2529 Guava Drive - Driveway - Parking preliminary planZ4 1 L-c� 3 �
CONTRACTOR NOTES:
1. W YTATHSHrvTS ARE AFTCLTED By mNwTHDNS% ALREADY ESTABUf9® M WHDS TENS ARE
TO RE nTTED INTO CONSTRUCTED OONOTHONS, IT Sb BE TL CaNRACT."SPQ®DFR ORS RTO
YOUSY ALL SUASf DAIU6D16 AT THE SITE AM ACTUAL JOB pN06OH5 SHALLLHWE rS:
OVEN vA'r ARID TGUIQ DftwN IOT6 ON THE DRAWNILS
2- TAF IDC,T100a Or ALL DOSRIG AADCNO M ►BRIG. SNUC'T1.RLS AM UT"rFS HAVE 2M
I' FROM COUNTY AHD OR CM RECORDS AID FELD DATA- THE LOCATIONS ARE S H
NITHIOIT "FOQS CC NPU D EPl6DR.AMN, ASSXNUJNCE OR GUAAANTCE THAT EHEY ARE
�M CORRFLZ OR THYT THEY REPRESENT A YRUE M IURE OF V OE7OlYfM9 P TO RE
ORb1ANfEEO_
S. THE OWrUC'TOR SMALL YMW ALL MMMOHS. OUAMMES AND ORARS 91OWN ON THE
DLLNROS CI OTER DATA 2FCCT4D IRON THE EJ AM SHALL RUIEY EMG"QX . IN
tNUTNC of ALL E ROLL OUMN)1 , COAMLACTS AHD DMCREPMNCJL F'OUD I41)"C FABLRE TO
DNSCOVENL ON CORRLT EXPORS, O&-C=NM COIFLCTS OR 06CIEPANC= SHALL NOT RFLEK THC
CONTRACTOR OF FULL IFSRONSOUTT FOR U6ATtWACIDRf WOM FAU.YY CONSTRICTION OR
NOROPG OPERATION R[ST;IMO TIUI4RON TOR FNDN RETTFYNC SUCH COMT1016 AT HS OWH
EIrOOE
•. 4 LAND CLEMINC PFI NBT Am nELD R6pEclum NAY E REOU' ED rRRM TO CUEAeAc TT 6
THE CONTIIACTORS XC"tSRBRY ro MANI ALL RIOURED STAY AND rIDC4L FERWTS aEFORE
LAND CUEAR r
5. R WRL BE THE ACS'ONS OLM OF THE CONTRACTOR TO ENSURE THAT AIL ROOMED FONTS ARE
ONTAN D AND N-IAHO RVGIlE REON-C ANY C0kSrR MOV-
E_ THE CONTRACTOR SHALL BE ESPONSM E FOR FEW VEnrmF THE ETU-VATONS OF 06TN;
UTLnXS FROR ro CONY OLCTOK AND rOR MOTET7D THE VARIOUS UTORY COfR ro MANE
THE NET33LRY FRCra016 FOR ANY RELMATIONN, T6EVLNA[Y DaftA ION of SERYKX AND/
CLA 111ONI OF O016TEcnow AMW ES REGAROW THE SAM VrK". THE CONTRACTOR STALL
E IX= CAUTION TBEH CROSIV= ANY UNDERGROUND unary. W xmm SHOW ON TILE FLAMM
OR rELD LOCATED. ALL UTEJT6 WHNCH VTONTRE RTH THE PROPOSED CONNStSucrom SHALL RE
RELOCATED BY THE BIIFECTIYL COYFANQ AD THE CONTRACTOR SELL OPO"ATE R THEU
"MC.REUXATON OFLRATHONS ANY DELAY OR INCORMSEGS DUE TO THE VARDUS UTLMCS
WALL LE NATAL TO THE CNTRACT AND M ErM& CON'06ATION WkL PC ALLOWED.
7- THE CONTRACTOR SNAIL BE H2101®(L FOE 19iTRC ALL RCSFEMOH CRM NA AND SCHE .LS.
AD UDR SD THE SAN) Y@ECTOIC
t THE C NACTDK SHALL NOT DMTURZ ANY YATLLL, ERUCTARE OR PART OF A STRUCTURE WNW,
6 LOCATED OUISOC IHE-- LNES, =ADM OR CMOFC LA2T016 EST, FOR TiQ PRDYLT
CYGEPr "MOVE SUCH DOAVATON OR NOWYAL 6 FROMM FOR N THE CU RA.T. PTYF
STEO TONS OR DWELTED RY THE OWNER_
E THE CpHRACTOR SNARL FtWmW, ERECT AD MANTAN ALL &—=A^M WADURG 946 Ao
MAR"= rM N47ARDS AS NETESSARr TO PROTECT OTHERS A OR NEAR TIE C116[OICT109
OPCRATON.
M T 5 TIE DU4RACTORS RE90Nr9•UTY TO OBTAH A mrY OF THE GMTOC KCAL CIKAFLES
EFotY rm r6 mwErr mou TIE ORR/EB m ElOBmR AND LmT THE cEunx NAGL
DN cues NnDFncDem rm SORE FREPAAkTOH ON TLQ mT- F TIE CCTRACTOR FTlomcs
QMTEf]a =WT THEE[ 0ECTECACAL 01944= WALL COMFY SLA6TANTML 0DWWOH
FOR AL WLO`KTM V100I DRAR6 AO FAVDADT STNCTAREi
r1. OWMACLOR 6 RfSP01611TL rOR ANY WANAGE TO ROADWAY. OC1T-OF-WAT AO MALES AS A
D cr RESULT Or cowsm IG'IHOIL
li CONRACTOR 6 ro C RFSVKMC fO r%MT= AND/OR REPLACE ALL S RriEY MWWJDRLTION
WDNN THE PROImT LAMM BY A UCEU6ID SIRMfOR Rt THE STATE Or RDRbL
I3. CONTRACTOR s RE3016sLL row ANY ma"m ro DnsTMG MALL ROAM'Am PwvaE
SYSSD6. SDEWAL S. CURBS OR UTUTES AS DRECE RESULT Or NON CONS UCTOAL
NOTE
.ALL CONSTRUCTIL`N SHALL BE IN CONFORMANCE WITH THE CTTY OF EDGEWALTER LAND
DEVELOP£MEHT CODE, LATEST VERSION UNLESS OTHERW6E SPECIFICALLY APPROVED.
2529 GUAVA DRIVE
EDGEWATER, F-L
132ORIDA5
32
LOOATION MAP
scut NTr;
TREE YIT - T LAN TA3LE
FOR TREES OH -SITE
SIZE OTY DISPO'>RHDN
INO TREES HAVE 3ZEN REMOVED
OR DAMLGED FOR THIS PROJECT"
I I
I
i SHEET INDEX
' SHEET DESCRIPTION
T Df COVER SHEET
2 of 4 ?ROPOSED fc DETAILS
1 3 of 4 1 EXISTING Ec SURVEY
4 of 4 !WATER. RETENTION PLANT
DEVELOPER/OWNER
RCM FABRIC
2529 GUAVA DR.
EDGEWATER, FLORID,
CONCRETE CONTRACTOR
EXTREME CONCRETE SERVICES, INC.
429 TIMAQUA I TRAIL
EDGEWATER, FLDRIDA
UTILITY COMPANY
CITY OF EDGEWATER
EDCEWATER• FLORIDA
PROJECT ENGINEER
WILLIANS ENGINEERING
THTOMAS C. WILLIAMS P.E. /54877
206 WE OAK STREET
NE'i' SMYRNA BEACH, FLORIDA
ELECTRIC PROVIDER
FLORIDA POWER .AID LIGHT
EDGEWATER. FLORIDA
SURVEYOR
DAN CORY SURV-1Y1NG. N(C.
DANIEL CORY P.S.M- 2027
SOO CANAL STREET
NEW SLIYfCH4 BEACH. FLORIDA
SCOPE OF WORK THE WORT w T gcDDN R w'6615 a FLNU 9MC
4W C06OLETELY R TAJLND SRO. OR SEED AM MULCH OVER THE LAM CALLED TOR
ON THE CDKSMXC M DAAWNGS AT A HGNNUIL, AL VO&C SHALL LEFT -,W
U1RARIL 3PRIILATOR6 OF THE FOOT STANDARD STLEICAMHS FOR ROAD
AND W3XE CONETRUCTOII LATEST CINTONL AS OU LJ M 31C S70 (G HG
n SLDNG) AM $75 (RLWO} AR AOOU04 ALL WOW 941E NET THE NNALGW
REOURDFOITS OF THE CRY.
R_ MATTRRATc DRASS STIR SHAM RE ■ uaIURE Or:
FO6ACOtA BUBO 3a1C
(16E SD B K1IVFD 5®) ZSK
HULLED Ic"m4 TOP YR 13C
TtDNN I R
Nr THE rALL AID WALE[ NONTINS. AND ■TN ME AP PiOVAt
OF THE �Tr. "6 U`L ,M
DRAB SHAL ME SLeSTRUTD A EDUAL ANOUWM FDR THE 1ROWH TOP NLL"' SCM
SHALL RE PK-U=D fV A • =O &NY TO OE MXCI TACQ DESCANED ABOVE
N NITH CI.TON FROu TE wit" PETVOm TO THE mrs ac9 Tm
T'AOAELT 1 RRECIOR Ftm R TO USE
MUCH USTD SHALL K STRAW fM Mr COA=T11C Di OAS. RTC M WWAT SNLV. OR
DF rFEANVr. COASTAL AEa-'W� ON R11DA .ti.cc 04T. Will SHL'L tE
RFS rtOM ILA r HEED Ar0 O LROMPwjNL fs/SS
L METH(HYS. DAA>SRNG SHAL TE CONE A Er"TELT U mNfLLTON OF
THE rNE GL . OrERAML NOWEVM NO SEMNO SHAG ME DONE WHEN THE
ORRA•O 6 rRODTN Ot UDULY WST. THE RATE Of SFREAO MR THE SLID MATDDAL
94CL 21 ONE INL4t." ANC TATTY (ISO) FON M A
RECEIVED
JAN 2 5 2017
DEVELOPMENT SERVICES
AM'Z"lAATELT ONE BCAH (I-). LOOSE TKTOQSS, OF NUHCH MATELRA.L SM:L BE
APPLIED UFDRMLY aaR THE SOMED AREAS (MrAOG I'MT ONE AD ODE-WLF
0-LR) Lm-m rER i'DO 5owim DER). TE NNDI L4TDEAL S4LL NR CUr NTO
TE SOIL RRIL A 0— NIARYJE OR OTB7rMX ANCp ID DOWN. U Sa F=IM
QrSN AIKN . CONTAAOTOR NAY REglN6T Cf TON ID ANSTALL HYDRO-SECDMO
S; A = 10 THE AN70VAL OF THE —t1 LMOSUJ{ u WCT AM THE CTY
LL-6lRAAn 4LL D3DrrID(D .LAG �.L.t NE Rom.
RN S 4) ILL riARr NLLrr>dL wV.r 1 .¢T1LC ILST N, RRnt
DPAIWN BY:
J.W.
CHECKED BY:
T.C.W.
ORIGINAL DATE
6-19-12
SCALE:
AS NOTED
JDB ND.:
REV. ND. DATE
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V'ar 7T. Tr CIFNT/e ACM R'ja'CT -"'D "-U`S 00EIIWG PLL NYSE FM Wr E-'LIP' � M-rI LU0/M :AN47:
PARKING SYMBOL
zritn Irt �
RArDICAr DTL11 LLTUTIP( . � 1
rAAXING 1
(TTP.) ,
11fIfE A" WwTE AT
l5 CELR�
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(TTO•)
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All DIECDDIS
ALL.
7.
I. *HEM MADER CI@D G USED W L1CU OF {AIRED SEOPS WCWALK ADUITSIC CIAEI MUST
E WWDSD RT 16SO THAr THE -OTAL STJCIA'ALK WIDTH a 92-, ALLDMHO FOR GA- UNMIJA
CL.EAi. ACNE POLITE-
2- rat CO-t TE DUE AD- OF HAYOlCAPrm STY/. A6OT iD BETAL M-lo.
HANDICAP PARKING STALL
PCN! Kif
V_ "stY060 r...A•e. µTpCAry ED
1Ua11C SICK 9 To READ 7AIKOHTG
PY DEABLLD nft" 01<1 . DOLT To
SICII TUE WUK 2 1/s' CIDANO
PIATO BOLTS. ISM A WASHERS
III. F.< 0RL-
YAN-K2lS1LE
Ir
r'=-L.156 STEM TVE C(MINED MO
DD.Cwm lr T PPS v D-. rw
WD.OD WATITDTCHT CAP. PART POE.
P6116 BLACK MFT+S
K
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1. IWDICLTm rAAATrro A WALL CONE WITH :JPJiIXT TAT[ AND LLCAL A TLT)EPLL
CODES AID S0.SAliONS
z ALL SAatS S1A111. BE DCSIleD TO WT A6 I HJJE MIOLOno.
SiGN DETAIL
-- — -- - _ _ _ __ •-i
I I I
17711
II it
I
I
TWENiYDIM STREET (50' RIW)
PROPOSED PARKING
Y.. r, I,IF•.1•
RAIOIC,AI ACCESSlEN[ PARAYD SPACES SHALL E PROVIDED N A "•T VON tlAtROR -WlDJ
STATUTES. NCLDOwO THE rMLDRT:C MTA -
1. ANY COAMp[SIL REAL ESTATE FROPaM ORMrR OFID MO PAMCWC M 1HC (SAL FUSS C SNAIL
PRPl'M SPECW.LT DMM" ANTI YA/10D) YOTQ YDRCLE PAftONC SPACES FOR TW C=AfS15(E USC
OF PLIYSCALLT *=.LED 71i SOPS YSU KAYE BEEN =JED PAREW PERMTS PLNWAN[ TO ZATE
LIT'.
i OLACVNAL OR PEIO.ODICIIWL PARKR SrACS SMALL (k A YNNM or 12 FEET WOE (CAE F1CX4
1)�
s. PARAULL PAIIKDIC APACfS SILUL E LOCATED E fTOt AT THE @D l OR Exo OF A MOCK DR
Arr To ALLET DOIA 4= 'SEE:
DOLQ 2). CAMS ADMlEWT TO U)CI $FACES SIWL BE OF A
HOO"Ir WHCH _LIDT P� RRN TIE DFDW AID CLDSIK or wr" VEARLTE DOORS
C- CACH SUCH PARKIN] SPACE SHALL E CONSPFUOUSLT OUTLN D N KAE PARNT MD SKALL E POSTED
AND YAWTAAED WRW A PCRF OFT. A23K-CRADE _-OW RFJJMC THE WTERMATgMY_ Sr"X O-
AGCCSSl@lEDT AND THE CAPTION ►ARIOW BY DIABLCD POOAT ONU AID M1
ADOTT10MA; SAOIL STATNC THE PENALTY IM s1EEJL LEE DF TIC SPACE ¢ (snamm 2)_ suc" SCIS
SNAIL. ROT BESA 0V RM BY VV=X PMATD N THE SPACE. ALL LWAD[Jl PAALYID
POST MESDIED HA AM RP® N AC1�W-X WITH ENE STAIDACS ADOPTED BY DIE ILDRDA
DEPAR"dEXT OF TRAJMOKT&T W-
S. ALL srAC(S vF t NAVE A smTr PROF (w) WDC ALIIACETIT AIT..Si ISLE (Sm MOIRE 2)_ PAAKr1D
ACCESS AS 'JAIL E PART OF TK ACCESSIBLE ROUTE TO THE RIRDtIIC M rACEM OrnUXCL TC9
ACCFSaIL FAR"m SPAClz IAT SHARE A rnuaN ACCESS AMC. PA"= YORCSE GVER iNCS:
MULL NOT RQWCC SAE CLEAR I CF AW ACCC CW.VAATDIA ROUTE.
1. Atl VA Cs &HALL HAY[ AN AOCC=LLC ^R _.._ OR CIARB_= to ALLOY ACCESS 10 THE PICa,`r1
SERYO. IT MALL E LDCATO SD T1 T USERS WLL MOT E PDbrCILm TD TREK 31:j r PAP xo
KxcLS.
T. THE NWNLAL W_%C" Or =11 PAAXIMG SPACES SNAJL COWLY R'ILN THE rOLLOW TAME-
MUL F&m@ N LOT BODWRED wL%A 2 or
_ _ _ __ r $FACES
Ill TO ?1
2P TD SO— 1
III TO TR —3
TS TO 1 a
101 TO '00 --
L•1 TO
mI TO
A01 TO BLED P
bl TD SOO -- °
mi m 100+ x OF TLR4
OYER toDD__ +e PtIE 1 rw EACH
100 OVER To=
0i
(A) PERPENWOULAR FIG— (B) DIAGONAL
HANDICAP PARKING STALL NOTES
' NOTE:
Usi YIBURNW.
SPACING IS TO BE 3' BETWEEN (TYP) AND ARE TO BE 24' YIN. IN HEIGHT.
ALLPUNT uATERIAL SHALL BE FLORMA GRADE /1 OR BETTER.
ALL DISTURKO AREAS SHALL BE I SODDED. ALL PLANTS ARE TO BE PLACED, SO AS NOT TO OBSTRUCT THE FLOW OF
RAINWATER IN OR THROUGH THE RETENTION SWALL
I � I 1•�" ] r
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F n 0 T TYPE -r- CURS HEADER _ CUR
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NOTES;
I. ALL CL.TOS TO E flf=WCTm of 25 DAY. sect PSL C01=WW
z 1/2' reE� QrAIETW JDwT eEouRID [VOLT sx-.
Cp6TRLICIPPR JOW REauRED EVERY IG' IAArI I (a• mpala I).
J. 1/2' PRE -MO(= ECF f M JOIR Eo(le3D AT EALN IRDC Or ALL
STDIO( P STNICD/RZS Ali! AT ALL RADWE POWTS
L C SlRrASE TO E ODWA'TO AID TESTED TO ROC COSTTY RASED OM
AASHiD T-Iw u KfEO rRDCTDR TEST ANO slA E STASR= TO A IAWMUR LILR_ Ao-
i F C`lt ON ATwT WTEAAL 16lSi CDKR TNC TITS t]t03S SF1.T1D!I
OF pd,
L M N) Y6TLAS SWALL CYTRiDm UMUS (f1'SW® AS WADER -TTPE [11RPS
UbZLD ALLDWXTLT DAL TOP a PAVDFOR) BEPDISDTTm.
T. ALL ASPHALT AID/OR PAV LROTWAT APROIS LOCATED W PUBLIC
RKM-OF-WAY. S_ L PICUME CURsr1G•
STANDARD CURB CONSTRUCTION
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rK 4YAll11 ALLOWABLE PAVEL¢Nt SILT_ SKAL E m LESS nux msex E SLmm r11OET CITE
AECIYSRG + Lzr. a Pup- D( Ful ' to AW mulLKT.
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1.ECaE R. XAIANT
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uwO OR Cmana LTm V/ A t/A'
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CDMCiCIC NAS BOX PLACED.
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iTEE
STAAT ti rCv rC!C
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1/4- WL 2I.D.
s CrirE AAVTTBC OR IYf11RM THE PAYED Ar4
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RECORD
a_
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5. DaaTaICTFO•`L ADWOS T'fIHM THE IIAa Alit
j
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lover rTLLnL
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CONSTRUCTION JDIgT
w ILmImrICE W Au !UNJCATION
CAP 13PL-dT.
CONCRETE PAVEMENT DETAILS
TW-%: OPAVXS, DET..AL-i a Sifi wrG ilm-s wr 3ELN ILPLAED 2r )= UE W-C1, AT, PUAIir DAxA;TENG, Plt D'RY DTo1LI LYS RIX IWii TO LSd ICAr MY I'M ILL OFD -0/0' CR(T-1CM 10'XY11II rky %LE.- xT S USED TT IRr"Af umTw9d ➢E km TCY IRJwC1 aE oC! A 1'AnC U1tmOa.VAA .o SIa1lJ >tEY C'1� AL a WAL IeTRl llsy 51aA!J i nC R A LrCJ7D [3mK101 oct CPAT AHD 421E IA&W PACT L CIC TWE USE. Wl MhU Usz DR--➢9Jo.EIGR OF OLY DOaAE](TS Wt L YlE VTFD..T Of WI!19L PEiSd,'m( Or RLAdS CST G. !=C- T 5 nE E-; i JTT G DE CCETT/ttKYA'TOF, t0 vuffy ALL :d06R6. ][TEAS YO y-'EC}c�TTTS N rV
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OT6Gt(AL DATES
6-19-12
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SILT EEHCE DETAIL
rA .T_ -C, MQ 10]
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TO � Or IIiE mml-ulnm.
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AS ESTAJ LIS IT TK CM MO ALL OT1
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COtRRY, FOOT. -a THE SYi1VD.
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COF -TRUCT*K
SILT FENCE DETAIL
91_04 95-U 95.16 9P59 9s.55 5+5.97
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I
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9p 68
9T9 99d 9 .62
I W I 9a.so/ 98m EXISTING
I BUILDING T
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i 1= I I W
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99.5D 98.6o 98
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`i 97-23 97.42 I m". g69.0050
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< i
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15-5 39.11
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— 5 UTIIM EASS(EXT
SWALE
t
TSVEHTYSIXT)L SIREET (50' R/W)
SITE SURVEY
SCAL-- 1/16-=50'
BOOD Iae+orc m
ORAM'.E MES"
Y000 BRACwc TO
RCOO STATES OR
OR AfTvT.AeC.J�J..WM
.—..arw W/ .BtE.
'DOD MACIM)
S
35.66 #5'E t OR —x T.. ---/ t1Jr I ST4+S
I- A'OCO
49.23 tz B O 0400N0 A.YO S' O.C. V I (T-)
rA rcm rDtcc .. w
R T'W= Rw
TWENTYSIXTH STREET ( SG' R/W) ' ""` `ZW— a
EXISTING LOT/ DEMOLITION PLAN TREE PROTECTION DETAIL
9'J!L- 4S
1�T: S:J.IE- 1�16�=1 %-g TRARaQ, BETA=S Kim MO LT6Gg10!6 MItE fDl :-ffF..D BI" LO l� Ok1FD SC. iL'Y .-1 LY['7 U?OFi W IMW UX M OGC7A r DET M a MM MG m
k� r •a �E �cz t o�.�rC �c'afuu w fn¢3 �cr r S� as A 1x .cwA.�x va<A IE nE rf A tm� cMtc�Vwc Der. :1f�.T M S u RAVE OK-Y A OAT rw �Y �c alla ST J¢ tav=mOM Or I76'c 001. Ira 1 CTTIIL7aE MvAn ]Ri i R' SFWL V, F LSD EY �1 Or'a ncx re: F•7m)o
OOQAa Ct- � �.](j tw. STYI� RlrrOtu m my-D Lu's a-R S KLIM6 DLj&z r • FKr T 6 rIE I< rM 5 DE MwlC?(T'..17' OR ID -Twr JJL am7 . O[7ALS aO 7ECMTOkS A TYS 1 'lat wu or M7E0 *ELA+s tJ.�cID4 FJL JB:i TOR ulY 7rr4 0.CSTat6 Nm/� Buurr
X
DRAWR
OUXED M
-1
T.
OtMiAL MM
6-19-I2
SML-
ilS IATIFD
JD9 lk:
MY. N6 I DATE
SHEET:
Bo@ r ma
3 of 4
WAr C 11Y.AT IL RCI
4r »
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of wml°c
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i111 Dly DA-1 a vH
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6 ®� R ♦... J-M ar11 R ra. of
F 5i871
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i BBE ail k TS kl
C¢ q 1-b IIl rL. SF.
E
_
206 LA£ MiC ST.
!L.5.8_ i1_ 32io8
RETENTION POND TOP
VIEW SECTION
SCALE: NTS
L2j
RETENTION POND EAST
cCr-TrnKI
fi-w33' � QST'+iG r�ptfq.6
y � I
k l
RETENTION POND
NORTH SECTION
SCALE: HrS
DRAINAGE PLAN
NOTE:
AMOUNT OF RETENTION REOIRRED FOR POLLUN014 waArEvExT IS I/Z'
OF RAINFALL OVER THE ENTIRE SITE WHICH EOUALS 550 CU. FT. BLM A
ON THE FOLLBWINO CALCULATtO,:.
SOI`
, 15200 FT. X 1/2- RAINFALL X V / lx- = 55C CU-FT_
R_FITHTtON AREA RFOUIRED = 550 CU FT
RETENTION AFEA PROVIDED = 800 CI Fr
RETENTION POND
SCALE- 3%3Z-:1
NOTE"
�,�. r� .� $WAL To
rr soox� ,rrw au. cR.:- i
d.aC 6rilh' IL4:.3' I ��.
I +,
r +
aM ..ru mom,
WALE SECTION
SCALE: NTS
ON POip a110 $,V�tLL r
.1CIL 5ET OJAOCI nt!-', 077M MQ VFE0=tSXc %flr ILL'l '-MD a I'D 1E O� O rr. MLU T.3 a scs .f_ xt c anc Coax w sran ac' i CaD 6 a ■.¢ .�-r .�,, x1a� iE w.[ 1? . ,Cl® ors..-Z aa,. SDI LcaE r0 Nc1 DMr nEr {fir ILL a"T w/a mv-4 oR .cmxm-xIS I!f7 Z: —, QT is Tice sr LWOW MO.. II« r',E KTDCS.L
an,r MO YMIL !LLtiT PlT l 7E ME °SC io �if£f t5C xt i�Yl A r D,h'C TT P.L PLW WS
.FS 70i1c aI$ rx4 mrfr a1fIp 4 IfE HXDO, P'��( OF r, L�S?.L i Lgar Y, F1C R 6 8C Lr-+(O,6 c/uR or GE %IDr.TFA��O4 W 'rLT:r ri1 SLm0�6. --Tsds iA7 T.^'CfY17t}6 N IDS
ronaexr- ifi ¢>JIr/rxvcu�trx snuL Pcr run rLL:uO a¢ves�.� rie wu rm +xr rrro4 o�ua u0/ce tM�AL -
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aAn vA-t my t na-.e
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R �v.tauuar
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YS.3.. R 32163
• 9ANfARY-3E'YM MA14I0LE
10P-•1435'
���
�j
(N% PLOTTED 1O SCALE)
�1:
+ 7S
yJ
.4 •.6 I + r,.r'
+ ,;.< I-5TORY
+,, 4 + ;y, '4 s 31
CONCRETE -BLOCK
I
DUPLEX
02523 & #2525 �
REC 1/2" IRON ROD
� PLP�2 �,
ELEVATION
WATER rETER
, P173 \
9.5"Ny
Z UID.1S POLE
I
Teu YM
�I
LOT 6688
I.SSy 2vy
GRAPHIC SCALE
7o D ID zo
( M FEET )
I Inch = 20 ft.
BENCHMARK NO. 2 -
NAIL 3 112 TIN TAB
IN PAVEMENT
ELEVATION = 5.11 FEET
(NGVD 1929)
BENCHMARK NO. 1 HYD'RA 11
W' CUT ON NORTH
RIM OF MANHOLE
ELEVATION = 17.98 FEET
(NGVD 1929) ,
_i
1rt39 +
16.5/
G
C 4'x4" CONCRETE
rONUMENT WITH
IRON ROD \
no
W .ARY-st-WE0 tV1lIOlE rJ
)P-•r7.10
y Nvr�tT-7: a' II �
I NYittt-7JE' 11 �
lid
11
29
13V
a�
' 6.42
WATER
W Lve
17,76 ,
1 3 110.00,
♦ 17.7
5' UTIL;TY EASEMENT
--- a/Ui 17.8
REC 5/8" IRON ROD
AND CAP 18 2599'
1 n + i]_ti
a
LOT
- �.-...
6687
;
. ..1.................
......
/�
in
. .I .........
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....'.'.'...._:..
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w
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1+
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O Z
rs
i
116686
V 1R27FLOOR
LOT
E
I
16.; 6685
�.'47
15.71
I
� NI
I �
I ter; NI
+ 17.E UTILITY
I6 6 17.0 110, 00.1 10, 00 •
+ + :6.4 + 76,4
+'S 1
NVERT Rf-N. - 16.2
+ 18.1. + 8.2
METAL 2"
+ IF.8
d.l I Ov
le
w
id z
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7 .9
17
PLAT OF BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY OF
Late 6685, 6686 and 6687, Block 216, FLORIDA SHORES UNIT NO.7, according to the plat thereof as recorded in
Map Book 23, Pages 117 and 118, of the Public Records of Vo!usia County, Florida.
to.4
°3+s.7 7 0 *'la SURVEY REPORT:
+ }
I 1. Description per Warranty Deed recorded in Official Records Book 32,-G, Page 1382 of he Public Records of
Volusaa County, Florida.
2. Angles per platof record and field measurement.
3. Subject to restrictions, reservations, limitations, easements and rights ofway, if any, appearing of record.
4, This map of survey and report prepared without the benefit of an abstract and no title work has been performed or
I LOT 6565 provided to this surveyor.
5. This map of survey and report is subject to anyfacts that may be disclosed by a full and acci.rate title search.
6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and
1 122 which may or may not violate deed or easement lines are not determined or addressed by this survey.
+51 I 7. Subject to reservations, restrictions, co enante and easements contained in that certain instrument recorded In
10.T +:19 Official Records Book 1699, Page 378, re -recorded in Official Records Book 1704, Page 1671, and partially
released in Official Records Book 1830, Page 963, all of the Public Records of Volusia County, Florida.
8. Easements for utilities (10 feet - front and rear and 5 feet- side) for a building plot per said Official Records Book
LOT 6564 1699, Page 378.
9. Dimensions indicated hereon are in U.S, standard feet and decimals thereof, unless otherwise noted.
10. Elevations indicated hereon are in U.S. standard feet and decimals referenced to National Geodetic Vertical
f Datum 1929 and are based on United Stales Coastal and Geodetic Survey monument S-211, published elevation
11.81 feet.
".9 l directions are the r25 11. Unless otherwise shown. record distances and directions and field measured distances and
U { same.
+ r2; 12. Features shown by symbol as indicated are not to scale.
\ E 13. Drawing distance between features and property line may be exaggerated for clarity.
14. Unless otherwise noted, the monurrentalicri has no identification number or name.
a 5.r.
. 15, The locations of existing underground facilities shown on this plat are approximate. The information is based on
I the facility owner's record drawing and/or field location work done by this surveyor. Underground location was not
L07' 6563 requested from 'Call Sunshine", This surveyor did no exploratory excavation. It is the contractor's responsibility to
locate all underground facilities prior to construction. Contractor/Owner to verify underground location by "Call
m Sunshine" 1-800-432-4770. prior to construction.
16. The intended topographic
p graphic features looted and shown on this survey are those, which are among the intended
8 J'1 features list shown hereon and are observable by above ground visual observation.
+12.7 17. Trees Z6' clbh (dlameterat breast height, inches) located per clients request
18. The contours are approximate and were interpolated from the spot elevations shown hereon.
1 19. Additions or deletions to this survey map or report by other than the signing party or parties is prohibted wthout
written consent of the signing party or parties per F.A.C. Rule W-17.051(3)(b)6.
20.The survey map and report or copies thereof are not valid without the signature and the original raised seal of a
i2e + LOT �562 Florida licensed surveyor and mapper.
G.1
CERTIFIED TO' RCM FABRIC PRODUCTS CORP
PJVERr ELEVr !o.r + iJ.5
:4 ,
REC 518" IRON ROD
AND CAP -LB 599'
r vioe
73.9 CONCRETE PP --PAP
13 6 1El�YNl
' REV. = 11.7 i
r1557 y)I�INVERT fiEV.-6.0'
PLATTED AS "LOT 6684" aw - wr
(DEDICATION UNKNOW t6.T PAVEi1EN1 + ls.7r 1525
TWENTYSIXTH STREET (50' R/W) 1 1
7 1693 15,091 I
INERT ELEV. = 15.E '':7T+5 _: `PI, ^:..: ;7.nt t1VLRi KEV. - 1589' 17EtIJIT5 WOOD P05T WITH REFLECTORS
+j t4.6
+ •5.5 + I51 NVULT ELEV. I2.9' CONCRETE W--RAP-
73 Pb V 1' '. I6 r,< hEOT 9 E+D I r FEPDWALL
+ n.P r:.• 9FxTpN \ �P NVERT eLEV.. R.r
DEC + C11R
09 Lt711CRE'fE * ;9 c I�
'8.8 ' �'7'1.,J3` 19.57 + 78.1
\
Wct6 z v NVERT E1FV. Q. + 7a n + t NJER7 ELEV. >• II7
° NVERi ElLir. = 6.4
LEGEND 6 ABRREVIATIONS FOR
TOPOGRAPHIC FEATURES INTENDED TO BE SURVEYED AND MAPPED
+80 =CR AnE SHOT '�.� • UTILITYPOLE
- 'd - . WATER LIIF -� = GLIYAtICHOR
1$ _ FIRF HYDRANT O/L) - • OVERHEAD UTUTIES
N = WATER VALVE / l
i,InJLH��C Ii!HEHLI'M_F. IJUTEDj 1`_J=DE11OT.F3 TREE 1511AEOL
VARIES ly1T H TREE TYPE)
+ + = SIGN 10 = TFLECOIAIUNICATIONSRISFR
1@ =-PIF-•111=TER
TYPE SURVEY DATE WORKOROER& PC CALL. DRAFT CHEC/fE LEGEND & ABBREVIATIONS CERTIFICATE OF AUTHORIZATION NUMBER LB 7883 THIS PROPERTYIS LOCATED MFIAN.7O!JE(S) 'X'
BOUNDARY SURVEY 17502 ZOO7 07-07-056 C.R,H J.W,C. B.T.C. D.W.C. • • DENO,GS:il9'IPJN PODwI Q LT.;F)=F'LA.T c, R,v,=PERMArTErIT P,EFEREIICE THIS LOCATION 13 DETEP.I.IIttED BY 5-LING FROM F.IP•l.i3OIAI.11RATY PANEL 120508 0685 c
TOPOGRAPHIC SUR:Ff 1� U LEES NY Le /BU.- R •_,r_E IW U) •UE LIPIRI,I nEn NNT I hereby certify that this survey map and report o(the subject property
O3 t0 ZOf3 t3-OO-OIO M.T.Q. J.W.C. B.T.C. J.W.C. UNLE�s^iHE M1 ErK71E0 RA 1rF JEYSV"I FC.F. • PERJ•1 ErT r.ONTPtt y g pREVISED OY
FOUrIo•a TION LOCATION • ARr.I rlleNl fall air0 Fn Hi Is lRle and correct to the best o(m ' knowled e, Information and belief �15 O2 APPROXIMATE SCALE I'• IOOO
-DENr)IE3 P.ON PPE '.' • CHORD CILC) r'QJ .PCINEP. PCI.E as surveyed in the field tinder my Supervision on the dales shown:
FINPL 511WEY Illil FSS rl,Hcf1'•45F II'IiFn l.Y •r.H.1RD RFARII K: ;PR;. •PRnRAIFn •::LY F'MI[
T •VI,EF:TOP. ;G! GRID ON •CVEPHEADeTILITIES hereon. Ifurther cerliNthat this surveymaDand report meeLsthe DANIELW.CORY
❑ •0EHO1ES carrx[TE To+,1r,Hw .:-AITTCD MITIDr�R minllmtm IRchnlc+l slanrlarrls sel fnrih In F.A.C.Rule 5.1-17 adD la; RCt;CRT1FIrJe Tlr x4 ti'IFYCv 11CINI-In ITT. =R4D151 U'2 •rB AI Rf.'.C.Rn ELF • CFAIN4.111K FE110E p
SPECIFIC PURPOSE SURVEY UNLESS O1HE-I, EI.TEU ye •MAP BOOM. 1A•+ wFro[uwlH[FnNc[ by the Florida Board of Professional Surveyors and Mappers. pursuant SURVEYOR, LLC IU
1111! =N(NI-TANGENT aC. -ACRES
I-o.rs .-11,- Rt'• •HIGNIaF�i•T to Florida Statutes Ch. 472.027, subject to the qualllications noted 300 CANAL STREET
EMT •ELEC'IRICPL LfE Tf1 TVBIM PC POINT OF BEGIN11Kr, t ==ENTER LNE hereon.
rru .Fr 10 G1 Vy N[ I'o-C. n[mu or NEW .cnNrnrlrlmllq NEW SMYRNA BEACH, FLORIDA 32168
PEC-PEC0111- OP.PIP-CriEF DOA,L• CEMEIN (386)427-9575
TYPE DATE WORK ORDER,4 --- CAI DRAFT CHECKE p -rvoreP ME EP =c N-PE zs ocP
N;YI •NJP.1HP1aCWPDHArEVALUE PT :POCITOi FAX (386) 427-1783
SKETCH rJF DESCWP-laN -.", ...... �?r.�':!'111f �lYPA';I[I t'•
Ltl -LJCEN SE-L-SI!1ESS .RISCP
I..S •FRf.TrSSKAI^I 5111'•'r YfiP.Arrlr»rFrl: F.F. • 1141SIEDFLOJPELEVITKII
FJP4L= FLOOD IrOi"N::E R1 TE RCP - PENFGPCED CCIIrJBETC PIKE / PREPARED FOR: RCM FABRIC PRODUCTS CORP
N.-..L'.D-Ixs IH- rwx-uytN! e•L u•ILA R.P • 117-FDrerTAI rlr DANIEL Vl. CORE P.S.M. NO. 2027
ILG.VA.• KMX) VAL GEODE I r I EPI C:AL DAII LI
C.:41.•r.'UFO HL DJIIa IeUGlIUrI LntNNUL LIE! UT' .fs�FP.UGATEp PLASIIG PIPE JEFFREYW CORY P. S.M NO. 4139 SCALE 1' = 20' FILE# -3507
U.s.:.'.M1G.S-=VtAlEo EIMES COAST U 5FODETIC SVRVE +l+.B • U r TRIG ELEVATION1ELEV'
LEGEND 6 ABRREVIATIONS FOR
TOPOGRAPHIC FEATURES INTENDED TO BE SURVEYED AND MAPPED
+80 =CR AnE SHOT '�.� • UTILITYPOLE
- 'd - . WATER LIIF -� = GLIYAtICHOR
1$ _ FIRF HYDRANT O/L) - • OVERHEAD UTUTIES
N = WATER VALVE / l
i,InJLH��C Ii!HEHLI'M_F. IJUTEDj 1`_J=DE11OT.F3 TREE 1511AEOL
VARIES ly1T H TREE TYPE)
+ + = SIGN 10 = TFLECOIAIUNICATIONSRISFR
1@ =-PIF-•111=TER
TYPE SURVEY DATE WORKOROER& PC CALL. DRAFT CHEC/fE LEGEND & ABBREVIATIONS CERTIFICATE OF AUTHORIZATION NUMBER LB 7883 THIS PROPERTYIS LOCATED MFIAN.7O!JE(S) 'X'
BOUNDARY SURVEY 17502 ZOO7 07-07-056 C.R,H J.W,C. B.T.C. D.W.C. • • DENO,GS:il9'IPJN PODwI Q LT.;F)=F'LA.T c, R,v,=PERMArTErIT P,EFEREIICE THIS LOCATION 13 DETEP.I.IIttED BY 5-LING FROM F.IP•l.i3OIAI.11RATY PANEL 120508 0685 c
TOPOGRAPHIC SUR:Ff 1� U LEES NY Le /BU.- R •_,r_E IW U) •UE LIPIRI,I nEn NNT I hereby certify that this survey map and report o(the subject property
O3 t0 ZOf3 t3-OO-OIO M.T.Q. J.W.C. B.T.C. J.W.C. UNLE�s^iHE M1 ErK71E0 RA 1rF JEYSV"I FC.F. • PERJ•1 ErT r.ONTPtt y g pREVISED OY
FOUrIo•a TION LOCATION • ARr.I rlleNl fall air0 Fn Hi Is lRle and correct to the best o(m ' knowled e, Information and belief �15 O2 APPROXIMATE SCALE I'• IOOO
-DENr)IE3 P.ON PPE '.' • CHORD CILC) r'QJ .PCINEP. PCI.E as surveyed in the field tinder my Supervision on the dales shown:
FINPL 511WEY Illil FSS rl,Hcf1'•45F II'IiFn l.Y •r.H.1RD RFARII K: ;PR;. •PRnRAIFn •::LY F'MI[
T •VI,EF:TOP. ;G! GRID ON •CVEPHEADeTILITIES hereon. Ifurther cerliNthat this surveymaDand report meeLsthe DANIELW.CORY
❑ •0EHO1ES carrx[TE To+,1r,Hw .:-AITTCD MITIDr�R minllmtm IRchnlc+l slanrlarrls sel fnrih In F.A.C.Rule 5.1-17 adD la; RCt;CRT1FIrJe Tlr x4 ti'IFYCv 11CINI-In ITT. =R4D151 U'2 •rB AI Rf.'.C.Rn ELF • CFAIN4.111K FE110E p
SPECIFIC PURPOSE SURVEY UNLESS O1HE-I, EI.TEU ye •MAP BOOM. 1A•+ wFro[uwlH[FnNc[ by the Florida Board of Professional Surveyors and Mappers. pursuant SURVEYOR, LLC IU
1111! =N(NI-TANGENT aC. -ACRES
I-o.rs .-11,- Rt'• •HIGNIaF�i•T to Florida Statutes Ch. 472.027, subject to the qualllications noted 300 CANAL STREET
EMT •ELEC'IRICPL LfE Tf1 TVBIM PC POINT OF BEGIN11Kr, t ==ENTER LNE hereon.
rru .Fr 10 G1 Vy N[ I'o-C. n[mu or NEW .cnNrnrlrlmllq NEW SMYRNA BEACH, FLORIDA 32168
PEC-PEC0111- OP.PIP-CriEF DOA,L• CEMEIN (386)427-9575
TYPE DATE WORK ORDER,4 --- CAI DRAFT CHECKE p -rvoreP ME EP =c N-PE zs ocP
N;YI •NJP.1HP1aCWPDHArEVALUE PT :POCITOi FAX (386) 427-1783
SKETCH rJF DESCWP-laN -.", ...... �?r.�':!'111f �lYPA';I[I t'•
Ltl -LJCEN SE-L-SI!1ESS .RISCP
I..S •FRf.TrSSKAI^I 5111'•'r YfiP.Arrlr»rFrl: F.F. • 1141SIEDFLOJPELEVITKII
FJP4L= FLOOD IrOi"N::E R1 TE RCP - PENFGPCED CCIIrJBETC PIKE / PREPARED FOR: RCM FABRIC PRODUCTS CORP
N.-..L'.D-Ixs IH- rwx-uytN! e•L u•ILA R.P • 117-FDrerTAI rlr DANIEL Vl. CORE P.S.M. NO. 2027
ILG.VA.• KMX) VAL GEODE I r I EPI C:AL DAII LI
C.:41.•r.'UFO HL DJIIa IeUGlIUrI LntNNUL LIE! UT' .fs�FP.UGATEp PLASIIG PIPE JEFFREYW CORY P. S.M NO. 4139 SCALE 1' = 20' FILE# -3507
U.s.:.'.M1G.S-=VtAlEo EIMES COAST U 5FODETIC SVRVE +l+.B • U r TRIG ELEVATION1ELEV'
TYPE SURVEY DATE WORKOROER& PC CALL. DRAFT CHEC/fE LEGEND & ABBREVIATIONS CERTIFICATE OF AUTHORIZATION NUMBER LB 7883 THIS PROPERTYIS LOCATED MFIAN.7O!JE(S) 'X'
BOUNDARY SURVEY 17502 ZOO7 07-07-056 C.R,H J.W,C. B.T.C. D.W.C. • • DENO,GS:il9'IPJN PODwI Q LT.;F)=F'LA.T c, R,v,=PERMArTErIT P,EFEREIICE THIS LOCATION 13 DETEP.I.IIttED BY 5-LING FROM F.IP•l.i3OIAI.11RATY PANEL 120508 0685 c
TOPOGRAPHIC SUR:Ff 1� U LEES NY Le /BU.- R •_,r_E IW U) •UE LIPIRI,I nEn NNT I hereby certify that this survey map and report o(the subject property
O3 t0 ZOf3 t3-OO-OIO M.T.Q. J.W.C. B.T.C. J.W.C. UNLE�s^iHE M1 ErK71E0 RA 1rF JEYSV"I FC.F. • PERJ•1 ErT r.ONTPtt y g pREVISED OY
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T •VI,EF:TOP. ;G! GRID ON •CVEPHEADeTILITIES hereon. Ifurther cerliNthat this surveymaDand report meeLsthe DANIELW.CORY
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SPECIFIC PURPOSE SURVEY UNLESS O1HE-I, EI.TEU ye •MAP BOOM. 1A•+ wFro[uwlH[FnNc[ by the Florida Board of Professional Surveyors and Mappers. pursuant SURVEYOR, LLC IU
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I-o.rs .-11,- Rt'• •HIGNIaF�i•T to Florida Statutes Ch. 472.027, subject to the qualllications noted 300 CANAL STREET
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PEC-PEC0111- OP.PIP-CriEF DOA,L• CEMEIN (386)427-9575
TYPE DATE WORK ORDER,4 --- CAI DRAFT CHECKE p -rvoreP ME EP =c N-PE zs ocP
N;YI •NJP.1HP1aCWPDHArEVALUE PT :POCITOi FAX (386) 427-1783
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