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HomeMy Public PortalAbout120_021_Variance - Polk St, COTI & Leonard 2of2 ULD 1 2 4 9 6 46'16IN69H 1 0 85'1 1 6 1.6 9'I N 7 O6 04'W 101 24?S7 OA. CRIB NORTH D.N.R,DEUNEATION LINE(DATED 7/22/10) A i �P> - y - h e tie - s 9 P ti �� y, •% - WATER LIME ACCORDING TO FLAGS 5h \�OE4T . N. \ \E7Eb 44 h°9G h, .A9 LA 51100 CONCRETE ', yb yN9' D Z r BLOCK RESIDENCE F ye° A-y L 0 T 6 W O may° 'L MARSHLAND TRACT Z<a AU OF LOTS 19 &20&POR11ONS OF LOTS 9, 10 C _ �'W.M. ■,1.`A_H�\`' .A. A BLOCK w7L GARDEN WARD 2 Q WOODBINE AVENUE,BLOCK 14.GARDEN WARD h Q'` N/F W'ILLIAM A DOWELL W 4 &L31 h''- ` ,�y 2 m 0 N/F CHARLES B-LICKLIGHTER y pR' �¢ „41-;---„, ^s _ a f]Z B MARK D.B.245R-699 a 9 h t..y'� d C3'--' P.R.g.S-80 °„ + �+- ��� _ =pY P " >� EL 417 NGVO29 h7 .h`V 6 6. _Ss .,ay `k� r _. - - W - P.N.R.DELINEATION LINE k C.N.R. y/ ON:`` 2 w .N.R.DELINEATION FLAG'IL ha.• 04506" E "' - - o" ? ¢ h h h y35825 1399 Rh __�^.__ __ __ __ __ -' — N 52725d_ ` - y!y "`�„ � 9.DELINEATION FLAG 3�� 1ry `mi l yP6 ,1Y ` . ... a_ „ h W h- \ "J- N. - • A 8 ` .y, • _~ .tiy ¢ ' 9 �. y4 �\ �. MAIL 000 .,.. _ ryK _ fµ hh R P. q UPLANDS EDGE OF SEA OXEYE +�' - h- a z_ /A�}¢ ` - 9 GIRT TRAVELED WAY p -- `-,+ - `h� L_ .... � _ �'~ h •?'yG 0!�y� �. �,. hry �h 1 MARSHLAND TRACT -` - - , N/F MICHAEL C-A'KAREN R LEONARD V '" - �` w >,4 S h = -—� - - S ° . " ` P y P 0 L K �S T R E E T � 9 8O' R/W DIRT TRAVE EC war y h•° --- 3 s £ �' " H ry P ORAVELEB TRAVELED WAY 0 /p - y5 9� Y w7• = T.J. w - 7Y'` ~� ,, "e, ,A a ,,_ex - hA.y - :b" ;'h6 °+a " " .. ti` .. h5" , (T --- 2 .Y �a•R�I '+ . "_ 'ti9 'k~. .". Py>•? ..� y Nb „ '* `bb y h.. .F h . - h°.H' a...1S5 x 1 9' t- 051 �� ` y o P i p OVERHEAD POWER LINE(TYPICAL) h Rh "` aw h,5 -- .N¢ .... _' a,. WATER VALVE�, I AI!. A }. C.M.F /r 132.25°� ',_. -_ gh H�yS 05'12'41°W i .-. u i _ Y� 358.12'r :.': _ �P P P "-- J P/ OT:6E0i; 7 y 5 04'54 O'8" W y 6 P 125.35' p P = S IS ' y V Cr ` 1 T2W Ras Ur! ///�A //I 17.]38J2 �` J 9y GUY WIPE m z CS EL 5.00 NGVQ29 I" W 4 N. L 0 T 12 zox6� d4 CASON SUBDIVISION °z PORTION OF LOT 1 PORTION OF LOT 1 PORTION OF LOT 1 S E R. .0° nar�l 3 11/F ROPED.KELLY KIDD ¢m wa= CASON SUBDIVISION CASON SUBDIVISION CASON SUBDIVISION 45 a' O� 3 SEE REVISIONI 4 0<m a N/F JAMES KELLY KIDS N/F ROBERT T.000SSOM N/F LOUISE SASEEN e. a4., V e NOTE No.2 MAUREEN GALLAGHER P.B.7420-390 f d ;pm MAUREEN GALLAGHER CHARLENE 0 504E2 aS 4� I& .' ' 3 Z ce P.O.242H-390 D.B. 183J-377 _(]'¢?` 1. a OQz Q V k"''aM Fri &.sR D Q ° r C.M.F. REVISIONS NO. DATE DESCRIPTION BY 1 11/23f10 SHOW ADDIHONAL ELEVATIONS AND ID NR BBBIR _ DELINATION UNE ON LEONARD PRDPEHTP 2 3/27/12 SECTION OF D.N.R.LINE AWED AS DIRECTED ggAJR BY JOHN WYNN OF THE D.M.R. STATE OF GEORGIA CHATHAM COUNTY REFERENCES: PT OF A RESURVEY OE PORTIONS OF BLOCKS BOUNDARY & TOPOGRAPHICAL SURVEY OF A PORTION OF 14,15 0 16.GIRDER WARD BY WRIGHT C.POWERS THE COORDINATES SHOWN ON THIS PLAT SPECIAL NOTE:THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE ANY TREES OR POLK STREET SOUTH OF U.S. HIGHWAY B0, LOCATED IN R.LS.933 BATED 7/31/63 ARE EASED ON GEORGIA GRID COORDINATES UNDERGROUND UTILTIES ON OR ACROSS THIS SHE.THE UTILITIES THAT ARE SHOWN 2.PLAT OF REMAINING PORTION OF LOT 1 h ALL EAST ZONE(NOD 83)1494 ADJUSTMENT, WERE ABOVE GROUND PAD WERE IN PWN SITE. GARDEN WARD, TYBEE ISLAND, GEORGIA. OF LOT 2.CASON SUBDMSRIN,BY H.M.P.R.B.0-137 3.PL TDOF/CASON SIBDMSION BYY S_F,ADAGE JR, FOR: CITY OF TYBEE ISLAND C.E.914 DATED 4/12/48 AND RECORDED IN PRP-H-132. E.D.C.HELD 1/65,902 E,0 RG/ DATE OF SURVEY:MAY 31, 2006 4.PLAT OF PORTION OF LOT 8 AND ALL OF LOTS G 9 9-12,CASON SUBDIVISION BY TEAT B.PARRETT,SR. U ERROR/POINT ¢G15r.. DATE OF PLAT: MAY 31, 2006 ,IREVISED NOVEMBER 23, 2010) R.L.S. 1239 BATED 6/29/92 Al1J_MEIHOD NONE 4 5.PLAT CF LOTS 4,S&6,CASON SUHDMSION HY E.O.C.PLAT 1/95,995 ja'� BERT D.BARRETT,SR.R.LS. 1234 DATED 5/9/66. TOTAL STATION GEWIMETER 610 / /2 �� SCALE:1"=L5 5.PLAT OF LOT 7 0 PORTION OF LOT 8.CASON LI GAS LIMITS PROMANI(2•s r ,.rJ/W���. SUBDIVISION BY VINCENT HELMET 5.4.5.1862 '1.. •• . A 0 25' SO' DATED 2/25/82. P'A0.QO►AmRIIA .• BERT BARRETT.JR.LAND SURVEYING.P.C. I45 RUNNER ROAD SAVANNAH,GA. 31410 (912)897-0661 PROJECT\0127E-3 PDF 3-27-12 5:00:DN on EST THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS DRAWING ARE THE PROPERTY OF DAVIS ENGINEERING, INC. 0A. ( N'>N ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF THIS DRAWING WITHOUT THE WRITTEN CONSENT OF DAVIS ENGINEERING, INC. IS NOT PERMITTED. _ Egg Conditions 1 Leonard I City I Total NJim I•Jrlyli[Iieirt:I F;i1:3c1,•_ay 0.01 :ii./47 II 10.01 a[j>b II 0.02ar147II Jiir;diction:II Dirt RC•:icl.v1y 0.02 ac/7.11 It 0.11 nc/376 If 0.13 41170 Joricdiuioilil Gr:lvr I Rr.. .Itmay 0.0,,c/0 If 0.173 le./15.1 It 0.05 acf 1S4 if Total Roadwty i 0.03 Br./1411f 1 0.17®rfSBOIf 1 0.20 ac/721 If PROJECT AREA (LEONARD'S) 0.10 ACRES ::-...., A.- .r• '`` D.N.R. DELNEATION LINE 4. (DATED 3/27/12) DIRT TRAVELED WAY ON DIRT TRAVELED WAY ON GRAVELED TRAVELED WAY ON �., LEONARD PROPERTY A CRY PROPERTY CITY PROPERTY ` Exlsnwc coca ''''''\'\ •k, I PROJECT AREA (CRY OF o BLOCK RESIDENCE ,� , TYBEE) 0.83 ACRES �' "' a .0 ��y? .u. I.u. BEHp#IAW�C : in !' ti ut wi¢u 4J, Q . , . Aii e AL D.N.R. A. '�_ 's : 1 : A. DELINEATION FLAG •. A. r -A, m f Y"y e� A. __,L 3 4. .�. ,v. A. A owr wwFtm�a' • - : --'• }_.�'-,.. .:!i'_i2•. ,r.: ' "�}:�' . '' x!1' Jig, AL . .� g -- � , z� ,r�c 1ELI�IAt]M L 1FANt A. A. A. A. room!!(MOVE A. A. A.V�1T� A. '7.i4 mod` A. A. / //`/) al�k7 �i n tos�i7 our wt J/i / - 1 ■ DRAWING INDEX SHEET NUMBER DESCRIPTION P1 EXISTING CONDITIONS P2 PROPOSED CONDITIONS C2 POLK MSTREET SOUTH 2010 MAINTENANCE C3 POLK STREET SOUTH 2010 MAINTENANCE C4 POLK STREET SOUTH 2010 MAINTENANCE spRG/„1 C5 NOTES & DETAILS 12-17' DISTURBED AREA 4 ' JQF� C6 GENERAL NOTES NO 14912! PLANS. ONLY COMPLETE SETS OF PLANS�SHALL BESSED.THIS �8-10' LANE �� PROCESS HAE �a REVISED: 07/19/12 op+ REVISED: 10/19/11 EXISTING TYPICAL SECTION -- 1! 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 1543 TYBEE Ib1NID, GA 3132E 0' .—.V. —.V B4' PHONE 912—W5-7252 E—#IAN,: DICDBUSOGMALCOM DRAWN: D.S. & B.B. JOB NO: 20607000 GRAPHIC SCALE DESIGN: Q.D. DATE: 07-06-12 �P1 THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS DRAWING ARE THE PROPERTY OF DAVIS ENGINEERING, INC. cti (r(lo NORM ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF THIS DRAWING WITHOUT THE WRITTEN CONSENT OF DAVIS ENGINEERING, INC. IS NOT PERMITTED. Proposed Conditions Leonard City 1 Total Ncn1 itni;iliilinri.11(ii::ivi.lP.o.6rl.v.l* 11.111,ic117IF 001 ,ls./50 II I 0,03ac/97if Juricchi:O .niI Gt-.T.:^I Po7.1cdsw,.ilnvrovcc1I 0.01 ici9.1It 0.15,cj379If 0.20044731f JLIl•kcII:tI f:t15 l-GIL A+.r.l Roadway iUnclvinghJl 0.0 is/D It 0.05 is/15,1 It 0,05 04154 If Total Roadway I 0.06 0414111f I 012 acl5 1 if 0.2R 0c/724 If I Net Inc5 re e impact Average Height CY of i Use* Proposed {ac) Increase! F I R 1.uJ FOOL PrinI '40A.i1 hi1i hir i-(Ji(.liiirl 11 i-i?nrrrcl 11.111;i4.,i9.1 If 0.114 irc,+41 Ii 0.10 Ar./11 Ii ?r. 1'. '" F%rn Fa" Y i't';i 41"----....,„ '1 a, A- D.N.R. DE 3 27 112E Rry.1.1 Fi+[.t FrtnI Wil hill lac/ FL 1uriscliction 0.1b ac 5JJ If 0.21 DC;DiJ If 1).05.n..., It 2,� 762 `� .,r. {fil'y.f'fs1F7 FI 'rl ` .°i'�� . „ TotJll Q.113 4t/621 If 0,2S acl6271If I flA7 ac/3 If I NIA 93S z v EXISTING CONC �•'�0' ` \' s. O N BLOCK RESIDENCE a s �' W r ``` m 1 aY.e. +� a1. _ M .. _l._ — ,e. ` 4 �'` +W. ■k: _. °/FL N f L 7�.f/ GO D.N.R. ,r. y, ,,. a, r, a '.%'a.%:+°. '' 0- -a r- r. f�_ DELINEATION FLAG +� ,r. '41., 'w -e;,- e� ,. .w a. 1.1..— f �W 1 JJ AL 4 - h A. .y, +�' . \ III, ' �` r 4. Ir.'l WOi00 Mgt UK owno . A. �. i1` r `.. • JY.. �`l _ ..P., iallyi,AL AY If PORE POZ COMO AL AL AL AA AZ / • OF curs. a�c tit EL ate THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF 12' -I PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. RGi REVISED: 07/19/12 �1 r*�j q ROAMED: 10/19/11 WO 17,..:7= 1.5:1 SIDE SLOPES ��;,srEl POLK STREET SOUTH MAINTENANCE No,A4912�, PROPOSED CONDITIONS 21.45' MAXIMUM DISTURBED AREA f i jf'Ot4 A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY SO, F'ROFE- LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA. FOR � � THE CITY OF TYBEE ISLAND & PROPOSED TYPICAL SECTION 1(.01''' MR. & MRS. MICHAEL LEONARD (rats) DAVIS ENGINEERING, INC. PO BOX 1093 TYBEE ISLAND, 9A 3132E 0' 40' 80' PHONE 912-055-7292 E—IAAlt: OKOBtJSOGM L.CA1il GRAPHIC SCALE DRAWN: D.S. & B.B. JOB NO: 2060700D I iT DESIGN: D.D. DATE: 07-05-12 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 DAVIS ENGINEERING, INC. GARDEN WARD, TYBEE ISLAND, GEORGIA. c;R1n NOR11" ENGINEERING, INC. REPRODUCTON 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. DAVIS 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) 697-0661 R.L.S. 933 DATED 7/31/63. R.L.S. 1239 DATED 6/29/92. RECEIVED PROJECT N., 11-23-10 2. PLAT OF REMAINING PORTION OF LOT 1 & ALL 5. PLAT OF LOTS 4, 5 & 6, CASON SUBDIVISION BY 9:23:32 any EST OF LOT 2, CASON SUBDIVISION, BY H.M. GARMANY BERT B. BARRETT, SR. R.L.S. 1239 DATED 5/9/86. HE 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 �j--1-If S TARE COORDINATES ON GEORGIA GRID COORINATET 3. PLAT OF CASON SUBDIVISION BY S.P. KEHOE, JR. SUBDIVISION BY VINCENT HELMLY R.L.S. 1882 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 I BEARING ' DELTA ABOVE GROUND AND WERE IN PLAIN SITE. C-1 2496.48' 61.69' 30.85' 6169' N 71'06'04° W 01`24'57" SHEET C4 SHEET C3 SHEET a .:::----..' - AL .". D.N.R. DELINEATION UNE r. -4- (DATED 3/27/12) .. .. ., CV ar. FXI571MO CONCRETE 4a9�'9,..�k • �' t,^ 0 f� BLGCK RESIDENOE vyy -a YIIRSIiIAIO TRACT &CO(1 L 0.GAMEri WARD 1�5 Z ALL OF LOIS IS t 20 t KNOCKS OF S.1O I �_:�y4y'y/yy/�� . ;A. K/F=tw1•omL eye NUM ti Wlt1 . AYaIIE.BLOtlC 14.ONiOEM WARD Ltl,"7 IMP CIA . LJ I i- -- e yyyy ya yyy y AL a. AL " o a. r m +w y/ffniamme,DOCODDE C]O a� .y. AL 'y° yyyi/ ` !ft _ 4" er. ._l._,. ,vr. + r. r. ,�. .tY. , - r7 _ M Cr'bar L= _ �. D.N.R. .� " �:v' ® '1" 4 .o. /..,•... •'` .v A, r. e DELINEATION FLAG " ;w ■ s.�na� i' wu w_ ;s'iay" yr.z� ,y,,. �.' , I,„A. /�"`o .v ,u /k.4j ;uy/j/ yINN/,(y//pJJj - i V r r 1 y' .Y. f�1.L../ n,,, /HMyU/W.4,7r!//ti✓g17F ayth�8zy�M%/H/y/yi":Y'ti 37'49 '//I.:+M ox v:HL LYU/AJd1LS.•el /.khlhiyMOWINSXV�l////MS67 G.• ../.-F-71-7.t-�'.y 4:,°`^ +cam LL MARS..in TRACT .4. !NN1NJ/N!/1/d/14YIH ..4 .. --.i i^•-�t_-r+� Wr&MIL C I IIMbI R MVO A' _ _ '�'• /////!N/NI NNMA.SZ7,'/iZS7MIMi�bS%Nyp/A//f 'N77//H/M'` Ys °',TT:Fta552�/Y//L4� - ..4.4.. . .7... —_ .i. -_ Y 41.. Lima— � L � u�.s�AA r AL AL .Y.. Y; AY. a. f 'p 4` r r i. JOr•iMi rOIT Ill Tway .4. a. A. J. .1,. .Yr. ,� .Y.. .Y. ri1 MiKr= T A.Cnr. ...c•. AL AL AL ALA tt c t�i St Oi J/yy IONOIIMUK POW MS(MVO LOT �" �` y. .4� +Y, d4 �' 7 �" r /''-'J\ If6 nur. 1 i10 k IOW GUY 11I! j/ • PORTION OF LOT 1 I g LOT / „ w CASON x SU®IM90R Iv ser T.ttl EM o �. AI Mr NIMMI NELLY HMO • v s I twn�l aMUatw °Mtca°iw�a cl.7orl S1�49OR1 / �� I lS{ �C SEE SHEET C5 FOR I I g�� °. '- / / w.Mk tr.Ol 4 TYPICAL ROADWAY '/�r�//// DENOTES UNITS OF g g d 0- CROSS SECTION DETAIL NEW GRAVEL PAVEMENT R 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 FIELD 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....) PLANS. 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 UTILITIES 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 RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR FIELD SUBSURFACE IMPROVEMENTS SHOWN ARE IN THE EXACT LOCATION INDICATED. LOCATIONS OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE OR SHOW ELECTRIC, GAS POLK STREET SOUTH MAINTENANCE PROTECTION OF UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL TELEPHONE, CABLE OR OTHER UT1LITES OTHER THAN WATER, DRAINAGE AND BE RESPONSIBLE FOR COMPLIANCE WITH THE "HIGH VOLTAGE SAFETY ACT'. SEWER. KEY MAP NOTIFICATION GOVERNS ES SHALL BE THE POWER IN THE C2'.'�TTER A PORTION OCATED OF N GARDEN WARD, TYBEE SLAND,HGEORGIA. 0 EVENT OF DAMAGE, THE CONTRACTOR SHALL CONTACT BOTH THE UPC AND O FO THE AFFECTED UTILITES. ALL NON-EMERGENCY WORK SHALL BE HALTED 1-800-282-7411 N6'149t3 s/r FOR IMMEDIATELY TILITY OWNER AND ALL OTHER GOVERNING A TO THE SATISFACTION OF THE OR $11 *Y Jf* py THE CITY OF TYBEE ISLAND & ‘.., "" ;P" 1 �• MR. & MRS. MICHAEL LEONARD NO WORK SHALL BE DONE IN THE POLK STREET SOUTH CALL DABSGRC*. INC. R.O.W. WITHOUT ALL REQUIRED APPROVALS AND 1� 1L�lL PQ BOX 1663 TYBEE ISLAND. GA 31328 PERMITS OF ALL GOVERNING AGENCIES, AUTHOR ITVES, O' 40' 80' p$ 912-805-7262 E-MAN: DKDBUSOGMNL,COM BO[�JHF , C..orIt Ue CFTAT MOCOUNTYD ETC... ISZTOIRIC tE YO117 IDSZ GRAPHIC SCALE DRAWN: Q.S. & B.B. JOB NO: 2060700D ci DESIGN: D.D. DATE: 07-06-12 C+ r-- W GA GRID NORTH Z N D 0 N _ Y ARC p Z ALL OF LOTS 19 & 20 & PORTIONS OF LOTS 9, 10 �` 3 a Z 4L WOODBINE AVENUE, BLOCK 14, GARDEN WARD (,--5 0 LLI 0 N/F CHARLES B. KICKLIGHTER W ti. I= Z I— BENCHMARK Q.B. 245R-699 0 P.R.B. 5-8Q o O p Q TOP OF C.M.F. —1 o P 3 a- p EL. 4.47 NGVD29 I Z U ,I l r n ,l l 1, f �1 03 356.25' "� N 05'27'25" E — 139.99' ,\k. � • ■, 4.. • s L dll, SIT, ♦ A A • ,sVr, ^ „6!, ,tl,, CENTER LINE OF tl! sdl, = EXISTING ROADWAY J lr, ;':, 4. MAIL BOX ■• , ' ll, Ljj j 'j n • ' GRAVELED ' W� ' �; '-0• .. 7 . 'QR ELED• ■.. •e 4 •d Al!, --- . .6f, 9, WATER VALVE wsi ,tlr, ,t1l, [X] _ i •. ....Z. _.. ,10, — ,sll, sVl, cn till, P all, P P —7,1!, • P P • —�.� oil, V,, sll, ,,l -- S o4•54'os” W LI_ (,; 125.35' S 05.27'25" W R.B.S.° . �. Ir, alr< Il, r, Il, 1l, �/9 GRID N: 736717.7387 • GRID E: 1063412.04826 GUY WIRE Pi/ ,C -' O\ J O`0 PORTION OF LOT 1 4 J c. '� , • p q. -. CASON SUBDIVISION Q0 c'' 0 p'' �y^� N/F LOUISE SASEEN O� c') Z�4 - i` '`ti = Lii p= �2„�• O¢ ry'�4k' A: © y�Z^Q' Q G�?� O3 � comic- �' THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF Q c PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. \4 POLK STREET SOUTH MAINTENANCE A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80. �J'CG1� LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA. VI" 0,�� �r$� * THE CITY OF TYBEE ISLAND AND N° 12 < MR. & MRS. MICHAEL LEONARD !' o ESSIONAL 1 . DAVI3 ENGINEERING, INC.so 0 30 60 PO BOX 1663 TYBEE ISLAND, GA 31328 PHONE: 912-695-7262 EMAIL: DKDBUS©GMAILCOM — 4C.tap' wheat GRAPHTC SCALE — FEET DESIRA D.D. & B B 0 JOB NO: 2060700D C2 GA GRlD 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" 1 CLASS IV R.C.P. 15LF CLASS IV R.C.P. SILT FENCE (TYP.) o • TOE OF BURY IN EXISTING // Y SLOPE BURY IN EXISTING GROUND GROUND TO SPRING C Sd 1 / P o ,'I,, (TYP.) — TO SPRING LINE (HALF BURY). ,,I,, ,,ii, \ x 1' ,,iI, = Ir, LINE (HALF BURY). l+ alr, -71 om a, Ail, , ir, ir, ,}1r, r, al;, slr, 88.39' © N 04'54'06" E — EE pp j — T ir, i, r,TRANSmON TO Ir' OLOPEF ,,ii, TOP OF ir, ir, TOE OF SHOOUL�ER air, --_ mo__ — — .) SHOULDER AI EDGE OF (TYP.) (1T�Y�P'l) TURAL GRADE. II, _,,ir, 1.5:1 SLOPE (TYP.) ') a1r, lr EWE LANE _ r, d' �— _ __ lr, — TYP. / / //// /// / / r / ///1/r ;�J . r ...d- / ////i/,/,/,/�r: °' :/. r1f' ;i l`/// / /. // EV:M.// r r /. / 6 r r : i '/�'!�' . ! :i / / ! ! ✓/i/!/ r ///,//// /: 'pi;air`_ -- _ - _ _ - _ / /, l v E .�J. Y ://:///�:////// �/� y / .�/►' / / / / r r// .r /,/,/,//,/, / // / / r r///Vireo A, i,, l -f � ----- r- �r ---- ----,Ir-----------_--- -_-_ ---------------- _�.___ EDGE OF = ,rtr, Trlt ,Ii, --_ — - ---------- _- ,di, _ ,ilr, DRIVE .LANE P EDGE OF —� •} air, Ir, — lr, TOP 0 air, rE F D RIVE LAN ,ilr, rtr, _ OU ER ,_,Ir, ,a, SHOULDER OP (TYP.} •) TOE OF !'�'' P P,) ,ilr, OVERHEAD P R LINE (TYPICAL) SLOPE I,, ,Ir, h U ,il, aU, air, Ir, P Ir, P P S1 P • ,ilr, ,ill, ir, afr, 11" W I,, 356.12 Ir, al!, TRANSmON TO = '`I Ir, NATURAL GRADE. POWER POLE (TYPICAL) 62.88720 BENCHMARK 1.5:1 SLOPE (TYP.) 81.61704 o LLJ TOP OF C.M.F. 0„ Q o EL. 5.00 NGVD29 PORTION OF LOT 1 z z PORTION OF LOT 1 CASON SUBDIVISION O 0 0 w CASON SUBDIVISION N/F ROBERT T. GRISSOM Cl) - p = o J Q z Y 0 TOE OF SLOPE IS N/F JAMES KELLY KIDD & 0 d J �' LIMITS OF WORK & CHARLENE G. GOMEZ m -J a = MAUREEN GALLAGHER D.B. 183J-370 Li_ < y N D.B. 242H-390 tL� V1 W CO W Wm Q Q° THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF - H _ z PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. �' *,©RG/,q POLK STREET SOUTH MAINTENANCE ��'�STE�k; * . A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80, Na 14912 LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA. f , FOR �Rv� 'O""� ' THE CITY OF TYBEE ISLAND AND C.M.F. �� MR. & MRS. MICHAEL LEONARD DAVIS ENGINEERING, INC. 30 0 30 60 PO BOX 1663 TYBEE ISLAND, GA 31328 PHONE: (912) 695-7262 EMAIL: DKDBUSCGMAILCOM DRAWN: D.S. & B.B. 07-06-12 sheet GRAPHIC SCALE — FEET DESIGN: D.D. JOB NO: 2060700D C3 „I, POLK STREET SOUTH MAINTENANCE GA GR[D ....� �'!' SORGI.cl A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80, ; p oil, ,,��, D. N . R. DELINEATION LINE Ca CATER * LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA. !+ ,,I,, ' {DATED 3/27/ 12) .14912 f/: . THE CITY OF TYBEE ISLAND AND UM ITS OF �'' WATER LINE ACCORDING TO FLAG I, . WoR / pRove so MR. & MRS. MICHAEL LEONARD r p ,1 i, NATURAL GRADE. DAVIS ENGINEERING. INC. .. ''°� aIY, 1.5:1 SLOPE (TYP.) K.D'' PO BOX 1663 TYBEE ISLAND, GA 31328 PHONE: (912) 695-7262 EMAIL: DKDBUS&+GMAIL COM �.s 1 ��,, '° ,,i,, EDGE OF DRAWN: D.S. & B.B. JOB NO: 2060700D GJ 4/ 4 ° ,s,,/ /, 4 fr„ ;�r� ”- DRIVE TP) LANE DESIGN: D.D.. _ 07-06-12 �•� /// ' ' .Fr It, p ‘6,, THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF ■X I STI N G CONCRETE ��� /// PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. 3LOCK RESIDENCE / / // - `` 36. MARSHLAND TRACT `=> � � �/// ��'-�� • j ,,IY ESE PROPERTY ONES ARE THE SOUTHERN O W ■ �`//// ----- 7 to ,�Ir, LIMITS OF WORK BY THE CITY OF TYBEE N/F WILLIAM A. DOWELL /// LINE (HALF BURL. 19.35E SHOULDER .. /� • /� VTOOOPRING TOE OF �Q�1 (TYP.) .tilr, //// , O'tlr, r SHOULDER SLOPE BJRY C3 /27;.,4/ -,) 611, (TYP.) . TO SP Q . „, ,� ,iii, , ,. 6. . ./„../:o \\ 1 ,I r. ,s1i, aVr, ,di, y F I .�,1„,v,�4/.f / ,- ' i.S. N 0512' ' ” C ` 88.39' nor, Fi '� 1 / IY, ,IrTRANSITION Ti .tl, DR OFNE �� alr, —NATURAL GRADE. I, (TYP.) \�► / f I�' 1.5:1 SLOPE (TYP.) Ir,4g IY, .�`\�. 44,_IJ► / j/� / - __ _ VY, D. N . R. -__ _�_ dILy , _+...r DELINEATION FLAG ,i1r, '38• ,� ,- ~oIY; ,; sZ ,°.°_, _ __ ---- Ir, � `' /_ TOE 0 '� 1 �1 / // / o/ /, / I, /. SLOPE TOP OF 4 -�Ti``-- / /�! *N../% / j� /% / ;� � / MARSHLAND TRACT (TYP.) SHOULDE ,,1,, — ,tr-_-____ I i /. / lr,(Typ.) — — A -- Ali - N/F MICHAEL E. & KAREN R. LEONARD r - `--` ,III, alr, alr, �Ir, a i ���5.7- -- ", EDGE OF — . .�� r,, 0 1. OW.) .LAN P �� SII, .i f, X111, \sir.) AI!, ,6!, ,�1,, TOE OF sill, LL c a1r, ,''''SLOPE ,YIr, TOE OF SLOPE IS , 1,, MP.) alr, ' Y,L ,iII, LIMITS OF WORK C.M.F. °- 132.25' .,iY, '-- S 05'12'41" W e 356. GRID N: 736362.88720 BEACH GRID E: 1063381.61704 o I-1:1 TOP OF 0) < ci EL. 5.0 LJ Z Z o LOT 12 0oei0 CASON SUBDIVISION } Q J 'n N/F JAMES KELLY KIDD + m w <Z & 3 Li Q 4 o MAUREEN GALLAGHER - o w N 30 O 30 60 D.B. 242H-390 r+'� Z m cc T. 0 \¢ Q�i [rQZ aj GRAPHIC SCALE — FEET Z I'0 THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS DRAWING ARE THE PROPERTY DRAI ENGINEERING, DRAINING WITHOUT THEWRIT REPRODUCTION O WRITTEN CONSENT ALTERATIONS F DAVIS ENGI ERING, IN© THIS STABILIZATION $C EROSION CONTROL: IS NOT PERMITTED. STABILIZATION WILL BE BY THE STONE SURFACES. THERE ARE NO VEGETAVNE STABILIZATION METHODS PROPOSED. WORK WILL PORGRESS WITH THE SEQUENTIAL PLACEMENT OF STONE AS THE FILL REACHES THE SUBGRADE HEIGHT. NO MORE THAN 50 LINEAR 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 "C" SILT FENCE MAY BE PLACED AROUND THE UNFINISHED ROAD SECTION. THE SLOPES WILL BE A COMPOSITION OF 90% #57 STONE & 109E OYSTER SHELL (TRIM 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 -11-- 2.0' -�— 8,Q! 2.0' --14- VARIES ACCORDANCE WITH AMERICAN CONCRETE SEE PLAN SEE PLAN ASSOCIATION GUIDELINES. 1:10 ELEV. 6.8� ELEV. 7.6 1:10 ELEV. 6.8 \ sIOUIrrER � SHOULDER 1114.i iii i 1.5:1 1.5:1 �-�-� •-�- �- i C-_ � it 1. � � .� � r •�� �`��'��f SL©PE �,•f�.�� � � -, - ..,� •-*-� 6-'47r- SLOPE E EXISTING. EXISTING t A4Rno#A5D7BASsTOEN, //�/ / GR OUND � G-01 D ALL TO BE SUITABLE SAND FILL "' COMPACTED BY THE TRACK EQUIPMENT SPREADING IT. 18" PIPE CULVERT CROSS-SECTION 2" #57 STONE STABILIZATION 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 LINE (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. THIS SHEET IS ONLY A POR11ON OF THE COMPLETE SET OF PLANS. ONLY COMPLETE SETS CF PLANS SHALL RE USED. aGr DETAILS orEfii A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80, 40.14912 1P FOR LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA. ` RD E 0 `� THE CITY OF TYBEE ISLAND AND MR. & MRS. MICHAEL LEONARD .t DAVIS ENGINEERING. PO BOX 1663 TYBEE ISLAND, GA 31328 PHONE: (912) 695-7262 EMAIL: DKDBUSOGMAILCOM DRAWN: D.S. & B.B. 07-06-12 wl DESIGN: D.D. JOB NO: 2060700 [ç_5 GENERAL NOTES STANDARD EROSION CONTROL NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS 11. ALL EXISTING SERVICES, BUILDINGS, STRUCTURES, UTILITIES, CONVENIENCES, 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY OF ALL GOVERNING REGULATORY AGENCIES AND CODES. ALL WORK SHALL ETC... INCLUDING BUT NOT LIMITED 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 RESPONSIBILITY TO ASSURE THIS. THE CONTRACTOR'S RESPONSIBIUTY TO OBTAIN THESE. LATEST REVISIONS OF THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION AND U'TIUZE BRACING, 2. 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 SEDIMENT CONTROL CONTROL, ADDITIONAL EROSION AND SEDIM EFFECTIVE EROSION CONTR 2. ALL ELEVATIONS ARE BASED ON M.S.L DATUM ALTERED TO ALLOW THE COMPLETION OF THIS WORK, THE CONTRACTOR SHALL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TEN WORKING 3. NO CONSTRUCTION WORK SHALL BEGIN UN11L THE COMPLETENESS AND DAYS PRIOR TO ANY ALTERATION, INCONVENIENCE, ETC. TO THEIR USE, ACCESS, SOURCE. ACCURACY Of THE HORIZONTAL CONTROL HAS BEEN VERIFIED BY THE ETC... CONTRACTOR AND ANY DISCREPANCIES FOUND ARE RESOLVED. THE 3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND REFERENCING 12. WHERE NECESSARY FOR THE COMPLETION OF THE WORK, THE CONTRACTOR THESE POINTS FOR USE DURING CONSTRUCTION AND ANY RE-ESTABUSHMENT SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF LANDSCAPING, DAYS SHALL BE STABILIZED 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 UN11L 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, UTILITIES, 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 UTILITIES. DRAINAGE, ETC... PRIOR TO OTHER OWNER'S REPRESENTAI1VE(S). THE LUMP SUM PRICE FOR GRADING. COMMENCEMENT OF WORK. THE CONTRACTOR SHALL USE COORDINATION 15. EXISTING UNDERGROUND UTILITY LOCATIONS MAY CONFLICT WITH THE WITH UTILITY COMPANIES, ELECTRONIC/MAGNETIC METHODS, HAND PROPOSED IMPROVEMENTS AND REQUIRE ADJUSTMENTS OF THOSE UTILITIES 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 UNSTABILIZED (DISTURBED) SURFACE. STABILIZE ALL DISTURBED AREAS UPON ANY DISCOVERIES, DISCREPANCIES, CONFLJCTS, ETC... SHALL BE REPORTED TO THE PERIMETER OF THE PROJECT SHALL BE INSTALLED PRIOR TO THE INTERIOR THE ENGINEER TO ALLOW FOR CONFLICTS TO BE RESOLVED PRIOR TO INSTALLATIONS. ALL GRAVITY UNES SHALL BE INSTALLED UPGRADE (FROM COMPLETION OF CONSTRUCTION IN THOSE AREAS OR WHEN NO WORK IS COMMENCEMENT OF WORK. THE LOWEST END TOWARDS THE END AT A HIGHER ELEVATION). IMMEDIATELY PLANNED. SLOPES ARE EXPECTED TO BE STABILIZED 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 ACCOMPLISHED BY BOTH TEMPORARY GRASSING DURING CONSTRUCTION AND ETC... OF ANY UTILITIES (SUBSURFACE, POLE MOUNTED OR OTHERWISE) TO REQUIRE THE APPROVAL OF THE ENGINEER AND ALL OTHER GOVERNING PERMANENT GRASSING AT COMPLETION. ACCOMPLISH THIS WORK. UNLESS STATED OTHERWISE. RELOCATION OF POWER AUTHORITIES, AGENCIES, GOVERNMENTS, ETC... POLES AND GUY WIRES IS THE RESPONSIBILITY OF THE OWNER. (1W). ALL 7. ANY SEDIMENTATION BASINS SHALL BE CONSTRUCTED IN CONJUNCTION UTILITY 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 FIELD 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 19. ALL TRAFFIC SIGNAGE ON UNIFORM TO F BE C IN CONTROL WISH 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 ON UNIFORM TRAFFIC CONTROL ALVICES" & ALL CONSTRUCTION. 07HER GOVERNING REGULATIONS, STANDARDS & CODES. ALL SIGN ORDERS & VEGETATION REQUIRED FOR THE PROPOSED IMPROVEMENTS. 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 BACKFILL FOR MUCKING. ADDITIONAL EXCESS SUITABLE MATERIAL AND MUCK ARE TO 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 12. SILT FENCE TO REMAIN UNTIL PERMANENT GRASSING AND THE CITY OF TYBEE AND PERMITS, PERMISSION, ETC... FROM ALL SITE AS DIRECTED BY THE ENGINEER. WHERE ROADWAY CONSTRUCTION AND FINAL STABILIZATION HAS BEEN ESTABLISHED. OTHER ENTITIES, GOVERNING AUTHORITIES, ETC... OWNING ADJACENT LOT FILLING LEAVES AREAS ON A LOT NOT DRAINING, THE CONTRACTOR SHALL INSTALL DRAINAGE SWALES AT THAT LOT TO THE SATISFACTION OF THE EASEMENTS OR R.a.Nrs PRIOR TO BEGINNING ANY CONSTRUCTION IN 13. ANY DISTURBED AREA LEFT IDLE ABOVE THE SLOPES FOR A PERIOD THE ADJACENT EASEMENTS OR RIGHT-OF-WAYS. ENGINEER. THE WORK SPECIFIED ABOVE SHALL BE CONSIDERED PART OF THE GREATER THAN 7 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING; GRADING. THE FILL AREA WILL VARY AND IN PLACES REQUIRE FILL BEYOND DISTURBED AREAS IDLE 30 DAYS SHALL BE STABILIZED 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 PUBLIC 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. �OORGLq NOTES �4G�SS F�s6 `k A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80, �p 14912 � LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA. a hi FOR ,� Po �ICr1A1 THE CITY OF TYBEE ISLAND AND Glr �'/ MR. & MRS. MICHAEL LEONARD K.O DAVIS ENGINEERING, INC. TEL: 912-355-7262 FAX: 912-352-7787 E-MAIL: DAVISENGI NCI5G MAI L.COM THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS DRAWING ARE THE PROPERTY OF DAVIS ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF DRAWN: D.S. sheet: THIS DRAWING WITHOUT THE WRITTEN CONSENT OF DAVIS ENGINEERING, INC. THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF JOB NO: 206070DD I �"'�C IS NOT PERMITTED. PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED. DESIGN: DD IS 1`,��J