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Mayport Road 1600 (2)
V AF 35782 (D OD 0 O a � � i , i I PROVIDE A COMMERCIAL EXH. O HOOD OVER ITEMS 7, 8, 9, a 10 W/ z L U EXHAUST FAN AND AUTOMATIC ? U W � + "' 1-- O - FIRE EXTINGUISHING SYSTEM. W O V O 1 - ( SHUT TRIP ST. �10 h2) 13 / \I-6 \.14 D . _---_.._....._._...__._.._._ _ _ _. _ .._—. _ W- --- r H-B. c CO_ 7 � W - I - i T -- A - !! - ! t _ - -- - Q FIRO W = . . , .___ EXT' NGUISH�R - -..-. . -- -- -----... W_.-_-..� i F F i Lo j Lu 0 COO F A A U ( 4 ) _ - - - � I ! 0 � co H z rn A F D A / La/ w W _ o D. _ -- - 00 F-7 1 / ! 3 )I� 6f15 p LL LA I lcc I 24 PROVIDE DRAIN PAN 1 ' I l I BELOW WATER HEATER TO SANITARY I I I / W/3/4" REQ IE F D R A I N I' I L�--.-.. _- _�-----_.___ r�,�- _ T--_ • - SEWER MAIN H B ! CONGEALED T THE CO. 01-1 I! y EXTERIOR OF BLbG. II I I ( I �'r I I L TO E ISTIN G WATER MAIN i I� II 4.. II 3'� A ( SEE SITE PLAN FOR CONTINUATION 4' I 3' A A A ` E D. A { I I _ r I I I ROOF MOUNTEq PACKAGE RODFAOUNTED PACKAGE II /GREASE TRAP CO. ! Ii _ - � A/C U�JI T { 4 TONS'' A A AS PER HEALT I A/ UNIT 4 TONS DEPT. RULES & �I REGULATION. ji .4 i I LL1 it ----. 2 B 1 FD t _r i a A tA I A A A A FA F.D "-" ` . 3 1 B/ F }� FD � I i T� , h LIGHT,G EMERGENCY - -- I TIME CLOCK ELECT. PANEL r - . _-- ___. . - _.._ .. _. FIRE INC I HER L ...._t _—r.�.-. _- -. ... 'r •k-- --...• .._.t'±�k _-'.----.r--• . .. -yY�.:--�:..:.�. ..____ _._- .._ ._.1 . .., ..... -: - I... 1 �_ :_.-_-: - F..-. e:._.. ..._= ..._ca: --=1 .�...;.:-:+�-- - EXT U 5 D PHOTOCELL ELECT. METER \, SHUT TRIP ST. 2" VTR. E51 , I I `� �� !� 400 AMP M C. a ELECT. fp NL. i� IV /� PROVIDE 60 AMP. DISC. -- PROVIDE A WEATHER PROOF 1zO/208V- ; 3 PHOTO CELL CONTROL OF cT� NEM A 3R. 120/208 V-3 8 � . 4 WIRE a � DUPLEX RECEPTACLE MTD. ON ( 42 SPACES ) FLOOD LIGHTING , SIGNS W/60AF MTD. ON ROOF I ROOF NEAR A/C UNIT _ '!r IN TERMATIC K- 4121 J m NEAR A/C UNIT. U F COUNTER HUB IN IN DISC. SWITCH �� 31* 12 THHN. CU. I/2" CONDUIT CO• u �' �y BY OTHERS � 2 EACH: Q I � ' I I ���..� .._..._��f-I kwJ� � — I 2-1/2" CONDUIT L. IN - II HAND J � a ` SINK 150 A. 24" x .4 I� �.�Y- I N !�'x:_•'1.1 ��C��N-`fi, �V� L 1 2 0/208 V.AMP 3 M L 4 WI R E B PANE L 2 2' 2 - �'� \�/, L�� �" , R 0 0 F TOP POLE, TRANS., -r" T. STAT CONNECTED BY t [FOR CELL l� STORAGE RM. EQUIPMENT UNIT (30 SPA CE S) F.D _ F.P. 'a Co. HUB DRAIN IN COUNTER 2 SiF1UN_ -- .TRIP S•C 2 C. �.,. �� ��H I I _ , S Q D - 9001K15 TIME CLOCK VTR /� - HI I C ��U�L- Ch ,4, 1 cG; G�V� � \V� fC �. I KYI ENCL/9001KA2 J - } CONTROLS CANOPY D. � ��.� .► � ... j"I' v�� \lam_,-yam {- I N T ER M A T I C T - 10 4 3.. _ E LE C T. F. D. E . r' yC+ � �� 47 �• ,/� � -�1'`) � •/UL�r`�Gf �J METER. - - -- Cr 3 COMPARTMENT SINK • -1 �G 4 X DTII .. Y - N I I��J J � ���� �T, W/ /�\ I �� I `� � . I�� `4 I CU. I2 7 H NN I 3 VTR — -- M0P SINK F.D. `,: � Q \V, ` 11f.. G. K _ 2,. 2. D. � � 3/0 CU. TO 3/4' x � y4 � 25 (7• MC M. AL. B I 2 /0 CU. „ � I� �T I� I 15 ,_ 0" LONG DRIVEN _ J C O. „ La (� I �I wd �. GRD. 8 COLD WATER 41 LAV. \ ��-1---�ti.� :}� .c:}.t✓' -� - I ih•�� - ;�T� , � - /�*�C- 141��- �' �CJN ►a �C�C_�� MOI� I��I--� � � � �C� � LINE. GRD. WIRE IN 21/2" CONDUIT. 3 ' � �'�� ��`TrI�, �� f� 8 •C't 4„ Co. aIII—I 4' W C L AV. �.CXR \V L.����'"I'L �`1" '��.. �T � ! I� CITY D,F ARAN V E o 3,. �c� ps Ifol SHEET NO F.D� W C. I}F7— .-1�I2 •�-NI - �C� 1� A X._ U l s I �' — - 3,. - - z„� . 3” CO. © .t� /a�l✓1 � C`. � Y r� q N == JUL 7198a TO SANITARY SEWER MAIN GREASE TRAP AS PER LOCAL r+ SEE SITE PLAN FOR CONT. F.O. „ � 3. SYSTEM DESIGN SHOWN IS TO INDICATE INTENT. FINAL DESIGN IS TO BE NOTE E LECTRIC ,AL CONTRACTOR IS TO PROVIDE A BALANCED PANEL DESIGN$! (r�- HEALTH DEPT. RULES & REG. PROVIDED BY THE AIR CONDITIONING CONTRACTOR , BASED ON THE EQUIPMENT SHOWING CIRCUITS , WIRE SIZE , CONDUIT SIZE , AND BREAKER SIZE HE rl �J HE WILL USE. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF THE PROPOSES TO USE . CONTRACTOR TO VERIFY ACTUAL. KW OF HEAT STRIPS � I � � � C� I`� M SYSTEM AS INSTALLED. TO BE USED , AND SIZE FEEDERS ACCORDINGLY. SUBMIT PANEL DESIGN C, TO BUILDING DEPT. FOR AFPROVAL. OF V 1 II A F 95782 (D \v ►� x �� ' O II XL 1W ® i �JJ. I{ i...1�•. �.+ FSN . r SII I a z Q 10E l ❑ U ❑ _ I � �� i �,-k-.l-i.a.�l I.i I � 1 4 ,!i 1. , '' , �-. , ,..'�L', i •i �j.,i -i�ll.L_}J�...��.. a ! i-- - -�.��-.�._�_-:_._.._.�_�.,-....-- --- - �...Jwr.r�f-� �� �"� '1 i� I -- �--t 1' L - -;L.1•I i : .l.l. W 1 ori � 4 W IL I�h-'i Vf Q m .j Q o � a ° - U O `n W UM ® � Z t�7 V � a -' w►ice �-- M. ,�-- .. :� M W w LLI LD Am ul t 1. , 2 ----.-.- --.-----.-.--__.-•-__ .---------- - ------------_... . ------- T Y __— _.----- Y . . . 1�a11 `1 T P, �.__ ��.u-rr r r r , rrr-r- r.-. Tom_ P I .. �. +--!-"r-'-"-r..-..-•-• --r-.- ..-1-` .-t rIY1 T7-TT-+�-r-t*T* Y'rt rr* '•�T'1"�-T--•-frl-!�*-r+�►"_"-r-.--r- Y-1-T•Yt+�-}-- T-rr��y--,Y 7-Ir• l��.L�L�i.1_.i 1.iL.�.i.��!��.Ltri�����.�i_Li_;_L;_�.�.���.__;_�.i_�.��.�1'�_.J._��i�.,i-t-��.���_: _,.;.__ i.-1.;_�-.;.�.���l_:.��1�i�i.li i;.,.l I �t.x.11 k �...��-:�t��..11._:__�_1..-,-_�i.�i� �_�.i,�_t_�.�J._i�,� �...��._�:1�i..i.�._.;� ,� -—•--�-� ew::,� 10 x x �.C$ -rI`-f L lit , Mix. ' GMK• �� �►► ( � • I I `��'` �' � i � I ��� '� ��: .�. � � �"'`>�� Lij `� - �. j�]!�M�� �� - - --- - �' '►� ,.-.- raj �,'► ,� � OC ! o 07 EF `` / I 2 `r'I m s sF7, _ I 1' ?W' MI `v! " k \ --.� --�.. .J �.;I 'K el .` 77 Imo~'i��� G71= �'C.�� -; r�—J M �+�. '!i�"� � - --�•_ I `.� �� , �.ti►�.� , ►� I I - 1 11J.�.�.�-� ---w-__�. '''.{y =1�-�.._ 1 Y;1 i. a.-1-11A{_ i.L.1.1.....L L.:-1_L_«1-..L .11-_�._ �� \Y I 4► I I II I M 'W �'r• �r� i L I Mui I I Kt T ' ' '' _� ��_.-rre-�-.---Y•.�j•�-t-.•�._.�^�rrrY•t•r�*-}}-t-�-�1""r�,*...,�-.-.„t-t-”'�-r�r-r'*`�-!'- `t_�ti_"ri-•.-+-•-t' -"y-1'.�r�.t`T rf'r� t+i'C-••t-.•�"�-tt-� �-r�*-rTN�^�f•w-�-1-�-•-rT-• T� � i7 *�+► 'vrf�--.•I��fy�� II ` _ _ .� + i M��� I/_-`-�.....r � - - ._._ -__ r �/l���L.r��� �/�'���' L�i� f � - 14 `t" � CITY OF A L�,CC. D SWEET NO - BUI'LpIN'C, OFF'1c-F 83 n � OF II AF 35782 -------------- 1 0 31 - I'l to --------•---.___-._.._._---___-___._._.___. _ -__....___.-_ BO'- So -oil 6 2 2'- 9 Bil 4' 1 2'- O's 1 0'--7 z '.e..____ z tu < ;:7 6'- 4 < CL --c 7 9 (D t Jill I IIan' fill--- trl, r. I1. T—,rj', -'r Trfr- A�. j7' z J Lu � STORAGE G 7n z t) ((Cc) '7) Y 0 0 Z A DISPLA 1 0 44 ch T- --A 0 FFICE SHELVE S 0) (n 2_0 �4" _4 GATES .3 < I`� I0 7. CL (-) LO _0 Bit 21-Tl' 2 01 Oil 1 31-811 201 - Oil - Lu 0 3 0118 > w co 05 -4 1 Z 0) rr CC cy) 2 4 jT _7 Lu < C 0 0 L E R Q W Cc j C) 0 — TYPICAL 4" StL. TU6E A (0 -0 0 LE 4 2 COL LU 4N S > (D 4L j LIFT -UP w COUNTER N 0 r D I S PLAY S"E LV E S 3 STORAGE / .---N 0 T E : WORKROOM ii t 2 x 4 WOO ST UID PARTITION > W/1/2" HK. DRYVNALL OVER _j z 01 uj I I : 0 0 8 0 TH SIDES. EM PLOY E E CONTROL AREA � , i I �' I I (-k'2 4) i SERVICE AREA it 0 ' CUSTOMER 20 _j 0 a. 5) 11D 0 IDI!," ; ; fi S P L AY SHELVES r ! I'I 4— LIFTi _ - - iI i 1 -._ J T; ,' I► I �.-. _...___. _.__-_...I_- _ __.._ _.. _.__�____._ _..._.._. .._ __._... . -._ _ -..-F-_-- - - -. � ._ j, I �. UP R \ COUNTE QD —TYPICAL SINGLE IL AZEI) FIXED GLASS IN ALUM . FRIA ME. LAV. %P L 0 6 0 DISPLAY SkELVES 1 (9 \L�4 T I I I MENS 7'- + G.a. FINISH FINISH Ir- I0 DISPLAY NOTE I N OTE - 2 SHELVES C.- 0 LAV 'b WOMENS 0 'b(01, ?8 (19 i ifl, ELECT. DISPLAY SHELVE S (nc TIME CLQf' K ! 4 --. _... .._ _.._...._. . . . ._._.._ - - -- - - -- -.._ I' L i;�l t- _ \ B OQ Ic- 71F, CQ _i4 4-� TF, fj I .. . .. 34 M1 R, PHOTOCELL OD ELECT METER 0 4 N 0 T E N 0 T E: Lu ui GRAB BARS 24" LONG MTD. ALL INTERIOR D DORS TO BE 13/8" m 3 3" A.F F. SOLID CORE WOOD AND ALL EXTERIOR DOORS TO BE ALUM. ANODIZE WITH 1 /4" THK. TEMP. PL. GLASS. z _j EE `7 e5 L IN cx;u wrtff K 2 0 ��j L,77- 2 3 1 2 4 2 2 kff=.Ear < --r-, 14 23 x 4,;V; wt—';cr 15 24 7 16 25 17 26 9 E5N �4 Pt�f< 18 Es K 27 S H F E T N A P P R 0 V E-D., CITY OF _. ,Y11 BUILDING Oc:vj—q. JUL 7 1OJ83 Z 1 lU V � � 'D r� Lli?�Wi -01 .0 OF AF 35782 2 2 '- Oil 94 -o-I NTS 0 N T S N TS 3' 41' 61- 8.1 NIT - S„--_- N 1-8" 66- 81, 1 6" a" 3'- 44- z TS. NTS. NYS. NTS NTS. 40'-0" 1/4" STL. R_ TYP. E A C I SIDE U FOR LATERAL SUPPOR'T. I ne T 0 )7. + PROVIDE BAR JOIST EXTENTION SPACED 0 4 8" OC. MAX. TYP EACH END. r ell x 11.4 ' 4_' 8" x 24" x 1/2" THK . STL. \'-W 14 x 22 STL. • 2 -n 8 E A PI N G PL. W1 (4) BE A M. l . * C:� I j�2 1 r-4-� c,;<D�rr- I 6x6xi/ ?_" THK. STL_ GUSSETS W 12 x 14 OR TYP. AT EA. COL MA, IN 0 Z To W 12 X 26 STL BM. SEE FRAMING PLAN OZ w< A _T_ B" SQ. STL. TUBE it (A _% 00 0 .4 co st _j j < z COLUMN W/1/4" THK. WALLS. 0 (.) Ln TYPI CAL . ul 0 0 C) s Rx > U) 0: 0 LU cy) 0; r-T 0 P OF GAS PUMP APPROX. FINISH Z OD co JSL AND GRADE LINE 10, LU LL, < 0 Cc J 0 j _j LL > cc T A )< 14 N� Uj rz�14111\N/l r_„V& zs1 I4A4.-L.- FEE co 0 I 111' a . L 7131'Ee 0 7x 1 12 ri�PV�N r=j;�Z I >< F=L,41:51,_r cc r=1111:21i-NEIL r24 U) W 14 x 2 2 STL. BM. OVER 8"x 2 4"X 1/2"TH K v- ALUM, BRE AKFORM FASCIA �tl - .020 STL. BEARING PL. W/ ( 4) 6 x 6 X 1/2" THK- STL. v GUSSETS) TYP AT EA. COL. A 20 GA. BREAK FORM FLASHING . Z A 0 8" So STL. TUBE COLUMN W/1/4' .7 T- T 6 �4 T 4 W 12 14 40' _ W12x 2 -- W 12'x I i ; , I - T THK WALLS TYPICAL, "ALUM, SOFFIT CAP aD (n 8", 8"S Q a" So. IQ 1-- < SQ 11 STL S TL.C OL. STL. COL. I ,I Uj STL. 60L. C4 J z in . 20 GA. G A LV. MTL. �W 12 x 26- 42" 7 OUTRIGGERS 48 OCMAXW11" 0 [TT (-I • A: • 11 W 1 2 x 14 40' MAX TUBING .050 ALUM . SECURED I I LL 11, c%j OD cn TO OUTRIGGERS. 4 0 z N —ALUM . VERT. WALL PANEL ON vJ WIZX26-42" MTL . FURRING STRIPS, _7 I r I-- ir 14 4 0' TT- _j W 12 X ----- ------ W12x 4 CIJ t 0 j -- I . T 0 WIDE 7 T 1-T. r j- J-TT�T . —ATTACH OUTRIG'GERS (0 z q 0 Z W I X 14 OR W 1 6 FLANGE BM CONTINUOUS 3: 1 v ALUM. GUTTER '-T lit 2xI2 x � 3: x 6-42'1 S_ ± - i-_ =-� It- r - _ `�_ _— TL. BM., SEE FRAMING PL AN t I — ALUM. TRIM CONT. f �' T W 12 x 14 4 0' L) W 14 X 2 z AROUND CK) (n 153 all 11 -0 1 31 - 4" -(O .z e� � ! I I i vJ .., --- _ -1 N. w z NTS. m 12 " GRAN PRIX FLAT i--A-1- I L NTS _ N TS, L) PANEL 2 4 GA, STL. , TYP T_r W 12 14- 40' N 12 X 2 6 - 42' r' F 0 w Ti I ail s all so 8"50. Q. 4 ca STL.GOL STL, COL . STL. COL. 16, . - 1 (n Ld 0 z 0 w I W 12 x 2 6 4 Z' il 41 1 1 , . --i— W 12 1 4 40 1!2 J,x - �_ ___.___ —_ -1 z —f-T, rT7 z z < _j 7'- 0 7' -0" 1'- 0" ;3' 6", 6. 04' 10,- 10'. 6,- d' �6 1, 74- 0 7 0 7" 0 , 2,- Oil 0" 4 2.'-0" 2 s'-o" 12 - 0 W 14 X 22 S TL BM . 122,- oil W' 12 X14 OR W12 x26 STL. BM. SEE FRAMING PLAN. ... ....... WIELD 1/4" THK STL. PL, EACH SIDE < F,OR LATERAL STABILITY , TYP.; SE E FRAMING PLAN FOR LOCATIONS 12" GR AN PRIX FLAT PANEL 24 GA. STL., TYP 8" WIDE x6" DEEP CONTINUOUS ALUM. GUTTER . W1 4X4 ALUM. DOWNSPOUTS REO. ) CON C. SPLASH BLOCK SET IN PITCH OVER BUILT UP ROOF IF APPLICABLE ( VERIFY ) APPROX FINISH ROOF LEVE). . APPROVED CITY OF ATL,011 --I ';C" SHEET NO Sul:1-DING OrF71('15 JUL 7 1963 3 B zil I-I f 11II 4t3 OF L UU A F 35782 LD to C7 O EE �1 t...• .'0�T T'H LS SI.� a 5 F,PLM-"SIj M U N O I asTLJ rC�gp ��N Kms' o z a of- of. hC:�L•L'�-I" . 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I N Gil CXJ 1 -7, I z e' -0" a 2 '- o" z a' - a" ' /A% -L- M^-ms F=I.'44 5r++?N.r..L..�. gal - oil MEN NaNt�v ^rkc N C.7 ��L L.^\\.CS LI r ,��---i�N G rp 1 N. c- 1WL JWC-r K I cr°a.� SS'RV I� A p,pAR N�1C e ACS / %N G� M I rTla3 W W ITH OVIFA pr ram, 0 ciw Z('.)U N P I /.\S SHEET N n ii 7� V.9a/ES - SEE PL Ail/ O V - �} ,9L OPE "F'T 6;:' �P,4vEMEiI/T EXPVJS/Oil! ✓,01AJ7,S CE"AJYERS DUMMr I L/Oht/TS 6 -3 'D" 0.CA. A ` DELETE DROP EDGE BOTTOM E'L. //.8D �j WHEW G R,4DES ,4RE �"Pvc ovrL Er 5 COAJe RE TE (3000 RSI) rNE S.QME O/U Bony P/oE /SEE 4ETA/LJ /2" COMRWe_TEQ SUB6�4.4�E S/pES ear W11Z l3,40U�vo lN.4TER �'L. 20 L OR. i 41AJ. /D. 7 i21V 3-210-8/0 ) SIDEWALK DETAIL NO SCALE /VOTE": RErEi17'/opt/ BAS/iU S/aE S'LOPES TYPICAL CONCRETE PAVEMENT SECTION 7" S/�.4LL 5E Ep NO SCALE 9OO� _. _. 1-12E44A•14ZIl CUl'f3 4 ;W/L. 6vo RETENTION BASIN SECTION NO SCALE: GRADE AS SHDWAI 2' 4' 42A/oL A,V LA � . : 7 7- P,4f/EM.6AI _ ?.s' Ed['�✓ti'i�� OF PrP THK n9ve. w/6'X 6" - H" W-/4 x W14 WWF TOP/BE�4M EL. /3.00 PROFILE Trp" 1Z A,SPH, L'O/VCRETE 6" L/MEROCK A 24 /2" COM?AC TELT49 5'UBl3R,4QE � ,t,/IA1• 44 L BR. M/rV. 1-�— i * Y 11 # /il/✓. EZ_./2./O B077-,0A1o� BAS/,u N TYPICAL _ ASPHALT PAVEMENT SECTION NO SCALE SECTION CONIC. FLUME DETAIL BASIN OUTLET PIPE DETAIL NO SCALE NO SCALE ,f-0",r2=0"x4" GENERAL NOTES PO�c/C�QET� P�IO 1 . All workmanship and materials shall be in accordance with City of Jacksonville , FINISHED Florida , Specifications Latest Edition, except as modified herein. GRADE 2 . Existing utilities shown on these plans are approximate only . It shall be the contractors responsibility to locate and verify , in the field , the horizontal and , Irl 7rin� vertical locations and elevations of all existing utilities , whether shown or not . DI LAMP HOLE COVERSIMILAR OR EQUAL TO NEENAH FOUNDR/Y CO. FIG. N0. R 1971 ��J 3 . The Contractor shall be responsible for protecting existing utilities and structures until all construction is complete . The Contractor shall repair or pay for all damages made to existing facilities and structures . - ,,�;', " • 4 . A11 underground utilities must be installed prior to preparation of subgrade . PAVEMENTMETER BOX 8 COVER (SEE NOTE) CURB 4" MIN CONIC. 5 . Perform all clearing and grubbing , excavation , filling , backfilling , and grading ENCASEMENT indicated on the drawings and as necessary to accomplish the work. -u� CLASS CURB STOP CONCRETE CONNECTION 70 BE rrl=r% n =o MADE BY PLUMBER 6 . Clear and grub to remove stumps , , roots , trees , vegetation, organic material and other ME ER obstructions to the work. Grub out all roots larger than 1/4 inch in diameter , matted I , roots , and other organic material at least 12 inches below the surface , within the WATER SERVICE LINE grading limits shown on the drawings . 9 UNDISTURBED SOIL WYE BRANCH "- y` ,, 7 . Excavated material that is suitable , as determined by the engineer ; may be used for STOPPER 72.5 SET METER ON UNDISTURBED OR COMPACTED SOIL filling and backfilling. Obtain additional material , if necessary, from borrow areas =.I,I V b I�,X11, IT,4 ! `111— T9"' at contractor ' s expense. 45� L _ DISTRIBUTION MAIN NOTE: 5/6" 3/4" a 1" METERS SHALL BE INSTALLED IN "BROOKS" NO. 37 W/NO. 37-T CAST IRON TRAFFIC 8 . Excavation likely to dislocate , damage or impair the strength of other structures c v a a COVER METER BOX OR EQUAL. already in place , shall be done only after adequate protection has been provided for wry=u xn�-r r= ur Lkr SIGN Fa? �N'71f N r l i I CLI II ye 10 ��65 ��56 ,I?i 11. _12 zp° It�3 It?° I UI tid l y A °9 05 !ti SPHP�t f 6 FENCE L • 1 \ 11• CATCH BASIN f HEADER CURL) It- t' MASONRY AND STEEL \\ TOP GRATE R02 . p , 5TORAGE WARE INV 811.4JBC.59 It r TC >� � FIN FL EL EV I 85 FIRE HYDRANT---"*' 74.0 77� MASONRY AND STEEL STORAGE WAREHOUSE v �„Y,tyf -)OR ELfVArtoov /19J eb U ( �- ry i2 6 / ` 1 _d NATER VALVE \ t � /uoic//rlg Bari/ d ei,9G�m L/416- �ii/E-,PE Pr/✓i,c/� 2yD.D It N �� / 15' rO 6-6- ,PoL/dr��r� 1:7M /o=O`E/rd&e s'/�� d4112�(v' d L/r/L/r✓ &d134! at-kl r rO rdE C/7 y 0,1:' dTL d(/ri P 6&41011 112r@G /1.1/9C rZ.29BG _ _ �� ry FIRE HYDRANT- I 6 CHAIN LINK FENCE �� /�•�� �c H`�G^ ROAD SIGN �- C1 A A � �yl O I I I❑ I `` ` / / /// ti ly' ly' ,ZF d ly' Ij• 1 3� I A I I y I 40t7 / 11' I � I ,1• 1 i Ij. X5.2 15•, NC. ELEC. POLE I I I 13 Ali-& deP.cJdt r Iy9 22 Ity Iyy It-' It5 It. ,Z6 y1 13 3. ''• ''• 'S" � ��� � �v` ; PLE ✓oC. drJoc/r PO,�/C' /�dV/,V, roP of e��� = �L. /�.o /,v✓o - //.z3 � / / � Q1 M to lrD(Ft/G'E Cd/4f3-f/IPE i�L .) � _____. /3.�5 •�5 � � \ ° ly° % : - Co"Bdei�/'thv-rzk r,azo It.t ItI I I " It ti 2 5 ,t• /3.25 P/A/ GLQ EL. /41. 28 /3 rop 0ACIGy./AI Q \ W 'x•90 GUY W CONIC ELEC O z z y " 6 /v' 1Z• Z t•I 44 STORM 1. L/ y'6I l SrY[o[�`HA y It g LOC.) 4. It 30 L.F I Gp LSU►rI ° /-L da& F' 41 b p <5'-e 0&7-d1Lg> /3.00 -�r� A (ryP Lac.) n ��9p 12 o.r'S v ���Qn� QEF�,P To � /A/o�� A/D. /322 0 .53 46 f�/a 11)OW 646.1e19-/.Da z` z ` /58 L. iz s I t z 5 Iy e1e-4 /OrJT ' 1 t I� I3 '? f: /' ^ 8E HINARK-"X ORT FLANGE OCILT- FIRE NY dEr�rJ�Q CdQ� /�/✓(o"� /O.�J3 /¢./8 I \\� 1, �' I` E L E V. 13.34 N.Q V.O. (T✓R) FIRE HYDRANT AND VALVE /3.23 c%cli dgP[!dLr P1/I/i,t/G �� ) (�� (` -�) - a �W �•° r06e,e-4aOdZ-0,/ 4/,Vt- b� n PUl 612 MV12,P�Locdr �•2d /'�./pB TELEPHONE MH tf y" Z" z �yi /3.2/ It• z5 ,s 4.6 ,sn- __ y.9 /'x.55 /3.75 �I �O �V Sl 1 ti / 13 / �_ - �13 -- ` SAN M H `C TOP 12.17 L'O//C' '3901 INV.NV gI r D�dew S / lV ' To��4o✓d�r�� �t \ ra ale�lo& 13 13 --_ --- /%3.83 l��c'i1r, . I ILI I ) WATER VA a .. .14 0 �° -15.11155 252 70 5, ,� 1� 143' Ia4' id 1 1 I I 1 _-- .-. .. 1 57 r�.*4TC 177 TC ITC - .. -. MASONRY STORAGE ._. _ IiS7eC 4E.* 1'�04p., 10 1272 _..._- I �•�-- __- � 11479 1�- 470' .. 5.72 � C N LLC 0 x r,a. dBMOA41'T /,0 K/ti egg.560 a 2 J- - \ - CONIC IAA* WALL 2-O 4.0 `STORM DRAIN CO#ICRETt CUM AND *UTTER 40• Z'O. O }•/ // ao' x asdw CONCRETE , TE 12.1* corcR[r[ PAo INV 10,4* WITN LIGHT POE WITN LIONT 00 11.1 N // / /,V3rdLL MWdPB PE,P f-0.0.-r /,c/ 4-X ,c%. 30 50 ,1 ` A 5D � `r/ 5j A o CONIC IS � 1IY O� O' w P5Q\•` � j 4/0.0& : dL L Pd14-a& /r EL E 11drIOAAF N , Q det eorrokl of e&%,ee tz J ' ordEQ W/e& A/o r-e-a %,114 TT JJCA _ tai �4 -_ soo jF j` iia.Z j U 101 GONG N�{!: vH..61 N.64 n M.01 /!s/ 14 04.14 14.4 lr 3s 4 / - f �9.0 A6 P 50 /•y �� / v CONCRETE HARDE( 5 BUIL GING / ON T deeow 012t P/PoPc��o EL E✓dr'rolc/ Z17- IOLO'VeO�-O- I,U,�•� 0 ,c/v�e�r� o� Pd•P/Crc% s,�dc��' \N 9 „ �� z O A(J,srlrg�Q DF PdQiCilc% s'PdP�q `c \ l dr /2=a"a' 20=O" G)I PIP / - - dr r2'-o",r 20 0" /B rordL Alzl ee,P of Pd2/(i c!� gP�/PEs Ln Ipo N U N Ln N P Q.,CA O ,J1 n �r ROAD ' b(4 Designed Not Released For Construction � Connelly 8� Wicker Inc. Project No. 8604- 1 Drawing 1 SMILEGAS �, ._. ._t.. -..�.._..... ___...... -- -. ._._...___. - ----- Drawn Drawn By SITE, UTILITY PLAN � Consulting Engineers FOR _.__ Checked - Scale This Drawing Is the property of Connally 3 Wicker Inc- � (( �`2�r and In not to be reproduced or copied In whole or In part. Jacksonville Beach, Florida �.>�`� O. C. It Is not to be used on any other protect and Is to be � CAMP OIL COMPANY �� Date : APRIL 1986 returned on request. Destro, FI. • Cashiers, N.C. No. Date Revision By Req. Engineer Sheet 2 Of V " •a I * AS SNAILE (O" ATL N IC BEACH , FLORIDA ""'Im I L= I lm ,)( olk I I I tlkl III FD LM elk t4 FOR CAMP OIL COMPANY q -y y INDEX of SHEETS a 'I Park i ����� \ i-••r I I It 1 \�, • � i 1 �:; r SHEET NO. DESCRIPTION poli Course 1ItaAe", \' r;na �\ ,<<:� I. TITLE SHEET v •a / (�' �' 1'Part N I C Olry Iuw \ lir` fwd n t [ M fry f _ \ ,��• ,�,h„� ��`; .;' ;\ 2. SITE, UTILITY PLAN I` d :,G, ��, - •� '�¶rt '- -- •� a �' _��� ! _ _ 121, 3. GENERAL NOTES & DETAILS 01 ,hll �.,.� 11, ` -'•u vial 'Sev/a6 u k I plsPPsal13 11 �,� �•_ . . --`i'r 1< a -I ._/-_ al L 3 flM_ r \ 1 PLAZA -ill _ KIr4 /^ ly a r \11}6YH1 1. ' •il' .-�•C III Q A O•• _ 1 -_• ° .� t ? til. °- - � ' 1 / Connelly W 'Icker, n �'I y•� JL-1 - •r••�,• 1 ; a \ r••'MMM/G �� - �L .I _ 1 rl Irt _ S Consulting Engineers .. .` *-.: .Parti •:!�: \ q,” /. ,�.• ..r- .. fV pL6Y v Jacksonville Beach , Florida `II .le. 1'1�'�I L JA rChny[clh i1 Ju r �-\ u`.. ! rt � .r. ••%11x1 III. •II T t � LOCATION MAP SCALE: I"=2000' � � r 4� O 8604 - 1 PROJECT N 0.