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1660 Beach Ave 1987 MAP SHOWING SURVEY OF LOTS 6 , 7, 8, ' 9, 10 , 1� . iD 12 , BLOCK 6 , TOGETHER WITH LOT 5 , BLOCK 7 , OCEAN GROVE UNIT NO. 1 AS RECORDED IN PLAT BOOK 15 'PAGE $2 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. loft/ I I it I I I 1 I r I LOT3 LOT 41 1 12 I 8 I _ A N 83°5 02 E_ 50.0 `\, I`0 LOT 1 I LOT 2 / i I LOT 3 I LOT 4 I LOT 5 I I / \ I I / _ I 1 11 I FND. I" LP. — _ _ — — _ _ — FNO• I"1.P. 1 N 83°58 02 Eti_ 238.6s s 1 5 6 FND. 1/2"I.P. FND 1/2'I.P. \Z' — _ — \\ —��_ — / — \0. — — —\a*-- — — _.� \2. I 1 r- -- -- _ _ _ - 3 \ . 138 — — — _ — — — -- - — - — — � I BLOCK 7 O iv I I N �� r LOT 5 12 w 'I I C) I N I LOT 12 12 ( ` I UI ! o ! \\I \ ! ta CONCRETE PORCH \� \� / - ^ \ I I I (n ! O AND STAIRS � \ \ \� ...' `�� .: •,_ 6 . D 12 `1 O 12 I\ I I \ 40D12! z II I � I LOT 6 FRAME STORAGE Ld I \ 117 I I 1 LOT 6 '� I coT M I RAME I-STORY CONC.BLOCK' I II c) \O STORAGE ° C. I \ �I & WOOD FRAME O RESIDENCE I C 9 EaG� \ ALJ l I O01 1 (D R� - — - - - 6 UTILITY EASEMENTS - z \�9 O I SRP \ -- _- I ` — ai I \ 1 1 FND I/2" I.P. ONC PIT ON I \ 1 CONC. PAO n � 2p.7 a FND 1/2"I.P. � \ \ �1^ \I LOT I I I 8' 10 �S 83° 58 027 .Q- _Y 13^ FRAME N FND I/2"LP. CONC.' STORAGE I \ \ �j DRIVEWAY. 9'7 i 17' 21. 21 \�\ \� - LOT 9 LOT 8 2 xg----- ��I ,: r (Q I SHEELL STREET ryry - u 40' R/W DIRT T I 1 V I 7.7� x v �. In � 12 _O 10 iV 2.9• \ F- L 0'J 1.1�A FRAME SHED Q d! ' I ..'�> QQ LOT 10 2' Q I-d1 "' LOT -40 LL 9.9 M 17 gy f / 1 N d i _ \ s d U of w \ c j I 2-STORY FRAME & 'r _ - L: O I BLOCK RESIDENCE O 26.1' I N 0. 39 Q 2 O L BLOCK 4 / / / I �\ 7.6 O i - LOT 2 / �O Loi a �f _. rn 02 1.0'1 e � 9.7 "i Q�q r O \ 17' I 14 Li 12 " ' w 241 1 � I k awwA4- VeK� 1 , 6 /\'� p\ p 0 9ET 1/2" LP. � > ti 1 1 I 9 1 \2. IP,O' \2� 48,51 I \6 � � \ - '� � FND 3fa'��.P 1 ;\ r_ 50:0 �- I .5o.a 0 9 / 4 S 8 58 02 W .148.5 /�o \ 12 �� � w\ Y iN BLOCK 5 _ _ \• � � 5• -- - K r `4 lb NOTE ELEVATIONS REFER TO C a G S DISC IN � \ CONCRETE POST N0.F324 AT INTER-• SECTION OF SEMINOLE RD. a OCEAN � \ - BLVD.,ATLANTIC BCH.BEARIN � \ - �` I I P.a. 34GS-BASED ON F0. 51, 51A 51g LVA MARINA UNIT 6, c / BLOCK I BLOCK Ico 'k 1 V E 0 LOT 9 L ,T 8 I I pp'PA LONjIC B� CN I c►16u1" "0 a� 'c a B I HEREBY CFAT TO PETE MAIr3RY THAT I HAVE SURVEYED THE LANDS AS SHOWN IN `TqF ;ROVE CAP,.. ION AND THAT THIS MAP IS A TRUE AND CORRECT Rr,PREN ` TATION OF THAT SURYLY AND THAT THE SURVEY REPRESENTED HEREON MEE'i'$ THE MINIMUM STANDARD REQUIREMENTS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS CHAPTER 21-HH AND THE FLORIDA LAND TITLE ASSOCIATION. I HEREBY CERTIFY THIN THE PROPERTY SHOWN HEREON LIES IN FLQOO,, ZONE ."�" AS SHOWN ON THF, FLOOD HAZARD BOUNDARY ,,,MAP FOR THE CITY OF JACKSONVILLE, F. FLORIDA: I. p FOUNDATION LOCATED APRIL 22, 1986. \ DONN W. BOT-WRIGHT, L. S. THIS SURVEY NOT VALID UNLESS FLORIDA REGISTERED LAND SUR OR No. 3295 SEAL SEALED WITH AN EMBOSSED w 9 OF SURVEYOR SIGNED HEREON 11� 1 - IRISHVILLE BEACH FLORIDA 904) z41 =�T$ 5d JAN. 13 1985 SHEET OF F WR G 1301 PEN MAN ROAD SUITED _ �' _ SCALE I 20 DRAWN �Y OA�'WRIGHT1111 RIGHT LiAND SURVEYORS INC. DATE SIGNED 1 FILE -- - r B. No. ' I - . . . . I - .. .�.. , . ; . 1,, ,. . � .�.. I I ,: , -, ,,t�,'. . - . . . �. . . I ���2� ,, -" . . I .1 - , - ." - . .. . ... - . I . . '. I . 1 L ,. ,. � . ,"',,. , '� ` .1.1 11 . . . e . ,., , - ,.- . I 1 i I � I .�. .� �'�,,.,!� ,­-',1,; . . . ,- , ., I . _­ - 1" 'IF,�- I, .­_ �.­ . �,, :,,� I . . " ,I .- _4, .- � ,-.",(,..; .... N.1.4�­ , , , . -%.. �zl I ." . , ,,1 1, . ,�",�,,_ I, . � I . . � , , , ,. I I I .. , I ,: . , :1 ,, 1, ., :r . ;, -, . ­� -'.. , - �_ , - �., 7 � . �-,,�,-.. � I . . .. -. "." , - _ "-. .. � .I '. , , , "....''.,�- , '.. . 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Bath' VT CT Paint GW$ CT, •:_` . 'WB' 8'-019 GWR IL q [:1W if- -77 11 h 1 li I I I I 4 � I __/_ f r A I ��• ���_ IIiII I lo-`•_ ----{I--I I�-. f '��.�d' `-—1,.r—(/a rr, vci f"�" ,FA ♦ppgR SCHBDULF "A" UNIT RETAILSREMARKS 1. arkheight;44 Type teaves. Material Thick. T e,• Materia1 (lead lamb Sill a qrr101A 3'- 7,_4; sc dona 013 V-a+r 5CbWoed Wood. � � �. / • __ I ! II r-.1 v ,-:� •:a r- v 101G 2' 6 fi' B" , . Waad, Wo.vd fold, se se Wood 1-3/4 a06 �' 102 rr Woad Ir ( J �A 103 Z -Or 61w8r Waad Bifald KmsCO. 104 :ir-Q"' 6'-3" Wood Waod BkPo1d . +�I .:-r �- -•1•— � i � �� J + + M'hr e✓�r I,.r ko7 n _ , 2 sG Wand 1-3/4r wood French Door I � 1 � / ' __...-�� .•�,�I,� 4. . .�� ... I j 1074 3 4" 71-611 2 SG Woa6D: 1-3/4u Wood ...__ . Fren(-h Door w� gal V-qr 6'-8"�) Wand Wood J BiEvt#, . 202A 2'_8" 6'-8" 1 SC Wood 1-3/w�� load ~ o \ I I f ( I NLA f/1"�Pl � or Ell z 2Q2F[ . 5°-q'r Wood French av j A 1 Zell I-�r� ( 11 f - 2r,0�r 61_811 1 SC Wood 1-3/4" Woad (�t r I ( 205 24 61-811 2 SC Wood 1'3!4" Wood. 206 r u r "� ,•`� I -- ,' - - ( 2 6 6 -8 i S.G wood 1-3/41" woad it I I I 207 2'�Wt 6'-8.!' 1 SC Wood 1-1/4" Woad " git� I r rr r 1 SC Wood L 3P4 Wood '- I �.: I - /; 209 2 -fi fi 8 i SC Woad 1-3/4" Wood UA 4'211t ► _ J C i , Ir I t � 1 I I KEEP THIS PLAN ON JOB i i MAR 0 4 1986 Building & Zoning Inspection Div Jacksonvillq. Florida 3 A ' 4 I I comm. no:2,5".! y set no: i \ I dwg. by. r ckd. by: content: I I I ! i ��>• �. ;rte -01 ! r Mali 1St FLOOR 2nd FLOOR' sheet: KEY PLAN �� of " J 5 RINK/QUICK ASSOCIATES, P,A, n -- ■ Suite 102 8651 Baypine Road _ ' Jacksonville, Florida 32216 (904) 739-2088 0ve-17 ' , El2315 Myron ( Raleigh, North Carolina 27607 f « (919) 781-0375 K14 architects/planners/interior designers --= � -. 7-� 0 061 0 -7-1 I r v2 -6 �..� �_..rte � i �i�''� �'� - � � � �---- - �•� �� _-____ .`t , i :- , Ijo a M J - '�^' Fes• ��� 1 ;� � oj(� , _ f.r 44) � �.�-.. r, 11 ih . ' � ..�_ ter`N- { `E - .. ' � — ——-- `�•j JA ION HALL - KF k loci (D 4 l: .,.r,•„•.,.� fir.�r r J04 IAW 0- -=-z-0,5 , E c3 + 0 �. E 01Top date: : Ak; t?.EG�f'i"QCL�`.�• iN ��I ,. Y � � ra �, 1. ="I LSC, d FLOOR 1 2n P , 1 { wti _ y P P R 0 V E R00l1: PTNTSti S D008'SGwEDUtiY GJ' UNT?:': FRAMR „G _ _..., . _ ..._ K N OB ;.DRTKTLS I1.6Mr[AIiS _ GHEAULH:.T. UIRT C61LINR REIfkRKS. � ON c ---� KEEP THIS PLA Hark Width Nei hr Y' s. L44VBa- Material.. Thick: '£ ..e: Mater 'al,, Head 'J'aM4 Sill Mark Desi nation Floor Bate: \—To Right Aattom, Leftr height matexi,al- _ Tom___ 1 11 101 pa er. Pavee. Woad GW GNB -GW GWB ' MAR 0 4 1986 r SG Woad, ,. IOTA 3` 4" 4- .4. 1, Panel 'I j/4" Woad '. � Paint Paint Paint Paint 8'•-2" GWB 7 0 1 SG Wpod : . GWB GWB - Iol6 ;3° o". 7! 0'i 'Pane• 1-314" WoadIO2 GAttery GalleryPavot Wood Paint -7-1 Pant --_-. `.8°-2" GW,B Building & Zoning Inspection Div . crn GWjarksonvllf� F anda 102 woo Wao103 Btek£aat Paver Paint P "int. Paint 8`-2Gw6 _ 103 Yr �?d fi� Bir. Woad good: Bi£ald 104 Utilit Ase.i1 (NOVGWH. GWB GWB Wa wood. Paint Paint Paint' Paint 8'-21 Gw8 ��� '• (;WH GWB7 GWH 104 5'-0'�. . WdoQ:. WoodBif:old. 105 .1C%tchen.. Paver :Woad Paint Paint. Paint --- 8'-2" GWB tf *60 bL(04 V105 4 0. 6 &' WooWoad Hi£old 106 Dinin Rm Car et. woad Pick Paint Paint Paint 8'-2" GWB, comm. no: '%z 7 set no: °_ 11 3 " 106 5'-4o' 1-3/4'' Waaa French Door 107. Hall Carpet Woad Pint - Paint a:''2" GW8' dWg. by: GWB/ GWH+ CWS GWO/ !08 Wood 1-3141 Wood French ,poor '? 109 LiviaRm. Carpet Wood Paint Paint Paint .Paint 8,-2" GWB. ckd. by: t GWB/ 14.9. 72E 0j1 iP` d:'; 2 SG''Woad ' :• ,1-3/4" Wood. 1,09. Powder CT Mi, Faint Paint Pint Paint 8`-211 GWB. �..201 ': l'�fi" a &'r GW GW GWB: GW H H H content: Wand Wood Bifold 261 Hall Car et Wood Paint. Paint Paint Paint 81-0" GW$ '~ GWB/ GWB 4W6 202, Z? 611 6r 8rr l SC Wand E;-3/A:'.. Wood 202 Hath GT cr CT CT Gj F 'itit, 8r-0" •GWA, is 203/i 2' 6!4 6'-8+° . I-,, Wood h GWB GwI• . GW (NO/ 3/4 Wood, 203 Bedroom Car etY Wh6d Paint Paint Paint Paint 80-011 SG. ad 1- r wal GW&. GWB/C1r . i �Wood 204 8edtaoa Car dt: Jood Paint Paint, Paint Paint GWB Master GWBGWBGWB . 2030 2,'r61!s.> 7°-p:�,•, l Wood l-3/4�� Woad 1}reisch.Door 205 Hedrooa •Car et• Wood; Paint Paint- Paint Paint 8'-0" GWB q G" to GWB/1 204A 2: fi :: ..,•. 6 .8,• ?' BC.'Woad. 1. 3/ Wood 206 V.anit Cain et. Wood ,._Paint Painte paint #a int 8 0" GWB 2045br,a�r,n,' rb!. a.'';' :` ,Wc,ad �� ,r s x 'Mood Bi£pld.. 20 / Bather CT GT CT . Pa#nt:. CT 'C' _ s 0, GWB.' r, Mf sheet. 4C 1. rr er r Wand, l .3/4 . :.; Waal l'xench Door 208 :Closet,. Carpet, :`Wood Paint Paint; PaHint' Faint 8'_o - ` 2:' 4,°, .,t BC wood. 1 4'. - 1,•, �3/ _ Woad' q' 1'k3/ A4 Wod • a W K E Y .._ P L of Y Ic (� d 208z'' ., 2 Q:f :.R��Q ,: ''��.. .,1} �' 'r l. .. 9(? Woad 3 4 Wood. ,,.. .. .. ..ate., , .., ,, l / . . • • ... - 5/1,�1i $11v, y' �� I � �� /�? � �---,���d. ; , •� A'�' RINK/QUICK ASSOCIATES, P.A, Suite 102• - �,1 � � • Jacksonville, Florida51 lne ad 32 lb (904) 73 F-_ __. w I j - - I _ 739-2088 j I i ❑ 2315 Myron Drive �� Raleigh, North Carolina 27b07 d�, _ - !�Q. _ _.— ———— ► -� - _— — — ! �' I (919) 781-0375 I , L � architects/planners/Interior designers --- I__ 1 I litooF 1 [7] f �..._.I ___._•_1-_�� -_l.-� I I 00INA 1 Lf, ( }� —A -- -- - _ _ r_- 1 1 i 7 I_-41 L LI 1 st FLOOR ?LAN. 2nd FLOOR PLAN; , ;� ��� /� -:;p +7 OW r �ti,„a ,• r �__, .. _ �_,, .x,�- ,,,.., . , ; ,.�=ter-...: .��� �y T•+..... —I. ,...�. _< !��•... V�� w.. cR-.s+ _ .. � ..,-_.••�.�.-'--"-••-_r-..--_ .-. r•.::.a: ----^.-.r.•,..;�-�..._ '�, •.:._..�-r•�... "mss- ..,�:..ti.r'" � ,1r, • 1.. --. � -mrs�t ours � � - •-w,,:--^`-r.�`..-+-f�-._•`•• ':.,qT.-;ar ^rv�.c '�...-�+-a..+�•r�'y.'- ...y. iesr-�-.w ! I/M 4�y.�+ i:'.ti S. �' �•j•rv. �..-._ .-�-�.__ ,. '+r.,-._ter•<..M�-✓_.-..r.ti •_.«..W.. _._ +�T�._..-.w _.._....- .... _ �,•-:-- R , y_..`S..•-r.!'?ra•- ?1 .i"i i� / ram..!^a-+4..• TI _ cn.. ;.' yam•.-v_ � � , 6 w F J f. _ j f r. Iwo _ � _ . . _ _. .._. - w. :�_•. _ r.... LL ,. r.. , I /meq'. �(�/(/ (y/��/N/ �. f'/.y/� x •«r-'�--._ _..-'-. .._ 1 . rrti.-. �••+.r^ ._rarer. ' - �t'! s � '• F �/,r1 M MI 4 L 4 �/ •,/3'! - .ice -�ti.• • I �.y Y S l ._.� y,.., ..�-a.s ._ ., ' ..,.�w..µ.L` ,.... ,_,. • .•a ..... � __ .._..__....-... _ ___""'...---�..._... .. _. __.. ...__. ___ /`yr/ //•�/. tF. , �,. r, 0110 date: - __ . _ •.__r W..� __ __OKI " - 11 Ij. ,N � f. / EIVAlT,ON'. 8� =� E.IEVATION � r . %A � f4-,)4 i�/k Mls. ~-x rq �• r` :r s «r-,r�r._ at y .�� \ (,�it�f061rr '5/7 '"`f*,4' 5 1 ♦ F, `r - � p / r r �.�.. KELP JOB r n r _ �rrl�" U �� - V;.`_ '�r �� _.:� �''_ -�:,� ..�,�;-�- `:- ._�:� _�� .. .._ -._ _---- ��a11• �lI/���al•�,� THIS PLAN ON MAR 0 41986 •• 4 ,. •- -I•-.,._.t G T � i '�-'- �^.�1._. 'N"..1^w.J tir -mti'//�--• r �_`.,� ✓�.l �••• 1 �l .. _ _ ,. ... z nv r• 'n �__ _- � ._.: - _ ... _. ,-- - --• Jarkso iiia ori a / L - �� ---_ - --- _- 4 6 C A Y _.; _ _-_ �, _ -__ comm, no:,e'�,w set no: x I _ ' - - ............. ... ... - �r 611i+ 5, 1,vlP/G \ C d 11 -- L_ content: b { \ p � _ w a�h f..�� .�/ PO4 - k� ,a/` EL;EVATIQN �. � =/- ELEVATION wA Ll A Woo F-1 '' 7•, "� , sheet: KEY PLAN of 1 f�K A ; N. F 1 + RINK/QUICK ASSOCIATES, PA IV , IV 0 Suite 102 8651 Baypine Road k` ! ' w V ! j � Jacksonville, Florida 32216 t i I I (904) 739-2088 ❑ 2315 Myron Drive is I I Raleigh, North Carolina 27607 i I (919) 781-0375 /planners/interior designers I t- architects M -- � r, �� t ' I 10 ' Ja , w �,. : _ 1 , TF y _ x'/ date: 17- F 74 T f I � �/�IX < 111 3- X tt- IKIN C s A KEEP PHIS PLAN ON JOB 6114 r. MAR 0 4 1986 fU - to �� � � ��� Building & Zoning Inspection Div q I ; IaM No_ Florida � ' + comm. no:6set no: h ckd. by: content: fiA14�5 I " 114L c . �►----�--. , Stix # i ZIN Eo _ m..._._ __. ._ sheetw� r A } (11 s KEY PLAN of 1 2. - RINK/QUICK ASSOCIATES, PIA, - — w.J.:..."4r ..r., :%iv:t[r'eK..i+a.v .•J:✓.4. 'dv..:k'l - ryuy.'/ "i".^ t. •5r... { + � Jacksonville, Florida 32216 ■ Suite 102 8651 Bayp(ne Road _..__ (904) 739-2088 ; r 1 f & i ❑ 2315 Myron drive t- �± Raleigh, North Carolina 27607 I . i -�----- (919) 781-0375 1 ' 1 _ ! architects/planners/Interior designers L I�-M11 . ---- ------ q 2��'' i i I i C 0 0 (J orf IL Cly 1 r 'g x ;1 a 1 date: . 1 1 ( ! 1 � r � KEEP THIS PLAN ON JOB � � ���� �.�.�_ i 4 1986 Joe �r MAR o f Building & Zoning Inspection Div. Jacksonville. Florida 2nd FLOOR PLAN Wo1c -V, � ��► e comm, no:k4WN set nE7' y dwg. by: ckd. by: 93,04V6, � /�',r; � /(.�t��gJ�1' content: J7 ///(//1� a A w 3 F �. sheet; i K LAN , qbof `rf i RINK/QUICK ASSOCIATES, RA, ■ Suite 102 8651 Baypine Road Jacksonville, Florida 32216 �'lJrC' !l 661/ /SIG f (901) 739-2088 f ❑ 2315 Myron Drive �,"t1-�� �� A q _--— T __ _ - ___- -_____. ..__.__. ..__ �� • _` Re North Carolina 27607 W. tf/h� �, ��t' �.--• _ \ - u d �5 � 0375 �. 1 781 ]" C v..A/� /.� architects/planners/Interior designers - _ rx Gita / �_ - - x_ u_._..�. _ / _ _ _77-1 r i- - _ I iF c � I -- �; , 7 ELEVATION 01 , I I TT , f -- i r --ate f. F1T µ CU _. �r F F , t 1 •�l ` _ : i , 3 r qr � W�. a - F y t t. _ � Ir T _• w _ w7 T ,• ` y.. _ 711 �_.... date: _ t I r t ti .i f •1 , , • , _ , 4 {. M i ,.. f 1 tiY ` I 1 - j- •, t L I ; , Y _ • ff ' LIJ t ELEVATION' ELEVATION .ELEVATION 3 . �' AP KEEP THIS PLAN! ON JOB MAR 0 4 1986 Building & Zoning Inspection DN )acksonviil,l. Flnridn 0 5. 6 8 4 t comm, no: set no: i4 t dwg. by: ckd. by: • / > 0 ���C� / /�/ , content: sheet: of r s RINK/QUICK ASSOCIATES, P.A. ■ Suite 102 8651 Baypine Road Jacksonville, Florida 32216 (904) 739-2088 ❑ 2315 Myron Drive Raleigh, North Carolina 27607 (919) 781-0375 architects/planners/interior designers A S fir' NOW Li 4111 1A, too ww I,f�" / � 1� C"/..//b �F� ��/'"'/r/'FMJ , �/ �` ��/r)G�/� �r'f�'�/f�, '_•. ---- �- �! j�l � ! �I *,- ;---- r�,yl�gy �� ��%w�l��,tJ� i 1 I II i I i I • � I I ^ • .. r4 ft�j4.0100 V rNr . -- — r� >� . /xw i � 11 T r • � / � .P ,r lA�� / �/Jzt- , � , -�� I -lli/�//�� I i �!a �I�11"r/ � �I• / '�r= ,✓` '�,�� __.- ����/ - - - - ��'/" ____._- � 1 - 1� /�1 1� ! p�'.a�/ll�hlbdf' i ,, I i ��• + ' `11AVW(Jo or go ' / I � l✓ice+(�r i �l r�. I � , COO T Ih5AVE�, I( r •i•.y. fI! �,4 f ' ! ,l v date: wJ y'Il- �� l..l� � ✓ •� � I ' !o ,� j ill�� ff /� r — I i "�° ;.�:..,./ Jf -t r r + {a ,� r ! M r� �.' �p/�N/fay, l '< (/� l '� lr i a �. ,,� ,.ti� •, r i �� i•F � � i f 1 �F'r�� //� v, ✓ /' ! /or � � r / � , � - / 1 y / o � I ���'I�� f�+�(','�al��l4y,�� 11/ _r j I / + `'L{l [ f ., //y] A f/�/ 6 ��/ ' // j /h� + �lit/ �f. 7 y f t.. ^1 ' , f %' ,_._.._. ( -I-f / /b • ,j f –J. i I I I i I t I ,, i'!lC'�J/.� �.(! �'��, ; i '�''� /� :�� ��/� '�J I { i � " IN �lCl,'la Il�a. f�• ;�, -- , , 1 er,•/ A &KL� ,1015W11 (t Irl c �� r It,.r iM' �Y 1-'• ,�� tf� } 11�'i b•/a+u , C �, �,` /i J (§E. � 1FW! ti I (L, .C. � _� !!! • ))) 111 � { I YJr ' �(/ •�r// �`' + .'. r I 4�`l / :r .�,yr f . , FW Aar (- .r Li tJ �/ � w � i � rr a +s� � I r�;.lr,� J " ` �2„ 1 /3 �l/. ' rl� C�J �`/r; �FS l � �� �• �� {_�, �� ""�>�l1j��! �,.,�� � _ ---�--- '���� �' G��. �'>i/�E%�ll,�'��la �//���>�l� � ��'G11�� _ .-... •, � � � !, ,,. .r , ,r; ! �04/ foo IF rt !�,'��,�,, ► t Do KEEP THIS PIAN ON JOB �%l�, �a�l� -- ���f.� ,��•� �i'',��/� '/ ��� � ;>^ /! w tahs, 7;.e ' I I , MAR 0 4 1986 ,, kv Building & Zoning Inspection Div I Jar .ksonvill - Florida �/�,{ (� "t•_l.! �'l/dF�t",�hfl t`'rr���/�i',�k',r jy i I i I +�� III I I I `� I I i I �. comm. no:i3�ZY 4et4 ?�1 �f' � 1 / /f<< , . ' r . I T� �l � i { J I ! %�(•/! '. �^ i' �_ dw i g. by: ckd,o by: ,, - — _ -._._. . .-. .. ;• , o a _ - content: .. " - �a�' x 'o _ +'/�/� /+ wr��// /} 11 i_• 4 . _s �;� � -- ' 3,'. ter' t� y a` �� `v 4u d o a /J i• i "v ,.� �.� :dr 4J 5yl r ✓4 a1 `'"/ Z•H r' -t`•"_2... 4. ..-..- �'r�L''�"l ✓{I�1 1"l� �� af� l.� l / J'q�i Wa�/+�, / ' 1 • "�{ �O x 114. ... .w- / /�./� ,�t f�-l. �,� � WALL SECTION WALL S.ECTlOhl._. q WALL SECTION- , Av , sheet: 4-- of 1 � RINK/QUICK ASSOCIATES, P.A. -� 0 Suite 102 8651 Baypine Road Jacksonville, Florida 32216 (904) 739-2088 It ❑ 2315 Myron Drive 7' 421 Raleigh, North Carolina 27607 .� (919) 781-0375 _J r----- =T - architects/planners/interior designers 410 �--- I I i 'J )I I 1 it _' I i� I[T ( , IT" Yf`1 iI I I � 11 �;•,..� f I t � � i Irl7,! i ,I �• ` +;�'�'/.., vu�'ir,� r'`i � P"' � /� ����+. ��,0, �,,,� !;/ �� (� -_ �/� M�, i.•�/ !nl� �i i(� II - � I r JL � � '�� „�! � i,�� (a,'. �,�/7', �I `I 11 �e%���� ��/ ' ''� � ��,�'ti; Ij �{ Ij ��.o t••% l•'.��1 Gl,/�, it 1� !I _-._..._�.__..._ a _ I 11 i 11 i I --�------�-� _ - ,I �I I I! I► �l I I it 11 II /L __-__ t �- -- �- c I I J •} iL 1 I - II !I w !i 1'► -0 0 I i li s{ -- II � _ i/�" :�f��,� �!.Y'1.1� b�!ci;�'� ���.�'r�:�. I"' �r��-!!`�'✓�� �c����:' ;��r� fieri �+=�Y;� ; �,,, FOUNDATION PLAN ►� � ,; � FLOOR FRAMING PLAN - 1 `_ P � ._ ...«. Y.Y ".--. -._..�er� �� a�'.�.....Ji. � - ._.-.Q..r,-�� .«. ..-....:3.y. -a-.�=-. ..�-+7r.-...r � � • Col �114 —1§ t­0 z5104 Z/V LL � a AAA ,n �f7 T •�'. date: �,v,,i/r /� aJ 2-: . �4� GENERAL NOTES GEORRAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RE1,A'>`1NG TO —- ���-- EXLSTING CONSTRUCTION BY MAKING. FIVLD MEASUREMENTS PRIQK TOCOMMENCING WORK. 2. CONTRACTOR SHALL PROTECT EXIS'T'ING STRUCTURES: DAMAGE. UTILITIES SROM DAMAGE'. P I �� `,..__. W" ,! ( it 2x&, AREA.FLAME CUTTING OR WELDING WILL BE ALLOWED IN THE CONSTKUCr10N � _ Iy r_ 4. ALL `rU0L5 USED AT THE CONSTRUCTION SI'Z'E SHAL[.�BE AIN OPERATED, ONLY UNDER SPECIAL CONDITIONS WILL SPARKING ELECTRICAL-TOOLS BE 1_� . _ � - ALLOWED AND THEN ONLY AFTER OBTAINING PERMISSION IN. WRI'CING FROM rF7 E c, r r - SCM: , i 5. ALL EXCAVATED MATERIAL & CONSTRUCTION DEBRIS SHALL BE REMOV4D FROM i PLANT & DISPOSED OF BY CONTRACTOR. LIVE TOADS M f 1. DESIGN OF:VARIOUS ELEMENTS WITHIN THE STRUCTU9 IS BASED ON THE FOLLOWING LIVE LOAD CRITERIA: _. _._. MAXIMUM TOTAL SOIL PRESSURE a 2000 PSF I ti ROOF FIVE LOAD m 20 PSF KEEP THIS P' BASIC WIND PRESSURE. . 24 PSF (110 MPH) MAR U 4 1986 l/2 cwt I. CLEAR 'IBE CONSTRUCTION AREA OF ALL VEGSTATION•AND ANY RUBBLE LARGE i I Building & 7oninn (ISS, - •�;vn Did ENOUGH 'r0 IMPEDE CONSTRUCTION. 2. DENSIFY SURFACE OF EXISTING SOIL WITH A DRUM--TYPR VIBRATORY COM['AC'COR HAVING A MINIMUM WBICH'r OF 2QUL} POUNDS 7'0 EXTEND 3 FEET � I BEYOND LIMITS OF CONSTRUCTION. MAKE A MINIMUM OF 4 PASSES NORTH, TO SOUTH AND 4 PASSES EAST TO WEST. MAKE ADDiTigNAL PASSES IF ~® �+ FFIT REQUIRED TO OBTAIN A COMPACTION OF 95% OF THE MODIFIED DRY PROCTOR R!1/ i DENSITY (AS DETERMINED BY ASTM D�-1557) 'IN THE UPPER 12 INCHES OF 3 A SOIL. 7. REMOVE AND REPLACE WITH CLEAN FILL ANY SOFT' SPOTS REVEALED DURING r comm. no: _65 2°1 set no: COMPACTION. 4. VERIFY THE ACCEPTABILITY OF COMPACTION BY MAKING 3 IN-PLACE DENSITY dwg. by; TESTS ON THE COMPAC'IEll SUBCRAUE. 5. DENSIFY BOTTOM OF BOOTINO CUTS WITH 6 PASSES WITH A LIGHT VIBRATORY Ckd. by: FLATS COMPACTOR. CONCRETE content: I I. CONCRETE SHALL HAVE A MINIMUMCAS S'rRENLACGTH AT AN ACE OF 2$ 00X8 LI d 1 O LESS THAN THE FOLLOWING: CAST-[N-PLACE C!)NCRETI: -----3tltlO PSI. 2. A CONCRETE MIX DESIGN SHALL 138 SUBMITTED FOR REVIEW PRIOR TO CASTING ANY CONCRETE. AN AIR ENTRAINING AGENT SHALL BE INCLUDED IN 'rug MIX DESIGN. I / 3. ACI STANDARDS APPLY. 4. SEE SPECIFICATIONS FOR CONCRETE. TESTING REQUIREMENT'S. s �- a REINFORCING STEEL 5v ,_.,.,. ' + ' 3�r I. ALL REINFORCING BARS SHALL CONFORM T•0 AS'L'M A615 GRADE 60. s ' ROOF FRAMING PLAN � ;►, I. Z. WELDED WIRE FABRIC SHALL CONFORM 7'0 ASTM 0185. f 3. LAPS AND SPLICES SHALL CONFORM TO ACI S'T'ANDARDS. / _ f'7 f� sheet; PREFABRICATED WOOD 'TRUSSES P�B �]1• PREFhBRIGA'1'EU WUUD TRUSSES S1i0LI. BE DESIGNED FOH TH4 bUADS `� � �j f- / ( '✓V'�y'61y:�^Y INDICATED ON THE DRAWINGS. .., of Aii K E Y P L A N ir/eclk t. RINK/QUICK ASSOCIATES, RA, Suite 102 8651 Baypine Road Jacksonville, Florida 32216 (904) 739-2088 ❑ 2315 Myron Drive Raleigh, North Carolina 2760 (919) 781-0375 ' I architects/planners/interior designers � - 1- G1 ro ZF L ! It .-- n F1 I r ( -/Z— ^AW I r ► I i ^, � I CENERAL NOTES CN.NKRAL 1. CONTRACTOR SHALL VERIFY ALL DIME~NSIONS,AND ELEVATIONS RELATING TO EXISTING CONSTRUCTION BY MAKING FIELD HEASURLMENT8 PRIOR TO f� COMMENCING WORK. 2. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES FROM - - - DAMAGE. 0; 3. NO FLAME CUTTING OR WELDING WZI L BE ALLOWED IN THE CONSTRUCTION M s ll,, f ( I 4AREA. ..�.. , ALL TOOLS USED AT THE CO CONDITIONSON WILLSPTARKIMCLL BE AIR ELECTRLCALPTOOLSDBE i - I ONLY UNDER SPECIAL N. O E . O� _ �1'I'i� �),�I' E�l1 .r��,i/,�/, f ALLOWED AND THEN ONLY AFTER OBTAINING PERMISSION IN WRITING FROM 5. ALI. EXCAVATSO MATERIAL 6 CONSTRUCTION D94RIS SHALL BE KEMOVHD FROM IN AI PLANT & DISPOSED OF BY CONTRACTOR. up .� f � I 1 � � 1 �•��--� I X12 LIVE LOADS 1. DESICH OF VARIOUS ELEMENTS WITHIN THE STRUCTURE IS BASED ON THE ' \\ { ,+ i ! �; FOLG1AAXING LIVE LOAD IMUK TOTAL SSOILIPRHSSURE � 2000 PSF z q, �� I � t ROOF LIVE LOAD a 20 PSF BASIC WIND PRESSURE 24 PSF (110 MPH) FOUNDATIONS i 1. CLEAR THE CONSTRUCTION AREA OF ALL VEGETATION AND ANY RUBBLE LARGE ENOUGH TO LMPEDK CONSTRUCTION. / I 2. DENSITY SURFACE OF EXiS'TINC SOIL w1'Tfi A ARUM-TYPE VIBRATORY `•,+- .._.. / / ( �,\� i / `\ I i COMPACTOR HAVING A MINIMUM WF.ICH'1 OF2g00 POUNDS TO EXTEND 3 FEET CONSTRUCTION. MAKE A MINIMUM OF 4 PASSES NORTH TOTNA LIMITS EAST TO WEST. MAKE ADDITIONAL PASSES IF SOUTi ANT) 4 PASSES u �} REQUIRED-To OBTAIN A COMPACTION OF 95X OF THE MODIFIED DRY PROCTOR DENSITY (AS DETERMINED BY ASTM 0-1557) IN THE UPPER 12 INCITES OF / SOIL. G©/ ' �I�I�._.. .___�_ I I 3. REMOVES AND REPLACE WITH CLEAN FILL ANY SOFT SPO'T'S REVEALED DURING COMPACTION. \\ r \ I 4. VERIFY THE ACCEPTABILITY OF COMPACTION BY MAKING 3 IN-PLACE DENSITY TESTS ON THE COMPACTED SUBGRADE. 5. DENSIFY BOTTOM OF FOOTING CUTS WITH 6 PASSES WLTH A LIGHT VIBRATORY �\ ♦ // / `\ I PLATE COMPACTOR. CONCRETE 1. CONCRETE SHALL ITAVE A MINIMUM STRENGTH AT AN AGE QF 29 DAYS I10'T LESS THAN THE FOLLOWING: CAST-INCONCRETE ��-�300p PSI. P P R 0 V E 2. A L'UrICRE'TE MIX UESIGN SHAT[, BE SUBMITTED FOR REVIEW PRIOR TO THE UESIGNNCHETE. AN AIR ENTRAINING AGENT SHALL BE INCLUDED IN � KEEP THIS PLAN ON 108 MAR 0 4 186 3. ACI STANDARDS APPLY. n� ! / 1 �;+ �.. i' a� 1 f /j��. r :y S }� i,- !1 y,. ;/� I I I 4. SEE SPECIFICATIONS FOR CONCRETE TESTING REQUIREMENTS. REINFORCING STEEL `� �. �-'�' I ; Building & Zoning inspection Div. 1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. }uc!csnrrviil�_ lrarid� r<o v / �. I I I i I I I y a 2. WELDED WIRE FABRIC SHALL CONFORH TU ASTM A185. / 3. LAPS AND SPLICES SHALL CONFORM TO ACI STANDARDS. PREFABRICATED WOOD TRUSSES 1. PREFABRICATED WOOD TRUSSES SHALL BE pESIGNEI) FOR THE LOADS INDICATED ON 'TILK DRAWINGS. fjco9[ m. A:b fi ,-/ tlet 1 i ckd. by: content: Al �l 3i a A - 2 FOUND_ATI �� !�, � - -v, A , sheet: O N PLAN, ��� � .� l�� _� o l3 r � KEY PLAN qb,) of a a 9M1 y RINK/QUICK ASSOCIATES, PA,.,. ■ Suite 102 8651 Baypine Road `.. Jacksonville, Florida 32216 , I (904) 739-2088 Al ❑ 2315 Myron Drive Raleigh, North Carolina 27607 -- --- —� (919) 781-0375 architects/planners/interior designers- I I /4oN Pli -i 2r r-1 w Ig1M, i' I '1 Z XF ' 1� 4 � t z i - i7717 I i�7,4h4 1c f Y oz L4, - F604 b r � ' Y I .. J..: 4. lig— W" NOTES ,725 4 1 1 I. CONS_ .�3FfA q AIS? d1lt8H$IONS l D BLEY4ITIOliS,. O a ' +nuXuBTsYK� R/�1)NS &UQON BY'MAl(IN4i':iIB SUFifP$ .SV!+i+a��r 4+1�•`Rl� H' r, . "*. .r �4 S, { •, !`} �'k,'�a• J:�'�y '1 ' ,2 •t 2. COt RACTOIt SW T�.'VAMM 67SE8'[INQ SYB[}4 4f8 $ %►ras [ 1I.I IK FIIQ�i• J� �. �+("� _ I 3. tiq F xNG'..O* VILD,N w LI, aB AT. UwFrI1?ski T `CONSxRyCT#O , � r pp� BBD AT T� ON TA G'IK04� sI S $ fI 0F8 ,1C1QIkr � I '1 ONLY,ufW y @ r CO�I�x'f HWILA' �tx � �c�:�a0gr s Aa � p ii lau 'i'II.iGI� I i I.LoWO XOO Tjj@14�'6.. 'AFTJR b�Tax�tse c x#s o Y xxY ta:' sQ�t BCM: � xa �s�a��or,-o�xg�>:�.coN 'r�ucrxpc� b�A�s���N.4la� t, V@u ��.o►� , GOUT 014 1.I,YB LOADS date:IrIE" r 45si/4P 2-26 446 R.$.$xR�1 0 VA�t1ouS $ 10611TS F�tTNIN TH$...8 (�v4` UB�. I B/�8$I Ot>j'Tilt I r fiA�[IUIM TO AIS',691'M is dRs >� 2000 ,Y11 , i f I I I aoOP Ll. LOM 20.:P.P K * #� x �w ,SiM I � i ! f a��C . 0 ��as5�as � �4�-P8� t'kIq ItRH - t. GL'$A.R TIiE; CI�NRTROCTIOH ,aUA OF ALt, Ysy'&TATION AWAV,,�!U$a�.a --- &NbuGm, TO, @ 16 HS Ott* 2. "D6N$IFY SU�H QP $X38'IYNG $OIL WITH A AflUlk-IYP$ V,I$Rl�7QR7 ACxQR'Hi�4TAG Alt�xtillNrl "�QH, p® �qq0 �AUNA� Ip..@x�tkNU: � Fist OPOND I.94% Of CORMOCTIQq. MAKE. A:lklttiftitl!£ 08 4 ° s>#sB No8T1i TO 5qU M4`4 PASS 't; BAST TO wX4T. MAk&AD41gx0NAL MON' Ir / r/ �l I {tKl�1►ip 0, OSI'l{iN A G0llPACTIdN OF 93 ;Oki " 1 6t I$!D PRY.PROCTOR / I q@HSIT`L' f A . DSTB.RMINEA 9Y A5TM D-1557? IN THE UPPSk I2 'INGIiES AW BOIL.. RBpLAGB'WITH CLEAN WILL AW SOFT SPOTS'RI#XRALBO MIRING 4. VERIFY T11S ACCSP.'CA811:ITY OP COFfPACTIq#i BY' MAKING 3 1N-FLAG& DENSITY / / f ' @SIS OR THE CAH2ACT6 SUBGWR'4 I i I I 5. p@NSIFY- BUTTQF! OF S40TING CUTS WITH G PASSES WITH A LIGHT X am-I4RY O PLATS COMPACTOR, 4 " I GgNGRSTE ti . � �� � / ---- i,� I. CDN.4T@ET@ SNAt.i. HAVE A MINI" S�RSNGTH AT AN ACE OF 2� DAYS NOT 1.398 THAI} THE FOLLOWING. CA,T�IN-'INCoNCUTZ y-•-^^1000 RSI. ' ( , I I 2.' A C00UET •;HIX b�41GN SHALL 9'F, SU$y1TTND POR REY111W t'E<10R 4Q R 0 V f < CASTING �,�GN�CRBTB. AN AIk aNTItAIr11N(3 �BNT BHAI.L $6 xNC1,UnLD IN t' KEEP THIS PLAN ON JOB 3. ACT S'IAHdA8A9. APPLY, 4. SSB SjSOIPICATIOiS FOR CONCRETE TESTING RSQMEMEN'IS. MAR 0 4 1986 RX I N PORCI NG•:11TB$I, �ar� vel�2 �� a. tze lµ� �� I i ��+ vj4�, ^ I Building & Zoning Inspection Div. I. Ai,L RBI400BQING BARS.SHALL GONFORlt. IQ`A1;TW A6'I5'GRAA,eq. lac SonviilA. Fiaridl 2. LD@r� w ft'd zP $NAL+ CONFORM, Tb,ASTH Al{{� 4 I I I I 3. LAPS ANR°SPLICSS SHAH. Cg11I'gRi!'TO KCI.'TANAARAS. • I ( ( I PREFASRIGATBq,400a TRUSSES 1. PRZFABRICA'CB ;000 TR SSSS. SHALE. OR p$SIGOI) POR 11tO IAAAS. / ��{• 11) 4 INDICATE 'UN ?115'DRART4,9.S. (/� �� _. coom. r"r�i:6 A� flet r� � ckd, b rs : y; 1� content: _ # 2 -Ali,- ,- JE S Js FOUNDATION ' P L�A N ���'`�� �-CSV' 0 l�5� � y AV 1 sheet � � I. Y p � AN � Vt�; of RINK/QUICK ASSOCIATES PA, ■ Suite 102 8651 Baypine Road Jacksonville, Florida 32216 (904) 739-2088 ❑ 2315 Myron Drive Raleigh, North Carolina 27607 2 (919) 781-0375 q architects/planners/Interior designers —77 f - `� V2 G 17 X rt.'('W L OV of -- 2X61- (V 16 a, 6. , i' A A.T -z4 1'0,( (0"64 I aM(A AT" tall ovew r.'. ✓ f �X tr �4r.7�"'•ldf�lT"� C#7 itv�r�oi:� � ,, a ,y � i��+ (vff/1'� 141 V`1n• �7� — .. n�k t "ya�...��s �'i$� n���•��' rrq .`w, x/, .4x4 WV00 - _ *� �_,, X . e !4j'-S A7 tY ti -- --- i a �Wq LAY tr K EPPH R P AN ON OB a ' { MAR 0 4 1986 3uilding & Zoning Inspection Div � )ark�ar.vill^. Fl�ri�1� coon. rS:dts1 Bet n i dwg. by: ckd. by: I-►I�,l r � 110-*jrI s content: OO 1 VA FLR FFRAMING. PLAN, ;� p�� F�� �� ��� � � ►�. p b sheet: , F . . Y PLA � Of ° t RINK/QUICK ASSOCIATES, PA, W xy IN Suite 102 8651 Baypine Road Jacksonville, Florida 32216 (904) 739-2088 ❑ 2315 Myron Drive A 4— Raleigh, North Carolina 27607 (919) 781-0375 architects/planners/interior designers ;P f � — i fk �lfwTr �f 7q'1 1� '! •'�S4�•-C: R _i, wr211 1 99 p \ �' a` ti �i. Ot�1 f�'I.I�r�. F' ► T"I-tl t tz , E , ��C, � �►� LIMA ; � �I� t.l�l� ro'4 date:P 4AC -L4'64r is I 1 12, y, r t1a�t az VA ac, IF `- � p r t K} itis .�3 P� lei Q 'f KEPT HIS PLAN n�, �B � MAR 0 4 1986 .fI� o\ � . .�-__"____ ;,4� � -. Building & Zoning Inspection a 1I Finrit'a h YY� { comm�o: 2� seo: Tdwg, by: ckd. by: content: ROOF. FRAMING PLAN A - 3 �b sheet: Y4 W9Y PIAN ot a z. RINK/QUICK ASSOCIATES, RA Suite 102 8651 Baypine Road Jacksonville. Florida 32216 9041 139 2088 ❑ x'315 Myror Drive F,'(-;leigh North Carolinas 27607 (919) 781-0;175 architects/planners/interior designers N ` I I I I I I � � N 83p 5WOE E ^' 50.0' N 850 58' 12„ E E J o Ljj I i 1co �w I o 1 l oN 0 � w� � I � / \ � � o l i Lo Lb I Q _ \ _ � , ► I o cou E1-STORY m l l Z O 3 GOA I O BLOCK & FRAME Z DWELLING t9 I I �� �-( I o I I 11 ^,AW �.. o I V F �. X — p'�0IL) ., z c), C'014 S 830 58' 02"W 50-011 \ \ I �0.4Z7 SHELL STREET \ =° FTI Q \ 1-- STONY (9 CONIC. U) I I ( 40' R/W) / �0 v oJE FRAME CLOCK SHED GARAGE � I 1 TO e)E DEM01-15HE D TO BE I to DEMOLISHEDLO 1 ,late I 0 I I 2 " STORY t ( I ►� FRAME 8$ 0 I Is S LP e>LOCK to DWELLING FEB 2 8 1986 I�r I I CONNELLY & WICKER, INC, 1 S 840 58' 02"W 148.51 I I --- �'�J DEWEES AVE. (2)0' R 1W) A P KEEP THIS PLAN ON JOB MAR O 4 1986 iing 3uildi ga kwV111 inspection n ° ' 3 A = ' ,rnm r.c�6Set nc� rw,a rw I K t ,r lent DEMOLITION PLAN /1 Srleet, lvrl . 1 Z� 2' f i RINK/QUICK ASSOCIATES, RA Suite 102 8651 Baypine Road Jacksonville, Florida 32216 (901) 739-2088 ❑ 2315 Myron Drive Raleigh, North Carolina 27607 (919) 781-0375 architects/planners/interior designers WW � I I lZ,O3 /z.¢ /2.00 ----►-►--- /z zs —,�-�' �z,p2 � ��, G i cdEKE ' � � � � CURB FOr�OrPA//�/f�6E• � �.(�''�' I "F/oTec. 41, z� I IN IN I 'IN Cs fF�"G, .3. 75 W .� " P� / / 2F /3,Z 20 FOR STORi1'! sewerR PROS/LES SEE SHEET C-.3 �-� f 5 Y . .�Ck``y,� e /3, 75 m I date: _ FE - I '0 oa '.a " I izw / 45 ,ee 7r�� A��; I I iivG CONTOUrz R 0 CG EAN A/Y /G ONV O/rQ,5C T/ON ARROW �� s o uHiF �?M T o FF. � � ---- � KEEP 1'H15 PIAN ON IDB EFFE[TivE 0R. 1W S!'ZE D.Z TO 0,,56Af I —j i� �x�sr. SPOT E«trAT/f�i�./ MAR o 1986 AleTER AW$Ric / / I I juiiwing & Zoning Inspection Div. ' I I taGicsanviliP. Randa FQ,Q.T. COARSE AGGREGATE ` _ I Com ncb #1 no: N4. Ca ( 7 eo6 OR 7 I dwg is _ I ckd. by. (U/1/Q6'e,ORIVIV 49,15rA16 -- — content: SITE PLAN c sheet: i ✓` of `V� IIN I I PAVING AND DRAINAGE NOTES: �1 nI II GENERAL DOTES: 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND \\ X rrI I PROTECTING EXISTING UTILITIES AND STRUCTURES UNTIL ALL 1 . ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CURRENT CITY SrL1BS CONSTRUCTION IS COMPLETE. THE CONTRACTOR SHALL REPAIR OR OF JACKSONVILLE STANDARDS AND SPECIFICATIONS. (�I�fK; UICK ASSOCIATES, P.A. �X�S'T C `G. r I �PLL/G� O )�d•�a L_-- /7r� sr���r I J �- PAY FOR ALL DAMAGES MADE TO EXISTING FACILITIES AND r it a ri STRUCTURES. 2 . CONFECTION TO EXISTING WATER AND SANITARY SEWER UTILITIES 6; O�lG�� �� "''/2 SA•c� S �v @� _ _�_�'` '�- �7r�,1 S'r� �r SHALL BE SCHEDULED WITH AND MADE UNDER THE SUPERVISION OF ® -,ulte ' 8651 Baypine Road CSC. 'C. - - _ �- - _ 2 . ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO THE CITY OF ATLANTIC BEACH-DEPARTMENT OF PUBLIC WORKS. KkSc uwlllE' FIonOa 32216 11 / PREPARATION OF SUBGRADE. n f'c' 2088 A.- SHOVqN 3 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. 1� 1( �x�257 1 I -- �Q��. I I 3. ALL EXCAVATION SHALL BE DONE IN A MANNER TO MINIMIZE WATER Drive TURBIDITY AND POLLUTION. THE CONTRACTOR SHALL BE 4. EXITING TOPOGRAPHIC DATA FROM A SURVEY BY BOATWRIGHT LAND f� `" ffV� �r SURVEYORS, INC. -- JACKSONVILLE BEACH, FLORIDA. + ;'eiq' wcirth (_arohnc7 27607 N I I z8' RESPONSIBLE FOR THE PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION IN ACCORDANCE WITH CHAPTER 17-3, V I I 5 . PERFORM ALL CLEARING AND GRUBBING, EXCAVATION, FILLING, a I I q FLORIDA ADMINISTRATIVE BACK-FILLING AND GRADING INDICATED ON THE DRAWINGS AND AS h tF t5/��ir if !'iF?f5/interior r�P.SIgr�F?", li% �� \ 4. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH NECESSARY TO ACCOMPLISH THE WORK. TYPICAL SECTIONS AND DETAILS SHOWN ON THE DRAWINGS. 6 . EXCAVATED MATERIAL THAT IS SUITABLE AS DETERMINED BY THE X I I� 5. THE OWNER SHALL EMPLOY A TESTING LABORATORY TO TEST ENGINEER, MAY BE USED FOR FILLING AND BACK-FILLING. OBTAIN COMPACTION OF FILL, BACKFILL, SUBGRADE AND BASE. PAYMENT ADDITIONAL MATERIAL, IF NECESSARY, FROM BORROW AREAS �► I I I� v FOR ALL TESTS WILL BE BY THE OWNER. ONE TEST SHALL BE MADE DESIGNATED BY THE ENGINEER. IN ACCORDANCE WITH ASSHTO T-180 FOR EACH CLASS OF MATERIAL. v) I IN-PLACE DENSITY TESTS SHALL BE MADE AS THE WORK PROGRESSES. UNSC]TTABLE MATERIAL ENCOUNTERED DURING SITE EXCAVATION OR APPROXIMATELY EVERY 300 C.Y. OF FILL AND BACKFILL SHALL BE G� 7IING OPERATIONS AND AUTHORIZED BY OWNER TO BE HAULED FROM TESTED. APPROXIMATELY EVERY 500 S.Y. OF SUBGRADE AND BASE SITZ' SHALL BE PAID FOR BY CUBIC YARD PRICE (TRUCK TICKET SHALL BE TESTED. MEASUREMENT) . UNSUITABLE MATERIAL IN PAVEMENT SUBGARDE i I I lG / SHALL BE REMOVED TO A DEPTH OF 3 FEET BELOW CENTERLINE GRADE 6. PAVEMENT SHALL BE SAW-CUT AND REPAIRED PER CITY OF OF �3UBGRADE, AND 2.5 FEET BEYOND EDGE OF PAVEMENT. BACKFILL WITF,1 SUITABLE MATERIAL. JACKSONVILLE STANDARD PAVING REPAIR DETAILS. ` � '� ��•� ° 7 . EXCAVATION LIKELY TO DISLOCATE, DAMAGE OR IMPAIR THE 7 . EXISTING CONCRETE DRIVEWAYS SHALL BE SAW-CUT AS REQUIRED i I DURING CONSTRUCTION AND RECONSTRUCTED TO EXISTING CONDITION STRNONL�1CNGTH AFTERFOTHER ADE4UATETRUCTURES PROTECTIONLHASDY IN PLACE BEEN PROVIDEDALL FORBTHEDON� IX/ST POGvrQ �X/ST �ri ryCQ/QA�. s!• ��� /�lljj/> OR BETTER. PLACE STRUCTURES. I I f dG� �'r�GE. Gf/.4T�iE' ¢ X¢•r7�� 4¢X 2�'i�EP. ;�• .r W /sem' 8. EXITING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE GVx �r/ � ONL)f, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE -- - —= -- -- -- - � � �^- -^-= - - --^ ^ ^- ^ _ AND VERIFY, IN THE FIELD, THE HORIZONTAL AND VERTICAL _ LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER rL OR NOT. ,e� erp'—f"'5R,xl ~^ �r CLEAR AND GRUB TO REMOVE STUMPS, ROOTS, TREES, VEGETATION, /T S�/��L I �✓ �`� ,j �/ � @Q,�j a ORGANIC MATERIAL AND OTHER OBSTRUCTIONS TO THE WORK. GRUB AG L v�A.C/ A�Y .S�Gt/�•� � oc/G. C 0 OUT ALL ROOTS LARGER THAN 1/4" IN DIAMETER, MATTED ROOTS, AND OTHER ORGANIC MATERIAL AT LEAST 12" BELOW THE SURFACE, v O v II �W WITIjIN THE GRADING LIMITS SHOWN ON THE DRAWINGS. CON7rRACTOR SHALL DISPOSE OF ALL TREES, ROOTS, STUMPS, � UEBTRIS, ETC. , AS PART OF LUMP SUM CONTRACT. I Q4( 3 V NN IL q %y Q �' z R o LL W Q /� I � Q� I I v \ S�IiU @ d-z'c rr �X• .R [�, Q, NJNJ I ISWI1 v rN � UF r I / r Mc dX �r � � _.�. V 1 U rr i ri � r/ /5 �v r.4Pf ru I W W zo X�v rE � -8 7D -8 hr54 r,../ G:� ,vr-Ico t/,c/I�,v o 41 Z v „ 427- 7 7, Vc�/ = /o 8z . I o� V ,► �° N N N ,, � � I N i ti N a lkj z '' u�S ' n �vAr� w °A /z5 =8''.s'� a� �i3'-B,,.S' ,v �o•�% C'.ulP 'Ill / ,8„meq GD.�o zza'- 'SSA KEEP THIS PLAN ON JOB ea p MAR 0 4 1986 3Uilding & Zoning inspection Di\ JarRwvili0. Ftnrid' a I 1 ,. �t nC , PLAN & Ss Q I.�G. titi � � � � � o � om ; •GPt �I it i,” ►I u• ►I '`J `�J � U` �► 'i' d 11 i1 It �1 11 "" � i1 ►� J � �f qcr4 /+V, i WATER MAIN Bc+IB"MAX. Bc+I B"MAX. Bc+12 MIN. BC+12 MIN. Bc CAREFULLY COMPACTED BACK FILL 6"PLAIN END NIPPLE `STANDARD SHEETING SHEETING 2 SEE HYDRAINT MECH. JOINT TgE O I' SUMP DETAIL USE 3/4"NUTS BOTH SIDES SIZED AS REQ D. / 12� / 12 °0000 ° �000p0j OF JOINT (TYPICAL) 0v 00 $00 00 J �° 00� r�r U)N 1 / or° ro 0 1/4 BC 00 0 4 MIN. 000 0 O I (-MECH. JOINT po ° ve°r°°0°°°R2 L ® o$0 0o Y w @ ° I 6"- 90° BEND I SUITABLE BONDISTURBED SOIL O 0 a COMPACTED GRANULAR MATERIAL o y°o0b o°;e O I I 0.5 BC V 00000°o° o°oev° I I MECH.JOINT °° 2 °o° I- --- -- -- -� 6"GATE VALVE HALF SECTION HALF SECTION HALF SECTION HALF SECTION 3-WAY FIRE HYDRANT 3/4"-COLD ROLL STEEL ROD- SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH 2'- 8 CUT a THREAD AS REQ D. (TYR) TYPE I TYPE II W r - � f-- \11PUMPER NOZZLE TO FACE Z OF PAVEMENT SHAPED BOTTOM WITH COMPACTED GRANULAR BEDDING GRAVEL OR BROKEN ROCK Q FOR DRAIN SUMP x1 1/4" SQ. NUT (TYR)FOR BACKFILL COVER GRAVEL WITH 2 CLASS tl B'1 30# FELT =Go 0 v z FRANGIBLE FLANGE TYPICAL BEDDING DETAIL 0°0.00° �a'O -, ° 0 000000° I - x o°° o ° 0 O 0 jo° _ pp tD a -� N:T.S. 0 I FINISHED GRADE m A5° LHYDRANT EXTENSION VALVE WATER BOX _ w AS REQb FOR ADDI- °. . a + •0 TIONAL DEPTH. z C00 0 o • ° 00 0°0a , po 30"MIN. O Z $° .°o o°0 0. - PIPE SLEEVE AS REDID. M v'. U a°°°o • 0 u•° W r-� 1 ID ) °o�°n°°° - • r eo°eoe°oa 0. e°e° °� I I M •° .. � � �. 4 I I a • o � _ z 1/2"MAk �. LEAVE DRAIN I I HOLE OPEN I 1 + � 12 6 LARGER PIPE 24 MIN. 18 MIN. I • 3/4"ROD-2 REO'D.(TYR) ° • a• v• 10"a SMALLER PIPE 18 MIN. HYDRANT SUMP DETAIL A A SIZE TEE CU. FT. SIZE PLUG CU, FT. N.T.S. TYPICAL LIMITED SPACEC I D CONC. FIRE HYDRANT INSTALLATION 6" 10" 12" 3.5 6" 10" 21" 2.6 8 13 16" 5.4 8" 12" 29" 4.5 N.T.S. 10 to 16" 20" 1 9.4 Ip" 14 36" 6.9 12 1824" 16.6 12 16" 41 9.0 1422" 27" 23.2 14to 18" 48" 12.3 16" 24" 30" 28.6 Ifi1. 20" 54 15.2 AJOINTTEE d y' THRUST BLOCKING2D qNOTES : r + 1. ALL BEARING SURFACES Tb BE CARRIED TO UNDISTURBED SOILPIPE 2.THESE TABLES SHOW MINIMUM SIZE THRUST BLOCKS FOR GOOD SOIL. (AI THRU A3. CLEAN SAND AND GRAVELS). - STANDARD MECH.JOINT TEE 3. POOR SOIL(A4 THRU AB SILTY SOILS, CLAYS, MUCK AND PEAT) WILL REQUIRE LARGER--THRUST BLOCKS SIZED A5 REQUIRED ,3/4'�COLD ROLL STEEL ROD CUTAND THREAD AS REQUIRED (TYP.) MECHr��_ �- j Ae 3/4 THREADED COLD ROLL STEEL ROD WITH NUTS a WASHERS (TYP.) LENGTH AS REQUIRED 6"PIPE ❑ 6� PIPE i O I m I8 1 •. VALVE BOX 8 COVER I I - ° a + 18"XI8" SQ.CONC. COLLAR MECHANICAL JOINT I I 1 _ 1 FINISH GRADE GATE VALVE WITH MECH.JOINT - --� ti a a. v , BOX AND COVER fi GATE VALVE L J d•~ a m ° Cn , USE 3/4"NUTS BOTH SIDES ? o 3/4", 90 THREADED I/2 MAX. z EYE BOLTS WITH NUTS OF JOINT (TYP.) a a as ADJUSTABLE VALVE BOX EE HYDRANT SUMP DETAILP 0 t •' 'a•1: w WATER MAIN e o J GATE VALVE .•' < 12 & LARGER PIPE 2.4�MIN, a � NOTE: 3-WAY FIRE HYDRANT P' ;' 10"B SMALLER PIPE 18"MIN, M d FIREHYDRANTS SHALL BE INSTALLED TWO LENGTHS OF BETWEEN BACK OF CURB AND FACE 1 1/4" SQ. NUT(TYR) SLIP JOINT PIPE OF SIDEWALK EXCEPT WHERE CON- PUMPER NOZZLE TO A A DITIONS AND OR REGULATION PROHIBIT. FACE PAVEMENT x a 3/4"THREADED COLD ROLL ' CONC. THRUST BLOCK STEEL ROD WITH NUTS AND FRANGIBLE FLANGE - x z (v SIZE 1/4 BENDS CU, FT, 1/8 BENDS CU. FT. 1/16 BENDS CU. FT. 0 LOCK WASHERS (TYR) � Q � (LENGTH AS REQUIRED) n AB CONC. A B CONC. A t BCONC. NOTE: ALL BELOW GROUND VALVES REQUIRE SOCKET CLAMP WITH SOCKET FINIS11 HED GRADE WATER VALVE BOX 6 16 101 3.2 91' 10' t 3.0 6 8 1.3 VALVE BOX. CLAMP WASHERS (TYR) _ W 8of„ 22 13 to" 7.2 12' 3 11 1 't 3.7 B' 2 „ lo„ .1 TYPICAL DETAIL t- HYDRANT EXTENSION 10 26„ 17 11.5 14 17 5.9 10 13 3.6 z REQUIRED FOR ADDI- A TIONAL DEPTH 12" 29" 21 21.1 1 6� 21� 8.6 1 1 16� `'6.6 Y A LV E AND 8 O X z M- H u �� N.T.S. � 30"MIN a 140 35" 24" 29.8 19" 24" 14.9 12 20 8.9 PIPE SLEEVE -- 10 11 16 38" 27" 37.8 21 27" 19.1 121 24" 11.2 PLUG ANCHOR STRAP MECHANICAL JOINT PLUG 1Q 0 AS REQUIRED I I 2011 It I b o 1 I NOTE: I IN A STRAIGHT RUN DEAD END 4 0 INSTALLATION THE VALVE SHALL BE 1 1 NOTES: 0 I TIED TO THE NEXT UPSTREAM PIPE + J 1• ALL BEARING SURFACE TO BE CARRIED TO UNDISTURBED SOIL. JOINT WITH SOCKET CLAMP AND 3/4"ROD-2. REQ D.(TYR) LEAVE DRAIN TIE RODS. 2. THESE TABLES SHOW MINIMUM SIZE THRUST BLOCKS FOR GOOD SOIL. HOLE OPEN (A-I THRU A-3, CLEAN SAND AND GRAVELS) 3.POOR SOIL (A-4 THRU A-8, SILTY SOILS, CLAYS, MUCK AND PEAT) SECTION A WILL REQUIRE LARGER THRUST BLOCKS. TYPICAL DEAD END PLUG TYPICAL FIRE HYDRANT INSTALLATION THRUST BLOCKS N.T.S. N.T.S. N.T.S. N P P R 0 V I KEEP THIS PLAN ON JOB" LIAR 0 4 1986 Building & Zoning inspection v. )arksonvilip. MY!& �r 4 . FEB 2 8 1986 CONNELLY & WICKER, INC. 0 1C /V Project No. : 8607-1 Drawing Designed Drawn OCEAN GROVE - WATER DETAILS +� Scale : NONE Checked SEMINOLE BEACH, FLORIDA Date 2/27/86 O. C. No. Date Revlslon By Reg. Engineer Sheet Of 6" O.D. 6" PIPE -2"PIPE CAP b r• x x 2"CLOSE NIPPLE �, T FULL ENCASEMENT 2"-90•BEND �� �� i7, i6 e� 14j 4 RR METER BOX BROOKS NO, 37 LOT LINE •' •��r x �q/N a WITH NO. 37-T T AFFIC COVERCAST OR EQUAL R/W LINE 2"GATE VALVE, FEMALE ENDS 4-04'-0~ 2, X AND STANDARD PIPE THREADS 8 �. WATER MAIN r2"GALVINIZED - 4 Q• SANITARY SEWER io STEEL PIPE (TYP.) — 6 2"CLOSE NIPPLE 1 9 O in 'n SAND CUSHION 2"PIPE PLUG 2 VALVE WITH BOX AND COVER `�r� h'J_ - 6 V - FINISHED GRADE 5 4 ` • Y LONG SINGLE WATER MAIN J i j2i `sl-¢ (DOUBLE AS DASHED) FINISHED GRADE FULL CONCRETE ENCASEMENT 2 GALVINIZED N `3� "-- 2500 P.S.I. CONC. STEEL PIPE(TYR .41 �4 �� I4N co -- L- , ��. AL •*� Lt PLAN _ s, c¢ —r r�— --- — , �.._ 1 �. (DOUBLE AS DASHED) ��J~7)q " x FINISH GRADE10'-• O 10'- 0x TAPPED WATER MAIN �a° 'o° °o �0 ° ° ° o° •1n O ° °►2"-90°BEND • oCRUSHED ROCK0 0 0 OR GRAVEL BELOWNOTE °, ° BOX. a� o° SWING �� �� SWING FOR POTABLE WATER LINE CROSSING, 11/2" pIA, AND LARGER. v o°°° ' �°• o .>WATER MAIN SHALL BE LOCATED ABOVE OR BELOW ENCASEMENT AS SHOWN ° ° ° °° °` •• °`�ON PLANS OR AS DETERMINED IN THE FIELD. USE ENCASEMENT WHERE o °o °�: °°o;n°+ 10 13 WATER MAIN VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS ° ' THAN 18 INCHES. ELEVATION SHORT SINGLE FOR ALTERNATE 2'L 90'BEND (TYP) (DOUBLE AS DASHED) (DOUBLE AS DASHED) CAST IRON OR DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING, WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS TEE OR TAPPED COUPLING P. V.C. MATERIALS AT A MAXIMUM DISTANCE FROM THE WATER LINE. WATER MAIN I I 1/2"Sx$xS TEE 8 3/4" CURB STOP 2 I1/2'zI"SxFPT BUSHING 9 3/44" P,V.C.NIPPLE SCH 60 TYPICAL ENCASEMENT DETAIL ABOVE GRADE FLUSHING HYDRANT BELOW GRADE FLUSHING HYDRANT 3 I"SxMPT90° ELL 10 1V2"SxMPTADAPTOR N.T.S. N.T.S. (TO) BE USED ONLY IN AREAS SUBJECT TO FLOODING) N.T.S. (TO BE USED ONLY IN AREAS N.OT SUBJECT TO FLOODING) 4 4-1"SCH 40 P.V.C. PIPE II I V2"SxS 900 ELL 5 1" SxS 900 ELL 12 1"SxFPT 900 ELL 6 I"x3/4d'SxFPT BUSHING 13 I"SxMPT ADAPTOR CASTINGDIA.PIPE 7 &f4 12"P,V.C.NIPPLE SCH.80 14 1"SxS 90° ELL (SEE NOTE 2) SEE NOTE FOR THESESKIDSSINGLE / DOUBLE WATER SERVICES ANNULAR SPACE SHALL o REMAIN EMPTY SEAL BOTH N.T.S. SCHEMATIC ENDS WITH 12 )NCH THICK PAVEIMENT METER BOX a COVER STEEL CASING ° ° CLASS "C" CONCRETE PLUGS. (SEE NOTE) PIPE, WELDED CWRB 0 0 BELL OF CARRIER PIPE �. ANSI STD. A-21,51 CURB STOP 7e CONNECTION TO 13E DI=DIA. OF CARRIER PIPE 2�� MIN, CLR. °D MADE BY PLUMBER SECURE TIMBER OR METAL SKIDS METER 0 M CARRIER PIPE AND CASING PIPE SIZES (MIN.) WATER SERVICE LINE UNDISTURBED SOIL CARRIER PIPE NOM.DIA•(Di) 4 6 B 10 12 14 16 18 20 24 30 _ CASING PIPE NOM pIA.(D2) 14 16 IB 22 24 30 30 30 36 36 4822,5• SET METER ON UNDISTURBED OR COMPACTED SOIL R.R. X-ING WALL THK,-IN. 0,281 0.281 0.312 0.375 0.406 0.469 0.469 0.469 0.625 0,625 OL25 HWY X-ING WALL THK -IN, 0.188 0.188 0.188 0.188 0.188 0,250 0.25010.25010. 0.250 0.312 !DISTRIBUTION MAIN - WATER MAINS CROSSING NOTE: 5/8 , 3/4" B I" METERS SHALL BE INSTALLED IN ��BROOKS"N0. 37 W/NO. 37-T CAST IRON TRAFFIC FOR RAILROADS OR HIGHWAYS COVER METER BOX OR EQUAL. NOTE 1 1/2" a 2" METERS SHALL BE INSTALLED IN BROOKS" NO.65 W/N0. 65-T CAST IRON TRAFFIC 1. MIN. COVER TO TOP OF CASING; (a) RAILROAD-5.5' TO BASE OF RAIL,4.5' FOR SECONDARY COVER OR EQUAL. OR INDUSTRIAL TRACKS, EXCEPT FOR F.E.C. R.R. (SEE NOTE 3), 2 THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OR COUPLING. HOWEVER A MINIMUM OF 6 INCHES 15 REQUIRED FOR FLORIDA EAST COAST RAILROAD CROSSINGS. TYPICAL WATER METER INSTALLATION 3. THE MINIMUM FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET N,T.S. BELOW THE BOTTOM OF TIES FOR ALL TRACKS. 4. TWO OR MORE TIMBER OR METAL SKIDS SHALL BE SECURED TO THE CARRIER PIPE WITH STAINLESS STEEL BANDS, CLASS C-301 OR C-305 SKIDS SHALL BE OF 4'-O"LENGTH LOCATED ADJACENT TO THE BELL END AND AT THE MIDPOINT OF EACH LENGTH OF CARRIER PIPE FOR PIPE SUPPORT, 5. IN ADDITION TO THE SUPPORT ARRANGEMENT OF TIMBER OR METAL SKIDS THE CONTRACTOR SHALL PROVIDE 4-FOOT LONG SKIDS FOR EACH LENGTH OF CARRIER PIPE AT THE SPRING LINE AND ON TOP, ADJACENT TO THE BELL END OF THE PIPE DESIGNED TO PREVENT LATERAL OR VERTICAL DISPLACEMENT. 6. ROTATION OF CARRIER PIPE INSIDE THE CASING PIPE WILL NOT BE PERMITTED MECHANICAL OR FLANGED JOINT PIPE SHALL BE USED TO HELP PREVENT SUCH ROTATION. C.I./D.I. M.J.BELL 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING OF CASING AND CARRIER PIPE RETAINER GLAND JOINT RESTRAINT SYSTEM INSTALLATION FOR DESIGN CONSULTANT APPROVAL PRIOR TO FABRICATION OF "EBBA IRON" SERIES EBBA IRON" SERIES 1500 PIPING, C-STING AND APPURTENANCES. 500 OR EQUAL OR EQUAL TYPICAL CASING DETAIL93 '[)%�—PV.C. PIPE N.T.S. P,V.C. PIPE P•V.C. PIPE BELL END SPIGOT END TYPICAL RESTRAINED TYPICAL RESTRAINED C. 1. TO P. V.C. JOINT P. V. C. JOINT N.T.S. N.T.S. P P R4 V B KEEP THIS PLAN ON 100 MAR 0 4 1986 duilding & Zoning inspection Dig )a*."Onvillm ►►nriA� o 5. ISO")S: FEB 2 8 1986 CONNELLY & WICKER, INC. 1660 0-ni9e:A/ rheckeed Project No. : 8607-1 Drawing OCEAN VE GROVE WATER DETAILS scale : NONE I SEMINOLE BEACH, FLORIDA �1 Date 2/27/86 No. Date Revision tBy Reg. Engineer Sheet C--5 Of MANHOLE FRAME S COVER FINISHED GRADE MANHOLE FRAME-_ FINISHED & COVER GRADE GROUT MANHOLE FRAME FINISHED GRADE a COVER GROUT a ;III�!ulll_u Ill III-111=1 SAI;- 1= In VARIABLE I�nr 1111i1Irllu Ip�ABRICK =Ill Ili�lll�lll�llt� Frll— �Il' GROUT III-III - -III�11,�111� VARIABLE FINISHED ~' BRICK MANHOLE FRAME r,1 � ADJUSTMENT 111• 1��=11f=III ADJUSTMENT GRADE 8" (GRADE MM) 11�u1�d =�l'=nl mew-ul�,I_lilIlli 81 COVER sur nl=lu�n=�1= r�lxl�l VARIABLE =1111 (GRADE MM) 2'- g" r I' 12"NOMINAL In�u1 ISI—,II BRICK 8 III 12"NOMINAL .• 18" MAX. lu til F= r: , . GROUP ADJUSTMENT 2'_ g' I8"MAX. (GRADE MM) 111=1 =Ill= VARIABLE ,'/� - 111,III�lll�fll •_—IIJ�I11�111 a III 12" NOMINAL . -111=pr�ur= BRICK 111 V D ;111 x111 Ill=ill_ d I. Ilr iA" MAX. �.• cul= �jI/ ADJUSTMENT •/ I %• 111 Illy _(GRADE MM) ` I lirli NOTE: III B 12"NOMINAL ./ I / 1 �• 2 - 8„ 4 I q 18"MAX ION FITTING OR APPROVE[) •, Y TYPE'�B"M.H. MAX. INFLUENT 10' PIPE 1 }• I r ��� FERNCO PLC TRAN51 - a � � . _� .�/.• ,• I � /" 9," EQUAL /EMBECO NO. 167 OR PRECAST ECCENTRIC NO-381 MORTAR ° EMBECO N0. 167 OR N0.381 I CONE SECTION AND 1 C.I. OR D.I LENGTH AS REQ•D. U TONGUE + / • !M 5• ''� 4'-0 DIA. W/ PVC DROP I I NON- SHRINK , OR / SIDEWALLS PER ) ' MORTAR NON- SHRINK , . STANDARD C.I. OR D.I. /, , THOROSET (RM) GROUT Id ASTM C478 REINFORCING - . ` 5�-O" DIA. W/C.I. DROP 1 THOROSET (RM) GROUT rn _ 4'-0" DIA. f° TEE �'t 6 I I wI LATEST EDITIONS . ' "O"RING JOINT I; I I. 8 OR 10 MECHANICAL OR .,I' ,B" OR 10" C.I. OR P.Y.0 PIPE /° ul- MORTAR DAM F"" I OREMOLDEDED I I -� I 1 SLIP JOINT C.I. OR PVC TEE----,. o . LENGTH AS REQUIRED �7 �I �'! 1/2 DIA PIPE--.- a _ I. I � I, II , � . 0-RING JOINT OR "Ilii •. (f� PLASTIC JOINT/ �I• • I MORTAR DAM SVG PIPE "° I • ''. APPROVED PREMOLDED i1- •3/4 sFTl INVERT ELEV. Q SEALER WITH I/2"PIPE DIA _i /° I,O.MIN J\ /� • - PLASTIC. JOINT _ PROTECTIVE,,, -_ q'-0" DIA. —_ v I' S' ' �. �� ' I SHOWN ON PLANS INVERT ELEV. "MIN. c 5'—' WRAPPERS_ 5 .I a SHOWN ON PLANS FERNCO PVC, TRANSITION 5., I 1 6 EMBECO NO. 167 OR I FITTING OR APPROVED 8' I NO 381 MORTAR `.. 8 OR IO" MECHANICAL • r NON - SHRINK, OR THOROSET �— I,2,3,4 FT a� pR SLIP JOINT C.I OR PVC, I. EQUAL REQUIRED ONLY 1111 , o r �r a 17r (RM) GROUT I• LENGTHS FOR V.C. PIPE. �I= 4 ._� {. •, I"Illl,l I AS REQ'D A5g' ' • 'D .L= PIPE SHALL NOTBEWATER STOP REQUIRED ?IYI�I Y ` - r T1 ELEVATION TO MATCH jj1� C.I. OR ❑-I. RISER • � ^llr`I I r�.'•�� LENGTH AS IN CONSTRUCTION +1 •. 8" OR 10" MECHANICAL OR �, FOR PVC. �Itl-u,=111-10- U=1_I=1/r=ll,- =L=11,�N- - 111 CROWN OF EFFLUENT Y JOINT OF M.H. �. ----.SLOPE 1/2"/FT I SLIP JOINT C-1. OR RV.0 1 =ln�lil�llf=11-111=111_111 III�ll1= �111�1r III= REQUIRED, I I f -~- MAX. PROJ 1" ,. =11, 1Tj�n, �p l a I' _ TYP I 2' MIN. LEVELING COURSE nl= r I I I CLASS "C" CONCRETE VIII • STANDARD C1,- OR i I r CLASS '.0" CON- I+ ELEVATION TO MATCH pll�l a DA ELL. ,�. 3/4"I.D..MIN.• I CROWN OF EFFLUENT. SECTION VIEW / •Lr• �\ /. CRETE AND/ OR '�• BRICK RUBBLE • • NOTES: ° CLASS "G'' CONCRETE y p AND MORTAR CLASS "C" CONCRETE ~ ' • 6".MIN 3/4 1( AND OR BRICK RUBBLE LPRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH LATEST `\ / a. v AND OR BRICK I.D.MIN \� ° , EDITIONS OF ASTM C-478 WITH 4000 LB. CONCRETE, TYPE II CEMENT. \ RUBBLE AND MORTAR , AND MORTAR. �� �/ ". .a• r 2" MIN. LEVELING " , . 2.THE INTERIOR AND EXTERIOR dF MANHOLE SHALL BE GIVEN TWd COAT5 OF ! 6 .Ml 6 MIN. COURSE -CLASS ^' . FABERTITE BITUMINOUS WATERPROOFING MATERIAL, DO NOT COAT JOINT OR �•• " . r �' =� . I- -- "C'CONCRETE , 8 FOR 5' P DIA �_ III 6" •. ° o ) PIPE OPENING SURFACES. II II 6 °_ o p r L 111 I,11i1 _ �• �; ,,,� 6 FDR 4'-D DIA. SANITARY SEWER TYPE C MANHOLE F. 2"MIN. LIEVELING r o . - r • 111 . � . . �T ul 111 . • o d • . , + .. . il, COURSE GLASS =lir_11I� ^1 �1 II X11 �I11� II X11 '111- Y ,•,, 6 - A. •• p l/I VIII plop,- 111�,I,� a-n1� i11-rT� UNDISTURBED SOIL J ` o ' n =1,1=2 MIN. LEVELING N.T.S, (B 12 SEWERS) , =Ul=ll 111=1/1-111r ! Ilr=,l_!rl=,I1=111=11-1n_ 1="C CONCRETE, MIN- BEARING CAPACITY __ 'rl=11-- -�- dr_111-1r1�/Ir�lu=l,l m=ill COURSE- 2500 P5.1. ITI=1„=/r/�pl=il,�ry -i11=ul- 2000 LB/SQ FT. _III_III�111 111 11! lllclll�lu� , —rllc,il—ru=,lr A 1u=11r�A1� SECTION VIEW ul�,r„,11i�„1�„I ,T_ul=r,I CONCRETE • OUT5IDE WALL OUTSIDE WALL SECTION VIEW SECTION VIEW NOTES: NOTES: NOTES: I PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH LATEST I. PRECAST IVNANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST v v I. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH LATEST EDITION OF ASTM C 478 WITH 4000 LR CONCRETE, TYPE II CEMENT. EDITIONS A A.S.T.M. TIONS WITH 4000 LB, CONCRETE, TYPE IL CEMENT. EDITIONS OF ASTM C-478 WITH 4000 LB. CONCRETE , TYPE II CEMENT. 2 THE INTERIOR AND EXTERIOR OF MANHOLE SHALL BE GIVEN TWO COATS OF c < 2.THE INTERIOR AND EXTERIOR OF MANHOLE SHALL BE GIVEN TWO COATS 01F FHE IN TI I BITUMINOUS WATERPROOFING MATERIAL, DO NOT COAT JOINT 2. THE INTERIOR AND EXTERIOR OF MANHOLE SHALL BE GIVEN TWO COATS OF � a. FABERTITE BITUMINOUS WATERPROOFING MATERIAL, DO NOT COAT JOINT OR PIPE OR PIPE OPENING SURFACES. FABERTITE BITUMINOUS WATERPROOFING MATERIAL, DO NOT COAT JOINT OR PIPE OPENING SURFACES. OPENING SURFACES. PREPRIMED JOINT i II u suRFAces aSANITARY SEWER TYPE D MANHOLE SANITARY SEWER 1TYPE B' DROP MANHOLE N.T S ( 8” - 21” SEWERS) N.T.S. 0"-21" SEWERS W/8" OR 10" DROP) RUBBER GASKET Y- ° PREMOLD PLASTIC JOINT +. ° SEALER WITH PROTECTIVE WRAPPER. EMBECO NO. 1057 OR N0, 381 MORTAR a NON- SHRINK OR THOROSET (RM) TYPE II LEAN CEMENT GROUT v GROUT. COMPLETED JOINT 9 RAISED LETTERS x PRECAST MANHOLE BASE WITH GASKET SQUEEZE I" HIGH FLUSH PRECAST MANHOLE 4 r BASE WITH TOP OFF • _ �2' MIN LEVELING . . KOR'N-SEAL BOOT COVER. ----- COURSE CLASS `1 �_OR APPROVED EQUAL COMPLETED JOINT 3 1/4" SANITARY "C" CONCRETE WITH SQUEEZE OUT. SEWER 2-CO N C E ALF,p CLASS MANHOLE INVERT--,,,,,l, MANHOLE INVERT HOLES. C CONCRETE PIPE PIPE �- PICKOLES. AND OR BRICK RUBBLE , AND MORTAR. 1 , N NOTE: I FRAME a CC)VER SHALL BE MACHINED ° WATER STOP REQUIR OR GROUND ALL BEARING SURFF ALL a FOR PV-C PIPE SO AS TO SEAT ,. JOINT DETAIL JOINT DETAIL o �, I FIRMLY AND PREVENT PLASTIC SEALER "0" RING GASKET ROCKING. PRECAST MANHOLE PIPE CONNECTION Q_ NT S. TYPICAL MANHOLE JOINT DETAIL 5481/8'- z o _J N.T.S- COVER L. LL3 0 { 3/4 MIN.THICKNESS (265 LBS* 5 LBS.) .._MAX �.• 00 o a 4' LL UX a om 35 3/4" (DW e: aC 3/4' a I Wi 8-RISS •.-;w-I�7/8 DOUBLE WYE BRANCH 6 5/8' 11111 - 11/2 " VARIES- DIVARIES IPE WYE BRANCH PLUG _F 32 4 1/4" EMBECO NO. 167 OR NM N0. 4S - - ERAmI NO. 381 MORTAR S.O.G. (215 LBS APPROX.) , + NON- SHRINK , OR •.,� BOTH WAYS. � _ _ m� r �v .^�_�.,y�r •�=-r-r GROOVE CLEANOUT THOROSET (RM)GROUT FORMED WITH MANHOLE FRAME SI COVER AN ACCURATE (SEE ._ a N.T.S, BELL RING FORM. SSE:AL WITH COAL TAR MASTIC `POURED IN PLACE 4,000 , DE�WITT NO 10" OR APPROVED EQUAL, PS.1- CONCRETE PAD PLAN VIEW OFCT ON.FR ISAME AS DETAIL FOR RISER Y SEWER It 1TYPE AI MANHOLE ALTERNATE CONSTRUCTION MANHOLE BOTTOM DOUBLE SERVICE CONNECTION DETAIL SAN)TAR N.T S N.T.S. N.T.S. (8"- 21" SEWERS) AP R 0 v r KEEP THIS PLAN ON Inn= MAR 0 4 1986 Building & Zoning inspection r. )7C�(50111r111�. �f0)`i!I:1 0 D 4 FEB 2 8 1986 CONNELLY & WICKER, INC, 1660 AV. Project No. 8607-1 Drawing Designed Drawn OCEAN GROVE SEWER DETAILS � �� some : NONE Checked SEMINOLE BEACH, FLORIDA .v • Date 2l27f86 0. C. No. Date Revision By Reg. Engineer Sheet C-6 Of, I 1�2= DIA.OF CASTING PIPE Bc+IB"MAX. c+18"MAX. BROOKS N0. 200-20-H20-44 (SEE NOTE 2) Bc+12 MIN. Bc+12 MIN. TO SUIT HEAVY TRAFFIC COVER 6" O.D. 6" SEE NOTE 5 PIPE FOR THESE SKIDS ANNULAR SPACE SHALL CAREFULLY COMPACTED BACKFILL---------- REMAIN ACKFILL`r� 1 I p REMAIN EMPTY, SEAL BOTH �111 ip STEEL CASING ° ° SHEETING n Z ENDS WITH 12 INCH THICK �11 /I� �III a I - CLASS "C" CONRETE PLUGS. = + PIPE, WELDED SHEETING FULL a -� nr_- ? 12 1 VALVES TO 8E 2' (TYP.) GHT ENCASEMENT o ° / REPAIR ALL MASONRY/ LIF 12 ' / "'��" 2" STAINLESS STEEL JOINT TO A WAROUND ATER I NEW BELL OF CARRIER PIPE _ ANSI STD. A-21.51 - / In " Of DIA. OfF CARRIER PIPE + nlx -1i1 $�o + .;p I/4 Bc WNTH VALVEV80X PIPE ' P'•° p�d le1 4"MIN. BROOKS W-200 BOX SECURE TIMBER 2 MIN CLR �. . . e 1?. OR METAL SKIDS �1 lilllu +ill;' - ' aT o°0. 00°•^° 11' STAINLESSSTEELI �., - 111 1+-+c ' "-nr "' SWING CONNECTION - SHAPED BOTTOM !TI �ui�u1_ -=11*pr CL .WATER MAIN SUITABLE UNDISTURBED SOIL 111 --COMPACTED GRANULAR MATERIAL 3/4" GRAVEL 8" DEEP i CARRIER PIPE AND CASING PIPE SIZES (MIN.) 0.5 Bc O SANITARY SEWER-, CARRIER PIPE: NOM DIA.(DI) 4 6 8 10 12 14 16 IB 20 24 30 1 SAND CUSHION `` CASING PIPE NOM DIA.(D ) la 1s 18 2z za 30 30 3D 3s 3s as HALF SECTION HALF SECTION HALF SECTION HALF SECTION i�lll `.`: UD .� SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH FORCE MAIN 1111- R.R. X-ING W1ALL THK.-IN. 0.281 0.281 0.312 0,375 0.406 0.469 0.469 0.469 0.625 0.625 0.625 DOUBLE STRAP W HWY X-ING WIALL THK. IN. 0.188 0.188 0.188 0.188 0.188 0.250 0.250 0.250 0.250 0.250 0.312 TYPE I TYPE II SADDLE (GALv.) WATER MAINS CROSSING SHAPED BOTTOM WITH COMPACTED GRANULAR BEDDING CONIC, THRUST BLOCK CI) FULL CONCRETE ENCASEMENTTAMPED BACKFILL Q 2500 P.5 1. CONIC, FOR RAILROADS OR HIGHWAYS �- _� � T _ _ � - - � - - � � ��_ NOTE: CLASS "B" LOCATED AWAY FROM FORCE MAIN I. MIN. COVER To TOP OF CASING; (u) RAILROAD -5.5' TO BASE OF RAIL,4.5' FOR SECONDARY OR INDUSTRIAL TRACKS. EXCEPT FOR F.E.C.R.R (SEE NOTE 3) TYPICAL BEDDING DETAIL IQ'- 0' 10.-0 Jl 2. THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER BROOKS NO 200-20-H2O--44 THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OR COUPLING HOWEVER A MINIMUM N.T.S. OF 6 INCHES IS REQUIRED FOR FLORIDA EAST COAST RAILROAD CROSSINGS, HEAVY TRAFFIC COVER 3 THE MINIMUM FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET Ase BELOW THE BOTTOM OF TIES FOR ALL TRACKS. n NOTE: FOR POTABLE WATER LINE CROSSING, 1 1/2" DIA AND LARGER. 4 TWO OR MORE TIMBER OR METAL SKIDS SHALL BE SECURED TO THE CARRIER PIPE WITH 1� , I►;� a STAINLESS STEEL BANDS, CLASS C-301 OR C-305 SKIDS SHALL BE OF 4'-0" LENGTH 01 _ WATER MAIN SHALL BE LOCATED ABOVE OR BELOW ENCASEMENT A5 SHOWN LOCATED ADJACENT TO THE BELL END AND AT THE MIDPOINT OF EACH LENGTH OF ='r _ Itk 1o; BROOKS W-200BOX ON PLANS OR A5 DETERMINED IN THE FIELD. USE ENCASEMENT WHERE CARRIER p►pE FOR PIPE SUPPORT. r r . � VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN _ - - _ _ - - N 18 INCHES. 5 IN ADDITION TO THE SUPPORT ARRANGEMENT OF TIMBER OR METAL SKIDS THE CONTRACTOR SHALL PROVIDE 4-FOOT LONG SKIDS FOR EACH LENGTH OF CARRIER o ►_ I FOR ALTERNATE PIPE AT 11"HE SPRING LINE AND ON TOP, ADJACENT 70 THE BELL END OF THE PIPE CAST IRON OR DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE DESIGNED 70 PREVENT LATERAL OR VERTICAL DISPLACEMENT. ''+ 1O ,r SADDLE REQ'D ENCASEMENT AT WATER LINE CROSSING, WITH A LENGTH OF PIPE 1/2"MAX �� s 3/4" GRAVEL 8" DEEP 6. ROTATION OF CARRIER PIPE INSIDE THE CASING PIPE WILL NOT BE PERMITTED, _� , ISI=1 , - FOR PVC PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS MECHANICAL OR FLANGED JOINT PIPE SHALL BE USED TO HELP PREVENT SUCH =,w-"' AT A MAXIMUM DISTANCE FROM THE WATER LINE. _ ROTATION. 0 12" a LARGER PIPE 24" MIN 18"MIN. _ mi 7 THE CONTRACTOR SHALL SUBMIT SHOP DRAWING OF CASING AND CARRIER PIPE • r �• + 10" 9 SMALLER PIPE 18" MIN�� INSTALLAITION FOR DESIGN CONSULTANT APPROVAL PRIOR TO FABRICATION OF -' ivar7,a S112u' TYPICAL ENCASEMENT DETAIL PIPING, COIASTING AND APPURTENANCES A A TEE CU. FT. PLUG CU FT N.T. S. SIZE A B CONIC. SIZE C D CONIC. FORCE MAIN `---CONC THRUST BLOCK 6 10" 7" 2.9 6" 10" 13" 1.6 8" 14" 8" 4.7 8" 12" 18" 2.6 LOCATED ABOVE FORCE MAIN TYPICAL CASING DETAIL 1D" 18" 10" 7.5 10" 14" 22" 3.8 N T S. 12 22" 12" 14.7 12" I6" 26" 5.4 14" 26" 14" 20.2 1a" is" 31" 8.I 16" 30" 16" 26.7 16" 2o" 36" 10.2 ORRNCO PVC APPROVED EQUALTIpN FITTING NOTES 20" 36 2D' 40.0 20" 24" 44" 15.1 I. M.H. TO BE W-200 SERIES WITH 200-20-H2O-44 HEAVY V.C. PIPE NOTES: FINISHES-D, TRAFFIC COVER AS MFD. BY BROOKS PRODUCTS INC. OR EQUAL. (6"HOUSE LATERAL j GRADE 4"HOUSE CONNECTION 1• ALL BEARING SURFACES TO BE CARRIED TO : NDISTURBED SOIL. 2.THE5E TABLES SHOW MINIMUM SIZE THRUST BLOCKS FOR GOOD SOIL. (Al THRU A3 . CLEAN SAND AND GRAVELS) 2. BOX TO BE LOCATED OUT OF PAVED AREAS SET TOP FLUSH Iljlllljlll II ,1-1 _. 111=111r I e 11 �Nrll��,i 1 3.POOR SOIL(A4 THRU A8, SILTY SOILS, CLAYS,MUCK AND PEAT) WILL REQUIRE LARGER THRUST BLOCKS mai11_nl�1p_ u.=1� 1 IF OCCURS IN SIDEWALK OR 1 1/2' ABOVE GROUND IF IN �Tpr_ DIRT OR GRASS AREAS. D.I. LAMP HOLE COVER, SIMILAR SII jiI1IjI A5° CO. EQUAL N TO RNE�E71AH FOU ~;,I ' 171' :N COMBINATION AIR 13 VACUUM VALVE ASSEMBLY SHALL BE C.I. PIPE u1 iu .n VAL-- MATIC NO. 48S/301SBWA OR EQUAL. STAINLESS STEELif BAND - CLASS C-301 \ORRNCO PVC APPROVED EQUAL„ p _ TYPICAL AIR / VACUUM VALVES OR C-305 _ , . Flu_ NEW FORCE MAIN 1 ►n v 4- X N.T. S. TYPICAL TYPICAL f 4 y 1 m Ip I11ri1 n u FORM NEW CHANNEL 1� `D? °1, �11 4' MIN CONIC. C. I. TO V.C. COUPLING ADAPTER 6 TO 4 HOUSE CONN. I/2 MAX o IJ1IL ENCASEMENT N.T. S. ' v 51" nI - '_ m CLASS 'C" N_T.S, y y ,Usllt"Ju�,r 2pr sur_ srrn . I+= CONCRETE. • l IIv 111 r r' a 1 12"9 LARGER PIPE 24" MIN. S1 ► I 10"a SMALLER PIPE 18"MIN. FACE OF BLDG.------,, EXIST, EFFLUENT EXIST. INFLUENT nr�la=Ii -e! o 5'- 0' b - u1x1 PAINTED RED TYA A WYE P. 1 -ioll / II+ BRANCH. rr"_ _ o. r n ' u+l +'50 STOPP r in NOTE:SERVICE REQUIRED FOR EACH BLDG. SIZE SEWER SERVICE) SINGLE 6" ER SERVI1/4 BENDS CU. FT. 1/8 BENDS CU FT 1/16 BENDS CU FT. SERVICES SHALL BE PVC PIPE EX- _ A B CONC. A B CONC. A 1 B CONC. ^ - CEPT WHERE COVER IS LESS THAN 'p a + 6" 10 7" 2.9 7" 7" 2.0 5" 5" 1.0 . 2-6" SHALL BE C-1, PIPE. _ _ v p a FINISHED GRADE 8" 14 8 " 4.7 8 " 8" 2.7 7" 7" 2.0 !r ►�J 1- 111=+,�(-Ill all'1 -=-r�l 111 �n_r1=rn=n�u1_w nl- 1= 1 ►p" 18" 10" 7.5 10" 10" 5.6 8 8 2.7 I z,r _-,I, trl�n=a+ u1� 1u?IIrs,11= �l�r?111=11+�,,,e'T =r1� r- �uj31Tl m_lu_fi 12 22" 12" 14.7 12" 12" 8.0 ID" 10" 5,6 11NV ELEV ON PLANS GIVEN AT THIS INT 1' p 4"x 4" TREATED WOOD ► �'. 11'. _ TERMINAL MARKER (SET EXIST. M,H-- ,, 1r ° 14" 26" 14" 20-2 14" 14' 10.9 12" 12" 8,0 CLEANOUT DETAIL ' 11° BY CONTRACTOR) C.I. 45 BEND 16 30" 16" 26.7 16 16" 14.2 14" 14 10.9 1/B"BEND 6" PVC 20 36" 20" 40.0 20' 2O' 22.2 16 16" 14.2 N.T.S INSTALL "Y" BRANCH NEW FORCE MAIN 30° FROM r"`^" `dam 111 ' (C.1. OR PVC.) 111 HORIZONTAL.`-'-� 'UNDISTURBED 7 NOTES: 1n-, MATERIAL Ila CAST IRON I. ALL BEARING SURFACE TO BE CARRIED TO UNDISTURBED SOIL. ru '1r Y BRANCH 19j�1 I 2. THESE TABLES SHOW MINIMUM SIZE THRUST BLOCKS FOR GOOD SOIL 11 (A-I THRU A-3, CLEAN SAND AND GRAVELS) I. LOCATION OF' SERVICE STUB TO BE MARKED BY THE LETTER 3.POOR SOIL (A-4 THnU A-8, SILTY SOILS, CLAYS,MUCK AND PEAT) "S" SCRIBED A MINIMUM OF 2" HIGH 6 1/4" DEEP IN CURB AND MATCH GROWN OF WILL REQUIRE LARGER THRUST BLOCKS. CURB PAINTED RED. EXIST EFFLUENT .: 2 IF NO CURBING IS INSTALLED A "3" SQUARE STEEL TAG 15 TO BE ATTACHED TO STREET PAVEMENT W/ NAIL. C.I. 450 BEND THRUST BLOrKS 3. EXTENDED SERVICE CONNECTION TO R/ W- iM au;ar . v ,Ns N.T.S. 4, SERVICE TRENCHING TO CONFORM TO CITY OF ?pr="' it Li STANDARDS FOR PIPE INSTALLATION. SANITARY SEWER SERVICE CONNECTION TYPICAL FORCE MAIN CONNECTION N.T-S. N.T. S KEEP THIS PLAN ON OB LIAR 0 41986 duildingJ & zoning inspection on o acksonville ra ;16 00 CONNELLY & 4'VICKcR, INC. 1(, 60 AV. Project No. : 8607-1 Drawing Designed Drawn OCEAN GROVE SEWER DETAILS scale : NONE Checked b l� SEMINOLE BEACH, FLORIDA 'U Date : 2/27/86 O. C. No. Date Revision By Reg. Engineer ShBAt C-7 0f