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TYBEE ISLAND, GEORGIA 31328 FOR SALTWIND CONSTRUCTION SAVANNAH, GEORGIA EXISTING SITE AND DEMOLITION PLAN DESIGNED --- DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH.NET REVISIONS n> n D C Q z P =< u U �n0 U> 01 O>np7 FD n rn 1 0 rn rn rn z 0 r Q F D FTI Q � C z D �➢ > D/0- ��� N 000 Drn zz �� oz rnz _z o ocn �➢oD �> �� mD < Drn ➢ �rnK07 yrn F O n rn Z r jt7--i rn z➢ <N N z rn O D "j rn O rn O rn O p O z O� FnKOOc =rn Du O0 z0 z N �z 70 Orn �N �7 70 71 rn rn Q � n z z rn rn S C O N n cz =105 �N K O rn N � OK rn z FT 7 K= D �o ` �zDO z0 Orn Fn c _ rn O N rn = z rn zQ N rn��CS GTI 0FTI 70z zzsz rr 00 z rn� Crn �➢DQ ➢ rnrn D➢ DOz� zrn 0= o °o �zCO3 0 �� oD o Fri � n N O �� v rn O 70 rn O < z - ➢ � �s 0za n >c r D Fn O � � o� m rn rn >rnOO - -u z z �zCncnzrn n �rn��70O D Oznn70z 0 7�n-1-10-1 z 0 /;u 2 070- --170 70 Fn 0 � n r-nD 7u Fn z S 7 zzDn➢0 O z Z z <��➢n� O00o70 O� O 70 --n70 D O��Fnn n rnO z rn �7-1070 Q i��7nl -i 0 O � - Q � -�Ozz z 70070 Dv 0 n -j rn FTI -I O s -n CJ1 Oar pa rn� R'I �Fn7i7zrn z O CP x . 70 0 0 " rn ~O a0 M OOrn -j U� zZ-u r 0o0➢0 om C707u p �z0 < —X— D D U� O 7 O 70 D 7 � an CO z I Cid 70 rn 0� O O o TI x N m ra- a y c�'— 2nm Ln N E ➢ l 1 O�70 O ZOO 2 D p z � •-I z Zr o Z C rn �z� FTI n0 zO0 D � u n Orn C rn Mm Q r. rri -i 0 z � FTI O N z 710 Dv O FTI u - CJ1 ap pa rn� R'I D . 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C) oc� I x -o O rnDK nrn zl FTI Z70 C➢FTIA N x J I 0 O O 0 0 r rn OO O 0 < zrn rn 70 rx K0➢ Z U) -j 0 A. n N n G> �O zs rn z OC �rn - �rn�33 11 'nn - u 0rn D F-- � -z+�0 0 -R SD rn70 x z� n z z D -nn rn = F r Z -o D� z 0 00 z0 rn �n Orn Z� �G� 0 rn �rn 0➢ �rn Z➢ r— rn� ����n 7u 0O� ➢gin rnr-i F- uj 0rfl 700 �Q rn� 0r- Zz Fn n z ADO r_zCi1 K D r zD Z 00 C-irn ---I D z �DO -py mrn �Q rnN oD Z �n 0 70 (f1 0 7 n �� n OD u rfl z �rn N 2 v! 0 0 �O _C X000 7u� /� 03 =O0 -sem O 70 < T -1 zx z 0 0 0 0 D 0� 0 nU s rn z G� �C z DG�rn 70> rn D n rn- 6> C1l rnOCAC� /�®C1�C>-I-iCt�rnDC> DCl�-I O -I nOC� �0 000�0 lFn F -n =Crn --i FT, n ni 0 D n O -I -n o=-i(N>n Orn—��rnrno00 00-I Czrn z=G-Iz0<z0 -1 /�I 0zrCrnC- 0 00 70 DO�� rnm70 �O®O 0�rn �rnD zm �Orn�rn > < rn- -0 rn FT DO M�z�D uGC�A) rnT ➢ rn ornzz rn70 < C (fj �� zz -I-ziz �-nz-i� ��71 ®� m _'� -70 Z -� ornz -nz 000rnz �K-0 Dorn �O FTJ --nD r CTJr��0u �O 77 ---1 �70��� i0� C> 0 Q � � � 0 � � � � � U 0 � � z � z 7�-no �n�® OoO�� n�z cI} rDrnz 00� rn�� �F- - Ciz= �Cr Ct�m zz7�-I _ID C1�rnD eFTI FTIrn DSC 70 K 70 03 �F®-�-I G) rn0rn �Orn�rn 00 C 71 0 FTI FTI W C -I Cts rn O rn O rn z r,� rn -I C1� G. 22 �'n0rn � �FTI 70 cPa� cDt�O��D 70 ��o = DOCi-I � DD� -UAC=z �7�7Ct�00 1= 70 �0 O �` C t� - z FTI G� rn / t7 0 C C7 0 O• 0 z nrnDCN OXz--� D -u os Z 0 �N 7u � cz1�rnrn Z� rn0FTI 0 -z+�0 7,�0 rn SD F -n' C1� -I� 00� 7,0�z �z0rnz O 7u LD u- glrTl 0O � D a p7 �rn 0➢ �rn Z➢ r— �� Q7 -I ����n 7u 0O� ➢gin rnr-i F- Cu s Fn K 70 D z� 7i 0r- Zz rnnD� 0-- rnO�O C71Z0- ADO r_zCi1 D r rn O rn C-irn ---I snQrn �DO -py O F—n �0�� Z �n r<n 0 b �� mzn rfl N 2 v! x 0 z rn �O _C X000 7u� /� 0j nz� n =O0 -sem T -1 rn z 0 0 0 0 _ rn U 0� 0 O C�I� �C rn�D � DG�rn 70> 7`0 D n rn- rn rn <7� z O rn RCP nO O rn C o � o0 Fri 0K0� mD 70 z =na rn . C) oc� z -o O rnDK nrn zl FTI Z70 C➢FTIA 0 O O 0 0 r rn OO O 0 < zrn rn 70 rx K0➢ Z U) -j 0 z rnm➢x z 5 =1 r �<n� Oz0 O-inIC1� =n rn Fn N 70 /� � -_i �O<z --i r o O� rn � n rnn 70 s rn U) 70 n rzn D r C C7 DRAWN MAB CHECKED --- DATE October 23, 2018 JOB NO. --- SCALE: as shown co Cl) I CD C rp 3 N Corrl I � ,—. (-- fTl z � rl = o NEW RESIDENTIAL STRUCTURE 106 GENERAL MARSHALL BLVD. TYBEE ISLAND, GEORGIA 31328 FOR SALTWIND CONSTRUCTION SAVANNAH, GEORGIA PROPOSED SITE PLAN 'D M U) 'D Fn N gg rrl Z DESIGNED --- DRAWN MAB CHECKED --- DATE October 23, 2018 JOB NO. --- SCALE: as shown 3" (min) D M w 0 D U) gg rn Z m < x p CID � N < Z CO < M C14 rn 0 70 U 70 - rn rn rn FM F- bi O z rn 03 n X70 O °) 0Fn Z: 00 CD 7u D 70 rnuC zr-nl-ni C-) rn z U) rn CP rn O Z Q rn 0 N rn CSI BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLsoUTH.NET REVISIONS WE I N O N Ut may 2 crni� GZj M ' : n ZI -�0rr'cn n 0 'C z or -I -Z Z -,"'oI,oy�n rm rnom m m 200 Q o Z r o o;�o u) �3 0 C >.. m z omrn� o O z o�� m zoom o ,o.,.� U om-ov rn (/) i m O. oomz 0 - m o�n0 C Cx O p O O CO) Nod O p r4. Mm �. o�oogrn� rn m:zt. z O (/) cZn 0:0 �; ;ZZ Za�a�o Z `�-zc000� o ('Einm 'i �o0ama °rn°�vZiOz� orn (rnrn ��c(� �� NOn;D 01�Z�Og1 V)Z=ZN•C acrncnm `i '0 rn ornDGio to 'C o2-io2 mao -rnomzv'� `XO M �Mz�r- . _rri --10 X 0 0 F m M nm ..I.•. B ®� D r - O -i N O� o Z m C D DRAWN MAB U) . _rri --10 X "0 0 F m F, �1 0 m m CZNO D O r o o;�o u) �3 D— O_Irn z TOS O rz:r� m Nm m ,o.,.� U Dp O. cc - cq ZOr C Cx O p O O CO) c� O p r4. Mm �. rm m O cD mn O �m O Q• " n z Cb aa r D n m O (QD --a C C7 DRAWN MAB O . _ rn .,, r4- X . _rri JOB NO. --- Cb�° O rt '"' CD F, * O cn° n --'° �' Cx ui o;�o o �3 cc ccn cD cn O `D ? O• n 0 rt c ? ^* '� O Oj�(a O CO) Q ,o.,.� U Q�� c� O.�O O. cc - cq C Cx O p O O CO) CX O O p r4. p �. O cD Z) rt O O Q• " n O �• n s Cb aa CLn O (QD Cb (QD O.. (QD :3(D O = tQ C O �' o co Cb a(p c c CO)rt rt O �° _ CL Q = n j° Q (D O Q Cb CO)O rt Q CO)• CO) O. C 'O c �. � � rt O O --a C C7 DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown O F, rn z� SONS: ° �va r rrl o;�o �3 cc ccn m 9 I � rTl Z � r, = o _co _0 m X r0 V1 0 z z 0 co m m z i n 0 z 0 1 or 1701 i -'I z rn � N CD N (rlf� N N 9) O Of 0) -- -- -- N82°17 W _ 105.99' =— -- — �� N O O DSN �N\�=a�N D�N—®+–aqN % D�N D% —a9l N n 1— -••--� Tom'..................................................................................... �� Wim! 5' PSL \' --- Fri 1Z °� CDI `Y• N ' N � 10' 8S L ` / m m z / miA � CD9,1 W w w I - 1 Cr I � C11 K I� 0 1�I !/) II 1 z I I rn I rn w I N I x W ° 1 I I I I � 1 I I 1 �I 0) D 1 —001 x D rn Cf)I I 1 v P 0 irz 01 10 0 117-CDI 1 II I o0 0 1 N I OD Ln ILnI D11 � I ► 1 m 0 FTI m m z m rn 1 rn rn N N. 10' 135L N � ....... ......... ......... ..... .. ......... .........0) ......... ......... ......... LQ L10% :A I D �LOD �LOD 92.39' S 82°13'37" E P 0) / N a CD '0 � K bo -------- — -j i a_ of z I m N � U) m CO n m Z D 2 m O m U) NEW RESIDENTIAL STRUCTURE 106 GENERAL MARSHALL BLVD. TYBEE ISLAND, GEORGIA 31328 FOR SALTWIND CONSTRUCTION SAVANNAH, GEORGIA SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I DESIGNED --- DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown 0 M C na o 1 m Cx) ') o � 29 O F, rn z� g ° �va r rrl Z S �I OD con uC � u 103 of 1➢ -T11 n -401 Hrn co rn x rn 0 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH.NET REVISIONS 01 Cx) �9 29 c o 0 0 v_m° g ° �va r rrl r z�� 2p 9 �!1 o� C Z C YC 0 0 Z Z Z iol z BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH.NET REVISIONS Z Q) C) DRAWN MAB D Z Z DATE : October 23, 2018 C-) 50 r~- ? °Din-Ioo - I m Z 0y m ::EyO LTi mo;:0 m Amy 2 rn (f)� O m r^ �3 v7 C- r- nz�m z ommm 0 O ornz om�-omo 0 I � fTl Z � r, ;0 rl = o 70 mz�n� m 0 C) o � C-) N o�D o I mea ro I I• N Ut a co 2 C D DRAWN MAB D Z Z DATE : October 23, 2018 to �C.0 SCALE: as shown r rn o-nz0 SON rn D O r C N r^ �3 v7 C- r- yam z CLO O ;u O rz� Nmm I � fTl Z � r, rl = o 70 � Z8 r C� m -� rrn m mn �rn z m �momzm�' -u'o C �_O,mXm 'o .-•.n-ieymcnZna� vi v- 0:;0 O z ZaAD7�0 Z �'CO00� o �a r� O rl�nOD m�cznOz;0 �m vimm MZZJO°22 oKni2OOIt'; �Z acmr'l cnA y m'0 ooa0 21 -< ��mao 2r�Zu) rzi8rZ'•• :zjn -4 0 0 x r0 Vl 0 z z t� Vl 0 0 0 m z i n 0 z 0 0 0 0 Vl M UU) o� of i 1 z --A J2 rn N C) N w N � O) 0 O N 0) _p_ Np82°17' "W _ 10p5.99' _p_ _ N o 0 DSN �N\�=aSN DSN —®+-DSN DSN DSN DSN DG N [F 5 P5L \ --- rTl 7Z................................................................................................. W �)IY'• N N 10'135L i 55 FTI I \. m'f� m rn / Irn rn I rn I w � w w "'JON �� I I 1z�'1 :j 1301 ' n 13 01 z I I m I -0 I ��"I rn / (.4 � u x I OD W CAI �C� � I J elf- °- ca o y. D Q 'o' cn 'O a ca �. CX ? o CD S U1 p S p C S p p n p r4- p (A p r*- � O o ca cp O j(b 0) CD o. o v n:3 Co, 0 -0 v o- cn o- ? CD �` p pS p CCD o. 0 p cD pS pS °' a= CD rn :3 v Cb CD C) O cn n .D ca Q n o z- rn o. � a o. a o O Q (b (brn 3° C Q o rt �- Zr C�D � Cl) CD p j �• ti- rt O oIca. o (bCb _ O :3 U:) u:Cb ) O cx CX O tr n 0° o `� rn rn Z) conte ° CO) :3 rn Cb CD° 0CD. 4 rt o. O C � c �. rn �- � O 0 C C7 DRAWN MAB I; DATE : October 23, 2018 JOB NO. --- SCALE: as shown SON S: �a o;�o r^ �3 C, C, I � fTl Z � r, rl = o 70 0 c� P, rn N N O C1� r- IN 0 rn I9 10' 135L rn I I I DRAWN MAB I; DATE : October 23, 2018 JOB NO. --- SCALE: as shown I vi Ul OD I ...............-.-.—► .....— – – —1►-..... ...... ...... ...... LQD _ -_� �- L'O1 .- .... L2S ...._ 45�_..LOD_ LOD. . 'm 92.39' S 82°13'37" E -P rn / N a CD u (.1) 0o 1 � 01 D -'I I z � m jV 01 u N (n z�p�n0- CCZ�m 0 oN xz mo rn �Zmoz -qX D rno��cr� moo(„ � D� ;u CO nC c D C n c�Zrn-�,-i�� zC m ;u --j �X -� r = m p D Z m Cn Z 1=��—I� �Z X M 0—l(nN� _ m>Ccn(n �(n cn-_I0 = o� M DOOOXr Z Z r � o --1 -Ti Ln ;70Z 0n Z o D=�-n-A (nom rn 0 O o ap 1 o(n z�=M mo .. rn rn Do 0 (n —I NEW RESIDENTIAL STRUCTURE 106 GENERAL MARSHALL BLVD. TYBEE ISLAND, GEORGIA 31328 FOR SALTWIND CONSTRUCTION SAVANNAH, GEORGIA SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II DESIGNED --- DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown m S _rD JI OD t0 C � z I uj of 1➢ z rn �4 0) BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH.NET REVISIONS x 00 v rri zum)(;) r- A OnOZ r Cryi r'y 0 C) ;d Py' � Z '-p 0 0 11 Z 0-q0;0 m moos m gNn m O mr 8j� D �W6�c nZ�nOi r � z oM,��o o O cZno"�'1a Z O Om�� 0 CO) o � amz�o v � o- 'T'v'oa�sm cn oomz o Zro Q o o�yno ° o ° �7~C Cu �- NOD _ C. �CO In m xm Z � r CO - —< N n m �-�--�'> U1 0-- r N0 0 0 C1 Z �lmom m -o ocoo�m�i oapO�n,�r� a m �o�mZ1z Z 1:3 rnZo�oy 2 Za�a�o Z 0 o�o2!�a mzoOZ o�ZooO NZ=ZU) ncinw2 .y .; m oon(;)0 03 -q C) 2* Zi -1 -< � ro I N O N Ut 2CD-' Cu XCb DATE : October 23, 2018 u)—Z_IZ0� '-p 0 0 11 ;0 0-q0;0 m 0ZNo m D O mr 8j� D OLI) C- r Cuomo z Cb s ° ° m O 1= z O N m CO) o � Dm v � o- � � cn p Zro zou) o r ° o ° W� Cu �- mm _ C. rm m CD n n Cn CD �m z Cl) Cx zr '' �° a CD °. '°° cx m O Cb a c� N oc, cn D C C7 m CJS o / \ Ic `J'I 0m 70 = CI)) 03 O r 00 c z -A i O 1 o z n -a �_ N O FTIx X x Z F9 U W X � N P,O N -0 � O O OA 0 fN O) O K: � O 82°17' " W _ 105.99' _ age g, — — agN agl l agN agl agl a 1 N ib o S S -fi- ....���� p .. — —moi► .... — — —� ..... = ..... _ Ki c,+� 5' P5L ............................................................................................. cc N 10' B5L '•�• ` --Ii / T-1 �I LANI SCAPING I / z FTl Cil N X, p o W 0 D 0 X O* X �O000 1 W(.4 rn POOL o m EQUHPC A 010 O x x �� rn W N � D � s Z � c o n N� D _ o b D � p �jV O p I 0 —W O C'' ANDSCAPING °' CD x 0 rn N I� ... DRAWN MAB XCb DATE : October 23, 2018 JOB NO. --- y r- 0 r" 0Cb _ -a 02? C� 1p Ov Z' O �-0 t2. Cos°�.Cx n S N .) Do Cb s ° ° m � Zr o' n ° rt ° s ' '' -.� ° of(bCO O O °. CO) o � °Zrn Cu o. n -o v � o- rn cn Co z- Zro �° o o `x ° o ° rn o.o ° Cu �- _ C. CD CD O rt Cn CD j Cl) Cx zr '' �° a CD °. '°° cx o O Cb CO)° `� (b (b° C CC ° zr O Cb �- CO) :3 � rt )SZZ.- o � o o rn m am 1 O •�-�. ti. O O° O o. `° o a Cu n rn 0° `� Cb� tOi�� O � � CD rt C- Q �- rn O O. z° cx °D o. CCD cn rt o ° C C7 DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown SONS: C� 1p 3 a z N .) Do m no n d 3 I '-j fTl Z � r, = o X I X x a x ,a D 0 10' B5L _ _._..............._ _ ............................................... l ....... ...... ........ 9) 92.39' S 82°13'37" E I / \ x o in I D r ' u UO K bo _ x -I O -A x I Iz I v x T 0 -i Z � � � O N (n Z�O�QZO r-Zm X Q (n X Z -Ti C7 m Z m Q Z M 2 D O m n co D C cnzm��� zC iM x D X m n mm < NO M ml -i m _ —i Cn Z O i Zommm D V) —I� = 0 -0 M D OOOXr X Z Xz r p0 ;u0Z 0n Z O D=��� (nom 1 X 0 0a)—jQ W Z�=—im m0 .. 0 m DZ m 0 U) � NEW RESIDENTIAL STRUCTURE 106 GENERAL MARSHALL BLVD. TYBEE ISLAND, GEORGIA 31328 FOR SALTWIND CONSTRUCTION SAVANNAH, GEORGIA SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III DESIGNED --- DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown x a rn > n ! 0 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH.NET REVISIONS x 00 t0 rnD0 =* ;0. — �� KOK. 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TYBEE ISLAND, GEORGIA 31328 FOR SALTWIND CONSTRUCTION SAVANNAH, GEORGIA NOTES AND DETAILS r9 -9 M M 0 a X O MC C z N DESIGNED --- DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown - mc�'i z z I D Z a) 1 op n 0 m M -< 7p = O K O 0 z mo me z z_ vz -o DD �K o =C N � v D O O O O rt o o 0 0 o D D D D A A A A aDmp N f co M D o n (40 Z z2 w i 1 CL 0 M v 10 *i o m o om om M z O Z O 0 z 0-0 z0 O'u z 0 z m moow Mm m --I m c J c N o �0 3 m D m z N M W C v N �,, iss o r r N O r r O O r O A ;0vso t�A •t�A r M v M 3 n A A A s A 0 F,xP _ z 0 N C lz t s (Al -zi o cn un D 'DO It 0 W N 3. 0 c0�n 3. (n C b rn b rn I X C 4N>c ITI r W Om°s NO vvv NpyO NEW RESIDENTIAL STRUCTURE 106 GENERAL MARSHALL BLVD. TYBEE ISLAND, GEORGIA 31328 FOR SALTWIND CONSTRUCTION SAVANNAH, GEORGIA NOTES AND DETAILS r9 -9 M M 0 a X O MC C z N DESIGNED --- DRAWN MAB CHECKED --- DATE : October 23, 2018 JOB NO. --- SCALE: as shown i 0 • z 0 A OD s I 29 0 C- 0 O Ir a rnI F c Z oZ rnM z N m Is w \\\COs bid VTCOn�+ _a- rld�e \ _N v m M mm ap•1D c16 c 5` -am z c� mc�'i z z I a) 1 op n m -< 7p = O Fn z O 0 z mo me vz -o DD � � N � v D O O O O m D D D D A A A A aDmp f M D GCj1'_ c N I z� mcg = z;0 mcg = Z z2 w i 1 op m 10 *i o m o om om M z O Z O 0 z 0-0 z0 O'u z 0 z m moow Mm m --I m �o m 0� o �0 D D DO DO N C v r r N O r r O O r O r O C fA• fA- •t�A t�A •t�A n A A A A A BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH.NET REVISIONS Saltwind Construction P6+}f^` 06 General Marshall Blvd. T?b ff Island, Georgia w#j'A S7}jwid $ Construction do (Frank $+?2}) Sounding f+}+{ Retreat %7«7+$7}: Georgia 3141 BOSWELL DESIGN SERVICES, «2I « 2 4 EASTHIGHWA »8 # MAILING: /0 d NASSA UDRIVE :»fes 2< i O <: / 912-897-6932 October 20, 2018 1:4,514 Q 0.03 M7 0.13 mi rParcels Outline 1 t --r- ' . ' — I 0.05 0.1 0.2 km Sources:.Esri, HERE, Garrnin, USES, Intermap, iNCREMENF p, NRCat, Esri Japan, METI, Esh China (Hong Kong),.:Esd Korea:, Esr# (7ha{Sand').; NGCC, G OpenStreetMap contributors; and the GIS User Community.; SAGIS Savannah Area Geographic InformaSon:Systern (SAGiS) www.SAGIS.org PIN.- 4--0001 -08-006 Owncr`s Alamc. MATT * MICHAEL 5 f- 5ANDRA E* Owner's Address /: Owners Adclre.5.5 2.- 10872 HAMPTON KD Owners Address 3: City fAlKfAX 5TATION 5t,7te: VA Zip Code: 22039 2700 GEN GEORGE MAR5HALL BLVD TYBFE .'street tight(nq- Mumcipal Code: 4 AletybZ-2orbocd Code; 20230 Land LInit5,- I 1-,jf7d Front.7qC.- 0 Land ,depth: 0 Land 7y-pe. LT ge,glf5t,vte Value. 256500 Land Value: 256500 5vildIng vglvc; 0 Property Class: K Land U.5c Code: 9 ,Tale Price: 250000 Tale /-- Ye,? t -. 2014 .dale A4ontb: 01 5,,10 aiy 16 Traa5lt Code: 0 APC Code: Commercial Category: Agent: TbtalAsSe5-5men�: 102 G00 Leg,71De5crlptlon /.- LOT 5 LIGHT HOU5F- LANDING Fl t eya /cripbon 2: 5 M 15 155 68 Sale or Book; 3935 5gle or Page: 100 5,75e Year Value: 0 Base Keir Value wl CF1, 0 CA UA Z,;?nd Value: 256500 CAMA 5ulldlng Vqlue. 0 CAA?4A Total Value: 256500 Cd1--tj1.?tcdAcreaqe-, 0.275474 Owner IV,3me: MATT $ MIC�IAEL 5 * 5ANDRA ff* f7ullAddre55: GEN GEORGE MAK5HALL 5LVD TY13EE PropertyAddre:55 2., GEN GEOPGff MAIKS�IALL BLVD Property Grp Code: 3 1326 fs,t1m,qt--dz0n1n,g: R-1 f5ttmotedZonlng De5cription: 5mc e T"amjly Re-5identiaj Alderman; 0 CommI55toner 4 1i1:5,-onc Do�rlct: N/A Land Use: N u I I f5tim,ated Flood Zane: AE Clem cntary-5chool-. howird Elementary School Middle,5chool. Coastal Minidle School /116/7 5&hCOI- 151and5 High School Voter r Precinct- 4 -10 C Alder 7ext-- N/A Neighborhood next. Null (75 f AG47D-4440-4DCA-AO55-f39[3A7405B I DI lgyerAlome; Jarce,15 OUthne- ForThe Fr=k Koncul Prqj ect -'N Tlie existing site is vacant and tfie site has several trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and Wl I have grading and utilities. The total site is approximately 0.28 acres with the new project being approximately 0.2 acres disturbed. Detention will not be required for this project, The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chi. ley Urban Complex ). PRE DEVELOPMENT SM CONDITIONS The existing site will be treated as one drainage area. The existing drainage area consists of 0.28 acres which drains predominantly to the west side of The property. The existing storm water run- off volume currently leaving the site will be the maximum allowed to impact any adjacent property during post developed storm events. POST DEVELOPMENT S1W CONDMONS The proposed site will be treated as one drainage area. New drainage is collected on site by sheet drainage and new swales into the existing Tybee right of way and drainage system. I ie TR55 method, was utilized for the analysis of the pre -development and post -development runoff for this site. Hydroflow HydrograPhs software was utilized to perform these analyses and for the: purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: IDF CURVES SAVANNAN HYDROGRAPH GENERATION METHOD = RATiONAL PRE -DEVELOPMENT SLOPE t= SEE EXHIBITS K—OTLNr4W&LWJ''FI 1� gji; I I I e I jL The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany thisreport. DRAINAGE 1 2 5 10 25 _ so 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR YEAR E -D 0.80 0.92 1.18 1. 8 1,68 1 .9 .18 0.96 1.08 1.33 1.58 1.83 2.07 2.32 TOTAL INCREASE E IN 0.16 0.16 0.17 0.15 0.15 0.14 0.14 RUN. -OFF A WA IMPERVIOUS AREA% 0.00 AC�. PERVIOUS AREA 0.28 AC.' TOTAL 0.28 AC I fft-ACIWH IMPERVIOUS AREA = 0. 13 AC�, PERVIOUS AREA = .15 AC TOTAL = 0.28 AC I El I JoCD Of LLJ � =00 00 cr (D lk, Q —j C) 4q Q < < n CD n n 000C 66'90[ M .05,tLZ6 N 6 maN x I /I- Hyd. No. Hydrograph type (origin) Peak flow (Cfs) Time interval (min) Time to peak (min) Volume (Cuft) Return period (Yrs) Inflow hyd(s) Maximum elevation Maximum storage (Clift) Hydrograph description 1 SCS Runoff 0.80 1 726 2,824 1 --- ------ FK-MATT-PRE-DEV-1- 2 SCS Runoff 0.92 1 726 3,279 2 ---- ------ FK -MATT -PRE -DEV -2- 3 SCS Runoff 1,18 1 726 4,208 5 FK -MATT -PRE -DEV -5- 4 SCS Runoff 1.43 1 726 5,154 10 ---- FK -MATT -PRE -DEV -10 5 SCS Runoff 1,68 1 726 6,112 25 ---- ------ ------ FK -MATT -PRE -DEV -25 6 SCS Runoff 1,93 1 726 7.079 50 FK -MATT -PRE -DEV -50 7 SCS Runoff 2.18 1 726 8,052 100 ---- ------ FK -MATT -PRE -DEV -10 Proj. file- FK- MATT PRE-HYDROI GPM file: SAVANNAH.IDFRun date'. 10-20-2018 JL- Hyd. Drainage area Basin Slope Tc method Total precip. Storm duration SCS Runoff 1 yrs 0.28 ac 0.0% USER = 4.50 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (TCN Distribution Shape factor EM = 0.80 cfs = 1 min = 84 0 ft 6 min Type III 300 SCS Runoff - 1 Yr - Qp = 0.80 cfs ftd. No. 2 ITIMSTION OWHI Ile't, Mel Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 2 yrs, = 0.28 ac = 0.0% = USER = 5.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Distribution Shape factor MIM = 0.92 cfs, = I min = 84 = 0 ft = 6 min = Type III = 300 Total Volume --3;279 cuft 2 - SCS Runoff - 2 Yr - QP = 0,.92 ds M Hyd. No. 3 FK -MATT -PRE -DEV -5 -YR 110MOTPIP-01 OL411111 HeA Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 5 yrs = 0-28 ac = 0.0% = USER = .0i = 24 hrs sw Time interval = 1 min Curve number = 84 Hydraulic length = 0 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 MEMMOMM33WH�. M rawlaw'IM -- Ow NIMA"AMMIM-WOP Drainage area Basin Slope Th method Total precip. Storm duration F!" ii = SCS no = 10 yrs = 0.28 ac = 0.0% = USER = 7.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length! Time of conc. (Tc) Distribution Shape factor M M. = 1.43 cfs = 1 min = 84 0 ft 6 min Type III 300 4 Runoff - 10 Yr - Qp = 1.43 cfs 0 5 10 15 20 25 Hyd. No. 5 Drainage area Basin Slope Tc method Total precip. Storm duration = SCSI unoff = 25 yrs = 0.28 ac = 0.0% = USER = 8.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc, (Tc) Distribution pp,. Z -M = 1.68 cfs = 1 min = 84 = 0 ft = 6 min = Type III = 300 Total Volume = 6,112 cuff 5 - SCS Runoff - 25 Yr - Qp = 1.68 cfs Hyd. No. 6 FK -MATT -PRE -DEV -50 -YR K E = SCS Runoff = 50 yrs = 0.28 ac = 0.0% = USER = 9.00 in = 24 hrs SM = 1.93 cfs = I in = 84 0 ft 6 min Type III 300 6 - SCS Runoff - 50 Yr - Qp - 1.93 cfs I M U b 10 15 20 25 Hyd. No. 7 �MIILO:T-P- = SCS Runoff = 100 yrs = 0.28 ac = 0.0% = USER = 10.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time o -L Distribution Shape factor EM = 2.18 efts = 1 min = 84 0 ft 6 min Type III 300 7 - SCS Runoff - 100 Yr - Qp = 2.18 cfs U b 10 15 20 25 Time (hrs) jf Hyd. 7 Hyd. Hydrograph Peak Time Time to Volume No. type flaw interval peak (origin) (cfs) (min) (min) (cuff) Return ' Inflow period hyd(s) (yrs) Page 1 Maximum Maximum Hydrograph elevation storage description (ft) (tuft) 1 SOS Runoff 0.96 1 726 3,508 1 __ ------ --_-- FK -MATT -POST -DEV -1 2 SCS Runoff 1.€ 8 1 726 3,993 2 ---- ------ ------ FK -MATT -POST -DEV -2 3 SGS Runoff 1,33 1 726 4,971 5 __— -_____ --_ FK -MATT -POST -DEV -5 SOS Runoff 1,53 1 726 5,956 10 --_ —_—_ -__-_- FK -MATT -POST -DEV -1 5 SCS Runoff 1.33 1 726 6,945 25 ---- ----- __--- FK-IVIATf-POST-DEV- 6 SOS Runoff 2.07 1 726 7,936 50 ---- --- --_ FK -MATT -POST -DEV -5 77 SCS -Runoff 2,32 1 726 f 6,930 � € 100 - — FK -MATT -POST -DEV -1 f LPrpj� fide: K- ATT PO T- Y it : A,i A, .IIF k lr� t 10-20-2018 Hyd. Eu—i,g I - A'SU:M Drainage area Basin Slope Tc method Total precip. Storm duration I SCS Runoff 1 yrs 0.28 ac O.O % USER = 4.50 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor SMIll = 0.96 cifs. = 1 in = 91 = 0t ® 6 min = Type III = 300 U 0 1L) 15 20 25 1 7t "Olakwo f-wom Drainage area Basin Slope 17b method Total precip. Storm duration = SCS Runoff = 2 yrs = 0.28 ac = 0.0% = USER = 5.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor English = 1 .08 efs = 1 min = 91 0 ft 6 min Type III 300 Total Volume = 3,993 cuft 2 - SCS Runoff - 2 Yr - Qp = 1.08 cfs Hyd. No. 3 i .firL--r,--YV Drainage area Basin Slope Th method Total precip Storm duration i = SCS Runoff = 5 yrs = 0.28 ac = 0.0% = USER = 6.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor 9M = 1.33>c = 1 min = 91 0 ft 6 in Type III 300 Total Volume= 4,971 cuff 3 - SCS Runoff - 5 Yr - Qp = 1.33 cfs U 0 1 U 15 20 25 9 1 a 111,1111-91, NO Drainage area Basin Slope Tc method Total precip. Storm duration K I = SCS Runoff = 10 Yrs = 0.28 ac = 0.0% = USER = 7.00 in = 24 hrs Peak diSGharge Time interval Curve number Hydraulic length Time of conc� Tc, LM = 1.58 cfs = 1 min = 91 = 0 ft = 6 min = Type III = 300 4 - SCS Runoff - 10 Yr - Qp - 1.58 cfs M Time (hrs, if Hyd. 4 Hyd. No. 5 Drainage area Basin Slope Tc method Total precip. Storm duration K M = SCS Runoff = 25 yrs = 0.28 ac = 0.0% = USE = 8.00 in = 24 hrs SIMI Time interval 1 min Curve number 91 Hydraulic length 0 ft Time of conc. (Tc) 6 min Distribution Type III Shape factor 300 ; Runoff - 25 Yr - Qp = 1.83 cf& El w U b 10 15 20 25 Hyd. No. 6 Ly�.-Jf • f*uency Drainage area Basin Slope Te method Total precip. Storm duration = SCS Runoff = 50 yrs = 0.28 ac = 0.0% = USER = 9.00 in = 24 hrs MIM -7—M conc. pff) Distribution Shape factor IMI = 2.07 cfs = 1 min = 91 0 ft 6 min Type III 300 6 - SCS Runoff - 50 Yr - Qp = 2.07 cf-1 Hyd. I = SCS Runoff = 100 yrs = 0.28 ac = 0.0% = USE = 10.00 in = 24 hrs Peak discharge Time interval Curve number Hydraulic length Time of conc. (TO Distribution Shape factor SM = 2.32 cfs = I min = 91 0 ft 6 min Type III 300 7 - SCS Runoff - 100Qp = 2.32 cfs U 0 10 15 20 25 Time (hrs) jP Hyd. 7 �� f _.. ,���� I,. �� `. Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.025 Channel Slope 024000 % Left Side Slope 3M fUft (H:V) Right Side Slope 3.00 fUft (H:V) Bottom Width 3-00 ft Discharge 0.92 ftp/s' 5 Results Normal Depth 2.95 in --z> Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data 092 ft2 4.56 ft 2.42 In 4.48 ft 0,14 ft 0.01866 Rift 1.00 ft[S 0.02 ft 0.26 ft 0.39 Downstream Depth 0,00 in Length 0,00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headless Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope 0.00 ft Infinity ftfs Infinity ftis 2.95 in 0.14 ft 0,24000 % Bentley Systems, Inc. Haestad Methods SoldlhntlftowMaster Wi (SELECTsertes 1) [08.11-01.03] 1 01201201 8 3:45:53 PM 27 Siemens Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for FK-MATT-SWALE-A GVF Output Data Bentley Systems, Inc. Haestad Methods Sol iftbmilOpffiewMaster V81 (SELECTseries 1) [08.11.01.03] 1012012018 3:45:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203.755-1666 Page 2 of 2 11'' 4 = a MT 9�= � Friction Method Manning Formula Solve For Normal Depkh Input Data Roughness Coefficient Channel Slope 0,22000 % Left Side Slope 1.0 ,� ft/ft (H:1/) Right Side Slope 3,00 ft/ft (H:V) Bottom Width Discharge 3.p0 ft r12— 71 Z 0.92 tt-1, ---iP Results Normal Depth 3.02 irt FlowArea 0.95 W Wetted Perimeter 4.59 ft Hydraulic Radius 2A7 in Top Width 4.51 It Critical Depth 0.14 ft Critical Slope 0.01866 tuft Velocity 0,97 ft/s Velocity Head 0.01 ft Specific Energy 0:27 ft Froude Number 0.37 Flow Type SubcritiC21 GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth Profile Description Profile Headloss &,) Upstream Velocity Normal Depth Critical Depth I Channel Slope M 1012012018 3:4£:491 0.00 ft Infinity ftis Infinity ftis 3.02 in 0.14 ft 022000 % Worksheet for FK-MATT-SWALE-B G'A`F Output Data = Bentley Systems, Inc. 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