HomeMy Public PortalAbout120_021_ Variance-City & Leonard-Polk St ROW & 318 Polk St 2of2 CC-11 12 96.48'161 69H I T30.B5 1 611 699''I N 78106104"W I C1D24 157"
CA. GRID NORTH
D.N.R.DELINEATION LINE(DATED 7/22/10)
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ar ht.' A.
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EXISTING CONCRETE \\\ q "59/ 'J" A LL W l-.■ O w
BLOCK RESIDENCE x. 'S� o-y' L O T 6 Q
G? ry - �y -.. Ui y ,.. MARSHLAND TRACT BLOCK 17,GARDEN WARD O w O A
WOODBINE AVENUE, BLOCK 4 GARDEN WARD 10 o
` 0 wv. %\p00 \\A `9 . N/F WILLIAM A DOWELL N/F WILLIAM A DOWELL D:m O N/F CHARLES B.KICKLIGHTA W
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'0t-' ,6o- y? I e' -o-y o-� i. ��' .A. a 0 2 BENCHMARK D.B.245R-699 G
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ry 0 00 I Q T 0i i• k' 4 3 / EL. 4.47 NGV029 D.N.R.DELINEATION LINE O
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'! y 0 1 }N 'I" � R .L a.. •^y ,F� ' • Rn a� .MN JL. s6 "• .,- n " L y y& i
UPLANDS EDGE OF SEA OXEYE J.. .y, / "�" D DIRT £ N' ''L • • °+ / \ MAIL BOX
` yy' yy) 0.E 1 /..CL 1 /1ay6 i -"k..V__ TRAVELED WAY '—__---.__ ` 3., ,y1b '� _ _ a ____.-.�n^ yr ..Ty?B�y� ,y � yA ,'l JF�.'..�h"^y tii l• p/ 3•
MARSHLAND TRACT . •y it. \P -____ _ \+ ". _ --.A
N/F MICHAEL E.&KAREN R.LEONARD "/nti. 7 ` „2, -.,__- �-w--y b y P O L K aAS T R E E T s0F9 604 RA/ S DIRT TRAVELED WAY \ yy b _-- �-S y ,�' _ '.`�N i 9' ___-_-_--I~.____ GRAVELED _TRAVELEDWAY "\5h • 64 ii� h3 q, A,p�/. S. x h� JY,. NR'y� 411. JV J1,. NM Jilt. ppa n,�• 4. . 6 Tny6 kpy9 Y i. ry' JW JYI np•• JL i �...6gp t
1�/+ "'il. ' - • U L PT A} YL y ` y JYL % ' JN 0�'"O Y y^R} F .L aL. y .4G Y� K^x .,1. y NN WATER VALV .—.-A, 4• 4
i.
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J" ,�0 k0 Nv i )J _ P " J-4i P a.. h P ' R ` J ti /:�
C.M.F. ,` GRID N:736362.88720 Je. JJ. p= . P 0 P _ __ __ 3_ I n a.. �T _7 9 ,I' / 3
i,/ 132.25_ - S 0` 2'41`W J \ 356.17_ — ,.y,- -_ A�. -_ A. ,y,- f-5 04'54'Ofi"W JOVE N 12535 I S 952T25'/W RB5 /
POYIER POLE(Tl'PIGL aL k a JIL, /, '" d 4. A:° _
GRID N:736717.7382 WIRE GRID Et81.fi1W BENGHMARK G164tT.04826 ' a''
TOP OF C.M.F.
Z EL. 5.00 NGVD29 h ' y
• W
L 0 T 12 Z00°wo oh. a
CASON SUBDIVISION O a x s PORTION OF LOT 1 PORTION OF LOT 1 PORTION OF LOT 1 y0
N/F JAMES KELLY KIDD <m Lur CASON SUBDIVISION CASON SUBDIVISION CASON SUBDIVISION A O O=S SEE RN SIzN
U Q r N/F JAMES KELLY KIDD N/F ROBERT T.GRISSOM N/F LOUISE SASEEN A'
MAUREEN GALLAGHER w & & ,�y S 0
D.B.2420-390 II ��<� MAUREEN GALLAGHER CHARLENE G.GOMEZ y"4`" ����y^
C D.B.242H-390 D.B.163J-370 Q 6r, e yJ 2 a
ZO" \�o 3?N m7
W Q.cPy"e'a
Z n-
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C.M.F.
REVISIONS
NO. DATE DESCRIPTION BY
SHOW ADDITIONAL ELEVATIONS AND DNR
1 11/23/10 DELINATION LINE ON LEONARD PROPERTY BBBJR
2 3/27/12 BECTON OF D.N.R.LINE ADDED AS DIRECTED BBBJR
BY,IONN WYNN OF THE D.N.R.
STATE OF GEORGIA
CHATHAM COUNTY
REFERENCES: BOUNDARY & TOPOGRAPHICAL SURVEY OF A PORTION OF
t.PUT OF A RESURVEY OF PORTIONS OF BLOCKS THE COORDINATES SHOWN ON THIS PLAT SPECIAL NOTE:THE SURVEYOR RAS MADE NO ATTEMPT TO LOCATE ANY TREES OR POLK STREET SOUTH OF U.S. HIGHWAY 60, LOCATED IN
1405 18,GARDEN WARD BY WRIGHT C.POWERS
933 DATED 7/31/63 ARE BASED ON GEORGIA GRID COORDINATES UNDERGROUND UTILITIES ON OR ACROSS THIS SITE.THE UTILITIES THAT ARE SHOWN
2.PLAT OF REMNNING PORTION OF LOT 1 k ALL EAST ZONE(NAD 83) 1994 ADJUSTMENT. WERE ABOVE GROUND MO WERE IN PLAIN SITE. GARDEN WARD, TYBEE ISLAND, GEORGIA.
OF LOT 2,CASON SUBDIVISION.DV H.M GARMPNY
DATED 5/24/64 MD RECORDED IN P.R.B.P-130. FOR: CITY OF TYBEE BEE ISLAND
3.PUT OF CASON SUBDIVISION BY S.P.KEHOE,JR.
C.E.914 DATED a/12/46 AND RECORDED IN E.O.C.FIELD 1/65.902 GEO RO/4 / DATE OF SURVEY:MAY 31, 2006
P.R.B.H-132.
4.PLAT OF PORTION OF LOT 8 AND ALL OF LOTS <ERROR/POINT T,ST,,
9-12.CASON SUBDIVISION BY BERT B.BARRETT.SR. , 1 DATE OF PUT: MAY 31, 2006 REVISED NOVEMBER 23, 2010)
R.L.S. 1239 DATED 6/20/92. EDJ.METHOD NONE /
5.PUT OF LOTS 4,5&6.CASON SUBDIVISION BY ED.D.PLAT 1/96,995 2. SCALE:1 25,
BERT B.BARRETT.SR.R.L.S. 1239 DATED 5/9/88. TOTAL STATION GEODIMETER 610
6.PUT OF LOT 7&PORTION OF'LOT 8,CASON Lt GPS UNITS PROMARK 2'a /F
SUBDIVI SIGN BY VINCENT HELMLY R.L.S. 1682 /yAi't 7 O' 25' S0'
DATED 2/25/82. 'P �1•
6 BARITE' BERT BARRETT,JR.LAND SURVEYING,P.C.
145 RUNNER ROAD
SAVANNAH,GA. 31410
(912)897-0661 PROJECT\01276-3 PDF 3-27-12 5:00:09 pm EST
THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS
DRAWING ARE THE PROPERTY OF DAVIS ENGINEERING, INC.
�GR°D NORTH ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF
THIS DRAWING WITHOUT THE WRITTEN CONSENT OF
DAVIS ENGINEERING, INC. IS NOT PERMITTED.
Existing Conditions Lard City Thad •
Non lur•iidirlic.nnl Rn:Itl.::ry 0.01 :1147 II tl.01 :It/r5D II &Off arigri ff
J u•I;clictlonal Dirt Rc.id.vay 0,02 ac's 1 It 0.11.c/376 If ai3 KAM if..
lurisdictioinl Gray(I Rc dway 0.0 ac/0 If 0.05 ic?13.1 If 00500,5►iF
Total Rondwny 1 0.03 ac/141 If I 0.17 ac/580 if 1 0.20 ac/721 If
PROJECT AREA (LEONARD'S)
,„ 0.10 ACRES
...."--.., ° A< A` D.N.R. DEUNEATION UNE
..i.. A. (DATED 3/27/12) DIRT TRAVELED WAY ON DIRT TRAVELED WAY ON GRAVELED TRAVELED WAY ON
LEONARD POPERTY
., A` CRY PROPERTY CITY PROPERTY
• (Ni Es
EXISTING CONCRETE 4 \\ i4 a PROJECT AREA (CITY OF o N.
BLOCK RESIDENCE I TYBEE) 0.83 ACRES Q
,!� .6. 'A. BDIDYNMf �Z
-49 • //n 4.47 Min zW Z M/o
C3 4P / A< r ° a ° a r / O `C)
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DEUNEATION FLAG �'� 'r. A. A. MR Agm�\ -t`;a. r,S.i- ®/�"` L. �r.�� /�Li
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s A. A. s A. A. A. a _
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A. V. A. , A. i
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i A. aL A. g A. A. A. A. A. A. P A. d A. ► 4Y. P ► P A.
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am tea, ; ON=1
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DRAWING INDEX
SHEET NUMBER DESCRIPTION
P1 EXISTING CONDITIONS
P2 PROPOSED CONDITIONS
C2 POLK STREET SOUTH 2010 MAINTENANCE
C3 POLK STREET SOUTH 2010 MAINTENANCE
C4 POLK STREET SOUTH 2010 MAINTENANCE
C'J�'O R'4 C6 GENERAL NOTES
NOTES DETAILS
Al 12-17' DISTURBED AREA ¢�� Fa * -
pp,14912 THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF
f %s• PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
I_8-10' LANE ��x� PRd g�N '
C` �r C Ne. " REVISED: 07/19/12
CR" REVISED: 10/19/11
EXISTING TYPICAL SECTION POLK STREET SOUTH MAINTENANCE
(nts) EXISTING CONDITIONS
A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80,
LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA.
FOR
THE CITY OF TYBEE ISLAND &
MR. & MRS. MICHAEL LEONARD
DAVIS ENGINEERING, INC.
PO BOX 1083 11YBEE ISLAND. GA 3132E
' 80' PHONE 912-08E-7282 E—MAL: DKDBUSO0WL.00Y
DRAWN: D.S. & B.B. JOB NO: 2060700D o4
GRAPHIC SCALE DESIGN: D.D. DATE: 07-06-12 IP1
THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS
DRAWING ARE THE PROPERTY OF DAVIS ENGINEERING, INC.
cA �i1. N0R1H ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF
THIS DRAWING WITHOUT THE WRITTEN CONSENT OF
DAVIS ENGINEERING, INC. IS NOT PERMITTED.
Proposed iCondltiions Leonard i ow Total
Non IuliciJirIional(;r,ivi•IRe...111:v.w 11.l1),u.;J7I( 0.01 .H.;r.0Ii , 043
JuricdllcticrviI Gravel P..iclwny(Improved! 0.01 ac.15.1 If 0.15.tc13771f ...20114473 if
Jurisdictional Gri':r.I Flo:id:v.1y(Unchanged) 0.0 ac/Olt 0.05 Ac/15.1 It 0.05 VAN If
Total Roadway I 0.06 at'141 IF I 0...n ac/S83 IF an aef724If
Net increa ee/Imprict Average Height CY of
_ __ Fill_
Fn.i:l Fool Frirll Wilhiti
Put kdie.lie'Irl(I r•r)nard 11.111:u.i9•1 If 0.01 Ac./91 If Q.il?:u,/f Ii 13.
a
Property)
P
a a A' D.N.R. DELINEATION UNE Rn,iul Foot mini Ltiilhirl
a DATL 3 27 1 V Jurisdiction 0.1oac:510 If u..21 i:i5JJ If 0.115 ac i3 2... 762
.........44
�` ,4.,‘,118,`•
Total $ac/�41f� ( 0. S 21t 629If I 0.07 acf3 If I N/A 93S Ri
0 ��` a la BEaoileAibc �?
��G, �� ` • a.4.47 11,34X0 W_Z O
co a ��� a '► + A. a a a ° a a 0
a a ° a N . _Y._ a a a a a a a g ' N 007771,t— till. `
D.N.R. a �� `.`�Y .. a A.
DELINEATIN FLAG .� , cwtwomao\- -- --------------- — --- -------------- ;",=?.;, e� .r i1 a. a�.-. Lll
A.
A. A. a ♦ ♦ a _�Q
:a T
a a a a ° a a a , ~ �l
a a " a. a '` . a , ° '
a. a, etinsno aalaPr WC d+naU a a a a a a a �' —C7
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a a a a a a a a aW. a .4,. P A, d .. P a P r . P ,
car. .'.3'. a .-.".-" ^ / .. : J4. JY. ,g, a .•.• ::.1: ."- :: ,^a
OM IQ 73534205720-/' /Of111O[cn j" ;` a a. / �' a a a A. -/ ( /
MD a ia3srnet7a wA70 aye I/-'Q
PIN R
THIS SHEET TS ONLY A PORTION OF THE COMPLETE SET OF
I12' PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
1.5
114(} V r4 REVISED: 10/19/12
T✓ REVISED: 1 7/19/11
Ity7 1.5:1 SIDE SLOPES Oe\STEF * POLK STREET SOUTH MAINTENANCE,
No.i4912 PROPOSED CONDITIONS
21.45' MAXIMUM DISTURBED AREA j1. i/.
x ��FE A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80,
LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA.
, THE CITY OF TYBEE ISLAND Sc
PROPOSED TYPICAL SECTION _ K•ur' MR. & MRS. MICHAEL LEONARD
(nts) DAVIS ENGINEERING, INC.
PO 8001 1863 TYBEE ISLAND,, OA 31328
6 —.10' 80' PHOiE 812-686-7262 E-MAIL: dKDBUSOOMAL.000
GRAPHIC SCALE DRAWN: D.S. & B.B. JOB NO:2060700D I
DESIGN: D.D. DATE: 07-06-12
BOUNDARY & TOPOGRAPHICAL SURVEY OF A PORTION OF THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS
POLK STREET SOUTH OF U.S. HIGHWAY 80, LOCATED IN DRAWING ARE THE PROPERTY OF DAMS ENGINEERING, INC.
GARDEN WARD, TYBEE ISLAND, GEORGIA. A.GRID NORTH ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF
DATE OF SURVEY & PLAT:
BY MAY 31, 2006 (REVISED NOVEMBER 23, 2010) REFERENCES: THIS DRAWING WITHOUT THE WRITTEN CONSENT OF
BERT BARRETT, JR. LAND SURVEYING, P.C. DAMS ENGINEERING, INC. IS NOT PERMITTED.
145 RUNNER ROAD 1. PLAT OF A RESURVEY OF PORTIONS OF BLOCKS 4. PLAT OF PORTION OF LOT 8 AND ALL OF LOTS
SAVANNAH, GA. 31410 14,15 & 16, GARDEN WARD BY WRIGHT C. POWERS 9-12, CASON SUBDIVISION BY BERT B. BARRETT, SR.
(912) 897-0661 R.L.S. 933 DATED 7/31/63. R.L.S. 1239 DATED 6/29/92. RECEIVED
PROJECT\01276-2 11-23-10 2. PLAT OF REMAINING PORTION OF LOT 1 & ALL 5. PLAT OF LOTS 4, 5 & 6, CASON SUBDIVISION BY C
9:23:32 am EST OF LOT 2, CASON SUBDIVISION, BY H.M. GARMANY BERT B. BARRETT. SR. R.LS. 1239 DATED 5/9/88.
COORDINATES SHOWN ON THIS PLAT DATED 6/24/64 AND RECORDED IN P.R.B. P-130. 6. PLAT OF LOT 7 & PORTION OF LOT 8, CASON (p-—7-I S'
THE C
ARE CASED ON GEORGIA GRID COORDINATES 3. PLAT OF CASON SUBDIVISION BY S.P. KEHOE, JR. SUBDIVISION BY VINCENT HELMLY R.LS. 1882 W
EAST ZONE (NAD 83) 1994 ADJUSTMENT. C.E. 914 DATED 4/12/48 AND RECORDED IN DATED 2/25/82.
P.R.B. H-132.
SPECIAL NOTE: THE SURVEYOR HAS MADE NO ATTEMPT TO
LOCATE ANY TREES OR UNDERGROUND UTILITIES ON OR
ACROSS THIS SITE. THE UTILITIES THAT ARE SHOWN WERE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA
ABOVE GROUND AND WERE IN PLAIN SIT. C-1 2496.48' 61.69' 30.85' 61.69' N 71'06'04" W 01.24'57"
SHEET C4 SHEET C3 SHEET C2
\ "� ,� ` D.N.R. DEUNEATION UNE
° .E 46 (DATED 3/27/12)
. "4►
p/ii . Z
�/4y
4114440
BLACK RESIDENCE Zn4ij4j/,,,..///y!y// : i I LOT 8 Wi I �\
bnr N niyyy/ Y. =MIA KIM g.,17,CAROM A°�°Q1000LL Yf< ' �iiome�e AVENUE.CLOCK t a WARD W r,.�
/ ynHU u\ .. 1.. I I I WO..A� ""°�; r _,w
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AIL AL.,t at a, ;iii, ____..r y/ i A, AL a r A. J► d,r't .:; ,y4 �-n4 —,—.—-
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AL A.DELINEATION FLAG r` . uivi,.;., J° " A. i /v 1 (/�
n/m//////n/y/ '•d///in/hmij ////////////////////N//ft//1/1111//p/gy/////////R.G/..G1!//i'n/M//.:+ 'S'GY////HO//h well,::e,1 /NJ/n//u/u/////N//--_/!/M,/a/I �7-?57:1•7:77-07:777.r:17:77',57,14,- Thy 1..,...e...:,...h.„,.. "d` AL /. 14.1
YNaLNO 11 P. y, a► _ /////H/H///O////////////H/d//O/////!//H//pHN/////////O///H/H///H////N////////////!/////O/O//H/H//d/OH///i////O/OH//////N/1N /.. •./,•,•�/////JNIr.•.. ••t'�� ■•1 ;.,�,. — —
1(/►=NM L!IDIBI R=NM ___ _ Ak ,Am� niY•a�111� - A. i. +• ."_ -�LL --a—,.L����.Lr��� .' !^
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AL 1 a4 Y r4 4. s1, .A. 414 ' d. Al ♦ I—�■ P a4. p P—/A7----,
olio 1 qqq 1 CJU alga °n R /�
7�. • PORTION OF LOT 1 / SUMMON
I .� ,.
CS FOR 1 mm p
CASON PORTION F LOT WV MART L awl ga Q�CIALLIONER
11/F 401113 MAX NOD
PORDE 0.MU
DA SEE SHEET CS FOR I nil I Da�'x21a10 / 0 / P,A3Gl SUBDIVISION / ?9 tl /
�I �.�.�
TYPICAL ROADWAY c e.
CROSS SECTION DETAIL DENOTES OMITS OFD d�a' �
,,,J NEW GRAVEL PAVEMENT
PRIOR TO BEGINNING ANY CONSTRUCTION, DIRECTIONAL BORING, MECHANIZED UTILITY WARNING
EXCAVATION, CLEARING, GRADING, EXCAVATION, LAND DISTURBING ACTIVITY ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM HELD
OF ANY TYPE, ETC... NOTIFY THE UTILITIES PROTECTION CENTER AT SURVEY INFORMATION OF VISIBLE ABOVE GROUND FEATURES. NEITHER THE THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF
THE SURVEYOR NOR THE ENGINEER GUARANTEE WARANTY, CERTIFY ETC....) PUNS• ONLY COMPLETE SETS OF PLANS SHALL BE USED.
1-800-282-7411. NOTIFICATION MUST BE GIVEN IN ACCORDANCE WITH (
GEORGIA LAW. THE TICKET IS GOOD FOR THE DURATION STATED BY THE THAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE INSTALLATIONS
UT1Lf11ES PROTECTION CENTER. IT SHALL BE RENEWED BY THE CONTRACTOR AS IN THE AREA, EITHER IN SERVICE OR ABANDONED, ARE SHOWN. NOR DO REVISED: 07/19/12
NECESSARY FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL BE THEY WARRANT THAT THE UNDERGROUND UTILITIES AND OTHER REVISED: 10/19/11
LOCATIONS OF FOR COORDINATING WITH TORITY ALL BE RS FOR N FIELD THESSURRVEYOR IMPROVEMENTS
MADE NO SHOWN ARE ATTEMPT TO LOCATE ORTSHOW�ELECTRIC, GAS POLK STREET SOUTH MAINTENANCE
LOCATIONS OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTION OF UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL TELEPHONE, CABLE OR OTHER UTILTES OTHER THAN WATER, DRAINAGE AND KEY MAP
BE RESPONSIBLE FOR COMPLIANCE WITH THE 'HIGH VOLTAGE SAFETY ACT"
NOTIFlCATIONRPROCEC LIRE SHALL BE THE VOLTAGE ASPOWER
STATDLINES.
ABOVE THE IN THE C? ORG`
�, toll �, A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80,
EVENT OF DAMAGE, THE CONTRACTOR SHALL CONTACT BOTH THE UPC ANDb�STER�rQ LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA.
THE AFFECTED UTIUTES. ALL NON-EMERGENCY WORK SHALL BE HALTED I WV FOR
IMMEDIATELY UNTIL THE DAMAGE IS REPAIRED TO THE SATISFACTION OF THE 1-800-282-7411 / N�•Jr �� THE CITY OF TYBEE ISLAND &
UTILITY OWNER AND ALL OTHER GOVERNING AUTHORITIES. OR 811 MR. & MRS. MICHAEL LEONARD
NO WORK SHALL BE DONE IN THE POLK STREET SOUTH a �t �A� DAVIS ENGINEERING, INC.
R.O.W. WITHOUT ALL REQUIRED APPROVALS AND C PO BOX 1603 TYBEE GA 31326
�� _ ISLAND.
PERMITS �OTF�ALL
IN�GOVERNING�AG�ENCIE�S,,�AUTHTO�RITIES, O' 40' eo' PHONE: 912-008-7202 E-MAIL: COM
BOD FE'sp..OF TYBEEN CHAl1HAMOTCcop ETC... I 1 11.1 Its , —
1 i h 1I1 DRAWN: D.S. & B.B. JOB NO: 2060700D
GRAPHIC SCALE DESIGN: D.D. DATE 07-06-12 I Cl
EN
w ' GRID NORTH L \
\ N Y
w'�
ARD O > w ALL OF LOTS 19 & 20 & PORTIONS OF LOTS 9, 10
Z Q WOODBINE AVENUE, BLOCK 14, GARDEN WARD W \ �°
0 Lv 0 N/F CHARLES B. KICKLIGHTER • - 4,
BENCHMARK D.B. 245R-699 �u
L. Ct m
o x O TOP OF C.M.F. 7 7 O O
g° 0 EL. 4.47 NGVD29 L W L o
III n
3 ° /
356 25' ci _ A N 05'27'25" E -- 139.99'
1 , .. ; a.. ,111, all, �� 0
~ A,_ CENTER LINE OF 1 III, / ..).---- _
I,I'' a1'
MAIL BOX EXISTING ROADWAY
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Ali, Ali, MI, ■G
,■11, J `
111, 11- I,II, WATER VALVE
,111, all, a11, -. � ,; Z _ .. ---
.111, A Q-,Ili, P .111, P P 1, 1 P 111, Pall,
8
111, S 04'54'06" W A m AL 125.35' r --- S 0577'25" W R.B.s.° 2,/,-
1,Il d11, A,
GRID N: 736717.7387
14V \
GRID E: 1063412.04826 GUY WIRE \ \
O 0)
ogyp? o � s�
�� J v �p
PORTION OF LOT 1 O� a� k 4v m
CASON SUBDIVISION c� O �p t'�∎
N/F LOUISE SASEEN Q J /
Q ' M °q r O �a THIS SHEET IS ONLY A PORTION OF HE COMPLETE SET of
Q
PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
(Z
\z< POLK STREET SOUTH MAINTENANCE
A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80,
C, OROLei LOCATED IN GARDEN WARD TYBEE ISLAND, GEORGIA.
s.
440�� k-4) * THE CITY OF TYBEE ISLAND AND
+�►o � , MR. & MRS. MICHAEL LEONARD
Ai' i
30 0 30 80 Ai%/it.4i.FIVGAtO' P-
K.01'''ofessl0tdAL DAVIS ENGINEERING, INC.
PO BOX 1663 TYBEE ISLAND, GA 31328
PHONE: 912-695-7262 EMAIL DKDBUS®GMAIL.COM
shost
GRAPHIC SCALE — FEET DRAWN: D.S. & B.B. JOB NO:DESIGN: D.D. JOB N0: 2060700D I C2
GA. GRID NORTH
L 0 T 6
iE SOUTHERN MARSHLAND TRACT BLOCK 17, GARDEN WARD
OF TYBEE N/F WILLIAM A. DOWELL N/F WILLIAM A. DOWELL
THESE PROPERTY
)F THE PROPERTY 2 ROWS TYPE "C"
15LF CLASS IV R.C.P. SILT FENCE (TYP.) u_
TOE OF 19.35LF CLASS IV R.C.P. 0 Y
BURY IN EXISTING GROUND BURY IN EXISTING /' �
SLOPE GROUND TO SPRING ��1 7.)
`! (1YP.) — TO SPRING UNE (HALF BURY). ,I,, 3
all, all, UNE (HALF BURL.
all, all, III,
88.39' c ail. N 04'54'06" E —� .111,
o p TOE OF OP FF
' ` '!-TRANSmON TO ',!'' LOPEF all, TOP OF ` `II SLOPE S OUl$ER '! • • ..
Imo_ _ •TURAL GRADE. �,, .) SHOULDER all, EDGE OF (TYP.) J ' . -
-- ` all, 1.5:1 SLOPE (TYP.) ') all, all, Dom' LANE all,
. 1, vim._ — —_.. - --- . -- — ------- -- ----- =---- -- -- AIL 1I •
°v. //J�71�'. /,i/ / — _ _ g-- �•...
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_ / /,tlilery7'Ty! ; !r Y //////////// . // / • / . . • / / / . .
.II, ------ _-----All r / r / i /: /. ii. i :/ :/ i. /. iii / r / r i. Syr !may/ r / /
�i EDGE :OF i'— Th, zlr, s4tr-- i ---- --- —--— r----------- ---Ti- ------ ---__________ ===m °_
DRNE .LAN P J� EDGE OF �I' pP
�•) all, ' TOP 0 / DRIVE LAN , OU ER
_ .\�I, ,,II, pE pF •) TOE OF all,
LZ •Ili, ,!,, SHOULDER LOPE ,,II,
(Np,) P NP.) ,II, P OVERHEAD P• . R LINE (TYPICAL) SLOPE
P jY P
i, ci ' ',II, Q� ali, P all, i, ,
VI" W ,,il, 356.12' ail, , �, ,1il, ail, ail,
TRANSmON To 7 I,,
NATURAL GRADE, POWER POLE (TYPICAL)
62'83720 BENCHMARK 1.5:1 SLOPE (TYP.)
81.6' 704 o LLl
TOP OF C.M.F.
< 0 EL. 5.00 NGVD29 PORTION OF LOT 1
z z PORTION OF LOT 1 CASON SUBDIVISION
O O 0 w CASON SUBDIVISION N/F ROBERT T. GRISSOM
Q 0 Y i a°, TOE OF SLOPE IS N/F JAMES KELLY KIDD &
CD Q >-_"I LIMITS OF WORK & CHARLENE G. GOMEZ
I m Q= MAUREEN GALLAGHER D.B. 183J-370
3 L� Q Y d- D.B. 242H-390
O ZN
i0 Z M
O Q¢ THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF
I— M PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
O z
Z ° ► ) oRGrq POUC STREET SOUTH MAINTENANCE
44, O * A PORTION OF POLX STREET SOUTH OF U.S. HIGHWAY 80,
No,.4gi2 �� LOCATED IN GARDEN WARD, TYBEE ISLAND. GEORGIA.
46/
�RO� 1°�'A`' THE CITY OF TYBEE ISLAND AND
C.M.F. rcl ACCT MR. & MRS. MICHAEL LEONARD
K.D�' DAVIS ENGIId�TG. INC.
30 0 30 60 PO BOX 1663 TYBEE ISLAND, GA 31328
- - I — PHONE: (912) 695-7262 EMAIL• DKDBUSOGMAILCOM
DRAWN: D.S. & B.B. 07-06-12 sheet
GRAPHIC SCALE — FEET DESIGN: D.D. JOB NO: 2060700D I C3
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POLK STREET SOUTH MAINTENANCE
Gd. GR[D NORTH
,� D. N . R. D E L I N EAT I 0 N LINE ,,_S,0 R G�o A PORTION of POLK STREET SOUTH OF U.S. HIGHWAY 80,
111, $TER * LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA.
= p
,,, ' (DATED 3/27/ 1 2) No.1gi�r/•. THE CITY OF TYBEE ISLAND AND
UMITS OF '`�'' WATER LINE ACCORDING TO FLAG h
_ ! so MR. & MRS. MICHAEL LEONARD
WOR \A NATURAL GRADE. PR C1 it,0 DAVIS ENGII G. INC.
'� 1.5:1 SLOPE (TYP.) K.101. PO BOX 1663 TYBEE ISLAND, GA 31328
0s . - „. PHONE: (912) 695-7262 EMAIL: DKDBUS®GMAT COM
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• ,•.A��?..,4���°° d11' 1`11' EDGE OF DRAWN: D.S. & B.B. JOB N0: 2060700D C4
/. . _y DRIVE LANE DESIGN: D.D. 07-06-12
.•, / q�,� ° TYP.)
X I ST I N G CONCRETE � ' '' "' A 'i1 THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF
V/ ' I4 PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
3LOCK RESIDENCE °��,,, %/ �,,�����,'° `36y ♦ MARSHLAND TRACT
°� �q'�1,// , °, ° °\6) . ,11, ESE PROPERTY UNES ARE THE SOUTHERN
W �/ / 1 •
UMITS OF WORK BY THE CITY OF TYBEE N/F WILLIAM A. DOWELL
°� / ail, IS • OF THESE PROPERTY
/ °°°;�` — •-',=1 OF THE PROPERTY
Ow—�/�� TOP L ....„ . / . be 0S0 gPRING UNE (HALF BURY). 1 .35L
��V SHOULDER // 4•°" ' • p ° TOP OF TOE OF
(TYP.) i1' ° u,. ///. ,�� • ,Iii, SHOULDER SLOPE B��SP
J °°° ,, °° °°° _. ,111, 4 ,111, ,111, N
♦ °
°° 00 d m
Ali, a ,,�, a1, >>. iii ° w°�/// / °. :.s. N 05' 2' ' " E 88.39'
111, a11TRANSRION Ti 1,11, DR` OF E °`°`°° /t\� ! r�_
1,!1, = NATURAL GRADE. 1�, Np, °° gr�,- �' /. x ,
1.5:1 SLOPE (TYP.) ( ) 111, °y '�N� / % .
D. N . R. 11, 440,„d / r •n
111, �A• °'S // // 6� .e
DELINEATION FLAG .111, '38♦ a• ° __– _ = - /; � '. r �';'
TOE 0- di, ^ a� ___, __ i /// / /_- /y / '/' ./ : - 4JI -
SLOPE TOP OF - ___ ..,. � / / i t ///.
MARSHLAND TRACT (TYP.) Ti I,li, _____ / / .//. / /.
N/F MICHAEL E. & KAREN R. LEONARD —
,111, all,
,.�� all, ,111, EDGE OF
AD ` 111 DRIVE .LAN
•SP
1, 1
�Q) 1,II, •) ,111,
` Ili.,_ u:1,j1, 1,11, TOE OF c
TOE OF SLOPE IS 111, 1,!'' a�1,SLOPE ,!'' 111. ° 'L `�!!
UNITS OF WORK C.M.F./'-
-
132.25' — S 0512'41" W 656.
GRID N: 736362.88720 BE CH
GRID E: 1063381.61704 o W
N TO' OF
a' Q II EL. 5.0
W
Z Z
LOT 12 O0Y=o°n
CASON SUBDIVISION U Q I-,.„.r�'
N/F JAMES KELLY KIDD CO w<N
& 3 L� Q Y
MAUREEN GALLAGHER io 0 (/)w N
30 0 30 60 D.B. 242H-390 r) Z m ct m•
LO 0 aa°
°0 IX- Z
GRAPHIC SCALE — FEET Z °ro
o
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THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS DRAWING ARE THE
PROPERTY
DRAWING WITHOUT ENGINEERING,HEWRITEN CONSENT DAVIS ENGINEERING, INC.
THIS STABILIZATION & EROSION CONTROL:
IS NOT PERMITTED. STABIUZATION WILL BE BY THE STONE SURFACES. THERE ARE NO VEGETAVNE
STABIUZATION METHODS PROPOSED. WORK WILL PORGRESS WITH THE SEQUENTIAL
PLACEMENT OF STONE AS THE FILL REACHES THE SUBGRADE HEIGHT. NO MORE
THAN 50 UNEAR FEET OF ALL CAN BE EXPOSED AT ANY TIME AND NO MORE THAN
20' AT THE END OF THE DAY. AT THE END OF EACH WORKDAY EITHER THE
UNFINISHED SURFACES ARE TO RECEIVE A 2' LAYER OF #57 STONE (TO REMAIN IN
PLACE) OR 2 ROWS OF TYPE 'r SILT FENCE MAY BE PLACED AROUND THE
UNFINISHED ROAD SECTION. THE SLOPES WILL BE A COMPOSITION OF 90% #57
STONE & 10% OYSTER SHELL.
ITRIM EXPOSED EDGES OF PIPE CULVERT SO LIMITS OF DISTURBANCE
THAT PIPE DOES NOT EXTEND BEYOND THE
LIMITS OF THE FINISHED SLOPES. SEAL
TRIMMED EDGES OF FIELD TAPER IN VARIES -0— 2.0' 8.0' 2.0' VARIES
ACCORDANCE WITH AMERICAN CONCRETE SEE PLAN SEE PLAN
ASSOCIATION GUIDELINES.
ELEV. 6.8—N 1:10 E . 7.• s ELEV. 6.8
SHOULD 1.5:1
♦'. ti. -'. r. � i i � i i
/ � „f •r• :47.:474• • • •. SLOPE
�- = - - - -- - -- �- - SLOPE -, . - �: x- �
1 / / 4" #57 STONE//
ROAD BASE"
EXISTING o /////// �j// ;, EXISTING ,) //////// =�
GROUND G'• D > ///,
FlLL TO BE SUITABLE SAND FlLL
COMPACTED BY THE TRACK EQUIPMENT
SPREADING R.
18" PIPE CULVERT CROSS—SECTION 2" #57 STONE STABIUZATION SURFACE ON SHOULDERS & SLOPES
INSTALL PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS. PIPES ARE TO BE SLOPES TO HAVE A 15% OYSTER SHELL COMPOSITION
BURRIED TO THE SPRING UNE (HALF BURIED IN THE EXISTING GROUND). CLASS IV
REINFORCED CONCRETE PIPE IS TO BE USED.
SEE PLAN VIEWS FOR EXISTING GROUND ELEVATIONS.
EXISTING GROUND ELEVATIONS VARY FROM
ELEVATION 3.7 TO ELEVATION 6.1.
TYPICAL ROADWAY CROSS SECTION N.T.S.
IRIS SHEET IS ONLY A PORTION OF 7HE COMPLETE SET OF
PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
.ORG/1q DETAILS
¢G\STI=1�fi0
* A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80,
Na.14912 :` LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA.
"� QROoHAL THE CITY OF TYBEE ISLAND AND
Er ENati MR. & MRS. MICHAEL LEONARD
K. DAVIS E NGQIEERING. INC.
PO BOX 1663 TYBEE ISLAND, GA 31328
PHONE: (912) 695-7262 EMAIL DKDBUSOGMAILCOM
DRAWN: D.S. & B.B. 07-06-12
DESIGN: D.D. JOB NO: 206070D C5
GENERAL NOTES STANDARD EROSION CONTROL NOTES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS 11. ALL EXISTING SERVICES, BUILDINGS, STRUCTURES, UTIUTIES, CONVENIENCES, 1• THE ESCAPE N SEDIMENT FROM SEDIMENT SITE SHALL BE PREVENTED BY
OF ALL GOVERNING REGULATORY AGENCIES AND CODES. ALL WORK SHALL ETC.. INCLUDING BUT NOT UMITED TO, DRAINAGE, ACCESS, WATER. SEWER. FIRE THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND
CONFORM TO THE TECHNICAL SPECIFICATIONS, DETAILS, AND STANDARDS OF PROTECTION, POWER. GAS, AND CABLE, SHALL BE UNINTERRUPTED BY THIS PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
THE CHATHAM COUNTY AND ALL OTHER GOVERNING AGENCIES. IT SHALL BE PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO ASSURE THIS.
THE CONTRACTOR'S RESPONSIBIUTY TO OBTAIN THESE. LATEST REVISIONS OF THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION AND UTUZE BRACING, 12. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL
ALL CODES, SPECIFICATIONS, ETC... SHALL BE USED. SHORING, WELL POINTS, ETC... AND ANY OTHER PROCEDURES REQUIRED TO IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR
ACHIEVE THIS. SHOULD USER'S ACCESS, USE, ETC.. OF THE AFOREMENTIONED BE EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL
2. ALL ELEVATIONS ARE BASED ON M.S.L DATUM ALTERED TO ALLOW THE COMPLETION OF THIS WORK, THE CONTRACTOR SHALL
PROVIDE WRITTEN NOTICE TO AU. PROPERTY OWNERS AT LEAST TEN WORKING I MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
3. NO CONSTRUCTION WORK SHALL BEGIN UNTIL THE COMPLETENESS AND DAYS PRIOR TO ANY ALTERATION. INCONVENIENCE, ETC. TO THEIR USE, ACCESS, I SOURCE.
ACCURACY OF THE HORIZONTAL CONTROL HAS BEEN VERIFIED BY THE ETC...
CONTRACTOR AND ANY DISCREPANCIES FOUND ARE RESOLVED. THE 12. WHERE NECESSARY FOR THE COMPLETION OF THE WORK, THE CONTRACTOR 3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14
THESE PORTS FOR USE DURING CONSTRUCTION N AND ANY RE-ESTABLISHMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND REFERENCING SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF LANDSCAPING. DAYS SHALL BE STABIUZED WITH MULCH OR TEMPORARY SEEDING.OF CONTROL SHALL BE AT THE CONTRACTOR'S EXPENSE. SIGNS, MAILBOXES, FENCES, ETC...
4. THE CONTRACTOR SHALL RUN A CLOSED LEVEL LOOP TO VERIFY THE 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FOREIGN BORROW 4. THE PLAN DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN
COMPLETENESS AND ACCURACY OF THE BENCHMARKS. NO CONSTRUCTION AND FOR THE OFF-SITE DISPOSAL OF MATERIAL AS NECESSARY TO THE OF THE EROSION AND SEDIMENT CONTROL PLANS.
WORK SHALL BEGIN UNTIL THE VERTICAL CONTROL HAS BEEN VERIFIED BY THE COMPLETE THIS WORK. THIS COST SHALL BE INCLUDED IN THE GRADING PRICE.
CONTRACTOR AND ANY DISCREPANCIES FOUND ARE RESOLVED. 14. THE CONTRACTOR (OR PROSPECTIVE CONTRACTOR) SHALL VISIT THE SITE AND 5. SOIL EROSION AND SEDIMENT CONTROL PROCEDURES SHALL COMPLY WITH
5. LOCATION, ELEVATION, SIZE, ETC... OF THE EXISTING DRAINAGE, UTIUTIES, OBSERVE SITE CONDITIONS. IF THE CONTRACTOR THEN HAS REASON TO THE EROSION AND SEDIMENT ACT OF 1975. FOR EXPLANATION CONCERNING
ETC... SHOWN SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUSPECT UNUSUAL OR OTHER UNDOCUMENTED CONDITIONS, REQUIRING DETAILS AS SHOWN ON THESE PLANS. REFER TO "MANUAL STATE SOIL AND
COMMENCEMENT OF WORK. ADDITIONAL FEATURES MAY EXIST WHICH ARE CORRECTION OR ADDITIONAL COST, SUCH AS UNSTABLE SUBSURFACE WATER CONSERVATION COMMITTEE OF GEORGIA. ALL ITEMS UNDER THE
NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITIONS, WRITTEN NOTIFICATION SHALL BE MADE TO THE ENGINEER AND CATEGORY OF SOIL EROSION & SEDIMENT CONTROL SHALL BE PAID FOR IN
LOCATION OF ALL EXISTING UTUTES, DRAINAGE, ETC... PRIOR TO OTHER OWNER'S REPRESENTATTVE(S). THE LUMP SUM PRICE FOR GRADING.
COMMENCEMENT OF WORK. THE CONTRACTOR SHALL USE COORDINATION 15. DUSTING UNDERGROUND UTIUTY LOCATIONS MAY CONFUCT WITH THE
WITH UTUTY COMPANIES, ELECTRONIC/MAGNETIC METHODS, HAND PROPOSED IMPROVEMENTS AND REQUIRE ADJUSTMENTS OF THOSE UTIUTIES OR 6. ONLY DISTURB AREAS AS THEY ARE TO BE WORKED ON TO MINIMIZE AREAS OF
EXCAVATION AND ANY OTHER METHODS NECESSARY TO ACCOMPUSH THIS. THE IMPROVEMENTS. ALL TIE-INS AND CONNECTIONS OFF-SITE AND AROUND UNSTABIUZED (DISTURBED) SURFACE. STABIUZE ALL DISTURBED AREAS UPON
ANY DISCOVERIES, DISCREPANCIES, CONFUCTS, ETC... SHALL BE REPORTED TO THE PERIMETER OF THE PROJECT SHALL BE INSTALLED PRIOR TO THE INTERIOR COMPLETION OF CONSTRUCTION IN THOSE AREAS OR WHEN NO WORK IS
THE ENGINEER TO ALLOW FOR CONFUCTS TO BE RESOLVED PRIOR TO INSTALLATIONS. ALL GRAVITY LINES SHALL BE INSTALLED UPGRADE (FROM
COMMENCEMENT OF WORK. THE LOWEST END TOWARDS THE END AT A HIGHER ELEVATION). IMMEDIATELY PLANNED. SLOPES ARE EXPECTED TO BE STABIUZED IMMEDIATELY
UPON DISTURBANCE DUE TO THE HIGH EROSION POTENTIAL. THIS SHALL BE
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJUSTMENT, RELOCATION, 16. ANY AND ALL DEVIATIONS FROM OR MODIFICATIONS TO THESE PLANS SHALL ACCOMPUSHED BY BOTH TEMPORARY GRASSING DURING CONSTRUCTION AND
ETC... OF ANY U11UTIES (SUBSURFACE, POLE MOUNTED OR OTHERWISE) TO REQUIRE THE APPROVAL OF THE ENGINEER AND ALL OTHER GOVERNING PERMANENT GRASSING AT COMPLETION.
ACCOMPUSH THIS WORK. UNLESS STATED OTHERWISE RELOCATION OF POWER AUTHORITIES, AGENCIES, GOVERNMENTS, ETC...
POLES AND GUY WIRES IS THE RESPONSIBIUTY OF THE OWNER. (TYP). ALL 7. ANY SEDIMENTATION BASINS SHALL BE CONSTRUCTED IN CONJUNCTION
UTIUTY GUY WIRES, POLES, ETC... REQUIRED TO BE RELOCATED SHALL BE 17. ALL DIMENSIONS ARE TO FACE OF CURB. EDGE OF PAVEMENT OR OUTSIDE
COORDINATED BY THE CONTRACTOR OF THE BUILDING UNLESS OTHERWISE NOTED. REFER TO BUILDING PLANS BY WITH AND PRIOR TO ANY OTHER SITE WORK.
7. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR OTHERS FOR ALL DIMENSIONS AND OTHER BUILDING RELATED INFORMATION. 8. ALL GRADED AREAS SHALL BE GRASSED, LANDSCAPED OR OTHERWISE
ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLANS. ALL 18. THE CONTRACTOR SHALL PROVIDE ACCESS, DURING AND AT THE COMPLETION STABILIZED TO ENSURE PERMANENT STABILIZATION OF SOIL SURFACE.
UNPAVED AREAS SHALL BE GRASSED UNLESS OTHER WISE SHOWN ON THE OF THE PROJECT, TO ALL IMPROVEMENTS AND CHANGES TO BE FlEILD VERIFIED,
PLANS. ALL AREAS DISTURBED OUTSIDE OF PROJECT UMITS WILL BE OBSERVED, INSPECTED, ETC.... BY THE OWNER'S ENGINEER OR SURVEYOR AND
RESTORED UNDER THE DIRECTION & TO THE SATISFACTION OF ALL ALL GOVERNING AGENCIES. 9. ANY DEWATERING FOR EXCAVATION SHALL BE DISCHARGED INTO SUMPS
GOVERNING AUTHORITIES. (CITY OF SAVANNAH, ETC...). TO ALLOW SEDIMENTATION TO OCCUR PRIOR TO RUNOFF LEAVING THE SITE.
8. THE CONTRACTOR SHALL EXERCISE UTMOST CARE AND PRECAUTION TO EDITION ALL TRAFFIC MANUAL ON UNIFORM TO F C IN CONTROL WITH THE LATEST 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF ALL TREES
PROTECT TREES AND PREVENT DAMAGE TO TREES, ROOTS, ECT. DURING EDITION OF THE 'MANUAL TI UNIFTAN TRAFFIC CODES. DEVICES' & ALL & VEGETATION REQUIRED FOR THE PROPOSED IMPROVEMENTS.
CONSTRUCTION. OTHER GOVERNING REGULATIONS STANDARDS & CODES ALL SIGN ORDERS
SHALL BE REVIEWED AND APPROVED BY THE CITY OF SAVANNAH & THE OWNER'S
9. REFER TO BUILDING PLANS BY OTHERS FOR ALL BUILDING DIMENSIONS AND ENGINEER PRIOR TO THE OWNER PLACING THE ORDER. 11. SOIL EROSION CONTROL DEVICES AND TREE PROTECTION FOR
ALL OTHER BUILDING INFORMATION. ALL BUILDING DESIGN AND SUBMITTALS PRESERVED TREES MUST BE IN PLACE PRIOR TO CONSTRUCTION.
TO BE BY OTHERS. 20. EXCESS SUITABLE MATERIAL FROM GRADING IS TO BE USED FIRST AS BACKFlLL
FOR MUCKING. ADDITIONAL EXCESS SUITABLE MATERIAL AND MUCK ARE TO 12. SILT FENCE TO REMAIN UNTIL PERMANENT GRASSING AND
10. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM BE PLACED IN FILL AREAS SHOWN ON THE PLANS AND IN OTHER AREAS ON THE
10. THE OF TACT AND SHALL BT, N PERMISSION.RIGH ETC... FROM ALL SITE AS DIRECTED BY THE ENGINEER. WHERE ROADWAY CONSTRUCTION AND FINAL STABIUZATION HAS BEEN ESTABUSHED.
OTHER ENTITIES, GOVERNING AUTHORTIES, ETC... OWNING ADJACENT LOT FILLING LEAVES AREAS ON A LOT NOT DRAINING, THE CONTRACTOR SHALL
EASEMENTS IE R.OV R GOVERNING AUTHORITIES.T BEGINNING ANY CONSTRUCTION ADJACENT T IN INSTALL DRAINAGE MALES AT THAT LOT TO THE SATISFACTION OF THE 13. ANY DISTURBED AREA LEFT IDLE ABOVE THE SLOPES FOR A PERIOD
ENGINEER. THE WORK SPECIFIED ABOVE SHALL BE CONSIDERED PART OF THE
THE ADJACENT EASEMENTS OR RIGHT-OF-WAYS. GREATER THAN 7 DAYS SHALL BE STABIUZED WffH TEMPORARY SEEDING;
GRADING. THE FILL AREA WILL VARY AND IN PLACES REQUIRE FILL BEYOND DISTURBED AREAS IDLE 30 DAYS SHALL BE STABIUZED WITH PERMANENT
THE RIGHT-OF-WAY UNE THE FILL (ON SITE MATERIAL OR FOREIGN BORROW) VEGETATION.
BEYOND THE RIGHT-OF-WAY UNE AND GRADING IN THIS AREA SHALL BE
INCLUDED IN THE LUMP SUM PRICE FOR GRADING. 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED
21. ALL STREETS, RIGHTS-OF-WAY, EASEMENTS AND ANY SITES FOR PUBUC USE AT LEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY.
AS NOTED ON THIS PLAN ARE TO BE DEDICATED FOR THE USE INTENDED.
15. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.
sORG,,q NOTES
0 G∎STER0_ ,L A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80,
0 14812 LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA.
//, ‘r FOR
idpssioN THE CITY OF TYBEE ISLAND AND
man MR. & MRS. MICHAEL LEONARD
K•Dr DAVIS ENGINEERING. INC.
TEL: 912-355-7262 FAX: 912-352-7787
E-MAIL: DAVISENGINCOGMAIL.COM
THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS DRAWING ARE THE
PROPERTY OF DAVIS ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF DRAWN: D.S. sheet:
THIS DRAWING WITHOUT THE WRITTEN CONSENT OF DAVIS ENGINEERING, INC. DESIGN: D.D. JOB NO: 2060700D I Cam`
IS NOT PERMITTED. PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. V