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Main Street 1575 { 1b , 'I +r 1 a r. Ql v _ Alp In so r , tr v � I Wk W R 4oWW 3 � 0 � W 4 � �� W ►iQ /DD , v v / W y v5A.v SGC/ G'Oit/ (v"��7"�CrOR COAld"&X/157, 2"�iNl, I pin D w v D 1, �NaEr�cra� -p y: TD Al fw!011411 ko `�J O V) CN�GrY l/ALI/�' �A'�L S Gv CaN.c% �„QVC DR 2S Nl N1 CIlECK V&VE (BY 4Tf/EiC'S'.� 23 a7'E X3440 Z ---- g b t I ,�_ - 1r �8S /f• -Il- 1119 E - LL—. 12i \ 'eat S� pfb 9•. r. I brzdl�,IFIELo (SE� ,✓bx �� }� � � ��� `v 'EL.�l�.F/Tc�� � �~ - _ --- D f r --- - _ 2.1 'Z.� I r�2.2 �2 !2•� k .- .,., 6 �DCE OF /2, 6,0Q i \ \ tN1 I Q Qti I1, J I 7/G 7 le.wi'ryRzr L— a . u f, ti �• //.4 � � 1 \ l2 � IZ”I l2 z r z 2 �Z'2 /�.2 � ,,�, •!� � S"Cor��AcT�v mlv 7,5, oo ! . /,05 000q lz. Y-ti- [Aq�" ail TYP/C.4L RAV'OT SeC T/OAl Pie"o✓rve ao, L.,= –!�"x2 "ecPG - _ fda.�-- /rvGLx � �i /O 6//ilr��E4 �(/a L�cT/UC/S �f u�CAGE� _..- .� 71 Z i d _rse-�,F EXrsr s/'or j T z- h� M � C �6 � wo EL611AT/O/� QkaOVA �XeT. 2' WNf, .r . . . 1414-r444 ACr Cr. V. oe 2lo pVC W M, �._F,!-(,A VrM. zB 1 r r� Covr�gcroe 5'�A�� Covsreuc A:' EX sT AS /154"ir Mvl< 15 1171415 Cl4 7 o � _ TSE S'YsrE,� ,��A�L S vy ,,, I �3.,t,/. TOP N. 74� ��r,��r�,� •���vrs o r�� f3acT /.ems o�,q vr' d�vA� Go�.vrY HE-W47-1-1 � x T �G�tiAriov /5.4I - ^ ,. rH� rates a� rH� zE7GZPAr5!.7 h:x � - . - - `�• ' ', wNiM LA THSGr/AT �er�,vriac� POAP Ca,(Vr,4f,,76 4- 4,, H.5 1 J'AX �tTi�r �i�s GaNS�R ILGT[pN -7- 0044, ••2 3=z��� ,fan� �"GD.cic. z ti o ATLANTIC BEACH WAREHOUSE � � y•. � I I - "("pc/G. I��uvAG� FOR �' �C.Corvc. ,� 4,• RAY CORBIN G`oc�c. 45' o c©,mac. �aGfs wz5ht v rA1�. T �> � � W, SITE PLAN Ivo Ta ,5'c,4z W Ln CONNELLY & WICKER INC- PROJ. No$425-- 1 CONSULTING ENGINEERS UesignellL DATE/-��-gam N - 1 301 - D PENMAN ROAD DrawnCG. y F x. o REVISIONS JACKSONVILLE BEACH, FLORIDA Check ,1�c,/ SHEET OFZ j b c d e f q h j k DES ION CRITERIA FOR, PR,OPQ_SED BUILDING ON ARLINGTON EXPRWY - - � 4.. TEMPORARY BRACING (All Design _ - - - - cn g Per Standard Building Code`, Unless. Otherwise Noted) Contractor shall be responsible for all temporary bracing z that is required during construction to keep structure O 1 . LIVE L0AEa5 � safe and plumb until the entire structure is in place . N SfORAGE. . . . . . ...., , . . : ,.- » . . . . . . . . . . . . . . . 250' P5F 7 5 . SITE PREPARATION/EARTHWORK CONSTRUCTION RECOMMONw LL. ENDATIS. 7 2 WIND. LOADS ( 110 MpM) r _ rr O n a, Vertical Surface) , 0 30 31 PSF General - Initial site preparation should consist of 3 : ALLOWABLE t1N1T STRESSE5 removing any remaining vegetation and surficial topsoils �6r6r: e -CU s g�r current Edition. A. C. I . (318-•83) from within and to a distance of at least 5 feet beyond W C©rfC to Strengths @ 28 days are as follows. the perimeter of the planned building construction area- W ab on Grade . . . . . . . . . . . . , . . . .. fc ` = 3 ;00'Q PSI It is the contractor ' s responsibility to compact the vi Footings . . . . . . . . . . . . . . . . . . : . . . . fc ' = 3,000 PSI existing soils and any structural fill under the footings and slabs to obtain densities equivalent to 95 ,percent. of - - Reinforcing : ASTM A - 615, Grade 60 the Modified Proctor Maximum dry density (ASTM D1557 ) Welded Wire Mesh : ASTM A - 185 141 Z � � © J F- © W a U Z Y o.. cn . � 6 U W Cr CE 2 U 3: CLof ifz - 2 �� ��� � r 0 ' � .( �� 2� � Hwy � A ,,, �:5,a � �`� DC7 , � ti _ r 171 L -J I w r i lid• W,ir, P, e!Tr 13 a T� % �. L__ - -- ----- - --- - - - _ _ _ C � Q rte__--_---------_-._-------- C► , , - �n 1 , t AIM Z. , VV . T�f+ �w � ' / fr �r�' �„ [ i.�/ �+' � �T r / l� � �,`��i1 �� � I VS•'} UND14. r/ /V 4 .w 2 /o __.. .�..�.�__.w_...�.w- -.-.. .. l 01 IT Olt All 5- v r - r6.m _ �V�''�vc rytl ,�ijll ��r� _ ►� � ��2" �r�" `� t as .41 2 r, F r . "�.-• ` 164 As ' If A, 8, A DCT A 6- �F r6, � n_ _. __ _ �_.._•_ �_� __. _ _.__�._ � __.�-_.____ -_.__ __ _.-___-______ ..... B Y ' T'c�, c •,M. ;< ,f.M,s,+, , �� ,"`7*' '�"„},+"� :' �•� __-________ -rori•� .�;yw-.y. a ,-�'' p z �h r V _ �9 •J N I . F y.. I h ry '` ca _ - AC,��J l• # -'-' r' g:,F l ' s y >a �; _� 0i2•# CI �� -' /�.P • . 1 w 4 , �,,� � !!'r r1 I� V T I m��` �"'�; �� � V SL � f"' T•„* I ��1!� 1 � � ,_ I A all 74 A M 4 a .-� l Q 1 G �71 , l.�f�1�1 • tff � �l, a,ll, - - --\'---- ------- _ 4 •, ,..,,,, '•tx �-. � -.�- �'^ � ~may � ' �- l l 0 lel DRAWING N4. E N A- A - T 6 )� ,...-. r^ . I -d3- ,�1 ;a� DATE. �� ; z - I s iib , i I I , x ! i i ° ,----------y � __--�f.Y�'' ♦. y�.�..'/:.����"y`.--�---T.f 1 I �!_.7�-_"7.�1 y.���J, _y_ .....�_�1..� F• ��_� ~L.7 V C Nlu t i r J34 7 04 Z. i� I i N (.1 i '�_.� 'D ---- --¢--t� ;;�/�---�• ��.----orf-------(;-f�---�}f��_.._.... �------• r._� 2'-0 I I I I � I 2--0 I G� I. N rn t LN o�7 Pr 14 17 r'1 � rn � c Q r I n � y 0 � � r I ; / I I _ i I i i i Ie ` o r n r Q m b > nu x (Z� 0 � a z C Q "rit Z�<T .ice �.." ZM orn Ul m 0:0 _ rn 4 Z rip �1 O [r M rq Z �' fn �,- CD V71 o Z �fit mfr ..• � Ed m m � ; r I fit lilt. Fm AAXC: FL C31RIE3 *1% i GENERAL NOTES: PROJEC7 All workmanship and materials shall be in accordance with the current City Standard ,� .,�; _ i .1�., 8r -, � - \, ( • nro- � Pad I ; ' � Specifications for the City of Jacksonville, Florida , includinq all supplements thereto, in force on the date of contraot . _ � � y 1 � I � "fir :,•, , � Go co •s• I ! 1pgey w � f) 1 !'srlr►cm all clearis�q and grubbing, excavation, tilling , backfilling , and grading indicated on ;A �-« P� t F _ �- I. ; ' �, l P the drawings and as necessary to accomplish the work . Pine Excavated material that is suitable, as determined by the: engineer; , way be fused for filling "''ndyS • and backfilling. obtain additional material , if necessary , from) borrow arieas designated by _ the engineer. [E YA ' Ap •�• j ti Disposal y; I y 4 !rw 2xcavation likely to dislocate, damage or impair the strength of other structures already in �_ _ C � place, shall be done only after adequate protection has been prdvided for the inplace �r �a _ ;� % A. we . L7 �. structures. - - -u r, i .r Locate and protect all indicated utilities . Notify the engineer � amediat:ely should any c�� , ��; _ A ,4' 1 ► s ,rH Y • r utilities be found that are not indicated. � ', + }} Clear and grub to remove stumps , roots , trees , vegetation, organic material and other obstructions to the work. Grub out all roots larger than 1/4 inch in diameter, matted roots, - _ al at least 12 inches below the surface , within the grading limits 1 r and other organic material i shorn on the drawings. '. rim . • 1/ 1 {l0 - ~ All unsuitable material from cleaning , grubbing and other activities shall ba disposed of off- - JI ' site by the Contractor. Any excess suitable material remaining from project excavation shall be dispoued of off-site. All lengths of pipes shownare scaled only. Drainage inlets, sndrralls and pipes shall be constructed to conform with lar points and other pertinent features . LOCATION MAP The Contractor shall eWloy a testing laboratory to test compaction of fill, (backfill , subgrade sem bele. Payment for all tests will be by the Contractor. one test shall be made in aoeoedasrae with AASUT4 ?-100 for each class of material . In-place density toots shall be made as the work progresses. ApproKimately every 300 C.Y. of fill and backfill shall be tested. .�• Approximately every 500 S.Y. of subgrade and bass shall be tested. PAV I1NG AND DAA I NAGE NOTES: All workmanship and materials shall be in accordance with Fla. Dept. of Transportation and Standard Specifications for Road and Bridge Construction, Latest Editioni horsinafter referred to as the Florida Department of Transportation Specifications , except as modified herein. The Contractor shall be responsible for locating and protecting exislting utilities and structures until all construction is complete . The Contractor shall reipair or pay for all damages made to existing facilities and structures . All underground utilities :oust be installed prior to preparation of subgraide for pavement. Subgrade : Pavement subgrade shall have all unsuitable materials removed t:o a depth of two feet below top of subgrade, and 2 . 5 feet beyond edge of pavement . Backfill with suitable material . NN Ll' tW1 K IN ■ N N INE R 0APUZ,r A NVILLE A H FL R1 A FEB 2 1 1985 CCONNELLY & WICKER, tIGC, y fir.. ......._.._.. - _ .- i o Q ' M M W � Al W l�') I '* �x & W Q W 0. 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RbaoV� kXI T. 2�WEL�VAr101V(TYf'� `- •, 2� loved 9 I .. , ,� r,�� G'vrvr�,4cr�� r EX SAF E 7;2Ae /1��J7"�,� TO AXI J'T� - �• Tf/E S' O4 7W, t - .� ��� raps C./� rye �c�✓�r�o �.��i�v EL4S 5H�lGG f3� CdrVt5'ri'Y/GTEQ LIT" z5G�l,L712o� /53.2 ' Ile /Dd Y� f/(�/ sr el'? W45 . ., , -• r�� Cos/T,gAcra/e sNAG� O�rAiv ��� 4 FH F� 2 1 1985 �.� — —- CONNELLY _. NJi�KER, INC. . BEACH WAREHOUSE a tib ATLANTIC F O R RAY CORBIN W COIVC. Oevne7' /1' 4W25 ,Vo7- ro CAZe) n SITE PLAN 5 5m .. ..rr,ldF C.f G=. N „ , . CD F � CONNELLY & WICKER INC. PR°J• NO.sa2s-• 1 ” IQ CONSULTING ENGINEERS Design Drawn6i. DATE/-z'S-•�� JACKSONVILLE BEACH, FLORIDA ec ... , , REVISIONS SHEETf OF 1515 ryWh 5't '• rkw X I 2 roAc die ,�JEd r PUti1P �(iEdT11�4P,PoaF ?20 V., 40dti(P POT � . !d/dT2 3!0" lao [latlr(TYP.) Skk►/IC'& a M�r�Q 0111/ _ 4 a dr(rYP) C 24" /o fid[.LI dV \� J �/Edr�Q m dl Bd Y W0414TA91dL ��• �"�r�ddc ns odc-r i wEdre/ERPRoo� loo W I& I s� I at11AJ 0&nk Qcd[E /u"- [-o" ILI I QY4 0410 O.C. 15 000f neoP 01-1L/,(/a 1J,( I �—f Ir ✓� TO gE�rL rC I VkdT I 53 I I a 3!0" 01110. f249M „ c��,�p(JT 10,0006- f- N4142k 1o11,q& o /t)( %"(.'yPgC/,N W$0.c. 0QYgg de�,i"- P0�� QE, Fdgr�rJ TU 43 alTi k 11�zo0a Wi �/EdrelEQP,QOoF qE� oETd/L FoQ 410doo 4a �o m roo W 1/0 41-r(-rYP) &9 6-erQooAAg 13 13 U 71 I I I g.F gLr�G. o�lL Y) -'YPledt &lJzL 4ekevod WALL 1Ve01,11& d/ bd y l/Inle-naldL /4"uw I (TYP.) /o GdL. I I I uwu G3 do. I � II !/ P[1LF3 FLO(1(rgCEcIT 4,�Ilro W )3/4'•O w !'•C'.d/ In 13 n- 3!v" O vao 00011e3/0" CLEC'. dETEQ ,000 al di,1, &1-101,6L gCL/L -11'r r / 0'' �75. Designed Released For Construction Project No. : 8 5 2 4 — 1 Drawing r q 1 ATLANTIC BEACH WAREHOUSE PLANS , SECTIONS Drawn LFOR Checked This Drawing is the property of Connelly & Wicker IncAND DETAILS Scale. b3 ,t/oTt-D n and is not to be reproduced or copied In whole or in part. Connelly & Wicker, Inc. ConsultiEngineers RAY C O R B I N Date ng O. C. It Is not to be used on any other protect and is to be � � ' d1h? /!. 85 Sheet Of returned on request. Jacksonville Beach, Florida No. Date Revision By Reg. Engineer -;.}: t BUILDING DEPARTMENT PEAK REVIEW INITIALS DATE PLl��l.lC �IDRKSIDRAINAGE � P 3 - 7 , DEPARTMENT �,.�,� jr vvATERJSE)NER ; - C4°p,%jNF,N OR :EXCEPTIO;I ,ry7J I