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HomeMy Public PortalAboutTENTH PL_3 2OF2.pdfhh Inv o -j Yfb U .�. PLAC '�` (� TO .0t 1 �wri w�.�����YY wr '•w sr���wwr w rr��ww.w���ww .lr�.r wh w _h_ _ Q EXT*G 1 � all��/j/ PP ,fff,�/e�%,/.+" 1111 A � i • � � � es � a< � a s sm -� -- a� " -0-0 hh ,tib± ,�ti rti'�• v k� y� 1OR Ac •d Crw,%xh h, �t � � "'� h�� ��•.�hk� tip" '' ,�o• h �! h'=c'*' �'yC h. TOP KxV 10.58 TE as I h Cv 18 I (I !� III f Q f Jay KaminskyCal 1 W 0 70 th. Place In z f f I9 ! f. 1GtiJlYt's L*, til' i 1 a 1 ECOSTONE PERMEABLE PAVERS OR APPROVED EQUAL TO! BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS Q► r� f 14bsa lu i t�1 In In 10 -w� Ill �4. �,+�r.wrwrs+rr.rsrrssrwi�wsr.rr:wwwsr�rw 17t>r'30'tJQ"W 365.170` h+ h \ �9 tu ! In 10 + lb �� +�A �lb • 1� f 1� -•-� I + + 4:' + +q f eel r � NEW DETENTION POND No. 1 2.01 DEEP AND A BOTTOM ltt a'�� �``., • 1 U 41, AREA OF 315 $F (min) WITH + q •• •. 3:4 SIDESLOPES, _ 1'••• _ $ 11I TOP OF BANK 8.0 lu III f .�q• !y qlb 1b BOTTOM 6.00 f �• a +q�++6eit and ethy Loge J04 0ft. t +� I- q• qq ' +'� + o� 1111 + g - REMOVE AND REPLACE EXISTING + ,�•'v '� • +, �''' CURB GUTTER AS REQUIRED Thomas Srnith + e- + + ++•0q qry:` + FOR INSTALLATION OF NEW SD f 4A 71 t. Street+��� i1r Olt PE +q ♦q ''�" �y ��"! + '�� ,,,,(�'' q $��1be s,'� „�.� ,t, +`R•'J rw �www���gil.��w 14) + qO' '"•�� _ `TI' 14q q� T + + bt +Q p�•'Liq�, +qT� a_ +Qy rbc Q1•A �$°:saeamema� '�aas�saeas���x��sxem�mm�s�Qacm �esae�-iss �aas9aa �:Ys�a��eomcm�mszriaaea�ca a��sa�a ao�'�across.� scr��a�sV=s®a�asQ� .�.A P g'? �a� p a� REMOVE AND REPLACE ,p TW RIM 4L74 +111, !' +q + + EXISTING ASPHALT AS q .11 '' A REQUIRED f•OR INSTALLA' I J • C3 '� q00 TAff S M= '*q4� 40' OF NEW SD PIPE +�, � ZRV 9. B8 HEAVY DUTY, BIC'Y"CLE SAFE, q � ----� � 04%___ q 4! INLET TOP TO BE GENERAL A g14 �`�'�` q q° +q°• +q° .t $.7 FOUNDRIES INC. VM 37 OR ,� + + ♦ ELEVENTH ' EET M 5AY 13414 APPROVED EQUAL AS APPROVED EXT'G W BY THE, CITY OF T REE ISS- 370 LF 24V CLASS IV RCP AT 0.22X NEW STORM MH ....... ����.��� ������������.��� oc��s�c:ar�sacz��a�s�a o����������� :���� '+ 'asee�o,� .���a�+.�•�� �a�:� TCP TO MATCH �' �rl�.��rwry7.r�t� �+ PAVING 18.75 w�IE• 1Kk- REMOVww'`• w AND REPLACE1 + + N• +• + �.• *+• +• .• . 50 LF 1811 CLASS EXISTING CURB AND GUTTER .��►' q". +q +q ++~ +' }'` + +.,q(i IV RCP AT 0.32X AND ASPHALT AS REQUIRED + + + FOR INSTALLATION OF NEW p�Qa+ 0 SD PIPE +"4• .�pb` • ♦ +q + + +q 111 + + q0. m CONNECT O EXT1G CURS +qq '' T ST. VASNOI13 INLET BY CORE DRILL Tw am 8.87 IE 5.40 � } 4F' 1W CONC. PRE+A y3 ♦ 4r V �,,� ♦ + ill + GENERAL CONSTRUCTION NOTES f. NEW STORM LINE SHALL BE 1NSTALLED SO THAT EXTSTINa CURB AND ourriR IS NOT ro BE DIS77JRBED. 2. POND SIZE PIPE SIZES AND SLOPES ARE BASED ON AVAILABLE AAV ASSUMED 7-OPOG7RAPHIC INFORMATION. A INSTALLATION OF NEW STORM PIPE SHALL PROGRESS IN A WAY wHICH WILL NOT PRE=VENT mE'S1DENrS PROM USING DRIVEWAYS. q0' %10 1X15 TINCT SITE AND DRAINAGE FLAN IN x201 FIRE HYDRANT NOTE : L A NEW FIRE HYDRANT JS REQUIRED BY THE CITY OF TYSEE ISLAND AND IS TO BE LOCATED AS PER THEIR INSTRUCTIONS. FOP PRICING PURPOSES, THE MOST LIKELY LOCATION WILL BE AT THE INTERSECTION OF BUTLER AND 10 TH. PLACE ON THE WEST SIDE OF BUTLER EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. UTILITY NOTES: I. SANITARY SERVICE LATERALS Ah MAIN 15 LOWE=R THAN THz PROPOSED S710RM DRAIN LINE ND GREAT CARE SHOULD BE TAXEN SO AS TO Nl7T 1NTERUP UTILITY Simms TO' RESIDENCES DURING CONSTRUCTION 21 HAND EXCAVATION MAY BE REO&E'D NEAR SERVICE LATERALS TO PREVENT DAMAQEE, A EXTIO SS LATERALS SHALL BE EICASE0 IN CONCRETE OR PLOWABLE - FILL Ar 7WYE CITY OF TYAZZ l9LAMS OPTION. 4, WATER LATERALS MAY BE 'R'PR41WU ABOVC- _ OR BELOW NEW STORM DRAIN LINE AB REOMME0 AND SHALL BE AS PER THE CITY OP 773EE ISL40 STANDARD CONSTRUCTION PRACTICES. A ANY 1NTFRUPTION IN UTILITIES 7HAT IS REQUIRED FDR coNsTRUCTION ,SHALL BE COORDINATED WITH CITY OP TYBEE= ISLAND PERSON&L. 0 COORDINATE ALL CONSTRUCTION W171 CITY OP TYBEE ISLAND PERSONFL. Iq 70030'OW 25.01L""' x 1 NEW DETENTION POND NJ 2- 2.01 DEEP AND A SOTTOM AREA OF 360 $F (min) WITH 3:1 SIDESLOPES, TOP OF BANK 8.0 �- i BOTTOM 6.0 ra as a +gyp BAN. 111 f 11 II11#�'f � T 1TO F ZUV 925 a +q�• 111 TE E RM BAST . I$ IN SQ + B.SS III I - > FLAG 1U M !II Z UG �j��/� ■ 181 10 �. i� GENERAL CONSTRUCTION NOTES f. NEW STORM LINE SHALL BE 1NSTALLED SO THAT EXTSTINa CURB AND ourriR IS NOT ro BE DIS77JRBED. 2. POND SIZE PIPE SIZES AND SLOPES ARE BASED ON AVAILABLE AAV ASSUMED 7-OPOG7RAPHIC INFORMATION. A INSTALLATION OF NEW STORM PIPE SHALL PROGRESS IN A WAY wHICH WILL NOT PRE=VENT mE'S1DENrS PROM USING DRIVEWAYS. q0' %10 1X15 TINCT SITE AND DRAINAGE FLAN IN x201 FIRE HYDRANT NOTE : L A NEW FIRE HYDRANT JS REQUIRED BY THE CITY OF TYSEE ISLAND AND IS TO BE LOCATED AS PER THEIR INSTRUCTIONS. FOP PRICING PURPOSES, THE MOST LIKELY LOCATION WILL BE AT THE INTERSECTION OF BUTLER AND 10 TH. PLACE ON THE WEST SIDE OF BUTLER EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. UTILITY NOTES: I. SANITARY SERVICE LATERALS Ah MAIN 15 LOWE=R THAN THz PROPOSED S710RM DRAIN LINE ND GREAT CARE SHOULD BE TAXEN SO AS TO Nl7T 1NTERUP UTILITY Simms TO' RESIDENCES DURING CONSTRUCTION 21 HAND EXCAVATION MAY BE REO&E'D NEAR SERVICE LATERALS TO PREVENT DAMAQEE, A EXTIO SS LATERALS SHALL BE EICASE0 IN CONCRETE OR PLOWABLE - FILL Ar 7WYE CITY OF TYAZZ l9LAMS OPTION. 4, WATER LATERALS MAY BE 'R'PR41WU ABOVC- _ OR BELOW NEW STORM DRAIN LINE AB REOMME0 AND SHALL BE AS PER THE CITY OP 773EE ISL40 STANDARD CONSTRUCTION PRACTICES. A ANY 1NTFRUPTION IN UTILITIES 7HAT IS REQUIRED FDR coNsTRUCTION ,SHALL BE COORDINATED WITH CITY OP TYBEE= ISLAND PERSON&L. 0 COORDINATE ALL CONSTRUCTION W171 CITY OP TYBEE ISLAND PERSONFL. Iq 70030'OW 25.01L""' x 1 NEW DETENTION POND NJ 2- 2.01 DEEP AND A SOTTOM AREA OF 360 $F (min) WITH 3:1 SIDESLOPES, TOP OF BANK 8.0 �- i BOTTOM 6.0 ra as a +gyp BAN. zwM VS, BFZ i8 Trip LLDjj I Mary Ann Miller O 17 th. Street 1 1 2 77 th. Stmt +fb% -4 1 ib Of 0 + CUSTOM BOX AND SOLID 01' P, +�• ROUND TOP TO BE CONVERTED ,� 06 IN FUTURE TO ROUND INLET � '� 00 +W TOP OR APPROVED EQUAL +• +��'�' 0 TOP to match gutterAp . h 47 `�� +, ! IE 5.37 {.°k`.' `'4a + x ++ EXVG w , 1g seams smmoa�eaamea ��rsa�aas��m®ma��m $ �as»�m�����st®eeaxq + ��mimss�s�temQo�a$�a�sst �r w� rr�r�r� wwaw�� wr�w.�� w w��ww'r �w,�l ..�w,ww�•wr alb # + +� _Q, � i HEAVY DUTY; BICYCLE SAFE, INLET TOP TO BE GENERAL FOUNDRIES INC. VM 37 OR APPROVED EQUAL AS APPRO' �Y THE CITY OF 7YBEL A " +q4' - > FLAG M Z UG �j��/� ■ ROW rAw c /r/rlrleeff// DIS pug zwM VS, BFZ i8 Trip LLDjj I Mary Ann Miller O 17 th. Street 1 1 2 77 th. Stmt +fb% -4 1 ib Of 0 + CUSTOM BOX AND SOLID 01' P, +�• ROUND TOP TO BE CONVERTED ,� 06 IN FUTURE TO ROUND INLET � '� 00 +W TOP OR APPROVED EQUAL +• +��'�' 0 TOP to match gutterAp . h 47 `�� +, ! IE 5.37 {.°k`.' `'4a + x ++ EXVG w , 1g seams smmoa�eaamea ��rsa�aas��m®ma��m $ �as»�m�����st®eeaxq + ��mimss�s�temQo�a$�a�sst �r w� rr�r�r� wwaw�� wr�w.�� w w��ww'r �w,�l ..�w,ww�•wr alb # + +� _Q, � i HEAVY DUTY; BICYCLE SAFE, INLET TOP TO BE GENERAL FOUNDRIES INC. VM 37 OR APPROVED EQUAL AS APPRO' �Y THE CITY OF 7YBEL A " GENERAL UTILITY N07E'8t f CONTRACTOR IS rO COORDINATE ALL 5AS, LIG#HTINO, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WlrH THE APPROPRIATE UTILITY AGENCIES. A CONTRACTOR 18 RESPONSIBLE FOR LOCATING? ALL RJtIST1N& UTILITIES PRIOR TO COMMENCING? OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT W rH SAME'. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WATER LIA E`S ARE TO BE C-4000 PVC 4 ALL SANITARY SEWER LINES ARE TO UTILrZE RUBBER G:ASKETED ..101NrS AND CONP:ORM 710 .ASTM 3034 FOR PIPE PS1' AND SMALLER A A MINIMUM OP' to, SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MA1N9. 6. 012 GIA. WIRE 514ALL BE IN57ALLED WITH ALL W/471ERl5EWER LINE& 7. WARNING TAPE SHALL BE INSTALLED WITH ALL WATER/SEWER LINES AT t TO 2 Pier DIRECTLY ABOVE LINE. & A MINIMUM SEPARATION OF 2" PRET IS REQUIRED SETWEEN ALL WATER TAPS AND SEMEPR C0NNEC'T1ON:L TRAFFIC AND RIGHT-OF-WAY NOTES: 7. ALL ROAD CLOSZNGSs DETOURS AnD ETC. ARE TO BE COORDINATED WITH THE CITY OF i`YBEE ISLAND; GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAy. _ SCALE: 1A s 2V V� MY T-�Vs 50' +q4' amTog 7 w T4 SI1RAk%111' Mw im ROW /r/rlrleeff// ee/rrr11eee//r r //111111/11111111 re ee11e11dre e#5 ONrAMED RUL 11e/ee ere .0/1111 eller ell// .flee err/ 11111111 MN PIPE '!w 11111101 INCK A tANIlM W li' ' NK ON ERCI1 UK Or M11 ASR,EALL - B&MENJ HEeiAC MEQ' DETAILW'w ,WAM GENERAL UTILITY N07E'8t f CONTRACTOR IS rO COORDINATE ALL 5AS, LIG#HTINO, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WlrH THE APPROPRIATE UTILITY AGENCIES. A CONTRACTOR 18 RESPONSIBLE FOR LOCATING? ALL RJtIST1N& UTILITIES PRIOR TO COMMENCING? OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT W rH SAME'. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WATER LIA E`S ARE TO BE C-4000 PVC 4 ALL SANITARY SEWER LINES ARE TO UTILrZE RUBBER G:ASKETED ..101NrS AND CONP:ORM 710 .ASTM 3034 FOR PIPE PS1' AND SMALLER A A MINIMUM OP' to, SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MA1N9. 6. 012 GIA. WIRE 514ALL BE IN57ALLED WITH ALL W/471ERl5EWER LINE& 7. WARNING TAPE SHALL BE INSTALLED WITH ALL WATER/SEWER LINES AT t TO 2 Pier DIRECTLY ABOVE LINE. & A MINIMUM SEPARATION OF 2" PRET IS REQUIRED SETWEEN ALL WATER TAPS AND SEMEPR C0NNEC'T1ON:L TRAFFIC AND RIGHT-OF-WAY NOTES: 7. ALL ROAD CLOSZNGSs DETOURS AnD ETC. ARE TO BE COORDINATED WITH THE CITY OF i`YBEE ISLAND; GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAy. _ SCALE: 1A s 2V V� MY T-�Vs 50' DETENTION VOLUME CALCULATION CITY OF TYBEE REQUIRED VOLUME = 1,884 CF POND VOLUME: ELEVATION 5.8 TO ELEVATION 7.7 AVERAGE END AREAS, A1=577 SF, A2-1,142 SF AVERAGE AREA= (572+1,,142)/2-859 SF VOLUME- 859 SF (7.7-5.8)=1,632 CF IN DRAIN ROCK AREA: ELEVATION 5.8 TO ELEVATION 4.3 AVERAGE END AREAS, A1=577 SF, A2-201 SF AVERAGE AREA= (577+201)/2-389 SF USE DRAIN ROCK VOID RATIO -0.32 VOLUME=(0.32)(389SF)(5.8-4.3)-187 CF PIPE VOLUME: 15" DIA PIPE, A=3.14(01.62,5)2=1.22 SF TOTAL INLET PIPE LENGTH --44x+711-115" PIPE VOLUME= 1.22{115)=140 CF TOTAL DETAINED VOLUME PROVIDED -1,632+187+1401=1,959 CF 1,959 > 1,884 - OK Top Sank J2 — — — — — — — ------------ --------- -------- 7 E T'-'0 Senk ete d q, n AM I 8M^11ON 5'8 Am 577 SF Wooden Fefic J— � It VOLUME DIAGRAM I E,t L S Adjacent Residence Top Bank .Ip - — — — — — — — — — — — L -------- J2 n AREA 2 't n 13"ATION7--'- 7. —A=19142 SF Wooden Fence A-33 N 7V30'W w Of VOLUME DIAGRAM 2 E L !T Adjacent Residence Top flank — — — -----------L--------- -13 W Toe Bank YJr' Detenti7ftnd A -S -T-7-7 - POND soTom 7 1. sF a ca Wooden Fence N 7CY30'W W VOLUME DIAGRAM 3 Et IV 0 Adjacent Residence 011 Sanitary Sewer IRF No Active Flow Observed Frame 9.39 .0 A " 10* Ole t 0 649 Zone AE Zone AE S:S:MH Out 4.86 BFE 12�O $ SFE 13.0 CO Benchmark Nail in Power Fole Elev. 10.03 MWD06 AL4 PKF 00 0,9 20.0' C' x at %4b x Jay Kaminsky, Et. Al. <4 5, PIN 4-0006-18-013 Portion of Lot 65 003\ x a T Nth .._5 % / , 4? x x 9.2 PFILL POND/BOTTOM O DRAINKELWAyTION 5.25-5.80 j 1 U 71% 7- PLACE GEOTE)MLE FABRIC %1 CMF kTH. NEW ROCK - 6C, AMOCO -2002 OR EQUAL 3/4" iron 4. 7.7 Pipe Fond 04k u 40, ooee ADJUST INVERT ELEVATION OF flon INFM PIPE TO S x-4 MINIMUM 3.23 ` j ! (BED WITH DRAIN ROCK & RL70 FABRIC) 10' Draincqs Easement (5' Each Sida of Una) &3 SMB 39–S, Pg. 54 '0 Dorothy C. Long PIN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 B2LT, LLC 7.8 PIN 4-0006-18-019 Lot B MATCH INVERT a OF OUTLET PIPES IRF INV=5.80* 611 Properties, LLC ZIP PIN 4-0006-18-011 Lot 7 Subdivision of Front Lot 66 iA Z's UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA all By WE 09/18/14 JH I TH DRAWING NUMBER 1 W 1 IRF CMF t. - Sanitary Sewer No Active Flow Observed Frame 9.39 SSMH 16,4 . 47",e 94, Jay Kaminsky, Et. Al. PIN 4-0006-18-013 Portion of Lot 65 6" PVC UNDERGROUND DOWNSPOUT tao.?,, 70.2 1 <F �411'e Dorothy C. Long PIN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 Zone AE BFE 13.0 tp C 10' Drainage Easement 0 0" (5 Each Side of Line) "7j�% SMB 39-S, P9. 54 6" PVC UNDERGROUND DOWNSPOUT EXTENTION TO DETENTION AREA B2LT, LLC PIN 4-0006-18-019 Lot B GOO 9 ARCHITECD.IRE 1.1-ANNING 1N'rF.r\10R ARCHITECTURE DESIGN rA SA# 2012-013 912,3716108 E0. BOX 11,01226 S.ffi,,,'AN1NA,',--1, Guk, 31405 I I Drawing Title: SITE DEVELOPMENT & DRAINAGE PLAN Issued for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 C1 *2 UNlr(JKM CO[O)ING" SYSTEM >r SOIL y, D CONTROL .air PRACTICES • 4 STATEO AND WATER CONSERVATIONr OOF GEORGIA MAP PRACTME DWAIPTION _qTQ" TORAL PRAGTI ES cow I3 ,�YA��IIL ., (,I tuiN -� ^'Y r(( •au;laavvr:a:a v^r^3r aecv.•.orx:•xao.ae.• , g$ �� ,x:>+-:,oe;;:•�rz.s..xrea ;na,•r,'^:ai ';•: . ;tea x,..:ox>':.>:a�.�r•.>.v�erttt»,er nom,:x:;. _ x:rir,;a';,vn ::..u.:ak<•A _<%,,., xa n>tte 'gxC.�ttS S �, .[.5se YQy'r,�',r,�!i5at«.b2::•1io Y• i------- _------ _.----.-_'_.._.....-.........-..-.-..-.-.-..-....-. �y .do .,p, ;5•tys sxt•v....,Y 2>'c`:^ak:•Wn' ((aa •:e1 A'1. .• -• �"'��^..: u.JR,n.2rxM�:i vldan+•t':°'•l'm:.hP:x t.'o::: �: ...................................._..:: :.....-._.-...... _7 .....,....:::.:.n.m..._..-..,.-....� .-._..-� ..-. ��^^a, ^ �.°�p�^/ "wr'' r .vru.,;•vati'cea,x,:eN•>'•arvs a m^ WO x ax •,`Y'�P' 1inL+�v'.^V': 4.:1•}s :ti'.•Xt: B:r:.e::ti RYl:. sdJ6�;,�•,,R+- SF?nS`•v'rRY3r2,n`^LN`S^.'KSk`+ar1Y �Rri*kAa;:$ C;a✓a+'A'ibAskee ' r,. �" �- 3 ! 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"' t4brSco:d:x„taa}hSkrovv'R,,kt ::.ti�'t Jtta:Y4}'SEt•3 EATF^:tVY • s:Ax'>vra .................^ 5' svgq n,�;•.+UYL:w GG:Ra`. •>'WSs: n:..,?V: f•,^N' :. ,chi' ' f..£ makes no warranty or guarantee as to the location, v, .................... `C,a s":i ..rvx,..n --. f�. ..n.,..n....•,r..-..............•-....,nu,u.n................,.».•n ryas- 4a+v:x3, nG-Tt::a -�-•_ .^.2AJ:' �`.+ �.',�. � � IM:o..r;:tu•:v+a,?,�'•<t t<n :::.'.tr::aw o'<ra•5ti'.1• S ley $<R3•'::.'!tk '�,y'�'•,� �Y} � r,(,+K<>,, r.::>:N.:,vk r»Yt:Y..,X.,l: c.. } ......- \x�. • �� y,.n�v�.,•»V.'FJ UC ^:.,•>ti\':n:. �. is tsvtl a:»rA:y;y ao�,.V \`.."• -` c::e�:. :c:au <n••v.xs„<:ce...:i>-::a:,,s•:..:..>c: ii� i,�Ra, G_ 'wrLL'�.-�ef�t+,yfY �•� u ,.:^r.: <n» ic,. G£tM!i:'.Nib l; prepared by others. (See Reference t). The line along $`-:>`uxie:s�:,al�?'(iKo\Sk.:a'ie x•>1::.:�n,. nx.+> .-tbM A ,,Maid''? E i'%: ; nf , k-010!:0 rsY-0K'•�}i>>.1>y'i, <.:r .: rt:nb4<�w:rn+:S!: ��}q :.,W.A 8+2SA .'?,xaa, 4 �'•• � 1Cr,>vrka. "•y\.!"N:•J•: a> 'x>3a�.ti M:X2!r4�:,'••`r..:eC •: •y..l,: Light Pole a closure precision of i foot in 17,112 feet, an angular } rit •k!'l:, V' ¢;t., 5.� ju�a:kt?�.v:.u'.::axt.lc\. Y::••.: :Ssl i.'S v.\I�:S` IRwo f 3 VEGETATIVE MEASURES INSTALLATION F S : <W3:,iL :.W' � ` '• }+>: s Mr'. �� - r -..mr............ , g$ �� ,x:>+-:,oe;;:•�rz.s..xrea ;na,•r,'^:ai ';•: . ;tea x,..:ox>':.>:a�.�r•.>.v�erttt»,er nom,:x:;. _ x:rir,;a';,vn ::..u.:ak<•A _<%,,., xa n>tte 'gxC.�ttS S �, .[.5se YQy'r,�',r,�!i5at«.b2::•1io Y• i------- _------ _.----.-_'_.._.....-.........-..-.-..-.-.-..-....-. �y .do ..-...... . S.i .....................i..... ;•na..ua.:� ;ma}sfras:aae,• i ............. 1 �,-.et, ''.��:~ 1 �%a.+:v'�'.�eu<n:r;;y:�,.F>zcn.::.,v'w^. ra'9^mom >:>aa.�:.r.> SMB Pg. i+A'a:WElsx YaY.gl YN.0tl2'.+, Si Y£4 AM, i %. 'e"r; "• :;4 •,•�4. � S3 , 4 ....: b,::•,;ex:^-aH,a`�ara:...�.,,>:,.. ....•:.�, ; .tiA�:x:::a s•.�aaG'a<e: ma�,'Ca: aa»�,• p•. �S raaev43e}:aa3x � IY::N BIW V!W � 'gym ? ;.<.xn •.Ea,:uc:v^�»,,,:ai::,« �t3 �Rri*kAa;:$ C;a✓a+'A'ibAskee ' r,. �" �- 3 ! '-..a »irc::a.:..r«c.a., yye�aa.., RV4F t'S'„,vas;aa'tM;A. i �,y'!7'-r- 3 ...."„>,>.�x'..s::eti•sa::•.�t1:As,,.,•..»::<c:av�e:air. kL nmagBk r ^'•��x . i'. i3%f 'sv`m..^`w ,�. a�.d6x:+a+>+.9's�X+`. o• _. ftrxtr xs i tag.>-'- «.., i }i'_:t i,.�,a;•..s.:.,�.zc.�.x:sa�mrrx:tzv<.>...;t;: i VAS .Akm• gwswttSR F3Sii556.`ul'ryASM? � .r Ozz;.�2. • fi "t a1`: �::,.{4� .gate N:va :*v`»Y3 u:.a`rs t�^ ._.. ••w•wahwc:. ,,,�rrMeexn\dY ::.. ;,a..,..tt, c t: }................................................,..........-... ..................... E ..............C............................ --i i�.9-�.,�ra• •' p...... ....... 3 .>~3 ..'aro ot,;„G na'xsaov'-y';aa�zx STATE SOIL AND WATER CONSERVATION COMMISSION OF GEORGIA INSTALLATION INFORMATION CAN BE FOUND NOT ONLY IN THE "GREEN BOOK" BUT iN THE FiELD MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, FOURTH EDITION 2002, 4310 LEXINGTON ROAD, P.O. BOX 8024, ATHENS, GA 30603, TELEPHONE 706.542.3065, WWW.GASWCC.ORG, GEORGIA SOiL AND WATER CONSERVATION COMMISSION; HTTP://WWW.GASWCC.ORG/DOCS/ FIELD-MANUAL-4ED.PDF. Sanitary Sewer'`". , IRF No Active Flow Observed �. Frame 9.39 '••..,CMF�� ,. 73 SSMHc7S I8 Oast 4 8Gc 3147" 164.941 4. e lh �J 9.4 v 0 61 •.i Q 4 4 Legend Surveyor's Notes, Abbreviations 1. The elevations shown are basil on NAVD$8 DB Pg. Deed Book /Page. Datum. SMB Pg. Subdivision Map Book 1 Page CMF Concrete Monument Found 2• According to the Flood insurance Rate Map, as PKF PIC Nail Found prepared by the Federal Emergency Management IRF Iron Rebar Found Agency, this property lies in a flood hazard area as PIN Property Identification Number depicted thereon. (Community Panel No. R/W Right of Way i3051C0326F, Elective Date: 9/26/08, Zone AE, Base NAVD88 Flood Elevation 12.0 and 13.0.) The flood hazard line IE invert Elevation as shown was taken graphically from said map, and has not been verified in the field by this Surveyor. Linetypes -- - -- - -- - - -- - -- - -- Fence Line 3. Only aboveground, readily visible structures and ......•......._.....•-------.------ property Line utilities were located for this survey. This Surveyor Building Setback Une makes no warranty or guarantee as to the location, -- - Easement Une existence, or nonexistence of any below ground, ---.<._..--•a -• --.5...�--�-« ----_ •- Overhead Lines non-visible utilities or structures. - - - - - - - - - - - -- Sanitary Sewer Line 4. This property served by City of Tybee water and - -- -- -- -- -- -- --- -- ---, - „- Storm Drain Line sewer services. Symbols 5. Bearings as shown are based on a record plat prepared by others. (See Reference t). The line along 0 PP Power Pale I Utility Pole Tenth Place was held as the Basis of Bearings. 0 WV Water Valve SSMH Sanitary Sewer Manhole 6, The field data upon which this plat is based has LP Light Pole a closure precision of i foot in 17,112 feet, an angular G1 Grate Inlet error of 12 seconds per station, and was adjusted X 7.7 Spot Elevation (Ground) with the compass rule. The plat has been check for • 7.77 Spot Elevation (Pavement) closure, and has been found to have a closure precision of i foot in 50,672 feet. A 5 second total station Instrument was used to determine the linear 0 10 2Q 3d and angular measurements that form the basis of the plat. Graphic Scale i = i0' This will certify that the provisions relative to Georgia Code Section t5 -6-67(d) do not require approval of this plat by any governing authority prior to the recording with the Clerk of Superior Court. STATE LAW REQUIRES 72 HRS. NOTICE 1-800-•282-7411 PropeAy information Street Address: loth Place Current Zoning: R-2 Tax Assessors Property Identification Number:4-0o06-18-oiS Total Lot Area: 4,685 Sq.Ft. 0.11 Ac. u a jay Kaminsky, Et. Al. PIN 4-0006-18-013 Portion of Lot 65 6" PVC UNDERGROUND DOWNSPOUT EXTENTiON TO DETENTION AREA 2 coi a T PERMANENT MB 0 a_ MATTING, ON "a RECONSTRUCTED �4 SLOPE CMF` 3/4" Iran Pipe Found 9.2 wooder, fieh ce 1 1001, 1 S :?q " Dorothy C. Long PiN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 PKF - - G i1wfl-W i Sdi f A_q 0 Us' t©.o' 1 � � r r E 1 10, r � ; l / 5.9 Dsq l! Mb � •..,, SDI DETENTIOI POND v 4 40 n Cg I GENERAL NOTES: i. PRIOR TO ANY WORK iN OR AROUND THE EXISTING DETENTION AREA, INCLUDING ANY GRUBBING, CLEARING, OR MAINTENANCE THE G.C. SHALL CALL A MEETING WiTH THE CiTY OF TYBEE AND THEIR REPRESENTATIVE TO DiSCUSS PROCEDURES REQUIRED TO PROTECT DETENTION OUTFALL 2. AT THE END OF CONSTRUCTION AS -BUILT VOLUME OF DETENTION AREA SHALL BE TAKEN AND SUBMITTED TO THE CiTY OF TYBEE. Zone t BFE 12.0 i Zone AE HFE 18.0 °`tet PP 1 Y" �M l ,oys, 60q 9 2 8.3 1 G.C. TO 1NSTAA j FABRIC UNDER ti REMOVE CLE, OR AFTER' OF SORE .. I� TER C oncret P Slab ab 31 lot Drainage Easement (g. Each Side of Line) SMB 39-S, P. 54 Pg. V 9 ARCHITECTURE lsl.ANNlNix 1N1` .Rl.0f'k ARC1,.i Tl:a Tl.)R€ CIESIGN 1'E 7.7 WV 78 Grate. Inlet �`- .`, Frame 7.93 IE 5.79 �.. 7.9 _ r rX � cu 1 Sdi E VM= 6" PVC *� 0 0 UNDERGROUND U • DOWNSPOUT j EXTENTiON To DETENTION AREA 5 A# 2012-013 t iS11NG 15' RCP :MO 82LT, LLC PIN 4-0006-18-019 Lot B r 23 7 i fi iE 5.80 i Sdi 1 IE 5.81 fi 5.6 / G 1 1 5.9 8.4 �'� I 1 r • 8.1 krolp 5.7 N 70'3 001, $ank 6p 81, 8'7.9! Zone AE l BF6 10.0 Zone AE 8.1 �y ` t BFE 13.0 `' NO IRF , N 611 Properties, LLC / 0 cPiN 4-0006-18-011~''•-•.. z q Lot 7 Subdivision of Front Lot 66 j ReS'denee 7.9 912373,6108 ✓rvr ✓ 3 405 WA v v 0 CL 0 111� M r� Drawing Title: EROSION CONTROL PLAN 1 ssu ed for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 Document # Cl.l It 'ved 9 SSMH Ae\ 9. L I Dorothy C. Long PIN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 This will certify that the provisions relative to Georgia iz Z_, Code Section 15-6-67(d) do not require approval of this plot o i1 by any governing authority prior to the recording with the E -S Clark of Superior Court. 0 1 V 70(6 Bone 12.0 AE of Zone AE SFE 13.0 Benchmark Nail in Power Pole Elev. 10.03 NAV088 PKF PP 8.3 09, C1 ac A; IV 2a.W p 0 10 20 31 Graphic Scale 1• NO STATE LAW REQUIRES 72 HRS. NOTICE 1-500-282-7411 7.112 Z 7 WV k,7.8 Grate Inlet GI � Frame 7.95 'IE 5.79:1 014 CY( If ql Grate Inlet Frame 7,00 B2LT, LLC PIN 4-0006-18-019 Lot B 10' Drainage Easement (V Each Side of Line) SMIR 39-S. Pg. 54 Legend Abbreviations DB Pg. Deed Back / Page SMB Pg. Subdivision MOP Book / Page CMF Concrete Monument Found PKF PK Nall Found IRF Iron Rebar Found PIN Property Identification Number R/W Right of Way NAVD88 North American Vertical Datum of 1988 IE Invert Elevation Linetypes - - - - - - - - - - - - Fence Una Property Una - -- - -- - Building Setback Line Easement Line Overhead Lines - - - - - - - - - - - - Sanitary Sewer Line --------------- Storm Drain Line Symbols 0 PP Power Pole / Utility Pole 0 WV Water Volvo (9) SSMH Sanitary Sewer Manhole -4 LP Light Pole go GI Grate Inlet X 7.7 Spot Elevation (Ground) e 7.77 Spot Elevation (Pavement) Jay Kaminsky, Et. Al. PIN 4-0006-18-01,3 Portion of Lot 65 X 9.2 8.7 CMF 6.9 3/4" Iron Pipe Found j 14 W OO 70 d*) rence 25.0'e, 5.9 0 d S Dorothy C. Long PIN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 This will certify that the provisions relative to Georgia iz Z_, Code Section 15-6-67(d) do not require approval of this plot o i1 by any governing authority prior to the recording with the E -S Clark of Superior Court. 0 1 V 70(6 Bone 12.0 AE of Zone AE SFE 13.0 Benchmark Nail in Power Pole Elev. 10.03 NAV088 PKF PP 8.3 09, C1 ac A; IV 2a.W p 0 10 20 31 Graphic Scale 1• NO STATE LAW REQUIRES 72 HRS. NOTICE 1-500-282-7411 7.112 Z 7 WV k,7.8 Grate Inlet GI � Frame 7.95 'IE 5.79:1 014 CY( If ql Grate Inlet Frame 7,00 B2LT, LLC PIN 4-0006-18-019 Lot B 10' Drainage Easement (V Each Side of Line) SMIR 39-S. Pg. 54 Legend Abbreviations DB Pg. Deed Back / Page SMB Pg. Subdivision MOP Book / Page CMF Concrete Monument Found PKF PK Nall Found IRF Iron Rebar Found PIN Property Identification Number R/W Right of Way NAVD88 North American Vertical Datum of 1988 IE Invert Elevation Linetypes - - - - - - - - - - - - Fence Una Property Una - -- - -- - Building Setback Line Easement Line Overhead Lines - - - - - - - - - - - - Sanitary Sewer Line --------------- Storm Drain Line Symbols 0 PP Power Pole / Utility Pole 0 WV Water Volvo (9) SSMH Sanitary Sewer Manhole -4 LP Light Pole go GI Grate Inlet X 7.7 Spot Elevation (Ground) e 7.77 Spot Elevation (Pavement) Surveyors Notes 1 The elevations shown are based on NAVD88 Datum. 2. According to the Flood Insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property lies in a flood hazard area as depicted thereon. (Community Panel No. 13D51C0326F, Effective Date: 9/26/05, Zane AE, Base Flood Elevation 12.0 and 13.0.) The flood hazard line as shown was taken graphically from said map, and has not been verified in the field by this Surveyor. 3. Only aboveground, readily Visible structures and utilities were located for this survey. This Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of any below ground, non—visible utilities or structures. 4. This property served by City of Tybee water and sewer services. 5. Bearings as shown are based on a record plot prepared by others. (See Reference 1). The line along Tenth Place was held as the Basis of Bearings. 6. The field data upon which this plot is based has a closure preclisicni of 1 foot in 17,112 feet, an angular error of 12 seconds per station, and was ad)usted with the compass rule. The plot has been check for closure, and has been found to have a closure precision of I foot in 513,672 feet. A 5 second total station instrument was used to determine the linear and angular measurements that form the basis of the plot. Reference 1. Plot recorded at SMS 39-S, Pg. 54. 2. Deed recorded at DS 371-D, Pg. 422. Property Information Street Address: 10th Place Current Zoning: R-2 Tax Assessor's Property Identification Number. 4-0006-15-015 Total Lot Area: 4,685 Sq.Ft. 0.11 Ac. Boundary & Topographic Survey Lot A of a Subdivision of The Eastern 225 Feet of Front Lot 65, Word No. 4 City of Tybee Island Chatham County, Georgia Prepared For: Howard & Foith Levy Plot Date: December 7. 2012 December 5, 2012 9S I NT * FIR t. o E 0 "a cc 2-373,6108 VAJ,NNAH. (5A. °x•05' I I I Drawing Title: SURVEY Issued for: CONSTRUCTION Issue Date: 2013-09-06 Document 1#L Cleo -F!"'ROJECT INFORMATIONDATA PROJECT NAME: OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3 THE LEVY RESIDENCE PATIO (CONC.) : PROJECT ADDRESS: MIXED OCCUPANCY: NO #5 10TH PLACE SEPARATION: N/A TYBEE ISLAND, GA. ENCLOSED (CONDITIONED) : CONSTRUCTION TYPE: V -B PROPOSED USE: MIXED CONSTRUCTION: NO SINGLE FAMILY RESIDENTIAL SPRINKLERED: NOFIRE REFLECTED CEILING PLANS DISTRICT: YES OWNER CONTACT: BUILDING HEIGHT/ STORIES: 2 HOWARD &FAITH LEVY MEZZANINE: NO SECOND FLOOR REFLECTED HIGH RISE: NO JURISDICTION OF CODE ENFORCEMENT: SITE DEVELOPMENT/ CITY OF TYBEE ISLAND EXPOSURE: CLASS B (CONDITIONED) : DESIGN WIND SPEED: 130 MPH/ 110 SUSTAINED DESIGNER OF RECORD: SEISMIC CLASSIFICATION OF SITE: ZONED SHAH ARCHITECTURE A3.1 P.O. BOX 10226 2013-12-20 SAVANNAH, GA 31412 P:912-447-36oi F:912-447-3602 A3.2 RESHMA SHAH JOHNSON, AIA - GA. RA 012295 2013-12-20 GENERAL NOTES STRUCTURAL SPECIFICATIONS 2013-09-06 AV 1. THESE DRAWINGS MAY REQUIRE SEPARATE CABINET & EQUIPMENT NOTES: MECHANICAL, ELECTRICAL, AND PLUMBING 11. CABINET LAYOUTS ARE PROVIDED FOR DESIGN ENGINEERING DOCUMENTS, WHICH INDICATE CONFIGURATION ONLY. EXACT LAYOUT AND REQUIRED SERVICE AND RISER DIAGRAMS, PLACEMENT OF FIXTURES, APPLIANCES, CABINETS, AND CALCUATIONS AND INSTALLATION SPECIFICATIONS COUNTERTOPS ARE TO BE DETERMINED IN BEYOND THE ARCHITECTS BASIC LAYOUT AND COO RDI NATION WITH ARCH ITECT AND GEN ERAL SELECTIONS. CONTRACTOR, DURING ROUGH -IN. 2. SELECTIONS NOT INCLUDED IN THESE DOCUMENTS FINISH NOTES: WILL BE COORDINATED BY THE ARCHITECT THROUGH A 12. FLOOR, WALL, CEILING, FINISHES AND INTERIOR TRIM SUBMITTAL/ SELECTION PROCESS. ARE TO BE DETERMINED BY THE ARCHITECT. SELECTIONS NOT MADE HERE WILL BE SELECTED BY THE 3. THESE DOCUMENTS ARE THE WORK INSTRUMENTS OF ARCH / OWNER DURING THE SUBMITTAL PROCESS. THE ARCHITECT AND HAVE BEEN PREPARED 2013-12-20 SPECIFICALLY AND SOLELY FOR THE PROJECT NAMED PL�.rMBING NOTES: HEREIN. THEYARE NOT SUITABLE FOR USE ON OTHER 13. PLUMBING SUB -CONTRACTOR SHALL SUPPLY RIDER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE DIAGRAM W/THEIR SUBMITTAL. PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS STRICTLY PROHIBITED. THE ARCHITECT SHALL BE FRAMING NOTES: DEEMED THE AUTHOR AND OWNER OF THESE 14, ANY AND ALL STRUCTURAL ENGINEERING DOCUMENTS DOCUMENTS AND SHALL RETAIN COMMON LAW, SUPERSEDE ARCHITECTURAL DOCUMENTS AND STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING SCHEDULES WITH REGARD TO SIZE OF STRUCTURAL THE COPYRIGHT. MEMBERS, PLACEMENT, AND CONNECTION DETAILS. 4. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE 15, DOOR OPENINGS SET 6" OFF INTERSECTING WALL, CONTRACTOR WILL REQUEST CLARIFICATION FROM THE UNLESS OTHERWISE DIMENSIONED. ARCHITECT BEFORE PROCEEDING. NOT ISSUED A1.2 16. ENGINEERED DRAWING DESIGN CRITERIA FOR 5. CONTRACTOR WILL VERIFY ALL EXISTING CONDITIONS STRUCTURAL CALCULATIONS IN THE FIELD- ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. FLOOR LIVE LOADS: 40PSF 2013-12-20 ROOF LIVE LOADS: 20 PSF 6. INFORMATION CONTAINED ON THESE DRAWINGS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL ENGINEERED SHOP DRAWINGS SHALL INCLUDE THE CONTRACTOR IN EXECUTING THE WORK. EVERY FOLLOWING ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF SUCH CONDITIONS. • ROOF FRAMING PLAN INDICATING SIZING AND 2013-09-o6 SPACING 7. WHEN ARCHITECTURAL DRAWINGS ARE IN CONFLICT • DETAILS INDICATING CONNECTIONS, BRACING, AND WITH OTHER CONSULTANT DRAWINGS, THE GENERAL PERIMETER CONDITIONS CONTRACTOR SHALL REQUEST CLARIFICATION FROM . CALCULATIONS INDICATING ENGINEERED RESULTS THE ARCHITECT BEFORE PROCEEDING. SEE COVER PAGE FOR NOTES AND LIMITATIONS TO ARCHITECTURAL WINDOW AND DOOR NOTES: SCOPE OF SERVICES. 17. G.C. TO COORDINATE ROUGH OPENINGS PER MANUFACTURERS SPECIFICATIONS. FOUNDATION NOTES: 8. GC/ ARCH TO COORDINATE ALL IN -SLAB ELECTRICAL 18. G.C. TO PREPARE EXTERIOR OPENINGS PER ASTM AND PLUMBING REQUIREMENTS WITH APPROPRIATE E2112-01. SUBCONTRACTOR TRADES PRIOR TO PLACING SLAB. 19. DP 5o RATING OR APPROVED EQUIVALENT TO COMPLY DIMENSION NOTES: WITH ALLAPPLICABLE BUILDING CODE AND g. DIMENSIONS ARE TO THE EDGE OF FOUNDATION REGULATORY REQUIREMENTS. FRAMING, OR EXTERIOR FACE OF SHEATHING, U.N.O. 20. PROVIDE IMPACT RESISTANCE GLAZING FOR OPENING 10, DO NOT SCALE DRAWINGS. CONTACT ARCHITECT WITH PROTECTION AT ALL NEW WINDOWS, SKYLIGHTS AND ANY DISCREPANCIES. DOORS IN ACCORDANCE WITH SECTION 16og.1.4 OF THE 2000 INTERNATIONAL BUILDING CODE. BUILDING AREA GROUND FLOOR: ENCLOSED (CONDITIONED): 278 SF PATIO (CONC.) : 259 SF FIRST FLOOR: ENCLOSED (CONDITIONED) : 1,o62 SF SCREENED PORCH SURVEY 272 SF SECOND FLOOR: REFLECTED CEILING PLANS ENCLOSED (CONDITIONED) : 896 SF DECK SECOND FLOOR REFLECTED 200 SF ROOF DECK: SITE DEVELOPMENT/ 2013-12-20 ENCLOSED (CONDITIONED) : o SF DECK DRAINAGE PLAN 321 SF TOTAL PROJECT (CONDITIONED): 21236 GSF TOTAL PROJECT (UN -CONDITIONED): 1,052 GSF DRAWING INDEX 9 ISL,/kNN1I N1, DESIGN, CV COVER SHEET 2013-12-20 A2.5 GROUND & FIRST FLOOR 2013-12-20 C1.0 SURVEY 2013-09-o6 REFLECTED CEILING PLANS C1.1 EROSION CONTROL 2013-12-20 A2.6 SECOND FLOOR REFLECTED 2013-og-o6 C1.2 SITE DEVELOPMENT/ 2013-12-20 CEILING PLANS DRAINAGE PLAN A3.1 ELEVATIONS 2013-12-20 A3.2 ELEVATIONS 2013-12-20 S2.0 STRUCTURAL SPECIFICATIONS 2013-09-06 AV BUILDING SECTIONS 2013-12-20 S2.1 FOUNDATION & SLAB 2013-12-03 A4.2 BUILDING SECTIONS 2013-09-o6 PLAN / DETAILS A5.1 TYPICAL WALL SECTION 2013-og-o6 52.2 FIRST & SECOND FLOOR 2013-12-20 A6.1 DETAILS 2013-og-o6 FRAMING PLANS/ DETAILS A6.2 DETAILS 2013-12-20 S2.3 ROOF FRAMING PLAN / DETAILS 2013-09-06 A7.1 INTERIOR ELEVATIONS NOT ISSUED A7.2 INTERIOR ELEVATIONS NOT SSUED A1.1 DOOR &WINDOW SCHEDULES 2013-12-20 A7.3 INTERIOR ELEVATIONS NOT ISSUED A1.2 FINISH & FIXTURE SCHEDULE 2013-09-06 A2.1 GROUND FLOOR PLANS 2013-12-20 A2.2 FIRST FLOOR PLANS 2013-12-20 A2,3 SECOND FLOOR PLANS 2013-09-o6 A2.4 ROOF PLANS 2013-09-o6 ABBREVIATIONS 0 > r. (U 0 CUG E U 0 "13 r SA* 2012-013 91.2.3735-6108 I.o. Pox '1022i) ..x �;,405 w� PPROVED S'ea.150 fit.► -F Cqyq 1. 2. 10 J: � a Flan; ce-� Wel 0 s� ACPS ACOUSTICAL PANEL COL COLUMN FXT FIXTURE MIN MINIMUM SH SHELF CEILING SYSTEM CONC CONCRETE FLOUR FLOURESCENT MISC MISCELLANEOUS SPEC SPECIFICATION ABV ABOVE CONT CONTINUOUS FL FLOOR MO MASONRY OPENING SQ SQUARE �i 0$ to ADJ ADJUSTABLE CPT CARPET FT FEET MTD MOUNTED STD STANDARD C, , AFF ABOVE FINISH CT CERAMICTILE GALV GALVENIZED MUL MULLION SS STAINLESS STEEL s FLOOR GL GLASS STOR STORAGE jOHNSO A/C AIR CONDITIONING DBL COUBLE GYP GYPSUM NA NOT APPLICABLE STRUCT STRUCTURAL AHU AIR HANDLING UNIT DEMO DEMOLISH NIC NOT IN CONTRACT' SUSP SUSPENDED '?a NV' �� ALUM ALUMINUM DH DOUBLE HUNG HDR HEADER NOM NOMINAL SYS SYTEM ALT ALTERNATE DIA DIAMETER HDW HARDWARE NTS NOT TO SCALE APPL APPLIENCE DIM DIMENSION HDWD HARDWOOD TBD TO BE DETERMINED APPROX APPROXIMATE DIST DISTANCE HM HOLLOW METAL OC ON CENTER TDL TRUE DIVIDED LITE ARCH ARCHITECT DN DOWN HORIZ HORIZONTAL OPNG OPENING TR TREAD Drawing Title: ASBO AS SELECTED DR DOOR HR HANDRAIL T&G tOUNGEAND BY OWNER DW DISHWASHER HT HEIGHT PERF PERFORATED GROOVE COVER SHEET DWG DRAWING PLAM PLASTIC LAMINATE TEL TELEPHONE BD BOARD DWR DRAWER IN INCH PNL PANEL TEMP TEMPORARY Issued for: BF BIFOLD INCL INCLUDE PT PAINTED THK THICKNESS CONSTRUCTION BLDG BUILDING EA EACH INSUL INSULATION PR PAIR TV TELEVISION BLKG BLOCKING ELEV ELEVATION INT INTERIOR PDR POWDER ROOM TYP TYPICAL BVL BEVELED ELEC ELECTRICAL EQ EQUAL JT JOINT R&S ROD & SHELF UC UNDER COUNTER Issue Date: CAB CABINET EQUIP EQUIPMENT REF REFRIGERATOR UNFIN INFINISHED 2013-12-03 CTR CENTER EXT EXTERIOR LAM LAMINATE REQ'D REQUIRED CJ CONTROL JOINT LAV LAVATORY RM ROOM VERT VERTICAL CL CENTER LINE FD FLOOR DRAIN CLG CEILING FF FINISH FLOOR MAX MAXIMUM SCHED SCHEDULE W/D WASHER / DRYER �� # CMU CONCRETE FFE FINISH FLOOR MECH MECHANICAL SECT SECTION WD WOOD MASONRY UNIT ELEVATION MED MEDIUM SF SQUARE FEET WH WATER HEATER CO' CASED OPENING FIN FINISH R MFR MANUFACTURER SIM SIMILAR WHM WELDED HOLLOW S 70030'00"E 165.00' - PT. LOT 65 D. Ti. 146 B U4 D. 8. 141 F 403 R-8. D 52 - P. R. D. B 232 N 70030'00"W REFERENCE: YR IJ 8 3641 J. WMTLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHON�: 912-352-0464 FAX: 912 352 7787 165.00, 10TH. PLACE 15' ROADWAY' ZONE Afi, RFF. 13 ZONE A6, BFE 14 N 19032'00"E 4.87' S70030 I '00"E — 130.17' S 70030'00"E 225.00' --A 5/81, RBF 60.09, P -Ks 70.07' GRATE INLET 20' DRAIN. ESMT. TOP ELEV 9.15 IE 6.27 STORM PIPE 20' PRIVATE DRIVE ACCESS Sc UTILITY ESMT. Ci ul 5/8" RBF R; Al ZONE A8, BVE 15 1 f AI�Ta "-- - ATE W1ET PKS TOP Em 6.19 \94.83- t+- - — — — — — — — CONC. WALK 181, PIPE r in - — — — — — — — — — -- ---- A? r, RAME, BLDG. cQ ri LO C — 1 AIW= 3908 SF S 70°30'(3 „E ua 94.49' Col— j 1 3 STORY W 04 FRAME BLDG. 4PATE Mm C13 S 70"3LO I GQ 6.47 L T C-2 0 cQ AREA =3417 SF to L 10' B,9L 94.19' i6l' has 5/8" RBf ZDNE A8, fIFE 16 ZONE V9, BFE 16 DICK It FILE NO, 00-171RA 11/14/07 INLET 10 0 10 20 30 9.16 GRAPHIC SCALE — FEET T*e 0 R G' GkST STORM DRAIN. AS-BTJILT Na. 28372 PROFESSIONAL LOTS A, B, C-1 & C-2 OF A SUBDIVISION OF TIJE -4- B, EASTERN 225' OF FRONT LOT 65, WARD W. 4, TfBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE S 70030'00"E PT. LOT 65 D. Fs. 146 B 524 D. H. 141 F 403 —P., R, B. D 52 P. R. B. B 232 N 70030'00"W FERENCE: ['RB 8 8366 J. W TLEY'' REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912-352-0454 FAX: 912 353 7787 165.00' 165.00' IOTH. PLACE 15' ROADWAY ZONE A8, BFF 13 ZONE A8, BFE 14 N 19032'00"E S 70n 3O'OO'E 130.17' S 70030'00"E 225.00' 4.67 W — 5/8" RBF64.Q9' PKS 1 74.47' Pr GRATE INLET 1 20' DRAIN. ESMT. TOP EIM7 9.15 STORM PIPE IE 6.27 # 20' PRIVATE DRIVE ACCESS & UTILITY ESMT. # z # # � '• I I I I i I w 1 ;�qI LOT A # 4 ! I AREA = 4685 SF # j .-.- -...ter .,-....r,." _ � . .."'tel• "` .- � � � I I 9 +101 ZVI 4� 18" FLEP i f IE 5.92 # IE 7.05 IE 7.09 4` # o f �• a ° + ++ + �t 5/8" R13F a 12" PLASTIC PIPES GRATE INLET 9.'UP ELEV 9.16 M 6.43 ZONE A8, BFE 13 ZON] A8; BFF 15 # � I # I 10' DRAIN. ESMT. i # ZONE V9, BFE 16 EECEIVED I 70.00' # x x x- --X x X X X x X 94,10, x x mm -mums 5/HS N 70"34'00"W 225.44' PORTION OF LOT 66 MB 1 303 ZONE A8, BFE 14 E A8, .BFE 15 ZONE V9, BFE 16 FILE W 00-171RA 11/'14/07 1n 0 10 20 30 GRAPH.0 SCALA - FEET Tvtt. ej::oc Or- CAUL Nn. 28372 PROFESSIONA X11-Zl�-07 STORM DRAIN. AS --BUILT LOTS A, B, C--1 & C--2 OF A SUBDIVISION OF TME � EASTERN 225' OF FRONT LCT 652 WARD NO. 4, T BEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE 1 E94 ea 96. L • _ / ^^sr� °wv�� �'..% '`- 'r � y, d �4rcY+.^^ • �� '"�-..i""'- V" '� Ms' \ � .^w✓: RECEIVED ,^ rr-ps � SAN. JAI TOP ELEEV 10,92 IE 4.2'7 HEAVY DUTY, BICYCLE SAFE, WARNOIXII h� ,� `' INLET TOP TO BE GENERAL �d 7' II �.Y FOUNDRIES INC. VM 37 OR 8m8 (° �' APPROVED EQUAL AS APPR( 6 Y THE CITY OF TYBEE I L- D C5q).. fill f, N 11� 'r- 'GENERA L CONS- • O TES t NEW STORM LIM5 SHALL 43E IN87ALLE0 0 THAT ,CXf$7-7NG CURB AND 4GU77ER IS Ivor To Be DignlReec, POND SIZE, PIPE SIZES AND SLOPE$ ARE BASED ON ,A VAR-A,5L& AND A55UA4&0 TOPOGRAPHIC INFORMATION. t'j STORM,A INSTALLArION OP NEW IN A WAY WHICH WILL Nor Pkivilvr _ r USING DRIVEW4 IS,a EXISTMG SITE ANO A 1'NA GE PLAN P = 201 4FIRE HYDRANT NOTE 1. A NEW FIRE HYDRANT IS REQUIRED BY THE CITY OF TYBEE ISLAND AND ISTO BE LOCATED AS .PER THEIR INSTRUCTIONS. FOR PRICING P@RPO$ES, THE MOST LIKELY LOCATION WILL. BE AT THE INTERACTION OF BUTLER AND 10 TH. PLACE ON THE WEST SIDE OF SUTLER. .EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMEN79 PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINA;E EASEMENTS TO BE PRIVATELY MAINTAINED. - 1r ,.— Detention Pond Information 1. The high water elevation duritg a .25 year ,storm event will be elevation 7.9 . UTILITY NOTES., f. SANITARY SERVICE LATERALS AND M4N IS LOWER THAN THE PROPOSED STORM DRAIN LINE AND 9REA T CARE SHOULD BE TAKEN SO AS TO NOT INTERUPT UTILITY SERVICES 7-0 RESIDENCES DURING CONSTRUCTION 2. HAND .EXCAVATION MAY BE REOUIREG NEAR SERVICE LATERALS TO PREVENT DAMAGE. 3. EXT`G SS LATERALS SHALL BE ENCA,,ED IN CONCRETE OR PLOWABLE FILL AT THE CITY OF TYBEE ISLAND'S PPTION. 4. WATER LATERALS MAY BE REROUTEDABOVE OR ,BELOW NEW STORM DRAIN LINE AS WOUIRED AND SHALL BE AS PER THE CITY OF TYBEE ISLANL STANDARD CONSTRUCTION PRACTICES, 5. ANY INTERUPTION IN UTILITIES THATIS REQUIRED FOR CONSTRUCTION .,SHALL Be COORDINATEDWITH CITY OF TYPES ISLAND PERSONEL. 6. COORDINATE ALL CONSTRUCTION WIT! CITY OF TYBEE ISLAND PERSONEL. / 7"7777/j Cowwm ML s" a '�■ NLVU PIPE GEMERAL NOTES. r -� wrrwxINATE ALL PHONE, A•: r ANY OTHER REQUIRED APPROPRIATE 2. - 19 RESPONSIBLE*_ ; EXISTING UVLIT7ffS PRIOR TO COMMENCING ♦)= CONSTRUCTfON ACT[V17'rfS 4ND FOR AVOIDING CONFLICT WITH $AMZ. ANY DAMAGE TOEXISTING UTILITIES SHALL BE R5RAIREP AT 7"He EXPEN5f OP THE CONTRACTOR. a ALL WATIR LINES ARE TO BE C-900 PVC 4, ALL SANIARr SiEWER LINES ARE / RUBBER -S AND COMPORM TO AST44 3034 FOR PIPE 1311 ANI SMALLER. 6. A MINIMUf OF 10' SEPARATION r BR MAINS. 6. #12 GA, WRE SHALL BE INSTALLED WITH ALL WATERISEWER WARNING y, WITH ALL . 1 r 2 FEE T r A;.+► VE L INE, SEPARATIONOF REQUIRED rAP,4 AND 55WER CONNECTIONS, TRAO 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE •O -fir OF s , GEORGIA PERSONNEL. 2. ANY AND a ♦ 0 G ♦ Ar iPROM THE CITY OF TY.5EE ISLAND PRIOR 1 COMMENCEMENT 1 OF ANY WO1K WITHIN RIGHT-OF-WAY. 0' e PAGE 01 11:45 19122319636 GEi�LFDY INC pm 114 68/2805 111:% 732r OAIIII L9 A A #A* LIVI-fri ac, wri 10 ECOSTONE PERMEABLE PAVERS OR APPROVED EQUAL TOI Vp BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS OW/ TO 13 A� TO 8.95 AR> wo, To 4 M L 3W7� PLACE,,P' TO P.."-_ P P P -P Ti?' 1�1 9.0 1 8.28 8,47 1 J/ 8.56 EXT'G w -P 7v_ > ---Tp ITO I P - -7 T 7-- P 7-; 115 177 _e /A 0 *34 e� S Ax. X A TOP ELEV 10.9 Z 4.27 TCF_j O.P I _10z .2 -s -E- FUG 6YT 6 64BSL FLAGS 10meq.T7 8 67.88' la, N W30'00"'W 165-00' 16° OK 70030'0 25. 77 - Ab warM611=7 JW5wvJ& I I I MAMA. MATIR04CASTM AV - _ &MATE 8 W= PA -A40, WCLAW90 V: 37FLAW l NEW DETENTION POND No2- r Co (�� .11� \ -A 2.0' DEEP AND A BOTTO UrM"MPAW + ell, b AREA OF �560 F fmin) 5:1 SIDESLOPES, tK' 4:\ N z TOP OF BANK &0 YOGIMAYMADM 4:\ I,* w I COAT90 4:1 M1 :2 BOTTOM 6.0 S �ITH 4:"CL w 0 \ w 1 10 LO NEW DETENTION POND No. 1 Q) U) ®t V) r4 V-4 tK 2.0' DEEP ANDA BOTTOM 6 6 AREA OF 315 SF (min) WITH r' � ZONE V9, :BFE 16 3:1 SZOESLOPES, t_1 M I (0*.gl TOP OF BANK lu 8.0 _j _j --_9 AQ� _ BOTTOM 6,00 1 --1D D 0' co .94 0 1 4 Z� Z: Neat and Dorothy Long < < 4:\ w zo w r C) '0 0 11 th, Street P C�` + 1\ U_ < + 0 0 44� <1 ' 0 Ir 0, \N' vr) 01 0 Trip LLC Mary Ann Miller 101 + + REMOVE AND REPLACE EXISTING 4o", 10 1 0 11 th. Street 2 17 th. Street 101 1K CURB AND GUTTER AS REQUIRED Thomas Smtth - + cl- FOR INSTALLATION OF NEW SO 4A 11 th. + ro PIPE -street 11" 45 + 101 t� 11 os %K "r, C� N 4L "Ir _r i 0 `j + -1: + + + + N + + + IN N + o 011 + + 9;� N + + OQ�3 a + �> + 05 0,-40.. C� C�- + 0>' 4b- <�> 1b ON, ­+ + q r C5 -- - - - - C> �K + .,MOVE AND REPLACE ICY SAN M H o" LISTING ASPHALT AS N CUSTOM BOX AND SOLID +Cl* +01 4:\ + + + �tQUIREO FOR INSTALLATI-Oft SAN- M/H ROUND TOP TO BE CONVERTED Top ELzv 8.74 4) NEW 90 PIPE TOP M" 9.75 IN FUTURE TO ROUND INLET + ti + 10 SAWMARY SEM rx TOP APPROVED EQUAL P, 0) Q� IV TOP to match gutter 4> + SAFE, _ A �D HEAVY DUTY,1b 16, IE 6.37 INLET TOP TO BE GENERAL A 5-41 +1b. + VM 37 OR P, +C1 - ELEVENTH SAZEET M 5.47 x }`3+ 1Z 3.7 FOUNDRIES INC, 1 4-, EXT'G W APPROVED EQUAL AS APPROVED EXT'G W ]z 4.14 CITY OF TYBEE Ist:'?� - - ?" 370 LF 2411 CLASS IV RCP AT 0,22% BY NO' +1 43 Nt Y\ + 0j, 'b -, 4:\ NEW STORM MH 41 +C�7 <13 TOP TO MATCH +'C" + PAVING 18,75 A 4� +N (a tK J- ('a A4 + a- F 4:- 1C 5.56 + N* _r - .7 REMOVE AND REPLACE !K 4"\ + 4:\ EXISTING CURB AND GUTTER + 0 > 50 LF 18" CLASS AND ASPHALT As REQUIRED + 95 '4b lb IV RCP AT 0.327- NEW tK C� 4o", + +1 FOR INSTALLATION OF 1b 4) SO PIPE 1b tl+ I 0�- tis� +_ +Cl* + + 10 HEAVY DUTY, 51CYCLE SAFE, + CONNECT TO EXT'G CURB INLET TOP TO BE GENERAL ST. MAHN01Z FOUNDRIES INC. VM 37 OR INLET BY CORE DRILL APPROVEDEQUAL ASAPPROV Top RM 8.87 IE 5.40 fo THE CITY OF TYBEE ISI!2-1) liYE", \1_' + CO Is" C()NC. PM tK + + 0 Q� RUM 0) To ? ELEV 9.25 tK ro 9.29 111 TH r K= 8.47 1:11� CO 111 IE 5.40 + 8.52 r ASPHALT PAICH WH CONC. TYPE V Q, 8FV'5EXMW0 ML CONCRETE.J CUT Toiii SIRM%ff EDGE Dffw=" Jow TXIS TING 51 TE AND DRA INA G5 PLAN UTILITY NOTES: WffHaM EXWW ASPHALT 111 11" = 20' 1. SANITARY SERVICE LATERALS ANON 15 LOWER THAN AND f FPAVEMW 111 THE PROPOSED STORM DRAIN LINE 4REAT CARE SHOULD CID UM NOT EN MMOLE WAY BE Be TAKEN 50 AS TO NOT INTERUPTITY SERVICES TO nm MANHOLE. 111 GENERAL CONSTRUCTION NOTES 1. NEW STORM LINE SHALL BE INSTALLED SO THAT EXISTING CURB AND GUTTER 19 NOT TO BE DISTURBED, 2. polvD SIZE, PIPE SIZES AND SLOPES ARE BASED ON AVAILABLE AND ASSUMED TOPOGRAPHIC INFORMATION. 5. INSTALLATION OF NEW 57 -ORM PIPE SHALL PROGRESS IN A WAY WHICH WILL NOT PREVENT RESIDENTS FROM USING DRI VEWA YS FIRE HYDRANT NOTE 1. A NEW FIRE HYDRANT IS REQUIRED BY THE CITY OF TYBEE ISLAND AND 19 To BE I OCATeD AS PER THEIR INSTRUCTIONS. FOR ?RJCING PURPOSES, THE MOST LIKELY LOCATION WILL BE AT THE INTERSECTION OF BUTLER AND 10 TH. PLACE ON THE WES7 SIDE OF BUTLER EASEMENT NOTES: 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. RESIDENCES DURING CONSTRUCTION. , 2. HAND EXCAVATION MAY BE REQUI NEAR SERVICE LATERALS TO PREVENT DAMAGE 5, EXTG $5 LATERALS SHALL BE EYED IN CONCRETE OR )FLOWABL E FILL AT THE CITY OF TYBEE ISLANOP70N, 4. WA TER LA TeRA L 5 MA Y 5E ReROV i AB Ve- OR BELOW NEW STORM DRAIN LrIVH AF_RZR&Zy AND SHALL BE AS PER THE CITY OF TYBEE IsL,*RANDARD CONSTRUCTION PRACTICES. 5 ANY jwrRuprroN IN u7lurtEs TYA REQUIRED FOR CONSTRUCTION SHALL Be COORD1NA?-&FH CITY OF TYBEE ISLAND FERSONEL, 6, COORDINATE ALL CONSTRUCTION W1 CITY OF TYBEE ISLAND P.ERSONEL, OOMPACTM FKL TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS ANO ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL, 2, ANY AND ALL NECESSARY PERMIT'S MUST $E OBTAINED FROM THE CITY OF .TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY,. SCALE: 1 2V 0 20' 40' 50' DNR FLAG e k1 FIAG FM �*G P%AGa. Cq co PUG b� 40 11,49V I _10z .2 -s -E- FUG 6YT 6 64BSL FLAGS 10meq.T7 8 67.88' la, N W30'00"'W 165-00' 16° OK 70030'0 25. 77 - Ab warM611=7 JW5wvJ& I I I MAMA. MATIR04CASTM AV - _ &MATE 8 W= PA -A40, WCLAW90 V: 37FLAW l NEW DETENTION POND No2- r Co (�� .11� \ -A 2.0' DEEP AND A BOTTO UrM"MPAW + ell, b AREA OF �560 F fmin) 5:1 SIDESLOPES, tK' 4:\ N z TOP OF BANK &0 YOGIMAYMADM 4:\ I,* w I COAT90 4:1 M1 :2 BOTTOM 6.0 S �ITH 4:"CL w 0 \ w 1 10 LO NEW DETENTION POND No. 1 Q) U) ®t V) r4 V-4 tK 2.0' DEEP ANDA BOTTOM 6 6 AREA OF 315 SF (min) WITH r' � ZONE V9, :BFE 16 3:1 SZOESLOPES, t_1 M I (0*.gl TOP OF BANK lu 8.0 _j _j --_9 AQ� _ BOTTOM 6,00 1 --1D D 0' co .94 0 1 4 Z� Z: Neat and Dorothy Long < < 4:\ w zo w r C) '0 0 11 th, Street P C�` + 1\ U_ < + 0 0 44� <1 ' 0 Ir 0, \N' vr) 01 0 Trip LLC Mary Ann Miller 101 + + REMOVE AND REPLACE EXISTING 4o", 10 1 0 11 th. Street 2 17 th. Street 101 1K CURB AND GUTTER AS REQUIRED Thomas Smtth - + cl- FOR INSTALLATION OF NEW SO 4A 11 th. + ro PIPE -street 11" 45 + 101 t� 11 os %K "r, C� N 4L "Ir _r i 0 `j + -1: + + + + N + + + IN N + o 011 + + 9;� N + + OQ�3 a + �> + 05 0,-40.. C� C�- + 0>' 4b- <�> 1b ON, ­+ + q r C5 -- - - - - C> �K + .,MOVE AND REPLACE ICY SAN M H o" LISTING ASPHALT AS N CUSTOM BOX AND SOLID +Cl* +01 4:\ + + + �tQUIREO FOR INSTALLATI-Oft SAN- M/H ROUND TOP TO BE CONVERTED Top ELzv 8.74 4) NEW 90 PIPE TOP M" 9.75 IN FUTURE TO ROUND INLET + ti + 10 SAWMARY SEM rx TOP APPROVED EQUAL P, 0) Q� IV TOP to match gutter 4> + SAFE, _ A �D HEAVY DUTY,1b 16, IE 6.37 INLET TOP TO BE GENERAL A 5-41 +1b. + VM 37 OR P, +C1 - ELEVENTH SAZEET M 5.47 x }`3+ 1Z 3.7 FOUNDRIES INC, 1 4-, EXT'G W APPROVED EQUAL AS APPROVED EXT'G W ]z 4.14 CITY OF TYBEE Ist:'?� - - ?" 370 LF 2411 CLASS IV RCP AT 0,22% BY NO' +1 43 Nt Y\ + 0j, 'b -, 4:\ NEW STORM MH 41 +C�7 <13 TOP TO MATCH +'C" + PAVING 18,75 A 4� +N (a tK J- ('a A4 + a- F 4:- 1C 5.56 + N* _r - .7 REMOVE AND REPLACE !K 4"\ + 4:\ EXISTING CURB AND GUTTER + 0 > 50 LF 18" CLASS AND ASPHALT As REQUIRED + 95 '4b lb IV RCP AT 0.327- NEW tK C� 4o", + +1 FOR INSTALLATION OF 1b 4) SO PIPE 1b tl+ I 0�- tis� +_ +Cl* + + 10 HEAVY DUTY, 51CYCLE SAFE, + CONNECT TO EXT'G CURB INLET TOP TO BE GENERAL ST. MAHN01Z FOUNDRIES INC. VM 37 OR INLET BY CORE DRILL APPROVEDEQUAL ASAPPROV Top RM 8.87 IE 5.40 fo THE CITY OF TYBEE ISI!2-1) liYE", \1_' + CO Is" C()NC. PM tK + + 0 Q� RUM 0) To ? ELEV 9.25 tK ro 9.29 111 TH r K= 8.47 1:11� CO 111 IE 5.40 + 8.52 r ASPHALT PAICH WH CONC. TYPE V Q, 8FV'5EXMW0 ML CONCRETE.J CUT Toiii SIRM%ff EDGE Dffw=" Jow TXIS TING 51 TE AND DRA INA G5 PLAN UTILITY NOTES: WffHaM EXWW ASPHALT 111 11" = 20' 1. SANITARY SERVICE LATERALS ANON 15 LOWER THAN AND f FPAVEMW 111 THE PROPOSED STORM DRAIN LINE 4REAT CARE SHOULD CID UM NOT EN MMOLE WAY BE Be TAKEN 50 AS TO NOT INTERUPTITY SERVICES TO nm MANHOLE. 111 GENERAL CONSTRUCTION NOTES 1. NEW STORM LINE SHALL BE INSTALLED SO THAT EXISTING CURB AND GUTTER 19 NOT TO BE DISTURBED, 2. polvD SIZE, PIPE SIZES AND SLOPES ARE BASED ON AVAILABLE AND ASSUMED TOPOGRAPHIC INFORMATION. 5. INSTALLATION OF NEW 57 -ORM PIPE SHALL PROGRESS IN A WAY WHICH WILL NOT PREVENT RESIDENTS FROM USING DRI VEWA YS FIRE HYDRANT NOTE 1. A NEW FIRE HYDRANT IS REQUIRED BY THE CITY OF TYBEE ISLAND AND 19 To BE I OCATeD AS PER THEIR INSTRUCTIONS. FOR ?RJCING PURPOSES, THE MOST LIKELY LOCATION WILL BE AT THE INTERSECTION OF BUTLER AND 10 TH. PLACE ON THE WES7 SIDE OF BUTLER EASEMENT NOTES: 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. RESIDENCES DURING CONSTRUCTION. , 2. HAND EXCAVATION MAY BE REQUI NEAR SERVICE LATERALS TO PREVENT DAMAGE 5, EXTG $5 LATERALS SHALL BE EYED IN CONCRETE OR )FLOWABL E FILL AT THE CITY OF TYBEE ISLANOP70N, 4. WA TER LA TeRA L 5 MA Y 5E ReROV i AB Ve- OR BELOW NEW STORM DRAIN LrIVH AF_RZR&Zy AND SHALL BE AS PER THE CITY OF TYBEE IsL,*RANDARD CONSTRUCTION PRACTICES. 5 ANY jwrRuprroN IN u7lurtEs TYA REQUIRED FOR CONSTRUCTION SHALL Be COORD1NA?-&FH CITY OF TYBEE ISLAND FERSONEL, 6, COORDINATE ALL CONSTRUCTION W1 CITY OF TYBEE ISLAND P.ERSONEL, OOMPACTM FKL TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS ANO ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL, 2, ANY AND ALL NECESSARY PERMIT'S MUST $E OBTAINED FROM THE CITY OF .TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY,. SCALE: 1 2V 0 20' 40' 50' It SHALL BE MINIMUM OF 'I" SEE NOTE i-,,, �V—Dl7CTIlE IRON 12 MIL BONDED NYLON TO AVERAGE TMCKNESS OF 12NILS. SEE NOTE 1CORPORATION STOPCAY RATION STOP MUST BE 1�AIN RESPECT TO WAT (AS SHM WATER TAPPING SADDLE NETT TO SCALE .SIZE AND LOCA71ON OP ExT+G LINE PRIOR TO CONSTRUCTION UTILITY PLAN i P = 20' CAST IRON COVER MARKED WATERCONCRETE COLLAR � FIN GRADE -ti -�� Fir✓,�t � { r�i�t,�'�',,�'/ THREE PIECE SCREW OR SUP 'TYPE VALVE BOK — "CAST IRON NOTE: 5-1/4" DIA 1. IF UNPAVED AREA, SET TOP VALVE OF CONCRETE COLLAR 1" ABOVE FINISHED GRADE. L IN PAVED AREA, SET TOP OF BOM FLUSH WITH PAVEMENT. NO CONCRETE COLLAR REQUIRED. STANDARD VALVE BOX NOT TO SCALE MARK FACE OF CURB WITH "W" OVER LOCATION OF LATERAL n wove¢ &wives. L CURB SW Iffft To mum am stop IN CURB SIOP STANmm METER BOX (SEE DEFA11. mu C4) TAP SIZE AND TUBING TG BE To Gtr: Y (rain) SAO= r VA OR LESS NOTE SFWlmBrulm WATER SERVICE LATERAL NOT TO SCALE L— GRIM 1. APPLICABLE TO ALL NEW MOMS= (M AND M M". 2. APPLICABLE TO 3/41, W. 1- AND 2. MY. WATER METER W/BACKFLOW PREVENTER NOF TD SCALE EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TD FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO SE PRIVATELY MAINTAINED. TRAFFIC AND RIGHT -OP -WAY INCITES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF T'rSEE ISLAND, GEORGIA PERSONNEL, 2. ANY ANO ALL NECESSARY PERM175 MUST BE OBTAINED FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY, GENERAL UTILITY NC're5,- 1, CONTRACTOR IS TO 0001?.31NATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2, CONTRACTOR 15 RESPONSIBLE FOR LOCATING' ALL EX157'rNG UTILITIES PRIOR TO COMMENCING OF CON57`RUCTI0N ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY cAmAGE To EIt'ISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 5. ALL WATER LINES ARE TO BE C-900 PVC, 4. ALL SANITARY SEWER LINES ARE Td UTILIZE RUBBER GASA'ETED JOINTS ANL? CONFORM TO ASTM 3034 FOR PIPE 1,1" AND SMALLER 5. A MINIMUM OPr 10' SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS, 6. 012 GA. WIRE 5HALL BE INSTALLED WITH ALL WATER/SEWER LINES. 7. WARNING TAPE SHALL BE INSTALLEL) WITH ALL WATER/SEWER LINES AT 1 TO 2 FEET DIRECTLY A60VE LINE. 8, A MINIMUM 5EPARA TION OF 2 FEET 15 RL: OUIRED OETWEEN ALL WATER TAPS ANO SEWER CONNECTIONS. SCALE: 1" 20' 0 20' Q, 50' - w 21372 Jh t UTURIES POTS 1111 EENEB 1-$00-28'8-7413 u z war +n L Q �C uJ, cn � z U z c� w c Z 0) w O z �I I Of i m F m I � z w¢ 0>° Wm z tLI E.. Q (D CL �� Z0"Q3 % ._I < z - _ z �-- W < :D It coLd ft�TM( :O �— z DRAWING NUMBER C�3 1 OF 1 SHEETS cv Llunri A0, j3rri 10 -ECOSTONEPAVERS OR APPROVED EQUAL TO BE INSTALLED AS PER MANUFACTURERS E- ro M M 4%11RECOMMENDATIONS 04 e- 0 0 1 1 a W/14111 1�1 'Z>- 1. 'n - - ­ 11 I;p (Z� • I t:p q M M U A% TO SAN. M/H Oj- TO tp TO TO M UCE,!;� 0' 8.28 c� ,, -1 TH. P N 8.47 r. 0-5 J60 TDTOP ELEV 10.92 )J CFO -p P -P P IE 4.27 565, To raper.XT'G 1 1 W COca Gj -p 0 0 ®® p v - 0 TD - /c 0 22W --7 p p-, -7 p 1\ lb 7 7- 41 7-- -9--\ �q,- NN 7 0 -- ----- //4*> - - ®� - - - - --- Z 7 RR unn OiA TZ t p C3 14 .1 w- 0 ce -0 W/M S N M [3W/M 19 FIAT b ?'0 1�.vq .1q A, BSL v TO? EUV 10-59 N a ?0'; -DRAINAGE4, A °v 0 0 20' DRAINAGE --ACCESS t 1 tS� W Ck, IE 6.13 1 - - - I - 0 N 'b D AN rA AN -UT4LJTY ESMT..-� TO Lr sa AND UTIUTY ESWT Ah -cL1 ;74y DNR PUG 1_j x Lv FG z ro u :z AG U. R- Z 111 I m in AT- 6 9 Cat. r 60 - LFi:. 1,1811 0 < 13 C\2 co w - III ovi, z 1�*G Jay Korninsky 111 0 10 th. place F Place < JE to �th­ E FEStx 1 Ii 20"DRAfNA 20 DRAiNAG jRAANAGE III N1 - 4N D1 FLAG 0 IE 6.5 �EA§E -kT EASEMFNT� -EASEME C\2 Q;" - co z 7- 7- D14R FLAG b N. 10' BSL FLAG 0> Iii h� D TUG -f- AA3SL lit lob 67.88' co cT� 70-30'0 W 7 25. 4:\ N 7(r3O'OO*W 165.00, 4) +ill �5 1 II +Q>* lit NEW DETENTION POND No 2-J 0) 2.0' DEEP AND A BOTTOM] AREA OF 360 SF (min) CN 3:1 SIDESLOPES, +c, cv TOP OF BANK 8.0 z z ul Uj 1p gg ITH c� N, < 2 BOTTOM 6.0 I11Ix Ix rV CO to I Uj bi NEW DETENTION POND No. 1 DL U) U) T-4 III+C1, < < 2.0' DEEP AND A BOTTOM w 0 W pa ZONE V9, B" 16 lit III 0, tK AREA OF :515 SF (min) WITH rM4 51 SIDESLOPES, 4:�V f= �-- 9 TOP OF BANK 8,0 I11 Q� U-1 Go 00 BOTTOM 6.00 1 -1 -.4- -.4 1 - N* + E II Q> < + o,- tx Nect and Dorothy Long ro IIl + tK lz� CO) z rp 4C�' q; 4). + REMOVE AND REPLACE 6 11 th. Street 0 d. 4 0 0 QY M M moo, + L <Z+ + ki + EXISTING ASPHALT AS REQUIRED FOR INSTALLATjON < fill + 1b to Q� 0 Trip LLC fill OF NEW 90 PIPE 4:\ 15 - Mary Ann Miller 0 17 th. Street 2 11 th. Street E- -777= 17-0 1 fa I /A of &I cb VC) 0 + + c� REMOVE AND REPLACE EXISTING 141-1­1+(�,' --�' I lilt CURB AND GUTTER AS REQUIRED Thomas Smith 4A 17 th, Street Cl* K, "Iv FOR •INSTALLATION OF NEW 6 + 4:\: + 01 RVI P E A L (�>* + (o + + W 17- 44--- + + + A + + - + + Q> %K k?) oj - + 4Q., + 4F7- +Cl* Q�P + t� rp ())-(a -r U%( C�*t x 0, -r -3 6K� 44 CQP IsY" =o, TOP TO MA FR- 'S NEW STORM M1 = , & Q� MATCH I�K �r o5 %00. T PAVING (8.75 + IE 6,59 tK 370 LF 2411 CLASS IV RCP Ar 0.22% 16 C1, + CUSTOM BOX AND SOLI) +Cl* +C1, + + l* + SAN. M/H C�K ROUND TOP TO BE CONVERTED c� 16' TOP ZVI 8.74\ 41 Qr TOP EM 9.75 IN FUTURE TO ROUND I'qLET + Q�. 11� Q> A 1� cl, +C1, 10 + + C�>* SANNARY SEW TOP OR APPROVED EQ c� --+ - --- - -+�- + TOP to match gutter 41 h1 dos A 01 IE 6.40 P, N Cl* Cl* c,a 0) 43 IF" 4:\ 5.41/ 5.47 + + + + + + + tp 7,23 82 LF 18" ELEVENTH STZEET -EXT'G W 34.14 RCP AT 0.22Y- A AP S c� o� A b 60A + + C A + + tK ENCASE EXT'G SS + 0 IN CONCRETE A 4-3 (•o <-j OR +A_____-____-_ -<6 T1\ 4D +1 <D + Cl* +cl� I,,* `q PLOWABLE N + f ro + tK +� + ON FILL AT THE CITY z) 16 -SY Nll� -7-0 OF TYBEE + +1 AtK + + - '\ I C�, ISLAND'S OPTION REMOVE AND REPLACE h +.�\ 4:\ hh. 0 + + + EXISTING CURB AND GUTTER + REQUIRED + (o 0>- C, AND ASPHALT AS Ob tK ":?, 11 C�* + FOR INSTALLATION OF NEW t, tx 40 1-b SO PIPE <:11 16 1b li + + 0 C�. 4:\ 4:\ + +c, 4:`1' + 0 CONNECT TO EXT'G CURB ST. MAMOLD 4:\ INLET BY CORE DRILL Top EM 8.87 1 IE 5.40 ham.ro ro 4:\ IsY I lir CONC. PwE N + <0 + cl, + tK + + 11:1, 0 91 Ill 0 � TO I EM 9.25 tK + qIT III TE r wzv a.47 + 1o� 929 111 1Z 5.40 1\ It) CO :r AWHALT Me. TwE T* P .01ENT ,VPATCH J= P.&L CONV=CnEw. MIT TO ST EME 5 I TING S I T5 A ND DRA IN GjE RL A N III P = 2 0' Iii Coup *?TOLE WAY BE n"Erdra MALUXUlA. III GENERAL CONSTRUCTION NOTES 1, NEW STORM LINE SHALL 5Z INSTALLED SO THAT ex1Srr1vG CURS AND GUTTER IS NOT TO BE 01STUR65-0, 2. p0jVp SIZE, PIPE SIZES AND SLOPES ARE BASED ON AVAILABLE AND A550ME19 TOPOGRAPHIC INFORMATION. *5. INSTALLATION OF NEW STORM PIPE SHALL PROGRESS IN A WAY WHICH WILL NOT PREVENT RESIDENTS PROM USING D1?JV-EWAr5 FIRE HYDRANT NOTE 1. A NEW FIRE HYDRANT IS REQUIRED BY THE CITY OF TY13EE ISLAND AND IS TO BE LOCATED AS PER THEIR INSTRUCTIONS, FOR PRICING PURPOSES, THE MOST LIKELY LOCATION WILL BE AT THE INTERSECTION OF BUTLER AND 10 TH, PLACE ON THE WEST SIDE OF BUTLER, EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING, 2. ALL DRAINAGE! EASEMENTS TO BE PRIVATELY MAINTAINED. UTILITY NOTES,, 1. SANITARY SERVICE LATERALS AND VAIN IS LOWER THAN THE PROPOSED STORM DRAIN LINE AV GREAT CARE SHOULD BE TAKEN 50 AS TO NOT INTEPUPT UTILITY SERVICES TO RESIDENCES DURING CONSTRUCTION 2. HAND EXCAVATION MAY BE REOURED NEAR SERVICE LATERALS TO PREVENT DAMAGE 5. EXTG 55 LATERALS SHALL BE ENCASED IN CONCRETE OR PLOWABLE FILL AT THE CITY OF TYBEE ISLAN05 OPTION. 4. WATER LATERALS MAY BE REROUTED ABOVE OR BELOW NEW STORM DRAIN LINE AS REQUIRED AND SHALL BE AS PER THE CITY OF T)15EE ISLAND STANDARD CONSTRUCTION PRACTICES. 5 ANY INTERUPTION IN UTILITIES THAT IS REQUIRED FOR CONSTRUCTION SHALL BE COORDINATED WITH CITY OF Tr6EE ISLAND PERSONEL. 6 COORDINATE ALL CONSTRUCTION WITH CITY OF T)'BEE ISLAND PERSONEL, EXPANSON JW WITH FUER PST AD ASPHALT- AM PAVEMENr TRAFFIC AND RIGHT-OF-WAY NOTES: A-. 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO 5E COORDINATED WITH THE CITY OF -LrYRF=F= ISLAND GEORGIA -COMFPCM FU wv pff fik-,� BENCH B" A MMUN OF 9' -J 1 ON EACH SIDE OF TRENCH ; W =-�, ASPHALT E "VMENT REPLACEMEUT DETAIL M)TTO SCAM , PERSONNEL, 2. ANY AND ALL NECESSARY PERMITS MUST 8E OBTAINED FROM THE CITY OF TY13EE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. SCALE: 1" = 20' 0 20' 40' 50' - llb + ll� + Q� I CO - 4!p DK P +4bo) NEW STORM MH - TOP TO MATCH PAVING (8.75 IE 6.61 TOP MW 8.74\\,q 0-lt ES 3.7 N 4.14 4�0 li +13 W + + + + TH. PLAC N + IN p -77 'q( ----------� Iv- + I+. ' 04,70®'30-0APE 165.00' I qt7 ptP MINE w XTy t\N% 'a)DK + C� rat 1 41 Ix C� P + 0 ryh + NC' rp , \ N 0 + 01 ow + —(b E--771 + Nrt" 0 7N NO' h tip N Nrl' r Ir —A z1vor, A0, vrb 10 1 CONNECT TO EXT'G— 21, x 1 1 1/211 WATER LINE 211 TEE WITH 2" WATER LINE "0 + rl 0 tK Ae + JK N P-- p WZM rN EXT'G 1 1/2" W tK. D'OO' a lb,111 + (b9 1 1/21, x 1 1/21, x 111 TEE WITH 1 1/21, PLUG -1 lCb 565, To 1 1/21, W + 87.12 FIAOD + iL " I <0 201 DRAINAGE, ACCESS T \ry lb N, I - - - -7 --7- NO' Al No%� 20 f`7-l--F--T-2F—DR—AINAGE, ACCESS AND UTILITY ESMT. AND UTILITY ESMT. AND UTILITY ESMT. + co 4�+ W DNR NAG + 4� + 0) W 1+ nAG CDq + 0 q -650 L 18°F RCP 0+ + 0 1 AT 0,3Y- Ix + W DRR F + 0 �*G 191 FES r N co 0) + &3 1 E 6,21 FES A+ 120' D6INAGE- + tK 20' DRAINAGE 20' DRAINAGE + FIAG IE E0.431 EA CQ Q z I ' 3 lb!", EASEMENT E—MENT EASEMENT + —7 — ------ 7 1 +1-6- 1 Ilk FLAG C 6 LiL 7 n :F A NO) ,)rt nn 67.88' + 1P 8 + y + Y—y x-+ —y - 0j -VAT 6 N M30'00"W 165.00' .97 70-30'-t + �K -10 nr i Cb -- 4Z NEW DETENTION POND No 2— lK C; C;+ 2.0' DEEP AND A 50TTOMI + Gj I f- AREA OF 250 SF (min) WITH (b < 3:1 SIDESLOPES, tK I;KTOP OF BAND 8.2 + BOTTOM 6,4 NEW DETENTION POND No. I 2,0' DEEP AND A BOTTOM � 1 W , �K P4ZONE V9BFE 16 AREA OF 250 SP (min) WITH L 3:1 SIDESLOPES, j p4 TOP OF BANK 8.0 BOTTOM 6.00 6y z CO Cil 44 + W lu + 0 Z b + o (b REMOVE AND REPLACE A�K���` +(> +L14 N +1 z PK EXISTING ASPHALT AS REQUIRED FOR INSTALLATION < r �b t Q� OF NEW SO PIPE -�'N n -i!�\ hp ix� 0) REMOVE AND REPLACE EXISTING 01'CURB AND GUTTER AS REQUIRED n 0 (b FOR INSTALLATION OF NEW SO +q�� I lb PIPE! N tK r lc� ®L qv + 9 + 1� + N 1 +z' + + 2% + 0 �b % (zc + To - 3 = = = = S° _ 1 -- j 01 t-tK ?41 A, Q;N� + t;K + i4� V CK tK 370 LF 24" RCP AT 0.15N + �l +01 -�? -�\') 011 v NEW GRATE INLET +(:J" i Cil A, SAN. M/H IK NEENAH R-4808-0 OR 0) 0 (Z� +lb' SANITARY SEM TOP EL19V 9.75 APPROVED EQUAL 0) <i`v 0 + + TOP to match gutter + + + +j 0 CO bh IE 6,076 olb " + 82 LF 2411 P ELEVENTH SAEET ' 5.41- JE 5.47 P + + + 0 lb RCP AT 0.15% EXTG W -A Q., - 42� CO fGt(0 + A 0 lb + 6 + W + + Z W K— + (0 REMOVE AND REPLACE CK7" _JR, EXISTING CURB AND GUTTER + ECT TO EXTIG 4i" I AND ASPHALT AS REQUIRED +\ t WATER LINE + 0) 1 (p FOR INSTALLATION OF NEW tK 0) tK Oil (0 lb CONTRACTOR TO VERIFY + +q, SD PIPE + +(b' ? 0 SIZE AND LOCATION PRIOR 0j en + -I�v Cil +1:1 TO CONSTRUCTION CONNECT TO EXT'G CURB tx (b INLET BY CORE DRILL TE 5.40 rb tx I law Com- PIPE + CLIRB HUM TO ? ELIV 9.25 9.29 TH r EM 8.47 8.83 IE 5.40 ANNNALT o PfVn"T WIT H 0ONO. 1V;E T* UTILITY NOTES; P.SPAMH a AM .I. OONCRM (TW.) CLIT TO SIRAIM EDGE EXPANSION JOINT WMi FRI.ER EMSTING ASPH&T 4 SANITARY SERVICE LATERALS AND MAIN IS LOWER AM SEALANT PAVEMENT THAN THE PROPOSED STORM DRAIN LIME AND GREAT COUID NOT MANHOIR MAY BE CARE SHOULD BE TAKEN 50 AS TO NOT INTERUPT . gamMANHOIR. UTILITY SERVICES TO RESIDENCES DURING CCNS TRUC TION. GENERAL CONSTRUCTION NOTES 1, NEW 57 -ORM LINE SHALL BE INSTALLED $0 THAT EXISTING CURB AND GUT TER 19 NOT TO BE DISTURBED: 2. POND SIZE, PIPE SIZES AND SLOPES ARE BASED ON AVAILABLE AND ASSUMED TOPOGRAPHIC INFORMATION, ,A INSTALLATION OF NEW STORM PIPE SHALL PROGRESS IN A WAY WHICH WILL NOT PREVENT RESIDENTS FROM USING VRf VEWA Y5 5XISTIMI G SIT5 AND DDA INA G5 PLAN 711 = 20' EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR 70 FINAL PLAT APPROVAL AND RECORDING, 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. 2, HAND EXCAVATION MAY Be REQUIRED NEAR SERVICE LATERALS TO PREVENT DAMAGE 5, ANY SS LATERALS THAT REQUIRE REPLACEMENT SHALL MATCH EXISTING LATERAL SIZE AND SHALL Be AS PER THE CITY OF TYBEE ISLAND STANDARD CONSTRUCTION PRACTICES. 4. WATER LATERALS MAY BE REROUTED ABOVE OR BELOW NEW STORM DRAIN LINE AS REQUIRED AND SHALL BE AS PER THE CITY OF TYBEE ISLAND STANDARD CONSTRUCTION PRACTICES. 5. ANY INTERUPTION IN UTILITIES THAT 15 REQUIRED FOR CONSTRUCTION SHALL BE COORDINATED WITH CITY OF TYBEE ISLAND PERSONEL. 6. COORDINATE ALL CONSTRUCTION WITH CITY Or TYBEE ISLAND PERSONEL, COUP== RLL YP. T NEIN WE BEWN 13ACK A M*MW OF ON 5601 WE Of TFD*IQ4 ASPHALT PAVEMENT REPLKEMENT DUA-IL Wr TO SCAM GENERAL UTILITY NOTES., 7 CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UT14JTY AGENCIES, 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL Be REPAIRED AT THE EXPENSE OF THE CONTRACTOR 3, ALL WATER LINES ARE TO BE C-900 PVC, 4. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER GASKETED JOINTS AND CONFORM TO ASTM 3034 FOR .PIPE 15" AND SMALLER. 5. A MINIMUM OF 101 SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS. e. #12 GA, WIRE SHALL BE INSTALLED WITH ALL WATERISEWER LINES. 7 WARNING TAPE SHALL Be INSTALLED WITH ALL WATERISEWER LINES AT I TO 2 FEE 7' DIREC TL Y A 3 0 VE LINE. S. A MINIMUM SEPARATION OF 2 FEET IS REQUIRED BETWEEN ALL WATER TAPS AND SEWER CONNECTIONS. SCALE: I" = 20' 0 20 40' 5o, DRAWING NUMBER AV -114 U-2 1 OF 1 SHEETS 111111111111 11 BENCHMARK NAM IN P/P ELEV 9.80 SCREEN PORCH 2 STORY BLOCK & FRAME HOUSE N V po. z 0j8 O'CV1. C�l Rl��1 -4 t + BLOCK WALL C00. N 0 0 + t 0':p ASPHALT DqU lb rqf%*nf%p0r_"w Q"j gzgzl ti C� 'tom Ra.Q1 Ck 13w/m 9-2 fflVftmdL NOTE: ANOTHER MANHOLE WEST OF THIS ONE WAS NOT "0ZONE A8, BFE 13 ZONE A8, BFE 14 I ZONE A8, BFE 15 ZONE V9, BFE 16 7 HOUSE I �wjr AL 5' 165.00s J4 4j R 2 STORY HOUSE HO w 0 BENCHMARK PORCH N4 rN P/1P 0 SE nicv 11,71 P C NX7 T� P -F- 17 'J: L TOP ELEV 10.59 1E 6.13 WA E 2124,40 j6p 7' i r. psi ° ,56f BLOCK OUSE 2 STUCCO (TO BE RELOCATED TO H 0 LOT A) c EU 14 + WR RAG 10 M pal PT. LOT 65 0 Ul C04 C + " 0 1 0 09 0 L Q+T A LOT C + M< LOT B 'm + lu co Ul AREA D. & 148 B 5" Cr Cv < + 6752c* CQ D. B. 10 F MM ARES ;'= 5425 SF AREA 5261 SF tx D 0 P. R. B. D 52 -4 1b + P. R. a a 8 + < RAG 0 z t�� A CID PORCHFLAG OD 0 cbo ii TOB OF DUNE —LO w a FLAG CD ZD DNR � FLAG 1s\ CC) w&vr I N 7(r3O'OO"W 165.00' 7(r30'O 25.'0 x NEW FES NEW YARD INLET WI! Ro. T IE 6.26 "1 NEW DETENTION POND 2 STO�y HO SE TO BE 1.751 DEEP, 200' 04 LONG, 2.5' WIDE BOTTOM WITH 3.1 SIDESLOPES TOP OF BANK 8.0 2 STORY HOU I BOTTOM 6.26 I Q PORMN Or LOT as us 1 = .__ZO11M A�, ZONE A8. BFE 14 ZONE A8, B 15 DECK at L 0 rn 4� NEW DROP INLET TOP 8.70 500 LF 1811 RCP AT 0.21X IE 5.11 EXT'G 18" RCP EXT'G CURB INLET TOP 9.19 JE 5.00 PROPOSED CITY OF TYBEE ISLAND WATER LINE - POSSIBLY PLACED IN SAME TRENCH AS STORM DRAIN LINE TO UTILIZE ONE ASPHALT CUT AND REPAIR 5XIS TING S1 T5 A ND CONCER T PL_ A N NEW STORM BOX (no inlet) TOP tomatch gutter IE 6.16 611 DIA. ADS 1 611 DIA. ADS an NEW YARD INLET Hca M POND / PIPE NOTES 1. POND SIZE, PIPE SIZES AND SLOPES ARE BASED ON AVAILABLE AND ASSUMED TOPOGRAPHIC INFORMATION. SCALE- 1 20' 0 20' 40' 50' isa APPROVED BY THE TYBEE ISLAND PLANNING COMMISSION TENTS TENTH ZONIN ADMINI_RATOR DATE � TENTH APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL TENTH STREET COURT DATE I� �vvTx STREI�T Wm/0/7 CLERK OF COUCOUNCILVICINITY MAP DATE (NOT TO SCALE) { 1 " ONE A8, BFE 13 f 10TH. PLACE I 175.13' TO BUTLER AVE. 15' ROADWAY ilr RBP' t!i N 18°32'(30"E i i S 70000'IC 130.17 S 70030'00"E 165.00' 61.p9� P� la� 20, 0 DRAIN. � IEMT. GRATE IWI�T S 20' RIVAT; DRIVE ACCESS UT 10.0' ;�ECE,IVE.D FOR RECORD 2007 SEP 14 PM 12., 0 2 CUPPI"�" ZONE A8, BFE 14 ZONE A8. BFE 15 BENCHMARK NAM IN P/P RV 11.71 MA, �C-ls[c�1rr�'{(it7�rl�st�:::�� i`��•r••••�.c�RR�r.�.�� a� P. R. B. H 5338 +� z C { { ' I I I 1Q' DRAIN. RSMT. { d, t? i CNF — _ _ 8" RBF . . N 70030'00"W 165.00' .—. _.._ --- "`� 5/8" RBS THE PRIVATE DRIVEWAY ACCIrJS AND UITILTY EASEMENT IS HEREBY DEDICATED PERPETTUALY FOR THE USE BY THE OWNERS AND RESIDENTS OF ALL LOTS IN THIS SUBDIVISION AND WILL NOT BE MAINTAINRD BY THE CITY OF TYBEE ISLAND. V VY1VL' n DATZ ACCORDING TO THE F.I.R.M. DATED 6/17/98 THIS SITE IS WITHIN THE 100 YEAR FLOOD ZONE. REF NCE: PRB B 358 EQUIPMENT: DH 148 B 524TOPCON AP—L1A SLAB 33-5 40 C'^URG ERROR OF CLOSURE: IdNEAR: I/— JZ J. WET=Y' REYNOI:DS � `�� � BALANCED BY. LAND SURVEYOR 0. 22,49 i A PLAT: 1 f I iFINIT'Y 836 STEPHENSON AVENUE �. � p O 20 SUITE C-� SAVANNAH GEORGIA 31405 A_ SCALE: 3" _ w' TELEPHONE: 912--352-0464 )?'LEY g' V, DATE: OCTOBER 23, 2006 SURVEY FAX: 912-352--7787 ,f" DATE: AUGUST 6. 2007 PLAT ! FILE NO. 00--171R r ONE A8. BFE 13 10' DRAIN. ESMT. 201 / m X5.2' — 0 N 70°30'00"W POR'CION OF I,OT 86 IAB1 we I f ZONE A8, BFE 14 I 20 0 20 w .0 nXfNBINNNB w__ __ GRAPHIC ZONE V9, BFE 16 10' DRAINAGE EASEMENT CENTERED ON STORM PIPE 5' WALKWAY CENTERED ON P/ 565' TO 10.0 IV -1 3 STORY d� FRAME BLDG. ` IL T C-1 I I=3908 SF }_ �, I r S 70 0'00"E 94.49' I I 3 STORY I o �' I FRAME BLDG. I OT C— LIT IN 1 t i ARBA = 3417 SF I 20.1'Ak 0' B19L 94.19' 5}8" RHS ZONEA8. BFE 15 ZONt V9, BFE 16 DOX HIGH WATER LINE TACK FND tD ' ip a Q a�a H cl) m TOR OF DUNE LINE sq., 5 RECOMBINATION LOTS A, B, C--1 & C-2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 05, WARD NO. 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE 25' ACCESS & UT oo I I Imo. IN FAVOR O LOT Ell - C-2. PT. LOT co; LOT B D. D. 145 8 5184� I LOT A � - 542 sF I IAREA D. B. 141 F 443 03 AREA = 4685 SF I P. R. B. D 52 tf I I ^a STORY FRAME HOUSE P. R. B. H 5338 +� z C { { ' I I I 1Q' DRAIN. RSMT. { d, t? i CNF — _ _ 8" RBF . . N 70030'00"W 165.00' .—. _.._ --- "`� 5/8" RBS THE PRIVATE DRIVEWAY ACCIrJS AND UITILTY EASEMENT IS HEREBY DEDICATED PERPETTUALY FOR THE USE BY THE OWNERS AND RESIDENTS OF ALL LOTS IN THIS SUBDIVISION AND WILL NOT BE MAINTAINRD BY THE CITY OF TYBEE ISLAND. V VY1VL' n DATZ ACCORDING TO THE F.I.R.M. DATED 6/17/98 THIS SITE IS WITHIN THE 100 YEAR FLOOD ZONE. REF NCE: PRB B 358 EQUIPMENT: DH 148 B 524TOPCON AP—L1A SLAB 33-5 40 C'^URG ERROR OF CLOSURE: IdNEAR: I/— JZ J. WET=Y' REYNOI:DS � `�� � BALANCED BY. LAND SURVEYOR 0. 22,49 i A PLAT: 1 f I iFINIT'Y 836 STEPHENSON AVENUE �. � p O 20 SUITE C-� SAVANNAH GEORGIA 31405 A_ SCALE: 3" _ w' TELEPHONE: 912--352-0464 )?'LEY g' V, DATE: OCTOBER 23, 2006 SURVEY FAX: 912-352--7787 ,f" DATE: AUGUST 6. 2007 PLAT ! FILE NO. 00--171R r ONE A8. BFE 13 10' DRAIN. ESMT. 201 / m X5.2' — 0 N 70°30'00"W POR'CION OF I,OT 86 IAB1 we I f ZONE A8, BFE 14 I 20 0 20 w .0 nXfNBINNNB w__ __ GRAPHIC ZONE V9, BFE 16 10' DRAINAGE EASEMENT CENTERED ON STORM PIPE 5' WALKWAY CENTERED ON P/ 565' TO 10.0 IV -1 3 STORY d� FRAME BLDG. ` IL T C-1 I I=3908 SF }_ �, I r S 70 0'00"E 94.49' I I 3 STORY I o �' I FRAME BLDG. I OT C— LIT IN 1 t i ARBA = 3417 SF I 20.1'Ak 0' B19L 94.19' 5}8" RHS ZONEA8. BFE 15 ZONt V9, BFE 16 DOX HIGH WATER LINE TACK FND tD ' ip a Q a�a H cl) m TOR OF DUNE LINE sq., 5 RECOMBINATION LOTS A, B, C--1 & C-2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 05, WARD NO. 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE IRF CMF lyC 1This will certify that the provisions relative to Ceorgle Code Section 15-6-67(d) do not require approval of this plot Sanitiory Sewer by any governing authority prior to the recording with the No ActkeFlaw Observed � ``�,,* . Clerk of Superior Court. Frame 9.39 0114',� p�° . a,+ AAF S$� oAt s \"Sid Olrt , �! 7 f Zone AE Zone AE SSti# 4,f' '�., �` f ""� 6FE 12.081: E 13.0 181 �`•�oft/ace Benchmark '"•�• , #Vail in Power Pole Elev. 10.03 NAVD88 •.. 9.4 PKF PP oft A if j '` ,, ' �"'�.► � STATE LAW REQUIRES °- e� °°" a 8�2 ' " U , 1 S1046 72 HRS. NOTICE 1-800-282-7411 Ott „ c SOb Ofit 7.7 WV OltX Z9 -.. / Grate Inlet Frame 7.95 �. Jay Kaminsky, Et. Al. � j `" �. 1 � IE 5.79 7.9 PIN 4-0006-18-013 Portion of Lot 65 f '• �' '' •. 1 JT 7: S /m s 2 x as !1 l !! ~'`�•" s Frame Grate # 00 3/4" Iran , _Pipe Foundf 4r° .. ro. •.. �qtc j 1 ru j i 25.0" 4o crf .." ",, 16.08.4! aLo JR 40 �' �"Ch,29 t,�°' � ....,,•,,, ....W 5.81 E #t 10 20 311, Illy � �l � it■l1 �� 1�1�1 Graphic Scale I - 10' ,...,,.. IE 3.23 •. 77 tt Dorothy C. Long .,. „�, `. _ .�••,. ,, ._ / �•r , PIN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 •.,, % C' " 60. Z9 w 79 1 f/ 41 V, f l / 0 h 79 as . ! IRF Q � 1 / 1 i re 611 Properties, LLC PIP! 4-0006-18-011 Lot 7 Subdivision of Front Lot 66 82LT, LLC PIN 4-00106-18-019 Lot B 10' Drainage Easement (5" Each Side of Line) fSMB 39-S. Pg. 54 CtO" /! / s /1 1 8t Legend Abbreviations D8 Pg. SMS Pg. Deed Book / Page Subdivision Map Bank / Page CMF Concrete Monument Found PKF PIK Nail Found IRF Iran Rebar Found PIP! Property Identification Number R/W !tight of Way NAVD88 North American Vertical Datum of 1988 IE Invert Elevation Linetypes X X Fence Line Water Valve Ali Property Line LP --- Budding Setback tine .._ .._ — — _,,. s .- — — -. Easement Line OHL OHL Overhead Limes 98 5 Sanitary Sewer Line S S 'Storm Drain Line Symbols 0 PP Power Pole / Utility Pole $ WV Water Valve Ali Sanitary Sewer Manhole LP Light Pole 1� GI Grote Inlet X 7.7 Spot Elevation (Ground) * 7.77 Spot Elevation (Pavement) IM To the best of my knowledge and belief, this plat Is a correct representation of the land platted, and has been prepared in conformity with the minimum technical standards and requirements of law. Yawn Land Surveys. LLC Dale E. Yawn" R.L.S. 24 Island Creek Lane Savannah, Go. 31410 912-887-6307 yown2510@bdlsouth.net Surveyors Nates 1. The elevations shown are based on NAVD88 Datum. 2. According to the Flood Insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property lies in a floor) hazard area as depicted thereon. (Community Panel No. 13051CO326F. Effective Date: 9/26/08, Zane AE, Base Flood Elevation 12.0 and 13.0.) The flood hazard line as shown was taken graphically from said map, and has not been verified in the field by this Surveyor. 3. Only aboveground, readily visible structures and utilities were located for this survey. This Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of any below ground, non --visible utilities or structures. 4. This property served by City of Tybee water and sewer services. 5. Bearings as shown are based on a record plat prepared by others. (Seri Reference 1). The lime along Tenth Place was held as the Basis of Bearings. 6. The field data upon which this plot is based has a closure precision of 1 foot in 17,112 feet, an angular error of 12 seconds per station, and was adjusted with the compass rule. The plat has been check for closure. and has been found to have a closure precision of 1 foot in 50,672 feet. A 5 second total station instrument was used to determine the linear and angular measurements that farm the basis of the plat. Reference 1. Plot recorded at SMS 39-S. Pg. 54. 2. Deed recorded at DB 371-D. Pg. 422. Property Information Street Address: 10th Place Current Zoning: R-2 Tax Assessor's Property identification Number. 4-0006-18-018 Total Lot Area- 4,685 Sq.Ft. 0.11 Ac. Boundary Topographic Lot A of a Subdivision The Eastern 225 Feet of Front ! Word i City of Tybee Island Chatham County, Georgia Prepared For Howard & Fbith Levy Plot bate: December 7. 2012 December 5, 2012 APPROVED f ]. r i COMMSSION 0 R 1 APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL -- YOR DATE , cTERx OF coUNCIL DATE ` TENTH STREET COURT TENTH TERRACE TENTH PLACE ELEVENTH STREET VICINITY MAP (NOT TO SCALE) f - I - NE A8, BFE 14 ZONE AS,. BFE 15 ZONE A8, BFE 13. ZO BENCHMARif ' NAIL IN P/? j Rini 11.71 10TH.. PLACE 175.13' TO BUTLER AVE. 15' ROADWAY N 19032'00"E S 70'3 100"E 130.17' , S 70030'00"E .0 ' S' Ai 4.8'7'-- ..... �. �.. ..� �... � r S. 70030'00"t 155.00' 5/8" RB' 60.09' Pxs 70 -7' 20 DRAIN. ESMT. cm STORM' P rJ GRATI INLET Lm A- 201 PRIVATE DRIVE A:CESS UTILI ESMT. 0.0'i G3 z ( ! 25' ACCESS & UTrL rY--s r w ESMT. IN FAVOR OF LOT 20' DET. POND ESMT. I W a PT. LOT 65LOT j LOT B — 1 C+ LOQ' A LA AREA = 5428 SF i O D. B. 148 H 524 Cie D. & 141 F 403 AREA = 4685 SF I I 2 STORY FRAME HOUSE1 c P.IL R. P. B23;f,2 -- ��------- . � 8. s 3 z "o ! f GRATE INN 10' DRAIN. ESW ! ( � 10' DRAIN. ESMT. 1 25' DET. POND ESMT. 1 101 lOr ocmrr Rte' _60.81' i..l.- �.j. -1 .00!' N 70030'00"W 165,.00' 19.79' �00'0i ;/s', RBS o 5.2' N 70030'001F 22: -- . LOT 7 N THE PRIVATE DRMAY ACCESS & UTILITY EASEMENT AND STORM DRAINAGELOT $ EASEMENTS. ARI!:. HEREBY DEDICATED PERPETUALY FOR , THE USE BY THE OWNERS AND I PORTION OF RESIDENTS OF ALL LOTS IN THE SUBDIVISION. SAID EASEMENTS AND DRAINAGE SHALL ( I IST 88 BE MAINTAINED BY THE OWNERS OF THE LOTS AND NOT BY THE CITY OF TYBEE ' H 1 t/I MB I sas , ISLAND. 1 1 • ©i to A GONE A8, B 13 1 1 � ZONE A$, BFE 14 do>a 1 1 cQ c OWNER DATE � 1 19 pll o p t�ryY f ?A �?C 1_10' DRAINAGE EASEMENT CENTERED ON STORM PIPE 5' WALKWAY CENTERED ON P/ 565' TO 5/8" RBS I' ' f HIGH WATER L• TACK FND ZONE V9, BFE 16 ZOITE 15 : . DECK REVISED NOVLMMM 14, 2007 TO SHOW DET. l ESMT. ON LOT A. PAVERS ON LOTS C-1 & C-; DRAIN. ESMT. OF LOT 7. RE /'"�fR� OWNER DAT I I ACCORDING TO THE F.I.R.M. DATED 6/17/86 I THIS SITE IS WITHIN THE 100 YEAR FLOOD , I I REF%RENCE: PRB B 356 EQUIPMENT': BROKEN CMF' 1f};,04 N 70°2619"W 50.321 1/2" RBF TOPCON. AP-AP DB- 14B.B 524 ERROR OF CLOSURE: N 70°26' 19"W _ SMB -s a " O LINEAR: 1/_ ELEVENTH STREET TH r llt r -m -Ey Rlo' TOLDS . LAND SURVEYOR 636 STEPH NEON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHOM: 912=352--0484 FAX: 912-.352-7787 PLAT: 1/INFINITY 0 20 SCALE: 1" = 20' p' DATE: OCTOBER 23, 2006 SURVEY DATE: AUGUST 6, 2007 PLAT VU& No. 00-171R 20 0 . 20 40 60 GRAPHIC SCALE - FEET REVISED TIO �%lJ l.� LJ BBI if l Y LOTS A, B, C--1 & C--2 OF A SUBDIVISION OF THE. EASTERN,.`'' 25' OF FRONT LOT 65, WARD NO. 4, TYBE] ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE �qs C�2 � x E E -4 - x c°� ca m 'BOE OF DUNE LINE ZONE V9, BFE 16 ZOITE 15 : . DECK REVISED NOVLMMM 14, 2007 TO SHOW DET. l ESMT. ON LOT A. PAVERS ON LOTS C-1 & C-; DRAIN. ESMT. OF LOT 7. RE /'"�fR� OWNER DAT I I ACCORDING TO THE F.I.R.M. DATED 6/17/86 I THIS SITE IS WITHIN THE 100 YEAR FLOOD , I I REF%RENCE: PRB B 356 EQUIPMENT': BROKEN CMF' 1f};,04 N 70°2619"W 50.321 1/2" RBF TOPCON. AP-AP DB- 14B.B 524 ERROR OF CLOSURE: N 70°26' 19"W _ SMB -s a " O LINEAR: 1/_ ELEVENTH STREET TH r llt r -m -Ey Rlo' TOLDS . LAND SURVEYOR 636 STEPH NEON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHOM: 912=352--0484 FAX: 912-.352-7787 PLAT: 1/INFINITY 0 20 SCALE: 1" = 20' p' DATE: OCTOBER 23, 2006 SURVEY DATE: AUGUST 6, 2007 PLAT VU& No. 00-171R 20 0 . 20 40 60 GRAPHIC SCALE - FEET REVISED TIO �%lJ l.� LJ BBI if l Y LOTS A, B, C--1 & C--2 OF A SUBDIVISION OF THE. EASTERN,.`'' 25' OF FRONT LOT 65, WARD NO. 4, TYBE] ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE �qs .. I APPROVED r PLANNING COMMISSION Al le— . ADMINISTRATOR DATE APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL a liffm Imor i nTH FLACE N� ZONE A8, BFE 14 ZONE AS,. Br`E 15 BENCHMARK` NAIL IN P/1' ELEY 11.71 175.13' TO MMER AVL. 15' ROADWAY 1.9"32100"13 / .. . ° r IIS' WALKWAY S 7Q e�0r 00 Lei25.001_j i ZONE V9, BFE 16 10' DRAI3ISAGE& BASEMENT CENTERED ON STORM PIPE 5' WALKWAY CENTERED ON P/ 1 565 TO i ..:..... • 0 0' �� mi� Oki {: i ► ►. �� GRATI INLETx�� Y 20' PRIVATE DRIVE XCESS ► v _ R_ 8 PPARENT HIGH WATER TACK F ND .0' 1 1 3 STORY +aFP .I 25' ACCESS & SN FRAME BLDG.? tt� r ESMT. IN FAVOR OF LOT x d/ 03 _co Ire ! .:,:. -- 11_2, -1 - - - - - . - - - - - - — 20 DET. POND ESMT. v I T C ""' = 3 SF W F� i I � i .. i a re a W PT. LOT 65 a L�1'�' �. � LOT B � 70 0 00 � x.49 O I i ARRA = 5428 SF i t q D. B. las aON 0 AREA - 4885 SF I i 2 STORY FRAME HOUSEi „ i 3 STORY m cit D. s i I I i FRAME BLDG. c� � Qa P. R. 8. D 52 °co — _ TTsP. IL & B - — — — — -- — — --- - c } t i ,i �`' F:r +GRATE T E, = 3417 SF cri 10' DRAIN. ESK. { j j 10' DRAIN. ESMT. } I2an 2.4' TOE OF DUNE LINE 25' DET. POND ESM'!'. ---1 I 1 o 10' jLl 10.0' L" RBS' 60,81'.�I.- ....I. r 7} xpj 84.19' N 70°$4}"QO"� 165.00' � 19.79' .10.00'i '�8" RB sfs�.i /ato RBF { I N 7Q°SO'00"W 226"00' t LOT 7 THE PRIMATE DRIVEWAY ACCESS & UTILITY EASEMENT AND STORM DRAINAGE LOT 8�[. t BASEMENTS. ARE HEREBY DEDICATED PERPETUALY FORTHE USE BY THE OWNERS AND Y � PORTION'OF ioT ss - RESIDEN`T'S OF ALL LOTS IN THE SUBDIVISION. SAID .EASEMENTS AND DRAINAGE SHALL l i MB 1 303 BE MMNTAINED BY THE OWNERS OF THE LOTS AND NOT BY THE CITY OF TYBEE � (' E.i 1 C" ISLAND. bs I :% I m va ©i t © &ONE A8 BF1 13 A8 BFE 14'ZONE V9, BFE 1fi ,:�' l o ZONE , ( I - ZONE AS, BFE 15. OWNS I I f Irl i I A I oo DECK REVISED NOVEMBER 14, 2007 TO BROW DST. POND cc., ©. ' ESMT. ON LOT A, PAVERS ON LOTS C-1 & C-2 AND OWNER DATE DRAIN. ESMT, OF LOT .I I OWNER DA I t ACCORDING � IS WFiHIN TO THE THE 100 YEARATED FLOOD $ . t I i t REVISED a . � EQUIPMENT: BROKEN CMF 10_ N 7002618"W 50.52' 1/2"' RBF .. REFERENCE: PRB F'.� 11 . ON K .:� TOPCOAT, Ap WA R DB 148 B 524 OR�G ERROR OF CLOSURE. ,fi. N 70° 2B' 19"W SMB 33-S 40 LINEAR: 1/- ELEVENTH STREET LOTS A, B, C �. & +� 2 OF A. SUBDIVISION C11F TIE d. wiff-f ml -R N' 3LI �' clsD BY: - EASTERN 225' OF FRONT LOT 65, WARD NO. $, MEE LAND SURVEYOR F' NO. 2249 PIAT: 1fINF'iNI`X 200 00 4a �o ISLAND, CHATHAM COUNTY, GEORGIA 636 STEPIJENSON AVENUE----�-� ..-_: SUITE C ''' - 3 scAi/R: 1" _ 0' F OR: HOWARD REEVEir SAVANNAH GEORGIA. 31405 DATE: OCTOBER 23, 2006 SURVEY GRAPHIC SCALE - FEET TELE 912-352-©464 Ey. D DATE: AUGUST 6, 2007 PLAT FAX: 812---352--7787/t � FILE NO. 00-1718 TENTH STREET TEM COURT TENTH TERRACE TENTH PLACE SITE ELEVE?m STREET VICINITY MAP (NOT TO SCALE) ZONE AS, BFE '13. i nTH FLACE N� ZONE A8, BFE 14 ZONE AS,. Br`E 15 BENCHMARK` NAIL IN P/1' ELEY 11.71 175.13' TO MMER AVL. 15' ROADWAY 1.9"32100"13 / .. . ° r IIS' WALKWAY S 7Q e�0r 00 Lei25.001_j i ZONE V9, BFE 16 10' DRAI3ISAGE& BASEMENT CENTERED ON STORM PIPE 5' WALKWAY CENTERED ON P/ 1 565 TO i ..:..... • 0 0' �� mi� Oki {: i ► ►. �� GRATI INLETx�� Y 20' PRIVATE DRIVE XCESS ► v _ R_ 8 PPARENT HIGH WATER TACK F ND .0' 1 1 3 STORY +aFP .I 25' ACCESS & SN FRAME BLDG.? tt� r ESMT. IN FAVOR OF LOT x d/ 03 _co Ire ! .:,:. -- 11_2, -1 - - - - - . - - - - - - — 20 DET. POND ESMT. v I T C ""' = 3 SF W F� i I � i .. i a re a W PT. LOT 65 a L�1'�' �. � LOT B � 70 0 00 � x.49 O I i ARRA = 5428 SF i t q D. B. las aON 0 AREA - 4885 SF I i 2 STORY FRAME HOUSEi „ i 3 STORY m cit D. s i I I i FRAME BLDG. c� � Qa P. R. 8. D 52 °co — _ TTsP. IL & B - — — — — -- — — --- - c } t i ,i �`' F:r +GRATE T E, = 3417 SF cri 10' DRAIN. ESK. { j j 10' DRAIN. ESMT. } I2an 2.4' TOE OF DUNE LINE 25' DET. POND ESM'!'. ---1 I 1 o 10' jLl 10.0' L" RBS' 60,81'.�I.- ....I. r 7} xpj 84.19' N 70°$4}"QO"� 165.00' � 19.79' .10.00'i '�8" RB sfs�.i /ato RBF { I N 7Q°SO'00"W 226"00' t LOT 7 THE PRIMATE DRIVEWAY ACCESS & UTILITY EASEMENT AND STORM DRAINAGE LOT 8�[. t BASEMENTS. ARE HEREBY DEDICATED PERPETUALY FORTHE USE BY THE OWNERS AND Y � PORTION'OF ioT ss - RESIDEN`T'S OF ALL LOTS IN THE SUBDIVISION. SAID .EASEMENTS AND DRAINAGE SHALL l i MB 1 303 BE MMNTAINED BY THE OWNERS OF THE LOTS AND NOT BY THE CITY OF TYBEE � (' E.i 1 C" ISLAND. bs I :% I m va ©i t © &ONE A8 BF1 13 A8 BFE 14'ZONE V9, BFE 1fi ,:�' l o ZONE , ( I - ZONE AS, BFE 15. OWNS I I f Irl i I A I oo DECK REVISED NOVEMBER 14, 2007 TO BROW DST. POND cc., ©. ' ESMT. ON LOT A, PAVERS ON LOTS C-1 & C-2 AND OWNER DATE DRAIN. ESMT, OF LOT .I I OWNER DA I t ACCORDING � IS WFiHIN TO THE THE 100 YEARATED FLOOD $ . t I i t REVISED a . � EQUIPMENT: BROKEN CMF 10_ N 7002618"W 50.52' 1/2"' RBF .. REFERENCE: PRB F'.� 11 . ON K .:� TOPCOAT, Ap WA R DB 148 B 524 OR�G ERROR OF CLOSURE. ,fi. N 70° 2B' 19"W SMB 33-S 40 LINEAR: 1/- ELEVENTH STREET LOTS A, B, C �. & +� 2 OF A. SUBDIVISION C11F TIE d. wiff-f ml -R N' 3LI �' clsD BY: - EASTERN 225' OF FRONT LOT 65, WARD NO. $, MEE LAND SURVEYOR F' NO. 2249 PIAT: 1fINF'iNI`X 200 00 4a �o ISLAND, CHATHAM COUNTY, GEORGIA 636 STEPIJENSON AVENUE----�-� ..-_: SUITE C ''' - 3 scAi/R: 1" _ 0' F OR: HOWARD REEVEir SAVANNAH GEORGIA. 31405 DATE: OCTOBER 23, 2006 SURVEY GRAPHIC SCALE - FEET TELE 912-352-©464 Ey. D DATE: AUGUST 6, 2007 PLAT FAX: 812---352--7787/t � FILE NO. 00-1718 ZONE A8, BFE 14 ZONE AS,. Br`E 15 BENCHMARK` NAIL IN P/1' ELEY 11.71 175.13' TO MMER AVL. 15' ROADWAY 1.9"32100"13 / .. . ° r IIS' WALKWAY S 7Q e�0r 00 Lei25.001_j i ZONE V9, BFE 16 10' DRAI3ISAGE& BASEMENT CENTERED ON STORM PIPE 5' WALKWAY CENTERED ON P/ 1 565 TO i ..:..... • 0 0' �� mi� Oki {: i ► ►. �� GRATI INLETx�� Y 20' PRIVATE DRIVE XCESS ► v _ R_ 8 PPARENT HIGH WATER TACK F ND .0' 1 1 3 STORY +aFP .I 25' ACCESS & SN FRAME BLDG.? tt� r ESMT. IN FAVOR OF LOT x d/ 03 _co Ire ! .:,:. -- 11_2, -1 - - - - - . - - - - - - — 20 DET. POND ESMT. v I T C ""' = 3 SF W F� i I � i .. i a re a W PT. LOT 65 a L�1'�' �. � LOT B � 70 0 00 � x.49 O I i ARRA = 5428 SF i t q D. B. las aON 0 AREA - 4885 SF I i 2 STORY FRAME HOUSEi „ i 3 STORY m cit D. s i I I i FRAME BLDG. c� � Qa P. R. 8. D 52 °co — _ TTsP. IL & B - — — — — -- — — --- - c } t i ,i �`' F:r +GRATE T E, = 3417 SF cri 10' DRAIN. ESK. { j j 10' DRAIN. ESMT. } I2an 2.4' TOE OF DUNE LINE 25' DET. POND ESM'!'. ---1 I 1 o 10' jLl 10.0' L" RBS' 60,81'.�I.- ....I. r 7} xpj 84.19' N 70°$4}"QO"� 165.00' � 19.79' .10.00'i '�8" RB sfs�.i /ato RBF { I N 7Q°SO'00"W 226"00' t LOT 7 THE PRIMATE DRIVEWAY ACCESS & UTILITY EASEMENT AND STORM DRAINAGE LOT 8�[. t BASEMENTS. ARE HEREBY DEDICATED PERPETUALY FORTHE USE BY THE OWNERS AND Y � PORTION'OF ioT ss - RESIDEN`T'S OF ALL LOTS IN THE SUBDIVISION. SAID .EASEMENTS AND DRAINAGE SHALL l i MB 1 303 BE MMNTAINED BY THE OWNERS OF THE LOTS AND NOT BY THE CITY OF TYBEE � (' E.i 1 C" ISLAND. bs I :% I m va ©i t © &ONE A8 BF1 13 A8 BFE 14'ZONE V9, BFE 1fi ,:�' l o ZONE , ( I - ZONE AS, BFE 15. OWNS I I f Irl i I A I oo DECK REVISED NOVEMBER 14, 2007 TO BROW DST. POND cc., ©. ' ESMT. ON LOT A, PAVERS ON LOTS C-1 & C-2 AND OWNER DATE DRAIN. ESMT, OF LOT .I I OWNER DA I t ACCORDING � IS WFiHIN TO THE THE 100 YEARATED FLOOD $ . t I i t REVISED a . � EQUIPMENT: BROKEN CMF 10_ N 7002618"W 50.52' 1/2"' RBF .. REFERENCE: PRB F'.� 11 . ON K .:� TOPCOAT, Ap WA R DB 148 B 524 OR�G ERROR OF CLOSURE. ,fi. N 70° 2B' 19"W SMB 33-S 40 LINEAR: 1/- ELEVENTH STREET LOTS A, B, C �. & +� 2 OF A. SUBDIVISION C11F TIE d. wiff-f ml -R N' 3LI �' clsD BY: - EASTERN 225' OF FRONT LOT 65, WARD NO. $, MEE LAND SURVEYOR F' NO. 2249 PIAT: 1fINF'iNI`X 200 00 4a �o ISLAND, CHATHAM COUNTY, GEORGIA 636 STEPIJENSON AVENUE----�-� ..-_: SUITE C ''' - 3 scAi/R: 1" _ 0' F OR: HOWARD REEVEir SAVANNAH GEORGIA. 31405 DATE: OCTOBER 23, 2006 SURVEY GRAPHIC SCALE - FEET TELE 912-352-©464 Ey. D DATE: AUGUST 6, 2007 PLAT FAX: 812---352--7787/t � FILE NO. 00-1718