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HomeMy Public PortalAbout06-0117 Tybee Beach, LLC_3of3CONDOMINIUM DOCUMENTS for: TYBEE BEACH CONDOMINIUM #3 17th PLACE TYBEE ISLAND, GEORGIA CIPHERS' architects and planners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912-233-9968 FAX 912- 233 -9543 PROJECT CONTACTS ARCHITECTURE: CIPHERS DESIGN CO. 22 EAST LIBERTY STREET SAVANNAH, GEORGIA 31401 CONTACT: GARY SANDERS, AIA JANET M. LEWIS 912- 233 -9968 912 - 233 -9543 FAX DRAWING INDEX ° iz it x Q X ° i SHEET NO. DESCRIPTION z x ARCHITECTURAL 0 COVER SHEET A2.1 PARKING LEVEL PLAN A2.2 FIRST FLOOR PLAN A2.3 SECOND FLOOR PLAN A2.4 THIRD FLOOR PLAN A2.5 ROOF PLAN A2.6 SECTION SEAL IBT VM.O UNLESS SIGNED DRAWING REVISIONS NO. DATE DESCRIPTION JOB NO.: 0518 ISSUE DATE: 1/9/2007 This droning t as written material herein, as an 'instrument of smite is and shall remon the property of Ciphers Des* Campo'y Reproduction prohbiled ',bout prior written consent. © Copr9hl RCN eo.c. CE =LVh'LGCOINAGNELEI/ENt I 4 5f0FAGE UNIT TA CE PMRKING 5PKE # 101 SrC:hSE LN f = LCE. 5f0ME UN' LAN2ING 5f0FAGE LNlif # 202 5fOFi'LE LN ' _ 111■(\ 5fOFAGE LIME # x02 PMKING Sph! # 102 P/ KING 5PA!E # 20 I .15?ALE # 202 P/, KING SPACE # :0 0 PPFKING TCCE #L02 FAKING 5PFCE #302 9 611 plan °P?K ' 5 LE /EL' L \ ApCHItCT' 5 CNp11MICATION: I HAJE J151TEn THE SITE AND VIEW THE PROPEPTYAND 1 \1, TO THE 6EST OF MY KNOWLEDGE, INFOPMA11ON, AND EELIFF: (A) THE EXTI PIOP WALLS, AND FOOF OF EACH 511CLf,EE AE IN PLACE AS SHOWN ON 11-IF PLAN5; AND (6) SUCH WALLS, PA1;1111ON5, FLOOP5, AN2 CEILIN55, TO TIE EXTENT SHOWN ON SAID PLAN5, AS CONSfI1.;TE THE HOKIZONfAL POLINDARIES, IF ANY, AND THE JEP(ICAL 6OUNDARIE5 OF EACH LNIf, INCLLDING CONJERTI6LE SPACE, HAVE 6EEN SUFFICIE ' ONSTE LTED 50 AS f0 E5TAI3LIS1 GLEAMY THE FMSICAL 130) ' 1' OF SJCH'CHIC JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY: GCS /JML The drawing & all Witten motvid herein, as on instrument of service is end shall remora the property of OpM+s Design Campmy. Rependrelicn prohibited Whorl prior written consent. © Coptvighl 2W3 CDC. ej O 'S o co y g p c W CTt C" Lin co O co N 0 CV L � a ce[ 6 Q LL LLI )L 13 Z so C U a 0 CLU ▪ N Q 0 c' L • _ U 00 w 6 CV (V In cs z 0 0 l nn SEAL. NOT VALID UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM CD W O o w < 0 J ▪ o Z Q I"-- r') W 1— PARKING LEVEL PLAN A2.1 RFI FASFf FOR (FINnnMINII %5_!CK L.0 E. L CE LCE. L E. PA 2NG 5PACE # :01 P/ KING SP/CE # 102 1W KING SPACE # 2(0 PlaING 5PkLE # 202 I- 0 ELE /hf0 seeA.;o PMKING Sph! # 102 P/ KING 5PA!E # 20 I .15?ALE # 202 P/, KING SPACE # :0 0 PPFKING TCCE #L02 FAKING 5PFCE #302 9 611 plan °P?K ' 5 LE /EL' L \ ApCHItCT' 5 CNp11MICATION: I HAJE J151TEn THE SITE AND VIEW THE PROPEPTYAND 1 \1, TO THE 6EST OF MY KNOWLEDGE, INFOPMA11ON, AND EELIFF: (A) THE EXTI PIOP WALLS, AND FOOF OF EACH 511CLf,EE AE IN PLACE AS SHOWN ON 11-IF PLAN5; AND (6) SUCH WALLS, PA1;1111ON5, FLOOP5, AN2 CEILIN55, TO TIE EXTENT SHOWN ON SAID PLAN5, AS CONSfI1.;TE THE HOKIZONfAL POLINDARIES, IF ANY, AND THE JEP(ICAL 6OUNDARIE5 OF EACH LNIf, INCLLDING CONJERTI6LE SPACE, HAVE 6EEN SUFFICIE ' ONSTE LTED 50 AS f0 E5TAI3LIS1 GLEAMY THE FMSICAL 130) ' 1' OF SJCH'CHIC JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY: GCS /JML The drawing & all Witten motvid herein, as on instrument of service is end shall remora the property of OpM+s Design Campmy. Rependrelicn prohibited Whorl prior written consent. © Coptvighl 2W3 CDC. ej O 'S o co y g p c W CTt C" Lin co O co N 0 CV L � a ce[ 6 Q LL LLI )L 13 Z so C U a 0 CLU ▪ N Q 0 c' L • _ U 00 w 6 CV (V In cs z 0 0 l nn SEAL. NOT VALID UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM CD W O o w < 0 J ▪ o Z Q I"-- r') W 1— PARKING LEVEL PLAN A2.1 RFI FASFf FOR (FINnnMINII 2/26/2007 3:30:46 PM ,---. Ibis droeng 3 di mitten materiel hereto a on netnenent of Hulce is and sisal remote the property of Ciphers De r Canrpenri Repro&sctiar prohibited Alma prior mitten consent © Copyright 2003 CO.G • I planners ;Y, Savannah, Georgia 31401 8 FAX 912 -233 -9543 W LCCNI 2 g W T \ / ter a ;61. :CIvp! 1 rc / wevN 1 It 17001/‘ CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM #3 17th PLACE TYBEE ISLAND, GEORGIA FIRST FLOOR PLAN A2.2 w _:. I Pin •./ 1 /J5V I%EGECCAA 1u- E ESFCS; MII IP/ Ill / JPIP MI ,NI1102 ,1,112 101 1,228 ft. 1,228 sq. ft. sq. �p o Qv . • 0 GIKIN GN NG ny 00 C; C? plan :515L002 ?LAN L C E. = LII /I1EG CCIl1/ON ELEI /ENf ApCHITC1'5 Cp11HICATION: 1 HAVE VISI1EW THE 511E AND VIEW EP THE PPOf EPTY ANP THAT, 10 THE 6E5f OF MY KNOIM,EI2GE, INFORMATION, AND 6ELIEF: (A) THE EXTEPIOP WALLS, AND POOF OF EACH STPL;CLFE ARE IN PLACE A5 %IOINN ON 1NE PLANS; AND (f3) SDI WALLS, PAR11110N5, FLOODS, AND CEILINGS, 10 THE EXTENT SHOWN ON 5Al2 PLANS, A5 CON51Ifj1E THE HORIZONTAL 130;NDARIE5, IF ANY, AND THE VERTICAL 130.,NDARIE5 OF EACH .;1\111, INCLb12ING CONVEPiIPLE SPACE, HAVE PEEN 5.,FFICIENTLY CON5FFLIED 50 A510 E5TABLI5H CLEARLY 11-E PHYSICAL PO$I12ARIES OE 5.LH G, C. 5ANDEP5 - GA 410064 JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY: GCS /JML Ibis droeng 3 di mitten materiel hereto a on netnenent of Hulce is and sisal remote the property of Ciphers De r Canrpenri Repro&sctiar prohibited Alma prior mitten consent © Copyright 2003 CO.G I planners ;Y, Savannah, Georgia 31401 8 FAX 912 -233 -9543 2 g W 1 rc o wevN 1 SEAL NOT VAUD UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM #3 17th PLACE TYBEE ISLAND, GEORGIA FIRST FLOOR PLAN A2.2 RFI F4000 F//P / ONll I I plan 5FCG 0 - I. /i C:I.LI/EI.' II AECHITC1'5 Cp11MICA110N: I HA ✓F d1511E12 THE 511E AND VIEWF121NE PPOPEPTY AND 1Wif, f0 THE I3E5f OF MY KNOIM,EDGE, INFOPMATION, AND I3FLIEF: (A) TM FXTEPIOF WALLS, AND FOOF OF FACH 51VJCTUPE APE IN FL/CP AS SHOWN ON TIC PLANS; AND (13) SUCH WALLS, PAPTITION5, FLOODS, AND CEILINGS, TO THE EXTENT SHOWN ON SAID PLANS, AS CONSTITAP 111IIE HOPIZONTAL 130;NDAPIFS, IF ANY, AND THE VEPTICAL 130NDAPMF5 OF EACH ,Nlf, INCL„ DING CON VCf16L PE SPACE, HAKE (3E n EN 5 FFICI `_ CONSTP.;CTFD 50 AS f0 FSTADLISH CLFAPLY 1lW PHYSICAL 60 IFS OF S„ CH Nlf, G. C. SANDEPS - GA #10064 JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY: GCS /JML >hb drew g & dl written material herein, aeon botrunent of ere)ice b end Ad remain the peeped), of Clpherp Deer Compony. Reproductko core prahbite ted without prior written coned © CapXlgct 2013 C.D.C. 8 o .0'g c O co co N 0 N N L Q} '::3' D :co' Ce LLI 6 2 a t T N Om 2 N J i .,, _ O 0D_ UW N N O S N U )WYN SEAL NOT VALID UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM Cr w 0 0 W < C� J � o Q r J • W � W co F— SECOND FLOOR PLAN A2.3 RFI FARM FOR CONOOMINII IM CCCI IMFNTR ew.ca�v \ / el.,1-CONY II II IIVA II II owe I I /ASEEFEt2 :C'l/ I • 1 /15fEk-nGK00IF � �� • • II ■ ■ ■ \ I I EUYf; / iro \ Io ,h / ® ®� ::/,'"- = oI 1 S411 1L 0 MI \ / IIIIIIIIIIIIIIIIIII, 1MIN 5tit,( I II IJIT 201 UNIT 202 1228 sq. ft. 1,228 tq. ft. 4 � J I ;�r;;� �I oo II 4 ;II„ 1ii iil ■■ c'� LI. _ ■ _■ / � • • • • • i• plan 5FCG 0 - I. /i C:I.LI/EI.' II AECHITC1'5 Cp11MICA110N: I HA ✓F d1511E12 THE 511E AND VIEWF121NE PPOPEPTY AND 1Wif, f0 THE I3E5f OF MY KNOIM,EDGE, INFOPMATION, AND I3FLIEF: (A) TM FXTEPIOF WALLS, AND FOOF OF FACH 51VJCTUPE APE IN FL/CP AS SHOWN ON TIC PLANS; AND (13) SUCH WALLS, PAPTITION5, FLOODS, AND CEILINGS, TO THE EXTENT SHOWN ON SAID PLANS, AS CONSTITAP 111IIE HOPIZONTAL 130;NDAPIFS, IF ANY, AND THE VEPTICAL 130NDAPMF5 OF EACH ,Nlf, INCL„ DING CON VCf16L PE SPACE, HAKE (3E n EN 5 FFICI `_ CONSTP.;CTFD 50 AS f0 FSTADLISH CLFAPLY 1lW PHYSICAL 60 IFS OF S„ CH Nlf, G. C. SANDEPS - GA #10064 JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY: GCS /JML >hb drew g & dl written material herein, aeon botrunent of ere)ice b end Ad remain the peeped), of Clpherp Deer Compony. Reproductko core prahbite ted without prior written coned © CapXlgct 2013 C.D.C. 8 o .0'g c O co co N 0 N N L Q} '::3' D :co' Ce LLI 6 2 a t T N Om 2 N J i .,, _ O 0D_ UW N N O S N U )WYN SEAL NOT VALID UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM Cr w 0 0 W < C� J � o Q r J • W � W co F— SECOND FLOOR PLAN A2.3 RFI FARM FOR CONOOMINII IM CCCI IMFNTR -1.1/ Ts CauanaN ELEI / /Nf I JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY GCS /JML This drawing & d written material hares, os an instrument of er*e Is and shd rem* the property of Design Comply. Repradret pr y op ited without pia written consent © Copyright 2003 C.D.C. wnn SEAL NOT VAUD UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM CD W p O w < 0 J o _c Q 1� J (n V W � W H- THIRD FLOOR PLAN 2/26/2007 3:31:07 Ian C TL00R?LA'( A' P CHITECT'5 CMrI CATION : I HAVE VI51TE12 1W 511E ANC VIFWEC THE FFOFEFTY AND 1 VT, f0 THE 13E5f OF MY KNOWLEDGE, INFOFMATION,1W PFLIFF: ( A) THE FXTEFIOF WALL5, ANC FOOF OF FACH 51FUCPJFF ARE IN FLKF AS SHOWN ON 1W PLANS; LW (13) 5.;CH WALLS, PAR1111ON5, FLOOPS, ANC CEILINGS, f0 THE EXTENT SHOWN ON 5AIC PLANS, AS CONST1LTE 11-IF HOPIZONIAL 130UNCAPIFS, IF ANY, ANC 1HF VEF1ICAL 130.,NCARIE5 OF EACH UNIT, INCLUCING CONVFFTI6LF SPACE, HAVE 6FFN SUFFICIENTLY CONSTP,CIEC 50 AS f0 F517431I3.1 CLEARLY fit PHYSICAL 13OUp1%RIFS OF 5 CH Alf. G. C. SANCFPS - GA 1110064 A2.4 RFI FASFF) FOR rf1Nf]f1MINII IM DCCI IMF NTS E /AfOR O /EMI: LI: plan POOF PLA\ C. plan ELF /A10° SNF; f Z00F FLP:', fl L cE COI/!ION ELE(IEN": AACHI1 CT'5CNTIFICATION: I HAVE V1511FD 1HE 511E AND VIFWED THE PPOPEPfY AND THAT 101W 6E5f OF MY KNOWLEDGE, INFOPMA110N, AND F3ELIFF: (A) TFE EX1EEIOP WALL5, AND POOF OF EACH 51P;C1,VF ANP IN PILE AS SHOWN ON THE PLANS; ANP (6) 51,C1-1 WALLS, PARTITIONS, FLOOP5, AND CEILING5,1011-1E EXIENf SHOWN ON SAID PLAN5, AS CON511f;TE THE HOPIZONIAL 60 ;NDAREE5, IF AM', AND INF VFF11CAL 60,NDARIF5 OF EACH .,NIf, INCL,;DING CONVEP1IMLF SPACE, NAVE &FEN 5 ;FFICEN i ' CON51LCTED 50 A5-10 E5f,N3L15I CLEARLY TFE PM SICAL [30_,1,1 5 OF 5,:CN NIf, S. C. SANDEPS - GA #10064 JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY: GCS /JML This &aging & all written moterisi herein, os an instrument of rice is and shoe remora the property of Ciphers Design Comm. Reproduction prohibited without prier written content © Cap$iglt 2003 CAC RSD A planners Savannah, Georgia 31401 8 FAX 912 - 233 -9543 a F 1 k aunty r SEAL NOT VAL D UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM #3 17th PLACE TYBEE ISLAND, GEORGIA ROOF PLAN A2.5 RFI FASFO FOR OONOOMINII 2/26/2007 3:31:47 PM 11.11f :01 L1 201 r LN11- 101 ELE /KKRR 3-tgf L,f:o2 50C. J LDING SECTION g, I. C E. = L 11 E :CANON EttlfENf ma-Inc-1'5 Cp11FICATION: I HAVE VI51TEn 1-1E 511E AND VIEWED THE PROPERTY AND TWIT, TO THE PEST- OF MY KNOWLEDGE, INFORMATION, AND BELIEF: (A) THE EXTERIOR IMALL5, AND ROOF OF EACH 5TR,Cf„ RE ALE IN PLACE A5 5HOWN ON LK PLAN5; AND (6) 5.:CH WALL5, PAR11110N5, FLOORS, AND CEILINGS, TO THE EXTENT SHOWN ON SAID PLAN5, A5 CON5T11JJE THE HORIZONTAL C30.;NDAMIE5, IF ANY, AND THE VERTICAL. 60JNDALIE5 OF EACH ,NIf, INCb5ING CONVERf16LE SPACE, HAVE PEEN 5.,FFIr N1LV CON5LRX1E150 A5 f0 E5TA3LISH CLEALLY THE PIMV5ICAL 60 ALIE5 OF 5K .;NIT. G. C. 5ANDER5 - GA 410064 JOB: 0518 CAD FILE: CONDO DOCS DRAWN BY: SLT CHECKED BY: GCS /JML The dung k dl written materiel hares, as on instrument of union N end dal remain the property of Ciphers Design Canpaay. Reprodraliaa prohibited without prior written consent © Copyright 2003 CD.G 0 • M � 6 L7 M 0 co fJ , O N L C, a xQ C LL 0 0 • C0 U cv 4 J os }vl = 0 - W ppF ANSI SEAL NOT VAUD UNLESS SIGNED CONDOMINIUM DOCUMENTS for TYBEE BEACH CONDOMINIUM 0 w 0 O W < C� J _c Z - Q N U) W � W I— BUILDING SECTION A2.6 IIJUU WI IINIWUUNUJ 21Ud UddVd Idd a N011dtlll 1SMM 11111111 •' • f—Y.■ • •_ • „NM IIIIIII 1• 1• ■MMII 111 • • • • • I. • U. ■ ■•I. MEDIUM MIL W i 1• 1• AIL I. I MINN • II II I II I 0 EIriMOROVECi1N D 0 y g 17TH PLACE for 17th PLACE TYBEE ISLAND, GEORGIA DRAWING REVISIONS DATE DESCRIPTION architects and plafiners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912 -233 -9968 PAX 912 -233 -9543 NOT RFI FASFII FOR PFRMIT . LOT A PRB 7 —P 137 CONDO BLDG N 70•68'07 -W 79.27' 6 1C-o• SET BACK NAIL FND. BEVATCR SHAFT TACK FND TTVM N00713 O 0 FNm.;. 47 Fil. .6 a. 9 19'024531f FNSXw 41 Fink: 4e 2 PLASTIC PIPE GRATE _INLET TOP ELEV 7.87 EE 12" PLASTIC PIPE ASPHALT ROADWAY BaVENIZENTS PIACE 10' 8/W 5/8" BOLT FND. SECOND R00R FIST DOOR PAW LEVEL sec. 5C-110N 0' AREA IF4FMWM AREA OF SE18Ifx: AREA OF GEDI SPACE GREEN SPACE B OR ROWED SETBACK �qIL 3.377 FL NEA IFERUIDN AEA OF LOT: 6.NOg1L BRED ABLE AREA 3$19 q LOT OVERAGE F/ MAURY : 6611 LOT COVERAGE STO WF ORRMY: 5111 6 LOOTS TOTAL 2 PARKING SPACES PER (RAT 12 PARKING SPACES TOTAL 8' ACCORDING TO THE FIRM. DATED 6/17/86 THIS LOT IS WITHIN FLOOD ZONE V9, BFE 16. SURVEY OF A PORTION OF PARCEL 4 OF A SUBDIVISION OF A PORTION OF BEACH LOT 107, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA LOT 3 —B TYBEE SANDS CONDOMINIUM PORCH LANDING BENCHMARK NAIL IN P/P ELEV 10.29 (MSL) NGVD 1929 plat 511E F'.AN 0' 8' 16' 16' JOB: 0518 CAD FILE: civil-arch-site-2 DRAWN BY: JML CHECKED BY: GCS /JML 1Me trade) k d order =hold herah a an Lehlarlert of ante k aid dial Tomah the properly of 1dProh dVd elBw qde b arRfen =wt. © Gust 2003 C.D.C. z ce u � o LANDING 17th PLACE L- 0 4— Q 3 0 W 0 Q J a_ t N TYBEE ISLAND, SITE PLAN & SECTION A1.0 CnNSTRIJOTION NOT RFI FASFO F HEN NAIL IN T EIE9 10. r viT791a, EXT'G 2" W LANDED I 3-B DB CONBOINIXISI NOTES: EXPO 8" 56 IMBUE 804DRAT +d -- / EXTG SS MH �i TOP 7.9 H- o _- �,, -.. IE 5.9 ./- 'D 70P KW 7M17 �_ __ —� - --- � f6�-P61B� MATCH EXT'G PAVING ELEV'S S 70'(!6'34 —79:33 4, °0 5/B '0 6' N AREA ALONG PROPERTY LINE TO HAVE RAISED BERM OR PLANTING BED TO PREVENT RUN -OPP PROM OFF SITE SOURCES AND TO PREVENT RUN -OFP FROM LEAVING SITE Ds2 Ds3 Ds2 Ds3 80 If 4wol of 0.3% 80 If 'wale of 0.1% 40 If ewole at 0% -r♦ BLOCS LTI. iii_ =c: .. c _ .� r r•��rw°�r+r� ��r °rr �_; r��� i�� N ....rte. —Sc-11-3) 4.° Ds2 Ds3 J PAVING, GRADING AND DRAINAGE PLAN P . 10' I. SEE SHEET C2 FOR LEGEND. 2. LIMITS OP GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION? 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OP THE CONTRACTOR. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING? S. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL DE CONTINUALLY AND EFFECTIVELY DRAINED. SURPACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. GENERAL DRAINAGE NOTES: L THE LOT WILL NEED TO Be GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. THE PROPOSED BUILDING SHALL HAVE GUTTERS AND DOWNSPOUTS TO DIRECT RUN -OFF TO THE NEW SWALES. GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OP TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND PEMA ZONE REQUIREMENTS. EASEMENT NOTES: I. 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. COMBO B<DG LOT • FRB 7 -P 137 FEMA MAP NOTES: L THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA W9" ACCORDING TO FLRA COMMUNITY PANEL NUMBER 135164 0002 C, MAP REVISED JUNG 17 1986. 2. THIS SITE IS IN ZONE W9+ AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION SET AT 16.0. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER CONSTRUCTION EXIT DISTURBED AREA STABLZZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP GEOTEXTILE Sd1—f) CO Ds2 Ds3 d —S St Ge ELEVATIONS SHORN ON PLANS SWALE DETAIL not to stale SPECIAL CONSTRUCTION NOTE: IP ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: r - 10' 10' 20' 25' BENCHMARK NAIL AII. I N P/P ELEV 10.29 (MSL) NCVIYI929 o HCONNECT NEW 6" TO EXTG 2" WITH 2" VALVE AND SOX POBCB +g9n 6END 41 6/8" BOLT PRO. Mt" WATER METERS AND BACKFLOW PREVENYERS IN VAULTS (Iv/ AS PER THE CITY OF TYBEE ISLAND WITH 2" MAIN SUPPLY AND MANIFOLD WITH 2" VALVE AND BOX !KING GENERAL NOTES.. EXTG B" S5 SEVENTEENTH PLACE 10' R/W 6" x 6" TEE WITH 6" VALVE AND BOX .. EXTG SS MH , TOP 7.9 •/- •. IC 5.9 "1- EXT'S 2" W B" W 0` G� S +09 L0> 6' S 70'55 34 TY :3 3 6" W JJ� 16" O.I. 99 LAIC 1 6/8- B94E Ptw. N +v IMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE. JMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER/OWNER. ILL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION. 3ENCHMARKS SHALL BE VERIFIED SY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION. ILL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. : ONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 'HE CONTRACTOR SHALL Se RESPONSIBLE POR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE EASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL GE BORNE BY THE CONTRACTOR. :ONYRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. ' ONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH PLANS. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. ILL ROAD AND LANE WIDTHS ARE TO BE 19' UNLESS OTHERWISE NOTED. STAKING AND UTILITY PLAN P - 10' UTILITY GENERAL NOTES: CONNECT NEW 6" WATER TO EXTG 6" WATER 6" VALVE AND SOX 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OP CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL SE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. WATER USAGE POR THE PROJECT (not Including NTI5Olon) WILL BE APPROXIMATELY 400 gpd PER UNIT. POR CALCULATIONS, 4 gpm IS ASSUMED PER UNIT {instataaneous pock d.mand as per the Georgia Minimum Standards Tor Public PHnking Water Systems!. THIS PROJECT WILL HAVE 6 UNITS. 4. WATER LINE TO HAVE THRUST BLOCKING OR RESTRAINED JOINT AS REQUIRED. 6. ALL WATER LINES ARE TO BE C -900 PVC. 6. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER GASKETED JOINTS AND CONFORM TO ASTM 9094 FOR PIPE 15" AND SMALLER. 7. SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB OUT IF PROVIDED. S. A MINIMUM OF 10' SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS. 9. #12 GA. WIRE SHALL BE INSTALLED WITH ALL WATER /SEWER LINES. 10. WARNING TAPE SHALL BE INSTALLED WITH ALL WATER /SEWER LINES AT I TO 2 FEET DIRECTLY ABOVE LINE. CONDO IDDG Ear • PBS 7 -P 137 STANDARD VALVE BOX NOT TO SCALE PARKING NOTE 1. Parking for this project is to be beneath the building. 2. For parking requirements and layouts - see architectural plans. GENERAL INFORMATION NOTES, 1. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. BUIOING SET BACK DISTANCES AS PER THE OWNER AND SURVEYOR. EASEMENT NOTES, I.. THE OWNER, ENGINEER AND SURVEYOR ARE 70 COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO Be PRIVATELY MAINTAINED. TRAFFIC AND RIGHT-OF -WAY NOTES, 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2, ANY AND ALL NECESSARY PERMITS MUST BE DETAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT NOSES: 1. T,PPHG SHO m CIRE IiON FORM) Enna SWOPS, TYPE O > BE DUSDRefss STEEL BOLTS, NUTS, AND WASHERS. FINISH B FUSION BONDED NYLON TO AYERABE THICKNESS 5�OF 12 RLS. 2. CORPORATION 45 RESPECT BE IILNN (AS SHOxR+ ABOVE). WATER TAPPING SADDLE NOT TO SCALE v2A ASPHALT CONE. TYPE =7: .2 Sly!. TO 9TRAI6NT LOBE BT. ABPNALT PAVEMENT EENCH NEW PIPE `• �• I • 5058 CT106 OP EACSMU. AI SOO ,�9.rx DePa 1. Al iUSW SIMEI QM 1N4 H COME ON SM. PINES Q SWAMI 11011121 10 SAM t1E WI WHIR 1MEMME MEOW PIM D 18M1 N IIWI OM AR COMM ME NO BMED SO REBM 9MM MIK RI MMIMMIL IMEM 1916 114 tax rrq L W86, ax0 COMM IN Pt. N OMR HE ENNEIE II MOO ML R MOM HIMI E100110 86 OSA MSC NC E T s1iE ME ND 11E BIM NM R ME F KAKI 1 IL OR MACE CORK BITUMINOUS PAVEMENT REPLACEMENT BOSWELL DESIGN SERVICES, INC. S STAKING AND UTILITY PLAN DRAWING NUMBER BENCHMARK NAIL IN P/P ELEV 10.29 NHL) NGVD- 1929 -- SEVENTEENTH PLACE 10' R/W REMOVE EXT'G 2• WATER A.A. X ! �_ ' i� �� %ice %< ...V. “<2< « i �� ■i� VA& < i A <y 2 e. EXTG S. GS a� 5/8' BOLT PAD. 9 Pty ES: LOT 8-B TZMIS MINN CONDOMINIUM ONTRACTOR IS TO COORDINATE ALL GAS, iTING, ELECTRICAL, PHONE, CABLE AND ' OTHER REQUIRED UTILITIES WITH THE ROPRIATE UTILITY AGENCIES. ' ONTRACTOR I5 RESPONSIBLE FOR LOCATING EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND FOR AVOIDING FLICT WITH SAME. ANY DAMAGE TO EXISTING (TIES SHALL BE REPAIRED AT THE EXPENSE THE CONTRACTOR. ONTRACTOR IS TO COORDINATE ALL DEMOLITION 'K WITH THE OWNER. ALL ITEMS NOT TO DE OCATED OR GIVEN TO THE OWNER WILL BECOME PROPERTY OF THE CONTRACTOR. EMOVE ALL TREES AS NECESSARY FOR PROPOSED STRUCTION. TREES TO BE REMOVED P .S O __ __ !OP_IIi_P_4._ ________ _____ ��elZ�.��e� v�e1Z1����v I ►v � v. � v al. 'ter. � v � v �i� =���_�I�������►� r�������■�` ' •�■ ����` �■� ���������■■ �������i�i■i■ i��������6 ►�i�i��■��t I, REMOVE EXTG ASPHALT AS REQUIRED POR INSTALLATION OF NEW WATER LINE IS 5.05 REMOVE EXISTING SLABS AND BUILDING AS SHOWN REMOVE EXISTING SLABS AND BUILDING AS SHOWN OWNER / CONTRACTOR INFORMATION: OWNER/ARCHITECT , Mr. Wows Wanton ADDRESS : 22 ['oat Llbh*rly Snwf Savan,OtH, Georgic 51401 PHONE : 912 -541 -0905 EXISTING SITE AND DEMOLITION PLAN P - 10, GENERAL SRE NOTES: 1. PIN = 4- 0009- 05 -002A I. TOTAL ACREAGE = 0.15 ACRES 2. TOTAL DISTURBED ACREAGE = 0.12 ACRES 3. ZONING: C -1 4. SETBACKS: FRONT = 12.5 FT (as per valiance) REAR = 10 FT SIDE = 10 FT CONDO MDC TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO DE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST SE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. LOT A OM 7 -P 187 1 111. ASPHALT GONG wee 6-0,000 PAt. C 00.9.6 SAO MIX THE STRAND DI SAS IS SA7 CUT TO O100100T epee T. ASP WILT PAVEMENT P MI BENCH `` LL COMPACTION OP SACKPI POO AS.TAL 0406 NEW PIPE NUIE I. NL LIME $11 0 CMS Mel LE COWED MN Mtn NAB OF SAMOA DIOM_B 10 MN DE OA USER 1O4OSE 0516101 RIB D SEMI II RSE MI. COOLIE ME WS MED WA 109. 08E W * 1 11 o69YO IMIS SEC 2 ImrSzMwL MIS DIME 150 IL M 15➢AO NE COMMIE M ITEM AL I MOWS 0191 MIA ECM PNOER. DE EMT PPM NI DE SM 50104 SEWN” 1M05QWAM 1111 ERME 01RI O TWE F re111 1 U WOG COME. BITUMINOUS PAVEMENT REPLACEMENT SPECIAL CONSTRUCTION NOTE, IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY SE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED DT HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OP SAID ERROR, DISCREPANCY OR CONFLICT. TOP MEV 0.18 COW � 11 (qIS mums BOSWELL DESIGN SERVICES, INC. d EXISTING SITE AND DEMOLITION PLAN BENCHMARK NAIL IN P/P EIEV 10.29 (MSL) -Noun 19291 —_____ 0 EXPG 8" SS r 3 -R DB CORDOWIRIVIL lARDINO PORCH JG V GIV I GI,1V 1 Il/ II 6/B" EOLT IND. r AREA ALONG PROPERTY LINE TO HAVE RAISED BERM OR PLANTING BED TO PREVENT RUN -OPP PROM OFF SITE SOURCES AND TO PREVENT RUN -OPP FROM LEAVING SITE ASPHALT ROADWAY -„ EXTG SS MH I TOP 7.8 "I- \ ��._ IE 5.8 .1- I MATCH EXPO I cTP•��` \ \\ PAVING ELENB r \ S 70'6 "34"2 ro.J3 EXPO 2" W 5 x +oo +e4 / Ds2 Ds3 V I1r 1 Sdl —A Ds2 Ds3 PAVING, GRADING AND DRAINAGE PLAN I "- 10' NOTES: 7. SEE SHEET C2 FOR LEGEND. 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION ". 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL 5E AS SPECIFIED IN "EROSION CONTROL GRASSING ". 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL GE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED SY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. GENERAL DRAINAGE NOTES: 1. THE LOT WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. THE PROPOSED BUILDING SHALL HAVE GUTTERS AND DOWNSPOUTS TO DIRECT RUN -OFF TO THE NEW SWALES. GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OP TYBEE ISLAND, GEORGIA ORDINANCES, 9 COnoncPn nrin neu. - nom rn am ciroonio'r.n nu OIPR_S nip FnInunATnu EASEMENT NOTES: I. 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. CONDO BLDG LOT • 559 7-P 137 FEMA MAP NOTES 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "V8" ACCORDING TO FLRM. COMMUNITY PANEL NUMBER 135164 0002 C, MAP REVISED JUNE 17, 1886. 2 THIS SITE IS IN ZONE W8" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION SET AT 16.0. 5 CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER CONSTRUCTION DDT DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING CHECK DAM STORM DRAINAGE OWLET PROTECTION INLET SEDIMENT TRAP GEOTEXIILE E>OSRW GRADE Ds2 Ds3 CD SWALE DETAIL not to Iml9 SPECIAL CONSTRUCTION NOTE: IP ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT 8E ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. BOSWELL DESIGN SERVICES, INC. RI S 13 2 N 2 2 0 0 w 0 Ug DUIS ¢ U :WI izc � d1 j W m � U) • uj In DRAWING NUMI NOTES: BENCHMARK NAB. IN P/P EMIT 10.28 (MSL} ---------------- r LOT 6-8 rtes 811108 cO8DO UK M PORI2i 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2, CONTRACTOR IS 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 OP THE CONTRACTOR. S. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. X TREES TO BE REMOVED 45 SEVENTEENTH PLACE 10' R/W REMOVE GXT'G� 2" WATER t Ap A A.A. / A VA d���d ��` r� �4WPA, ���,�� ii .�` � ► �� ■:iii io o �i�% �-� r�i �: ice% •i� OVA. A %MA AJ����.► A A� ■��.d� 1 ►ii bi i 1. i4 i i ii i i-iii ii ii' i ii i EXPO Sr SE TOP 7.9 -I- IALTI 18JR TOP ZIT 7.67 e�i�i.�i�wi►��Z� �AMVAILVAN�Va4ALi..x∎Mah. �� ��A�e�A. " I�A� ��r�7t� ���A.��w���I►��j�� ���� %V, °S A RBtla ROADWAY 6/9' BOOS 4ND. REMOVE EXISTING SLABS AND BUILDING AS SHOWN REMOVE EXPG ASPHALT AS REQUIRED FOR INSTALLATION OP NEW WATER LINE • Si. v REMOVE EXISTING SLABS AND BUILDING AS SHOWN 4' . NAIIAAINO N 20.60'P7IP' OWNER / CONTRACTOR INFORMATION: OWNER /ARCHITECT , Mr. Sows, Watson ADDRESS : 22 East Ubh.rty Srro.r Savannah, Georgia 31401 PHONE : 912-5141 -0905 EXISTING SITE AND DEMOLITION PLAN P a 10, GENERAL SITE NOTES: 1. PIN = 4- 0009- 05 -002A L TOTAL ACREAGE = 0.15 ACRES 2. TOTAL DISTURBED ACREAGE = 0.12 ACRES 3. ZONING: C -1 4. SLIKACKS: FRONT = 12.5 FT (as par variance) REAR = 10 FT SIDE = 10 FT CO1®O BLDG TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST Be OBTAINED FROM THE. CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. LOT A MB 7 -P 137 THE STRAN 33 6.09 33 6.96 18 e.07 4 I. Al. MAL SOLO OAS IMA tE COKED UM 51W 1590 a SUOMOE WOOS A SON AE OR WNW IGW8E WILCOX MB 10 OW Si PUCE OM AE MAMIE EME NNI G® MOM .012.1 TO MGM mac Nast (24 NNM NIOIY} 2 tS0llLN14. OAS 124H70 159 ft M WOK K SI EIS N 115101 ILL PE MUM RIM 104 If OENNC MEM AE WM AWL NIIW 9Y MI 10A pSIFINK0 eCE 5 1E AIAIE AOM aF SIZIARCUI WI N" 714E F 11PEIAG ¢I• OUSE BITUMINOUS PAVEMENT REPLACEMENT SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. TOP PUY 918 BENCB.NABS NAB. IN P/P ELEV 10.29 (NEL) a________ PORCH 1CONNECT NEW 6" TO EXTG 2" WITH 2" VALVE AND BOX B /8' BOLT RID. (6) 1" WATER METERS AND BACKFLOW PREVENTERS IN VAULTS (typj AS PER THE CITY OF TYBEE ISLAND WITH 2" MAIN SUPPLY AND MANIFOLD WITH 2" VALVE AND BOX STAKING GENERAL NOTES_ EXTG 8" 55 SEVENTEENTH PLACE 10' R/W 6" x 6" TEE WITH 6 "I VALVE AND BOX _-_ EXTG 2" W ,/EXTG 55 MH TOP 7.8 •/- TOP MEV 7.87 I- U W Y 6" W 6" W S 70.5534 E ID OCIL 11171 /MEVp1FD N T 2./ 27 1. DIMENSIONS ARE IN FEET AND DECIMAL OF PEET UNLESS NOTED OTHERWISE. 2. LIMITS OF CLEARING AND GRUBBING SHALL MATCH 717E PROPERTY LINE BOUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER/OWNER. D. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM. CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION. 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION. 5. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER 7. THE CONTRACTOR SHALL BE RESPONSIBLE POR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR. B. CONTRACTOR I5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONE /C.T_WITH SAME ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. 10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 11 ALL ROAD AND LANE WIDTHS ARE TO BE 18' UNLESS OTHERWISE NOTED. +°y 0 +°o +°7 +° 6/8' 6" W 16" VALVE AND BOX STAKING AND UTILITY PLAN F • 10' UTILITY GENERAL NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAB, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE POR 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 OP THE CONTRACTOR. 3. WATER USAGE FOR THE PROJECT (not Including Irrigation) WILL BE APPROXIMATELY 400 gpd PER UNIT. FOR CALCULATIONS, 4 gam IS ASSUMED PER UNIT (inefareaneoue peak demand as per the Georgia Minimum Standards for Public Drinking Water Systeme), THIS PROJECT WILL HAVE 6 UNITS. 4. WATER LINE TO HAVE THRUST BLOCKING OR RESTRAINED JOINT AS REQUIRED. 6. ALL WATER LINES ARE TO BE C -BOO PVC. 6. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER GASKETED JOINTS AND CONFORM TO ASTM 9094 FOR PIPE 15' AND SMALLER. 7. SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB OUT IF PROVIDED. B. A MINIMUM OP 10' SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS. 8. 912 GA. WIRE SHALL BE INSTALLED WITH ALL WATER /SEWER LINES. 10, WARNING TAPE SHALL BE INSTALLED WITH ALL WATER /SEWER LINES AT 1 TO 2 FEET DIRECTLY ABOVE LINE. CONDO BLDG LOT • PIM 7 -P 187 GAST RON LOVER WAKED WATER F1N GRADE THE STRAND CONCRETE COLLAR THREE PIECE SCREW OR SLIP TYPE WISE BOX - CASE RON VALVE 5-1/4' DIA STANDARD VALVE BOX NOT TO SCALE NOTE: 1. IF UNPAVED AREA. SET 10P OF CONCRETE COLLAR 1' ABOVE F4769103 GRADE 2. 54 PAVED AREA. SET TOP OF BOX FLUSH um RODENT. NO CONCRETE COLLAR REWIRED. PARKING NOTE 1. Parking for this project is to be beneath the building. 2. For parking requirements and layouts - see architectural plans. CONNECT NEW 6" WATER TO EXTG 6" WATER IS LOB t3 I6 5.98 GENERAL INFORMATION NOTES, I. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES AS PER THE OWNER AND SURVEYOR EASEMENT NOTES, I. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO SE PRIVATELY MAINTAINED. TRAFFIC AND RIGHT -OF -WAY NOTES, 1. ALL. ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE 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. IB 5.07 TOP SIZE 918 SPECIAL CONSTRUCTION NOTE, IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 1" MTH TYPE 304 TO BE STEEL FORGED GwaE STRAPS, STAINI SS STEEL BOLTS, MRS, AND WASHERS. FINISH B FUSION BONDED NYLON TO AVERAGE THICKNESS OF 121111.5. 2. CORPORAJSN STOP MUST BE PLACED AT 4.7 WITH RESPECT TO WATER MAIN (AS sHowti ABOVE). WATER TAPPING SADDLE NOT TO SCALE FDFe L AL WAN. SIRE OAS 9bT E BEEFED TIN OM RA S OF SUMO( 1COESS W SEMI THE m1 IU01PA MIWEIE 101031) PW610 R11Vi x M E BR Of CIOEIE 501 IES aem BE 51IR SWIM 15116 L UR000M CBS =EBB MB x 15501 TIE WIEAEI1 8 BM 1 RL 11 SWOT FLOM lel 110 noes MOVIE DIE ONE PAf1B ILL IE SR M WA MOW ROF C 1 F78RE 538 W SO TTIR 'F RPINT M16 OR �tOE MEE BITUMINOUS PAVEMENT REPLACEMENT MUMS_PROTECTSR BOSWELL DESIGN SERVICES, INC. B B B A 0 -3 DRAWING NUMB LOT A PRB 7 —P 137 12 PLASTIC PIPE GNAT INLET TOP ELEV 7.87 IE 12" PLASTIC PIPE N 7058'07 -W 79.27' o P TACK FND TIVM A307H S Q 19•02.531! 0 NAIL FND. 9 --- 171,01,5 a^ rAFKL: 47 PROPOSED NEW CONDOS. 88 6 -0 9/16' &WORT OVIRIMNG F/011.G a7 FA KIM.'..:+ FAFKIAU IV-0 9/16' BMW SEIBACi ELEVATOR SHAFT SECOND FIAOR ti PN60NG LEVEL 56C. 5C-110N AREA Arco... ow AREA if SETBAG5 AREA OF MEDI SPACE: GREEN SPACE 5 CF: RESUMED SMACK: 2.721 .4 It 2,326 e4 tt ES 3,377 •4 IL NEA 99T56M110N AREA OF WT: MID ABIE AREA: LOT COITRAGE 5/ DAMEN( : LOT COW:RAGE %MOUT DRIVEWAY: 6,310 Al R 3.619 e4 fL 665 575 6 MS TOT& 2 PARKING SPACES PER UNIT 12 PARKING SPACES TOTAL 0' 8' ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS LOT IS WITHIN FLOOD ZONE V9, BEE 16. SURVEY OF A PORTION OF PARCEL 4 OF A SUBDIVISION OF A PORTION OF BEACH LOT 107, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA LOT 3 —B TYBEE SANDS CONDOMINIUM PORCH 5 /B" BOLT END. S 70•55'84'E 79.33. ASPHALT ROADWAY 5/8" BOLT FND. SEVENTEENTH PLACE 10' R/W LANDING BENCHMARK NAIL IN P/P ELEV 10.29 (MSL) NGVD 1929 plan 5111 PLAN 0' 8' 16' 16' LANDING JOB: 0518 CAD FILE: civil-arch-site-2 DRAWN BY: JML CHECKED BY: GCSIJML Thle drawing & d written materiel herein, as ere instrument of entice Is oed del roman tin property of RMoWctti pprobltod "Mod prior ComPelY mitten cogent © Copyright 2003 C.O.C. 9 planners It, Savannah, Georgia 31401 i8 FAX 912-233-9543 z o N �' K 2 � c = tGGGjjjj ' o� ■ 9FO SEAL NOT VAUD UNLESS scrim 17th PLACE for 17th PLACE TYBEE ISLAND, GEORGIA SITE PLAN & SECTION Al •0 NOT RFI FASFO FOR CONSTRUCTION CF NOW n 153M II m \ -1 r 71-7 llllwLlr� l II I I III CI NAICR OVF AVN (A) O 17TH PLACE for 17th PLACE TYBEE ISLAND, GEORGIA DRAWING REVISIONS DATE DESCRIPTION CIPHRSDE"" architects and planners 22 East Liberty Street, Savannah, Georgia 31401 PH. 912 - 233 -9968 FAX 912- 233 -9543 NOT RFI FASFO FOR PFRMIT