Loading...
SurveyY:\Construction PROJECTS\Edgewater Harbor Rev 2\Surveys\Edgewater Harbor S.dwg, 9/28/2006 8:31:36 AM, Dave Brown -i O -'1 -Ti D O z D -i X X 0 W Z Z -I =T = r o Oz_ C mom OO (AOG+Ommz-06�^x x2 O D r morn �o ODo� r*10ZOZ� o r- Oc�'OOor3N mrr�-r cmG7 nnxT "x �Di n D Z Z (UnrOm-Z rn CD �m xm nvox0 �cDn -DC (DnD D D z m (n 0 Z Crr10 OZO c �z�O0O0?n>lu) 0 �� o v Oza -DiM (nm�� =crz NxrCWm2320mW 60 ccm Zoczi �Q 0Mzo °i�z70 n Om0-<mmo0mo_�' :�cn 0o m m o0 0 0 (A0 �-+•�N -� -+ O Q r Z -0 0 L4 T_;u(A O �MA(T,> E-033 0 V1 rn Orm c: x DD x p n o�0 ZX� rxitm�pLA DTz-noc z "Ilu) O x m r , D Z - (n -� 0 Oi m O -� <- O m* O X j -I M -u co Ococco ^=c - O D-(ON(�O pzO DC v o�� m-� �r=m �pZcnozO O�mAOT`mr 5��= ?> (n c >mC ;0 O�vm mzDO mOLI)04- M> Z -n N "oZ vow C: U) �Zo 0(nz; ori' � �((nn TZOmP 0� < m< -i�`ncn o x��� V)-iic=r't-0cn�o� �o =o m0 D O1 �m =Z m n�z 0 � zm-uzmmZX_ip c -n m f7 -00Z � r- iU) 0OO z mpm�-OOO r,�m.�Nr*1 •v D MLnM 1 -0 rn0 OtZn=O vm�TD (nm �0ZZ� Or m�� 9) =O�OD Mom> ;xxOZOz�m'''0mOC) zD -n c O 0 �r �Z7 (n pm�CO-1 O m O D1�� 4 00-10 U) mZ==�rxn Ln M: no OT N x cn -H- _0 m SOD. D N D Z In O Zm C) i -0 r=mZ cnTlM z -I � -r C o I �C 0 _ OCA �p (AmDz ;u<V) �Dz"OT -n{ I, v (n �n m L o ADO 0mD Z0m 0 � O 0 Om =D co cl) 0;0 �Z-H = Z m(n m C �D= mN -I (-c m = m ;0m m(n -+� Lnoc U) 0;0 WoD r+<�m D 0x>0 C)Z=Z -C X z -9 (n .Zt x ;u O 0 v CA (r W N C0 _n -1 O Z Z Z D O Z O o i K (n c;u Z --HZ O 00 (0. r-_ _qD cm r CCT c) M a) -r1 x m G7 O m= 0 --I � C-) -I (n z M X O D 0 � (TI r�cn z m� Hm xm - Dir cnz Om rr r�Txz Z Dm0 NX�� m 0x T(n CA ZD CO m� � ��� � ;0 ;d zDl (nzxco i -Cp m) OT CID 0M �-Dc D M -Ti� 'n 0mm - <�mO ern -n C� �m �o (Ac) o � � Z mom u) _�m� z=(nr't <m my nD oz z vcam O_I mm Z z moo= _ � c Zo zN <�cDn^ m (n0 (n O � z = 0. M Z =x D OZ Ox 00 0 Opz Cn o D l< V) O r m < N <-t� Fri �_��� O�=m z� �z OmZ r� o Zzai ,� O 0 0 O O = D -xr z p < C) n O m rli r- r D o O �I ZZZ Z OHO mDK O N -per r- ;a Or � �Ln O0 �-( = Z C C0-< -j n -i �'I O -DI C O 0C:__4 ;0 = DZ I -Dm �m m ��.. m* --11 z �r�� rr<r�j0m FA 0 o D mz nc� 0 1 rn :0 -m K=O {-1-I rt in O �) OD rz O T N m� � � --1m 0rrTTttOc C -nm D O -Z11r Ov �1 <c -c OKZ �Z< 00 Z cm pN z�m F=9 m Z0x Zmo� �=i Z v C7 DT ry (DD 0 Cmtn 0z Z� D z Z Z O0 7C 0 O m CIO —1 -p r r � rn DLf'� Z F)(n-�1 mC)mn �m m 003 � �z Ln mx '00 z m(n� M�mm z(" -0 0 �m �m n -i oCz C H OD x C T. O S z O T<� m� W D Zv m Ut D ; O �o < ��m z�nN �-n n m mm -i LO m T 0 m m 0 0 _n = N p0 m ao cn z ;u Tj;u X -aODm 2 1 0 0 z v 00 D j M0 D Z hoz 0>o Zq G7 m zrm Z ni rm _n D -DC (n z C) N m 0 0 =� D �- U)00 2 LA m I x I mmr- -> D n �)m C m p yD (ten o0z (A � � trait m _ _ m1= 0 � (n � z v rc„ p � rn m O D Cr M O 0 x m m C (A o v z '1l In _ J c N O (D OD v v v v v v m crnz� z r� =1 Q <CZm1Z D O vv r -i* o mom o 0 O� m0 v Tm�= vz) z00 o -V-( mD cn m vwzD m z yr M (zn O-nmm rTi* a 0 <r zmc -� � 0 z 0oNo(Orn zmn rn o � r'DO1 6DO C4 t\) 0 mc � z n N O o < n m D D D 4 x z U) o oj�x m � Q (fin m rTl m v 0 Z f m X In N� O��Q v �r _ �mc3z N NCTI�CiD�-I a) vc z r� (crmrrr�� m O� =Z(n0 c- ;0 D CIO C< D O Om C < 4- Co u) -i z z Q m' ym:� m z N II ZZ1m 0 ioCID rm <v-+ N D 'm Z rTl r (n to > _ r (p c0 W F:P Z7 r m< m x rv� o Tt C7 (n m I ca >, r•n m 5 c z zN n r_ 0 -0 0 moo (n O n N 20 0 x03 N D 0 Z) c- N cu CEI Z m ZDm C) Z K r O C r<Tl^ -P ;10c_ . O r- -o X o Z UD zN p D 0 CA m I D r j mO O N v cn mL zc�z O O v 2 _? (n / Aq U.S. HIGHWAY #1 (1 58' R/W) O —-WEST R/W LINE _ w A/ ---r-- w ORIGINAL CENTERLINE -0; SOUTH BOUND LANE_ — ORIGINAL 66' R/W Lo oal_. .. _ /v oful _cn .... 12ti10 - -- - � �.F----��"—. » `t.U� OHE OHE OHE OHE t I V L � `•' / - O E OHE `` OHE OHE cn v, OHF AHE OHE 380.99' OHE__OHE OHE �— N 22'50'35" W 1853.38'C) n OHE28t.2—(M)------6033'(C)/� I ---------------T -- T© I 5 I `- I— I— _ I ao. o _ _ —� S �2'S0'35" E 462 X97' I I I '` L-------- --� �— I ----------�------i 0 r- — — — — — — — — — — — — — — — — — ^TI �® N.) cin � N1 20'52'24" W 327.65' (C) _ APPROXIMATE WESV LINE OF Ln 0 Z Oi x I _ `mom � -a Im c: 18 .00' I C.E. MCHARDY`;GRANT LINE m� _ 2653.79' (C) fTl rn 00 N J 0)v O I m R' 0 I D o m O r I I I r0+) cn Ip II �Do iN 0 I �I zO I 41'D N O 0�= = v; i� ``'� i ow�� I I om I 0Jm om _= O I°' I J m I c0 I �K v m m0z-q0m -0 -t' r � o i -z-+ I c) I u) m mm ® -+ o (nom Z Im v m i� < o Dcli n O c/) i D� I �. C) �X 4 00 U) IO "' U) I o r*t I co I > I ori m X eN po O M � v 0 c� r 34.74'- a�iva ' j C) N - i -- r Ln zrnD I i p ID o 'o 00�Z i+, r � D N rn n ¢ . m CD Z Z U) Irn .r, � 00 z m m z-0 m n m -Zi o z( n x r r rmr� < O 16 v 11.14' z 41 ` ;' O Z '...... X X I I �Oz-`'�'0 O= p �o NN I \ o z o °c3 c-zi m :W z C.) ---104.51__ 129.19 --I------ ,-- --- --- CA Z m i 1 Z _1 z oci, ' Z c r C m 0 Z Qo I w I D 0- I I i m z tc') f z I i Z , v m m z 0 0 z v 0 Z o z 0 Ln^ I C7 I z� 0� 179o Z,1 O O A D Z < Z z q f;0 -1 Z O M 10.31' 31.12' -- -r--- 138.97' I O O 0 co m O K K I '� U)) 0 0 > O SI r -� Z 5�000� Z _ I DSI R' I I z c m z D C m m l I I <. rr C) m TJ m ;13r I -z-I z co m rn -zi I I I I v OHE OHF OHE— OHE- OHE -o om -, z:xi lo,c) x 0;0' j I rNrrt� I I 1 c m r 0 0 -� (r a o z I I o .. I m 41 o m W---�--- -L ----- --------- 322.15' 175.4' N co a I mAO z _ (-9 �nz I -O m o N \ m O I I mo O m z_._ 0 rm- c g (G ® z •. 00 I I ° : z o o o o I I i N - N O< < C Cn 0 o 1pi °m (A f c) (n (n < o m0z-q0m -0 -t' r � TO�m O p� 011 o i I� u) m mm ® O __1> �v v m i� < m m O _i O c/) rrQ C �. .� C) �X � < "' U) Ln � .a co I O ori Z m m i) m v 0 c� r o c C) N - i -- r in ra c C) v) : m Elip o O p ID o 'o x � i+, r � D N rn n z-1 O Z Z Z U) .r, � 00 z m m z-0 m Im m -Zi o z( n x r r rmr� < M z c m m (n N C) O Z D X X I I �Oz-`'�'0 O= 0;0 -n NN v 0 o z o °c3 c-zi m :W z C.) D v CA Z m m CO m 0> Z z m Z c r C m 0 0 D 0- m I i Z m v m m z 0 0 z v 0 Z C vii z� 0� 179o Z,1 O O A D Z < Z z q f;0 -1 Obi O A z O 0 co o m k K K ^' U)) 0 0 > O m r -� Z 5�000� Z R' c z z c m z C m m I <. rr C) m v m ;13r I -z-I z co -Zi -zi 00 I -, m rNrrt� c m O z o .. I m N co a I I z (-9 �nz I -O o N tlPHALT N O z_._ 0 g (G ® z •. QEl ;;0 c/) O< < C Cn cri o o °m (A f c) (n (n < U r V) cn D(n G7 ¢ O D D N � 0 0 0 c r m D O 2 Fq M M Q Q m F r- z D �' D r -i* D r -i* z n, 0 m z� v g m ni r m co �1 m z G7 (n D 1N3W3Sb'3 ki lin A m '� �+ O= D � O 0 --I D>Qm { m r m D r< Z r cn 0 D rc = TQ Q o Z N (n � m m z 5 Q=QD mrm,, c (n CDO c")Q ;u ;0 O r 0 _i Z z> D m Z m ` z C Q D Z O Z N 00 SFl 0 zOX 4 (On \ 0 O z Z T O\�z > co O OX c)) O c/) p \ O CA J O � \ \ M N O N � Ci1 CD O O 0 ;(J 0 p m W N m D (A N L4 0000, (n m 0 _ � 0 rTlN Ln r- D Ln UT 0 CD Z O m �0 n m r- `/ ci C D J rr � f` Nwd (n m c m rN O .� (A ➢000 0 v+ -1 (0� - — — _S_17*0_'32" N m — — 926.14' (M No ZcIl TO CLOS oU) 1-9 0 co O cn Z C,r D v X I 0M r- I r m Oo o �J o � O Irn z II I 322.64'175.50' -t --- F-------------------- I I I I z I o � I •I I I m m I i I I I -0 -t' r � O p� 011 I G)m D mV) uz C O __1> z 00 _ _--- m m 0 0 co c/) � C m m I rzo C) �X � < "' U) Ln � 0 co I l 0 co O cn Z C,r D v X I 0M r- I r m Oo o �J o � O Irn z II I 322.64'175.50' -t --- F-------------------- I I I I z I o � I •I I I m m I i I I I o I Oo z m I z� i cn I P =0CA im 1lIIII I u-OV0)m IIII �I Z m 11.11 I m I Z (n m I 0 X 'I (n O <'< m .0 I>E`� ,°: I N m � � I •`�0 x I Ln I r O I ZI ��o u Z I z -� o i .,..._..... ._.... .. m~.m m O o o __.. _......_. D m _ cc r I I z 0 z 901 -0 -t' r � O p� 011 I co ^ D v mm C O 0 i (A I i I m 0 0 co m ; � 00 m m I rzo D � "' Ul I 0 co I I mom Z o I Oo z m I z� i cn I P =0CA im 1lIIII I u-OV0)m IIII �I Z m 11.11 I m I Z (n m I 0 X 'I (n O <'< m .0 I>E`� ,°: I N m � � I •`�0 x I Ln I r O I ZI ��o u Z I z -� o i .,..._..... ._.... .. m~.m m O o o __.. _......_. D m _ cc r I I z 0 z 901 rn -0 -t' r � O p� 011 I co ^ D v mm C O i (A I O � W m 0 0 co m ; � 00 m m I rzo D � "' Ul I co 0 06 mom Z m I 1 I aq o clp, q Dm _ o p N N W Z Z C) N - i -- r I I D m Elip o O r m .� 70 o Li 2� n m = I Im D 0 0 0 0C 0000 (n o m o m---------��-------jl Orn I I 2653.79' NN cp I I rn :W c., I i I C 0 Z m 179o D _u 0 co 0 0 > O S. m -� Z 5�000� O -. CID C m m I <. rr C) m I -z-I 00 I m O z I Ln co a I I 41 (-9 �nz I -O o N tlPHALT O z_._ 0 z Cn cri o o °m (A f mo 0m o14C — --------- (D CA 1N3W3Sb'3 ki lin ONd SS3803 / SS3�10NI 03SOdObd ; rn -0 -t' r � O p� 011 N X ? co ^ D v mm C w J O � W m 0 0 co m ; �. Xv 00 N—i rzo D � W III) C_ Ul O m co 7 N m nl m z zm co 0_q 00 mc: -cn Z (n(Do cD > N O � mz� -o z iy L C) 0 -{ C) EE TOP LN yo pa �FtlMs� I ' 1 3ONd�l 3 52 30NVH 1p D Ni�ON �3 � L. 8' WOO FENCE a' m Olz zm -0 -t' � . N X ? 0 D 00 C n -1 X 00 m ; Q 00 (2 = m D � W III) C_ Ul O m co 0 06 mom Z 1 azo`-� zuz aq o clp, q Dm _ o p N N W Z Z C) N - i -- r -r 801 D m Elip o O r m .� 70 o 2� n m = Im D 0 0 0 0C 0000 (n 0 z m---------��-------jl 2653.79' (C) —f cp rn :W c., �-lrtl� a'p-n N X � O z �Pcn m :Ez (a � C) ;u N K OR' 0 70 -P 0 Ti z _u cn 00 (0 (3) O a? 0 0 D r z Ut (n X 0 o m ooh CIO O�Z Lnz =a n m z .............. V -------------- zzzcn V O�cn OO A w (yT�7 x OON GO o m c NNN;u ouni•P ZO wooNw 5 f::Ernm vn jO ao miroN 00 m NR �co?"az 0 Ln L9 2Z6 :3 „O l,� 1.1 Z S o o Z onx 1 m OM m rn \ Z r -j o ra 0 O z X N I 1 z m m r f*1 c -pfm o Z Z �,'0 - I ` f:.`i 0z o Zq Z O (� C% �- I I io -0 z D �'., 0 t, 1 cnr ^?aux II = D ST, m o m M =— O 0 —_ _— - II � ,'' G 4; : �- 2653.79' (C) ............ I ro o m('. '.� z41 Z M PART OF D I, o P� X a LOT 22 N t- z 1 O _v (TYPICAL 2.5' CONCRETE SEAWALL) O O — _TIDAL CREEK1 t2.74'�, -0 ----- S 17°01'32" E 926.14' (M) _— CD Ln r/ .� , c,(00 U 2 TO CLOSE SURVEY MARSH ISLAND' — `n D zm� :3 D O „01'81..ZZ S o o �: m =_ APPROXIMATE —`'"— `06 ��� a D � � z SHORELINE CJS o o m 0 _ ^ O Z BEFORE `- N r C) v DREDGING O o (A mz m= (� !) O_ mD M O mm zOm O o CO D o O (3AOO 3snOH>iI88) m Z Hi8ON �13APJ NVIGNI D N� r � rN z O m 0 -0 -t' . N X ? (n A Z I W III) C_ CO co 00 H �r T08 `�`' �� -. Z 1 azo`-� ^ aq o clp, q Dm '�`f N N W Z Z C) N - i -- r -r 801 m Elip o O mm.. �..'' .� $�m� m ( m 0 0 0 0C 0000 (n OR' 0 70 -P 0 Ti z _u cn 00 (0 (3) O a? 0 0 D r z Ut (n X 0 o m ooh CIO O�Z Lnz =a n m z .............. V -------------- zzzcn V O�cn OO A w (yT�7 x OON GO o m c NNN;u ouni•P ZO wooNw 5 f::Ernm vn jO ao miroN 00 m NR �co?"az 0 Ln L9 2Z6 :3 „O l,� 1.1 Z S o o Z onx 1 m OM m rn \ Z r -j o ra 0 O z X N I 1 z m m r f*1 c -pfm o Z Z �,'0 - I ` f:.`i 0z o Zq Z O (� C% �- I I io -0 z D �'., 0 t, 1 cnr ^?aux II = D ST, m o m M =— O 0 —_ _— - II � ,'' G 4; : �- 2653.79' (C) ............ I ro o m('. '.� z41 Z M PART OF D I, o P� X a LOT 22 N t- z 1 O _v (TYPICAL 2.5' CONCRETE SEAWALL) O O — _TIDAL CREEK1 t2.74'�, -0 ----- S 17°01'32" E 926.14' (M) _— CD Ln r/ .� , c,(00 U 2 TO CLOSE SURVEY MARSH ISLAND' — `n D zm� :3 D O „01'81..ZZ S o o �: m =_ APPROXIMATE —`'"— `06 ��� a D � � z SHORELINE CJS o o m 0 _ ^ O Z BEFORE `- N r C) v DREDGING O o (A mz m= (� !) O_ mD M O mm zOm O o CO D o O (3AOO 3snOH>iI88) m Z Hi8ON �13APJ NVIGNI D N� r � rN z O m 0