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1089 Atlantic Boulevard 15-CNEW-1297 PLANS LEGEND SITE DEVELOPMENT SUMMARY: GENERAL NOTES: Ott Li SITE AREA = 4.46 ACRES ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT MAI SHOWING S U R V E OF a,,° ,..•• •�. $ � o RETAINING WALL PIN # - 177616-0000 OF TRANSPORTATION RIGHT-OF-WAY SHALL CONFORM J� ��`��' ZONING: ACG TO THE FOLLOWING: ,��. PROPERTY LINEA PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2--- -- -- FIRM PANEL NUMBER: FM12031C0408H STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE UJ", SOUTH RANGE 29 EAST DUVAL COUNTY FLORIDA; BEING MORE a- FENCE —X—X X FLOOD ZONE: X CONSTRUCTION (CURRENT ENGLISH EDITION) ' W _ _ _ _ _ _ _ BUILDING AREA: FDOT STANDARDS INDEX (CURRENT ENGLISH EDITION) PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE ;7 U_ BRL — BUILDING = 26,840 SF FDOT PLANS PREP MANUAL (CURRENT ENGLISH EDITION) COMMENCE AT THE INTERSECTION OF THE WESTERLY PROJECTION OF ' '•.,.' EASEMENT — — — — — — BUILDING SETBACKSFDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD (STATE '' `'°••- ••`•� ROAD NOS. A-1 -A AND 10 AS NOW ESTABLISHED AS A 100 FOOT CURB & GUTTER = __- NORTH: 10 FT CONSTRUCTION AND PAVEMENT REHABILITATION RIGHT OF WAY WITH THE SOUTHERLY PROJECTION OF THE EASTERLY SOUTH: 20 FT SHOULD A CONFLICT ARISE BETWEEN THE DETAILS t`7 RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD N0. A-1 -A) AS CENTERLINE — EAST: 10 FT SHOWN IN THE PLANS AND THE DEPARTMENT OF N LOT LINE W S TRANSPORTATION STANDARDS THE ENGINEER/PERMITTEE NOW ESTABLISHED ASA 120 FOOT RIGHT OF WAY; THENCE NORTH PROVIDED PARKING:(INCLUDES EXISTING) 20°28'35" EAST ALONG SAID SOUTHERLY PROJECTION AND EASTERLY c c POND (TOB) TOB STANDARD = 50 SPACES SHALL IMMEDIATELY CONFER WITH THE DEPARTMENTS RIGHT OF WAY LINE OF MAYPORT ROAD, A DISTANCE OF 260.00 FEET N N Z HANDICAP = 3 SPACES ENGINEER IN ORDER TO RESOLVE THE DISCREPANCY. IN a� u, d o NO CASE WILL ANYTHING LESS THAT THE DEPARTMENT'S TO THE POINT OF BEGINNING; THENCE NORTH 20°28 35 EAST, � � � � � � TOTAL = 53 SPACES CONTINUING ALONG SAID EASTERLY RIGHT OF WAY LINE OF MAYPORT PRE 1 = 0 ACRES MINIMUM STANDARD BE ALLOWED. ROAD, A DISTANCE OF 100.00 FEET TO THE, INTERSECTION WITH THE o CONCRETE ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE SOUTHERLY LINE of THOSE LANDS DESCRIBED IN OFFICIAL RECORDS w M POST IMPERVIOUS AREA = 4.16 ACRES LEAD-FREE NON-SOLVENT BASED THERMOPLASTIC. o IMPERVIOUS COVERAGE = 93% VOLUME 3276, PAGE 488; THENCE NORTH 89°19 35 EAST, ALONG ai d x REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE "HYDRO-BLAST" METHOD. SAID SOUTHERLY LINE, A DISTANCE OF 612.45 FEET TO THE WESTERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS `� o ' ALL CURB AND GUTTER AND SIDEWALK WILL BE REMOVED VOLUME 3373, PAGE 608; THENCE SOUTH 07°04'25" EAST, ALONG ° w AND REPLACED JOINT TO JOINT. 0 15 30 60 x BUFFER \ / ALL DISTURBED AREAS WITHIN THE DEPARTMENT OF SAID WESTERLY LINE A DISTANCE OF 337.86 FEET TO A POINT ON EE .� TRANSPORTATION RIGHT OF WAY WILL BE RESTORED TO THE AFOREMENTIONED NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD; THENCE SOUTH 89'19'35" WEST ALONG SAID NORTHERLY 4" ORIGINAL OR BETTER CONDITION BY GRADING AND RIGHT OF WAY LINE A DISTANCE OF 520.00 FEET; THENCE NORTH v SODDING THE AREA DISTURBED BERMUDA IN RURAL, » 35°05 55 WEST, DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, A U CENTIPEDE IN UTILITY STRIPS). DISTANCE OF 293.97 FEET TO A POINT ON THE AFOREMENTIONED WETLAND BUFFER , EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD AND THE POINT OF BEGINNING. RESIDENTIAL USE CONTAINING 202,233 SQUARE FEET OR 4.64 ACRES MORE OR LESS. a NNW PAVEMENT � t E tt t 6' WOOD FENCE, 85% VON" z r OPAQUE ? € „E . l N 8 9'1935 E 612. :. ,....:f ... 'c ...., .....�► _�'... l •..,�•.....YY•YII• �WWYYY.�WY• - / : ,l a. .........—.,.. ..._____..._. ..... .--•� Irl,......•...Mlt .�� l l• '• .. .. L._ 1 4p• s' ONE STORY CONCRETE BLOCK STORAGE BUILDING BUILDING HEIGHT=97' • •` { e j SQUARE FEET 9,209 } / Q UNCOMPLIMENTARY USE ' BUFFER i 6' WOOD FENCE, 85% �. OPAQUE ................................ ._...._ \. m cn Il O i RESIDENTIAL USE ALN I ZI O I ` F3 rn j': orV o OSED NEW ASPHALT O F +: c �, Ii PROP ( / ry p_ PAVEMENT AREA C\1 t � c ro tTt ,tE i t I• �z i L (�) ' m fr1 (7 I i l m x OJ O � :. n I 1 O O k S 1 „ X All L N t0 7 ( E i '� o ; 0 Ul C IE I i `[ i -1"' .,r•. ^v >0 Q `r EXISTING SELF m� EXISTING SELF :� EXI TING SELF N o v STORAGE BUILDINGS EXISTING SELF o t ! i M STORAGE BUILDINGS I STORAGE BUILDINGS of STORA E BUILDINGS Q � TO REMAIN a' 7 TO REMAIN �, tz TO REMAIN = T REMAIN t, v 2n w D z f l N Cd (,® � i O �- PROPOSED 26,840 SF a ao Qo M '11l 23 BUILDING FOOTPRINT4-1 X4,1.�c.J 1S" C " m� ,k O Y' I O ` ALM ; a z O C) m 0 r W i 0 P UU �. z c� O Tnj Oz Oz I D a 0 II a � O m cgi �7 (� ��ALM G7 0 11 z p� n O M1 C r . DC_ CF9 Lj � m i x mx z mzQJ z OJ w 11 �o v O I`t m c� c� m O �; O x m x co m x O O A. C0 3iJ N-t (� fTl IIEk, O O 11 cn I p C0 0M� �i ; in?O n x ;r\ Cd I orn� ° !O �.rn � ' O D _ G7 O E I zz ❑j 1 m f V/ > t 0 t. :IBJ LL ^ 3 } I E,.: ^ 3 rn kik rn ,i L ❑ ' !'�/� 0C t to t r ! _ C ,J C _�.� i i �� ■ / .1 O ll" 2� f Q GO <c o I 4; (- T ' 5; hl Q I_ O � Y Osvl?.1�� E f I > I t k �9 6'G y [ LL 1 , (t E j j • Date Submittal 1 i i h tit Z: t E � �� i t i REVIS , E S Pl L.� .. BP# EES E . !IE.... ,�(- t...i , ,. N.. ....t ` : PROPOSED.. NEW ASPHALT- DATE {[[ .� , t .. .n... .: ,, . ;.PAVEMENT ':AREA':. E .... ,. 1 1 ti L `.�, ' t,.,: ;i � _..__. _._. SIGNED � .�E I I i E t k.. . . ,.!. ....,_ WAY .. H(3 11 T ,, �E :a.. v ... . ..._ �—__W _..— __.._ — _. __._ ._ 10/28/16 Revised ADA Access , . . �..... �, . ... . ....._ — ._.... —_.. �_. . PAtI/..._ �PAtlA C PAW I ,.:. ...._. .._ : .._. _._. ..... ..._... ...,. . __ k a u : 02/09/15 FDOT _. L%I ,. � :: y �t w " : E E `��_..._..rrrr.�_y .... ...._ ....;: . .. •••+. txe,,.'r:. x....' ':,. n- ;• ) E,k, 1.. ,:�i.kJ v 1 ,,._.: � a�.:�a� ,... �_ / 0 COABReviewSet r r _. , .,. . �. ,- r ._ ....E <�, ......_ 11 3 /15 �.�.6_ . 5�0 OCA _ .. __ - ._...._..__.,, ..."....... _._._. ....... .._ x _ .....- —._. ......... °E 07/30/15 FDOT � < 05/19/15 COSA Review Set ....... 12/01114 Permit ._ _._ �._ �_. ._._ ::....__ __. __... __ .._. ...::__ _.. _,..._ _ ....._ ..m_ 08/28/14 FDOT BOULEVARD 06/03/14 Pricing ATLANTIC B O U L E V A R D PROPOSED DRIVEWAY 05/01/14 Permit (STATE ROAD NO A-1 —A AND 10) Sheet Name (100' PAVED RIGHT OF WAY) Master Site Plan . . . _ _ r Sheet Number 07 it� CMI 0 Project Number 14-307 pp1 I t DEMOLITION LEGENDLL CD 4Q, w DEMOLITION _NOTES ` LIMITS OF ASPHALT - 0 : REMOVE EXISTING ASPHALT PAVEMENT ,''rf: % REMOVAL •��m Q REMOVE BUILDING `� I ' 'y EXISTING BUILDINGS TO -; �.. BE REMOVED ' REMOVE CURB & GUTTER --, ® REMOVE CONCRETE DRIVEWAY, SIDEWALK AND PADS Xi:)'?`'.tG 6' CHAIN LINKFC;i: 5' TREATMENT. SYSTEM -._... -.. ._� �.» .. X .... __.. ....,. _____ / _ --- , . Z W,.. ,.,,.... M cV r1 p © TREES TO BE REMOVED. SEE TREE MITIGATION PLAN PREPARED _ Y BY LANDSCAPE ARCHITECT ` `� - - - _ " ' ONE STORY CONCRETE BLOCK BUILDING .� o l�Ni:- C;I�Y . uON I I_ 3I_. ::�: �� Ri � E BI-)ILP/ING ; � BUILDING HEIGHT=13.7' �' �7 REMOVE STORM STRUCTURE i ,;; E •~ >; BUILD ii�:i �i'iT',-�?;7' � � d" SQ ARE FEET=2,987 "' - � .,. . XX PING ,._ __ __ �;�uAR;- I+�i-��•C,zc:;� � w � M � �. REMOVE EXISTING STRIPING - ; o ga-' ..0v.�-�- �"`_ .-,._. _,,.,,o•+ _. '`.•ESO \.r ,,°a p ' Q' Q REMOVE UTILITY/LIGHT POLES & FIXTURES - - j ! / 0 10 20 40 M c w o a ¢ Y ;. Nh.- y I T4s rEt 1 O~s ~� \ t 1� G� r \a'✓ jam"`' I'�' i- � .O• j±.% Y� 1 1 �.`�' , �, ls` •.\ ++ i I s .� ,o. ..}.. k � 'U Q 4r { � R7 n I ✓� Q``✓ O a 4� , -+- 1 Ii j 5' ` 1 I j, it `�� r REMOVE E (STING EXISTING BUILDINGS TO ASPHALT P MENT BE REMOVED =i I.f::1 \, \ `� °•. N c C7 C O G k>� t ; - - ! i t 1 t I' I I i ,t,, , i , ,fy}r'\ r' °'`-, rr' ```• CC r j 1 { Yff � £ \ -n _ rl `i } f i � l [ � I � o°' �'• I�� } oaf 1 SAWCUT EXISTING I j I i� I ' I �� ! ►` f ,� ASPHALT PAVEMENT ' , n \� t ) ' ' ; I i I 1 ALONG THIS LINE. 3 f kk tat Q . ,` , ! �' 1 ( t � i � # I t ` ! I � tit '` i \ ✓' "` �''{� 1 t l C_ {n CT7 Cz t� Z I t w/ l I I j: jj ! i ? 0 00 �,`` _ I I i - 1 .. 4I! t , } j `. -1-!-L ! b .1Qa .r'l.1 .! ,� I - Ca _ ,C` ; rt �•� >., , *, . t € 1 f } I . '""j {"'l riZ ^ry �'\� ...j _.� <!.... - - 1 I � � (•..! t .I{.:`' tt � �w,. rY! I \ \ r, ' f< '• ' . ( I { --j ,\ / 1 i i "1'j I L•"•. ! 4 "..my 1 t't'" ,_ r f ,•` �.. ' ,�Ca• ;v '' ti'`• €,AQP} j +. ( E � t. {. c'' ra 1 ' _i_ I t3 , ' \• ,.r� r i j: -....j ..,,j„ .j ,,i - t7, `r•y 3j{j(f" 4 k I •\.' A'\ '' .[.. A ''\, !y !J CW.) i ! T moo' T . 10• G ' 1 � :..y. \ Cq 70 I I r't i r { .) { !I I { C� i - I' tf� cxa C:a _.., fir? \, ,} _, ! ► ,I � , REMOVE EXISTING, �, / } 3. tr, t- u, ; `\. ASPHALT PAVEMENT U I �'} -� 4{ j I I 1 _ I .' ` C�_} i I C ,,i _.y ( n) fr .J 1 t `s i r` Z !t, 39 a I \ rET.� (•� rrtJ I _ ) ! i -I \ •/ t d i ! t 7 T"i :1. t I --i € f I ft t'i €"�-! . ....7 U moi\ !f� ✓' v7 I i.Pt ,..; II zj X�a3 � rTi 1 rtin tl,�• _.� �� i- .�.; � t"s•; �..I 1 A �' ' '� Q� _ij i✓ \ , �.rr --i ! 110 \ is 1 C� S} j 1 i • ts7 `i , \ oil (f) I ( C.' ,;Ct I �..I r_... O r .^,,{ ; °; 4 L 3 C� t5, n ;. ` (y) 3 C7) r U 7:j I i �;, ii I ' , E Yom { 1 F C � +` I � t �.,�.1 , �•� .. t �� _ ,..,., . ! j_..r..� t .� ` /• Y U Itl � t .... 1 ` l ' EXISTING BUILDINGS TO MOVED `~ € BE RE _ :r i f cw ' I SAWCUT EXISTING -- `` ,.._. �' _.} I i I ASPHALT PAVEMENT i CONCRETE A/C I I , '. Iii i ti ,.I j - �' �c`� I t ALONG THIS LINE. F VE i I 4'3 ; i LT PAD REMOVE EXISTING r f ASPHALT PAVEMENT ONE STORY CONCRETE BLOCK BUILDING °° NG HEIGHT=13.5' r I ! i I I j , r ``, SQUARE FEET=8,425 \.._._._.._ �.. .. i jj t It - -f �� I I ; rr r `.�'` REMOVE ISTING y. CONCRETE XSI EWALK ...,% ~ ( ; •'; _}.. n, ! i � j '� l .s...,_. �, ? . -} j i I i I { 3 t ! I , pan ; 'y _I y L T"\ AND CURB & GUTTER \N L. K R �� t t j-- _t •,:✓I �,.I..L.. HAW— t/ i ! ! I 1 i �` I I } j I I, 0NCRE»TC: A/C ' COVERED CONCRETE ' f STOOP (TYPICAL) PAD REMOVE EXISTING STORMIx INLETS AND STORM PIPE G � ,� TO CURB INLET. ; 5 CONCRETE WALK Date Submittal i I �'irr CURB 0.5 HEADER I i' ? j i I w ! o i�• I : t.E i....r I { f f �\ I CONCRETE PAD 4 1 3 r y.... i FOR MAILBOXES C) i E _ ` H �� 18p I o ;, .4REV s C13RB REMOVE EXISTING �lW.,.__�_.•,_.. _. ,� �` ' .,t� iC � t�.,.::_ rT - f,, . I._I< ASPHALT PAVEMENT �' REMOVE EXIST( # I --.. ,. G. -HCl A�,` REMOVE EXISTING INLET._�.... ,� .__ ,\ -�- f ,. ,�- - CONCRETE PAM,' 1 (; ONCRETF.- CONTROL ' ' i AND 35 LF OF PIPE `° ., ,, .,- ,, / r... f�T € i r r IE \ : i `, >; I I f> °-_ '� rtiG ANl:> CFii.;C ( x f'i E1[)tE< Ila ' SIGNED 11/30/15 COAB Review Set ti f Li sa , »`w }r URB CONCi;kW E t_ \ �y \ / 07/30/15 FDOT STEEL GAURD i_�i-�r}.,]R0X SA / /'� � € 4. \�, t r nNG TS R f i� i• a �M ES , �,-.... _... .._._-.___....... `° E ��' ! UT °� 06/09/15 FDOT • WC EXIST( • t Y , i ____.. __ASPHALT AVEMENT -- - - - - i �. " ___ _� �« _ _...._.. ._ _ __- _M,,, —__. :.___ _,.._._ .___:w _...,. _ __, ____ _•-. .... _. ............ _ ....___ _ .._...._ _ ALONG THIS LINE. 4 0. ;� \ 05/19/15 COSA Review Set -- :a ,P PALM —-PALM -_ -- . ' I ;(fC T . C�i� 1!.� r `, �, i.. µR,v `f 11 }` �1 a ' P.. , a< of > I } G1= iCiAL RECORDS V `1LU� c 1689, i AGS 81--/ i.2' s - __� 12101!14 Permit ii i L 1. € , V a ,fit ;;r. \ c 6 MEi i.AL "-i=...NC:. _..._— __..i WALK IKt_ fF: a' _. ..^.— __. i `\ CONCRETE LK _..._......, � 08/28/14 FDOT _r_.__ ? ._...... _._.,�._ ,�. is CONfrl" A11 D R 1 E _ ' - <x, :,f. 6/03/14 Pricing / r _ ...,. q. _ ._. __ __.....__. _....__ C Iti C I _ _ L, "TF ! K 0 a: _........ _ _ T _w_ ra• l t' ._ _ _._... _._._.. 3' - ...., _._ _,__.....__. ._..__. ..__... .m _ _ 01!14 Permit ...... ___._.__ _..__._.....__.__ C} I? I l E ^<x �✓ t•R F ''` � � r/�`�t� a�� Sheet Name iT . CONC DOWER REMOVE EXISTING CONCRETE OL' y ! t=x oh`o :`° �� ° DRIVEWAY APRON. RESTORE .:r _.__.__� -....... -� =-- _- °�^ REMOVE EXISTING CONCRETE 3 ___... ........�.______-._.......��.,-.. _..... ..._.._..-_ 4. Demo-Tree UTILITY STRIP, REPLACE TYPE F .._._. _._ __._..........__..__ _....-.__.. SIDEWALK JOINT TO JOINT ¢, _ - — n -CURB CONCRETE SIDEWALK NCR€-T t�°A1._t - "-M_. . -', AS NECESSARY + EE SHEET C-110, s , L w " Plan CONCRETE �f • :$ rt - , MOVE EXISTING CONCRETEAPRON 4• 4 4Y REMOVE.� ! DRIVEWAY AP N REMOVE EXISTING �. DRIVEWAY APRON D Y RO yYr v �/ _ Sheet Number REMOVE EXISTING CONCRETE REPAIR EXISTNG INLET AFTER � 1 a -; r �� DRIVEWAY APRON. RESTORE REMO NG NORTH PIPE ' UTILITY STRIP, REPLACE TYPE F �-CMO 10r on CURB, CONCRETE SIDEWALK Project Number PAVE-D : R I G I- T 0 AY) SEE SHEET C RETE 14-30 i p `,` `uuuuinuru"'r'h p 40 ° z L&� AlE E L G N RA SITE NOTES az 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE 25. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. �. 48. ALL SEWER MAINS SHALL BE PVC (ASTM D303 SDR-3'5 FOR DEPTHS TO 12 FEET, 12. A PUMP-OUT MIN. 4" DIA. SHA C'' SECTIONS OF "CITY STANDARD SPECIFICATIONS FOR CITY OF ATLANTIC BEACH, FLORIDA", { ) LL BE REQUIRED ON FORCE MAIN AND LOCATION N SDR-26 FOR DEPTHS GREATER THAN 12 FEET OR FOR' MAINS IN EASEMENTS) UNLESS ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP-OUT MUST BE ACCESSIBLE FROM LATEST REVISION AND ALL CURRENT CITY STANDARD DETAILS.,- 26. BURNING OF TREES, N ( ) BRUSH AND OTHER MATERIAL IS PROHIBITED, OTHERWISE NOTED. FORCEMAINS TO BE PVC - DR18 PIPE UNLESS OTHERWISE NOTED. ADJACENT STREET R/W. 2. SOIL BORINGS NOT PROVIDED. 27. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON N 49. WATER AND c1/ eq a z SEWER LINES ARE DESIGNED TO FI ISHED GRADES AND SHALL 'BE PROTECTED THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN FIELD THE WATER TAPS DEPICTED ON THESE DESIGN DRAWINGS SHALL .BE CONSTRUCTED AS � M � � °U, o 3. THIS PROPERTY LIES PARTIALLY WITHIN FLOOD ZONE "X" ACCORDING TO FEMA COMMUNITY VERIFIED. . THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY UNTIL FINISHED WORK IS COMPLETE. FOLLOWS: ALL POTABLE AND IRRIGATION WATER TAPS, FIRE LINE SERVICES AND FIRE v� �° v O° .5 M PANEL N0. FM12031C0408H. RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND50. TIE RODDING OR MECHANICAL RESTRAINING DEVI ES ARE REQUIRED IN ACCORDANCE WITH HYDRANT INSTALLATIONS UNDER THE FOLLOWING SPECIAL CONDITIONS: OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS JEA STANDARDS WHERE WATER MAINS ARE TER INATED AND AT ALL BENDS AND TEES. �^ o v ° 4. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND SHOWN .ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE A. THE TAPS ARE TO BE SCHEDULED 48 HOURS IN ADVANCE BY CONTACTING YOUR `� °' o 4 4 OWNER AND ENGINEER OF THE DISCREPENCY. THIS DESCREPENCY SHOULD BE RESOLVED INSPECTOR. ;; J, GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY 5 . UNLESS OTHERWISE NOTED, ALL WATERMAINS 4' AND GREATER SHALL BE DR25, C-900. � � RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PRIOR TO CONSTRUCTION. . THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN M o o o PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL BE ALL ON-SITE WATERMAIN 3" OR SMALLER SHAL BE SCHEDULE 40 PVC AND NSFPW B. TAPS REQUIRING METER INSTALLATIONS OF SIZE 2" AND BELOW MUST INCLUDE THE `� .Cn '� RATED. WITH COMPLYING WITH OSHA REGULATIONS AND THE. FLORIDA .TRENCH SAFETY ACT MUST RESPONSIBLE FOR AND SHALL PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR SERVICE PIPE, METER BOX, AND CORP. STOP. � •- BE INCLUDED IN THE CONTRACTORS BID. OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY,ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING 52. ALL GATE VALVES SHALL BE JEA STANDARD. ALVES SHALL BE MECHANICAL JOINT, C. UTILITY FORCES WILL INSTALL METER UPON APPLICATION AND PAYMENT BY LICENSED � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO UTILITIES TO WHICH HE SHALL CONNECT. CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING MASTER PLUMBER OR UTILITY CONTRACTOR. U PSI WORKING PRESSURE AND 400 PSI U TO THE LEFT. VALVES SHALL BE RATED AT 20 PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND ' THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUBSURFACE, 28. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STRUCTURES TO THE ENGINEER TESTPRESSURE. D. ALL TAPS REQUIRING METER INSTALLATIONS OF SIZE 3" AND ABOVE SHALL TERMINATE WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE SIZED READY FOR VAULT. METER AND BYPASS INSTALLATIONS BY U11LITY FORCES. MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF OR STRUCTURE. 53. PUBLIC FIRE HYDRANTS SHALL BE PAINTED YELLOW. PRIVATE' FIRE HYDRANTS SHALL BE ' COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO PAINTED 'RED. 14. MAXIMUM DISTANCE FROM THE NEAREST FIRE HYDRANT TO THE MOST REMOTE EXTERIORj TAKE COLOR PHOTOGRAPHS WITHIN THE PROJECT AREA TO RECORD EXISTING CONDITIONS 29• FOR ALL STANDARD DETAILS SEE CITY OF ATLANTIC BEACH OF FDOT STANDARD 54. TELEVISION INSPECTION SHALL BE POINT OF ANY BUILDING SHALL BE 500 FT. THE DISTANCE SHALL BE MEASURED ON A ` PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT SPECIFICATIONS AND DETAILS, LATEST REVISION. REQUIRED ON ALL GRAVITY SEWER MAINS. THIS MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER ROADWAY SURFACE MEETING THE FIRE DEPARTMENT ACCESS REQUIREMENTS OF 602.6. 30. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONTRACT. ALL GRAVITY SEWER LINES SHALL EE VIDEO TAPED WITH AUDIO. ALL LINES 15. THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL AIR RELEASE VALVES CHANGES IN 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO TO BE CLEARED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A FULL WRITTEN REPORT ELEVATION OF 2 FT. DUE TO ACTUAL FIELD CONDITIONS OR CONFLICTS NOT IDENTIFIED ON EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE CONFORM. WITH CURBS,- PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. . AS TO THE CONDITION OF' THE PIPE WITH PERTI ANT DATA ,SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND THESE DESIGN PLANS. (FORCE MAIN ONLY) AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE 1 31. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN ENGINEER PRIOR TO ACCEPTANCE AND ONE COP OF THE VIDEO TAPE SHALL BE THE AMOUNT OF OFF-SITE BORROW THAT WILL BE REQUIRED. SUBMITTED TO JEA WATER AND SEWER BUSINES UNIT. ALL DEFECTIVE AREAS AND ITEMS 16. ROLL OFF CONTAINER COMPANY IS ON CITY APPROVED LIST AND CONTAINER IS NOT AND. FUNCTIONING PROPERLY AS SHOWN ON THE PLANS. � PLACED ON CITY RIGHT-OF-WAY. 7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE SHALL BE REPLACED OR REPAIRED PRIOR TO FI AL ACCEPTANCE. ALL REPAIRED DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE 32. ALL DRAINAGE STRUCTURES SHALL HAVE TRAFFIC BEARING GRATES UNLESS NOTED SECTIONS MUST BE REINSPECTED PRIOR TO ACC PTANCE. THE MAXIMUM DEFLECTION 17. FULL EROSION CONTROL MEASURES ARE TO BE INSTALLED OTHERWISE. SHALL NOT EXCEED 7.5% IN ACCORDANCE WITH EA STANDARDS. AND APPROVED PRIOR TO OWNER. IF THE WORK IS IN PUBLIC RIGHT-OF-WAY OR EASEMENT, THE CONTRACTOR'S BEGINNING ANY EARTH DISTURBING ACTIVITIES, GOVERNMENT AGENCIES. ONE YEAR WARRANTY SHALL EXTEND TO THE CITY OF ATLANTIC BEACH AND ASSOCIATED 33. ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS AND DRAINAGE RIGHT-OF-WAYS 55. THE CONTRACTOR SHALL AVOID SERVICE INTERRLIP11ONS AND MAINTAIN ANY EXISTING ARE TO BE FILTER-WRAPPED. WATER AND SEWER SERVICE TO MEET THE SYST M DEMANDS AT ALL TIMES. THE 8. ELEVATIONS ARE RELATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIF CATION OF AFFECTED CUSTOMERS OF THE 34. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. 9. TOPOGRAPHIC INFORMATIONMORTAR BETWEEN EACH LAYER OF BRICK, REDDI-MIX CONCRETE WITH #57 STONE. PROVIDED BY: BOATWRlGHT LAND SURVEYORS, INC.. 56. ALL NEW AND/OR RELOCATED WATER MAIN PIPE AND FITTINGS SHALL NOT CONTAIN 35. UNSUITABLE MATERIALS UNDER, WATER, SEWER, STORM PIPE AND STRUCTURES SHALL BE MORE THAN 8% LEAD AND ALL PACKING AND JO NT MATERIALS USED IN THE JOINTS CIO 10. BOUNDARY INFORMATION PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC.. REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. SHALL CONFORM WITH ALL APPLICABLE AWWA S ANDARDS. ALL NEW AND/OR RELOCATED co WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN 8% LEAD AND ALL N 11. FOR PAVEMENT AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS N 36. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE SOLDERS AND FLUX SHALL CONTAIN NO MORE AN 0.2% LEAD. M THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON FOR PAVEMENT. THE ENGINEERING SITE PLAN AGREES WITH THE DIMENSIONS SHOWN ON THE 5(.. ALL UTILITY STUBOUTS -SHALL BE MARKED AS F LLOWS: ARCHITECTURAL PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE ARCHITECT, ENGINEER 37. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE SANITARY SEWER 4X4 P.T. POST PAINTED RED0 AND OWNER SHALL BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING ACCOMPLISHED BY AN WITH CONSTRUCTION. UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE WATER 4X4 P.T. POST PAINTED 3LUE ° PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S STORM 04 P.T. POST PAINTED 31REEN 12. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO ALL STUBOUTS SHALL BE MARKED ON CURB. WI W , SS OR ST . PERFORM MATERIAL TESTING AND SOILS TESTING IN ACCORDANCE WITH CITY REQUIREMENT DESIGN ENGINEER PRIOR 'TO START OF AND THROUGHOUT CONSTRUCTION. v AND THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. THIS SHALL 58. CONTRACTOR SHALL OBTAIN A COPY OF THE JEA WATER .AND SEWER PERMITS FROM THE INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND BUILDING PADS AND IN ALL 38. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ENGINEER PRIOR TO CONSTRUCTION. I' a� UTILITY TRENCHES LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER ALLMANHOLES PRIOR TO THE PLACEMENT- OF LIMEROCK BASE COURSE. THIS SCHEDULE MATERIAL TESTING. IS TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS-BUILT" 59• CONTRACTOR SHALL FURNISH AND INSTALL LOCA WIRING ON ALL PVC WATER MAINS, -�-' DRAWINGS FOR THIS PROJECT: FORCE MAINS, POLYETHYLENE -AND PVC WATER S RVICES. INSTALLATION SHALL BE IN 13. THE CONTRACTOR SHALL BE RESPONSIBLE .FOR OBTAINING ALL NECESSARY PERMITS AND 39. THESE PLANS INCLUDING THE POLL11ION PREVENTION PLAN INDICATE THE MINIMUM EROSION ACCORDANCE WITH JEA WATER AND SEWER STAN )ARDS' DATED APRIL, 2001 SECTION 350 O y . . & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL PARAGRAPH-,3.10 LOCATE WIRE .AND SECTION � INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH TIONAL ON 42 PARAGRAPH 3.12 LOCATE WIRE. RIGHT-OF-WAY PERMITS FOR WORK WITHIN CITY RIGHTS-OF-WAY OR EASEMENTS. -+ INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE .FLORIDA DEVELOPMENT U � MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF UTILITY NOTES U 14. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF STATE RIGHT-OF-WAY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) CHAPTER 6. CONTRACTOR �,, NTH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF SHALL PROVIDE EROSION PROTEC11ON AND TURBIDITY CONTROL AS REQUIRED TO INSURE 1. ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS AND FORCE rj j $� MAINS SHALL BE TESTED AT 100 PSI CONSTRUCTION & REPAIR. CONFORMANCE TO STATE AND FEDERAL WATER QUATITY STANDARDS AND MAY NEED TO FOR 2 HOURS IN ACCORDANCE WITH SECTION "A" ,ct� INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER OF AWWA STANDARD C600 WITH LEAKAGE LIMITED TO THAT DETERMINED BY THE 4-' APPROPRIATE_ � 15. ALL EASEMENTS ARE TO BE CLEARED AND DRIVEABLE. QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL FORMULA. DAMAGES, AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, 60 16. "AS-BUILT" DRAWINGS TO THE CITY OF ATLANTIC BEACH, JEA, AND THE ST. JOHNS RIVER CONSTRUCTION COSTS AND FINES. 2 DISINFECTION OF THE WATER MAIN SHALL BE PE ORMED IN ACCORDANCE WITH AWWAp WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA C651. MC 0 REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE CONTRACTOR'S 40. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE SJRWMD 31 MECHANICAL JOINT RESTRAINTS SHALL CONFORM 0 AWWA STANDARD 0509. FLORIDA FOR THE PREPARATION, .FIELD LOCATIONS, .CERTIFICATION AND SUBMITTAL OF CRITERIA. "AS-BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY OF 4! WATER AND. SEWER PIPES SHALL BE 30 INCHES IN. COVER !N UNPAVED AREAS AND 36 T TLANTIC BEACH AND JEA STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S 41. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL INCHES COVER IN PAVED AREAS. RESPONSIBILITY TO PROCESS THE AS-BUILT DRAWINGS FOR APPROVAL BY THE CITY OF WETLANDS AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY 5. ALL WORK WILL BE PERFORMED IN ACCORDANCE ATLANTIC BEACH. DEGRADATION. CE TH LATEST CITY OF ATLANTIC BEACH UTILITY STANDARDS, DETAILS, AND SPECIFICATION AND/OR AS ALL APPLICABLE STATE 17. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER 42• THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF AND LOCAL REGULATIONS. CONTRACTORS. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL SOD AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE NPDES NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. FINAL STABILIATION REQUIREMENTS. 6: WHERE WATER AND SEWER (INCLUDING STORM SE R) LINES HAVE LESS THAN 10 FOOT REVISION Date Submittal HORIZONTAL SEPARATION, FULL UN-CUT LENGTHS OF WATER QUALITY PIPE (L.E. DR 18 BP# 18. ALL CLEARING AND GRUBBING REQUIRED FOR ALL PAVEMENT, UTILITIES, DITCHES, AND 43. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WILL BE DATE ------ BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE SJRWMD. USED WITH THE JOINTS STAGGERED AT 10 FT. IN RVALS OR THEY WILL BE PLACED ON RIGHTS-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THIS PROJECT. AN UNDISTURBED SHELF OR IN A SEPARATE TREN H WITH A MINIMUM VERTICAL SIGNS® 44. PRIOR TO ANY DISCHARGE OF GROUNDWATER (DEWATERING) FROM CONSTRUCTION SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS 19. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT LOCATED ABOVE THE SEWER AND WITH 10 FOOT CiF SEPARATION WHERE POSSIBLE. CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE CONTRACTOR 7 ALL POTABLE PV TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. C PIPE 3 INCHES IN DIAMETER 0 LESS SHALL BE LISTED AS NSF-PW SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE WITH RULE AND SHALL BE MARKED. 20. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE BELOW SCREENING MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL SUBMIT A SUMMARY OF 8. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM 'SEWER) LINES TO 11/30/15 COAG Review Set THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF CROSS WITH A MINIMUM OF 18 INCHES OF VERTIC L CLEARANCE, A FULL UN-CUT LENGTH 07/30/15 FDOT ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE OF WATER QUALITY PIPE (I.E. DR 18 AWWA C-90 FOR NEWLY INSTALLED SEWER AND DR 06/09/15 FDOT 21. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE EFFLUENT AS REQUIRED 25 AWWA C-900 WATER) WHICH IS USUALLY 20 ET LONG WILL BE CENTERED ON THE CONTRACTOR. THROUGHOUT THE PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), POINT OF CROSSING. THE CONTRACTOR WILL FIEL VERIFY THE VERTICAL SEPARATION. 05/19/15 COSA Review Set F.A.C. IF THE GROUNDWATER EXCEEDS THE SCREENING VALUES OF RULE 62-621.300(2), THE MINIMUM VERTICAL SEPARATION BETWEEN THE WATER AND SEWER (INCLUDING STORM 12/01/14 Permit 22. ALL UNSUITABLE MATERIAL UNDER BUILDINGS, PAVEMENT OR UTILITIES SHALL SE REMOVED F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES AND SEWER) PIPES WHEN 18 INCHES IS NOT POSSIBLE MLL BE 6 INCHES OUTSIDE DIA , METER x � 08/28/14 FDOT IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. REGULATIONS PRIOR TO DISCHARGE OF THE EFFLUENT (GROUNDWATER) TO SURFACE TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE WATERS OF THE STATE. A THE SEWER �� 06/03/14 Pricing 23. ALL UNSUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, LINES AT LEAST 18 INCHES VERTICAL SEPARATION � � a x 05/01/14 Permit UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 45. THE CONTRACTOR SHALL SUBMIT A "NOTICE OF INTENT" TO THE FLORIDA DEPARTMENT OF 9 A FULL UNCUT LENGTH OF WATER MAIN PIPE US ALLY 20 FEET SHA BE T � ( } LL CENTERED AT ENVIRONMENTAL PROTECTION 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION IN THE POINT OF CROSSING OF ALL WATER AND SE Sheet Name R (INCLUDING STORM) LINES AT THE �, a 24. EXCESS SUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES POINT OF CROSSINGS REGARDLESS ;> UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. ) E S OF THE VERTIC L SEPARATIONS. RULES AND REGULATIONS. 10: IN 'THE"-CASE WHERE SOLVENT CONTAMINATION IS OUND IN THE TRENCH, WORK WILL BE General 46. THE CONTRACTOR SHALL ERECT ALL TREE PROTECTION FENCES AND LIMITS OF STOPPED AND THE PROPER AUTHORITIES NOTIFIED, WITH THE APPROVAL OF THE JEA s 'Notes CONSTRUCTION FENCES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND AND/OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, DUCTILE IRON PIPE WILL SHALL CALL FOR INSPECTION BY THE CITY OF ATLANTIC BEACH LANDSCAPE DIVISION. EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 4.r z ° a y 47. THE CONTRACTOR SHALL PROVIDE HANDICAP RAMPS AT ALL SIDEWALK AND CURB 1 . A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE ,. ewe' Sheet Number CONNECTIONS. HANDICAP RAMPS SHALL MEET ALL APPLICABLE ADA REQUIREMENTS. CITY OF ATLANTIC BEACH UTILITIES. C.0 uAqk Project Number 14-307 000%%1 0111111111;Itq,Z& �J � %� O CS rqVOR 76U ®y�E0 = c �P fill It N N N O p M N O C! ttS 00 � U p C/) O M N 'v 1089 Atlanti* c B1v Atlani* tcBe: acli , U E p > r � • a E . 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'�' K+w 5S ik xr r, _ 1 .3 t _ j t _ M :.,,,� tr �kr �..� µ , w..-r :5 f.-ff.�<. r ,R,�•�„- 4_'kl{,44,Y(,t,�,�' �_ �: 3 _�::- .t' .� ,.'�._ �J)3 �K5 y ,'�` �.,,� ,'45'S� r ��.- 'y' <� 1�, r,.�5 •,S1,,rx.11 � `� �.. M," rca<- I .h I1��• �- � S ..,f : «�y 5 �r s ,�- r".i,. 515 f'"1 `,�-` �t:,: xs;, r r }:...,,,. S ....-,l�, M v.�.,, { .l L,•,,.5;; -�' t.ry t (� - - - _ - - ...,.j�j ,�„' � 5 _•i)-t; 1,f.t k� ��°" ,w, 4' ��r^ ry i,Sqt?tti ,'`"�+` �ry'.�^..,..,;.,.w��,S✓'� . ISION r�e 5c,�``iw�a4Jr"_�„��w'..t.t^L3a>t5;4rfgr'4l 4°.,., 4_''1iji'3i'�f.t.: +rr:Fk7"!*,..,•Jt11t. ,r'.� `tx1/�p'."�-J:?,,. ��yN,�,• s"""�f'P„r 0tq ...�(•t'•"�...+._+.''-�""".d.Y'.. �:�.®.' ...r••....�.'' �- (.... f '� •.(F/Y�W—�I�V�Y'�`k cj4-+J E� k REV 4-1 r DATE r t 1 , f 1/ -11 SIGNED '�S - Zt' - - ;J' 1 t "`}"_v_._„ T..•--ry _..:.,,� ;..-"�" _'"-5 45 '�,,...,'"'4 4r tZ I'A ,�,,� _ �"—.'•r 0 �.- .,,.. ".p� � tlf O..0 _ �t'! �:•" ��ky54��y � "t�;� }} -.� r.t raw. � z :4�I,-,r'.- y I m . '�_ 1 ��'°rp�,...•sfT=m ^...,e�.�rcn,:;,},w..,,�� 1:.'[ � ��'r^„�'�� 5 1'1y:�- �f �,.,.: rE �.;" ,^.ff /_f,/ ''"� � 1� .., �_,a{ - h�`�Y '1 - ,✓". {``t, 4t €-_ ti�;,,.ft.r,.... -:� r`��f�J�' �(, -�ti,' � t 4t�`'1 �t•-� t...."- a I f > ''' �,'f F>-''.�, ! f ) � � Vicinity Map . .� GENERAL PROJECT INFORMATION4-J N.7-.S. GENERALInc C o° City Development Number sheEA ) �� pv Concurrency Application Number - Owner ex Property Appraiser Number RE # 177616-0000 a P Y PP ( ) - Ashland Investments,-Inc.. Zoning Designation, CG 7880 Gate Parkway, Suite 300 PUD Ordinance Number Jacksonville, FL 32256 C-000 Cover heet FIRM — Community— Panel FM12031 CO408H C-001 General Site Notes Flood Zones (Show in Plans) X Civil EngineerBase Flood Elev. (Show in Plans) C-010 Demolit n Plan Vertical Datum Used for Project NGVD 29 Date Submittal Baker Klein Engineering C-100 Master ite Plan JEA Availability Number - 1334 Walnut Street .."Jacksonville, FL 32206 C-110 Site Geometry Plan SUBDIVISION Ph:904/396-6115 C-120 Water 8 Sewer Plan - Fx:904/396-6151 PSD Number - C-130 Grading,& Drainage Plan City or Private Inspection Surveyor C-135 Pre De lopment Drainage Map Public or Private Roads _ Boatwright Land Surveyors, Inc. C-136 Post Development Drainage Map subdivision ("911°°) Disk Provided? g y , 1500 Roberts Drive C-140 Sediment & Erosion Control Plan NON-SUBDIVISION 11/30/15 COAB Review Set Jacksonville, Florida 32250 C-510 Site Details North American Industry ' 07/30/15 FDOT Ph:904/241-8550 Classification System (NAILS) - 06/09/15 FDOT Fx:904/241-3346 C-520 Water Details _ C-521 Sanity Sewer Details Impervious Area (Sq. Ft.} 05/19/15 COSA Review Set Landscape Architect ilAte. c 12/01/14 Permit Janet Wnitmin, RLA, Inc. C-530 Grading & Drainage Details 7M 08/28/14 FDOT Po Box 5212 C-531 Gradin & Drainage ,Details Grading g 06/03/14 Pricing Jacksonville, Florida 32247-5212 ` Ph:904/398-7688 C-532 Baffle B x Detail CALL 48 HOURS �` � `'05/01/14 Permit C-540 Sediment &'Erosion Control Detailspp �/ `{ Architect BEFORE YOU DIG Sheet Name stinard Architecture, Inc. C-541 Stormw ter!';Pollution Prevention Plan ry` 322 East Main street C-542 Stormw ter'Pollution Prevention Forms �, A 3 ' 1 Cover Cartersville, Georgia 30120C-600 Maintenance of Traffic Detail IT'S THE LAWbe�Ow Sheet Ph:770/425-7400 Know what's DIAL 811 L-1 La'ndsc pe Plan Call before u dig. Sheet Number IR-1 Irrigation Plan "3 CA M lots 111 C3 n fmmw is; 00rc GMW SUNSHINE STATE ONE CALL OF FLORIDA INC. 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HAZARD GROUP 2 i 9 G I \� l 10' 6'-2' li 10' b'-2' it Im` b'-2 II Im' if b'-2' I 1Da H 11 i` !( I Ih„v it L II R @ m 1 0 f-2' 02 O9 I C 1 ImB In 05x1 a 05x10 n 05x1 II 05x1 ( 05x1 n 05x10 n 05x1 IE 05x10 C5x1 `'I I W " in tl iA + it, a N^y,y^'-- 111 --.. II 11_ II li it II II I -'li I' i ii II It if I 1' W I.,.=..: _. _._.. ._- - _ y.=: �...._,:..«::r .__ ._,.... 7,- t 21r!� f! II 1 �X ._...,_..gyp_=:, :a�:z,s_._-^- -- p.._...__.........._,a,x_ il..:..,:r-,�,-:__,-___- k Ike-' ,_„ -p. _:-_..:.==a_=,._:_ :. .--x-= - a-,.==„,r.r�..= 6'-2 2 II If fl II , 1 II II I' r7 in DESIGN AREA BASED UPON .20 GPM PER SQ. FT. OVER - - -»r - -____�_ -__ _ ” -- _�: 4'y, i �� _ „ q' _ „�+ - - „ Ik==... �, ,- z �.!a- :,:I, 010x10 II s-s',::.: t I' 4"o-- j !, -- 410 }-„,n (l l a I I a i I I a ! I I i I ;a I I I 1 _ II U 1iI,TNE MOST REMOTE AREA OF 923 SQ. FT. U11TN A 250 GPM I b Im2 W \� N 1+! �! V u NI `; !! 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Z a� a tion-,_. 162 µ '• � �, r I 6'Fig.90' ► b'Fl . 9 CO v O .kt f 9 ¢ o v 4' � New ca�¢r Fire r r� t CxENERAL NOTES rM i F Pip I s� .I t - ALL SPRINKLER HEADS TO BE LOCATED A o U w =11164 «:n (- I , f^_._. .� Ground Level MINIMUM DISTANCE OF 4' OFF ANY WALL PER 165 �� E NFPA 13 j 4'Fire D Conn. _ .Ibb `tt111111/!/� -' - ALL ARM-OVER PIPING TO BE I' x C.D.J. \� Install Wit n 50'or 6' D.I.Pipe-__ -.. t Preventor ' 1 ! UNLESS NOTED OTHERWISE `�� ` ��" 6' Backflow T'` 1 6' Pi a ,,5�' •'G i N i` l ........... . J 1 WATER SUPPLY INFORMATION - SYSTEM TO BE TESTED AT 200 PSI FOR 2 „�� Y; •S ter, HOURS PER NFPA 13. fj `", Main f I _� ACTUAL O tT__W No.331 k -- CT L166 STATIC = 50 PSI fir' .TATE dF %ttr;' .; ESI UA = 3(D I C y PI- - ---- -- R D L PS �' it suppiy 900 To Building PE:_ i Ibl Exist City Water Main FLOW = 1,145 GPM 1' lr's Slack Steel 5ch. 40 (Threaded) i� F'•�OR14,.•'G�`�� 2' - Up Black Steel Sch. 10 (Grooved) S�OkA;'E?\\\� ATLANTIC OULEVARb, PROVIDED BY: ATLANTIC BEACH UTILITIES FITTINGS, TEST DATE: '1/4/15 Std. Cast Iron Threaded BACKFLOW DETAIL Grooved End Digitally signed Mech, Tees and/or Weld-O-Leis SEAL: 'See Hydraulic Calculations For Any SCALE:: NONE BLDG.CONSTRUCTION: \/ James ' Reference To Distances, Site Plan J ` Hydraulic Reference 51te Plan Is For Hydraulic Node Point Reference New Concrete . Scale: None Only. 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I I I 6 I If p n f 6'Dn To Ist Floor G «S > i I G O G Ca � 2 _1 O i, !a E U Q U] Q t 1 , L___—____-_______----__.-------------------------------------_ _---J O U U W � o co o CJ .r) C\2 ° C\2 ,V C o f 6'Grv.9@' w W CQ q oN� p r 6'Grv.90 f6'Grv.90• z 2nd Floor Fire Sprinkler Plan �r ° , N O LL LL N 16@ Q � U o U) 12Q 12 Ct.Spare Hd. 0 Electric Bell Cabinet w!Ukench(es) r_ r Prov)de d all All Applicable W E-' W � 6'FI w Switch H draullc Data Plates On Risers � C) (Typ Of 3) U U STEEL PURLIN E- � � V Zone I First loor Ri r—,, ) o Check w/2'Dra n t 2' o I° g I° g(° - v � o Flow Switch 4 Pr ss.Gau e o 0 0 - ' Co � o � o (Typ.of 3) 000 DpQ �pQ V x 4'130' E-' O E-+ ccs a 6 Butterfiyy Install Relief Bypass Drain GENERAL NOTES V, Ive w/T.B. On Both Main Drains To Allow \ o p� ( p,of 3) For Expansion On Both Gridded CO CRETE ANCHOR CONCRETE ANCHOR RETAfNING Nur SAMMY STEEL - ALL SPRINKLER HEADS TO BE LOCATED A �V Tee 69emsI( _ "�SIDEWNDER SCREW MINIMUM D16TANCE OF 4' OFF ANY WALL PER 6'Shotgun tyle Ris r --4'Grv.Check Valve PLATED ALL THREAD PLATED ALL THR D NFPA 13 Check w/2' rain t ' gl° w/I/,'Ball Drip — >>�111111//l//� Flow Switch Press. auge o ROD ROD - ALL ARM-OVER PIPING TO BE 1' x C.O.J, \�� M C 6'Butterfl UNLESS NOTED OTHERWISE N� �5••- -••�QT ` i Valve wl t y PIPE RING PIPE RING `� " ,,,�6iNa�•,�iJ, i 161 4'Out To Remote - SYSTEM TO BE TESTED AT 200 PSI FOR 2 No.3 ? = `Fire Dept.Connection HOURS PER NFPA 13. '' y��• � i 1 :• STATE OF %kU 6' Supply - See 51te Plan 3 u u 1 u u Blac t el c- 4 !iT readed) i 's• LORtQ.-ark �`� �8 NILTI HDI -P SNOF�T /2 NILTI NDI-P SHORT � � � F • 162 CONCRETE ANCNOi� CONCizETE ,4NCN0 r - up B ck s le.o c . foo d) ///jos ONAi� RISER DETAIL SCALE: NONE SAMMY STEEL SIDEWINDER PITTStd. a3t,-1 n6 hra;3' Gro Tee SEAL: Digitally signed ..r _ BLDG.CONBTRUCTI oy'� yJames M. I New Concrete Curtis s�R.LOCATION: Date: 2015.07.19 Per NFPA 13,2012 Edition '23:25:46 -04'00 I I I � I ."I I ---1-__._____.___ __.____________.___...................__ --___________________-�--..-�.-1._...........____________.-__.-.11........... .. I .�I I I I -.I . I . ��. I.:.b..--_�.I I I— I� ,..i�,:,�" I . . � � I I � - . . �� . . I I I I . I I I � I . =_"_________ _____ -- 11 __________ . I __ I . 11 __ I . . i � . � _,__________.__-----.------------------------�----�.-- . � I I . . I . -, 0) ;-4 � � . i 4-4 0 � Z . I � 1 9 1Z .2 r_ � I I I I I 0 0 . 1 11.4. W rZ., . � I I "i = I . 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' ., i co r_� �_) fu�\ ,� k,-1 , � . ! 11 .. , :kmiin bititterny:_c6niijol�vajvt�-:WItfi if - itj I ' GENERAL NOTE6 7 : , .. ''. . . � ould be i _N 0' -' I � . *+ r0up'Z , . ... .1, - '' ... amper.l . and main sbotga I 'check,valve:sill . � C\2 :Ordltda4halzird g + . .. � .. . E� -` ��-_ �0_�, t-�, 0 . ,. ,. . I I � I I , , , : 1., OrIthe,ebtliti pro cet's"ipirinwers stem. I -LL,SFIRINKLE R.HEADSJO BE i LOCATED�A . C\2 i:1, C:) b l7-,l C:7, " � ..I .I_— . . . ; utte -i . I I I ' I I , ' I ? . ..L�ivingspace.and'Aitti�*office3i. . .:=lot fl: I . I iy :k h , .ray control lVe wjth,�tamper.switch,, ,A ..I I I . . i ; ; I JLWl il:��IIA . . � . D� . � 1 IV6 .Rio �1-1 il C-,l �,� . ! . It .- I I...1. ya and w switch will be provided.for:oill floor.(vicine)wet.qp nkler systitlil ite-st.and+ .MINIMUM DISTANCE OF14' OrF ANY WALL�'FEIR I 0 __� � I . � I . . .. . . 1.I. . 1. I . . -1� I I � . .. . . .. . . ; il . � � I.. � 'dr�iii.qbsill..bi:instAUid�fo�each,�y�tem. A-11.0owlswitthosshall! sound a Nr-FA�13 i (_� -<14 ,_l C,:� -, _. I" : I I I . I alarm and 8114amper .....� � I i - � .I - 1. .1 . �, . . 1.� - _141 . Lt� ,,I- -,I. - � , I switibest:shall'.send a warning to`:a-congtantl I . ..... .. ' .. -A_ .1 . � � ! 1::`1 _Z� i .. Y. attended: ocafion;whe ,.qualifle'd 0 no .vaij, 1. 1, �� 0-, <::7, to : � . - . 11 I'll., , p r10 . . .1 ! I .1 . 1. I . .. I :.: I I . I ... � I I . ..:.:.! __ ,,, ALL�AFZH-OVER.'FIrIIlii5EZ II.X C,O.). C4 - I .1. I . i iz� t-4 C? . . ,.!- ... .. I .respond.� I . . - I I . , cs�c_: :� � . . 1. I � . � % . .1. .r THE j I � )?,A.C.6,10.15 32.06 I .(4)Detl ilipprol,witilch includes system:tyi densities, device temperature ril and; - 'tbir I I UNLESSNOTEDIO ERWI6,E' + 0 > �� (Z) (71-1 E I... � � ... ..I _ + 11 - I .. ' I : , + . . � - � I ; - � . I 1: ..�. + 11 1:90'' SPaPT4+, ; � ' I fi 401I�U�an�y.' I . ,. i ! � I I . .0aie f1:004rate aititird , . I � . AN. I &_ i ��! �_i .2 I . . . I—— � ... . . SYSTEM TO BE TESTED AT 200 F,Sl FOR 7 -4 " J)Scope of,il Insuill wet pipe fire�sprinkler i;lyostetng for a)low three$toy self-stora&building,per. . . �, - .U.I .I . � - . ,.. i U) M I �_� ::�,- .0 � . .. I � . . . I - + .. . I I sto I ''..- .� ' .:4; , It f . IWO�Ill PER N;=PA.I.S. i �� 41 . _� i on: ' " i 1. , I � (h)Mi�tobi6tfndu.ccdCorrosioii(MIC,Y.Tbo,EneficerofRe�bidiball'm'akiii soxiibleefikirts,toldon y . � . I.. I .. . C � . i NrPA 13, U10"and.Florifla Firc Pri Ciodo-2612l. Fire'scrvice zlil shall.bo.ifistallitid bjil a ra areas; . . . I 1. - . . . tt 5 P . . I . � + . ... . i I I � � I i Pry I 0 1 + I . . .. . � +go .*at suliplies I that dould leadto I a MAT consist�4 - �) U zl� CX- I r I li class V contrnctorand th Mkrobial.In no 'I - ri r . i .Ill class I e above ground piping to r ed +� I . .. d ed Corrosion.il S11.1 cj�6 . I ill � �� , I � I . . il y.t -:V, I, - I � .b irli byar-lotidalicitons'cd A Niiii type s�rinldf ,system bastdou*.6rdlas III , , * Ascussion's.lill 0 local Water purveyor ed - . I I I er .I . I I �. . I � ,. ., , ,. , . . I ry, ;3znrd group i classiekation,0.20 GPM+per.square ; i I . - .+ . , . .. � . ifindfol official;famili-ali with 4 onditions,in 016 local areas . I � I I . � . I . . W E- W. �ZD i I Cla.".1 contritetor.. 1661tover the most remok:150 square,foot area and 4 hose stioard allowanc*0 of250 GP+AiL_ ltdulcii: or laboratory tetit ng of water.suppjict;:.Wficn � .. , : i I � I . . I .. I . l. �. conditions are,found that may rit sult in lill conuunin�tioll� !"Felt , , 3 Z M C> I A � . .. - �. I response sprittliklers are utilized a reduction in the remote area can be utilized. They .. I� . +I I � � I I ..I I—.I", . .. . I � I i cr) ! . . I . to . 019,1he engineer shall design.correctivel inessures. . .. I � -::Vl C/i : . �2)Acceptniiee'resting,1'lie testing,oftbe fire,protection.s.yis;tem and its coroporients shall comply.with all be reduced,by 38.5% pat,NFPA 13�table 11,2,12,11,for+n final design density of.0.26 Gyn.plarl 1. -; '. . I .. . I � I -can: 7 i I . . . ecitiolle area ofthe6op too onpi 11:- 11/21 elac�k�ste,_-f Sch, 40 (T�yeail � + i . � . .. I I . � , . . .1 . +1 i Z I . � I. i .. . _ . .. ho - 1 2' - Up Sla6k Steel Sah. 10'(6rooveci) � ii i _ . � . . .1. . . . 11 1. .. I ; U U � 4 , I I . . � : . . � ?`� �l � RI)Plical)leiteiiisofK[-']',�% 1,20IOtdifioi Figure-190-l(A),contractoesmatuidandiest certifictite for :square foot over+(fie most remote.923 square otitar6ayidst so stream atimil one o :.'5outdc*idcuctofAUCmay.hiiVi�b,�thfoij)�d)*n.thisar�4. Campleteprokitionis'notp, et! � I 3 1) a . I ; . � . I . + I I . � ,. . . . .. I - ., . , - , .- + . . 0 f 250.Giphi � . &_4 � . � r : tl)c above and I ndqrground pi i . .11. 1. . 1. . . . . I i i t. - . .. oililllii... ffi��I .I . ra cut. The*: . . r F � � . . . 'ping Fire, spr* 11.5 , alitse, uxxidor with a I . . � . .. I ; � + I I : . '. I , m1don to bit 5 dogrm Quick R"p .. � max mum sp,adi per . or ould�disll cost of nifiti I g.-Ifiow'versfomouiflorini�and .. ..+� .14,171"I'll,*I 5; I E- ---� E- zzi`,��C__ I . . , � � � I .. : 7 , � , . . . I , . . . .. I . Z Z ; � manuflicturritticruture.. .,� r. F .� _ . � - � . ..� reillacen lent JF;neddodiii. The fim: <Z) � I I _ - . ._ '. I - + . I I . : - � a. .1.b., . i_� Q�) C-1 . .1. .. � . . . 11 . Ild In I s e phig an s a I )e+c Std.,,.Cast tr6n1ifireacied- ; : .. . . . I . 1 3)Struclurell.Support systems sliall have adeiluato load ca"ing capacity for thedetid load which Will be I spirm eir syste .sW be niostly- 0 1 pi : d li Ill ithtr interrialli�galvanj:tc or e fictory <� Il <� id U) ,�_- I I + . ,. . -10 'M li I . . .1 I . - . I � , , app ed lCinbibitom: . . dill,06"oled,5nd a . � � , ; .. I .. , I � - (7) : I 7 � : . .. i . I ; ,-� 00 i " i:_ I i contributed b�the,fjrcsprinkler-.�ystom components. .1lic,firo.sprinklor syston:wIll not conwibui.d:any. 11hing spno and sales offices: I ; C) r , ; I . . . . � I .. . . + I . . M6ch-.Tee6:at1d/1or Weldl-O-Lil i W I i � , + - .. . _ - '' � . . - � 1. .�.1. . .. ..., I..I ., I I , ; E- 0 E- m � . . � . I . ; I j � 0 - i � Hyc load, . :A-wet ty'p lsprifildor sy4kni'liased on Iii hazard clwaitkation 010GPIA squart 11ii over.the I I I SLM CONS"I'Mr-TICNir _ I I I ,_, I 't j . . . 4 I pef ; -<� +,--i <� % i ,most rtuiot�.1560 iqUiIiiiia:Aot ari and& , I . �� I .. . . . . . 1. � . I 11 i ��3 ,-l � . 7 .. I � :+ i I - I I I - I . hoge sfrei allowance of 100�GVMll.r1f Iii ,. - : . I _. . . . . ck-resporive: -water:purve i �_: . L) ..Id . k � z : I .1l'.A.C.6 I(�,'j 5 3 2,0 0 3(2) 1 . . (Q .�all floil proventiori and micil specification-, and details to et local � t�cqti ! I , : - +1 I I . � iii.0 0 �� (a_ * � I sprInill are utilliUd$It reduction,10411t rilemote area call utifizell�ireaprinldell be 155 or reqidroniontsfficluding maximum 01oll pressure drop. .I . . . I 0 C.) a, CT_ i ,� ok 1. . I I ; f '175 degrc,-,:Qu' I I .__ I � ; i :. ickRespoliscorresidexiti*a!,'5.6' factor with 4-maximum spacing per manuffigsures I ,. . I . I . �+. i ii�, I ! � i - I .. .. . . �.. + I I 11 ...�, __,�_ �. I .... � . I i ! I 11 � � I � I I j . I lit.eraturi 'Piresp I rinkforainibeitli5.v.n.t,.orsliot'tt�obeloodtvt�� : - I . I . - . : . � � - I 11.1'. .. .. .. .. I Viie bacidlow prevention device nsscilnbly and raderi equipment shall � 16FKJ;2�,L0CATJ[0N" I i i (a)"Me POillitofSerillikOfOr the fiM protectionvater.supply as defined by Section 633,021(19)9TA � . +" neeffift r.equirements of. . . �. ; 'o,ill I I III/o,ill ! . . 11 . I � I � - . I he City ofiacksonvillil Th' * ' It I � P I + I I . .. .. : ,� t ... + I � ,.. 1. . . . . .. - TXondi f , 11 . �Nl( ,: eli;*fm4i�,��2012:Edit I � .1 . . . d ... ... .I . 1. .I .e maximum a owable pressure droi I Is 6 PSL + - I .. I . i " : � I I.. . .. � . , .11 I I � I �. I.I.. .. :1.1 I ,. .1 ..1 � � �I . : I � I . I I ? � � I/0 N-1 0�, , � .. - . ,e�� M. cu,, Y, . l ..._. ?l//, I I . I— .1 � - - I N'��'%�, - . - I 1 . i 'The ri re sp rinkler Point of Service.per F.S.wilthe the con frol valve oil,flit dischargesl&of the 61ity (c):Chiraoteristics:orwater supply to fi�uOc(t.such n ininim ' i dl 60' itsylictIltriti 'doadi I �� , ,IR No 5, I " ; � I 1, . I I .1 .. . . I I ..1. ... I I. ... .. I ..1. I . ... Um sive.an , ocil ri, I . S . . I . . , I -3 -, "i I'll<P ;:�- i , , 1.1. , . � . "., - . . . � .. .. �. � . V 1 i � ircu-tatihig;.and it dcadlirtind the distance to tlic,nea'il - I It as its. , 4"� , , lill ; I... � ;-.11- � backfloyiv preventer located on the Southwest torner of the.buildil.gly :or c� . ,. , �!Z� 1, .I I . . " � .. , f ... Ili ' .il I I I . . circu a I tiling,Main, w will ., ITIRUMUM 0)Q614:6ild perf6rriltiftil if! a6dAs 6fall illyird:aIld Intertior fir'o protell it corloponents. T No 37, 2- *J� I � I ; � .., . ,- I � I speic � ... - � I ,ditratloh a d relfibilit'k+.for the tial hydraillically demanding design area. - . . � I I - I I . . gl� , 7_ �;:: 11 . � . ,- .. I Id, I . 1. 1% : .1 . q , ; .. . ,: � . � :. . *� 11 � . .. � N : . , - : � I . I , ; I '' I' '. ( 9.0wricies Certificate.ln.siori occurialicies,the Owner's Information- "erfifi i ' d ` - I .1 � I .1 I� . A: �:� . . .1 .. C Cato mroquire filoin the ; I h I " I I— + I . � , . .. 11 , � I an ft � I "A I - � I -, I .W f, .-. I . . I maieri a al e new an&be pro "t N r',PA requirements I v 1XIIsto d i stitilled. sit, ne 4 , �t )ii10 � 0 �/ts . , ,( �, I "('i,u, ". .1 e,con iguration.of ! � , _ it � . . � -... � . ... .., I . .a. � a.. ..I . . . ". . . . e spaco fio'r the current an, u�turojise 0 .. ..'a a ii�-' "'Ili tn . iu�� : � - ' fill c with:product data sheets proi4ded sit the thue Inkler,permitti fg:!by the,Xillre Spril 60property'asrequ '. i l I pl or . I : , , , + th' " ' d ti ` : f 4. s lill _/J"� � , (1))Applicable N.F.PAstaxidard tobc ap iell hi tlic.c;tsu where no s , I Alt .. . .it.. A 1:by �IAii m t pTDpc.Tty owner.as it clearly defirles the storag fl oi .1 ,, f uch standard exists,t ei criginecring I ' a 12" droulating City W4 r.main1acattlil on:A()antic.Xflv&wbi it is Souat.of the . - TF_OF . after"upp its a " " .. . � F , i 11 "� , I . . I. I % I 1, . ,.j.....'.� . I . . " .6 d 3, 00 , + "ll ,� � sti dy W . of firse spri ii ZI _ I .,judgments,and/or perf6rinance based ana!lysisand conclusions. .�p roj!,,-i A!6y" the pro . . ircdb�iheooic an standal batin'subsectioul 1 15:;�+ to 40-1- f . I - . . .. I :j I . I I I % , fi I i � 1 .. 2. (7)j)KA r " 4 i -1 ,ji:il to the buklTotill prevent4orl.trom the City wRin tapIl and' Contrac6r. I .. ..., I .11, ''... .. . I. V : - 9'a lie � . "' - + + I I . 1-1 � . . . - :.. . I I I I 0 iii . I � i _1� � � I ont, es t " U pp preventortill u 11 ilding entry ifoirit, , ; 0 , . t:� 'k"'- " _""i ; . - rom the backillow I i -10RIl - � ' I � I b " ,� �p ;�, � � 'i i I I .. . I . 1. . .. .1 I � , �, I . : . . I ..... 11 I . . , ;ii 0 . "i I I - .. I N,FP,k 13, 2010 edition,.NFJ?i�24,2010 cdif4ani.NFPA 25,2'011 edidoo, I'll Ill 2012 edition and ,t - I I ;ii S/0 'I� ,\N - "� , I . � I . I /I NAL �\\\\ I ! I I I I i I . I . I,, ! XFPA 101,20U edition-is illitiodified by the 2011 FlorldnFire Prevention Code. . I I 1. .11 � ilPll /sll I � I . I - . . .1 I I � � . �. , I I 'A I f �Iel ^ � 1111i i I 'A (k): :determination.o-whether a':fire oll�.is reqnired and if.so, thc�.�I) 'fib volui-a6ill flow:�and -oill : I � , , I '': ., 11 I _ . -1 . . . . . I Q)When private orpial watibr-suppliei'w�usedy the fl6w lost d6tay;inclu&yig date�- - Ill. r .- I . 1. il titne il h . .. I I ...'.... � I .. . I .. I I—— I 11 I � ..I— . �: Al . , : ! - � .. - . 1 d, I.W 0 fh � �6 - . . ,� ..., .. ... ''. pressurd rating p t opunip. ^ l . j I'll.,. .. .... � i ; i . . i I � �condi:icjil tcst or suppliefil.linfl6rmatill testi.clev tioni L * * fire at no Jftd-;;, ow e ��, ,01�� 4 I - I . .8 4,10 gause.pti ,, f) . .rat :with . i4tIrAoills, . - . I� . I I . 'IQ I .and cati It ' , . . . ; . I I � i ry�iduiil gAuge`priessure, hydralt butt cbefficlent,* . I ) 111�"" . i �� . . .1 I I I . . I 10 " . If .i 'I i6ii'to' - & H pl fil i 10'r il ' d . C P Digitally signed I - . On 0 1 estiln it Of thohy riai.a .A Ill pthup is Ill .r quire . IN ().1110, : ; . : I � . sbrvicill. I lili ; I I , . t I lill A;i i I I I - -) sit, . SEAL: . I . . , : 6, , IArn I . � C i es Nil. . � . . I I 1. � , . . ., . � � . I K.'y _)U I I I . , I ,_ � _. . - . I . . � . . t I . I . : r . - � rill 11 I .. . . I �� I ... �.� � � � � hies on'07/0&101S at 9i 10 arna it 1099 Atlantic .1 ': * f -th, rely I li V t � I A flow test wals:per6 4bytbeAtlantielleachutib (1)'k-ilicrificatiorto wi craft ater sforage tatill,is rcqujr�sJ:otx sift mid it so,a daternainatioti,of th � � I _-=_i___ �- __ - �� I I 1") � I I %1 1 11 ON 4w-I it,I'll, 11 i: 11 I s i I It " I , '_ I px�l __ - ,�!,,. I t"WI-2t 1 X ,�111` I I- �y 1 I �__; - '"W'"ll" "' 11 �l 1 5X14*10"! 1 � I I I� �[ I I '"C � ) .ii,�,--..,- 0412 XQ2�� RY6 ' - I ; � � I I i t I olli 1 0-34. I !� �.,e,o . � , - 0 9! _! &Is 1 Ili _r_ , _ 3FW l , � _1, I L I I I I 19NA.-Wlthresultsill a StAtic pressure of_56.psi wi(b a residual pressure of3O:psl wbile.flowl 920 . I 11 ,e . �size and.eVocity required. I� .": - . ��.. -,,, : i , : I I I . . I ,,�, ; Curtis F , . I I emm, I , I 11 I., I I . . � �. i , i I I � I I � I I � . .I .I .. . : i I .1 i � . j : � - � I � . . ; I A 6ewater storage tank is NOT requircill . r Date: 2015.07.19 . : � 1. I . �''... . -"..,, . I . i I . 1. . . . � . t . � z � : � I : I . . I t l � - I 1 '23:25:03 -04'00 1 1 , . I i � I I ; � -11.11 I'll I'��-1.1�..�,��.,�--�,,�,�,,�"--,-,.-------,---.-�,-"--��.-..-,-�.",-.-------�---.--�-".--�-�-.-"�----- ------,,--,-------�-�-�-�-,�,-,-.--- I . i I - ------ --_--_-__- -.---..-.-�-...-,.--,�..�..-,.��..-.,�.,-,.�.....................�..........1 ; ......I...-......11.....I.........�...�.......- 11-- � - � LL LL - - - • - HVAC HVAC HVAG _ :' FOC EBB I11B FOS U '. W L CIOXIO CIOXIO W CIDXIDcr' CiDxD CIOXIO G1IDx1CIOXIO CIOXIO CIOXIO CIOXIO CIOXIO CIOXIO CIOXIO CiOXiO CIOXIO &TAI 1 CIOXIO CIOXIO CIDxID CS CIOXIO CIDxiD 111 CIDx2D FEC 0 W Li CIDx2D FEC 0 c5xi0 W Q > G5x5 G5XIO z _... _ C5xIO C5xIO C5xIO �� 0 CIOXIO CIOXIO CIOXIO CIOXIO CIOXIO CIOXIO GIDXID CIOXIO C1DxiD CIDXID CiDx1D (� 65x5 7—T CIDx2D CIDx2D CIDx2D GiDx2O CIDx2D CIOXIO - Q G5xiD D CIOXIO CSxiO C1Ox15 C1Ox15 CIOx15 C15x1O CIOXIO C1Dxi0 CiDxi0 Go 10 CIOXIO CIDXID CIOXIO CIOXIO GIDXID GIDXID Cl x1O GIOx1O Ell CIOXIO FEC UNITS C5x5 1 CSxlO il C5x1O C5Xlo C5XIO C5xiD C5xID CSxiD C5x1D G5x1D C5x1D C5x10 G5xID C5x1D C5XIO G5x1D C5xIO TC5xIO G5XIO G1fDxID CIOXIO G5x5 ELEV 13 KEYPAD C5x5 EQUIP u., G5x5 LOADING 1 C5x1O CIOx15 C1OX15 ELEV I I2 CiOxID GIDxiP� G5x1D GIDx3D GIDx3D GIDx30 GIDx30 GIDx30 GIDx3D GIDx3D GIDx3D GIDx3D CIOX3D GIDx3D uvac GIDx3D CIOX3D GIDx3D GIDx3D G5x5 FEG uvac C5xID CIOXIO FEC GIOx15 n, G1Dx10 G1Oxl5 G5x1D G5x1Oco .. W HVAC _ C5xIID C5xID N RVAI- w/D o o c5x5 KITCHEN FEc I c1DX12 BDiM FLDOR - Oco Cc BATH MECH C5X5 05x5 C1.5x1D �.'. . . . . � H K vA ICU C5x5 ITLT OFFICE _ �• o , G1Dx15 f �-=---H- --- 1 �� CL 9 .. C5xIO ELEV ELEV 2 G5x1D - -- O" EQUIP W G 1.5xID iHEGHI '. DINING cSXtD CIDx2D A IOzcz ' � � 1+E � oa F c�G, ----, '— o - -- a� GIDx3D GIDx3D GIDx3D GIDx3D GIDx3D GIDx3D ® CiDx3D GIDx3D GIDx3D GIDx3D GIIDx3ID FEG l M 1015 1 V V G5x15 106 COUNTER --- co U M. E�ATH - — .�.. 9PR1 K T F lm5 ; --�_. ---- 10 LOADINCs EL EG (-TLT j N O M. L5DRM T IR 2 CIDXID FSC _ SALE - - .,, G5xiDco LIVING 1 I IDCP 4E cL KEYPA 08 P DF +J UP 75 H FOS i B HVAC HVAC KNOX ' 101 ' - - FOC ' HVAC - HVAC 1108 115 1 �° ° 1 ❑ I BOX { --------- 0 --- -- ,. o 0 o I BUILDING INFORMATION ROOF I GENERAL DESCRIPTION: -- r EXTERIOR SPRIN D BUILDING DING r------ - ' KLE I 1 - „r_T-------------- _--__-_ _ - _1-------------- ____-_--__ -T_l MOUNTED OCCUPANCY TYPE: BO NTE FIRE ALARM A-0 CRITERIA•' � ° ' : ABOVE FSCI DS HVAC --- ---------------O-� .'x; .�?�, (SEE NOTE_10) (A) THE PLANS SHALL BE CLEAR, WITH A SYMBOLS LEGEND, SYSTEM RISER DIAGRAM SHOWING ALL INITIATION AND NO COMPONENTS, AND CABLING REQUIREMENTS. INDICATE LOCATIONS -------------------------------- 3 STORY STORAGE 1 1 WHERE FIRE RATINGS ARE REQUIRED AS DETERMINED BY THE FULLY SPRINKLERED SYSTEM'S SURVIVABILITY REQUIREMENTS. IDENTIFY THE GENERAL OCCUPANCY OF THE PROTECTED PROPERTY, AND FOR EACH ROOM AND AREA UNLESS IT 1S CLEAR FROM FEATURES SHOWN. [H�75 �------------' WPB T F ..._..._..... I /'. _. _. _. ' — OCCUPANCY TYPE3 STORY STORAGE FIRST FLOOR FIRE ALARM PLAN DOES STRUCTURE HAVE AUTOMATIC SPRINK ER SYSTEM? t FIRE SPRINKLER CONTROLLER LEGEND LOCATE INITIATION AND NOTIFICATION DEVICES AND CONNECTIONS TO RELATED SYSTEMS ON THE FLOOR PLANS AND SECTIONS WHEN NEEDED FOR CLARITY. RELATED SYSTEMS INCLUDE SCALE: 1/8" = 1`-0" ONO [I PARTIAL FULL I 1 ELEVATOR CONTROLS SMOKE CONTROL SYSTEMS, DAMPERS, AND DOORS. SPD I i 8V 1 1 FIRE SPRINKLER © PULL STATION WALL MTD - ELEVATOR RECALL IS NOT PART OF THE FIRE ALARM SYSTEM APPLICABLE CODE SUMMARY: j I j CONTROLLER 75 HORN/STROBE WALL MTD REVISIONS 2010 FLORIDA BUILDING CODE � L WALL.MTD (C) STROBE INTENSITY AND SPEAKER OUTPUT RATINGS FOR ALL NOTIFICATION DEVICES. 5TH EDITION FLORIDA FIRE PREVENTION CO E ANNUNCIATOR MOUNTED ECJ BEL WA M D GATE REV 2011 NFPA 101 - LIFE SAFETY CODE Lpc "' ''""' � SMOKE DETECTOR CLG MTD - ONLY ONE NOTIFICATION! DEVICE IS REQUIRED PER NFPA 72 FOR CENTRAL STATION COMMUNICATOR 2010 NFPA 72 - NATIONAL FIRE ALARM A D PNL �® "'- "-"-"' ® BESIDE FSC SIGNALING CODE. P • 2011 NFPA 70 - NATIONAL ELECTRIC_COD DEDICATED 120V CKT FSC m_G9 7 F . TAMPER/FLOW SWITCHES (D) IDENTIFY THE CLAS " �� NOTE 12 S AND STYLE OF CIRCUITS- A5 LISTED IN THE NFPA 72. DS DUCT SMOKE DETECTOR ` i S . MECH CONTRACTOR) - SYSTEM WILL BE CLASS B STYLE Y. 1 - SEAL 11111111 (E) IDENTIFY THE FUNCTIONS REQUIRED BY THE ALARM AND CONTROL SYSTEMS INCLUDING THE TRANSMISSION OF EMERGENCY SIGNALS BEING MONITORED OR ANNUNCIATED. _ •- -� (2) TELE LINES �� p,S M - MATRIX INDICATING ALL FIRE ALARM SYSTEM CONTROL IS PROVIDED. �..._.._.._..._...� TO SECURITY PNL � .,,•EN., FLOOR � GENv (F) INDICATE WHETHER THE FIRE ALARM iS CONVENTIONAL OR ADDRESSABLE, AND INDICATE ALL ZONING. - SYSTEM IS AN ADDRESSABLE SYSTEM. NOTIFICATION APPLIANCE DEVICE ADDRESS SHOWN FOR EACH DEVICE IN PLAN AND RISER VIEW. 7-13-1 CENTRAL STATION COMMUNICATOR Sl"AT[ OF G LOCATE SURGE PROTECTIVE DEVICES AND REQUIRED PROTECTIVE FEATURES. '` .�v O SPRINKLED BLDG .� •.<af��o?:��``<. / `c`s"S/on ��' - SURGE PROTECTION PROVIDED AT FACP. : NO SCALE r'�,Nfrmnsmuen,ao (H) LOCATE SYSTEM DEVICES THAT ARE SUBJECT TO ENVIRONMENTAL FACTORS, AND INDICATE REQUIREMENTS FOR THE PROTECTION OF EQUIPMENT FROM TEMPERATURE, HUMIDITY OR CORROSIVE RISER NOTES ATMOSPHERES, INCLUDING COASTAL SALT AIR. - � 1. RISER IS DIAGRAMMA7ICAL ONLY. MONITORED.DEVICES SHOWN ON DRAWINGS AREA THOMAS ELDER,P.E. - DEVICES INDICATED AS WP SHALL BE WEATHERPROOF AS MINIMUM REQUIREMENT. FIRE MARSHALL HAVING JURISDICTION SHALL DICTATE FINAL 1409 KINGSLEY AVE BLDG 12A REQUIRED FOR ENVIRONMIENTAL FACTORS. ALL OTHER DEVICES ARE NEMA-1 QUANTITIES AND LOCATIONS OF ALL DEVICES. MAKE A PROVISION FOR ADDITIONAL ORANGE PARK FL,32073 (1) THE PLANS SHALL INGLUD= A SITE PLAN OF THE IMMEDIATE AREA AROUND THE PROTECTED BUILDING, STRUCTURE OR EQUIPMENT WHEN ALARM DEVICES ARE REQUIRED OUTSIDE THE DEVICES. FL PE:56121 2. FIRE SPRINKLER CONTROLLER (FSC) SHALL BE INSTALLED IN AIR CONDITIONED SPACE (904)403-9067 STRUCTURE. ONLY. IT SHALL BE MONITORED WITH AUTODIALER. DIALER REQUIRES 2 TELEPHONE -EXTERIOR NOTIFICATION PROVIDED BY BELL TRIGGERED BY SPRINKLER FLOW SWITCH LINES AHEAD OF PBX WITH (1) SMJACKS. 3. FIRST ZONE SHALL BE FOR (1) SMOKE DETECTOR INSTALLED ABOVE FSC & (1) PULL IN BUILDINGS WERE SMOKE DETECTION WILL BE OBSTRUCTED BY WALLS, BEAMS OR CEILING FEATURES, THE ENGINEER OF RECORD SHALL PROVIDE APPLICABLE DESIGN AND DETAILS TO STATION INSTALLED BESIDE CSC. ' (�C TAomns M. Elder, P.E. (J) •4. SECOND ZONE SHALL BE FOR SPRINKLER FLOW SWITCH. DIRECT THE INSTALLER TO MITGATE THE OBSTRUCTIONS. IN BUILDINGS WITH SMOKE DETECTION UNDER A PITCHED ROOF, THE PLANS SHALL INDICATE THE ROOF PITCH AND A BUILDING SECTION 5. THIRD ZONE SHALL BE FOR SPRINKLER TAMPER SWITCH. DATE 07/13/15 SHALL BE PROVIDED AS PART OF THE ENGINEERING DESIGN DOCUMENTS. 6. FOURTH ZONE SHALL BE SPACE. 7. WEATHER PROOF'DEVICES SHALL BE PROVIDED FOR ALL OUTDOOR LOCATIONS. PROJECT NO. - THIS CONDITION DOES NOT EKIST. SMOKE DETECTORS ARE CEILING MOUNTED AND DETECTION IS NOT OBSTRUCTED BY BUILDING MEMBERS. 8. COORDINATE LOCATION & QUANTITY OF TAMPER/FLOW SWITCHES WITH SPRINKLER FIRE 2015-051 S E D (K) FIRE DETECTION SYSTEMS UTILIZING SMOKE DETECTION IN SITUATIONS WHERE SMOKE STRATIFICATION IS ANTICIPATED, THE DESIGN SHALL PROVIDE THE NECESSARY CRITERIA T0, MITIGATE THE PROTECTION DRAWINGS. - - DETECTION PROBLEMS. 9. ALARM BELL SHALL BE LOCATED ON BE ET SIDE OF BLDG & MOUNTED 8FT AFC. z 10. DUCT SMOKE DETECTOR(S) SHALL BE POWERED BY HVAC EQUIPMENT, - NOT APPLICABLE. CONTRACTOR.RDINATE VAILSIHIAT`OF LOW VOLT POWER SUPPLY WITH MECH HAVE AHU SHUTDOWN RELAY AND WHERE REQUIRED SHALL ONLY REPORT TO FACP. PROVIDE TO MECH CONTRACTOR TO INSTALL IN HVAC (L) SYSTEMS DESIGNED WSING'PERFORMANCE BASED CRITERIA SHALL BE IDENTIFIED AND REFERENCED TO DESIGN GUIDES STANDARDS APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION CONSISTENT WITH STANDARDS ADOPTED BY THE FLORIDA FIRE DUCTWORK. 11. ELEVATOR RECALL SHALL BE PROVIDED BY ELEVATOR CONTOLLER> NOT PART OF p ,► . PREVENTION CODE AND THE FLORIDA BUILDING CODE (2007). MONOTIRING. ` 12. SURGE PROTECTIVE DEVICE - DITEK #DTK120HW _ slo - CODE SUMMARY IS PROVIDED (THIS SHEET). (M) THE SYSTEM DESIGN MUST INDICATE IF THE SYSTEM IS TO PROVIDE A GENERAL EVACUATION SIGNAL OR A ZONED EVACUATION FOR ALL HIGH-RISE BUILDING---QR MULTI-TENANTED FIRE ALARM FLOOR PROPERTIES AS DEFINED IN THE FLORIDA BUILDING CODE (2007). PLAN AND RISER - SYSTEM WILL PROVIDE: NOTIFICATION UPON FLOW SWITCH AC11VAT10N t� .k a ., � !£ �i, �v�VN.�.� � ` . (N) WIRING REQUIREMENTS FOR,UNDERGROUND, WET LOCATIONS, CAMPUS STYLE WIRING, PROTECTION AGAINST DAMAGE AND BURIAL DEPTH SHALL BE SPECIFIED OR INDICATED ON THE DETAIL ENGINEERING DESIGN DOCUMENS, Q Cs{wC�IEiiP�Ed� �fl;1 jg;v1.jit10N iv - - ALL WIRING IS ABOVE GRADE.,OR INTERIOR AND NOT SUBJECT TO DAMAGE. SHEET NAME: (0) REQUIREMENTS FOR OPERATIJNS AND MAINTENANCE PROCEDURES, MANUALS, SYSTEM DOCUMENTATION, AND INSTRUCTION OF OWN ER`S OPERATING,PERSONNEL, AS NEEDED 70 OPERATE THE �Im 3 Z IJ SYSTEMS AS INTENDED OVER TIM'L. ONO EA - OPERATIONS AND MAINTENANCE MANUAL IS REQUIRED BY SPECIFICATIONS �E "�'�C�I`�5�S fu�T',E�y ' ---�-�� _ FA-1 FIRE ALARM FLOOR PLAN AND RISER DETAIL SCALE 1/8"=1'0" cgs° AEL o N e p_ FTA t CW PIPING TO HOT OR COLD WAT R SUPPLY FIXTURES ti!AL ��st3/33 1 !F HORIZONTAL BRAN H IS LESS THAN 20' LONG, 'l 4✓ HYDRO-PNEUMATIC SHOCK INSTALL PER PDI PROVIDE ONE WHA A END OF LINE. ABSORBER JOSAM NO. 75003 STANDARDS AND OR EQUAL VACUUM RELIEF VALVE MANUFACTURER'S IF BRANCH IS GREATER THAN 20' LONG; PROVIDE HOT WATER SUPPLY S-- INSTRUCTIONS. ANOTHER WHA IN MIDDLE, 'EACH SIZED FOR HALF z '� WATER PRESSURE REGULATOR ' LLJ WATTS N0. U56 SET 4 80 AIR PROVIDE A WHA AT THE FIXTURE UNITS. PSI MAX WITH PRESSURE GAUGE ALL QUICK- CLOSING Q z 0 n,c W M ILL o COLD WATER SUPPLY - CHAM- z LL - z BERS n n Z Q _ y � : Qti < L_ r � SHUTOFF VALVE (TYPICAL) --- - Lij VALVES. a - ? o 0 SECURE PIPING TO WALL w C � - Z U-J 0 w -~� INSTALL THERMAL EXPANSION z z o c� Q a = LL_ LL r TANK ON COLD WATER n — <t cn zwz � wL � PRESSURE / SUPPLY.LINE A.S.M.E. APPROVED SINGLE DOUBLE FIXTURE MULTIPLE IXTURES z w U_ � c w w - _ GAUGE z � � � � z Q c.i - � owa � um ` �� c MAIN FULL FL01N BALL VALVE UNION (TYPICAL) 7- TEMPERATURE AND PRESSURE RELIEF FIXTURE UNIT TABULATION r � c � � u, z J c w ! SWC] nW � J � - � J VALVE PDI PIPE FIXTURE 2 w w w , o z — SIZE SIZE UNIT LOAD LU LDL � a w FIXTURE COLD HOT � w U o v w � w LU z RELIEF PIPE--FULL o w a w a LL _ c r z w c — ELECTRICAL GROUNDING CONNECTION WATER „ n - m PER NEC SECTION 250 SIZE TO HUB DRAIN -- w ~ w = o D A 1/2 1-11 VALVE WATER CLOS 10 _ = w z cr SAFETY PAN HEATER � wc� Wcl, v � U � � wwL, GRt4D 2 DEEP , B 3/4 12-32 TANK.WATER CLOS 5 -- ' PIPE SLEEVE TO BE ONE PIPE DRAIN VALVE _ SIZE LARGER THAN PIPE. SEAL �' C i" 33-60 URINAL 5 -_ FINISHED FLOOR ONLY WITH APPROVED CAULKING BASE - ---- D 1-1/4" 61-113 LAVATORY/SINK 1.5 1.5 1" MIN, TO NUB DRAIN E 1-1/2" 114-154 JANITOR'S SINK 3 3 COLD WATER SERVICE TYPE — SLEEVE TO BE PVC SCH. 40 "L" COPPER, SOFT TEMPER _ F 2" 154-330 _ AND SHALL EXTEND 1f2" ELECTRIC NATER HEATER PIPING DETAIL FLOW ABOVE SLAB (TYPICAL). FOR BATTERIES OF FIXTURES, PROVIDE WATER HAMMER ARRE ERS BY SIOUX CHIEF, PRECISION NO SCALE PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0-RING ' y�� CONSTRUCTION, HAVING PDI # WH- 201, ASSE # 1010 AND NSI # A112.26.1M CERTIFICATION. BCNI INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER SIDE DOWN. INSTALL IN LINE cz DOMESTIC WATER SERVICE ENTRANCE WITH WATER FLOW DIRECTION IF POSSIBLE, SIZE THE UNITS S SHOWN ON THE DRAWINGS p AND/OR PER THE TABLES SHOWN ABOVE. PROVIDE ACCESS( 1LITY TO "WHA" WHERE REQUIRED Py i NOT TO SCALE �/ BY LOCALCODE. .; WATER HAMMER ARRE TERS I, NOT TO SCALE ` ;)`r� � „1�a' ! ; ,_ � •.� ®, f 1 2 TRAP PRIM R SUPPLY •r--� ,. `' � PIPE MAY EXTEND / " AS WASTE OR VENT. COLUMN OR DOMESTIC WATER LINE PROVIDE CLEANOUT TEE PARTITION WITH SCREWED COUNTER— AS SHOWN FZOUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE SUNK ABS PLASTIC PLUG: ON FLOOR TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP PLAN. WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET TAPERED-THREAD WITH TFE JOINT COMPOUND.--I _ !MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON WHERE CLEANOUT TEE CLEANOUT TRAP PRIMER VA VE _. (BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. IS CONCEALED IN,A FACE SHALL CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. CHASE OR PARTITION, BE WITHIN PROVIDE A ROUND 18 4" OF WALL DISTRIBUTION UNIr, FOR 1�IEMBRANE CLAMP FLOOR SLAB GAUGE STAINLESS STEEL SURFACE. 5 LINES COVER WITH BEVELED PROVIDE a EDGES AND FLATHEAD EXTENSION - MACHINE SCREW. IF REQUIRED. �1/2" TRAP PRIM R LINE AS REQUIRED FOR SAME SIZE AS SEWER SLEEVE THRU DEPTH OF SEWER UP TO 4" MAXIMUM. SLAB -- -- -- — __ r. _FLO-OR_DRAIN HUB AND SPIGOT --uLONG—SWEEP—ELBOW—AT�---- -- —----- -----� — — — I CAST IRON PIPE END OR TURN OF RUN. CONCRETE HUB AT FLOOR REFER TO PLUMBING FLOOR SLAB BELOW FLOOR. FLOOR FIXTURE SCHEDULE V —� COMBINATION WYE AND SLAB RISER LENGTH FOR FURTHER v- SANITARY OR STORM AS REQUIRED EIGHTH BEND IN RUN. INFORMATION. • SEWER LINE ENTER TOP OF PIPE. LONG SWEEP AT END OF LINE DIRECTION OR COMBINATION WYE AND �— OF FLOW EIGHTH BEND 1N DIRECTION N RUN OF LINE. M LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF FLOW OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE 'BACKFILL PER ARCHITECTURAL SPECIFICATIONS. PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY o (LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: V CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. CLOCATE ONSULT ABOVE FIXTURE IXTUES FOR OTHER WWITHIN HINR4' OF REQUIREMENTS. , W i FLOOR CLEAN OUT: WALL CLEAN OUT: G M NOT TO SCALE NOT TO SCALE TRAP SEAL PRIMER ETAIL: N NOT TO SCALE —DRAIN LINE, EXTEND FLASHING AND COUNTER— MINIMUM 12" ABOVE ROOF FLASHING OF VTR IS BY NORMALLY. EXTEND TO REVISIONS EL HUD-DRAIN IN ROOFING CONTRACTOR. HEIGHT OF PARAPET WHEN Lavatory Diagram ELEVATOR MACH. RM. PLUMBING CONTRACTOR WITHIN 10' OF PARAPET. TO COORDINATE INSTALL Faucet Flow MTL.ROOF 0 Control HIGH WATER ALARM DEVICE BOTTOM OF ELEV. PIT -'--GATE VALVE (� �� ROOF DECK TO ALARM BELL CHECK VALVE CORE DRILL ROOF OR A CHOR PIPE TO ROOF (BY ELECT:} --UNION PROVIDE SLEEVE IF D CK WITH U—BOLT AROUND Hot Outlet Cold Outlet • ,..•' ' REQUIRED BY TYPE OF PI E AND ANGLE IRON .,:.•; :..,_ ROOF DECK. PROVIDE , W LDED OR SCREWED TO Inline Flow Control 3/8" Copper r FIRE STOP SEAL BETWEEN R OF DECK OR JOIST.: Tubing CONDUIT (BY ELECT.) PIPE AND SLEEVE OR DECK — M IMUM 12" BELOW ROOF `— Mounting Flanges (4) Instant --Flow Heater ALARM POINT 18' PROVIDE PIPE INCREASER 1/2" Three Way � ; u - d IF/WHERE CODE REQUIRES A 0)BLESSPIPE RION PIPE.CONNECTORS Hot Angle Stop Valve �' F MINIMUM 3" VENT THRU ROOF a Cold _ Cold inlet Main J-Box . :. .• �^ —� ELEVATOR -: PROJECT NUMBER Compression Fittings (2} . . (Recess in SUMP PUMP REFER TO PLANS FOR VTR PIPE SIZES AND LOCATION LOCATE.VCR Wall if --I6 18" 6"I---4 MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL onutedOR THREE FEET VERTICAL ABOVE ANY BUILDING OPEN( G OR FRESH 2 0 1 43 6 Drywall) AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR SUMP MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUI MENT CURB, ETC. DATE INSTANTANEOUS WATER HEATER DETAIL SUM(- PUMP AT ELEVATOR DETAIL OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. {I NOT TO SCALE �"t 5-6-15 j NOT TO SALE VENT THRU ROOF (VTR): NOT TO SCALE SHEET NUMBER Florida Certificate of Authorization #27649 MARSHALL & BOLLWERK ENGINEERING, INC. P40 950 North Point Pkwy, Suite 375 <`a Alpharetta, Ga. 30005 p: (678) 795-0333, f: [678) 795-0063 e: mbe@mbeinc.net