)Io K/ O L / (/50/2) O P/ /50/2 © �_ • z A /75/2 ( / A A (/75/2) B (250/2) 250/2 2D// PUMPDUT g B D 0 < /25/2 • (MI) 0 (N/) 0 (01) (So KVA) 0 v r (37 //2 KVA) 0Z5/Z) (50 KVA) (/50/2) /50/2 `' w . 3 .00 74 #G THl vN (EA. 3 '3 t it`O THWN /N /72 "CONO. TYP/C/1L IN /70 COMP - TYP/CAL) B/MNGH vOG TAGS PROPS 3.92 % (O --- (3 - 250 MGM f*00 THWN -- 3 #300 MGM f #00 THWN /NZ72 GONG. /A/ 2/2 "GONG. - -- 3 # 2/a t #2 T PVN /N /%2 " GONG. ABOVE TYPICAL A DIFFERENCES ARE SHOWN Z . A A NOTE : SO/VP TRANSFORMER (6EGONPARY ) NEUTRALS 7O d (#OD) #— #00 /60/2 0 BREAKE/c 6 CONOL/CTU E WIRE O 5/26� E ✓2 0 K2 0 L 2OW,V Nee/Ti '4L BONO/NG CONNECT/ON TD BeBE REMOV/ASGE w/TROUT Z (/so/2) 0 P2 3 0 B A /50/2 0 .BRE/W/NG EQl//P/'/ENT GROL/NO/NG COMPiJc TOR G CV----- c (250/2 ) e ¢O0/2 GROUND/NG EL6'C TROPE GOA/Oz./GTOR • N F\r\_._ /�D/2 0 (M2) 0 (N2) Q (50 KUA) (/so/2) O (75 KVA) /RFOR - Z• lo Z a /50/2 O W W Z � (EA. 3 '6�Of16THWN A HW Q Q - Z #2/D t #2 THWN /N /%2 "CORD. ) T YP. - 2 ) O CC W J CC Ql — #oo /so z O N �. /N /72 " CORP. # -- — 2 - #300 MGM f oo.° THwN /N 2 " GO �, V Q J a -- (2a 250 MGMt OD THWN NG. /50/2 O a = //v 2�2 GONp. ) 1 100/2 cm Z 0j U 0 -- W0R 67" CONO/T/ON (75 KVA ) /`5O/2 ) 0 QQ — LI,I WOf%6T CONO/T/ON PEEPER VOLTAGE PROP = 2.0 % O O Z V BRANCH !/OLTAGE (/. 7 /) /50/2 O 7?o/0 = 2.3 IX 2 W W � cd---(it DO) s —,#OD 0 ✓3 0 K3 0 L 3 /54/2 EA. 3 #O t #& THWN 0 P3 /N //2 " GONG. D. I- w Z 0 (/5D/2) /50/Z O BRANGf/ YOL TALE pp r�^.nnp may / + Q C C C 8 DROP = 2.4/ % RECORD DMWLN 3 N A A A (250/2) c 000/Z GO( M3) 0 (N3) 0 (03) " O (76KVA) /50/2 w a. (50 KVA) (/so/2) O Q MAN V (WORST CONO/T/ON /50/2 `, �B/�ANCH vOGTAGE DROP = 2. 2 %�J �w�, naHwB(�Q SCALE ' NO SCALE I ~e Ir� �o Q DES.JC ic& SHEET NO. FLOATS J TO 0 NOTE: el FLOATS P AND QJai • DR. /NFO/?MAT/ON FP/? FLOATS M ANON w. c. o RFC!ssa�F. ,� �N.d.0.0. �`ss/ORAL EH`ate F.e. ONE LINE DIAGRAM /5 6Ht2IVN ( ) ONE LINE DIAGRAM DATE OCT /983 LE NO. 0/.53.0/0.005 A • - 7 6a" 243/8" I ANGLE FRAME // / 1 / � RE/NF. CONC. SLAG. / / / i 1 \\ / // 3- 'r.3 PER/METER BARS L/GNT �_, "MAR-POMT UN/CORN" / 1.1 f OUTLET ,49-SEMBLY �O 0 / 3 C METER L EK�4CT SIZE AND LOCAT/OK // I 2f 61 C OF 8L(7CK-ouTS ro / / I PARR/[REG TLLEPN _ COMPARTMENT 0 I POWER OUTLET N N . MATCH EGtU/PMENT /// (o I - SECUREAMPTO WATER W/ TW/STLOCK RECEPTACLES 0 j FURN/ HE0 ` / /C�\ I I 2 I/2'� x 6" LAG SCREWS �/TESPRING LOADEDR W POWER PANEL W/ EVERDUR �RONZE.` RINC 1CI)I , CC �� \\ I WASHER 5. \ /// \ I I /j / Q \ \ 11 I B con/caET6 pLOATCONDU/T KNOCKOUT ��, ' J �\\ \ f ( Q // / 1. 1 1 %,..-- ---- - 1 k11/ / &I 7 \ \ I Ij I ` ' 1 ai HANGER , `r + I RUB STRIP; 4 - - I'- --- - - --\\., \ -- T + .3-i° 2;O 5RV �� d WALER ; TYPE G CABLE '- - `" y • W9LER5 CONDLI/T L VIEW PROM WATER 9/0E e- a �.--GONG MA/N FGDAT 7RANs✓FORMER la . ^^ (NOTE OVERALL o/N. OUTLET ASSEMBLY <__ °-4 27%2 "x ZG"X ¢/"H/GH) ISCALE: l" = /' -O" 3 °2,/O SKV, TYPE G 2 LAYERS 2" x 2" 1444 ik._. I � NOTE: g CII. CONNECTION SYMME/KICAL v `D P ABOUT FLOAT t.. 0 t SECTION BE; 2. THEA80VE CROSSING TO BE � I i � ' /1 54W CUrAfr I Roe/CLING U C 3 • USED ONLY WHERE CROSSINGS 0 C BETWEEN FLOAT ENDS /S nor m' 11 I I V) O D BASE SLAB , TRANSFORMER AND POWER PANEL DETAILS PRACT/GAL. � 'i � 1 OAK CLAMP BLOCK 2'X4 `%/z` Q /„ /,-0„ SCALE: = 3„ 3" 3'• 6/. to/. 3 // N w r i _ 'AC cis HOLE, COUNTER- DRILL TOF/TCABLE 0 N • B I I DUNG T/ON BOX I SORE I"� x /"PEEP(rya)) Z 11 3" OPEN/NG6 FOR (COVER REMOvEO) 3 _7------ ✓UNC T/ON BOX OUTG/NE FUTURE CABGE6 ico____ Z s --OA e OAK CLAMP DETAIL in Q to r r ° — ------�, Y _ JUNCTION BOX - 1 O ° r I _ A F LDAT — A Allill • 3-22TANK O en N/PPG E" - ° ii M I I A i_ /8 "x /8"x ¢ " l✓ODO BLOCK • , -� i SECURE BOX TO l a ii SECURE TO WALER6 W/ Op ° °� W000 BLOCK ky/TN Q • VS "X O' "x 7 " BENT f �� (o~ . ¢ - /2 "x G"L A6 6CREW5 J ¢ - %Z x 3 " LA/ SGREW5 6 I -� p (GAGV ) W/ 5 -72"x 272" W/ WA 5NER6 . COUNTER W/ WA5HER5 v LAG SCREWS BORE /72 "0 x /"PEEP Fo/v SCREW HEA05 _ PLAN GONDU/T OPEN/N6 /NF'O NO TE RAMP L AMP/NG FLOAT v • JUNCTION BOX AND CLAMP SUPPORT A FLOAT A 5 C ° GONT/zAGroR TO vE/e/tY d, K, L I /2 I/2 I 11/2, ANP/OR MOO/FY To 5U/T e Z SCALE / I'-O'� M, N, O / I/2" II/2" 2` - ACTUAL GONOIJ/T GAYOUrst in Z Z . MAKE CONNECT/ON FROM Q G CABLE W/P6 To JUNCTION BOX BASE AND \\I I ' COlima me JUNCTION BOX CONOU/T W/RE a J CONDUIT K .O. TABLE w a A JUNGT,ON BOX GV/ /etti_ ��RfIBGE TOP SCALE. /%2" = / O" O hi CC N W • FUTURE MA GE COPP GR/Ph c✓//1/CAR TO RAGCO NO. CM-$eb29 U a i I ¢ CI "W000 BLOCK nI NOTE Q = J ¢" WOOP BLOCK I g I TANK NiPPGEh WELD To ✓UNCT/ON BOX PETA/L SHOWN AT LEFT Z a a L— — ✓UNCT/ON BOX //2 "GARB/A6E BOLTS W/ a a U - - a"' NUT ANP WAhHER JUNCTION BOX LOCATION O Z IX MOUNT CABG E T CLAMP BGOGK IMP I � BENT 8/�AG.YET < V T CABLE CLAMP FUTUK HOLES TO BE PROPC/? ✓SCALE //¢ "-= / co" < W BELOIV e BRACKE 1.1 5/ZE TO AhhURE /RM CC GR/P OF TYPE 6 GA1L66 O W '_— -SEGURE CLAMP TO STEEL a.aol W • Kg ''x G"x7 " BENT WALER FUTURE SHORE 5Aw GUT AFTEA' - . ECONOMY BOLT B /f ,BRACKET rceleit6 CTYPE 4) �� ic) N OR/LL/NG NOL8S ` RAM/ G ANONVG ,C"LOA T —- Thy- a. FABR/GATE CLANP5 Q I e FROM ¢ x (0 5¢5 OAK ,�� AD 6(i V A //-2 // f`' a\ SCALE ELEVATION A ELEVATION B t ir KB SHEET NO. AS NOTED (� ry A 4$ i188 DR.A.P.N 1 3 • , DETAIL — JUNCTION BOX AT BOTTOM OF RAMP CABLE CLAMP DETAIL a^rt } F.B. or/Y erm• 6CALE .. / "= /'-O " SCALE.' /72 '._ / '-O " - . . DATE OGT. /983 FILE NO. 0/.133.0/0. 005 H \6/ P Q co) \ 13/ \`5/ p Q 4 z 1 02 I P/ I I I I I N --- m ♦ )I r1---� .---�, I \ \ 11 r•---� C --1� I \ 1 ---• r7 1 1 1 , c - ) IIn I1 .1TD = -,1-=- l` __ P2 I T f O 2-j r I I / * 03 1 I t I c---.i , I 5OKVA - G50*` c ♦ A ► r ♦ Ji -_.J ___, 1 / t t ♦ 1I —tr [ 4 I • . -.l l`--- --�1 I____ • la ► - 1 •', ' I \ I ( /(i 1 1 j (�--- -• \ — I I I I CZ- 1 \ \\ °z , ) . •••• ) C \ \ ► I 94 \ I • Ij �- iI \�\ • 1 • 1 1 r \ I I I / J I I I \ \ VI (\ ► ► 0/ — 75 KVA « ��• ' I 3 p I 3 \ �----� p_----J ��---- \ '-' o I I ' t » P3 - 75KVA I I r - _ r : ►:• `===�J 1=-- \ \ v c 3 r - I r c ► ;IH - IHi I I I - I i JJ I ? `\ ovi -0 ►OF ► I I• .' C = - 1 I ---� ��\ I O O o I ) L__--� 4J vi I • I ( I r I t I D I • c C---, c I I \ \ S v - \ \ Q ► 1 --�J I (�----� \ \\ T) c1 L \ \ w / I t �jS/NGLE ♦ I 1 / --�I l`--- II --- J I \ UJ t Q\ I ( -- I I (,_----- ,\ \\ NI/1 C`---� JJ I C `\ ` 0 1 -- L I r I. — JI 50' \I ALTERNATIVE ELECTRICAL PLAN ALTERNATIVE WATER SYSTEM PLAN J ¢° r N `-- — m \1 3/0' NI i -----1 J j I" = 501 I° = 501 N fIli .1 N - TI• \ N • '\ �� I. •♦ �SE6 SHT. 3 ¢O' ♦ _• � .. 1 . . EL \ ,1 50 i. / K. 13 / Q I. ' m I� ' 3cS' Z /2 x /Z ' x2 �O " J v N .1ki o rei I. NI I \ E k Z GUT OFF EL. t /7.0 J a O , •1 3 • iti� —wE O ' 1• \ Qp N X a. O l N . . 11J II 1 o. m J JCC uj 2- 34" EGON° �' r? 't ,O • I ,I p O N I" BOLTS W/TH I Q �' V Q 6�/fCE GR/05 mb ) \ .1 vp p � ^ •1 I "� Q = G o ♦ E 1. \ \ m \ Z CO m \ • • as I. / / :1 @� M / \ .I 3V . • LL Z W DC.Ih > Ccc kS1 . • th h N • . I• \ I- Q I- • C �r - _ 1, \ — .I 11 I / .I 11,1��`RTINA:tkt B�i� ` O (`\ � oa a WI —' • • CC 1• / ' Ha 3G' ¢0' m . ) E ,m / \ �� G ,1i ZE- • •L •1• A �aAQ iii3 / •I• OF. .,`a'i.`111' V/F/A/GER FLDA7 (ENO F/NG�RS) , 0 " ` ."'''� Q DOUBLE MOOR/N6 / • - 3 M 50' 4 P/GE . CTYP/CA�> m ¢o� / h m �`• � ��,'6 'SCALE As Noreo 56E OETA/L , TH/6✓ 5HEET- . ® " ' \I' ecftzt„ Owns°zSF` DE,J.O. O. BHEET NO. DOUBLE MOORING PILE DETAIL ALTERNATIVE MOORAGE FLOATt �►,�! �N.a.o. o. 14 � � F.B. OF �/ NOT TO SCALE LAYOUT PLAN =ff FbISTFR DATE 11 1 �4NAL CN`' ocT. /953 SCALE : I = 50 NO. 01.83.010 005