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Home My Public Portal About10-0451 NavonDATE ISSUED: 09 -9 -2010 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT INFRASTRUCTURE 502 FIRST ST RONNY NAVON P O BOX 2812 TYBEE ISLAND GA 31328 786 -0321 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 P $ 866.00 $78,000.00 PERMIT #: 100451 TOTAL BALANCE DUE: $ 866.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: ,C.tacyvv,v) P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org City of Tybee Island BUILDING AND ZONING P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 0 .- 4S ( (912) 786 -4573 — FAX (912) 786 -9539 APPLICATION FOR INFRASTRUCTURE ALTERATION PERMIT Name Rockby, Inc. Address 2700 Gregory Street, Suite 130 Savannah, GA 31404 Home Telephone 912-443-3001 Other Phone 912-414-5552 NOTE: Any alteration to City -owned streets, curbs, sidewalks, water lines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: 1 ' a. The City's infrastructure will not be degraded in any way. a l i� &Y rd b. All necessary safety precautions will be undertaken. i LI - S3-,C2 c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damage of any variety. f. The individual has read applicable portions of the City's Code of Ordinances dealing with the alteration, and agrees to fully comply with such provisions. Location of work: HWY 80 in front of "The Village" 5b2 Description of alteration: Civil and site work, please see attached plans per Mark Boswell r -7 p Estimated cost of construction: $ ( O' 000 m A sketch or drawing must be attached illustrating the planned alteration. Attached? Ye s City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. w a.er /s'e es Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described altera pn in accordance wits 1- se provisions. Signature Date 09/03/2010 Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage City Manager Date 3 U g Fees Permit Inspection Engineering Review TOTAL AR U Yo (61 MAYOR Jason Buelterman CITY COUNCIL Shirley Sessions, Mayor Pro Tem Wanda D. Doyle Bill Garbett Frank Schuman, Sr. Kathryn Williams Paul Wolff CITY IF TYBEE ISLAND Petitioner: Mark Boswell Description: 5,000 square foot commercial building Property Address: 502, 504 and 506 First St. Zoning Action Requested: Site Plan CITY MANAGER Diane Schleicher CLERK OF COUNCIL Vivian Woods CITY ATTORNEY Edward M. Hughes Following any required Public Hearing, the Mayor and Council of the City decided on the 10th day of June, 2010, that the request for Site Plan approval was GRANTED. P ; titi • ner 1 _� yor Cler of Council and Zoning nager LODceio a -v Date Ceti 11(0 Date Date Date P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org SITE WORK PLANS FOR THE New Commercial Project Highway 80 East Tybee Island , Georgia FOR Paul Theron 43 Angel Oaks Drive Savannah, Georgia 31410 August, 2010 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 -6932 LAHBOS 18 BELLSOUTH. NET DWG. NO. DESCRIPTION 01 COVERSHEET C2 EXISTING SITE AND DEMOLITION PLAN C3 STAKING PLAN C4 PAVING. GRADING AND DRAINAGE PLAN 05 UTILITY PLAN C6 SOIL EROSION AND SEDIMENT CONTROL PLAN -PHASE I C7 SOIL EROSION AND SEDIMENT CONTROL PLAN PHA5E II 08 SOIL EROSION AND SEDIMENT CONTROL PLAN- PHASE IN C9 NOTES AND DETAILS C1 O NOTES AND DETAILS C11 LANDSCAPE PLAN C12 DOT. PLAN 8 ET a44 •z •I I I HUH 11 f NEW HIGF /AY 804E EJECT TYBEE ISLAND. GEORGIA PAUL THERON SAVANNAH. GEORGIA --- II ING SITE AND DEMOLITION PLAN BOSWELL DESIGN SERVICES, INC 1O3 NA' DRIVE SAVANNAF 30.31410 912 232 m z 0 fi C W NEW COMMERCIAL PROJECT HIGHWAY 80 EAST TYBEE ISLAND GEORGIA PAUL THERON SAVANNAH, GEORGIA STAKING PLAN I�m BOSWELL DESIGN SERVICES, INC 103H II DRIVE SAVANN, 30W31410 91, 6932 4 q NEW VILLAGE COMMERCIAL PROJECT HIGHWAY 80 EAST TYBEE ISLAND. GEORGIA FOR PAUL THERON SAVANNAH, GEORGIA MG. IL min JG GRADING AND DRAINAGE PLAN BOSWELL DESIGN SERVICES, INC 103 'DRIVE SAVANNA1 11A 31410 912 32 I c5 NEW COMMERCIAL PROJECT HIGHWAY 0 0300 108EE ISLAND. GEORGIA PAUL THERON SAVANNAH. GEORGIA 'o go °k 14 .c F °i v n 7 • - ° 0o °' _. .�- Sri a' n oaav `cig aPa; � -eai °° S ;-- a °a P. o4. I ' v 0 N o .SIGN AN05E01.E/. CONTROL PLAN PHA5E1 IC BOSWELL DESIGN SERVICES, INC 103 SAVANNA 9IL I DRIVE GIA 31410 5932 - ' Mow!? Q,:� r t„m;K��,;mIca. H NEW IGHIS MMAEYCIAL PROJECT BO EAST TYBEE ISLAND. GEORGIA PAUL THERON SAVANNAH. GEORGIA °°I -� I BOSWELL DESIGN SERVICES, INC W •... G N�. �+a - -- 103 �■p SAVANNA] 9121 DRNE GIA31410 3932 5 N AND SEDIMENT CONTROL PLAN. PHASE UI ...w.n SOIL EROSION & SEDIMENTATION CONTROL NOTES NARRANVE: THE SLOPES BETWEEN AND TWO PERCSENT VTHE PROPOSED DEVEaOPMENT�WILLR AVE ONE NEW C044_"RCIAL BUILDING. PAVI210. UTILITIES GRADING. AND DRAINAGE. 2 DEVELOPER / OWNER: PAUL THERON 43 ANGEL OAKS DRIVE SAVANNAH. GEORGIA 31410 3. 24 HOUR CONTACT: PAUL 1HERON 912 - 660 -7532 4 ALL ER05021 AND 5004ENT CONTROL MEASURES SHALL BE N CONFORMANCE 5115 THE EROSION T EOIC SQLL 0440 WATER CONSERVATOR COMMITTEE OF GEORGIA 'MANUA1 FOR S .PRIOR TO ANY 016E1 CONSTRUCTION. 5TABILI2E0 CONSTRUCTION EXITS SHALL BE ENTRANCES TO 1151 EACH BTE INI100 ARE (11 PROTECTED SHALL BE BARRICADED. 6 IMMEDIATELY AFTER THE ESTABLISHMENT O CONSTRUCTION E915. ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS THE LOCATION O SOME O THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN 014 THE PLANS IF DRAINAGE PATTERNS WRING CONSTRUCTOR ARE DIFFERENT FRDLI THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPES&L157 50 ACCOMPL150 EROSION AE OOA GAMNEOTIryON STAGES Y PHHS F CNSTR�N.N1DRULTY N CNROG EROSION DURING PHASE O CONSTRUCTOR SHALL BE REPORTED TO THE ENGINEER 1204E1319501.11 0R0Gi65SE5 D 000ERE%LA4)45A4) 0 5UNC 1i0MING E(105IO4ACd455R(20. 5755E4s"uc" 4 THE FAILURE O ANY 0605054 0047806 06046 50 5066X14 AS INTENDED. FOR AN1 REASON. SHALL BE REPE5(0 10 THE EN0NEER 144E0A1ELY 1 4) (60640)40404501 0(45005 50011 E 015PE05540 AFTER EACH RAINFALL EVEN5 NO AT 1(4S5 DAILT 00RNG 60010)40(0 PE &ES O C04154NUW5 RAINFALLS f1050) C0445101 DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED W10 SEDIMENT CON NNC005044 ER01 0 CONTROL 0011 60 REPAIRED AS 14E0E55011 TO MAINTAIN 13. ER05ON CONTROL DENCE5 SHALL BE MANTANED UNTIL PERMANENT COVER 5 ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE 5TE 1 1405 IMPAIRED PERMANENT 4. STORM *05TERRND GOVERNS BEEN WALL BE CLEANED AS SPECIFIED ABOVE AND AFTER 15. 441 05TUR600 0000 LEFT 0X00500 FOR A PERIOD GREATER 50AN 14 DAYS SHALL BE 5106111200 (4150 5(0PORARY 5EE04NG. 15 ANY DISTURBED AREAS YAM SLOES 2.1 OR FLATTER WHICH ARE NOT 5TA &UZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED 114 • PER4ANE145 SEEDING' 17 VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AN MAINTAINED OVER ALL FINAL GRADING AND 000010 FOR AN OUTLINE OF THE ESTABLISHMENT IOF VEGETATIVE COVERS VEGETATIVE AREAS REOURINGG 0(- STABLISHM0445 COVER 4 WALL . BE PERFORMED i0 IDENTIFY 1440 RAZE: 1 50 2 50555 0(1 ACRD (605ILIZER: 1600 PENS O 6 -12 -12 PER ACRE 18, MULCH: MULCH STALL Bf S 06)1 0 ED. 05.5100 O, SMALL GUN DRT SHAW APPLIED Al A RAZE 0 2 SSNS DES ALL MUNCH MALE &AL SHALL BE 0SLATVEST FREE ARE 011 FINDS OF WEEDS 0I SHALL BE FREE R 5S ,1110 ED 000 95 NEEDS WHICH ARE AS FOLLOWS • CANADA 0054..10RNSEORA55 NO OUAC444 50 SPREAD MULCH M0*COPLCAIIIATE OR UNRORLILT B9 HAND. MULCH ANCHORING SI0A1L BE ACCOMPLISHED THIS V141 BE 0040 BY PEG IAN MTW0NE METHOD. 44LCHMI ANCHORING TOOL. WNNETPNNG WORIER. 110010 90100 BINDERS 19 SOIL TYPE: THE S0LS IN THIS AREA HAVE BEEN CLASSIFIED BV THE SOIL C0)45A10004O14 SERVICE AS CUC ( Gige1 -U46on LwM ). 20. THIS DEVELOPMENT 5 WTHIN MIN14AL ZORNG AREA5 'AE -It' ACCORDING TO 4,45.4 6014404170 PANEL NUM8ER 1305)002134, MAP REVI5E0 500504008 26, 20004 21 1015 SITE IS IN ZONE 'AE -11' AND ARO IS LOCATED *514N THE 100 YEAR FLOE ZONE. A 4400400 ELEVATE O 11.0 HAS BEEN 505. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT 111111 LAND DISTURBING ACTIVITIES 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT 14106 LAND DISTURBING ACTIVITIES 3. EROSION CONTROL MEASURES WILL BE MAINTAIN AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEOI ENT SOURCE. 4. CITY OF TYBEE ISLAND'S PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES AT ALL TIMES 5. NO STATE WATERS EXIST ON THIS PROPERTY NOR *THIN 200 FEET OF THE PROPERTY. 6. FRESH WATER SET.ANDS 00 NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PUNS. 8. 715E REPAVING WATERS 000 11110 PROJECT IS THE ADJACENT CITY OF TYBEE ISLAND'S STORM DRAINAGE SYSTEM. 9. ANY DISTURBANCE AREA LIFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABAUZED 411TH TEMPORARY SEEDING. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED dl MEAN SEA LEVEL DATUM, 2, CONTRACTOR SHALL BE RESPONSIBLE FOR 1020400 ALL (0STING UNDERGROUND CONFLICTS 4OUTH SABEGINNING 240 DAMAGE i TOE STING ACTIVITIES UTILITIES 5HALLLL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 3, ALL WORN SHALL BE IN 00400,441E WITH THE STATE 5011 AN WATER CONSERVATION COMMITTEE'S VANDAL FOR EROSION AND SEDIMENTATION CONTR. IN GEORGIA. ALL SEDIMENT WALL AND SHALL BE CONTRCA 00 AE LANCE 0FD THE 51E BY THE 011NER, SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS NO PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES WALL BE GRASSED AS DESCRIBED E THE LAND 04510660,0 AC5IVI11 PLAN 5. EGRESS FROM TIRE SITE 5W111 00 SUCH THAT ALL VEHICLES 4055 TRAVERSE CONSTRUCTION EXITS TO REMOVE 400 FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 5. 0 BALES REVENT 5E044ENT FROM ENTERING 6NE* PIPE 01 PLACED RRANA WAYS DURING STORM INLETS CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS. EASEMENTS AND LOTS THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING 0 MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE O ANY AREAS WHICH ARE CHANGED AS A RESULT O FIELD ADA4514EN15 TO THE CG4SIRUCT1ON PLANS. B. THE CONTRACTOR INLL 710T BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY uN6L THE APPROPRIATE PERMITS HAVE BEEN ISSUED. G AN INSTALLED PRIOR CLEARING ACTIVITY ANO MAINTAINED 014111 INSTRUCTED BY NERRE 04R 0 REMOVE THEM. ID THE CONTRACTOR SHALL TAKE SPECIAL CARE i0 AVOID DAMAGE TO TREES AND R001 SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL 4405 WORN WITHIN TREE PR05EC60N BARRICADES WITHOUT A REPRESENTATIVE 004 THE OWNER OR ENGINEER PRESENT. 1. PRUNING O TREE LIMBS. BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE 0041E N CONFORMANCE 4150 SPECIFICATIONS AND RECO4MENA60145 OF THE 'ATONAL ARBGIIS5 ASSOCIATION' (NA A) IN 'PRUNING STANDARDS FOR SHADE TREES-. ANY VARIATION FROM THE RECONENATION OF THE N AA SHALL BE APPROVED BY THE OWNER N WRITING PRIOR TO ANY PRUNING. 12, LIMITS O GRADING AND GRASSING ARE INDICATED ON PLANS AS - LIMITS OF CONSTRUCTION'. 13 ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACT111600 *11 BE SEEDED. MULCHED, FERTILIZED AN WATERED TO PROMOTE A 50(5646445 GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFF4CRNT COVERAGE SHALL BE AS 5 6046)80 IN 'EROSION CONTROL GRASSING', 1• DRAINAGE: ALL EXCAVA0UN SHALL BE PERFOR6E0 SO THAT ME SITE AND NE AREA IMMEDIATELY SURROUNDING THE 510 WHICH EFFECTS THE 0ERA5ONS MILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER ACCEPTAIBLE 9044,0 APPROVED BYRTN C ENGINEER, S WALL BE REMOVED BY NY TENTATIVE ACTIVITY SCHEDULE Nun M1ALU oN 829810 09565840506 npryuHEp 06045811 SITE DATA scs sIX1.EY saA TR'� NiB sai6w�'DawYS COASTAL PLAIN VEGETATIVE COVERS PLANTING TEMPORARY GRASS RATE MIS' PERMANENT GRASS RAZE MARCH- ALN4E COMMON B[RMDW (HULLED) tea /AC MARCH_ UN coMMaN BER4000 0044/05) BERMIUDA (HULLED) 10 Le0.,A0 AUGUST GOWN TOP MALE 0 L65 /A5 JULY- uGL/ST 0014044 BERMUDA (HOLE) BROWN TO • MILLET T.0 Lev /k 10 Lev /Ae f[P18R 4YR ;MORASS 40 Les. /4 rt010M006- BRAY COMMON BER4GAl (LWHULLE0) t RYE I0 161./00 1/2 Bu./Ac TEMPORARY CONSTRUCTION EXIT N T CC NOM 8111.6 18' Ar TONIC A1115 FRONT VIEW aNNLN POST SIM IwE Or POST Stccl 901.40 -1500 0.1110 2-4L01 0 II 0444* f U. WOOD OR STEM POSTS 1510/41 mil 7510 /I1 min 1111/11 min USE 221 ol APPROVED Nwp USE OR Po 50. 640.2 PO OE CROWN CAU srs LEGS 5107LS /605)* 3/41 was I/2' Long 5 en, WUGF LENGTH 14 RIM. MODS 0/41 400//055 mIR TEMPORARY SILT FENCE DETAIL /di_' LEVEL 11 CERTIFICATION N0. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -11 Shc -C) BOSWELL DESIGN SERVICES, INC. Ili HER 15 Nuw C -9 9 OF 12 3XECTS TREE PLANTING TI maY VS 11AYANNAY STANDARD CONSTRUCTION DETAILS .6I1• I Et g e r Is 44 i. A y 1 F m 11 til i c-.1f .104 STANDARD CONSTRUCTION ON N DETAILS la t t. 3 R e d4 I if! i Ff g9 .. l y .... '. v` +ice Ff IT ALTERNATIVE TREE STAKING �•.,..,.. T4 Y3Y1 YJ YMAMNAY 1111•I STANDARD CONSTRUCTION DETAILS • or 1. v ;a„../ Cd3 NEW COMMERCIAL PROJECT HIGHWAY 80 EAST TYREE Is 88. GEORG. PAUL THERON SAVANNAH. GEORGIA LANDSCAPE PLAN BOSWELL DESIGN SERVICES, INC 103' 1ORIVE SAVANT!, 7GIA31410 91_ 6932 i DT brtNC / a MN! - r g r R1 4 1 116, I/ � ! jr ! ort a. w , 99 _ }gg2 �. � a . � S;Ft { $3gFa l .$ I( -- SPECIAL DETAIL CONCRETE SIDEWALK DETAILS . CURB CUT (WHEELCHAIR) RAMPS DEPARTMENT OF TRANSPORTATION - i s i O // / 1 In II st mom 1!i e s E; _ E 13 I, Cl 1 �'�I, a yiF o noye z li jar Z �� CI one. Aix YooQy z oy ipi f < v uyi n A sr m ;a o� 1 _'.' _ D D a s a I z 3 oaK S \ ' 1 N H� N a .." JA� � _ �_ - a NEW COMMERCIAL PROJECT TYBEE HIGHWAY D GOE0901A PAUL THERON -� SAVANNAH. GEORGIA °'°I I "' BOSWELL DESIGN SERVICES, INC wm xy.r rr Cora 103 N -U DRIVE SAVANNI iGIA 31410 91. 3932 LAHBOS, _1_50,H.NET xe xo D.O.T. SAFTEY PLAN _ w .. srwe .* tac.§.VC 4,.)IL ,AO i+b,Uf C.tiLI RYA 71�'. �. t�MMlll•a •�. Greg A Half Level [A Certified Personnel CERTIFICATION NUMBER vv�iii�' 3 �� ISSUED 12/13/2009 EXPIRES 12/13/2012