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Hickory Lane 1912 (2) C/L2 � sr � • LOT 11 R0 YAL PALMS UNIT WO A Y AT R 0 0 K 31, PAG S 1 THR ID P.O.B. PARCEL Z LOT 10 9 C: P,O.B, EXCEPTION LOT LOT e LOT 7 LOT 6 LUT 5 FOUND 112.'1 P. i O T 4 L-9.6755 4.01' 4 o�y S B5'JTZ7• E �--� NORT1iEAST FOUND 1/2"LP, LOT 3 �J S! .364.93' — ��--� NO CAP, 2.88' 25,00' S 85 31'2 E 157,15' p C NORTHWE5T EASEMENT FOR QRA1NA(,E UTILITIES AS PER O.R.V. 2509 PAGE 568 SE7 NAIL 6c S 85'37' ( )O 27" E 145.00`DEED Fou ND 1/2'LP. -�-�- S 85'52'4$ E 145.02'COMPUTED No CAP. `� ----� DISK IN TOP OF WAIL 10 ?;8 EMAP SHOWING BD UN.DJ�f Y SURVEY OFFit e N PARCEL 1: C cm) �- �3s.3o� 1 o A PART OF THE CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, 113 THE �� -- o N LINE CITY OF ATLANTIC BEACH, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: n Cf 5.56' - -- ='' ` CA __ COMMENCING AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF SAILFISH DRIVE A 60 FOOT o 48.20' RIGHT OF WAY WITH THE NORTH LINE OF ATLANTIC BOULEVARD A 100 FOOT RIGHT OF WAY; THENCE 0 SOUTH 89 DEGREES 13 MINUTES 58 SECONDS WEST AND ALONG SAID NORTH RIGHT OF WAY OF a ATLANTIC BOULEVARD, 275.09 FEET TO T}iE POINT OF BEGINING; THENCE CONTINUE SOUTH 89 DEGREES i. u 13 MINUTES 58 SECONDS WEST ALONG SAID RIGHT OF WAY LINE 154.61 FEET- THENCE NORTH 0 DEGREES u� _3 41 MINUTES 22 SECONDS WEST, 160.0 FEET; THENCE NORTH 2 DEGREES 52 MINUTES 05 SECONDS WEST �{ CO 250 FEET; 1HENCE NORTH 1 DEGREES 05 MINUTES 30 SECONDS WEST 238.08 FEET TO A POINT IN TT1E SOUTH LINE OF ROYAL PALMS UNIT TWO A, PLAT BOOK 31, PAGES 1, la, 18, 1C AND 1D; THENCE C� P A R E L\ 2 SOUTH 85 DEGREES 37 MINUTES 27 SECONDS EAST AND ALONG SAID SOUTH LINE OF ROYAL PALMS N U4 A _ {; UNIT 2A, 145 FEEET; THENCE SOUTH 1 DEGREE 05 MINUTES 30 SECONDS EAST 484.55 FEET; THENCE T I Q co STUCCO BUILDING X C JJ c) N SOUTH 7 DEGREES 16 MINUTES 02 SECONDS EAST, 153.35 FEET TO THE POINT OF BEGINNING. ALL \ O'? yo �.; LYING AND BEING SITUATE IN DUVAL COUNTY, FLORIDA. �y ra o D° cn cn �. 0 0 PARCEL 2: -1 o A PART OF THE CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL Ln Cn COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOL-LOWS: TIJR aid FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF LOT 11, BLOCK 16, ROYAL 4- n 2 5.46 r''''' PALMS UNIT TWO A, AS RECORDED IN PLAT BOOK 31, PAGES 1, 1A, 1B, 1C AND 1D, OF THE CURRENT P a R C 11s.0o' PUBLIC RECORDS OF SAID COUNTY, THENCE RUN SOUTH 85 DEGREES 37 MINUTES 27 SECONDS EAST Q r - ALONG THE SOUTHERLY LINE OF SAID BLOCK 16, A DISTANCE OF 522.08 FEET; THENCE RUN SOUTH °+ ��'�;G 1 DEGREES 05 MINUTES 30 SECONDS EAST ALONG THE WESTERLY LINE OF TI1E LANDS DESCRIBED IN n OFFICIAL RECORDS VOLUME 2422, PAGE 881, OF SAID PUBLIC RECORDS, A DISTANCE OF 240.57 FEET TO AN ANGLE POINT IN SAID LINE- THENCE RUN SOUTH 2 DEGREES 52 MINUTES 05 SECONDS EAST, CONTINUING ALONG SAID WESTERLY LINE, A DISTANCE OF 184.96 FEET; THENCE RUN SOUTH 89 a o ON LINE DEGREES 13 MINUTES 58 SECONDS WEST, ALONG THE NORTHERLY LINE OF THE LANDS DESCRIBED IN \\ �' OFFICIAL RECORDS VOLUME 3148, PAGE 100 OF SAID PUBLIC RECORDS, A DISTANCE OF 185,17 FEET TO THE EASTERLY RIGHT OF WAY LINE OF ROYAL PALMS DRIVE AS ESTABLISHED AS A 60 FOOT RIGHT OF WAY BY OFFICIAL RECORDS VOLUME 1819, PAGE 52, OF SAID PUBLIC RECORDS, SAID RIGHT OF WAY - _ LINE BEING A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 173.55 FEET; THENCE RUN t ALONG THF ARC OF SAID CURVE A CHORD BEARING OF NORTH 40 DEGREES 06 MINUTES 23 SECONDS --- �� WEST AND A CHORD DISTANCE OF 103,86 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE NORTH 57 DEGREES 31 MINUTES 02 SECONDS WEST FOUND 1/2'I.P. N ► ��. A DISTANCE OF 87.05 FEET TO THE POINT OF CURVE OF CURVE CONCAVE TO THE NORTHEAST, HAVING A NO CAP, P QU7 RADIUS OF 455 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE A CHORD BEARING of NORTH 32 v`� 025205".W �` TANGENCY OF DEGREES 23 ISAIDECUk�1:S 29 ET}IEpCE�CONTINUE ALONGRDSAI[71SEAr�>Efzl r kIGHT7GFE1 AT LIt�EET TO �NOR ItT1' OF 184,96'(p / r DEGREES 16 MINUTES 02 SECONDS WEST, A DISTANCE OF 15.25 FEET TO THE POINT OF BEGINNING. FUUtJD NAIL do �`C� ;'. CASK 1_13 6755 LESS AND EXCEPT 3.37'NORTHWES CURB. N os. A PART OF THE CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, IN THE 0 DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: 0 1V 02'4$'03" W BLOCK 16, ROYAL PALMS UNIT TWO A. AS RECORDED W 24g5D.o0UFED COMMENCE AT THE SOUTHWEST CORNER OF LOT 11, SET NAIL do. DISK - 4gCOti1pU7FD - - IN PLAT BOOK 31, PAGES 1, 1A, 1B, 1C AND 1D, OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE RUN SOUTH 85 DEGREES 37 MINUTES 27 SECONDS EAST ALONG THE SOUTHERLY LINE OF SAID 4 3 BLOCK 16, A DISTANCE OF 364.93 FEET TO A POINT ON SAID LINE; THENCE SOUTH 04 DEGREES 17 MINUTES 07 SECONDS WEST, A DISTANCE OF 385,17 FEET; 11ENCE SOUTH 05 DEGREES 48 MINUTES ARE Ai> D FGUtID NAIL do __-- —. _:_-. �i 40 SECONDS WEST ALONG A LINE TO ITS INTERSECTION WITH THE NORTHEASTERLY RIGHT OF WAY LINE DISK L.B,6755 I L REARINO(Av N 211.2ra""RIOYAL PAL10A MA NQ.p FQIJ 3 se'NORTIiWEST "� OF ROYAL PALMS DRIVE (A 60 FOOT RIGHT OF WAY AS ESTABLISHED BY OFFICIAL RECORDS VOLUME CQMM ET'ED 7/27l200k SET NAIL A - 6,00'x 7 UO' _ 1819 PAGE 5 OF SAID PUBLIC RECORDS) (STANCE OF 5.00 FEET, P LYING ON A CURVE s A 2 B R COR A D 2 E T, SAID POINT-- WOOD BuILDItJG r 55^ W ��_. � � �N SAID CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 173.55 FEET; THENCE NORTH �W�c DISK O - 1J 28 UO'(6)(C) - �' WESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE OF o - 11 34'23" 35' g gg 13'Sg" W 185.17 D C TZT ` 0s5.s0 ROYAL PALMS DRIVE, AN ARC DISTANCE OF 70,42 FEET, SAID ARC BEING SUBTENDED BY A CHORD ?' R - 173,55' FOUND NAIL & SET NAIL f BEARING OF NORTH 45 DEGREES 53 MINUTES 37 SECONDS WEST AND A CHORD DISTANCE OF 69.93 FEET; DISK L 8.6755 DISK , L 35.05 DISK OR6755 T S 02.52.05• TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 57 DEGREES 31 MINUTES 02 SECONDS 0 6504' �� N 00'41'2• W � r!. WEST CONTINUING ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 87.05 FEET TO 65,Ua. THE POINT OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 455,00 FEET; THENCE 0. V. 3148 PAGE' 1Q0 NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND CONTINUING ALONG SAID NORTHEASTERLY RIGHT r� GRAPHIC i o.R,v. 8324 PAGE Soi OF WAY LINE, AN ARC DISTANCE OF 399,04 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING GRAPHIC SCALL, NORTH 32 DEGREES 23 MINUTES 29 SECONDS WEST, A CHORD DISTANCE OF 386.37 FEET TO THE POINT 50 0 25 so 100 200 a f� OF TANGENCY OF SAID CURVE, THENCE NORTH 07 DEGREES 16 MINUIES 02 SECONDS WEST, CONTINUING - --- - --- -- SET, -- SET. ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE A DISTANCE OF 15.25 FEET TO THE POINT OF j r BEGINNING. ( IN FEET ) O')U1 U1 1 inch = 50 ft. -- - - 1 i ► �, 6855-7 WILSON BOULEVARD, JACKSONVILLE, FLORIDA. SYMBOLS; p� P$.R p Cs l V 1 \ 1J 1 lam. 1 \ —x -CHAIN LINK d U N N ►+ti I 32210-P.0. BOX 6957, JACKSONVILLE, FLORIDA 32236-695'7 FENCE V PHONE (904)--772-0702 FAX, (904)-772-9006 —� -WooD FENCE G� �' rlrn —w-- LAKE FENCE I HEREBY CERTIFY TO , SUITn*m cwmAi-INcJ0.UR.PRGPERTIEN3,ur AAWYERB TITLE INSURANCE CORPORATI -E—ELECTRIC LINE � �, UTILITY POLE THIS SURV7 Y MEETSTHE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LANA SURVEYORS IN ® �� �� p en Ln 1 CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. C) — -- _ — W ASPHALT Q0 �C+1 b FEMA FLOOD INSURANCE RATE' INFORMATION PERTAINING TO LANDS SHOWN HEREON; OVERHEAD m� _ c7c�'n ZONE_x --PANEL 120075-000 DATE 4117/ 9 aI�VA� COUNTY, FLORIDA. T� CONCRETE p rn P,O.C.-POINT OF COMMENCEMENT R.L.S.-REGISTERED LAND SURVEYOR N-NORTH S-SOUTH E-EAST W-NEST _ C� gip ' P.O.B,-POINT OF BEGINNING PROP.-PROPOSEp CA-CENTER UNE EX.-EXCEPTION TYP.-TYPICAL P.C.-POINT OF CURVATURE L.B.-LICENSE BUSINESS F.F.-FINISH FLOOR EL. ELEVATION P.S.M.-PROFESSIONAL SURVEYOR/MAPPER p. P.T.-POINT OF TANGENT O.R.V.-OFFICIAL RECORDS VOLUME BLK.-BLOCK FND.-FOUND J.E.A.-JAGKSONVILIE ELECTRIC AUTHORITY . P.R.C,-POINT OF REVERSE CURVATURE O.R.B.-OFFICIAL RECORDS 800K I.P.-IRON PIPE RI3 REBAR P.R.M.-PERMANENT REFERENCE MONUMENT P.C,C,-POINT OF COMPOUND CURVATURE O.B.-DEEO BOOK PG.-PAGE CONC.-CONCRETE A/C-AIR CONDITIONER BLVD.-BOULEVARD LA.-LANE - - P.OB, PARCEL 1 P.O.C. PARCEL 1 P.i.-POINT IF INTERSECTION P.B. PLAT BOOK M.B.-MAP BOOK ESMT.-EASEMENT ELEC.-ELECTRIC RD.-ROAD No.-NUMBER SEC.-SECTION FUUNO 2'PIPE 1, S 89.1350" W 275.09�DEED �- P.C.P.-PERMANENT CONTROL POINT CO.-COUNTY FL.-FLORIDA B.R.L-BUILDING RESTRICTION UNE TWY TOWNSHIP RNG.-RANGE P 0 CAP. P,R.P.-PERMANENT REFERENCE POINT AVE.-AVENUE ST.-STREET F.Z.B.L.-FLOOD ZONE BOUNDARY LINE P.L.S-PROFESSIONAL LAND SURVEYOR R/WRIGHT-OF-WAY CT.-COURT C.B.D.-CHORD BEARING AND DISTANCEAPPROX.- APPROXIMATE EXIST.-EXISTING s S A9°26'G4"'N' 154.41' COMPUTED FOUND X-CUT. L-ARC LENGTH R-RADIUS COMP.-COMPUTED RAD.-RADIAL A.K.A.-ALSO KNOWN AS N/F-NOW OR FORMERLY S 89.26'04'" 154.61'DEED 4 -DELTA ANGLE T-TANGENT_ P-PLAT C-COMP. O-GEED N.G.V.D.-NATIONAL GEODETIC VERTICAL DATUM _ JURISDICTIONAL WETLANDS WERE NOT LOCATED THIS SURVEY. E7 DENOTES CONCRETE MONUMENT - pZi IGNED �S "�Z_Ql� ,.� ^ r/' 1 r EASEMENTS OF RECORD WERE NOT PROVIDED FUR THIS SURVEY. 0 DENOTES IROry PIPE A 1 TAMIL (100 ,1 L/ >��) BOULEVARD THIS SURVEY DOES NOT DETERMINE OWNERSHIP. SET-DENOTES SET 5/8'x 18' r�_ THIS SURVEY NOT VALID WITHOUT EMBOSSED SEAL REBAR LB-6085 D. DIXON-P.S.M 4482 5" 101111117 .......... �x �t, OR f 111111w P .am 4A i 7 f �WTIMM"I.K4, OCAM.", AJ AFO Awl jp "s ilk 4,041 Y� 4, k�,4,1 Win 01 AM le�, R An M VO�� � KMAY, .40 , N*T A i Ila, Ft 701K, CT 4 P22* A�LO!46. A(W L) W 160 .00'feeTs TH0,40'NORTH F TV e., 96 FIMT, PC>l IN 11W OF Ot A 'n %wH 06 PAL 5'' Ile 011#061% Z�T,'w EOT, 3, r FAS UNT-TkV-.-!Vt .00 FWT) T 22 I A�'-1 E-2 4 "O�L C -THE, asimkr M) le, o CIE KWCr,�ij1je"$e5,.#4., A"MRATIONA1.1WK OF FLC*JPA ,7 T1r.OR 11 KENT, RICOP,t 6 -------77 .4" -4 Fsp s .J 1 01- 23 AS 4�451 1AF+110,$OALE 04f j OF ALE , t: I to I J, 7 A j" A A 4 q"pg M40F. *01 Al % il�O life If, A, 7. F. 7 T 154.4 .4, A! A Ir v -14- X, ct 41 jx v T. -4 "le 46 V, 04 10 s r V J 0 7, 0 vp C LWA A 1550 I_Mt IT 7W 74 r 4pX -, �'J"�. . , 4 1 . I I '), ,�4;1 , . ., ''-% 11; - .1 .1. 1, I T, I j, 11:;?A sT A 'A� 0 SAW, aj. ,7 40 0 pie t, N. OFOO, EF15YARCH A, AN V* XV �015 Z, t ., : % '' �4' - P PIX co-1�1qeTt,Liao 0 y WA': A04 V'Re'rg p OMIR PLOe N 4 A ELX&TR14A� CON wx A OA, &Lff AWM I$ i �r4_ a:At u r_r AtCORVO VOLUIV e P4. POINt QP'i�WYAIIO 441*14a PONT.OF T",nwrj- WARIO. p 'k; J_ VATMM VP*J4t> i�V*Ar,MS JP�L' 14� OR POLE j ea Yi0ov Pc* W 4 Ag t m.,E 1v ,fS- C�&"r Tcb Wp tow ct� i�s andlOng Buildi,n.g > i AV I FJO Oj g 1111 AS MIW�'!56M�t?V6550* eP6T,, 06-fig WkVt IN SM,ON' AN EAOIIE�R4 LIM OP L.N4 A V 2). %s*)Xr1,T,P LXOAL rX FW"�R-TY Fiv 0 9 0r. 'r*­_6-vr� 12 1" TC ,�r -64�60 ,VATEV CAN A '4"� Wlii-MM V., Ow 466. AW�RP.A&,MPEV IN,,Cf f4e4t f IC pF 4:;W4TY YT LOCAJED UY TIJ 4k A V� 3 L NY& EM 6p 195n 4i 4p 4 Fop R Nip '.I - im , ,,", -0, 0(4 -T- _77� :Ji-14� MWE _.J)�!`1, paw 41, TI FIF T/711 T N, 0 ,�7 A �h 1, 1 2 3 5 fi F = �- N4 T C L 8 9 10 11 12 :z. MrVICI-1 LIfaC ' STANDARD HANGERS �_ (Circle hanger(s) to be used) A 10h - l E lx� i T% ' ''% P/ �O `` __ i./ � _N . L_' Zy _ +3 (L9 ' FASTENER 1w - r U-HOOK - _S 1 , 'i r L - J 1i-t ' (�I 'I A _ I yr 1 i - 1r� " 1 l 1 ' 1 � - _a Vii'' i Z- a,ii -4 Z-q.,-, .,-µ :. i 2W +*, IN6PLAT£ _,--i V I r���3{ ({ - -Z- { I tl0NAL) - % _] b Q!"�,5. - �) [ f ROD �SCREW y� W _N 7-1{jGLca 1 1. i �_.1 ' ` X112- 12 1k ` l � ! +nPERING 1 r_ `N I ' - } ��{IJ 5 M �Ic.f + 61 57!�1 I :11714 F 6 1 I ` ' 3 I I/, --- "ZI . . . .. I :off - c r6�1 11% 3C FASTENER _T {PDDERSTUM z , ? - _ I 11 - _ 1 T � r` rt � 7 ROD COUPLING - Il - _ l - _ �� 5LOOIL PC� !�f S!!I-F L (� -� - - � -3�of`,6/7 f<'}(J1 J ! T r0 "Ci ,--,_� - +-ALLTRPLIN _ _ _- _ . /\/��N ADD a - - - 7, _ / �1 i --PIPE RING IL✓ -�� V - - 4 TIAUITIZE 4• TN -Ll:J T, � �1i1.tT �c � Z TN T�z�. - �' -�Z - - [o 03 '� `r B B V - r " " �\ �\5 � `'� 2` '' 13AnJa15A SI-&O L_CaNCREiE �j ` _ kF _ - - 4C ANCHOR tt/J e1- D CCla I Z13 II`�CL �RODCOUP LING 3 1 G.. ^ �17 : �7 - - �81 � _ +'��'�'� t `-1 - - : - O 9>_6 V�7 1 "V x 1 1 } I 1" J. FV F -ALL-THREAD IJ t Ta Rao - I . 1.4 1-7- _ _ {L 12. _ 2N ''�- I Z- 1 q- - - _ � - 1-- ' � - I�';}C�,' ►�� i - 1} - - � {\ - � 14 , �PIPfRING - _. - �3-ro 1 [D \ 1-Ici l ' �- - 13-10 1 to . ,3 -7-3 ` 13_ to - 13- to - - _---�`��- - .- _ - - �N _ _ _ _ ;... _ I• -, u�� 3- 3" : t - % 1�C0G M - ---- - --- , - . 1 _ N �,�- � � ��� I X ,5 �Ia� G- O � G o " � _ r-i- N � I L?ILDI' i T 'V ` �fASTENER r - - I �I - --' J - - - - - - - '1 - I . . . .. I - -� -: - . .. - : 'n I - r . _ '----A f AM - - s 5W s icuri T .. _. . _. __ :. , ALL-iHRFAD - - - - - - _ 'TIRE 11zL J5 Ti Exvtz>_ ` � , TNEA-TW �-7 �'kftk�RE - . 0- PIPE RING i .. ,-s. - - - _ _ - C �FASTENER U1 �1 .t' sw s �) l7� l.0 ' t b - l� �Jt P}Zb��L�3 © ��f > LL= 'F_ c f ���1 © Sir tE I _ a J10�1' .gat f 8t '1 1 =", 1 f `� . �-SHQRT STRAP \ -llk. ... - .. _ - . -k � __ SPRING LDADfD - - \` _ _ .,. - - .. - -. - - -- - - _ - - - - - ' IV- TOGGLE `/ - - d - .ilii// � - - �... _ l 3 T r E:lr [FILING PLATE � - - - :. .. I �O4-' � . - .. .I -B � If ' g�� I �I }I- �11 ���IL1 LUI`Q IDPTIaNAu 1� Y 5 Z.'S,1A-T1L�i 11 1 f-AEL-THREAII // I I -- -y' - 1 - �� '-r - - - - - 4 Z- rR E__,I L - ROO 2 L.o - i it 7 -_ O . 2 I - v _ `_ 'tet �- �' ,_- , n 1 U l E.l]W f G i Z}Cpl, J 1 R_ Tt rz1s5► Thad-ST - - -nPERING _ � a �.DLlC - LLDCK ��i 0 �[,. ) I - - - - � . ._ , It.= [r• ,%.tc - F12t- Cc,rLaI :o C` r- I. TNi<�1TIZ� � Q�FILt; SiDKftC�k AC. RCl©k'4 '� NEX NUT - ilt) t(1 r`V 1 I : - - - - f _ - - - - - - - . Z S 'D C L& CCD5�_,� - � _ - - � .. - -��.-�fIAT MASHER. '•i Cfh I l �- '. y� I -�I V �i�L - - 8 Z. - -•O i�Tl Z. �-C - - - - - -I11 i _ - 11- 11D i1. ..�� __� - 13--4 ; 13- + .- i3- 4' 13- �. 3_ ,�, _� fl }-}0r-_ (5i i -`. .r f4 DALL TNREAD I ,. - - - _ .- ..- {}� - I � - �4�'V { - _ - ROB e7 ,5 n g i L^ a ` T ` TU 1ltL 1 hl=}�;. f S t�a F1riZl: , ii k T . 1` 5-� S-L ` - - ?- 9` E - _ - - �--PIPEAING �' 25-CGLL ZF5 G Ci.4 ,Z. - O CL b _ - �] _ ,� t t , - x t (i- f N u _ _ . i I . ..I _ _ - _ 1-N a . . - _ _ - .. --- - _. �._ . I - W m >; - _ f:.. TOP SEAM �A 1-i�I-�o M _ � - .. .`07� S M ! �Iq _ _ �) I �F� . - _ � - _ 0 - fU . _ - - f_ l f/ - - CCLAMP I - z. - _ - - _ . .__.«..-.._. . ALL-TNREA6 : - _ -_ - - _ - - - -- - 11 p� ' ROD Q - .. _."_-...._.. .. - :- -i�- _ 1�- ---- ��.- i�.•, l] _ .._ - r 13 . ... ✓- - i - �. !I'- 1 ` ' 9S 2ZX, _ F ` 3 - . - _ - - - . . L7 I Z_l O tIL 'F wa t - _ -- _ r _ _ . . __ - - - _ _ _ _ - - _ __ . _ _ ._. _ _ _ -- - - - _ �. z - _ - ,,� - - . . M_ l!1 -_�G L. .. 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" % - y_ "ZAX ZZti_ La - - - ^GL-,-fix '� . - 'H E IIT-(c I-:I= / $ ) - _ - �" lAl P_" - •`1°I.. _ " ..:; _ - - E .; - „ms's.'- :,, L-, rN . , L4 k] C C 6 �� - _y _Owl.Tp I - { ,Y 1. # - �� '. i - - \_ rl r - t I ) t 1- 'rr . 1: - . . 08 CC' - O 2 5 Co G. - 0 I ZG - i - 7 5,- (La - � ) S � - , I 1 ' Qj �_. Y ti C� : _ C .w� w.+ NO. DATE BY REVISIONS SEE FLAGGED AREA ON PLAN . _ - - -- - _ E ' /f L CONTRACT NA E' SCALE- } (2lT f ' 131 - Ca I % 1L.1� _11 ��� �I C - !� DRAWN BY: . I I . .. . . I . k . - . -CcL� {S�t- ! r ? S1 l�TL[�?1TlLL'�L�fl �.� , �I(�1�11L�03� r - xtt � CONTRACT RESPONSIBILITIES COORDINATION RECORD - - - SPRINKLERS - IMPORTANT ..._ • _ SYMBOLS . - i _ AB8REVL.7lONS SYSTEM TYPE : CHECKED BY. MATERIAL REOUfRED _ 5 CONTRAcCrwiTH' L �� F � � _ --- . . - - - TYPE ORIF. `TEMP: FfNlSH = `CANOPY SYMB: QTY. F' -' -" - . -- --=- ' ] _ . _ .- . _ ITEM- G.F.P•S. QTHERS CONTR. NAME REF. DWG. REV.IDATE - NAME TELEPHONE �- H1ldraullc Raferonca Pant -0o-Gate Valva-N.R S iGVf - - 11i' Fire Dept.Corin.SSidewelkl#FDC}_ - -BOB �I ,t - DESCRIPTION: �) NtZ� 1 1 lDl1� :�-1� °In focalities subject io-freezing conditions, it is the owner's responsit F]] / �,1 n �g _ 0001 , STREET WATER CONNECTION PIPING DIAMETER FEET- PIECE5 - t7L/1t_ .0 fA?' LiM Designation -OS Y Gab Valve IDS d►YI �_.Post Indicator Valve IPIVI BOD. 8ottam :f Deck - / - �. . .bility to provide heat throughout.wet pipe sprinkler systems areas and f Dock - .Ia' of Pipe Below Bottom o Q Flow Switch(FS) r Fin Hydrant f3 Way} BOP Bottom'?t Pipe �DRlR a PREACTiON❑ DESIGN DATA L +QTE . INTERIOR r ( ,-T SYSTEM D _..1 I . G r _ „-. - ;ln enclosures for:d[Y pipe deluge artd Other types of valves controlling UNDERGROUND WATER MAINS : P AR A -- r-- 5T1 D SYSTEM AREA THESE LANSPREP ED 7: - . - - n Designation' Butterfly C R!-` 12' �'L of Pipe Above Ref.Plane' 0' Monitor Switch Thru=t Bicek DO Ditto • water supplies-to sprinkIersystems.: EXCAVATION 1, N Nipple a Id H HAZARD . I 5 � Z I G� _ - rfl Vaiw �- .Kay Gat sectiarlai Valve CLA.a .A Mal Deal •on HYDRAULIC c ,. i V ve Cap rf f. : PR u ;Th15 drawing. and the information and design application herein BACKFILL -- Earthquake. Way. Alarm Vaiw fALV1 with Roadway Box CNot PH DENSITY GPMISQ fT. Sa FTJHD. .. L r f Hanger: 1.41 Electric Bell . eft Fire Hose AssaimWV [tea natal . NTS Not to 5 aie�� ID HOSE Fire Protection Systems Com: _ . - ❑ f5 TION. sa r. _ APPROVALS contained is the property a# Grinnell 1 e Y WIRING .. ON DESIGN DATA: tt r Pr pe Y ALLOWANCES: GPM. 1 ! _ _ .. -.. __. -_ _ - - _- _. -.. - - _- __ _ _ _ _ _ _ _ _ _ _ _ _ _--- ._- ._ __�#� Union-- -- -•- _ -. _. lj�a Water Motor Gong.lWlNG1_�____ - -� lnsPectort_TesL__ ._._�.__ -- - ��?ha. Jr�.ts ' - -- - oUT,. -- ---IN- EhIG[NEERING DEPARTMENT ._._ .. ._ _ .pgny: inc.- and/or-Its-subsidiaries and is loaned upon the-express PAINTING __ ._. ___---- -- - -- . I Valve d1Rl - �� AREA OF APPLICA f .-. t - I conditions that the same be returned to GFPS upon request; all --; Scrowed Cap -oC Wafer Check valva -'a- Grooved Coupling IGC PRY Procure Zed_Val TOTAL SYSTEM . UNDERGROUND RM Raaf hta't�faid OUT IN, REQUIREMENTS: GPM.AT PSI.AT D AWING NO. . Gfooved Cap �- Svring Check Valve �- Flanged Connection- . information herein contained shall be treated as secret and confidential; System Riser - G1aba Valve - - FM_ _. _ _ TOB.- t Ee ❑ _ d�ic r _ � •- . .. _ ._ - _ _ ._. . .._ � �_ ;• Ssrowed Plus - SYs Top o arts �� � WATER SUPPLY INFORMATION STATIC PRESSURE' PSI. �0:� •'.�' ria reproduction;of this drawing any part thereof shall be made ,n _ _. -_ _ _ . _ ou - . _ N E - . -. _. .. - - _ pe r EC T EO C S Eimtion Change Pi Fire Dept Conn (Standard)(FOCI Angle Vale TOP Top ai..pe• T l X U lV OFFICE RESIDUAL PRESSURE PSF WITH• GRTuI FLOWING CONTRACT NO"' o , _ -TOS. Top of Steil- ❑- PROVIDENCE,Ft . ._ without the written consent of GFPS. NO.OF DROPS - loot dlru floor/ Fin Dept Conn.fFiuBh)ifDC1 Dry Pipe Valva UON_: Unless%;Ierr+rise Noted OUT IN TEST a - . . - - - - - - - - - - - - - - - - TOTAL THIS SIiE::T - - - - - - - - - - - - - - TAKEN AT BY• - DATE" - --- . - . . J; - - _ - _ . _ 3 4- - - __ _ _ _' - --' - f _ L 5 G- ?.. 8- 9 10 _ 1� 1 2 - . - - - ' % ,_T....... ,-_- L _.__._ - .. - 1 - - - - . . _ . _- - - - "