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All 31- 11 31-41' 31411 �O 'Y a m2 361-011 44'-0" 7'-411 801-811 181-811 0 4 1 O IDD o ��....�� CDMP, a - cn wM77M71M17= li 11 M1111 (D ___..___-__-_-___ r��______�-_�_ ----------------------- _______________ II r�---- ., II I Lo ` y I I I JOINER A(o �� I I I I ( I I 1 1 I IIL________________________---__---.-__J L------------------------------------Jco i11 I ,VU5T ' ' I I 171-411 , 11 11 1 N » a SSEI f --- " EDr SANDE f ! o A 8 �-I C IL 7" ry e D-� �E R o � L_ ____-______-j II 1 REF. r--.-_- -------------------------- I I , ' ' II _ I I 1 I I L_--- -------»------� - O 1 � BREAK RM, D o I L - 1 I F--.-._____-- --- --- I _ 3 p ___ __ _�__ ;�____� ______ ___ _________-__� vr= 1NG I cz PANEL SAW _ m o� , OWN>=R W145TRl�GT5D I , 1 TENANT _SPAC, TENANT SPACE I PARTITION WALL T1+PICAL I I ' loo I I I OFFICE I HOUR RATED i ; I ASSEM L F�- PARTY WALL ; i ;i ; 1-oil C J - UL-41q ' ' I ! I 1 ' S _0 A6 m 4 LL ;-----1------ ------------ -----------� .tel 1 I , I 1 I , LAMINATE c UN E I co ov d A6 1 1 I' HALL BUSIN S '�' 4 I 1 L---- ----------_J L--------------------------------------J 101 l03 _ m Q j WOOD AG S I , 1 1 o W_--- too m U 1 to ; , w LAM N . _____ 1 -1b WAI"i"INC- - v 1 Lo A6 VERTICAL SAW p = I I , --- L------- -------J r-------------- __---1 1 _J r-'___---- ----� L-•------- __--_._.mow.. p __-------- _ _ _ _ ��_ --- - __ -------------------------- --- ----- ------ 00 -_ ililillillmill I rnA.. -! B e a ---- -_. _. - —--.�. __ H TOILE - - --_ m - - • a a 100 O I o0 B METER CENTER 1 oOB 102 d aA q l_4" 100 100 , " 1 u ti� do a a 13 .4 (01-91111 .3 ti 30,_ (o Ou 61_0" 61_0(1 G1'-4" 121_0" �1'-411 6'-0" 201_811 121_011 281--0" 121_011 311_411 21_01131-411 31-41 1 21-011 �. REVISIONS NO DATE 2001-011 JOB NO. ❑ WIRE-BOND COLUMN C-676 BEAM ANCHORS ❑ 16° O.G. VERTICALLY FILENAME OWFP DATE ❑ 2/2/02 DRAWN BY SCM COLUMN TO WALL DFJ"AI L FLOOR PLAN CHECKED �Y SCM 1/8 l I -0" 141000 SQ FT A3 OF 9 W:\G-676\PLAN5\OWF/1P..DAG PLOT' DATE: 2/4/02 PLOT TIMEt 13:52=51 �� 1 tai .. • mq M1 04 c 1 � P 2 COLD KEY JOINT # #5 DOWEL @ V1 U CONT - ; - 5 DOWEL .4'-0" O.C. o SLOPED SILL @ s SAWCUT 4 0 O.C. ANCHOR BOLTS BY ss ii u CONTROL JT 5" GONG SLAB 5" GONG SLAB O.W. DOOR TYP. �� s� I — STEEL FABRIC 5 CONG SLAB „ 5 GONG SLAB METAL BUILDING s 1 II/4 DEEP 11 MANUFACTURER REINFORGEMELA_NT 1s lti I, I I r a _�__I1 (i _ pe 1`L -- - 11 ENNINI d ° 4 --------------- (7 ..��. �...,........,._ ..........---- ___— q --- - _ _° ��A____ r .. '•'_-'-__^�.... ti ._ .....11-..vim 4- -- -----_ - ' r A _ d ti. a-w_ d 4 °e 4 4 O co4 I ° 4° 11 I Co 6 MIL VAPOR e N o 4 0 ° N 4 C�1 q ° o BARRIER ° ° e d 4 ° ° °° d °• • • 4 • 4 0 • ° • G 3-- #6 TOP BOTT. 3— #6 TOP $ BOTT. 3— #6 TOP 4 BOTT. W/ #4 STIRRUP @ 24" O.C. W/ #4 STIRRUP @ 24" O.C. W/ #4 STIRRUP @ 24" O.G. r 31-011 21-011 31-011 �11� V C L4. DETAIL D ETI L. DETAIL D FTS, I L. D ETA i L. 3/4" V-0" 3/4" = 1'--0" 3/4" = I'-0' 3/4" 1 I_O�' L 3/4 = 1 -0 w I I 11 , 0 .� `; ad V.l w v 20010" 251-011 25'--0" 25'-011 251-011 25'-0" 251_011 251-0" 25'-0" 1 u 31-4" I n 31--411 3'-4" 1 u 31-411 36 -0 44 -0 71-4" # 5 DOWEL @ x{1_011 - '---- - ------------------^___-__ _ -------- -----------_�-__w__ _ --___ ____ _-__ ___------------- ----------_-_-w___- --------------- ---- --- -------- ----- _ - r M ________________ __________________ ______ ■ ■ + ■ ■ r ■ ■ ■■ ■ r t 1 IL Lo I � I 1■ 1 ao 1 3 I 1 Q Lu N ' I: i � I o � •' 5" CONC SLAB W 6X6 10/10 WWF A2 ON 6 MIL VAPOR BARRIER ON — CLEAN COMPACT D FILL i I L c>7 p I STEEL TRO W L FINISH i , I 3 I �■ W TERMITE TREAT SOIL PER CODE In O I A U ' I I ►n i DEPRESSIONS O VARIATIONS I T O OF MORE THAN 1/5" IN 10'—O" 1 I 4 ARE NOTACCEPTABLE I 111 ri I I j c I 2-20' 14 co I ' 1 O I THRUST REINF. IN CN I CENTER IN SLAB TYPICAL EA. FRAME N • I 5 � 1 Lo <I REVISIONS m NO DATE C) � I 1 I 1 I I 1 I I 1I f 2 2 2 II _ ■ II A2 A3 A2 A2 I _______ff______ _____________ _____ ■ I (� JOB NO. FILENAME OWFOP 301_a11 61_011 �'1'�0" 6'-0" 81_411 12'_01' 91-4" 61-0" 201-8" 12'--0" 281-01' 12'-0" 311-,411 DATE 2,_0„3,r4„ 31-411 21_011 2/2/02 DRAWN BY SIGN • PAN CHECKEDFOUND�,TION PLANLONG � 3,000 PSI AT 28 DAYS � COMPACTION - 95% MAX DRY DENSITY ASTM 1557 A2 OF q W:\C-676\PLAN5\0WFOP.DWG PLOT DATE: 2/4/02 PLOT TIME: 13:52:27 ,� ;.• y . . ��©� Mo��po�� 1, � , yy i Ci] 01 0 701-011 E...� _ 0 d 12 1 z -� -- FOR ROOF DECKING - w AND JOIST FRAMING . NOTES SEE DETAIL -- `"""" _ /A5 pq o 'f» ACOUSTICAL SEALANT CONT AROUND PERIM FILL ANY GAPS O �, FASTEN STUDS TO BETWEEN WALL. AND Lu PURLINS @ V-0" O.C. DECK .W/ UL LISTED - 1 ao > V 1 } BACKER MATERIAL �i Q BEFORE CAULKING W o i c0 _ v BUILDING SECTION-0 r 5/8" TYPE 'X' GWB 1/4" 11011 O PAPER TAPE ANI DE 1 Z Q U U419 �-• VINYL OR CASEIN JOINT COMPOUND - Q co 0 7018011 J O J 6 1/4" BATTS INSUL LL IY Q Lu }- 000 6" 20 GA. STUDS AT 1 12 2 V 0-4" O.G. MAX " �(� A6 Q FASTENED W/ I LONG 1 ' 7 SCREWS, SPACED AS DEFINED IN UL U419 W Q r V 2Q GA STUD CHANNEL. CONTINUOUS, 'ANCHOR TO SLAB W/ FASTENERS AT-2'-Q" O.C. MAX O d > w REVISIONS `.I NO DATE (y JOB NO, G-6330 FILENAME WALL SECTION oWBs 3/411 - I''-011 UL U419 DATE 2/2/02 DRAWN BY SGM CHECKED BY BUILDING 5 EC T 1 ON SGM 1/4" = V-0" . A4 OF q W+\C-676\PLAN5\0WB5.DWG PLOT DATE: 2/4/02 PLOT TIME: 13:51:17 721-511 n: N 04 161_4" 12'—D11 1(ol—O" 121-0j1 161_4" cn 161-4" 121_0" 161-0" 121--Ou 161--4u co E-1 ' PREFIN MTL. PARAPET ► Vr. , CAP ON SYNTHETIC FINISHED IN Nt _I FOAM EXTRUSIONS TYP. _► �1 ��;��;�"" '- -- AFABRIC AWNING ON - "_� ��'r T _ `�"�_ a _a----��=s � _ �_____-�,"_��. �..�.e�� TUBULAR ALUMINUM dp r- M_��_;��mp - i__ `r #��r;��'w' ;� y�� ;--;w;;�;;-"--' a ___ ______ __ -------------- -------___ __ r-__,�� FRAMING SYSTEM � �tlyrr r__ - - _.___ Ir`- o 1 w w - 1 I �- ,- . -- �_' --,.�, -- l iii HI a ` 1 - ------ ---------- ------------- - 1 i tY '1 r~ FABRIC AWNING ON 1 1 SYNTHETIC FIN15H ON , , —I(�l „ n 1 TUBULAR ALUMINUMII p „ 1 1 ii o u u ' - 5/6" FIBER REINFORCED + + ' ' FRAMING SYSTEM, ► n II 1 1 Lo STUCCO ON CMU Oil !() Iw ii i 1 _ I 411 ► a0 ► 1 11 O Iii i i ? 1 INTEGRAL COLOR 0 - 1 SPLIT FACED CMU/ /// // % iii TYPICAL iii i 1 HL /9- _ I II 11 11, I II 1 / 1 111 m EASE' ELEVATION NEST ELEVATION al, t/811 11-o11 1/811 11-01) 96 � a E A 8 G D E F G N PREFIN MTL STANDING SEAM e ROOFING I I I 1 I I 1 I I I 1 I I I I i i I i i I I I 1 1 I I I PREFIN MTL. WALL - PANELS BY METAL F 1 A I i I BUILDING SUPPLIER T� l�L� LTJ JE SYNTHETIC FINISH ON _ --- ---- �. SMOOTH STRUCK O _�-. I __.__.....--..._.._�--.------- CMU TIE BEAMLL L m I 1 'k i INTEGRAL COLOR SPLIT FACED GMU / _ � TYPICAL m Q a LL 'IF ZZIw w Q SOUTH ELEVATION 1811 r 11011 o U a � C� F E D G 8 A , , I i I i PREFIN MTL I I i NN STANDING SEAM I I + 1 1 ROOFING i i i 1 I i REVISIONS NO DATE PREFIN MTL. WALL PANELS BY METAL I ( I I I I I I I I I I ILDING SUPPLIER LiuI � � � I � LLLU I I ! I I i I I I I i I 11 iU1_ 1111 PAINTED CMU WALL JOB NO. ---.-.--- - - G-676 CC) I FI LENAME ONE ____ ��_..---.._.. __ __ _. — _�.._—� — __. _ __ DATE 2/2/02 DRAWN BY AGM NORTH ELEVATION CHECKED BY 1/8" = 11--0" SCM AS OF W:\C-676\PLANS\0WEE.DWG PLOT DATE: 2/4/02 PLOT TIME, 13+51:40 all AcQ PREFIN MTL PREFIN MTL V 1 d PARAPET GAP 1 I RAKE TRIM + • � _ qAd __ PREFIN MTL STANDINGPREFIN MTL STANDINGSEAM ROOFINGSEAM ROOFING F*�1 0 i -- - -- - - - - -- - - - - - - - - -- - Z PREFIN :M.TL STANDING _ SEAM ROOFING 12 12 SAVE STRUT — _ - MTL PURLINS MTL PURLINS II CONT CONT I T ti PREFIN I"1TL: - U GUTTER SUPPORT �` FIBERGLASS FIBERGLASS STRAPS AT — f�~ --_- _.. INSUL AND INSUL AND 3'-0" O.G. ---- --=�__ - �_-__--� _ _ - _- VAPPOR VAPPOR I I RETARDER RETARDER _ a MTL PURLINS CONT II I PREFIN MTL WALL I GUTTER W/ GIRT SUPPORT FABRIC AWNING ON _ 6" FIBERGLASS INSUL. STRAPS AT TUBULAR ALUMINUM FRAME -_ p, I W/ VINYL FACING 6 FIBERGLASS INS 3'-0" O.G. I 4 -4 PREFIN MTL i W/ VINYL FACING $o WALL PNLS 1 � o WIRE-BOND COLUMN WIRE--BOND COLUMN I PREFIN MTL ANCHORS EACH SIDE ANCHORS EACH SIDE - - END WALL PNLS 3" FIBERGLASS INSUL. = AT 16 O.G. VERT. AT 16 O.C. VERT. _ - W/ VINYL FACING PREFIN MTL a �� I - - " 1/2 DRYWALL ON 1-1.'21$ 3 FIBERGLA 5 INSUL. WALL PNLS FURRING @ 24" O.G. / l \ W/ VINYL FA�ING W/ RIGID. IN5ULATIp I - c / \ a 1/'2" DRYWALL ON 1-1/2" I FURRING @ 24" O.G. FABRIC AWNING ON FLASHING � � WI/ RIGID. INSULATION 11 TUBULAR ALUMINUM FRAME ENCLOSURE l �I I i - CONTINUOUS WIND C(ONTINUOUS WIND ROLL-UP DOOR SYNTHETIC FINISH ON f ` BRACE TO SUPPORT BIRAGE TO SUPPORT �J ASSEMBLY 5/5" FIBER REINFORCED TOP OF GNU WALL T(OP OF GNU WALL MTL CHANNEL I STUCCO ON CMU + . BRACE AND HEADER I ATTACHMENT TO ATTACHMENT TO _ CMU BY METAL CMU BY METAL I 1/2"x 10" A.B. -� BUILDING MANUF. BUILDING MANUF. I _ @ LL 24" O.G. I co 101-op z Q END PANEL. I FLASHING I SYN FINISH ON LLf I (� 5/5" FIBER REINFORCE I ) STUCCO oN GMU A L I •�` SYN FINISH ON I • . _ U (1 RUBBED SMOOTH I w C) - CMU TIE BEAM W/ I I W 2_#5 TOP AND BOTT. ,- E a 71-41t L 4V o LAY EX PAINT DE STOREFRONT EXTERIOR W - WINDOW FRAMING I O I B" SPLIT FACED I I ILLI 1 CMU W/ TRUSS 3 I TYPE PE REINF AT ` t✓ _ 16 O.G. VERT I ° I I I� II I j STOREFRONT #5 DOWEL I WINDOW 41-0"TO.G.FILL CELL T SOLID W/ ' N • I I CONIC B" SMOOTH GM I (� 8" SMOOTH GNU W/ SYNTHETIC ( li I W/ SYNTHETIC tb FINISH ON FOAM _ FINISH ON FOAM IV BANDING E j !_� _ . ' BANDING WIRE-BOND.COLUMN ANCHORS EACH SIDE B" SPLIT FACED e" SPLIT FACED RECESS AND SLOPE 1 AT 16" O.G. VERT. CMU W/ TRUSS - ` _ CMU W/ TRUSS SLAB POCKET AT 1 = FILL CELL TYPE REINF AT — I TYPE REINF AT REVISIONS O,H.. DOOR i I OND W/ 16" O.C. VERT I - 16" O,C. VERT NO DATE 5" GONG. SLA GONG; DRIVE 1/2" EXP JOINT CONIC SLAB I I/2" EXP JOINT SEE GIVIL FOR , CANT I % GONG DRIVE - GONG DRIVE SEE CIVIL FOR - I I - SEE CIVIL FOR = CONT _ �; CONT a 4 a ° e a ° e ° 4 q 4 e a e 4 q e 9 "0 4 4 ° d a c 4 ° a ° .° 4 ° 4 ° 4 ' .-. _ JOB NO. a /� Q 4 4 Q 4 44 4 4� e e ° ° d r�\ 4 a a 'A° •ems 4p 4 40 e 4 ° 4 d ae e 4 Cr{p�C,] a pe FILENAME 44 4 .o e •a � e e O4 e ° 4 a e CONIC FTG .. CONIC FTG e 4 e4 4 ea I a 4. o � GONG FTG �W W CJ' ° 4 4 CONIC FTG a 4 FOR SIZE AND FOR SIZE AND o o j d 4 FOR SIZE AND :4'• ° - FOR SIZE AND ..° a I 4 REINF SEE DATE REINF SEE _- REINF SEE REINF SEE e a e j FOUND PLAN 2/2/'02 FOUND PLAN / FOUND PLAN FOUND PLAN ___�T_ _.-.__.-__.•___. ___. .__._. DRAWN BY CHECKED BY WALL SECTION NALL SECTION NALL SECTION NALL SECS' I ON-G SCM 3/411 11-011 3/4" V-0" �• 3/4" = 1'_0` 31.411 � 1'-.-D" AG OF q N\C-676\PLANS\ON 5.DNG PLOT PATE: 2/4/02 PLOT TIMES I4s05<30 d FINIS1 4 SCPEDULEC41RT KALL . I I 12" CUT STONE FACE ROOM ROOM NAME FLOOR BASE WALLS FINISI-I CEILING NATES PRFw STEEL CHANNELS TO FIT CHANNEL ATTACH TO PREFIN 0 0 NO MATERIAL HT, MTL WALL CHANNEL JAMB FLASHING MTL WALL m C) PANELSCHANNEL SIDE a CONT SEALANT ENCLOSURE PANELS Z STEEL CHANNEL AT PERIMETER ai 1 I1 -1/40 ENCLOSUREE-44 rte. (L - CONT FROM SLAB a W W q TO WALL GIRT - 8u _j Ur _ ATTACH TO WALL _ STEEL CHANNEL w Ill W F- V ~ (L W 1� Z Z i HIGH (DOORS' ONLY a n � � � X / � \ • • ENCLOSURE Q U W Q O W Q 0. ) _ a a — CONT FROM SLAB TO WALL GIRT l) > V U Z U fY V k3 A O cit 1 // �1 ATTACH TO WALL 100 LEASE SPACE • 10 • • % 1 a GIRT 101 WAITING • • • i • / ` , I q q° n n a ° O 102 'H.C: TOILET • • • • �� ROLL-UP // q ° a q 151, CMU 9 a a n a p l03 HALL • • • ! • . DOOR UNIT ° / V a �ArTTACI�- �O 7 q c a / STEEC. 101 BUSINESS • • • • • CHANNELS ° pn q q a n „d ROLL-UP ROLL-UP 105 OFFICE • • ! • ! n q ° q a q a DOOR DOOR TRACK ►�`� 106 BREAK RM. • • • • • i o n e a v n q ATTACH TO ROLL-UP ROLL-UP STEEL CHANNEL v DOOR DOOR TRACK 107 H.C. TOILET • • • • • FLASHING-/" LASHING $° I a ° ATTACH TO 105 SHOP • • • • ! ENCLOSURE STEEL CHANNEL STEEL CHANNEL rT � ENCLOSURE V SAD AT ROLL- UP DOOR SILL AT ROLL- UP DDDR 2 JAMS AT ROLL- UF' DDDR -0 JAMS AT ROLL- UP DOOR AT PREFIN MTL WALL PANELS At CMU AT MTL. WALL PANELS ALUM 'THRESHOLD SET -- -- �-T-� IN CONT BED OF CAULK #5 TIE BM TO FTG ^^ VULKEM CAULK FILL CELL SOLID �4 AT PERIMITER W/ CONG �0p., ° TYPICAL ° `1 n PRECAST ^ ° _ I i I PRECAST ° q i GONG -- � I a CONG LINTEL -- q ° - - I --- -- n4 LINTEL ° _ 4 a Q V q 4 � • n a. a q Y ° o a FILL SOLID-/ -_ -- ° W/ GROUT -- (3) ANCHORS i H PER JAMB ( ILII I GONG WALK a 4 v VULKEM CAULK VULKEM CAULK u 4 VULKEM CAULK STOREFRONT AT PERIMITER VULKEM CAULK 1/2 EXP JOINT 4 WINDOW FRAME AT PERIMITER TYPICAL AT PERIMITER o AT PERIMITER W/ INSUL. GLAZING TYPICALTYPICAL TYPICAL FILL CELL S�� D � LE SOLID FILL SOLID ADJACENT W/ GROUT TO DOOR NO SIZE HK FRAME DOOR LABEL HEAD JAMB 51ILL NOWR NOTES WEATHER STRIP OPENING TYPE MATERIAL FINISH TYPE MATERIAL FINISH GROUP 100A .2-3 0 X 70 1% SF ALUM BRONZE. SF GL/ALUM BRONZE RAMS/SIDELITE HEAD AT EXT . P . M . DOOR JAMB AT EXT . H . N . DOOR 5 L L A XT M . DDDR 7 HEAD AT EXT . H . M . F . 1008 .12°X12° 1j ROLL STEEL PAINT RU STEEL PAINT ROLL UP DOOR L» /� 8 n� 100C 30X 70' 1% HM STEEL PAINT NM STEEL PAINT" 100D 3°X 70 I% HM STEEL PAINT HM STEEL. PAINT 101 3°X 70 1% HM STEEL PAINT HM STEEL PAINT VULKEM CAULK PREFIN SILL (L/ AT PERIMITER FLASHING W/ - -- #5 TIE BM TO FtG O TYPICAL #5 TIE BM TO FTG FILL CELL SOLID TURNED UP ----- ------ •-- VULKEM CAULK � J ENDS - SET FILL CELL SOLID n a AT PERIMITER FI CONC r �_ : LL W/ GONG IN CONT BED TYPICAL OF SEALANT CAULKWTI ° ° vq °n W C) 0'r PRECAST CONC LINTEL �� '` ' °. . nOL 43 41 Lu VIP ° ° Q _ v FILL SOLID +.i' ° - a W/ GROUT - I � iil ° STOREFRONT I ' i PER JAMB RS WINDOW FRAME W/10 GLAZING I I I VULKEM CAULK ' ' \-VULKEM CAULKVULKEM CAULK O AT PERIMITER AT PERIMITER AT PERIMITER ." --- - — �; TYPICAL TYPICAL TYPICAL FILL CELL FILL CELL -- - - SOLI D ---- `-FILL SOLID SOLID ADJACENT W/ GROUT ADJACENT TO DOOR - —- TO DOOR OPENING "' - - OPENING JAMB AT EXT . H . N . F . q SILL AT EXT . S . F . F . G . 1 p HEAD AT INT . H . N . DOOR JAMB AT I NT. H . N . DOUR N /' REVISIONS 1 VULKEM CAULK r VULKEM CAULK AT PERIMITER NO DATE AT PERIMITER 5/8" FIBERGLASS I ''� o f 4 3/4° TYPICAL 5/8" FIBERGLASS TYPICAL I FACED GYP FACED GYP SHEATHING i 1 /1 SHEATHING ( �� t 1 JOB NO. �- I �._ _ -_- -- `- - _ C-X76 FILENAME OWSAD "` 1 VULKEM CAULK VULKEM CAULK i DATE NINDON S C P E D U L� E AT PERIMITER AT PERIMITER y HOLLOW METAL TYPICAL TYPICAL ZI2lO2 DOOR FRAME 5/8° FIBERGLASS FACED GYP FRAME SHEATHING OR SGMHN Y NO SIZE TYPE GLAZING HEAD JAMB SILL NOTES � DOOR UNIT MATERIAL FINISH CHECKED BY A 8° X 74 SF ALUM MILL I" INSUL. SCM B 6° X 74 SF ALUM `MILL I" INSUL. C 34 X 4s SF ALUM MILL I" INSUL. A-7 D 40 X 40 HM NM PAINT 1/4" TEMP, TAD AT INT. P . M . DDDR @ ,MEAD AT INT . H . M . F .G . . � � SILLD AT INT. I .M . F'.G. JAMB SIM. JAMB SIM. OF HAC-676\PLAWOWSAD.DWG PLOT DATE: 2/4/02 PLOT TIME; 1404.33 i f 101 (vlayp r+ KA. *�O 2,3 4' Oe r ' PAVING •, cv R PLUMBING FIXTURE SCHEDULE HEAVY—DUTY SCORIATED CAST IRON ,t COVER WITH "GO" CAST IN PLACE 01 dRDUGN--IN SIZES 18°x18"x6" THICK CONCRETE PAD _ K IT t"I DESCR P'TIDN PROVIDE GASKETED WASTE C.W. P.w. COVlrR FINISHED CLEANOUT PLUG 44 GRADE ° a 4 o V 1 q mow ADA W. ATER CLOSET, VITREOUS CHINA, 1.6 GPF, SYPHON ACTION, FLOOR P--I' MOUNTED. 1711 NIGH, 1.6 GPS': ELONGATED, OPEN FRONT PLASTIC WHITE 3 1/2 1/2" 4 o a 4 a n " SEAT., AMERICAN STANDARD CADET. ADJUSTABLE r ADA LAVATORY, WALL HUNG, VITREOUS CHINA W/ BACKSPLASH, AMERICAN HOUSING P-2 STANDARD. LUCERNE '0355.012. TRIM WITH SINGLE LEVER, 0,5 GPM 1-1/411 1/2" 1/2" `� ~ LAVATORY FAUCET, GRID DRAIN, RELIANT 2385.403, ' $ TRUEBRO LAVSHIELD CAST IRON BOX LAVATORY PROTECTIVE ADA ENCLOSURE. • � o STAINLESS STEEL SINGLE COMPARTMENT SINK WITH SINGLE LEVER FAUCET 1-1114" 1/211 1/2" �1 P3 ELKAY \ CPVC PIPE CAST IRON LONG SWEEP 1/4 BEND ;FLOOR DRAIN, ZURN Z-415-8, CAST IRON BODY WITH ADJUSTABLE 5" ROUND BRONZE GATE FOR END LINE CLEANcOUT; OR 2— FD STRAINER HEAD, COLLAR, NICKEL BRONZE FINISH, 4 TRAP PRIMER TAP. E1" 1/211 __ VALVE WAY FITTINNG FOR 2—WAY' CLEANOUT PROVIDE TRAP PRIMER AND WATER LINE TO BELOW NEAREST SINK OR LAVATORY. VALVE BOX DETAIL XTER I OR CLEANOUT (COOG ) U! NTS NTS F (TRAFFIC AREA) c7 o � chi c D 14D 04 j cn -40 I SEE SITE CIVIL DRAWINGS i D FOR CONTINUATION cw cw CN CW CH CN Cw cw CH CH CH CH w CW cw cw Z,llVALVA BOX z G.O. G.O. VALVE BOX Z C.O. j V VE BOX z ( 1 I 1' GOLD NATE711 lh R N N 1" COLD WATER N 1" COLD TER SER FOR FUTURE RISER FOR FUTURE NANT DEVELOPMENT TENANT DEVELOPMENT I 3"VTR N N ! F- r lJ ' j. PP�1. P-3 z (� (P i LL I +N I W I I I W F (n to �' I I � N N 4" SC 40 PVC N N 4" SCP 40 PVC (n o • � I I I I . M (P (P ,t N W W N �l N N (n --- , o (n (n (n p-_ P-1 I. I ! it REVISIONS .. _ VTR NO DATE 9ANITART / VENT �, COOL TRAP, PLAN VIEW GOOG —�s S $ S S S S� S- 5— S- 5 S S S �S S S S S S S S S - S GOOF JOB NO. --oo-+s —' awLr o" vALvea FILENAME ---C Rise OR DROP . . OWPFP BRANcu UP DATE ewuu,a oowx I TO N 2- 102 Rzow DRAWN BY PLUMBING PLAN � scM CW CORD•:WATER LINE I/811 11DII T R TrPhCAL CWECKED BY acom SEE SITE CIVIL DRAWINGS CLewarP ON GRAPr VM VENT TNRU ROOF AFF Ams FINI9NEn KLooa FOR CONTINUATION A8 OF c1 NAC-676\PLAN5\ONPFP.DWG PLOT- DA'V'E: 2/4/02 PLOT" "TIME: 1353:15 r I I .. 0 CQ 97N Cq 0 0 y E-4 a a. E Cd m a 0 z [.i U C--, A B G D E F C-r N G b I I I I I I I I . r i I o 1 I I z Cl V_ JEJ C) 4 O L LLI � a O i I i i 3. 1 LU 4 IL ITT -IF i i U /L/ 5 . 5 .2 I I i I I I REVISIONS i I NO DATE i JOB NO. FI LENANE OWFFP _] DATE 2-1 --02 DRAWN BY FIRST FLOOR ELECTRICAL PLAN .1 1 11 -1 • CNEGKED BY A9 OF q W:\r..r676\PLAN5\0WEFP.DKG Pt_0T DATE: 2/A/02 PLOT TIME: 13:52:03 1,2 t. J. { ,, tri^• a- �, �d`.:. w!"-� �+ ' Y. qtr ; "�•,, Cyt o + ... - , - - `' } .. qt zt 41. :ZL: Fo D,, ''1. - s. .. ... •r,. _. Jam .,• Mfr i• �, .. roti 1� EL I,' P,R-E-. P- �- ,• : • �3` , , % 0 H NRY 'MAYPORT a 4 NAVAL ° w STATI r� AIA '. ICK RD q� Cl TY of INDEX OF SHEETS ¢ ATLANTIC BEACH IO COVER SHEET 1 BLVD CITY OF PRE--DEVELOP MIEN T DRAINAGE PLAN 2 NEPTUNEBEACH SITE GEOMETRY AND UTILITY PLAN 3 6 rn p p' GRADING DRAINAGE & EROSION CONTROL PLAN Q � cn r s 4 r� � 1a, s PAVING AND DRAINAGE DETAILS 5 . o a Lu _ BLVD SANITARY SEWER & WATER DETAILS 5 W W , Cl TY OF GENERAL NOTES; 7 � o JACKSONVILLE > 4 BEACH Z w q � p VICINITY MAP C� N.T.S. Z d O v UJ z VA 'ICKER INCE G 0 t • , L� 1� II�G ' ' :EIGINEERS AGENCY SUBMITTAL DATE r - � CITY PRELIMINARY SET 7-23-•---01 Fx 1711 S.- FIFTiq STRfiFT' r. 4p888 -EMERALD C6AST PARKWA Y iY ✓AGKSON!//LLE:'BAC , ,FI�UR%DA:- 225Q ,> DESTIN,' 'FL�R/pA 3254D JEA PRELIMINARY SET XX--XX—XX , . 9004 . 45 7995, *" :! ' ' 4� 241=1726 854 X37--4252 fAX' 854 - 837 7804 S JR WM D 7-2-01 PIP . ��. ,S� 3L `, ° ;^ 2 r •r' , CITY FINAL SET XX—XX-•-'XX x JEA FINAL SET XX—XX—XX 't ;:.'r " y1M~}fi, i e•''. `Fai"r, ..y r 4'q� N iNEeN BISiEM .��3aoo��a . 0101 -32 CWl JOB NO.MSS n J. 1 r.j Yf M-.."Hf,'b{f.J'd.l'.F' u• •. ., f . .Y•:' /+. .:: '..,. d. ••a',.. V.• y-, .;j. .i i v P t' 1 a L r • . t -NJ X 1 20' woos mm= Oman miiiiimi Sam o lI LOT 7 fry/12.1 I LOT 9 I LOT 10 I LOT 11 I I g"w EXISTING WATER MAIN Lor 12 / l/l 211PA �" '11'7 I -- ----SAN---- -- EXISTING SANITARYS l EWER MAIN• • i2.2 J ` / /ll 10BA A _ � 11.3 .11.7 STS- - - EXISTING STORM SEWER v • , 9 / � . 11.6 N8t�3'19"W J 84' I • ._: --x _a--_r.� r-+ ---r x�.x�r�x�. : :,r- #� 6 AIN LINK FENCE � I� O 15'PA •¢7 ATA-4 E'Pr 2 4 • ' 1 0 + / r,. + f•Pa • - 0. EXISTING SPOT ELEVATION ?� e`wD • BC `i >, J., U- 1� 18"PA FOUND 1/2'IRON A/// 14"wv � W _ � gnu - y � � � � � � - 113x f8'PA ;0'rA I Mu 9"ra • + + 7"1A -38- -- EXISTING CONTOUR q �+� y� 11.4 12.8 12.7 12EL�1 6`rA , 7"ra 1 .16" 1 SERVICE cx. "TA • r k � • y O GATE VALVE (TYP.� 17•BA�J i 1 • 6"Mu S'Wo • 6'FL ' +18'PA r • B`WM-2 /� +22"PX 10'TA 26"PA I 18 BA-3 • • .4y i2.6 • 12"PI , 19'Pa 1s PA 23•wu-� • s-rA DRAINAGE DIVIDE �Q 8"AIU r 10'[ l • 9"TA [/ O / • • I 16"PA • 6'rA • �N I • 2J"EL-2 • g•E i1J'WO a 16`PA 4 1 . 7 • t8"PA ' / � l / ' / 0"TA • 18 PA-2 I r • 878A � � 1 f`,uU-2 • • 7"G•►-2 �{ I 7"9a • s 6"rA D.A. A :F fz-A • 1i.4 13"plA 17"PA ' 11.,2 I J 3.3 ` � 1a PA hz • 17"Wp-2 . 12.4 BASIN INFORMATION 2a"ra-a• i A * • )f r 8'WO-2 20-PA • I / • +6'NU I 6'1Na I PA « • B'CH ' 6" • 6"TA I.26 ACI. • l WO (` 20"WO-3 !L �' D.A.- • 1B"PA I • 1 • B" H / r 33'CH l 13"CFI • D.A. A • • TTA I'� I H �G 7 EL � � / 1.1 2.3 a"�� • 8-TA 0.73 Ac. /0114"CH 0.53 Ac. .11.6 TEL • 2 FFE=13. 0 . / SPI �a� 11.q 9 PA w / 1 / �0` 8"1 A• H"CH "TA 6 14"PA \ 7-EL I .3.4 �0 /J5'WO-1 • • • ti 6" .12.09 • �` • / • 7"SB SET 1/2 IRAN 1 TWO 7"WO • 18"EL 1.2 •• / !• 24"CA 3 PA 22"PA • 17'PA x� • •20"WO-2 13"TA-2 « ,PIPE(-RED CAP) F .� • db 2$""P!t 9� I C ATH 13"TA-3 10'PA " 18 PA 7"TA . 11.7 • 22.1 / �B •15"PA r 231PA C.O. INV. 9.20 ¢ • • 8'E •12.2 _� � TTA � ,227EL f r t9r� • • "E � n 4"W •11 W6 • 12*WO •11"EL-2 + 1 Z.1 _ s 17"TA-•4 :- 111.0/ "WO - ` 6 C.0.t11V. 9.,r39D 11L r- 6- I•l�,nr 19 pA 7"tV0 - - w • •_ J • + 14"TA-z i f1.Q ti - ` _" 53 L. C 0 0.6� • • P, g• a"TA >� o22Pa 7'Ta 1 • B E•L 7" • -+ 6"EL95 L.F6 � 6 PV/ 0 0.6% 15•EL-2 • iJ MA-40 25"CF! +J • ►a"pA • 77A 1"EL. 12.7 U1wi:11aRouleo 1I' 6 C.O. INV. 9:$0 e Psox • TDEL-2 ♦ iJ 47 L.F. N 6" PVC 0.85 1 cr{X411 $ lo'TA POUR,l Paz W/WiT Z S + • r 9"EL-2 • f8"IIU-4 11 " fCABLE 1510 __ 13.0 �7L25"PA .A AIDROP INLET 5/op 6"EL r 3 P � -7 , TOP OF GRATE�,(11.042.7 Poc»ri ra1� 13EL Of:L RISER } . )UNDERGROUND 12`EL-2 •.� �' 6'ylp • f7'•-TA-3 • `` I M iNV.m(Z.L 12 P,V.G. PIPE:GAS LINE idARKER �- • 2 "PA 7EL r 2H'PA • '-2Q"PA 6'CH 5 INV.=(8.49 ON LEFT ,• 2J"PA y • • 16`PA • • S. INV-(((((8.42 ON RIGHT 12.21 2. • • 7'CH / �--- -r SIGN GUY W170D PO R 19 , • fixel- 1,2 SiGN 1 TCN +• X113 EL • H"ri17 • • 20"PA " \ I iPA57iCRp PIPE TED 7, T - t 0P -- �� ANCHOR . 12. L POLE w/LIGHT �, 462.30' iNCN�' .13. P014fR POLESUAMt -- IJ"PA FOUND 1/2- ply 1��CHr _ 12.3 R15Efi' POWER S _ �-CONNECT TO - IST- 5 --- ---- ---. ___ WATER VALVE CONCRETE �2.5r_ w UCHT GUARD POSTS TZ-27 �-- - - - - -- _ _- ® INV. ELEV. 8.80 `-- -- _` r aP --- -- --- --- p¢WA ,YAL4E Y NANHOLE ApPROX LCJCAAON 6' WAf J A C K r SANITARY LiANHOLE -' -- r. 1 H )) ,� /� - � UNDERGROUND Oy W. 1. 4 24 CLAY S RIA/..(13.08) -- - . - --� _ / GAS LINE MARKER E.'IN4�w( 45))B�CLAY Ip SAWCUT & REPAIR PER A �" I V _ -R F12.05 ` _ RIGHT OF WAY)-PAVED - - CITY STANDARDS WAY) PA ( 3 - ----- w 8' CLAY PiPE SANiTARYY MA`HOLE N. INV._(6.98) /0" CLAY PiPE - 5. INV.-(6.72) 8�P.V.C. PIPE A INVt(662) 8" CLAY PIPE / • II Designed. Released For `Construction Project No.: Drawing Conrnell & W.icker , Inc. 0101�--32 �WY r Drawn Consultin Engineer's JACKSON ROAD oCLC Bx w.: 9 , PRE-DEVELOPMENT o �- OFFICE/WAREHOUSE - Checked Ern ineerin 71 , Thin.Drawing,,is the properly of Connelly.dc Wicker lnc. 9� g 1 1 'South . ,5th Street 0 Scale GAA p P % Business Jacksc�nvllle. Beach, Florida 32250 PREPARED FOR DRAINAGE PLAN and As not 'to be re roduced or.co ied..In who a or in 0 1 n-•20* o.C. part;, It is not to be Usedron any,other..proJect and` Number,• (9Q4) 249--79 5 D.W. HENRY Date . is tai-be returned on regUest. . Q GAA x: (904) X41--112f> 2 7 B 30003650 Fa . No. Dgte' Revision By, Regr Engineer JULY 2001 Sheet ° of rpt s'. ' M F - 0 10' 20' • ter: , - k Fr LOTI 10'X10' DUIMPSTER /� // I LOT 9 I LOT 10 I LOT 11 I PAD W FENCE I , " k. ENCLOSURE LOT 1 I LOCKING GATES I 82.67 I k / N88'23'19"W 416.84' 2" 45' 5' END "" _-- --� I FOUND 1/2"IRON lOp 4, ' TBACK PIPE- NO CAP Sf7&4 w •4 1" SERVICE & 2 GATE VALVE RETAINING WALL Q . v (TYP.) , / 2.5 R TO BE DESIGNED 200' 10' ,R 2,R I BY OTHERS I . —�- 10 SETBACK Q C r_. CO a OFFICE/WAREHOUSE 14,# CO 000 S.F. o c>~ a I • �• / n Tb Q �� / o 11.0' 1.1.0' _. 4 FFE=13.50 m o -- -+�- s.o SIDEWALK :5 RETENTION BASIN 4--14' ROLL--UP DOORS _" 5,892 S.F. PIPE(-/ IRON( 2 --45' a 20' 14' 14' C �. BEND 6" CA INV. 9.20 • II `� , •64 0o WHITE / 5' �? PARKING ^`" 6" C.O. INV. 9.60 p STRIPE > 114.37 53 L.F. 6 PVC ® 0:6% ,_ " 20.0 2 RPZ BACKFLOW x 95 LF. N t3 PVC 0 0.6% �- CV o PR )(7-4 6" C.O. INV. 9.80 .-- ►t7 �' I `.. ,c " ., 24" WHITE 7 L.F. N 6 PVC ® 0.85% I z STOP BAR a 22. 20.0' 2�.0' 0 24" WHITE DROPINLET L LE r uNDEfiGROUNp�; '"'°a�' + Rf u� TOP BAR TOP ry as9 isll.a+�a PrP C LINE.A�ARKEft F� - HrpRANT r _ 5 V.- 8.493 ON LEFT •- :: IN ON RIGHT a y86.46 �. 20 cLrr 588'23'19 E 4 R RUGATEa F fry / 20'R PLasni PIPE ANCHOR CABLE p WT ' ''GUY GUY Two ►woos FOUND 1/2"IRON �k 2 METER & BOX ___ , � AIYGHGR Pdwirt POLES --� PIP l '" R __ 17 R TWO WOOD r-ILLEGI9LF' \ 30"X36" STOP SIGN (TYP.) ONE w/UGHr RISER TWO W Pa s WATER VALbE a CONCR.TE ,. -------` -- -- CONNECT CTO XIp 917 MFS ---- -- ___ ___-_ ____� --,- -- __OE �cH �' G POSTS _.I N Vr E LC V. B.OO lr LIGHT GUAR P T �...._ — — p +caLVE ARr MANIroLE _ APPRox LOGAnor4 6" wM A----�+ /�. _ n _. . _ ,.; �. ._-- 30"X30" STOP SIGN (TYP.) R s UNDERGROUND'S SW III 82f) CLAr w �� .,YR. � D SAWI� 08)aHNGLE :. SAWCUT & REPAIR PER (A 30' RIGHT OF WAY PAVED : ` `" ----' / CAS LINE MARKER E. IN V=( .,2 8 CLAY IP E+-l?L{4 {9 ,< -- — CITY STANDARDS )� Yw INvm{a -------" 8 CLAY PIS - SANITARY MANHOLE ,r F 6"'X2 TAPPING -- —>�Mm�127 SADDLE & VALVE — �^ - --- �, N. INV.= 6.98 10" CLAY PIPE' W. INV 5.62 8` CLAY PIPE --- S INV.�f 6-723 8' P.VC. PIPE W/VALVE BOX & COVER — .w ( ) SITE TABULATION DESCRIPTION SQ. FT. PARKING REQUIRED PROVIDED _ RATIO PARKING HC PARKING HC OFFICE 6,000 S.F. 1/300 20 1 20 1 g•w._ LEGEND WAREHOUSE 8,000 S.F. 1/2 EMPLOYEES 5 - 5 ' - - EXISTING WATER MAIN EXISTING FORCE MAIN IMPERVIOUS;_ 64% PERVIOUS= 36% LINE LENGTH BEARING Ll 19.88 S01'36 41 W PAVEMENT & WK 18,401 S.F. GREEN SPACE 16,674 S.F. 44 • - —sAN— EXISTING SANITARY SEWER MAIN _STs _ .- EXISTING STORM SEWER L2 91.33 S01'09'48"W rL4 3 263.92S8842,31 ,� DUMPSTER PAID 100 S.F. RETENTION BASIN: 5,892 S.F. 9 E CONCRETE PAVEMENT 77,.25 Np1'36'41"E BUILDING 14,000 S.F. TOTAL SITE AREA: 50,500 (1.16AC.) TOTAL. 32,501 S.F. ZONING: CG w .. r: 'Det H ned #r:y 9 Re as .�" For"` Constru bion f r `� G- w , r - Project No.: Drawing Ift x t. . p •. '. .. �,. ..X64.. '�� ,. ��.,� W S �. 4 f. •1 Cr'' ':fir. �� o• k�e V, y � Q 0101-32 g v' �w aka. y k Drawn I' J I» RQIAD o Knee•�Itl r/ C �n ns n S:u .r' LGEO T.SITE YAND G ME K40 R .. .' .: gg•,-.,; '... . '-a. w4 ...,+rya=: :n..:,, . .;. .,. '. '..?i' ' ,. `R. "}'+. ,•,... _, -:�. ...:..' .. -:.: .. - .. .. .... � •• ire.. �A;REHQ�S�� - �� . ,.. Checlted, Engineering 1711 South 5th Thiprwin is,the pr art a onnell 'dc. Wicker-'Ina: n g g p p f : y StreetScale . a,P A Q r PR PAR y� r2. E EDFR UTILITY ' PLAN its-201 f p.l. Y �' �B e sJacksonville.' A an S� of �o;'be o u� �sjh s Beat or' 0 250 d`I n rapt d, a.>� copied'In whole a „,Inh,` , FI I.CI �2 . y` a,. , • ..r: f ... .. 'F: ahDW. H RY,. ,_ E. . , ,. drt. It�ts ndt:to be his other. ro' ct dnct"' N g r+ „ :O,Q ., .. e . Ntamber. 904` 249. -799 z, Date . • - Ila.• :i, - ,. is'ta�••,4e'returned bn. -'re oast. q 6 0 ax: B 300 � '9 �4 -241 A 1 5 Fw°-�.1 6 GA,A12 �. 3 7 C ) . � .�.• - - avis She of • :a• F .k , , No. Dqte R ion By Reg. Engineer et o' 10' 20' STORM SEWER STRUCTURE TABLE NTR. TYPE TOP INVERTS REMARKS o.1 TYPE "C" INLET 12.17 9.06 8. SLOT NT=11.60 2 TYPE "C" INLET 11.80 8.76 (W5, 8:30 S 3 FLARED EIND SECTION I -- 8.20 SEE DETAIL 4 MODIFIED TYPE "C" INLET 12.00 8.60 SEE DETAIL NOTE: ALL INLETS WITH SLOTS DEEPER THAN 6" SHALL BE CONSTRUCTED WITH HORIZONTAL LEGEN REFER TO ARCHITECTURAL PLANS BARS AT A MAXIMUM VERTICAL SPACING OF 6 INCHES, 1" DIA. GALVANIZED PIPE / FOR SIZE & LOCATION OF ROOF EMBEDDED 2" IN PRECAST STRUCTURE OR OTHER APPROVED METHOD. s"w EXISTING WATER MAIN DRAIN DOWNSPOUTS. EXISTING SANITARY SEWER MAIN ry -- -- --sr5-�- -- -- EXISTING STORM SEWER 21 LOT 7 LOT g I LOT I i 10'X10' DUMPSTER n� EXISTING SPOT ELEVATION / f1/r I I 10 / / 295 LF - 16" PVC(D�5) ® S=0.1% I LOT 11 I PAD W/ LOT 12 I ---3a- - - EXISTING CONTOUR / 21*PA r� 11.7 LOCKING GATES r . 12.2 10 aA ij ` j 4:1 PRETREATMENT "1;rA 6 r? t? PRETREATMENT DRAINAGE DIVIDE �,� .6.7 N� •� ? 9 _ j� SWALE (6" DEEP), 11.6 ^. N84 23'19"W j6 84' �4 8 " 11.3 11.7 / (7 19"PA 4i A-4 8'PI 2'_ �'- +--a__ r�r_ _ r�x ,x--- - b N ° 6' AIN LINK FE 20 LF 15 RCP ® 50.6% � NEW SPOT ELEVATION * • "PA / 0 6' • ° i Ft�o FOUND 1I/// o"rA ww - `L" �- V NEW DRAINAGE STRUCTURE VY " fl"7A + • . 7'TA AND IDENTIFICATION NUMBER 7 ` J '1 1 SERVICE & + 1? 12.7 2 �`^'� X--- �=TAX �'"TARETAINING WALLOj . GATE VALVE (TYP. 17"9A-38"waD . 8"wa,-- •,6"Mu 1e"8A-3 • • • • , 2.5 R� O • s" TO BE DESIGNED STS NEW STORM SEWER 72"P / 10"Q 10 f iz"p, "'+ d a�,u R BY OTHERS .6 • m " i200 ' H • s'rA SF NEW SILT FENCE Q' /// I • ' 10' SETBACK + . 23'EL-2 9"� ; 1 A 98.0 --~ - DRAINAGE FLOW ARROW All �04TA• •13"PA 18"PA--2 D 1T PA • I •a I _ ° 11AIU Z • • 7"L O J 7"8iA . • 8"TA '\ ��, ////ham tz'P c . 11.2 I J "13.3 3 WIDE 'PA � f• FFE=00.00 NEW FINISHED FLOOR ELEV. . r rw>�--z "/ • 7 0 j OFFI E/WARE OUS / 6-WD coNc. LUME " �, 24"TA-4 ,,J } � r w. O r20 A 1� " • g I r6~MU I • (SEE UIL) r 6" A / i"wn• (\ ? ' �11 N ( $ + 18"PA J / 1WV STORMWATER MANAGEMENT Z0"WD--,3 [� "q, �r� �'� °a° old" 141000 :S. 4 • . rA IBEE LEGEND 4 //,o ,` o I » a 4 n 3:1 111 J11.1 FACILITY /• /wry/ 9" r 8"Ta O • 7 EL • " / f • 8"wo I4"CH• TYP TOB=12.0 (0.135 AC ® TOB) CH = CHERRY N 11 0 a /O� C 9.TA . �� m (TYP) NWL=9.Q _ 14 A 7~kL .0 1'1.0 -,� : s.0' SIDEWALK 11. 9 PA Q� 5' ci 39•wv- �'cH r rrA 6 MEAN ANNUAL DHWL•=11.0 EL -- ELM • 'P • s" Q I I 13.4 • 1.0�� LO q MA = MAPLE V) I 12.0. Ln ad SE 1, _ " LL1 I 4--1 6LL7UP .DOORS 17'wo. 7"WO • 18"1 7S9 13'TA-z • PIPE - !0 'AP) 11.2 TTRE.ATMENT ELEV.=10.8 WO - WATER OAK n� e 24 CA-3 2 ^ • 17"PA 4 "WO-2 ti-r • "� `"` ¢ • z8"P] � 1 rR r � ^ I � +amu-2. I �'� 14' 14' � 13'r ( � LO = LAUREL OAK PA 2 5 f8"PA 15"P� + A 2O A]• 11.7 I " 22A • / f, Bel D • � r7 Tn �, �'�ry 23"PA I C.O. INV. 9.20 M 19*04 • ,22'a,"j� ' 8"E 11 I PA =PALM PI = PINE / 8"E1 -� "/ y' 6' 03 " WHITE • ' "T WM WAX MYRTLE r 8"E '�-. 'wry A ° " 11'EL-z o IRKING M I BA 'BAY 4i 15"PA �"wb *13* ` g„ C.Q.i1L V. 9.Ago ~ . +1z wo " 12.1 TYP IPE 2z~ • 1_ 11.0 TA = TALLOW . • " ryY��/ •.. w '--- -� " s"CH . 9*Vo , • 14"TA-2 v� SB = SUGAR BERRY •�ti " 53 L.O. N 6 PVC ® 0.6% 0 5% y o 9'TA 2C.0- 6-EL . 13"MA-4 Ii^ I 26 LF 15 RCP S==0.4% CA CAMPHOR N zz'PA 2 RPZ. BACIC�i �V 114.3r7eL a, I " 15a-2 ui4 w " _ 1:� + 6'EL 95 L.F� 'Y 6 P1/ ® 0.69 f 12.7 PR VES LATER '1 9 P 3 L -'V�4r" 251165 C.Q. INV. 9.80 f 1 A . 7_TA MU - MULBERRY POMF71 sax .0 I ' P'", L fa ELwx I •• 13 47 L.F. 6" PVC 0.$5 ` t 1.8 8;.0 . 1D"rA -2 _ TWIN 4 WHITE + i - -3 �- TRIPLE 7 r Z •1- P BAR . 1s"Lo \ 0 24 WHITE I DROP'1NL£T -4 = CLUSTER + I8 IJU-4 1 wx,- p • 22.0 + � TCP-HAR---� 13. . i4'7A TOP OF CRA7Et(11.04) UNDERGROUND cul, " R r �• • 17"-TA-3 • N. INV.- 1344 12~ P.V.C. PIPE;, OAS LINE MA KER ° J ( } .2� HYDRANT. r "J._ 9 P •• 7"EL • • I � INV- a49 ON LEFT.:.: �� 86.46 r " • r • �.,�,� " 16" " S. INV-(9:42) ON RIGHT / 9 t GUY 6• 1 • } 1.Z' 61CN " r ��16 F rR B"YYO /` ��•.." ° h "' \ I I 18" CORRUO'ATO PLASTIC PIPE 2" METER & BOX fOP rr rr - - _ ANCHOR . 12 POLED � R -� ` - 82.30' ANCHOR f3 Pow /?POUS �- 'R ABL • 13"PA FOUND 1/?' qN POLE w ib? 4 !� 30 X30 STOP SIGN (TYP.) E„W /T w-�-- - - -- - 77- -- w - CONNEC.T T0 (I 'ti( � -�- - -- - . ____ 2.3 R15ER POWER POLES WATER VALVE�iCONCRETE - - . �1' w LIGHT � � � __.._.. GUARD PASTS ri ® INV. ELEV. 8.80 3' TAPER TO FLUSH AT 2' co i1.9 11.85 i�!<YA3F SALVE R MANHOLEOX LOCATION 6" *14 J A 0 Ll U /1 SANITARY MANHOLE � -- _E Mini-1-1�1}�I� �T � - 3Q"X STOP SIGN (TYP.) - - - UNDERGROUND� Sw. 1 Vw d, 4) CLAY /P SAWCUT & REP LLL" L�_�J �p RIM�(1a09) `- cAs LINE MARKER - - IN]/-( 4s 8gctaY rP CITY STANDARDS PER (A 30' RIGHT OF WAY)--PAVED w,'Nv�5s�t� --M,�TCH _E?�15TWG �GE OF PAVEMENT q' LE{,�JN L1NK EENC�TH 4' WIDE T 11 11205 M2jaITWA&VEMENT - B CLAY PIPE SANITARY MANHOLE - WITH SMOOTH IRAN IONLOCKABLE SELF-LATCHING GATEMATCH EXST ��` - -- - - - - - N. INVn(6.72 to• CLAY PIPE J a S. lNU.� 5.7z 8" P.V.0 PIPE INV-(5.62) 9 CLAY PIPE / / I � / I • t . ,. Desi ned „` 9 Released For Construction /"' Project Na: Drawing ow ••� I I Connelly & Wicker Inc.«• p ,a101--32 Drawn 0.6naulth rEn ineers JACKSON ROADCLC , , B :� 9 GRADING, DRAINAGE AND o „ / OFFICE/WAREHOUSE.Checked. .r Engineering, 17111 South 5th `Streety Sale a ; -Thls ,Drawing Is the pro Scale Connelly.ac INlcker Inc. Q PREPARED FOREROSIONCONTROL GAA and Is not td be repro aced or'co ied in' whole_ or In Busing S JQckS'OnVl11e Beach Florida32250 PLAN „ p � �: . � - � : � .p.W.• HENRY• � 1"-20" . O:G: part; It is not to be, on any other project and Number. (9�4) 249--"7995 Date . is to be returned on request Q 4 "7 GAA 13130003650 Fdx: (904) 241-1126 No. Date Revision By Reg. Engineer JULY 2001 Sheet _T of T y _ - xf %. ' r r' �Y a '[ -eta ,.,<.,"f ,�..,. H....... .d., _ *, r r le n a�• . r . r .':. R • ,1,. SIDE '/ ANCHOR BALES WITH 2 - 2" x 2" x 4' "" + n .� STAKES PER BALE. OVERLAP 2" MIN: ., s x �, - WOVEN OR f�DNTWQrr N �_ ,:. FILTEA FABRIC JACKET � °� z ,,. DITCH DITCH PIPE JOINT PIPE ' APRq o JOINT 1. 11 n ;, CLItjB. do GUTTE CURB & GUTTER " `� VARIES 5.0, CURB LINE OR END � ' OF PARKING SPACE ,r ; � w. SECIiRI, . pEVIGE rn � , I I - I - % I . . . . . d. Emn� 1. 12 `12 STOP � .i�:�, I.,.",;. "_. , MIN MIN (TiE-=STRI i >� PA TEAL INLET " COMPLETED INLET - DITCH BOTTOM INLET _ ' CITY, APPROVED) •� �11v•ILTER FABRIC _ 3000 pet CONCRETE ''" , t c> . . JACKET FLUSH-TOOLED 1 F; EDGE " ro . - -\-,----.-'/' a• . ILS �2 4 cr 12" GRIP NOTE: R1^� r . 1 - . > .a- . . F ;,; 1`�^ ` . . < . �,_ 5 t , X1.7:5. . -� '• ..d. . . . � I . " THE STOP SIGN SHALL BE OCTAGON WITH WHITE . '■ I ..r A ; �y' � v' MESSAGE AND BORDER ON A RED BACKGROUND. I . . 1_111Q I , y1. / / / 1/2" PREFORMED ROUND CONCRETE PIPE SHOWN ROUND GQNCRETE PIPE Eg7; \ \ /\ /\/ fi� THE POSTS ANO BRACKETS WILL BE PER FgOT t y 4 CRE / /\\ /�\//�\//�\/, / /\\/\\/ EXPANSION JOINT STANDARD INDEX 11860 AND 11861. a , , PIPE SECTION. > ISOMETRIC VIEW ( � , - - .r _ _ 1:� ,_1 �_� '� STOP SIGN DETAj(,,, 1 � ., - - COMPACTED SUBGRADE �_ ,.. , ' x I SPtGOT'ON,INLET stC71oN ;: " COST OF FILTER FABRIC TO BE INCLUDED IN COST OF RIPE CULVERTS, N.T.s. f`gELI.oN OUTLET SECTION a a , r. .. ► W SIDEWALK• DETAIL ' ``-00 ' Icg1cf ° FILTER_ FABRIC - JACKET' _DETAIL N.T.S. PROVIDE DETECTABLE WARNING - - _ _ i .. CENTERLINE OF SURFACE PER FLORIDA �. --r,+-...__ I N'T's' - PARKING SPACE HANDICAPPED CODE 5 O' . , ' y e PLAN.. " . - D A H.C' SIGN WALL OR : �- . _ , » HANDICAPPED PARKING SYMBOL = • . o • , p 1 .•. '-J`--`P�T,MOUNTED / T r N.T.S. r ovo r V.n - r_ �.1 11 g 7 * 6" STEP �� . ,�a w C, 1,1, .. 1, . 1 . , L_ ' ' I �? 1-11 I / B MONOLITHIC CURB 7" » z J - - FILTER FABRIC V.4 . - AND stDEw�llc M (GALV ANIZED)ANIZED) CHAN. M 0. m " I ; 0/' ,d ' + Kt: �� POST DRIVEN INTO -ory : �� 10 1/2"R FIN. PAV'T GRADE r 1--1/4"-I I"-* i ' 6 W . �1.1 _�_�lGROUND 18" MIN. % ° . 77AZF_ 14' ��JJ�� T FLOW GRADE . . • •" . a I P//, ,// . . .. 0 ■ " - I - a�maY ■ co 27 32 2" ' TOE WALL.--- x w -4. _ • . Z I II 3_1 2 » . , . T7_ 1 I I a+�r c° 'o I- - 12" GORE AREA ■ BLUE LINE-- V ITE LINE 1N/18 SPACING 2-04BARB o " I FINISHED -C- TYPICAL 12 I GRADE -II ■ " 1''6" ' 6" WHEN PVM'T. SLOPES i NOTES: 12 .-� SECTION X- _ WIRE OR NETTING AWAY FROM CURB ' GENERAL NOTES � 1.TOP PORTION SHALL HAViE A 5/16" MACHINE SCREW GENERAL NOTES: ` 1. End sections shall conform to standard strength NOTES WHEN USED ON H GH.SIDE OF•ROADWAY, THE CROSS REFLECTIVE BLUE BACKGROUND OR BOLT I 11 1) CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES. reinforced concrete`pipe of like diameter as per SLOPE' OF THE GUTTER.SHALL MATCH THE CROSS SLOPE I I WITH WHITE REFLECTIVE SYIMBOL NUT & LOCK I Standard Specifications. , SECTION I----Ir CONC.- I WASHER �, t 2. Joint'betw�en end section .& pipe culvert to be OF THE ADJACENT PAVEMENT. , 7" AND BORDER. 2) THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8%. t 1/2"R. Typo made b reinfor"ced..;concra#a Collor or cold adhesive NVIROFENCE 10OX WITH SED• FILTER 2.BOTTOM PORTION SHALL (HAVE w 3) SEE GRADING PLAN FOR SPOT ELEVATIONS. preformed plastic:casket. FABRIC, NETTING & FENCE. (KEEP AWAY.FROM'TREES) A REFLECTIVE WHITE BACKGROUND '`" , 3. nd sections tq be t�� ad only when pacified on B -CURB --AND- GUTIEBQETAIL. M0N0LITI'IICi CURB aC SIDEWI�ILK DETAIL WITH BLACK OPAQUE LEGEMID AND i�� SIGN 4) ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTEq e plans or at locatons as directs by the N.T.S. N.T.S. BORDER. WHITE. IF USED, H.G. SYMBOL SHALL BE 3 TO 5 FEET HIGH• 1 , Engineer - 1. r _SECTION Y-Y 4' Tw wall t�a IQ. const Victed when shown on the B C, QETAIL �(�(� PQST MOUNTING DETAIL 5) TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE ,pans or. e�gnated,: yhe Engineer• �' !14' - �= BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND - . .. P .R ��^ RIGHT-OF-WAY BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE � '♦ BOr �� OR PROPERTY LINE HANDICAPPED -SIGN 8i! POST DETAILS BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER. _. WEIGHT N.T.S. T SPIGOT ., $ _t .C D E 1 R 2?. F. H (LB&) 15' „i2 2 6 3 3nYtD" 6.�1» 2, •B» 2 124' 1�� 3 12 74O ��_ � .��- . 4' CHAIN--LINK 16" 2 2 g" ," 2' "t : 3'�:1p" 6=1" 1 12" 4' :., 15 990 �� f o 24 ,V 3x,, 2 +•9 3 7 2 8 $ 4 Q?s 33 1 14 . 4 1 1520 ��•�f M FENCE (MIN)�r HANDICAPPED. PACING SPACE DETAIL < 3 ,.1•.0" 4' �'L 1'7 9»r 5 :0� x3r. 1 alb"• � 5" 21" 2190 ► �-_ N.T.S. ��1�� x , 4'. CHAIN LINK FENCE:' 3� 6" HIGH SIDEWALK11 ;' :38' :,4' 3 4,1' , �' 3 ,2'--1 6 �4 2 20" :5 21 4t00 � 1. .�� VI* LOCKABLE SELF 4Q1 �. 3 a :.1�-W 5 3 r. .,>2'-tt. a „2" 6 'r.'.f3 27 22 3 24" 538d " "" , , * • » � 4"x4" TRENCH x LATCHING GATE VARIES _ . `48 4 #2'-0' s40 z-•2,' 9-2" 7' C' ',i6 29 X22 $ •24. 6530 I 54 5 4 .S, W V . . 2.-w11" e'-4"' 7' 6'"' a:'85 'f3 24':. �6 24;77 " Ty - F i 6 4.6 f 6'S" $'"8 5' r ^3'-3", .•8'-3' $ 72 24'" 6 24' 8750 SG wA " 66 a 6 =5 2�wd'. fl 8 1.-9 a'-3 B' B".: ara2". 3e 24'- 7 24' 1063D ELEVATION DESIGN, HIGH TER MEAN ANNUAL=. 11.0 T.Q.B. 12.00 72 : 6". 2'r 6' B ' . 1'-9' 13-3 Q'� 24 7 24' 12520 I /\/\/\/\/� 1-1/2" ASPIHALT TYPE S-1 q ;?' f x r N.T.S. ' /' _ \\�/\\//\\�/\\//� (F.D.O.T. STDI. SPEC. 331) "� NWL ELEV= 9,0 /� /� /� /� / PRIME COAT (F.D.O.T. STD. SPEC. 300) s ' ` FLARED EIVD .SECTYON='FQR PAPE CULVERTS 3 *OPTIONAL BASE (6" LIMEROCK BASE OR y ,# �w� N,TS, LEDGE 6" CRUSHED CONCRETE}** :il r , ELEV. = 9,0 Iv- (F.D.O.T. STD). SPEC. 200 OR 204 & 911) s k f 1 + f��\/, BULKHEAD 12" SUBGRAU]E COMPACTED TO 98� 2. PLACE AND STAKE STRAW BALES. _ / .�: !! �' 3 TO BE DESIGNED ( 1. EXCAVATE THE TRENCH. % ( MAX. DENSITY-AASHTO T-180) +r `+ a `' FIBERGLASS OIL '' +AF BY OTHERS) * EACH BASE MATERIAL SHALL BE BID AS AN INDIVIDUAL ALTERNATE. 1 SKIMM� 12 MAX. 'DEPTH . ., � A, 4 ''. y, CAPS AT EACH'IEND 1 ** IN CITY R/W BASE SHALL BE 8" LIMEROt;K BASE OR 8" CRUSHED CONCRETE. * ;rs NWL - 9.0 BTM.. ELEV. 0.0 16 I1 , . N.T.S. .- ig" _ DRILL 1.0"0 ORIFICE .. ., . '; IN CENTER OF .CAP '° , I SLOT ° 1.0' MIN. f 4" PVC TEF W1 THREADED. . . - POND= SECTION . 4' LEDGE AT ELEV. 8.0 r SLOT OPENINGS SHALL N.T.S. 4" , . " _ .: NDT BE IN.WALLS 1 I � :- � WITH GRATE SEAT BALE r d ►� x I I x WIDTH �, "15 RCP 4 in {" ':i . N NOTE: CONC DESIGN FLOW 5TREiJGTH 18" CURB AND 4000 P.S.I.• GUTTER 3. WEDGE LOOSE STRAW BETWEEN 4 EXCAVATED SOILOMPACT THE CONTROL STRUCTURE • i;• 10 . j-TYPE "C" GRATE an . BALES. 4 , . - N.T.S. .� 4 . ,.. • i , L 2"x2"x1 4" ANGLE - - - • • • a IRON GRATE SEAT - _,. 4 1 " .•-4 .`•••• yr �: i • 4 ' • �� }A fir' " 4 'B" -0 B" g» '-" 6" " ''• , ' : ", • •,4•':FLUME..TU I�ATC�H:. I" Staked mnd Entranced 2 - .\ ; 1/4" 3 3/4" 2 1/4 " 3 3/4 1 - . .• `RVM.7:q . E , Straw Boole ALL EXPOSED CORNERS 4 , ' AND EpGE5 TQ BE a.. i .- TOP EL.- 12.04 3 4. - 2 1 4 U , I _�_ ALL EXPOSED CORNERS 2" •-.•� - t.• ..�' • • • ' , . . a AN EDGES TO tE CHAMFERED 3 4" p •. • ,• • A CHAMFERED 3/4 / •: •+ Binding Wire 2" . 1 9 YE BOLTS �. �._, a. 4' >. nd SEE PLATE 2"x2"x1 4" ANGLE .. or Twine RETAINING WALL -210) _ E_ IRON GRATE SEAT ,of 2'R (TO BE DESIGNED BY OTHERS) ~ ~ SEE PLATE D-209 I I Prevent Compacted Soil to INSTALL #4 REBAR IN - "_. ;� ( ), SLOT'°OPENINGS AT•8 Q.C. 1�.-_,.,. *..= �' PIP MMUS5T NQQT gg�� I #4 0 12" O.C. B.W. FLAK I I I I COSIRLICTION JOINTH �_ '� Filtered Runoff Sedimant Laden CONSTRUCTION OF A HAY BALE BARRIER. .16"' WEIR EL•=. 10:80 .1 • � .'-{- t-: 1 I Runoff RO.TATEp FQR:CLARI PIP S gHALL�E FLUSH to » BOTTOM OF ;,.L% WIT INSIDE ALL w 0 6 ' Iti �•- S TUR N .2 . I I I SKIMMEIt7.EL. 10.50' i »•- . > •J- ( . " " TYPE INLET PAVEMENT I I I � I I _ = (RQTATED 'FOR CLARITY) I -t- '1 'j. .M- GROUT, OR RAM-NEK • TOR EL - 11.80 A JOINTS' WHEN REQUIRED �., ° I I I I B r I1=II I ---III---II I ,:'ORIFICE ELEV, = 15" RCP I I•..' g» 4" CONCRE 12" TURNDOWNS I I I I l- •'" -'� - - - - -. SEE DE AIL I V , - - I I ► I DETAIL) N . EL 8.60 - �'•, I �I I I--I I III--III 1 (ROTATED FOR CLARITY.) - " - ". •, . I '/2 " _..I I Ifl I I�� I I I �-i I I-- �' _III -I I I I-�� SUMP"ELEJ'`7.7 •;� _� #4 012 O.C. B.W. �--- 1 11:----I I FE1 I I III�I I I I I I--I I I�l I 1--1 k�. L ., - i III �I I I'I I I I---1 I IJ POINTS A SHOULD BE HIGHER THAN POINT B ;.Y-- r t PIPE MUST NOT BE IN I I I�� k R L V 7.q V � I_�. +: CONSTRUCTION JOINT ��,. ' ' " E - :1 p�PES gHq�L� g FLUSH PROPER PLACEMENT OF HAY BALE BARRIER IN DRAINAGE WAY \.�� ,�\ ,�\/�\/N\ -t�, - s.,_. - � ... WITH INSIpE WA . CONCRETE FLUME QEI61L U NT. . #4 6 C" aC. B.W. /� / / ,__ ... '• .. .. - .. #� 6" 0G BW . ,;,a MINIMUM BEARING CAPACITY 2000 PSF BALE I - --- a, . . :r w ,F, ; ,� �: « - i N.T.S. N.T.S. 1. :_� z TYPE "C" INLET x4 $ ; +M + ' ,ram*,a, ` N.T S ri ,N,T.S.. r` , aYal It 1. !.' f' .�F4�" (�' pie y' ',X'T •..�y 'rN L'i .. - r • , l DesigfI e dr' nS ii Project No.: Drawing , el.eca .ed' F C4 tig�. ,i. J • 11", ' .J I Con�neil. & 1N�ck®r inc. 0,0,-32 ,.i° 7M. , '�e '.3 •"ir� 'd't.. �_ .. ^w 1. a, ,,rpM 'T' "�a,"� . a �M f, b M • .4_4 7. 1 , � !�o , .� ra . , , :`D viir� � s �• 1 I '. . ,�x J Q , _. ,. �L AK QAt . :' l p`. .. . I _ � `1 . ; - p ,r.1R 4 .. h e r an su tin a -8 , G n ,- 1. f• y . t .. far... .p �eae.: Q .�'. •'I `'i. - �a '13`. 6 Y: .F•. y'c J^ k. ! .q' - ar dv VI A D I E DE I �• .�: �P N• D�' RA NAG - TA LS �s, d^ QF -E� E L.i it'.E�• A N �� FIG S C=, n in ee -i 1711 •o h 5 �h� �. E r n ut t St set Q. s Dr .a h e G n -do Wicker.. n c s w1 a This dwinc s' .t e, prep rty°'a on ellY' Biu 9 y .. �, • Q ale . y 'r a t,. .{ ..o:. :G 'i' 111K B s es Jaci i l"e Bea A rid 32250 �1�1 ,%, a d,.tq,,not 4o1 ,e. repi•od" cad or,.co led•in whole o in L� i. S' K C 11�/II Ch, . � , .. A$ �JQj�� „ k 4.� y p .x. w rE is not,..to:t;e use .o .dn other, •ro i,and'- . O'C.. .�'_ �, q .6 y p !e Nu bar. 904: ;�,"249 "79 5 . r . m . 11 .� ,f ar :' . ! Date . - ,• .� t - Q g`. r "n r' f ba `etu ne o , . r e ue rr J r y: q :it:w <. : H ' }. u:: VII. N Y`: //) g•:- 'f {til' B:1 ,:0 3fi50 'F x. 04. 2 .1•�-1� 2fi G o, Q 4 4 A1:11. a of aF Sh et M� Engineer er R E e i ion B e JULY t �� Na. Date Revs L 2 Y 9• 9 q y. A w- r -1 �'' r. 5• ,a. i T ..r. e.. -..... ... r r .. V■ y • M i �f •4. r•' .. f �t�.. .,re A. " P % y �: 1. .4'� - 1 ,'�i:•^ilii�'a "a.' ''.ri, r. .. - .. `>'n• - ".r L �i'�' A.. a L �` TOP SECTI01`4'VIEW` 9 ., L=MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING FEET =ILI YFO I WE x-112" "Mµ JIG-- 2-1 2-5/8 (13 LBS APPROX.) /8 1 2 / » 5 16" o,. v ANGLE OF rtxL u7►uiH a[[ ya io' ui4 1C urrniM 6-1 6- �. / # 0 4 GIREanoN I 10 CL o CHANGE :.. D G) 3 D o W 1 $ F q� p ; HORIZOK& BENDS L ME HN ( I1SU y1 s'r� i r 3/8 » (23 LBS APPROX.) p sat•r E rare MUM UnTY ¢ � g 1 v BOTTOM SECTION VIEW' 4 2 4 7 18 20 - run 1 - branch 39 16 / 3 8 / 1 n/a L {-r-� \-�� C".) NOTE sp iv 1 2" QUM 6 2 5 10 25 20 run 1 branch 55 23 / 4 11 / 2 28 DEAD END � `-�LOOM ar THE ME ro Of REFFIVMM r� i j 7/32" / SIDE tlr WO SVLL W N ACCORDWCE WM 1. IF EXISTING UTILITY PIPE IS A WATER MAIN I I 8 3 6 13 32 20 -- run 1 -- brandh 72 30 / 5 14 / 3 30 >��► µFOR *- MM a �,f ox MI EE 6-INCHES OF SEPARATION IS REQUIRED. ¢ n 7-3 / 8" Wa BE MECHNrrN1Y .10 4 $ 16 38 20 - run 1 branch 86 36 / 6 1'7 / 29 aEsrwwEo 2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, SANITARY SEWER LINE, 1- /8" (2) 1" DIA. PICKHOLES 12 4 9 19 45 20' -- run 1 - branch 102 42, / 8 20 4 50 .� L VERTICAL•OFFSET RECLAIMED WATER MAIN OR DRAINAGE PIPE, 18 INCHES OF / SEPARATION IS REQUIRED, IF THIS IS IMPOSSIBLE AND EXISTING 1 h- 5-1/4"--I 14 5 10 21 51 20 - run 10 - branch 116 48 / 9 23 / 4 30 AN" OF UTILITY MAIN IS 0900, C905 OR D.I. PIPE, SEPARATION CAN BE p REDUCED TO 6-INCHES. A FULL 20FT. PIPE SHALL BE CENTERED _ OVER EXISTING, UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING 5 1/2" 1" 16 6 11 23 57 20 run 26 branch 131 . . 54 / 1O 26 / 5 30 ■ 3 � 5" UPPER BEND, FOR 18--INCH OR B-INCH SEPARATIONS, (IF NOT CROSSING OVER cy 18 B' 12 26 62 20 -- run 41 - branch 145 60 / 11 29 / 5 29 7/32 EXISTING WATER MAINS.) � (26 LBS APPROX.) 3. LOCATING WIRING REQUIRED. SEE DETAIL W-44. 1 3/$ 20 7 13 28 68 20 - run 55 -- branch 158 66 / 12 36 / 6 29 1- 8_ 2=-1 NOTE: 3/8" 3/8 LOWER BEND / 1/4" ES 24 8 16 32 78 .20 - run 58 branch 185 77 / 11 37 / 7 55 RUN 4, DEPTH OF BURY TO BE 24" MINIMUM. DEPTH OF BURY TO BE II ANGLE cnii MEASURED FROM BOTTOM OF SUBGRADE IN PAVED AREAS. F---10--3/4"� VALVE SECTION- bX ION 5`•3/4" ILI 30 9 18 38 92 ' 20 - run 77 - branch 221 '92 / 17 44 / 8 77 CFO" 3fi 10 21 44 195 20 -- run 115 - branch 256 106 / 20 51 / 10 77 L ADJUSTMENT OVER EX(STII � UTIUn ALSO ACCEPTABLE N.T.S. NOTES: L �I N.T.S. N.T.S. 1.'TABLE ASSUMPTIONS: PVC PIPE, SAFETY FACTOR = 1,5, TEST . PRESSURE = 150PSI S014 = GM OR SM, 3 FT. BURY DEPTH TO TOP ,OF PIPE, TRENCH TYPE 3, BRANCH ON TEE IS ONE SIZE SMALLER THAN,RUN OF TEE SIZE AND 20 FEET.OF PIPE BRANCH IS INSTALLED PAST THE TEE ON THE RUN SIDE (SMALLER BRANCH SIZES MUST BE CALCULATED BY THE ENGINEER). ,VERTICAL OFFSETS ARE 3 FEET DEEP ON TOP AND 8 FEET DEEP ON L _ :BOTTOM. REDUCERS ARE CALCULATED FOR ONE''SIZE REDUCTION... OTHER CONDITIONS WILL — — - REQUIRE;ADDITIONAL CALCULATIONS. - 2. ALL FITTINGS MUST BE RESTRAINED. ONE OF THE FOLLOWING. METHODS MAY BE USED: t6''""'"w � BROOKS NO. 37•-T A. MECHANICAL RESTRAINTS AT FITTING AND AT ADJACENT JOINTS TO A LENGTH AS SPECIFIED aIcair *fir CAST IRON TRAFFIC IN CHART . MUM unm POE COVER OR EQUAL B. TiE RODS AT FITTING AND THROUGH JOINTS TO A LENGTH AS SPECIFIED.IN CHART. THRUST a P �■Q �� THRUST P n . TEES 3. PAYMENT FOR RESTRAINTS FITTING SHALL BE INCLUDED WiTH THE FITTING PAYMENT. PAYMENT RUN IN UNE VALVE rw-uHv'rr+Of ° FOR RESTRAINT AT DISTANCE "L" FRAM FITTING' SHALL BE AS IF 20 FT. JOINTS WERE INSTALLED. + o At CADSM*X 4., VALVE RESTRAINTS SHALL BE RESTRAINED THE SAME DISTANCE,AS.,HORIZONTAL PLUGS. (� SEE Harm TYPICAL PROFILE `r TYPICAL PROFILE 11 x 1� Z oR+a eEws(srzE v BROOKS NO. 37 BEL. ,TL TO PLAIN END MECHMICAL JL To PLAIN END Df E' BODY, 0R I w/iIECWWICAL RESrRA IMM w/NECWWICAL RESTRAINERS Tf�LIMIN or THE PIPE TO K RE59RMW EQUAL `L2 MECHANICAL RESTRAINT—LENGTHS RING '°e l T"°"""�"" """'TMx w-F°j��rwEc""►+cNowrs��u'E"r�Y I N.T.S. TEE.BOLT TEE BOLT MWOOM Bpi tt. P.va M� D.I. frrnNc�s /Q `�� BROOKS NO. 37-H COVER WITH O C".) R1)QUff D f CAST IRON HINGED oo AM P� 12» f �1-3�4 �i a° LID, OR EQUAL RPZ NRS GATE VALVE ( NOTES: r . GALV. STEEL UNION ' GALV. STEEL UNION 1. IF EXISTING UTILITY PIPE IS A WATER MAIN �y 6--INCHES OF SEPARATION IS REQUIRED.RM 2. IF EXISTING UTILITY PIPE, IS A FORCE MAIN, SANITARY SEWER UNE, r �O 1,1 1/2" BRASS y RECLAIMED WATER MAIN OR DRAINAGE PIPE, 18 INCHES OF SEPARATION HINGE ••�- " V4 wr O RESTRAINED MECHANICAL JOINT IS REQUIRED. IF THIS IS IMPOSSIBLE AND EXISTING UTILITY MAIN IS T" PIN •-• �.5� RESTRAINED BELL JOINT C900. C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO BGA. WELDED b 6-INCHES. A FULL 20FT. PIPE SHALL BE CENTERED UNDER EXISTING 1..� UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR 18•--INCH OR WIRE FRAME GALV, STEEL I L �� SECTIONS 6-INCH SEPARATIONS. (IF NOT CROSSING UNDER EXISTING WATER MAIN.) 24" SQUARE SCREWED PIPE CONCRETE PAD INSULATE (TYP.) AND FITTINGS METER -BOX � FOR " 3. LOCATING WIRING REQUIRED. SEE DETAIL W--44. A*. � � fi THICK) ) FINISH GRADE PLUS TRIPE DIA., i• ♦• L & � METERS o �` '°" • REDUCER * "v MECHANICAL JOINT SLEEVESADJUSTMENT NUER EXISTING -UTIU11M 3/ N.T.S. N.T.S. SEWER OR TO PREVEN[THE"►aus+a+ or COANT NONPOTABLE b---•: KM THE POO=OF THE RES RMIT � a7YM OF 16 ma PMYETHYLEW WATER MAIN VZTER', S IDENTIFICATION TAG INDICATING t:;.. , SEDUCED PRESSURE VALVE r x-• MIN. WATER MAIN VALVE SIZE & VALVE TYPE BEDED FLUSH w/TOP OF CONCRETE * 24" WATER MAIN ao-- MECHANICALLY o RESTRAINED N;T,S, - ' • '�'Y`- ++ JOINTS ` o -�•u� _ , UNDISTURBED .~ i e� EARTH SEWER MAIN 10' 10' " �,,.•. 3" (TYP.) » THRUST COLLAR ANCHOR 71 NOTES: _".` Bc 18 MAX. To BE LM rtsTEM of TOTiL ` :...�° #4 REINF. BAR (TYP.) Bc 12" MIN. CAREFULLY ' ' LE"QTM i°PTpM'O 1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A SHEETING COMPACTED s�As PES W&W Bout DET (W-38), WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN, THEN THE WATER BACKFILL SEE DETAILS w-3e e�w--n. MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH WHM FORCE AAu E3 SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE 3000 PSI WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON CONCRETE PAD 1 - UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED. COVER FINISHED GRADE RORCE A FORCE B 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED -+- 1/4 Bc BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN 6 �4'' MIN. THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTA13LE WATER MAIN .._ 1 WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR \ ## #, NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTEREDWTV4 - FIRE HYDRANT LATERAL ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF 1 DUCTILE IRON PIPE WITH MECHANICALLY RESTRAINED JOINTS. 24" DIA. 6" THK h10ATFpRIAAL D GRANULAR ON PAD (ALL AROUND HALF SECTION IMF SECTION MECHANICAL RESTRAINT DETAILS, 5EII�IER",.,,SEPARATION QETAIL � VALVE BOX) . N.T.S. BROOKS 1--RT SERIES ' SHEETED TRENCH UNSHEETED TRENCH N.T.S. » BOX WITH C.I. COVER '� VALVE TYPE II 6" WIDE X 6 THK. COMPACTED GRANULAR BEDDING PAVEMENT CONC. COLLAR SLOPE." CURB METER BOX do COVERN4,,, FINISHED GRADE MECHANICAL N JOINT Bc + 18 »MAX DOUBLE STRAP BRONZE WATER ��/ \ _ JOINT RESTAINED Bc -F 12 MIN. SERVICE SADDLE SERVICE 18" MIN. CURB STOP - - - PIPE �\ SHEETING-\\ Bc CAREFULLY LINESER CORPORATION STOP r — r CONNECTION TO BE ^MADE BY PLUMBER 1-�l4 CONT. COMPACTED METER STD. CLEANOUT COVER BACKFILL WATER MAIN 36" MIN. W/ THREADED PLUG k 1" CONCRETE o e D bD D q4 = POLYETHYLENE UNDISTURBED SOIL a c� °� "". w " d 22'•1/2' 2x 50 WATER SERVICE LINE ZET METER ON UNDISTURBED OR COMPACTED SOIL 6"X6" WYE a Cm, BRANCH NOTES: ! 6" P.V.C. 45 DEG. EL f\�\\\�\ DISTRIBUTION MAIN 1. METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, SEVEN FEET 45 UNDISTURBED NO. 57 STONE SHAPED BOTTOM OUTSIDE OF THE PROPERTY LINE AND FOUR FEET INSIDE OF THE EARTH 0.5 Bc SUITABLE UNDISTRURBED SOIL PROLONGATION OF ONE OF THE SIDE PROPERTY ONES. 6" P.V C NOTES: 2. LOCATING WIRING REQUIRED ON SERVICES & WATER MAINS. P.V.C. STOPPER i, POURE[T IN PLACE ' (NOT PRECAST) CONCRETE SHALL BE FLUSH w/ GRADE. HALF SECTION HALF SECTION SEE PLATE W-44. 2. LOCATING WIRING REQUIRED. SEE DETAIL W--44. SHEETED TRENCH UNSHEETED TRENCH CORPORATION STOP FB1600 FORD OR APPROVED EQUAL, SIZE >,. >» SANITARY SEWER CLEANQUI DETAIL VALVE BOX EQR UNPAVED L�QCATLON TYPE 1 OR TO SERVICE LINE -SHAPED BOTTOM w/TAMPED-.,BACKFILL N.T.S. . METER N.T.S. N.T.S. BEDDING DEIAL5 (CLASS CATER SERVICE TAPPING DETAIL N.T.S. N.T.S. Designed, Released For Construction • GAA � Connelly � Inc. 101-32 Drawing & W cker i c. JACKSON ROAD o Drawn By Consulting EngineersOFFICE/WAREHOUSE C�CSANITARY SEWER & o Chocked This' browing Is the property of Connelly & Wicker Inc. Engineering 1711 . South 5th Street Q Scale ' GAA and is not to be reproduced or copied in whole or in Business' Jacksonville Beach, Florida 32250 PREPARED FOR WATER DETAILS AS NOTED , 0•C, part: It is not to be used on any other project and Number: (904) 249-7995 Q, W. HENRY DATE: GAA i$ #o he returned an request. B13003650 FaX: 904 241 -1126 6 No. Date Revision 13y. Reg. Engineer Sheet of Irv[ M611/por r #: q ,�., _ , . • , i.. 1•- h'1 _ .. _ Y-' y�. h r Hk:'. , .�r T". a, , ay 4 ;f l 7 ry !nt: x ;A : w. _ . . i . . . .:'GENER'�iL NOTES# UT � NO :. _ .. 1 . 1. .. .. .r ILITY TELS EROSION & SEDIMENT CONTROL NOTES: :.a �..' x 4 ,* F s TH ELATI SECTIONS 1. THE LOC TION OF ALL EXISTING UTILITIES STRUCTURE AND IMPR N. N...T E 2 AL GAT VALVES H L @E UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL 1. THESE PLANS INDICATE THE MINIMUM EROSION 0 . - AL LETE. ACC ANCE Wt ALL R VE A E S ME T SH WN H 3 L tY SAL H A E ISEDIMENT CONTROL MEASURES WORK ANQ;SMATERIAIY :SHALL,*,BE; IIS: COMM QRD A S QuF, 0 4 .. & E RES REQUIRED FOR . r,,. W . • A NT CITY-:STAN R TA S. DR WINGS 15 BASED ON IMITED INFORMATION. AN❑ MAY OT A -- RI. :�,.TH JOINT AS IRON, N E FITTED WITH RESILIENT SEAT. AL VALVES SHALL OPEN BY THIS PROJECT. FOR ADDITIONAL INFORMATION AND OF°;C TY':nSTANDARDS ( `ATES.T ,REVISION) :AND I_L CURRE DA D DE IL A L .N H _ VE ,BtrEN Vt; FIFD. .- E,y.. CAST 0 BRONZE L L ON SEDIMENT EROSION CONTROL REFER �,. ,� - w >�. ,� B E 0 ME N - TESTED I " CGORD`ANCE WITH THE RECOMMENDATIONS LO ATIQNS ARE APPRq IMATE.. THE CONTRACTOR S A L NOTIFY ESPEG I UTILITY. o RS TURNING TO THE L FT. VALVES SHALL BE RATED AT 20p PSI WORKING PRESSURE ANp 40p TO THE FLORIDA DEVELOPMENT MANUAL--A GUIDE TO SOUND LAND AN WATER AG THE' 'ORK,SHALL ALS E P RF R D, A D N A C H L R TI WNE E D ER MAN EMENT -_ {. T,,' . N: H GE CHNICAL,' K S CATION .REPORT PROVi EQ BY ATLANTIC GEOTECHNICAL . ANDS FIELD VERIF . LOCATIONS OF EX( •TING UTILITIES.•AND .OTHE �IMRROVEM N S PRIOR'TO PSI TEST PRESSURE, FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION F.D.E.P. 1. �., ss{rRTH I �r t v� n r R w t ) . AND I~�N(1�IROI UEN AL -SdENCES, PRQJECT�No: J4873'REPORT N0. 001 IF MORE STRINGENT COA�MENCING ANY CONSTRUCTION.; IF' "fHE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL '` THAN. CITY RE IREME TS. LOCATIONS,.THE CONTRACTOR SHALL'NOTIFY TH •'OWNER AND •ENGINEER OF,THE DISCREF'Q►NCY. AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS 4U Ir r� ' °' THIS DISCREPANCY SHOULD. BE RESOLVE4 PRIOR TO COMMENCING CONSTRU.C;TION`. THE 24. ALL°;hLEC7RIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. -1 a' '' 2. ALL::WQRIf-SHALL'=BE. PERFORMED IN A SAL=E MANNER. ALL SAFETY RULES AND GUIDELINES QF YK,.. , ': '- .. CONTRACTOR SHALL EXERCISE 'EXTREME CAUTION WHEN WORKING IN REAS NiAR EXISTING WATER AND SEWAGE FORCE MAINS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE 0.5.. `A,.,:SHALL°BE FOLLOWED, THE CONT ACTOR •SHALL BE WHOLLY RESPONSIBLE FOR ANY +: 1 . UTILITIES AND IMPROVt� ENTS AND SHALL. BE ,RESPONSIBLE FOR AND;SHALL;'fti PAIR;,QR PAY FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT I 1. INJUS_ 'OF HIS EMP }YEFS,' AND ANY'.DMAGE.,'TQ PRIVATE :PROPERTY OR -PERSONS DURING . r FOR 'ALL DAMAGE MADE -TO EXISTING UTILITIES OR OTHER IMPROVEMENTS, PRIOR TO FEES, CONSTRUCTION COSTS AND FINES. ,,; THE,ZOQRSE. OF' 'THIS PROJECT. ALL COSTS'•ASSOCIATED WITH'- ,COMPLYING WITH O.S.H.A. COMMENCEMENT OF ANY CONSTRUCTION, THE CO DES, INVERTS IN THE CONTRACTORS CONTRACTOR SHALL VERIFY,AI L� GRA 25. A .UTILITY COMPANY PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO COMMENCEMENT .11 . 3' REGO'a IONS AND THE`FLORIDA 'TRENCH ;SAFETY ACT MUST;�BE INCLUDED, H � . .. 2, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL % ANq. TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH' HE SHALL CONNLCT� OF WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT UTILITY COMPANY TO - BID,'. F 1, _. '- „-`' . •• PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER ,, ;, ATO SCHEDULE THIS CONFERENCE. MANAGEMENT 2. THE CONTRACTOR R SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS; IF REQUIRED, :TQ' THE GE ENT DISTRICT SPECIFICATIONS AND CRITERIA. 3. THE` CgNTRACTOR SHALL BE RESPONSIBEE' FOR VISLTING THE JOB SITE PRIOR TO PREPARING ENGINEER FOR REV(EW AND APPROVAL, PRIOR TO SUBMITTAL- TO THE CITY T. . THE BID.:FOR THE PURPOSE-0F FAMILIARI LNG HIMSELF "WITH THE NATURE AND THE EXTENT L, R R , AND ".MUS BE APPROVED . BY THE CITY PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND . OF TkIE.'WORK AND LOEAI:jCCNDITIONS,' EITHER .,SURFACE ;OR' SUB-SURFACE, WHICH MAY AFFECT AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. y I, 26. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER Tk1E WORK TO BE PE FORMED, -ANQ -THE QUIPMENT, LABOR `AND' MATERIALS REQUIRED. 3: ALL. PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINgGE STRUCTURES:.SHALL'BE" T. ,•, AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL FAILURE TO DO. SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL': - CONSTRUCTED •TO' 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD �...:: E pEw RESPON$I@LE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF �THfS CONTRACT. - ITHE CONTRACTOR IS ALSO'URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE CONFORM WITH CURBING, PROPERTY LJNES, BANK SLOPES ANp IOW POINTS AS SHOWN ON THE AND/OR GRASS PER CITY STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION 4$ HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE, ROUTE' OF, THE °PROJECT. TO RECORD EX15TI'NO CONDITIONS PRIOR TO CONSTRUCTION, AND TO PLANS. REQUIREMENTS. � - AID" IN',,RESOLVING ROSSIBLE:FUTURE COMPLAINTS THAT'MAY'OCCUR DUE. TO THE *, � I 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES PIPES RTO. ARE GLEAN '.AN 27. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE , a CONSTRUG�TION'.QF THEPRQJECT. T Q CONTRACTORS R S I TA T 1, Ii' .,k ` " ' FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS E PONSIB LITY TO OBTAIN HE PERMIT THROUGH THE ST. JOHNS RIVER WATER N,, ., w :,; MANAGEMENT DISTRICT. 4:'} IT SHALL BE THE CCNTRAGTOR•S RESPQNSI@ILIT�1(: TO EITHER CONDUCT ANY FIELD 'EXPLORATIdN SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED 0 AC UiRE'A Y. GEO NICA ASSISTAN 'REQUIRED TQ ESTIMATE THE AMOUNT -OF 5. ALL DRAINAGE STRUCTURES TO HA TRAFFIC @RARING GRATES. WATER. SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND R. Q,. N TECH L V 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR UNSUIT BLE MATERIAl,`'T QT WILL- REQUfRE' EMOVAL AND/OR, TO ESTIMATE THE AMOUNT OF ALL SOLDERS -AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. A SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL - T__ ". .. OFF SITE:..,BARROW 'THA kW L,L BE REQU,,IRf R •. 6. ALL .DRAINAGE PIPE JOINTS IN CITY RAINAGE EASEMENTS, DRAINAGE EASEMENTS PROTECTION AGENCY FEDERAL REGISTER, P 1 A.3 1 . . ?r � 28. CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OAGE 42739, PART TO DETERMINE ` BETWEEN PRIVATE LOTS, DRAINAGE RIGHT-OF-WAYS AND UNDER PAVED I .1 .ROADS .ARE Tp BE ALL WATER AND SEWER -: F vs V ., . OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE CITY APPROVED PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING 5: A °I"" IGIPRO,VE NTS S OWN,:ARE TO'BE WARRANTEQ BY.THE. CONTRACTOR JO THE DEVELOPER FILTER--WRAPPED. . - ' r , �;, , .. .. E , - N w• ,. N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED r AT M �.;: . .,: �ND.;� HE .CITY FOR- A (?�Rft 0 '..' NE ,1E'AR.;FROM DATE QF. ACCEPTANCE BY THE OWNER DURING CONSTRUCTION AND DEWATERING OPERATIONS. v : :. �>, Y� ., 11 ';:, p►Nl7,1 LIE CITh. .T�� : ,•, ;y 7. ALL INVERTS IN DRAINAGE= STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR ''.29, APRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN �1. � ,_ ., _ ;': ,k„. .w . `�r �w ' 8E7WEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH 57 STONE. 7• 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR WILL SUBMIT A .: ,' ; .�. -,. # ADVANCE THROUGH BOE3 K4SOY CITY ENGINEER A7 T� PHQN # 247-- W: x ',, . `6« ELE;VATIQNS ARE.BASED 4 NATIONAL -G Q:ETIG VERTIOAL :DATUM OF, 192 . (N.G.V.D.) UNITED - . ' "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE y. , ,. r,. I ,, � U,. ;,1 fir S,T S COASTAL -ANIS GEODETIC SUR,Ve, . (U.S.C« & G«S.); AS `DETERMINED BY BOATWRIGHT LAND 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE 'QR STRUCTURES SHALL BE ELIMINATION SYSTEM RULES AND REGULATIONS. ii'B .� �. el� SUR_ MORS, .INC: FILE LIQ.; Zp01---212' REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED TOr957 MAX. DENSITY. , , 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT . ��. 1. q -t ,4, , k. I. : CON INGENT UPON CONSTRUCTION DEDICATION AND FIN ACCEPTANCE OF THE SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER CO NECTION 1. T D AL 0 E E it, ,� .� I F I P A 3 N ,�,, . i a ADWAIf- AND LOT GE.OM ., N ORMATIC 1 SEEw S TE GEOMETRY L N. 9. AL4 UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATIgN OF ;SUBGRAD . FQR 0. ;� �, 7: FORy tBOUNDARY, .R0 - N � PAVEMENT. I OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF' FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED. � . 8:' THI;:CONTRACTOR, 441LLyy CONTRACT`WITH A ' INDEPENDENT TESTING LABORATORY TO PERFORM x THIS PROJECT. 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM ,' MATERIAL TESTING Af�D>:`SQIL TE ,TING IN ,�4CCQRDANCE WITH COUNTY REQUIREMENTS. THIS 10, ALL WATER AND SEWER CONSTRUCTION WITHIN THE CIN SHALL;BE ACCOMPLISWED BY AN / , �.:, r = : .S INCLUDE.:DEN 'O hS. S IN AL M P.A MENT A EAS AND° I ALL UTILITY TRENCHES / UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER'489 _ SEDIMENTATION DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRIERS. I-1ALL,. I.. T 7- L R K R 31. CONTRACTOR SHALL CONTACT SUNSHINE NETWORK (�, �Q4--432--4770) 48 HOURS PRIOR TO -,ti LOON; ED IN 'PAVE' AREAS; CONCRETE`TESTING• AND ;ALL OTHER MATERIAL TESTING. PRIOR FLORIDA STATUTES. • " ;, T STARTING PROPOSED WORK. 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL AREAS TQ.LIIERQCK PLACEMENTS THE PROJECT;GEOTECHNICAL ENGINEER SHALL MAKE AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION SILTATION AND ,.. _, REC )MMENDATION FOR `UNDERDRAIN 'PLACEMENT I 1. 11. SANITARY SE R :S RVICES SHA E 6" PVC WITH �A MINIMU .SLOPE E OF . 0 FEET PER 32. NOTIFY EEQPLE GAS SYSTEMS. INC,, ® (9Q_4) 739-1211 48 HOURS PRIOR TO EXCAVATING FOR ' WE E LLB ( . L P O., 5, -• AND INCREASE RUNOFF. w s . ;';x ' }� '• . + ,� FOOT AND SHALL BE TERMINATED: AT THE RIGHT--OF--•WAY LINE`WITH A •DEPTH ..OF, 48"'UNLESS INFORMATION .ON POSSIBLE GAS LINE CONFLICT. I 9. THt*`;CONTRACTOR SHALh. BE RESPgNSIBLE'FOR OBTAINING ALL, NECESSARY PERMITS AND OTHERWISE DETAILED OR RESTRICThD DUE TO DEPTH OF SEWER' MAIN.; • ` INSURANCE REQUIRED' FOR THE PROJECT..INCLUDING CITY RIGHT-OF-WAY .PERMITS FOR ' " 33. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE BACKFLOW PREVENTER TO CITY OF' • ;;,x1. ,,, 1. wv IN ., CITY' RIGHT QF-WAY, OR EASEMENT. 12. WATER LINES SHALL HAVE A MINIMUM OF 36 COVER FROM ,FINISHEQ.GRADE ONLESS OTHERWISE ATLANTIC BEACH PUBLIC UTILIT1ES DEPT. CONTACT MR. MALCOLM CLEMONS AT 247---5838 11 . s SHOWN. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION FOR APPROVAL OF' BACKFLOW PREVENTER TYPE AND MODEL. 1O , THEACONTRACTOR. SHA•! COORDINATE THt,,,WORK WITHIN CITY OR •STATE RIGHT-OF-WAY STANDARDS. ,, WITy7HF `PROPER AGt�NCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION ss ;, 4 AND.,RIwPAfR , " 13. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BEx LISTED AS,NSF=-pw' ANp * NOTES REFERRING TO "CITY" MEAN CITY OF ATLANTIC BEACH.`'�. , ' 11 ALL ,PU.ULIe ;DRAINAGE EASEMENTS ,SHALL,,.BE UNOBSTRUCTED EASEMENTS. ALL SHALL BE SO MARKED. • V "UN�QBSTRUCTED" EASEMENTS TO BE CLEAR .AND DRIVEABLE. . : : - 14. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND ��SHALL BE 'PROTECTED >� 12 : AS':BJILT DRAWINGS •3,AS-�BUILTS TO THE CITY AND THE7 :S.T. JOHNS RIVER WATER UN71L FINISHED WORK IS COMPLETE. '#1 � a. MA +'A`CEMENT DISTRIQT-i 1R' REQUIRED TO; BE. SIGNED ANO,'-'SEALED BY A FLORIDA REGISTERED } . ,,,. L'AIVD. SURVEYOR. `TAl R'FORE. •IT SHALL. BE THE CONTRACTORS RESPONSIBILITY TO CONTRACT 15. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM . >- �, SEWER SHALL @E A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. - WITH` A `LAND SURVEYOR REGISTERED IN THE'STATE OF F ORIDA FOR THE PREPARATION, FIELD . - ` LOCATIONS, CERTIF(OAT NAND SUBMITTAL OF "AS-BUILT DRAWINGS IN ACCORDANCE WITH , . CURRENT"CITY STANDARDS AND SPECIFICA,TIONSAND SJRV�%MD REGULATIONS. IT IS THE 16. WHERE PARALLEL WATER AND SEWER (INCLUDING S70RM) LINES HAVE LESS THAN �10 FEET QON,TRACTOR'S RESPONSIBILITY TO .PROCESS THE •"AS--BUILT" DRAWINGS FOR APPROVAL BY THE HORIZONTAL SEPARATION, FULL--UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. DR 18, AWWA. ?, : C---900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER WILL BE- USED WITH -THE N CITY;`AS, T4'QBE` "(?ROVIDED ON 4jSK IN AUTOCAD R14 FORMAT. JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE..PLACE4 ON AN UNDISTURBED SHELF i •T 1 THE„CONTRACTOR SHALL. COORDINATE THEIR� CONSTRUCTION WITH ALL OTHER CONTRACTORS. OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT. LEAST.18, INCHES. } IN ;THE EVENT, OF ANY, CONFLICT WHAT5O�VER Tt1E CONTRACTOR SHALL NOTIFY THE ENGINEER IT IS PREFERABLE TO HAVE THE WATER MAINS. LOCATED ABOVE THE SEWER. AND WITI1 -10 FEET ` ` ' OF SEPARATION WHERE POSSIBLE. ., 4-::OWNER PRIOR ..TQ" PROCEEDING WITH CONSTRUCTION. I -1 ., 1 14. ALS CLEARING AND -GRUBBING REQUIRED FQR ALh ROADWAY, UTIL{TiES, DITCHES, AND BERMS 17. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH F' INCLUL)ED IN THIS PROJECT AND THE CLEARING AND GRUEBING OF,ALL RIGHT---OF--WAY OR A MINIMUM OF 1$ INCHES OF VERTICAL. CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY EkSEMENTS SHALL' BE; CONSIDERED AS PART OF THE PROJECT. . PIPE. (I.E. DR 18 AWWA C--900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C�-900 WATER)' _ i1. _ WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT: OF CROSSING. THE• . . `i 15. ALL. AREAS SHOWN TQ:BE FILLED;.SHALL,�B.E CLEARED AND ORU@BED IN ACCORDANCE WITH CONTRACTOR SHALL FIELD VERIFY THE VERTICAL. SEPARATION, THE MINIMUM, VERTICAL . - - `CITY,,STANDARDS AND::SHALL BE `FILLED--.WITH CLEAN STRUCTURAL FILL COMPACTED AND SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) .PIPES WHEN 18 INCHES IS NOT TESTED IN, •ACCORDANCE .WITH THE GEOTECHNICAL' INVESTIGATION REPORT. POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER- TO OUTSIDE. DIAMETER: IT IS 'PREFERABLE TO ' - HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST_ 18 INCHES VERTIOAL SEPARATION. ' 16. CONTRACTOR l54 RESE?ONSIBLE ''FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. . ; ISA' MONUMENT IS DI TUIzBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF 18. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL, BE CENTERED AT THE RECORD FOR REINSTALLATION OF THE MONUMENT: POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM)' LINES AT THE POINT OF . . _ CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. 1 . I, 5'. •. 17. AI:L DEBRIS RESULTING FROM ALS. ACTIVITIES SHALL BE DISPOSED OF OFF--SITE BY WORK WILL BE STOPPED ti;" ` . CONTRACTOR, 19. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, I . AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH . ,, DEPARTMENT,- DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL 18. ALL EXCESS SUITABLE SAND UNSUlTAt3LE;FATE�RIAL SHALL� 'BE .REMOVED FROM TME SITE BY THE SHALL` BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR :OWNER. v 't n .. � . - 100 FEET BEYOND ANY DISCOVERED SOLVENT. > • '`• w ; 19. ALL EXISTING TREES;TO REMAIN SHALL BE. PRESERVED AND"PROTECTED. _,! 20. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO-PLACE THE CONSTRUCTION INTO I .. 4 • ; SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDI ' EQ IN. RED 'OR PINK ON THE .,_� 20,: BURNING OF TREES, BRUSH `AND OTHER "MATERIAL SHALL BE APPROVED, PERMITTED AND RECORD ORAS-BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO .THOSE ON THE COORDINATED •,WITH CITY FIRE MARSHAL ';` BACTERIOLOGICAL SAMPLE LAB SHEETS. ti. V, " , 21 ;h ROADWAY UNDERDRAINS. SHALL: BE AS REQUIRED ON THE• PLANS OR AS MAY BE DETERMINED y 3 „ 21. THE RECORD OR AS-BUILT DRAWINGS Sl18MITTED AT THE TIME OF REQUEST FOR 'A LETTER OF NECESSARY BY. THE;::„GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL RELEASE TO PLACE THE CONSTRUCTION INTO. SERVICE WILL .CLEARLY DEPICT THE-VERTICAL ' " r� : , NQfIFY THE�ENGINE't IF�`HIGH 'GROUND ,VIMATER' CONDITIONS ARE PRESENT DURING THE . CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES. AT ALL CROSSING 'AND PREPARATION OF' ,THEA:ROADWAY SUB--CASE. PARALLEL RUNS•',WHERE THE HORIZONTAL SEPARATION IS. LESS THAN 10'FEET; IN ADDITION, THE . 1. « % • 22. PRa.VIDE CONTRACTION JOINTS AT 10' O,C. AND EXPANSION JOINTS AT 50' O.C. ON ALL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 2p FEET) AT POINTS ' CROSSINGS -WILL ,BE EXTERIOR SIDEWALKS AND CURBING: DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED . + � ► *, { IN CASES WHERE:" A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND ', - fl; 23 MAINTENANCE OF' TRAFFIC, SHALL SHALL CONI=ORM TO F.D.O•T. STANDARD INDEX 600, LATEST EDITION. SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. -, - 1. . x j 24 A ,[µ'SIGNING- AND PAVEMENT- MARKINGS SHALL BE' IN ACCORDANCE WITH F.D.O.T. STANDARD 22. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO @E PVC.DR18 0.900. AND ALL INDEXES 11800, 17.346, AND 17352 , ON-SITE WATER MAIN 4" AND GREATER. SHALL BE DR25, C-900. ALL ONSITE WATER MAIN ' "25. ALL. EXISTING PAVEMENT 'MARKINGS THAT CONFLICT WITH THE -PROPOSED ROADWAY/SITE 2".' OR SMALLER SHALL BE SCHEDULE 40 PVC AND N.F.S.P.W. RATED. . ''.r, , DEVELOPMENT SHALLv BE REMOVED BY THE CONTRACTOR'`UTILIZING THE HYDRO- BLASTING METHOD. . COMPANY CONTACT / TELEPHONE # . rq� + r 4 . - . . ` 2.? IF JANY `WORK TO K, DONE CONFLICTS :,1MTH TRAFFIC SIGNAL POLES OR LOOPS, THEN APPROVAL • MUST BE OBTAINED`FROM THE CITY/COUNTY GOVERNMENT INVOLVED. UTILITIES CITY OF ATLANTIC BEACH DONNA KALUZNIAK / 247-5834 1. ' .. .1, f .` . 11 " . PUBILIC WORKS CITY OF ATLANTIC BEACH BOB KOSOY / 247-5834 . . � �.. - f ELECTRIC SERVICE JACKSONVILLE ELECTRIC AUTHORITY KERMIT DUNWOODY / 632 --5200 � �. , UI.�x , , . y . F.'•.. k TELEPHONE BELL SOUTH RICK MULL 519-2543 ' % a. AT&T 619-4700 r J1. 1. •CABLE :, . = _ Designed , : -`( sed For Con r:u tion - Project No.: Drawing t t .A � . . "DNII' . . -{ , 1 4 1 ',,;�, r Cannell & Wlcker InG . A,a y . ; o t . , 4 D.� n 0101--32 �� ,r JACKSON RC1Q_ . r _ 111 n 1 e!1" •' � . z Q Cas tin E s Y r � � . B 9 9 s, I . . r . . .... ,. � :, L ; . �,•� �,- o o.FFiGEwAREousE . -} . t. c 606 E in eerie 1 1' ou.t 5t r tree � r14 A� Is prpyving fa the prq art" of'Connell do cker Inc. n9,. 9. 7� = t WATER DETAILS scale __- ` /r -� '�� . l e. V r: : '.d d I �'I B it ._ !4 f? ,is not to-9. .re reduced or co ed n..�vho(e.or in. USlIIeSS Jac*'IOCIV le Be6ch Florida 32250 ee S` P P « w , ,_r ,: ��;3. AS NOTED . , '4.,R PREPARED FDR:. , . . r�•",. ;' arf::. It' s no o be'lI ed bn.an other ro c and ,. C-,.":„r ° . .: �: t t ��, , y p � # Nuri"0 90.4 249-7995 :� 7, /'. i - Date I to qe retuned op► re `oast: �. ,� �:W. H EN R Y f5",", aA .) ,: 8130003F5p Fax: ( 904 241 . 1125 JULY 2001 7 7 , 4,; ..w �,.� = , C No. Date Revision @ Re Engineer :;- '^iI . Y 9• 9 Sheet of Y, 7 4. . . :; 1. . . . ¢ x �. .: x ' _ .- . Tn:r 7 / i. L „ya; S� 'i F. ,.'� 1 a 1 �^�'1f` ��,JI e 1 1 ,�1 F -,a 1 I � a I wa. a J _ r tl' 1�fI Z Q • TREE MITIGATION Q x1 PROTECTED OAKS ( 15 ) REMOVED : 221 INCHES J REQUIRED REPLACEMENT: 111 INCHES PROTECTED PALMS ( 39 ) REMOVED : 749 INCHES "' REQUIRED REPLACEMENT: 375 INCHES EXISTING • PROTECTED TREES REMOVED : 861 INCHES PR�sTO o O REQUIRED REPLACEMENT: 430 INCHES i w BARRICADE TO Z TOTAL ' PROTECTED TREES REMOVED : 1831 INCHES _ XXI DDR LINETREE REQUIRED REPLACEMENT: 916 INCHES M NOT STORE MATERIALS IN THIS AREA I T BA POS ) UNDISTURBED 6' MIN. 4' 'SAFETY EXISTING 12' MAX ORANGE GRADE BETWEEN POSTS COPOLYMER BARRIER FENCING W/ WIRE TIES LO TO POST A01 CV NOTE: AN AREA WITHIN THE DRIPLINE OF THE TREE OR TREES AT 'LEAST ONE FOOT .IN DIAMETER FOR EACH INCH OF TRUNK DIAMETER SHALL BE PRESERVED IN ITS NATURAL STATE OR W Q COVERED WITH PERVIOUS LANDSCAPE MATERIAL; PROVIDED, ❑ HOWEVER, THAT THE MINIMUM AREA PRESERVED SHALL BE AT LEAST ONE .HUNDRED FIFTY SQUARE FEET FOR SHADE TREES © � O AND AT LEAST TWENTY FIVE SQUARE FEET FOR ALL OTHER I TREES. Q 0 J SUCH AREA SHALL BE MAINTAINED AT ITS ORIGINAL GRADE WITH O = LL NO TRENCHING OR CUTTING OF ANY ROOTS AND THERE SHALL BE / I ' NO STORAGE OF FILL, COMPACTION OF SOIL OR ANY CONCRETE, at � LOT 7 I I PAINT, CHEMICALS, OR OTHER. FOREIGN SUBSTANCE IN OR z U LLI LOT 9 ' , I ON THE SOIL. Q J LOT 10 I LOT 11 ' I LOT 12 ; ; TREE PROTECT/ON 9ARRICA 7- W z 21 FSA W O / Q 10'a 7TA ' I ( U V1N.T.S. • Y j N88r23'19"W 4 .84' LL 47VA-4 8 F1 I � LL I , U .o • 1 A � O STS 12-Ml PIP ? N CAP 8" STS 5TS 9'rA r •7'rA I / /I// / 18 P B" 1 TA p U . v q SNAd U 4d SIM I 27PA 12 PI 1 TA a .. 19"P U T I / A 18' A 23'EL-2 g"pL �• " ?C 10" PA--2 BA 11"MU-2 7" " 12PA PA a 17"PA 7"BA B"rA -,, z p OFFICE/WA FiRBNOUSE �U •W 1B-PA $•cp B- A // / / • � A 18""PA201100-3 4i "L 1< 33"CH TA 16 it 8"T ° 7"EL 8r 14' ((TIP) TREE / ry 8" TION BASfN a I MITIGATION 14PA L 9 A 3 pp1D— '. / _ / / // • G"EL " I 7 B xa 7 • 18"EL 13"rA--2 I PLAN • •24'RA 26 PA A 17"PA 8 U-2 - 2 "r _ a0 00 61F 16.p TA 423' 19" 22"EL L / / / • 13 PA 1 EL-2 AC. (110�r4ghErasery drrNo�part ofNthis 1 "T P-pyright, Janet O. Whit;Vl,R.L.A. 1 wo / I work may be used, reproduc,,d, / /// / • 13PA "pyo (13Wt] il' 13' 1 EL ll A 4 ► distributed, display,,,, or otherwise I communicated in any form of by • s"CN 0 14"rA� rp an meana without the prior, 22PA 7"TA B"EL 7"EL "EL 6" EL-2 "rA 13" 4 1 n o I written consent of Janet 0: Whitmtll. 9 PI 25"CN-3 q 7"rA L 1 E —2 13P1 )48. `V PI 10"CH-3 9,Q • 10"rA I 15"LD � 18"MU--4 11'W1/-2 r 14" I z O \� "�'— ra 7 EL 2 A 17"—TA—J r I H 18 EL • • X "- - 18 f I z _ 8.140 X ! v a r� • 13P S88"23'19"E 462.30' U ILI Ln bi J A C Ecp - - - - - - - - - - - - - - - A _ (� K S 0 N R O D (A 30 RIGHT OF WAY)-PAVED I Ld Cl 1 L. JOB NO. 22801 1 DRAWN: DHM I CHECKED: JoW SCALE: 1:20 w T o DRAWING NQ. r IRA° 4- ., V. 4 LANP�O.A 'AL6-ULA ION6 PLANT L- 167 a RE6VJFED LANDSCAPE INTERIOR VUA QTY SYMf5OL DESGRlP -]ON 51ZE SPACING NOTES h : REQUIRED LANDSCAPE, STREET FRONTAGE REgUIREP IkNDSGAPE, ADJACENT RE5PENTIAL PROPERTY. FRONTAGE ., x 1lUA. 1555.2 5F WA FRONTAGE: 447 FT WA 1=RONTAGE: 417 FT 23 REJIfD:; 1555' 1RED: 4470 SF_ Q C?IRC.US V1RG1NlANA "LIVE OAK" ,� J . REQU RELVIRED: 4170 �. ,� „ _ 14- IG HT, 4 GAL- AS SHOWN PROVIDED: 22110 SF_ PROVIDED: 457 5F. SA AL PALMETTO GARAGE PALM I2 GAL, STAeeERED HTS AS ShO�IN 3 PROVIDED: 4435 SF_ TREES- 4 TREES TREES- 5 TREES TREES, 17 TREES 1 LI LAGER6TROMEIA INDICA "GRAPE MYRTLE" lO-l2' 1-#T; 3 TRH @V SAL. AS SHOWN 58 FT, @ 25�.= 397 5F SI-IRU�S: 447 FT @ 757- 335 FT 23 f5N - �- �ETU�+ NIGRA "RIVER�iRG1'I" 14-I�` hT, 3 TRK, @2„GAL• AS SHOWN �- � ShS: 15 397 SF @ 5 SF/ SHRU15- _44 SHRUBS 335 FT @ 3 FT/ 5f IRU = ll2 6HRU156VO VINJRNUM ODORAT156ILN "SWEET V115U V' 15"- 2A" hT, 3 C-7A-- 36„ OG = - PTV PITT06PORW TONRA "VAR. PITT05POR.,M" IS"- 24" HT, 3 GAL. 36" oG. 0 PROFECTEP TREES MOVED: 1531 INCHES RECJIRED LANDSCAPE, ADJACENT PROPERTY FRONTAGE J JN 1PERIJS GHINEN515 "PARSON JUNIPER" 0' SP, 3 GAL. 3d' OG. RE9UIRED : 516 1N6.,hES. VUA FRONTAGE: 55 FT -FO-F PR1 PI .D ..TREES: (1� INGI1E5 REQUIRED: 490 SF_ SOD STENOTAPhR M SEGUNDATUM 5T A)OU TINE '1=1. R TAM" 0 h; T INC,f-I DEFICIT- 220 INCHES PROVIDED: 820 SF. of Tim FUND Gr�I�1'I-il�l1TION: TREES: 2 TREES ~ W INGSf II7f�0/INCA = 1$25,740.00 7- NOTE: NOTE: PRQVIDE CONTINUOUS 8 FOOT WOOD OR MASONRY - FENCE ALONG RESIDENTIAL PROPERTY. (85% OPAQUE) „t PLANT I NCS NOTES } J 1. The LANDSCAPE CONTRACTOR Is responsible for verifying ro' t e sy, •• site conditions and ail quantities indicated on these plans, before r a pricing work 2 Ali plant material shall be Florida Grade No. 1 or better ' q nursery grown in accordance to Florida Grades and Standards y handbook f 3. Plants shall be sound, healthy and vigorous, well branched and LOT 7 If I densely foliated when in leaf. They shall be free of disease. ! insects, eggs or larvae and shall have healthy, well developed root �t" I LOT 9 + LOT 10 I systems. They shall befree from physical damage or adverse tI LOT 11 I LOT 12 conditions that would prevent thriving growth. 4. All plants must be container grown or $&B as indicated / J n7' t r in the plant list. 10 7TA I i ` 5. All plants shall conform to the varieties indicated in the a _ ,"JJ 4 • • I l I [ plant list 6. Substitution of plant materials will not be permitted unless a BIKE ACK '1 9 4 :84'. authorized in writing by the LANDSCAPE ARCHITECT. If proof is O OSB° i • A I submitted that any plant specified in not obtainable, a proposal r / S BEfJ 1 will be considered for use of the nearest equivalent size or - 41111 S I I variety with corresponding adjustment of contract price. T • ]'T� I 7. Plant material locations and bed outlines shall be staked or W Q • flogged on site by the CONTRACTOR and shall be adjusted if required •)( se to fit actual as-built conditions on site and approved by the owner _e. ' �� / • • . 8-wp `'? 1 or owners representative. >fl O IrI • ' I 8. All proposed tree planting locations shall be staked or flogged a 4 1 ' before installation by the LANDSCAPE ARCHITECT and approved by the Hose owner or owners representative. � = L1" 9-C9. The CONTRACTOR shall excavate plant its, according to the (� W //f. X P p 9 drawings, unless otherwise directed. W 10. All container grown rootballs shall be carefully scoured ..I F. ; 3►, /�/ t<j/ r2 A a I before setting in plant pits J � ' OFF!CE WAREHOUSE 11. All backfill around plant material shall be worked firmly, 0 I tamped and watered in under and around the rootbali to fill all Cn •�. voids. Z J • o q n 12. LANDSCAPE CONTRACTOR shall bear final responsibility for W 0 20'iYl;~-3 • i 4- 0 0 0 S:F. ro per U , p p surface drainage of planted areas. Any discrepancy in the U N drawings, obstruction on the site, or prior to work done by any Q Y other party, which the CONTRACTOR feels precludes establishing 4 / J proper drainage shall be brought to the attention of the LANDSCAPE 7) � {) ARCHITECT for correction or relief of said responsibility. •W . JI RETENTION BASIN 141PA . Q I 13. Planting beds shall be cut or edged to form a uniform dean 0 -� ! • as C line between beds and lawn areas. 00 14. After all plant material in a plant bed area has been '�" �/ ,' • •2;cr+-s O _ 5,892 S.F. • installed and approved, the areas between plants shall be raked to 0 an even grade to conform to premulching finish grades. All r / / / pA • to 23N I ' planting beds and plant saucers shall then be uniformly covered ; with a minimum three inch layer of #2 grade or better cypress mulch. `� ' /JJ / / • . Q' X t 15. All planting bed areas with acceptable topsoil shall be top / I7 JP { dressed with 50% organic 6-6-6 commercial fertilizer at a rate of 9'' J /f / • 23 qV I nine pounds per 1000 square feet and tilled to a minimum depth of three lncher� ` • t° I 6. Plant material bockfill mixture shall be thoroughly mixed in j J 22�A �� V0 V� PTV 7 V the following preparations: f1 (0 VO LI. 50% existing clean topsoil 1/3 topsoil 50% soil mix 1/3 peat 3 PTV 1/3 cow manure �q • �. I 17. The LANDSCAPE CONTRACTOR is responsible for all fine grading # �l sraP preparation for planting. \ . . , 18_ Rough grades will be established by the owners general LANDSCAPE ' • I contractor at approximately 3 inches below curbs, sidewalks, ` - S9 NEW I hardscope amenities, mowing strips and abutments. PLAN " X • • 19. CONTRACTOR shall coordinate construction of planting areas EoP --- ._ - ,- 23 99 E • !3'P 1 with installation of irrigation system. - - - - - - -- - -- ----- -.-.__ -_ - �- - '_ 20. Where seeding may be required on the plans, germination rate - - --- - - - -- - - „-_ shall be the maximum percentage required for the varietyspecified _ '_ - --- - a P 9 R P - - - -- - - - - - - at the rate of application s app cation specified. -Z - Fay` - - - - - - - T 21. Sod areas shall be SPECIFIED Gross. Grass for sodding . .�,'. - �'' _ _ � _,__ _ - If{ shall be freshly cut in squares one foot wide by two feet long. INC, 11 Sod shall be healthy, free of insects, in naturally flourishing Opyn-g t, anet o w0't,itmilE,R 11+ A D - - _ _ ons. Dry, brown rA 30, �f�7, � WA � _ cond[tl and unfresh sad will be rejected. Alt rights reservod. No part of tfiis L �PAvw 22. Sod shall be laid end to end and side to side in o staggered work may be used, reproduced, line to form a uniform layer. All uneven edges shall be squarely distnbuted, displayed or otherwise _-- trimmed to allow dose and firm fitting of eachpiece. �mmun;coted in any four: or by - - g any means without the prior, _ ' -- _ _ 23. After sodding is completed, the entire sod areas shall be written consent of Janet O. whiUML - - - ' - - w INV-(5.62) 8_CLAY PW watered by hand or Irrigation system each day for two weeks. 3 f 1 Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of ` x area In an evenly broad case pattern. 24. The LANDSCAPE CONTRACTOR is responsible for fully maintaining L ; l all plant material on site during and before planting. until the Z work in accepted by the LANDSCAPE ARCHITECT and or owner. 25. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to g Z be healthy plants and in flourishing condition of active growth for O �FNOM l ninety (90) days from find inspection and acceptance. All trees shall be guaranteed an additional one- year from final inspection - E1 51/IGts TO>`R5T tRH�.rfS 5rAtCE TO I and acceptance, U A5.f Y SSARY FOR f i A5 hEGES6W FOR � 26. The LANDSCAPE ARCHITECT, owner or owners representative shall Q IU r ; �i 'GRT have the right to reject any and all work which in his opinion does UJ UJ � StAu- ter TQ= I not meet with the requirements of the specifications at any stage (/I ' OR RID A?uWC Ir W&Z 5i' L NX TGIXII ; �Rt,d � of the project operation. ", =p Ti�Jt�cs x r WFIDWOW 5r� TFLN OR 1 27. !n general, the work shall proceed as rapidly as the site rX ti r , qY A Y x tWtGPYLYA SrAfiCl�S becomes available. Keep oil areas of work dean, neat, and orderly PFJ6fN f�Y A Mk*" 6r f 8Jr0 TI>f=9DGRIDE Ir NrO THE CRAPE,. O at all times. PRIOR TO A1GIC1`iL¢JEi a 28. Planting areas locked in by hardscope shall be drained with a - PRlosz ro�: ri, minimum 4 inch ADS pipe to catch basin, dry well or approved out v� r... WRE TY+�STID AbD Sdr�S� 2 STRAN7 It faA[=6N-V. •� ,� . fall area. 4 WW_TMSWT ANG 04GL �.w' 29. There will beLLI T ry' Rl F1D i - H Rti17Cm H105C'; -9' special care u all existing trees to be Q rftOM TOP Or 5rMe c.a retained on site to avoid construction damage. :fes , W[Tti ci Z WR'-SYPORTS elkL CE M11�1 � T� 'f' :a u 30. if an automatic irrigation system is to be provided in lieu of o p „ l G31 hW i 51Ti�TlRl! fcm SALrm MITI O Q R S J6�' F� hose bibs as shown on the plan, o shop drawing of the layout and y:Commals RIA � GRANGtirS LONirtd1Gi15 i2ltil -----I 1 y - y;*rNA0 RIMw°` design must be submitted to the governmental agency, for review f ' = and approval, prior to installation. Ldc la area. 31 Irrigation tem shall be full automatic, ravid ng 00% go sys h yproviding 1 � coverage to all planting areas, with all pop up heads in lawn ar . WATER d,TMP TO �`Llw RAO � 32. Irrigation station shall be set where there will be no mixing - I WATT &T:�AA' of shrub and lawn areas, fixed spray heads with ear driven heads JOB NO. 22801 MUM AIR PMAE s WATER&TAVP TO _ ADZ 1 P Y g lIQVIP AIR PGi�SETS - P5 I or impacts. V` 33. A double check backflow prevention (or approved equal); equal }� to a DCA-140; to be mounted in a rectangular Valve box {12"x 10"} ` 2 x AV!_PLA. on the service side of the meter and immediately adjacent to the DRAWN: DHM 2 X AFLL 171h water meter. 34. After the landscape plan is approved b the governmental agenc� P P pP Y € for review an any subsequent approval.changes must be resubmitted CHECKED: �Jow g �},Ir -�p�� TREE l T q�I�r�, n ��! 1_TD� � � �� n I 35. Shade trees shall be planted minimum 4' from EDP and 15' from OHE. I�iLJ I h ri lJ I VI L I� 1'tl \ 6�RU� PANT I N� N►�r TO scxE SCALE: 1:20 t DRAWING NO. _441- r •.; `�-k �sr. . .�.. 'fir. '',.. -'�. � � .. - -- - tiff• r Y •-til r.' � F- f 'S rss� y .Y . 6 -r �r rp J INDEX OF DRAW I NCS H Al ARCPITECTURAL SITE PLAN A4 A2 FOUNDATIION PLAN W A3 FLOOR PLAN A4 BUILDING SECTIONS AS EXTERIOR ELEVATIONS CDP A(o MALL SECTIONS A7 DOOR, FIINISP/ t WINDOW SCPEDUL.ES AS PLUMBING PLAN A9 ELECTRICAL FLOOR PLAN s o�'' v I BeZ5 ff� I `� e`�-� kx� ( • Wit as PIP R1 toll I q;j L 4 , r i R. r LOT 7 ' LOT 9 12.1 LOT 10 LOT 11 LOT 12 11.7 % • 12.2 11. 3 11.7 , . 13.4 ¢ 10' SETBACK FOUND NO CAP �/ ;/ / ,C�i'• OUNt7 t/2"IRON 11.3 12.1 _-__.-_-- ' 12.7 , �. �• If � ��,i; /' �, 12.6 '10' SETBACK Cj �L Q � /,�� /,•i� 1.4 .____-___ 00 12.4 10 LL W PROPOSED BUILDING r 2.3 � T ,t.1 14,000 SQ. FT. w �� . o ,.. 11,9 RETENTIION BASIN o p t *• �;// 13.4 fZ:09` -•._ - V `CIL -"! hl//`/p. *'IRON 11.2 L� r 11.7 O �� /// I/jj'j'r•'/ ;/ 1 2 dry/! L1L . 12.1 C KPPPQ LU t: 1,T ; 11-0 17Y 0F' Ar yen U12.9 . 12.1 � �uf'�p1Na r�at=1C�ACH l� . 12,7 uNOERcabur�0 ''�ti � i � 'rl r_-CA6LE a0x r 71.8 61�Z 7° r S WC)bU Pbr1EH ,k -0U .ILIGHT SIGN srOP n • CABLE 1 .a i I TOP Of GRATE-(11.04) 4 l UNDERGROUND'`;' 2.7SICN WOOD POWER POU DROP INLET GAS LINE MARKER W/ T;GUY ANCHORS 5 �,.; ! ; N. iNV.-(8.44) 12" P.V.C. PIPE a 12.27 HYDRANT ----) . 12.8 x. � S. INV--(8.49 ON LEFT _ x" +z1. '�' i I S. INV=(B 42) ON RI(;H I _. -. -_ t. s1cN anC"IOT+GO Y `• OC p PC) UCA _ 12. �;N, i � PLASTIC RPIPE TE' - ASE F'01 w �'1 AnC f 0 :va• aOpU WrR FOUND 112*IRON i �__._._- �A -�.-- .- r - - -. _ _ 0 Rr 1 a . PE_ 1� v. _ - ----_- - _ _-_ _. __ f - ES I WA TER VAL VE E a 9 CONCRE TE ____ 1 .2 --" / , _ ��___ 12 3 _._ _ r 4-SANITARY MANHOLE 186` �` K r4�._..____...__ ---- ' -- -' --- .. -- .-- _ .. -- --. . _ __. ._ -�..__ _ . r � �-'12.5f - --.-_ •' ---.- 1. F0a -. _ . ._.--------.__.-_------ _�_•`,��-� .. AH POSTS (� _ ._ ._. _ � , UNE w, L �CO 0 U RIM=(12.68) " 11.9f , J A C K (}QwarER VALVE E. mv.-(4.4s) 8" C1 AY P1P( " J O ///�� _ __. l SW 1NV-(4.24) 6" CLAY PIPE � R O A � - - -- - - , 13.03 _..._.. .._ ._..._. .. _... .. ... .. _ .. -.. . . . - -- ' SAIr'TAkY 4�APJ�•rl1� -- - -' - _ .. ._ � i 1 UNDERGROUND O Raf 1 S 08) - __. 113 4 la cns LINE MARKER t + E. I _(5.55) 12.52 -_ _ F12-05 Planning and Zoning Department (A 30 RIGHT OF WAY)-PAVED W .Nb =(5.51) Q.• Cl AY 'NPE SANITARY MANHOLE- This approval verifies compliance with applicable J 1 RIM=(12.11) zoning, subdivision and other local land REVISIONS N. INV-(6_98) 10" CLAY PIPE; ; development regulations, but does not constitute i/ S. 1NY-(6.79) 8" P.V,C. PIPE ; ; approval for the issuance of permits. Compliance NO DATE w wV=(5.62) 8" CLAY PIPE ; with Florida Building Code and all other applicable local, State and Federal permitting requirements signature ' •� -T Beach Building Of tial prior t issuanCr a must be verified by of the City of Atlantic • •�- � Building Permit. r, Approved By:. Zmm i Deve opmen r Date- LIEC �` d 1 7 ' JOB NO. Q. FEB �% ?OO? C--676 City of Atlantic Beach FI LENAT-1E Building and Zoning OWSP DATE - 2/2/02 DRAWN BY -L ARCHITECTURAL SITE PLAN '.•..�''S' u 1 �� GNEGKI~D BY 1 �20 - SCM REFER TO ENGINEERING PLANS SY CONNELLY 4 WICKER, INC, CONSULTING ENGINEERS FOR GRADING AND UTILITIES. 1 OF q N:\C-676\PLANS\0W5P.DNG PLOT- DATE: 2/4/02 PLOT TIME: 1405:08 f �f LL Pile.fA rr