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06-0299 SILVER SHORES LLC
9 18 Silver 18 Silver Ave. 1 building / 12 units O I L -[-)-I ( L-j cl- ��- � y 9 18 Silver 18 Silver Ave. 1 building / 12 units O I L -[-)-I ( L-j cl- i CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE CONTACT NAME 060299 NEW RESDNTL - 1 BLDG /12 UNITS G SILVER SHORES LLC CONTACT STREET ADDRESS 3921 CLEMSON BLVD CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: ANDERSON SC 29621 18 SILVER AVE UNIT lA P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT STREET ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 060299 NEW RESDNTL - 1 BLDG /12 UNITS 0 SILVER SHORES LLC 3921 CLEMSON BLVD ANDERSON SC 29621 18 SILVER AVE UNIT 1 B l P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME 141 NEW RESDNTL - 1 BLDG /12 UNITS 6 SILVER SHORES LLC CONTACT STREET ADDRESS 3921 CLEMSON BLVD CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: ANDERSON SC 29621 18 SILVER AVE UNIT 1C P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME 060299 NEW RESDNTL - 1 BLDG /12 UNITS SILVER SHORES LLC CONTACT STREET ADDRESS 3921 CLEMSON BLVD CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: ANDERSON SC 29621 18 SILVER AVE UNIT 1D P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYREE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT STREET ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 060299 NEW RESDNTL - I BLDG /I2 UNITS rk SILVER SHORES LLC 3921 CLEMSON BLVD ANDERSON SC 29621 18 SILVER AVE UNIT 2A P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21107 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME 060299 NEW RESDNTL - 1 BLDG /12 UNITS 0 SILVER SHORES LLC CONTACT STREET ADDRESS 3921 CLEMSON BLVD CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: ANDERSON SC 29621 18 SILVER AVE UNIT 2B P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME 060299 NEW RESDNTL - 1 BLDG /12 UNITS I SILVER SHORES LLC CONTACT STREET ADDRESS 3921 CLEMSON BLVD CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: ANDERSON SC 29621 18 SILVER AVE UNIT 2C FA P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org I CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05121/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT STREET ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 060299 NEW RESDNTL - 1 BLDG /12 UNITS Q SILVER SHORES LLC 3921 CLEMSON BLVD ANDERSON SC 29621 18 SILVER AVE UNIT 2D P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME 060299 NEW RESDNTL - 1 BLDG /12 UNITS 1 SILVER SHORES LLC CONTACT STREET ADDRESS 3921 CLEMSON BLVD CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: ANDERSON SC 29621 18 SILVER AVE UNIT 3A P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org I q"�me...eP�• CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT STREET ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 060299 NEW RESDNTL - I BLDG /12 UNITS Q SILVER SHORES LLC 3921 CLEMSON BLVD ANDERSON SC 29621 18 SILVER AVE UNIT 313 P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME 060299 NEW RESDNTL - 1 BLDG /12 UNITS 0 SILVER SHORES LLC CONTACT STREET ADDRESS 3921 CLEMSON BLVD CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: ANDERSON SC 29621 18 SILVER AVE UNIT 3C P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 05/21/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT STREET ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 1I1 '! NEW RESDNTL - 1 BLDG /12 UNITS 0 SILVER SHORES LLC 3921 CLEMSON BLVD ANDERSON SC 29621 18 SILVER AVE UNIT 3D P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328 -2749 PHONE (912) 786 -4573 ROCKER DEVELOPMENTS LLC PO BOX 2962 TYBEE ISLAND GA 31328 CUSTOMER #: 02 -2022 INVOICE #: 200708030558 INVOICE DATE: 8/03/2007 DUE DATE 8/20/2007 P.O. # -----==== = = = = =- --- - == =-� == CHARGE DETAIL = - DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisengi ncpbel Isouth. net INVOICE July 27, 2007 Invoice # 20510002 W Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Silver St. Condominiums for The Carson Company Tybee Island, GA 09 -20 -05 1.5 hours Reviewed plans 10 -26 -05 0.5 hours Reviewed revised plans & concurrence letter 06 -01 -06 0.5 hours Reviewed revised plans (mid construction) & concurrence letter 04 -22 -07 1.5 hours Final Inspection and punch list 1.5 hours Reinspections, asbuilt review and sign off on completed projects 5.5 hours @ $1501hour = $825 Total Due This Invoice `7220 -52 -1202 OS -03 -01 A%:R 'I AV. Ilk: Zpn-7 CIS 0305SS -i-o -D cLrw. 5. -�o Pte. .+. ,x L a� DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisenginc@a bellsouth.net September 20, 2005 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Silver Avenue Condominiums for The Carson Company Dear Mr. Anderson: I offer the following comments from my review of the plans and exhibits submitted. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. 1) The only water and sewer concern is the fire flow calculations. The fire flow reports provided from Tybee are around a year and a half old. With the low residual pressures shown and the recent development approved, it is my recommendation that a larger main replace the 2" portion of the water loop out to Butler Avenue. This will require plan revision and additional calculations. 2) Replace the amount of retention in the depressed area in the southeast comer that is eliminated by the filling for the proposed development. Once the necessary revisions are completed and resubmitted, it is my opinion these plans will meet the conditions of the requirements of the Land Development Code of the City of Tybee Island. EPD approval may be required for any water loop. Sincerely, Downer K. Davis, Jr., P.E. President 2051000b DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 daviseneinc@bellsouth net October 26, 2005 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Silver Avenue Condominiums for The Carson Company Dear Mr. Anderson: We have reviewed the revised plans by Boswell Design Services, Inc. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. Within the scope of our design review, to the best of my knowledge and belief, these plans meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc.., by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2051000C DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 TeL (912) 355-7262 Fax (912) 352 -7787 davisenginc(n�bellsouth.net June 1, 2006 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912)786 -9539 RE: Silver Avenue Condominiums for The Carson Company Dear Mr. Anderson: We have reviewed the revised plans by Boswell Design Services, Inc. showing the lowering of the below grade parking area. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. I do not prefer this design, however, it does not appear to violate any codes, regulations, etc... outside of the building footprint. As always, my review does not encompass the building footprint. Within the scope of our design review, to the best of my knowledge and belief, these revised plans meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, Downer K_ Davis, Jr., P.E. President 2051000F DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisenginc(a).bellsouth. net April 22, 2007 Sharon Marshall Director of Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Silver Avenue Condominiums for The Carson Company Dear Ms. Marshall: I conducted a prefinal walk through of the site as you requested. Our in my previous plan review, this focused on drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. The following discrepancies were noted: 1) The sanitary sewer layout has changed. It appears a sewer main was extended from the street. To the rear between the two projects. This was not shown on the approved plans. If this is a main serving two properties it needs permitting and appropriate easement provided. If there are two services, they need to be shown. 2) No trees were relocated. Only new trees were provided. Tree and landscape compliance review will be by others. 3) There is no green space on the site. What is not paved or beneath the building has been covered In white rock. 4) Porous pavers need to be field tested for permeability due to the slope of the driveway hindering permeability. 5) The pumping of storm water from the building is causing erosion on the east side of the building. 6) Verification is needed that required storm water storage is provided. The asbuilts should address this. The west side needs a swale as shown on the plans. 7) The water meter locations have changed. The above comments are preliminary. The final inspection with the City departments using the asbuilts provided by the Owner's Engineer may identify other concerns. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President cc: 2051000E 8/03 /2007 1:45 PM PACKET: 00387 CUSTOMER SET: 02 ENGINEERING SEQUENCE : ALPHABETIC DUE TO /FROM ACCOUNTS SUPPRESSED A/R Open Item Register PAGE: 1 GROSS/ DISC. DT/ ID DESCRIPTION CODE ITEM DATE DUE DATE TAX DISCOUNT GL POST DT 02 -2022 ROCKER DEVELOPMENTS LLC 0- 200708030558 ENGINEERING REVIEW DESCRIPTION ENGINEERING REVIEW CUSTOMER TOTALS = ER 8/03/2007 8/20/2007 825.00 8/03/2007 AMOUNT G/L ACCOUNT 825.00 100 00- 32.2990 825.00 PACKET TOTALS = 825.00 CITY OF TYBEE ISLAND BUILDING PERMIT - REINSPECTION FEES DATE ISSUED: 10/16/06 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUAREFOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION PERMIT #: 060299 NEW RESDNTL - 1 BLDG /12 UNITS 18 SILVER AVE 1 -12 SILVER SHORES LLC 3921 CLEMSON BLVD ANDERSON SC 29621 ROCKER DEVELOPMENT LLC PO BOX 2962 TYBEE ISLAND GA 31328 16200 P $39,135.00 01 $1,215,000.00 REINSPECTION FEE — FRAMING 8 UNITS TOTAL BALANCE DUE: $ 240.00 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 hdormed 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: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 7864573 - FAX (912) 786-5737 www.cityoftybee.org f�Q, red 08 -03 -0� Dianne Otto From: davisenginc @bellsouth.net -D o W zLaf Dav � 5 Sent: Monday, June 11, 2007 8:56 AM To: Dianne Otto; Joe Wilson Subject: Friday 6 -8 -07 Inspections The questions are for the Developers, GCs and Owners. The following is a brief summary of projects visited and /or discussed with Joe Wilson on Friday afternoon: Brass Rail 1 Punch list items need to be checked. Easements have not been recorded to match all utility installations. Soda Rock Lane Outfall past the 2nd house is holding water. Outfall between the two houses is satisfactory. Temporary filter rolls can be removed. 1st National Bank When are the drainage corrections to be made? Bobby Chu on 7th Street When are alterations to nonconforming drainage installation to be made? 18 Silver Avenue Fence is installed satisfactorily. 3 17th Place Not ready. No stabilization of ground. Inlets and pipe will be checked for sediment accumulation prior to acceptance. 3 Alley Three - Jeff Cramer Runoff is blocked from reaching street. Runoff spills onto property at the rear and flows to the neighboring property on Chatham Avenue. Increased and concentrate runoff needs correction. 209 Lovell Avenue / Randy Davis RockerD ;Iopments.com P.O. Box 2962 / Tybee Island, GA 31328 RECEIVED May 18, 2007 City of Tybee Island Attn: Joe Wilson, Dept. of Public Works VIA HAND DELIVERY Dear Joe: Please let this letter serve as my guaranty to construct a fence in the rear of Silver Shores Condominiums, on the rear property line, adjacent to the retention pond. This fence will be similar to the fence on the adjacent Silver Seas project. We really appreciate you giving us the Certificate of Occupancy today and understand it will be revoked if this fence is not constructed to your satisfaction within fourteen (14) days from today's date, May 18, 2007. Sincerely, Walter C. Rocker, III Vice President Rocker Developments, LLC rj V) W c xO 7 ail rl000 L,u > .j cl 0 V) W c xO 7 ail rl000 L,u > .j td < C! E mw aim cam V) W c xO 7 ail rl000 L,u > .j Page 1 of 1 Dianne Otto From: Jimmy C. Brown Sent: Friday, May 18, 2007 2:06 PM To: Dianne Otto Subject: 18 Silver Avenue Diane, Ashley Bragg called me in regards to the numbering of #18 Silver Avenue; they would like to number the units lA — 1D 2A -2D, 3A -3D and 4A -4 -D I told her that would be fine as long as the Street address was in a conspicuous location and each unit was clearly numbered, she is to get a detailed drawing to you, and her contact number is 786 -7885 or 224 -1680. Thanks! 05/18/2007 Lot 1 Lot 2 U.e.wMP°e II 1� I� n 1 f AI I i Su60iWSien of Beach Lot 99 i Lot 3 I 2 Slwy I— WATp I1y , 1WW 9]11400 I FOB REELOCCATEND W J IE • ' '.:: • RG MM SeroxM Dm •e ` MTiVCW'R \� t e' W/ AW CVT TO A NGT /• 9 AHD REMOVE E %TW - SLAG Aa SHOWN . / ___________ _ r __________________ _—_ ___ 4 ^ � Pow, R UNNy U— Silver Avenue RO' " N Lot 2 9 1 Slay Mmiry @•ilEing I I Remaining SI� Portion of Lot 1 I Yr Vi4 i4i l ±�1 1 EXTTG 8' S5 _ Surveyor's Notes VALVE AHD BOX Sp.c1e1 To. N.I. : 1. areal c . i. IP b. b.n k ro net Eenwe. be W... I. — I ... 1.d. 2. A I effort sh.11 b. made N roI ... 1. wry Pblms (not v1OCel.E a W1.) le onoth.r pert of Tybe. 1.1.nd al n a .xpenea Of Ih. retlp.nl. litnero1° M1° TRAFFIC AND RIGHT -OF -WAY NOTES: Pnve ^P pR8 OWNER / CONTRACTOR IfR'ORMATI.. 1. PIN = 4 -WC9- L 'le OLEYLLBPMCNT 18 WTTN(N MHIIMLL ZON1. pRG MA' ACCOROPM OS MT 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BG OOMMAVm P.wBL WWaGR U mp Ooox 4 MAP 1. R1TAL ACFE1cE - p� ALgES COORDINATED WITH THE CITY OF TYBet ISLAND, GEORGIA viee+ ARE P,, Zeta OWNEdCB.C1 RRm1 AD.vN 11 °I p. [:50N1Ti0 D6NR 0 ACRISUX a O.II ACRE PERSONNEL. 1 zONIN4: C -I 2 rxR a1Te I. IN zO 'AY .Wa la 1. O WITHIN THC aO TAn A.R..: J88hB LY-- .1. A' 'K' 2, ANY AND ALL NECESSARY PERMIT. MAST BE OBTAINED rtwr +ONE A MINIMWA CLEVa90x OF H.e HA8 SEEN sEi. Ana...w1 scum ce,vrv,o SPoa fRJNT = zO Pr IS REAR - 10 FROM THE CITY OP TYBEE ISLAND PRIOR TO COMMENCEMENT TO v RIPY PIMA ¢evwilONe PMOR To PHONE : a84- T8 -OIJO $WE - 10 OF ANY WORK. ANf '- .':BTRIW'I. pLTMnCB. BOX NOTES I CONTRACTOR I9 TO COORDINATE ALL GAS, LfGHTINq `RR PHONE CABLE AND ANY OTH9R 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 CONPLICT WITH GAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR A CONTRACTOR 19 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GWCN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR ♦. REMOVE ALL MESS AS NECESSARY FOR PROPOSED CONSTRUCTION X TREES TO BE REMOVED l8 tot r Ave, 04000#& Trey flan SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCGUHTERO DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE GNSINCEM SURVEYOR OR OWNER OR HIS REPRGSCMATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY IF THE CONTRACTOR KNOWS OR DAN RCSONABLY Be EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN MG PLANS, BPGCfFILATIONB OR LONBTFUCTION SiAKfND AND FAIL. TO REPORT TH[ PROBLEM PRIOR TO LONBMUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION MR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK RCOUIRBO TO BE RC-CONBMUCTeD BECAUSE OF "to ERROR DISCREPANCY OR CONFLICT. O IS, V O V ((n p 7 m �Qnwm z X N � ¢z J � S, F a f Z 0O 7 za z Ug' S O wp a O ZU w(7 £F p d p w¢Zga °n Z w J_m W,0 W rcNm £w i /3.5 = /3 j �ti p,e Ar 0rL� STAKING AND UTILITY PLAN Fero N F d 5 &"'A w ^' y C(Lei A Special Tr.. Ner.A . 1. Great DOre le to bR lakes ro not Eamag. E•.. To b. r.loca d.. usT MM MTm DIM'JNTE LW.w 2. All erfvrl Shall OR made N, feleeaf. any Pal, nB ft" MR 27 r(1BbRyB� —T Graf . ...E on In fO another part of Tybc. felvntl / off I .Xp.rl.A or 0a ....thL 'Ai:YJJ%' gY jY R . LE ma —I SOROS MM Oq SR THE VKW DIP -CUT SON NOIE NEW ASPHRLT- VRLVE �y�D .y�� I � km SET RS, PPNNC CMLP fY611m GRIM f'.VN� — LN.13CInprlp BOO( w5M PRYEVfMf. PO _ MIIAY OPSA E &R RI PR /TR- WT NM gala STANDARD VALVE BOX NOT TO SCALE `H 1.4 SCRlW PLUG & fix 2' -O' RA W+ Er CONCRETE PAVMG f. 1 DOW - 1/8 BEND C.r COLL' ' } l � a44 YE IC NOR PNM MN EWT: I DNR T Tnam CAWS OR R . n .M SE30 rA 1 MOS FE: DoV m PER - iOlu ORr NIM MIL1pIESS J.0 t0 59 MLS. PRME LM E FFA PNNT OR R, . IN DEANS QAOP l0 6E YELLd OR IS pRELSID X ME df EFIf. speci0l Pre- Cma..Hor Nor. Contractor M V.rVy all .X1.181,, a propo..So Attu./.. I.O.T.n. (tlralrrvgaq Banlfarye elaJl rope and depth. pivot ro rasing m Nrialel b.ginnlr,, c fraction. RICER AND SOE,`2TDR ARE TO COMON, THE DZE ALL EASM�T7%10X M FINAL FLAT APPROVAL AND RECORDING BOLLARD DETAr TRAFFIC ANO RIGHT- OP-WAY NOTES: I. ALL ROAD LL Do DETOURS AND ETC. AR[ TO I]UN NOT TO SGN£ CO.... MATE. WITH THE CITY OF 'Ree ISLANDS OC PERSONNEL. 1. ANY AND ALL NECESSARY PERMITS MUST BE GBT. PROM THE CITY OF TYBEB ISLAND PRIOR TO OOMMe OF ANY WORK WITHIN RIGHT -OP -WAY. OLxGRAL UYR.ITT No. L CONTRACTOR IB TO COORDINATE ALL GAB, LUR.9, GLGDTRICA PIgNC, CASLG AND ANY aTHGR RCOVRC. UTI,to, WITH TIC APPROPRIATE UTILITY AOGNGGB. 1 CONTRADTM I8 ReSPONIRILE FOR LOWTtNO ALL GXIbrtNO UTILITIES PRIOR TO CONNENLINO W DENS ULIIQV ACTMTIEB AND POR AWIOINO CONFLICT T. MNE ANY DAMAGE TO EXISTING UTILITIES SHALL Be REPAIRED AT THE EXPENSE OF ME CPVTRACI'OR S WATER USAOG FOR Me SITE n" Ma1INVf ImlfallarU WILL BE APPRBO.NptMgAeTGLY 1 gprn PER UNIT }NlprlanwYe p•.k Wmantl TNIB PROJGCI W L RAVE f3rtS wM s. WATee LINO . HAVE RESTRAINED .IOIM'n n ALL WATER MAINS ARE TO BE C -POD PV.. B. ALL SANITARY SEWER LINES ARE TO VTRIZe RUBBER BAM[TEO JOINTS AND CONFORM TO ASTM 8051 FOR PIPE IY A. SMALLER. T. SANRARY SEWER MAY Be CONNECTED TO EXISTING BI DS DOT M PROVIDED. n A MIMMUM OF Ia BePARAVON MUST BE NA..ED eGTNERN WATER AND SeWER MARE, 0. HS SA WIRE BNALL Be NSTALIGO WISH ALL WATBRISSAIER uxeb III w Mlt TAPE SMALL eE INSTALLED wrtH ALL WAYBRASeINER LINES AT I To 2 FEET DRECYLY ABOVE LINE. 11. A Moinn. BEPA... OP R FEET IS Q.MD BETWEEN ALL WATER TAPS AND 89MR CONNCCRONB. IL WATER LATER- A TO M INSTALLED A M M... OF BY FROM BELL JOINTS. B WAR. LATSRKB TO BE INSTALLED A MNWUM OF 1.- APART IKET^TGRLNCISTo CENTERLINE OR AS PER ME CRT OF TYBCC ISLAND I.. ALL WATER LATERALS TO BE PO .YLCRC OR APPROVED EOUAL IB. V BAN ?ART BOWER LATERALS BNALL BE PVC AND HAVE A MINDWM BLOPG OP IX. 9.. ALL WATER LATERALS ARE TO BE POLTEYNTLCNC OR APPROYRO EQUAL. M, CnOaNpT.RACTOR TOwV RIPY ALL EMV AND PROPOSED SYRULNRE LOCATIONS OR RC9INNIN dRBTkULRONAND DEPTHS PRIOR TO ORDERING MATERIALS STAR/NG SEMS"AI NOTES I O/NENAWN AM M FEET AND OELLWL OF MET UMW nDTM OTNM.. 4. [fRon, OF ELEARNO ANE OM/IEINB 4NALL NATLN 1NE PROPERTY LMT SW OM, DR AS SXENN ON THE FLARE COCRWf M ALL LLEMdO ACTLVT26 HTH T ENO11MKOW BK T ALL MMRO/NARS AND BEARINGS SNNSN ARE BASED M A SITE LLOROfNAR BY5TEK .1. SHALL WUFT PRIM To THE START O/' LONSTRIMiION M1 BekoNSARKB . BE V IMOP BY TNe CONTRACTOR AS TO LOL . AID ELE.. PRIOR TO THE STMT OP SONBTRULT/MV. A ALL ANGLES AM SB DEGREES MWE91 OTHER. NOleo. A EMYRAC OM SHALL WN/ MAT OVERALL BfTE WATNULDER AGREE WITH ME INCREMENTAL LAYOUT OLNENSIONS AS SHOWM ANY DISLREPAHLRY WLTH OMENUINO; AND COOROIN . OR PROPERTY LlNeb SHALL Be AO.RYTEO ANO APPROVED ST TA/e GVO WM l WE GVNTRACRW SHALL BE RCMONSIBLC FOR De .CPINO NCRRONTAL ANO .1,,OAL COHYRq. ON THE GLTC BARED ON eXMRNO A/ONV.IEIRS ALL COSTS /NVOLVEO IN ,.TIMID THE eX6T/NO MMMMENTO ASO LARRN TM 11AN AWT TO Ne SITE NL BE H MY Me pCTOR S LDATRAI . IS RESPONSIBLE PM IOCATLNB ALL exnTNG o"IfeS PRIPT To oMenr�ve DrrcTrre r'1e r e"RePAiReo A�TieeDe°Nx�PeNBe of Yxe'Ae c'�vvAr.Neitro•Y Ge S VPAYADTLW TO VERIM ACTUAL BUKO/NB OAWSl. WTM 4RLH PLINK M ALL RADD ARE d HMESS OMORSAM NOTEII. R ALL ROAD .0 LANE W/OTHS AM TO BE 111 UNLESS OMB WOR& NOTE.. SPECIAL WATER Lee NOTES : "p t Ppy (Illbge wrw• one aMV oawme,i•e MME uMw. eIM1.Ww B. uNwa.a a M. pdM er aWlv.ry mtl elmtl wMr. M.y proMeHa arq 411 net p; nmxtlwe M M TM Tnry MWI q all NnM• b. At- ,n l- n ll . MA Im nM ar dl PP•, .o •. At- oa•eed4w elwll p. k.pr fia. rrvm rt ma rnn.lgn m 1 Mn... m. Am/ a n-R,. aoma8.a: a. —d pp .M1MI m :wlwn6 NI rq -.Ign dM x Grt •M1OII p• :amw•a Osm IM ".I$m or . Pp. p•rory tt 1. IewrW RHe iYe peeNbn M (N Irxph me .M11 p• kept dwn by epprwp .mw awing ad eM1.t rnylrg. Ca. Mall • roLn ro prrr.rn aM Irvm wrMrg M• klm .pm.. DuNrg kwMlloNerN wnw PIP. layr':g w rer m prop'aeq a mwhaNON IOIM plug x wp x gyev.tl N.a4 WI b ufr fr v Mgn e.W N bvM mtl. M IM In. mbrg laltl mq ne Rw'el: xa t eMl as pwMnae M Ne M. plp. J. Gwn 1m I.— N WI pg. by MWJry —w., x .PENS M W 6n MraV Plz•mwr. .. noM M. nw III, I= wXJ rM worn' rum des IS 1M MW N IS M. mM lar•Pdn N nwla b. Son• on- M• q'...un M.I One ao NMrRwxen. I:Vmyn Nun nm• a:M vdadn e"• ro o. 13 ry wM =n I. ......mD ro pwg. rn. Ixw M re -.IRn :mrvM. SPECIAL CONSTRUCTION NOR: IF ANY DISCREPANCSS BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE LONDMONS ARE CNCOUNTCRO WRING THE COURSE OF LONSTRUCTIOR{ THE CONTRACTOR SHALL NOTIFY THE ENGINEER. SURVEYOR OR OWNER OR HIS RCPRESENTATIVC PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERRORS DISCREPANCY OR CONFLICT IN THE PLANS, SMCIFICATIONB OR CONSTRUCTION STAKING AND PAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SMALL NOT Be ENTITLED TO COMPCNSATION FOR ANY WORK OR EXPENSE INOURRCD BY MN FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID FRRM, DISCREPANCY M CONPLIOT. . ' - IV 4 4' ss a o�m � W m m omIn z Z Q UI B G Z < jW o a a R J 10 <Q °z `oiD �Oj W J4RID `� >S Z z Y �O Q 2 ')MWIN(i NUMPEA C -3 IIOV1E Dianne Otto From: Dianne Otto Sent: Wednesday, May 09, 2007 1:53 PM To: Diane Schleicher; 'davisenginc @bellsouth.net' Cc: Chuck Bargeron; Joe Wilson; George Reese Subject: RE: Walt Rocker ( &CHU)- Silver Avenue Condos - Temporary CO REGARDING: Site visits on Silver Avenue on Thursday, May 10 at 8:00 am Oto-o299 05 -0519 I have spoken with Walt Rocker (18 Silver Ave. 12 units) and Mike Deal (12 Silver Ave. 9 units). Both are planning to be at their Silver Avenue sites tomorrow morning. Others that are planning to attend are: Mark Boswell, Joe Wilson, George Reese, Downer Davis, and Diane Schleicher. Diane, Mark Boswell's phone number is 897 -6932. Dianne K. Otto 0$-1 g� Administrative Assistant '�C Q�noi� AflProvaa1 �7 Building & Zoning �o Q (}►; (Sew, dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786- 9539Tl LL.J (son �'ar �O ! a UJU.Srt. Q� - - - -- Original Message - - - -- From: Diane Schleicher cot ` Sent: Wednesday, May 09, 2007 10:41 AM e„f..sr 'S J V' To: 'davisenginc @bellsouth.net' Cc: Chuck Bargeron; Dianne Otto; Joe Wilson; George Reese Subject: RE: Walt Rocker ( &CHU)- Silver Avenue Condos - Temporary CO I don't remember talking to Mark about the Chu site, so I think I should attend tomorrow, as well. Is it at 8 am on Thursday? Do you have Mark's phone number? I need clarification on how he thinks I was involved with the Chu project. Diane Schleicher - - - -- Original Message---- - From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Wednesday, May 09, 2007 10:32 AM To: Diane Schleicher Cc: Chuck Bargeron; Dianne Otto; Joe Wilson; George Reese Subject: Walt Rocker ( &CHU)- Silver Avenue Condos - Temporary CO Regarding the Final Inspections and approvals of the Silver Ave projects...... While I would normally propose waiting until a representative of the Engineer could be present, I am comfortable with meeting at the Rocker site with the City representatives and the Owner. Mark Boswell and I have had rather detailed discussions on both this and the Chu project. However, I am available all day Friday if the City would prefer to delay the inspection by one day. For the record, I would prefer to do the Rocker and the Chu project next door at the same time. Mark Boswell advised this morning that you had been involved in discussions on the Chu project. Mark was contacting Mike Veal to find when the Chu final was requested. If the Final for Rocker is changed, Diane Otto can advise. I will be in my Savannah office today s55 -7262 (cell 695 -7262 is preferred to leaving a message). Downer > From: "Diane Schleicher" <dschleicher @cityoftybee.org> > Date: 2007/05/09 Wed AM 09:25:48 EDT > To: <davisenginc @bellsouth.net> > CC: "Chuck Bargeron" <CBargeron @cityoftybee.org >, "Dianne Otto" > <Dotto @cityoftybee.org >, "Joe Wilson" <jwilson @cityoftybee.org >, "George Reese" <GReese @cityoftybee.org> > Subject: RE: FW: Walt Rocker - Silver Avenue Condos - Temporary CO > Davis, > Is the meeting a waste of time to meet without his engineer? > Diane Schleicher > - - - -- Original Message---- - > From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] > Sent: Tuesday, May 08, 2007 10:01 PM > To: Diane Schleicher > Cc: Chuck Bargeron; Dianne Otto; Joe Wilson > Subject: Re: FW: Walt Rocker - Silver Avenue Condos - Temporary CO > Walt Rocker, Jr. has requested a final inspection for the site work. > I previously issued a prefinal commnet letterfor both this and the > neighboring Silver Avenue by Bobby Chu. Joe Wilson and I agree to > meet onsite Thursday Morning at 8:am. Walt Rocker is to attend and > has requested we procede even though his Engineer, Mark Boswell, will > not be present. > By Copy of this email, I request Diane Otto provide this information > to G. Reese and the W &S Dept. If he or a representative cannot attend, > we can reschedule the final inspection. Walt advised this afternoon > he beleives his surveyors have completed the field work necessary for > Mark Boswell to prepare the asbuilts. > The adjustments to the small detention pond at the rear should be > shown on the asbuilts with an accompanying evaluation by Mark as to > whether he finds the storage provided to be adequate. > My comment letter dated 04 -22 -07 is attached. A similar letter for > the Chu project was sent at the same time. > Downer > > From: "Diane Schleicher" <dschleicher @cityoftybee.org> > > Date: 2007/05/08 Tue AM 08:40:44 EDT > > To: <davisenginc @bellsouth.net> > > CC: "Chuck Bargeron" <CBargeron @cityoftybee.org> > > Subject: FW: Walt Rocker - Silver Avenue Condos - Temporary CO > Downer, > What do you know about this? > Diane Schleicher > - - - -- Original Message---- - > From: Chuck Bargeron > Sent: Tuesday, May 08, 2007 7:44 AM > To: Diane Schleicher > Subject: RE: Walt Rocker - Silver Avenue Condos - Temporary CO > I have no idea about this. This must be a drainage issue. The building > has passed all its finals and FEMA. > Chuck > - - - -- Original Message---- - > From: Diane Schleicher > Sent: Monday, May 07, 2007 5:33 PM > To: Chuck Bargeron > Cc: 'Bubba Hughes'; 'davisenginc @bellsouth.net' > Subject: Walt Rocker - Silver Avenue Condos - Temporary CO > Chuck, > What is the background for the Silver Avenue Condos that Walt Rocker > is working on? Mark Boswell called and said that the main problem is > the size of a pond or pipe (his voice mail was not clear). Please > update me on this. Mark thought that Walt could bond for it with a > Temporary CO. > Diane D. Schleicher > City Manager > City of Tybee Island > P.O. Box 2749 > 403 Butler Avenue > Tybee Island, GA 31328 > Phone: 912 - 786 -4573 > Fax: 912- 786 -5737 > www.cityoftybee.org > This email and any files transmitted with it are confidential and > intended solely for > the use of the individual or entity to whom they are addressed. If you are not the > named addressee you should not disseminate, distribute or copy this e-mail. Please > notify the sender immediately by e-mail if you have received this e-mail by mistake > and delete this e-mail from your system. Please note that any views or opinions > presented in this email are solely those of the author and do not necessarily represent > those of The City of Tybee Island. The recipient should check this email and any > attachments for the presence of viruses. The City of Tybee Island accepts no liability > for any damage caused by any virus transmitted by this email. May 18 07 04:18p BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS @BELL SOUTH. NET May 18, 2007 Dianne Otto Planning and Zoning Tybee Island, Georgia 31328 Re: Silver Avenue Condominiums Silver Avenue Tybee Island, Georgia Dianne, FECEIVED P.1 As per your request, we have inspected the above referenced project for compliance with the approved drainage plans. It is our opinion that the project is in substantial compliance with the approved plans. If you should require assistance or need more information please do not hesitate to call us at 897 -6932, fax to 897 -2287 or e-mail to tahbos cnr bellsouth.net. Sincerely, Mark Boswell MAY -18 -2007 16:33 96% P.01 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisenginc (d)bellsouth.net April 22, 2007 Sharon Marshall Director of Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 IS RE: Silver Avenue Co dominiums for The Carson Company IZ Un:�S Dear Ms. Marshall: vs. QCE 0(o-02-951 I conducted a prefinal walk through of the site as you requested. Our in my previous plan review, this focused on drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. The following discrepancies were noted: 1) The sanitary sewer layout has changed. It appears a sewer main was extended from the street. To the rear between the two projects. This was not shown on the approved plans. If this is a main serving two properties it needs permitting and appropriate easement provided. If there are two services, they need to be shown. 2) No trees were relocated. Only new trees were provided. Tree and landscape compliance review will be by others. 3) There is no green space on the site. What is not paved or beneath the building has been covered in white rock. 4) Porous pavers need to be field tested for permeability due to the slope of the driveway hindering permeability. 5) The pumping of storm water from the building is causing erosion on the east side of the building. 6) Verification is needed that required storm water storage is provided. The asbuilts should address this. The west side needs a swale as shown on the plans. 7) The water meter locations have changed. The above comments are preliminary. The final inspection with the City departments using the asbuilts provided by the Owner's Engineer may identify other concerns. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, erel Downer K. Davis, Jr., P.E. President cc: o4 -a3 -o, +0.)C,ecj 4---� 8.0sa 0 j 2051000E Page 1 of 1 Dianne Otto From: Dianne Otto Sent: Tuesday, May 01, 2007 5:21 PM To: 'lahbos @bellsouth.net' Subject: as- builts Silver Avenue Condominiums Walt Rocker Construction Building permit 06 -0299 18 Silver Ave. #1 -12 Boswell: While I was talking with Downer today about 18 Silver, Walt Rocker came in. I told him that as- builts are needed for the project as was requested in Downer's most recent comment letter. Thanks, Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 11.4 Fax: (912) 786 -9539 05/01/2007 Dianne Otto From: davisenginc @bellsouth.net Sent: Friday, February 02, 2007 3:55 PM To: Dianne Otto Subject: [Fwd: RE: code] I failed to copy you on this. Please let me know if you have any questions. Downer t75 -0514 12 S; I vu- ,4,ie-. > 0(o -0249 Jg S:Iver Aga. • From: <davisenginc @bellsouth.net> • Date: 2007/01/31 Wed AM 08:05:47 EST • To: <bmitchell @cityoftybee.org> • CC: < lahbos@bellsouth. net>, <CBargeron @cityoftybee.org >, • <SMarshall @cityoftybee.org> • Subject: RE: code copy 9,,A:J. / (2 k [Z uv,:V 'R oakvx • This correspondence is in reference to the two adjacent but separate • condominium properties on Silver Avenue. It is my understanding that • a previous consideration to connect both projects to the City of Tybee • sanitary sewer system through a common 6" lateral is being debated • again. This is a wasted effort on their part.. • 1) To the best of my knowledge the City of Tybee's permit for these • two projects requires separate service connections from each to the • City's sanitary sewer main. The conditions of the permit do not allow • connection through a common lateral. Any such connection would be in • violation of the approved permit. • 2) Based on the below pasted communications (on which the common • engineer for troth projects was copied) the GA DCA clarified the GA • code requires separate sanitary sewer service connections to the • sanitary sewer main unless the buildings are on the same property and • under the same ownership. • The design engineer has understood this since the intial • correspondence last month and to the best of my knowledge he has never • submitted any plans to the City deviating from the code compliant • approved civil site drawings. > Please contact me if you have any questions on this matter. • Downer Davis • Davis Engineering, Inc. • 636 -C Stephenson Avenue • Savannah, GA 31405 -5983 • Office #: (912) 355 -7262 • Office Fax: (912) 352 -7787 • Email: davisenginc @bellsouth.net • Downer Davis cell (912) 695 -7262 • David Sukkestad cell (912) 856 -7262 • 3200039 11N, 810061051W > > This email and any files transmitted with it are confidential and > > intended solely for > > the use of the individual or entity to whom they are addressed. If you are not the > > named addressee you should not disseminate, distribute or copy this e-mail. Please > > notify the sender immediately by e-mail if you have received this e-mail by mistake > > and delete this e-mail from your system. Please note that any views or opinions > > presented in this email are solely those of the author and do not necessarily represent > > those of The City of Tybee Island. The recipient should check this email and any > > attachments for the presence of viruses. The City of Tybee Island accepts no liability > > for any damage caused by any virus transmitted by this email. > > City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 9 P Y �D P N H '00 v m � o rn x3 v m 'm v_n o rn3 m A .. O Cf) O 0 D A C N cn =O-nm00ca> z cn n v v v v v v v v v '0'0'0 o D m N m N m N m N m N m N m N m N d N m N m N m N N N N N N N N N N N N N A CD Z CD m m v v v v v v v v v v v v r 0 0 m N d N m N m N m N m N w N N m m N m N m N m N o N N N N N N N N N N N N 3 = N v w v m v m v m v m v m v v v m v m v m v m v m C p C N N N N N N N N N N N N N N N N N N N N N N N N 9 G (v n N p < vv m N m N v'v m N v"v vvvvv m N m N m N m N m N v N m N m N v m N 7 m N N N N N N N N N N N N N -n C � N O 0N 1 O N O 'v 1 O 'v O 'v 'v D O 'v O 'v � 'v O 'v O N N N 9N N N N N N N N N N N d N N N d N N N N N N N N N N N N N v mmmm v Cl) N N N N N N N N mmwm N N N N N N N N mmmm N N N N N N N N C: CD � m vvvvvvvvvvvv 0M v m v m v m m m w m v m N N N N N N N N N N N N N N N N N N N N N N N N M m-u v m v w v m v w v m v m v m v m v m v m v m v m m r— N N N N N N N N N N N N IM n D v m v m v m v m v m v m v v v m v m v m v m v m - m z N N N N N N fNp fN/1 N N fN/� N = r m v N v N v 51 v 01 v N v N v 01 v N v 91 v N v N v N r C Z N fN/1 fN/1 N N fN/1 N N N fN/1 N tN/1 W r `• C Z r v> J m m N � D a A n � O V o V Inspection. Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. rDGI -. C) Z 1 Date Requested Owner's Name 1Jtf ����rS LC Date Needed Gen- Coretractoroc'VcI Je ✓, Subcontractor Contact Number W a, --;� _( � D ())_ ?t (n - 9 ) 7g Location . _ - -� �- ,: . I u r -Av2. 1 - 1 2- - - -- Inspector_{ nn Date of Inspection -5- 7 0 Type of Inspection ii PASS _. S �' l T n� _�_ Vass 17 C ")e 2 T • Fail :t El tea)P iZ �l I "J f n r E /n A Jct� r zu ✓� . 4 • G c� L ° v ,M• +'� Inspection Report City of Tybee Island 403 Sutler Avenue P.O. Sox 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 pe: mit Mo.l�(n O - ? -- Date Requested _ �� �— 7 -- UwnPr's Name J((CILL%i Data. Needed ^ -- � - ----- — - -- - Gen. Contractor _ �� 11�P�� Subcontractor Contact Number —_- ND olL — ___ -- --- __ —_ -- Location i F� I V oz� fie- Inspector o�n_� — �`— � ` 1 Date of Ins rction TOnP. of fnanPrtinn - - - - - --- - - -- -- - - -- - —� -- Pass V\1 T Sr i t-ai4 Inspection Report city of TVbee Island 403 Butler Avenue P.O. Box 2749 Tybee IsIdnd, GA 31328 1phogle: $1912) 776-4573 extension 114 Fax.- (912) 786-9539 Permit Mn- Cjwmer'�-k to L, LC Gen, C"'viti"it kor C011tart k -7 D?ie Recmested D, ate Needed � a Subcontractor -) -) U) •J Ql-r Aj Q, Date of In-4pection ( -11� ')�Tvpf ai Inspf�!1-tion . r e - OiSL+ Ntv 0 (v 0 V9,3 C4, P as's St-aii Eli Page 1 of 1 Dianne Otto From: Dianne Otto Sent: Monday, April 16, 2007 4:34 PM To: 'davisenginc @bellsouth.net'; Joe Wilson Subject: final Downer and Joe: The site at 18 Silver Avenue is ready for you to look at for final approval. It is a 12 -unit condo project by Rocker Development. I have a compliance letter for the drainage plan from Mark Boswell. Downer, your reference number is 2051000. Thank you, Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 04/16/2007 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION For Insurance Company use A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number 18 SILVER AVENUE City TYBEE ISLAND State GA. ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 140 X 170 OF PT OF LOT 2 OF A SUBDIVISION OF LOT 100, WARD 5, TYBEE ISLAND TAX PARCEL NO. 4- 0008 -05 -003 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. N 31 -59 -29.0 Long. W 080 -50 -56.4 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A _ sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP Community Name & Community Number B2. County Name B3. State TYBEE ISLAND 135164 0001 -0002 1 CHATHAM GEORGIA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel BB. Flood B9. Base Flood Elevabon(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 135164 0002 C 06/1711986 06117/1986 A8 14.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM []Community Determined []Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ®NGVD 1929 ❑NAVD 1988 ❑Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑CBRS ❑OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ❑Yes ®No C1. Building elevations are based on: ❑Construction Drawings' []Building Under Construction' ®Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized LOCAL - Vertical Datum 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 9.5 ®feet ❑ meters (Puerto Rico only) 18.0 ®feet ❑ meters (Puerto Rico only) N/A ❑feet ❑ meters (Puerto Rico only) N/A ❑feet ❑ meters (Puerto Rico only) 5.5 ®feet ❑ meters (Puerto Rico only) 11.4 ®feet ❑ meters (Puerto Rico only) 12.6 ®feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifiers Name License Number MICHAEL J. GARDNER GA. R.L.S. # 2285 Title Company Name J. 109 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 18 SILVER AVENUE City State ZIP Code Company NAIL Number TYBEEISLAND GA 31328 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and 'Rear View" and, if required, 'Right Side View' and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Igo t Front View Rear View _ 70: Right Side View Left Side View ti J M s 2 s q, l a J ai m 1 I I I F- i!!lirrii /iiii I I w IZLAR AVENUE I I RESIDENCE � Z Y a SITE o a I I N�F I a' N�F I N�F `�� w uj Q� o I x I RICHARD V. BYRD & I N %, NATHAN C. GODLEY & I NATHAN C. GODLEY & � SILVER AVENUE \3�-- o I MAVA JANE BYRD I ` PATRICIA R. GODLEY I PATRICIA R. GODLEY m ZQ JzI I LOT I I w I TAX NO. 4 -0008 –05 -014 I i TAX N0. 4LOO 083 OS -013 TAX NO. 4- 000084 05 -013A >- Z I x I I I VICINITY MAP NOT TO SCALE a x < I I I I I I x BLOCK SHED J1 - _ _ _ _ _ L I _ CMF(BRK) 5/8" RBF I S66'37'34 "E — 140.15' 15/8" RBF li r / / 1 ! ! ! / J L1- -0 5/8" RBF F- Y 5/8" RBF 10.0' 40.0' 60.1' 40.1' PKF 8" WIDE OSSMH ! CO 10 B.S.L. CO HEADWALL \ / STAIRS GONCRE7E`,VJALfi(WAl ?- r STAIRS 2.84' I 1 63.61' 2.88 °o 00 MOTEL o I 28 30' ISHAFTI 27.90' ° ! N/F W ° j� EJB tr -� � m MOLA CHU JUNG m IN 2" PVC SILVER SHORES 2" PVG o LOT 2 LLI Ki CONDOMINIUMS !, (EASTERN PORTION) TAX NO. 4 -0008 –05 -004 Q THREE STORY BUILDING 3 I N�F Cs 96 ' 1502' 15.06 1178' v 00 TRIPOINT ma.. •°° m°° 0x#Q ` \� RESIDENCE W I 0 16.32 o m 31.11' o PIJS�I; Cc= 3 PROPERTIES, LLC Z - N E m I LOT 1 I TAX NO. 4 -0008 –05 -002 Pp MARK VAULT FOUND ±100' PKF T – — 6E' w01 PKF N6637'20 "W 119.81 i \ \t \.� \ \� \\ :,\ \�t�.t�'.� \.. \ \t \tt \tt \tat���.� - ' — 5/8" RBF P.O.B. EDGE OF PAVEMENT•�,at,. .,�,,,,tAtJ.i \tt1 tt1A�:t.,,A \t \�: POINT OF BEGINNING P.O.C. %SMH 0% 0 POINT OF COMMENCING SILVER AVENUE 20' RAW ssMH PP IN MY OPINION THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF LEGEND: NOTE: THE PROPERTY PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE LINE LENGTH BEARING 1. RBF REBAR FOUND ) PROPERTY IS ZONED C -1. MINIMUM STANDARDS AND REQUIREMENTS CMF CONCRETE MONUMENT FOUND 2.) TAX PARCEL No: 4 -0008 –05 -003 OF LAW. PVC POLYVINYL CHLORIDE L1 20.48' 568'17'22 "E 3.) THIS LOT APPEARS TO LIE IN FLOOD ZONE A8, J OHP OVERHEAD POWER LINE q� PROJECT No.: c (MIN. EL.: 14.0') PER FIRM PANEL No. 0002 C. 060095 AS PP POWER POLE N�n� COMMUNITY No. 135164, DATED 6/17/86. R/W RIGHT OF WAY REFERENCE: C7 RF SSMH SANITATION SEWER MANHOLE PKF PK PIN FOUND DEED BOOK 91 -M, FOLIO 637. BRK WM BROKEN WATER METER DEED BOOK 59 -F, FOLIO 176. E.O.C. FIELD 1/ 51,855 10" 0 2 5 3JZ3 ICV IRRIGATION CONTROL VALVE < ERROR /POINT ADJ. METHOD OBSERVATION k/ C,S,'tiDS� CO CLEAN OUT 20 10 0 20 40 E.O.C. PLAT 1 INFINITY qF EJB ELECTRICAL JUNCTION BOX EQUIPMENT USED TOPCOP 8203 �� J. G MICHAEL J. GIARANI B.S.L. BUILDING SETBACK LINE DATE OF FIELD SURVEY 03/23/07 GA.R.L.S. No. 2285 GRAPHIC SCALE O V) ti m Q Ull Z U C) O O w Uw0 of > V) O w of V) N> J_ W J_ N Q 2� Wti m ~ O U h� U U FIELD CHECK: m OFFICE CHECK: MJG DRAWN BY: EDai J � Na�x CL LL3 SCALE: q� PROJECT No.: c rr ^7 ^1' q 060095 AS N�n� L1 o a W d��uc O V) ti m Q Ull Z U C) O O w Uw0 of > V) O w of V) N> J_ W J_ N Q 2� Wti m ~ O U h� U U FIELD CHECK: ZRM OFFICE CHECK: MJG DRAWN BY: ABG DATE: 03/23/07 SCALE: 1"= 20' PROJECT No.: 060095 FILE NAME:060095 AS.dwg PROJ. NAME 060095 AS SHEET 1 OF 1 Rpr 15 07 05:37p April 15, 2007 MRRK BOSWELL 912 -897 -6932 BOSWELL ,DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH. GEORGIA 31410 912-897-6932 LAHBOSCOBEL LSOUTH, NET To: Dianne Otto Planning and Zoning Tybee Island, Georgia From: Mark Boswell Re: Silver Avenue Condominiums Walt Rocker Construction Tybee Island, Gcorgia Dianne, ® RECEIVED �P 06 -oZ99 As per your request, we have inspected the project referenced above for compliance with the approved drainage plan- After a brief inspection of the pruject, it is our opinion that the project grading seems to be in substantial compliance with the approved drainage plan. Sincerely, m.j & 'f-f- Mark Boswell APR -15 -2087 17:53 912 897 6932 96i P. 1 V'" � 1-suspectioll Report city of TVbc-e Island 403 antler Avenue P.O. Box 2749 1 ,=bee island, GA "31328 c I-P) /86-44/3 extension 114 c) 441* latp R I-01 ip�tf-d C)wlte Need-d -7 0, .9 V'" � 1-suspectioll Report city of TVbc-e Island 403 antler Avenue P.O. Box 2749 1 ,=bee island, GA "31328 c I-P) /86-44/3 extension 114 c) 441* latp R I-01 ip�tf-d C)wlte Need-d -7 0, J Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Owner's Name S I y ej- 5} o, es L Z C Gen. Contractor `Ll- L)?7Q 00,,,n ^� Date Requested _0 3 — !i nae pL :i', �l' ..1ils �iV j• Inspection Report City of Tybee Island 4413 BiItler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (91.2) 786--4573 extension 114 Fax- (912) 785 -9539 ,-N (/ O Pertirvit Nn. (D -_J `I 17 -- Date Regiiested Owner's Name -D i J e3' J Y. o rPS pate Needed Gen. Contrartor _ - - - - --- - -.- - ^_ Subcontractor Contact Ni-tnher KJ(C r� U0. Location I O, j� I V y- e I - � I Bate of Inspection ____ h C7 Time Type of Inspection 352-oi i o Inspector_,(~_ iL Vn --�S t * * * *» -Comm. RNAL- * + * * * * *: * * * * * * * * ** DATE FEB -07 -20 * * ** TIME 10:51 * * * * * * ** MODE = MEMORY TRANSMISSION START =FEB -07 10:51 END = FEB -07 10:51 FILE NO. =186 STN COMM. ONE - TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4435073 113W137.11111.311511E , -CITY OF TYBEE ISL. - ***** * * * * * * * * * * * * * * * * * * * * **** * * * * * ** -CITY OF TYBEE - � * ** - 912 786 9539- * **** ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 91 3M7 Phone 917A43 -5063 44 3 $�M 50']3 Oro-029 ;e A1 `I un,, � s -+- A-5 j Sz 111fLi-u— Or Location Address: I : Aver yer Ave. Lot # Release Date: -07 - I-eo,p.pa es' Type of Release: Temporary Permanent Subd Name: Electrician: m t- S I o Gi r, Electrician Phone Number: 3 S 2 0110 I (? 9(o Owner/Builder: ¢ T o r e5 L C Phone Number: 59 fe - 8 LO Location Address: Type of Release: _Temporary _ Permanent Owner/Builder; Location Address: Type of Release: Temporary # Release Date: Subd Name: Electrician Phone Number: Phone Number; Release Date: Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder; Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 913537 Phone 912 - 443 -5063 44 3 -U-" So73 Location Address: 12 5;1 yer Ave, Lot # Release Date: 2-7-o-7 Type of Release: _Temporary V Permanent Subd Name: Electrician: ,V\ L- s( o Q n Electrician Phone Number: _3 S z- 0110 Owner/Builder: o r L L 5-q (o - 8'4 Lf q Location Address: Type of Release: Temporary _ Permanent Lot # Release Date: Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Location Address: Type of Release: Temporary Electrician: Owner/Builder: Permanent Phone Number: Lot # Release Date: Subd Name: Electrician Phone Number: Phone Number: Inspection Report City of Tybee Island 403 Butler Avenue P.G. Box 2749 Tybee Island, GA 31328 Phone: (Q1 -7) *86 -4573 extension 114 Fax: (912) 786 -3539 Permit Na...._ da S -- — Pate 1Re_queSted -1 / /I j /06 Owner's Name fj� Date Needed 11/10-/6 Gen. Contractor Subcontractor Contact Number Location Date of Inspection 111610a Time / /.'7S _ Inspector 7/0 Type of Inspection .V ,. !7W Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 0(,o ' li a�� Owners Name Gen. Contractor c ��3 l )BJ- Contact Number Location 4 , � Date Requested 1 1 - 0 Z - ,] � Date Needed— Subcontractor I) e- A,1 59(�o_ -Sgry Date of Inspection ��_ Time _ Inspector Type of Inspection - -_lam 7 j i a �- , -0 n QpS pUS � r a >_ .cx � Inspection Report City of Tybee Island 40:3 Butler Avenue P.O. Box 2749 Tybee Island, GA 3132x} Phone: (911) 786 -4573 extension 114 Fax: (912)786 -9539 Permit No- l / Z / Owner's Name D, Iv (f ShapPS Date Regw-sted ) 0 :� 1-1 (D Date Needed I C) y Gen. Contractor K > c k 11 Subcontractor Contact Number � J`� c G . (� S9c� — �y y 9 Location I S I �/ P_`' A✓ Q- -__ - Date of Inspection _ �D�d Time Inspector r ff Type of Insp± ction _ V e n 5-PP C 0 s VI 0, CJ r Inspection Report i \) City of Tybee Island D psi 403 Butler Avenue P.O. Box 2749 / \ Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. Dko- 02 99 Owner's Name ' , 1ve5- Sh or es_ Gen. Contractor D e IC-e I a eQ j. Contact Number Date Requested __ 10- 132 __ O b Date Needed Subcontractor M 3 5 2-Di l J- ck -7 �o)S -h" $'-% -/ 4 Location b 5S, V/ 9- r A ^�r / Date of Inspection / ©G Time _ Inspector �� Type of Inspection o c 4- - -- - i P \¢P�S�s/ pJj \Y e4 P1L pn Vn•i S lrA�fS r5 Z c-S) n QPSS r' 4 a Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax:(912)786 -9539 Permit No. D( - O -.)-- 9 9 P. Date Requested Owner's Name S� r �? Date Needed ' 0 Gen. Contractor c I<u7 1 JV..I. Subcontractor Contact Number _ �J,a c Location 1 b `J `; p A'J'e' Date of Inspection Time r Inspector Type of Inspection _/ N/ + f S i -} vJ -i I ,� J C �_— u n . + > 313--S4 b S 30-'6r- 116-9i �Rsa PR P J rr. '� sa .,,.q -wK , Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786-9539 Permit No.�- Owner's Name S � veil ShO� eS Gen. Contractor Contact Number �� C- h Location , S. I V U, Date of Inspection ?�oe Type of Inspection Date Requested Date Needed Subcontractor C '� '� v1 .59(- R4H Time _ Inspector = _ a Ve P� I A i /r C,Yti 42;'`VS Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, 6A 31328 Phone_ (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 0'(0 - 0'� 9 ! Date Requested Owner's Name S'iVtrSh,1e1 LLC Date Deeded Gen. Contractor Contact Number &v ' k Location Date of Inspection Typ e of Inspection _ / C lock �'ro� -5, /V ej- Subcontractor 07 ? o) a il L/ Time \ Inspector' 4�pl-r) F` 4 ection Report r-� old City of Tybee Island 403 Butler Avenue P_0. Sox 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. (iL - i7 2 4 9 Date Requested: fl �7 " ) 2 - 0 Owner's Name: S IVy S� ores LLC Date Needed: Gen. Contractor: II // Subcontractor: Contact Number: a r . k (o 5 S- O3 3Z _ Location: 1 D 5 � V o- Ave. -0e I- 1-2- 1 Date of Inspection: �� /U� Type of Inspection: r n 0 D � S I C9 lb Comments: S� e..SL I U �S� Inspector: J .� Time of Inspection: z n �t. t f ,r . y✓ Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. (7 b� (D -2 9 Date Requested: - ((„- Owner's Name: S. I v e LL C Date Needed: l7 - 1- c) (a Gen. Contractor: Subcontractor: Contact Humber: rat r • cTl (O S S. 5;� Z Location: Date of Inspection: Comments: I mmerto r- 5.1i j - Q j e -f* I - -7h/ae pAocj S`- Type of Inspection: V P r a S 2I Time of Inspection: i 1 ' Inspec #ion Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. n (o • V 2g Cl Date Requested: O (o - z R- (7 10 Owner's Name-.S lJ er 5 k or e5 L L O, Date Needed: D 7 - 0 Gen_ Contractor: o ckQ-Y, -D e\/ • Subrontrartnrc Contact Number: -po-? r. , k S5- QS 31 Location: �'3 S Ver Av e, , Z Date of Inspection: / Type of Inspection: _� r r Comments: 5 l o �o 5� er-1 f J.� Inspector: Time of Inspection: �� n T . , 1 I n s p e c t i o n R e p o r t d C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . O . B o x 2 7 4 9 y b e e I s l a n d , G A 3 1 3 2 8 P h o n e : 7 8 6 4 5 7 3 e x t e n s i o n s 1 0 4 , 1 , o r 1 1 4 F a x : 7 8 6 - 9 5 3 9 Z n . , P e r m i t N o . ( - i ( o L - ) O w n e r ' s N a m e : �� y e r G e n . C o n t r a c t o r �� o L I ( x T - C o n t a c t N u m b e r : _ ? G 7 - i _ , L o c a t i o n : D a t e o f I n s p e c t i o n : C o m m e n t s : T n m P r t n r - _ . _ t e r _ _ _ _ . - c - D a t e q u e s t e d : n o �� Z C D a t N e e d e d : D C ) b c o n t r a c t o r : 3 2 2 ( V 7 0 , v p e o f I n s p e c t i o n : S l o b S - ��e e ! C ��. ���� T i m e o f I n s p e c t i o n - i Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax_ 786 -9539 Permit No. 'CXn - n -. q Owner's Name: 6. I J c Gen. Contractor: I , Contact Number: ?CA-� r Location: 1 TS Date of Inspection: Comments: .7 Inspector: 70 Date Requested: Do - 7_ Z - J (o l Date Needed: 0 (0 Subcontractor: (-E 3 ''# LL Type of Ins ipection• 5 ✓SaP ^did Stab SCI 3�� Y IJ0r Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P=O= RnY 7749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit Nrz: O �' l7 ;L 9 Ve3- Owner's Name: Shy c<, LL G Gen: Contractor. cow s Contact Number: Location: Date of Inspection: Comments: Inspector: 7 / 7 Date. Requested: 0,0- 114 - Date Needed: 'c)(n - / S- O Subcontractor: e t) kg-, . 4:� I - I II IS G� Type of Inspection: -a n' door a.7 Time of Inspection: f&^ ' 1 J I n s p e c t i o n R e p o r t C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . O . B o x 2 7 4 9 T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e : 7 8 6 - 4 5 7 3 e x t e n s i o n s 1 0 4 , 1 0 7 , o r 1 1 4 F a x : 7 8 6 - 9 5 3 9 P e r m i t N o , ! / c 0 ' ( ���� 9 / O w n e r ' s N a m e : S I V P r - 5 h o f i S ���� G e m C o n t r a c t o r ; T ��, L T 0 3 , ��S C o n t a c t N u m b e r : P O , ��r " L k L o c a t i o n : D a t e o f I n s p e c t i o n : C o m m e n t s : D a t e R e q u e s t e d : O % - / / / 3 ' D a t e N e e d e d : n ( �� S u b c o n t r a c t o r ; y ( 1 - A u e . - ��" l - / Z T y p e o f I n s p e c t i o n : _ / S �� � r S l a b s - l a m �� I n s p e c t o r : J I T i m e o f I n s p e c t i o n : 1 ' I Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 permit No. Owner's Name: 5, I ✓Pf I�h_o� �S L /K' Gen. Contractor: Contact Number: pa�r:(- I Location: I 0 I V Date of Inspection: Comments: Date Requested: 0(0 ' / 3 ' 0(z2 Date Needed: n (n — l ' O�, Subcontractor: IoSS- o23Z Type of Inspection: Slab sue% Inspector: —7 ' J Time of Inspection: i rr Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 permit No. Owner's Name: 5, I ✓Pf I�h_o� �S L /K' Gen. Contractor: Contact Number: pa�r:(- I Location: I 0 I V Date of Inspection: Comments: Date Requested: 0(0 ' / 3 ' 0(z2 Date Needed: n (n — l ' O�, Subcontractor: IoSS- o23Z Type of Inspection: Slab sue% Inspector: —7 ' J Time of Inspection: � ��' 1 I n s p e c t i o n R e p o r t C i t y o f T y b e e I s l a n d 4 0 3 B u t l e r A v e n u e P . O . B o x 2 7 4 4 T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e : 7 8 6 - 4 5 7 3 e x t e n s i o n s 1 0 4 , 1 0 7 , o r 1 1 4 F a x : 7 8 6 - 9 5 3 9 P e r m i t N o . 0 ( 0 - 0 2 C ? j O w n e r ' s N a m e : : 5 i j t r S k ��/ / - e S L L G G e n . C o n t r a c t o r : c k W - 3 4 - C o n t a c t N u m b e r : - ��0 - 4 r c k N L o c a t i o n : / D a t e o f I n s p e c t i o n : C o m m e n t s : D a t e R e q u e s t e d : ` i ( n - 1 2 - O b D a t e N e e d e d : S u b c o n t r a c t o r : S D g - i ��I _ T y p e o f I n s p e c t i o n : ��' �� r i I n s p e c t o r : 7 7 T i m e o f I n s p e c t i o n : Z Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island; GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 785 -9539 Permit No. 0( 'q- 0) `? 9 Date Requested: (D5.30- 0l0 Owner's Name: 5 I per S C Date Needed: //fi�n S - 3 1 - kDj C2_ Gen. Contractor:I � C keT 0,3-SK Subcontractor: 0-a o r a d Contact Number: ?o4f:, (aJS - 08,32 Location: I g 5, �,/cr A Q e, . A� 1- 1-2- Date of Inspection: S -31 0U Type of Inspection: s F ( o Comments: \ / U � e a ( SIea l Inspector: 16"13 Time of Inspection: / I Inspection Report City of Tybee Island 403 Butler Avenue P_O_ Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. n(.. - 02 9 9 Date Requested: 05- 2-L4 Owner's Name :,S-,1iJU 66 ores Date Needed: (�)S " 2 O o Gen. Contractor: Subcontractor: CoN rad Contact Number; �Q�r . e k (Q 5S - 0 3 2 Location: I b er Aj,, --t` (- j Z Date of Inspection: ' 2 5 - y Comments: Type of I(n�spection: 54 a e- Inspector: ?Pi - Time of Inspection: t. z -- � may. 3 �.: 0 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No_ I� - l7 c / Date Requested: C_ S- _Z ? - �-D Ids Qwnar'c Name: 5, I1/L- Jig?�PS LLC [ aka NPwdad: j� �i S 2 3/ Gen, Contractor_ Sithrantrartor; Contact Number: i Cn Location: I S jJeS' ,A,e). I'IZ ./ Date of Inspection; � � Ie Type of Inspection: Comments: 1 PSSEo . P Inspector; _ /00 _- Time of Inspection: _ / i- Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone, 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit Nn, r -') l7Z q 9 l ownercName. {Vet Jh "'r PS r �G Gen. Contractor: Date Requested. F% S I U- l J Date Needed: l./ S I %� V Subcontractor: M L Si o(a,,. E lec . Contact N umber i I c� r -1D 0� 5 q(a - g �-f- y 9 Location: 7 } f l u e iJ A `)CS) - I Z Date of Inspection: I , Comments: n� �J inanertorc �� a Type of Inspection. -50Lj �,>�D I 2-) Time of Tncnertion: * * * * * * * * *** * * ** -COMM, RNAL- * * * * * * * * * * * * * * * * * ** DATE MAY -19 -20 : * * ** TIME 1448 * * * * * * ** MODE = MEMORY TRANSMISSION START-MAY-19 1448 END= MAY -19 1448 FILE NO. =245 STN COMM. ONE - TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR N0. 001 OK a 4438877 001/001 0000:19 -CITY OF TYBEE ISL. - ***** * * *** * * * * * * * *** * * * * * *** * * * * * * ** -CITY OF TYBEE - * * * ** - 912 706 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan " ' 9 4=3537 Phone 912443 -5063 '4-43-?,?1717 05 -COQ{ (n 3 Location Address: I I F L e W : Lot # _(off Release Date: 5 -9 I .o to Type of Release: Temporary ✓ Permanent Subd Name: Electrician: q c r e_ r E_.I e c, . Electrician Phone Number: 365-330c C41a� Owner/Builder: S _�° , de ? Phone Number: - q-)22 b(� -oy99 Location Address; //` 7� 5 : � U e Y AQ e),. _Lot # Release Date: L(q_ p� T'P m Scpbr ry e of Release: / Te ra Permanent Subd Name: Electrician:_ M_ L, $ pr E(ee.. Electrician Phone Number: 35? - -ZA(0 (-+ -70-) Owner/Builder: 'j :�yt'_7' 5kbres11 LLC, Phone Number: 546 -WLf49 Location Address: Lot # Release Date: Type of Release: ,_Temporary _ Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: CITY OF TV-BEE ISLAND BUILDING PERMIT DATE ISSUED: 05 -12 -2006 PERMIT #: 060299 WORK DESCRIPTION: NEW RESDNTL - 1 BLDG /12 UNITS WORK LOCATION: 18 SILVER AVE 1 -02 OWNER NAME SILVER SHORES LLC ADDRESS 3921 CLEMSON BLVD CITY, ST, ZIP ANDERSON SC 29621 CONTRACTOR NAME SILVER SHORES LLC ADDRESS 3921 CLEMSON BLVD CITY STATE ZIP ANDERSON SC 29621 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 16200 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $39,135.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $1,215,000.00 TOTAL BALANCE DUE: $39,135.00 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: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 7865737 www.cityoftybee.org MAR -22 -2006 14:21 CITY OF TYHEE ISL. n ,3911 C�v..s +..Y1�1 Z 9(.21 �r e ✓+'PL�AJ� TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 912 786 9539 P.02/13 Location 13 `,i1w} tNei PIN 04 - CC 05'- u5-Ous NAME• ADDRESS T£LEPNONE Owner CC�Y e cc - 1 (�\'l \,-7\,(- 1Z1� Architect or Nztten AYCY 4 b, ctiL;lzn SI Engineer SC \,x1"rAa\l, CoA 3141 Building ^� I�1� (UvS(n (c�cv,(ei�yl�TUl $ v�s)er Lcw4 i,�10'r1L I1-l1I (Check all that apply) New Construction I/ Renovation Minor Addition Duplex Single Family Substantial Addition Residential ✓ Commercial Multi - Family Footprint Change___ Repairs Demolition Estimated Cost of Construction: 5 Construction Type -A (Snter Appropriate Number) (1) Wood Frame, (2) Wood & Masonry, (3) Brick Veneer, (4) Masonry, (5) Steel & Masonry, (6) Other (Please specify) Proposed Use; Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: Units_ x Bedrooms ��' 0 Bathrooms a4 Lot Area Y1-3(3 Living Space (Total Sort) +01,:0) S Off - street Parking Spaces Trees Located & Listed on Site Plan k 5CfQ C1Y(�V�l1I^C . Access: Driveway (Ft.) With Culvert? with Swale? Setbacks: Front Rear Sides (L) ' (R) 4 Stories Height 'Js C }. Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators and similar appurtances. During Construction: on -site restroom facilites will be provided through TUn�S )0'f1J . On -site waste & debris containers will be provided by MAR -22 -2086 14 21 CITY OF TYBEE ISL. 912 786 9539 P.03/13 Construction debris will be disposed of by 1 (15-f "CkWhe6at by means of I understand that I must Comply with ___ —_ —_ _ .. .. .. ..y.,r_ _ —__ .. y.. .. .. cap .. uv that the lot must be. staked cut and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permittted construction. Date_ 6 Signature of Applicant���:LjjJ ( G /,��� � Note: A ermit normall takes 7 to 10 da s to roceBe. Please ring two checks topav fees for new construction. ank_�rouI .................................. ............................... The following is to be completed by city personnel: / Zoning Classification NFIP Flood Zone A 8 i� I'�.do Approved Rezoning /Variance? Street Address & Number: New Existing Is it in compliance with city map? If not, has street name & /or # been reported to XPC ?- FEMA Certification Attached State Energy Code Affidavit Attached Utilities & Public Works: Describe any unusual findings Access to Building Site Distance to Water Mair Tan Site Distance to Sewer Stub Site __ Water Meter $ize Storm Drainage •PrCrJr, men ii �dflrr S�jfewt (Jjf� au�nsOaS Approvals: Signatu: zoning Administrate Code Enforcement Of Water /Sewer�� Storm Drainage Fire Chief 7 Inspection City Manager �� 6090 Dates �� Fees; n 00 5 hermit 0 70. 06 Trspec�iors3 ' ZJ % Water Tan oa Sr'ater Tap. ` Sewer Stub L Total W/S co i¢'rG /�+ Zax� 2,n, 3(p q-5• o ��S 3� Z00 200• ,a�� q, l35 .aR .4,N41.16- elf.). r �3 MAR -22 -2006 14:22 CITY OF TYBEE ISL. 912 786 9539 P.04i13 CITY OF TYBEE ISLAND INSPECTIONS DEPARTMElln P.O. BOX 2749 TYBEE ISLAND, GA. 31328 FOR STRUCTURES IN A FLOOD ZONE - FEMA CERTIFICATION OF ELEVATION' IS REQUIRED. AnnR✓ss: b01 _R�a�P� 10.0 '`__1h(N• -\ %%UAcAeVbo11, hA 3 CONTRACTOR: "Me_ CC7.y� (Cr2 a qn, X)\,I PERMIT $ MEL. ACKNOWLEDGED AND P_GREED TO T IS o; 3 DAY OF `v \C�VL'I� ' ZJ200(D . MAR -22 -2006 14:22 CITY OF TYBEE ISL. STATE ENERGY CODE AFFIDAVIT Project Name: SN Y 1 (UN UU NA \0 Address: Permit Owners Name: S\\v�`- %tiVP. 912 786 9539 P.05 /13 C" This letter is to confirm the understanding of the owner/ contractor to the'compliance requirement of the Georgia State Energy Code for Buildings, 1992 Edition. I hereby declare that the design and construction of the referenced project is in compliance with the Georgia state Energy code for Buildings, 1992 Edition. Compliance has been achieved by one of the three methods of designs indicated* in Chapters 4, 5 or 6 of the code. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the code and that any emission of or misrepresentation of fact with or without intention of the Permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all previous inspections have been approved. Owner and /c Contractor (12/93) MAR -22 -2006 14:22 CITY OF TYHEE ISL. 912 786 9539 P.O6i13 p7e'=2' ona ++.M..e_ MM ALTER TION3 Date rl��iouc Name: Address: Telephone N0: Residence:_ long Any alteration to city.owned streets, curbs, sidewalks, water lines, sewer linen, drainage pipes, catch basins, or ether elements of the city's infrastructure, requires a pe;mi.t fzom the eitY3 and ea ecknowledgemaat by the individual aesking to accomplish tha alteration, thats a. The city's infrastructure will not lie degraded is any way. b. All necessary safety precautions will be undertaken, c. The city will inspect the work in process and upon completion. d. The work will be accon¢plinhed to the city's satisfaction. a. The city shall be held harmisas of any liability or dahtages 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. Description of alterations LL' A sketch or drawing must be attached illustrating the planned alteration. Attached? City Desi� rQtan"rd And ....icationsI A11 alterations to the city's infrastructure shall be accomplislAed in such s 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. Certification: I hereby acknowledge the above requirements, and certify that T will perform the above described alteration in accordance with theae:n 4m4nna_ Approvals: Department Head: Inspections: City Manager.--- Date: MAR -22 -2006 14:2:3 CITY OF TYBEE 15L. PROJECT ♦ il�� 2 912 786 9539 P. 07/13 1 CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT TEMPORARY ELECTRICAL SERVICE AFFIDAVIT PERMtT J NUMBER- PINT Ij - SOU - US, THIS LETTER IS TO CONFIRM WE UNDERSTANDING OF THE OWNEWCONTRACTOR TO THE COI4IPLIANCE REQUIREMENT OF THE GEORGIA STATE MINriVrMl CONSTRUCTION CODES. ' • 5/' 1 [1111: IT IS UNDERSTOOD AND AGREED BY THE UNDERSIGNED THAT THE ISSUANCE OF TEMPORARY PONVER D_OEC_ NOT COlNSTPI• n APPROVAL TB D E TEE STRUCTURE. A CERTIFICATE OF OCCUPANCY MUSE BE ISSUED BY THE CITY OF TYBEE PRIOR TO THF. STRUCTURE BEING OCCUPIED. THE OWNEWdONTRACTOR IS HEREBY HELD RESPONSIBLE FOR ANY VIOLATIONS TO THUS POLICY. A VIOLATION OF THIS POLICY 34iAY . RESULT IN DISCONTINUANCE OF THE ELECTRICAL SERVICE. WITNESS " DATE MAR -22 -2006 14:23 CITY OF TYBEE ISL. 912 766 9539 P.08i13 z 2UE cu FERMIT I. Application Data �) )aJ I rr1 u II. Applicant's Name ;�iP Cat \SOn III. Applicant's Mailing Addrfts :Qb'3 F> -1 QC�C' L\avnayw1 i(A Sj4gL% IV. Property Location- Sl 1\C�, i( V. Tree Removal Requirements: In general, a free density oftbree trees per each 4500 square feet of area must be maintained, or the praapproval density, N the existing tree density is less, which pariahs to all trees having a diameter at breast belght of six (6) Inches or greater. In addition,'Yigolflant trees* may only be removed under limited cimumsesucea, and must be replaced with troy of like species having At minimum diameter of two (2) inches each, and of a sufficient quantity so that the cumulative diameter of the replaced trees is equal to or greater than the cumulative diameters of the significant trees removed; or the applicant has other mitigation options. Significant trees are defined to include trees having a diameter at breast height of ten (10) Inches or greater of the following varieties: southern red cedar and hardwoods native to the Caargla coast, including but not limited to oaks, magnolia, hickories, sugarberry or hackberry, red bay, spiuey ash or toothache, sycamore, tupelo, swestgum, and American bully. Article 7 of the Land Development Code is attached to this permit, and sets forth the fall particulars of tree removal, replacement, and protection requirements. VL In order to assure compliance with these requirements, the following information is requ : (Applicant is to Initial each of the following, and provide attachments as required) Tree Survey, Showing the location, size, and species of Ali trees having a diameter at SQ?i breast height of six (6) Inches or greater, within the boundaries of the site; in relationship to existing and planned Improvements on the site. C \��\ _ A written explanation as to which trees the Tree Removal Permit would apply to, and w•by it is necessary to remove such trees. C Applicant Attestation; I have reviewed Article 7, Tree Removal Regulations, of the Tybee Island mind Development Cade, and agree to comply with the provisions QYGh \ thereof. [�; �D._ A written declaration of which method of significant tree removal mitigation will be \f e- t ` 1 accomplisbed, if App0cable. VII. Applicant's Signature. VIII. Approvals: Zoning Administrator: Date: Yes— No— City Manager: Date: MAR -22 -2006 14:23 CITY OF TYBEE ISL. 912 796 9539 l Land Development Code Article 7 TREE REMOVAL REGULATIONS Sections: 7 -0I0 FINDINGS OF FACT 7 -026 PURPOSE 7 -030 APPLICATION AND EXCEPTIONS 7435 TREE PROTECTION DURING PLAT AND PLAN APPROVAL 7 -040 BUILDING PERMIT REQUIRED 7 -050 TREE REMOVAL REQUIREMENTS 7 -060 REMOVAL OF SIGNIFICANT TREES 7 -070 TREE PROTECTION DURING DEVELOPMENT 7 -090' STANDARDS FOR TREE PLANTING AND REPLACEMENT 7 -090 PENALTIES FOR UNLAWFUL TREE REMOVAL 7 -100 APPEALS OF ACTIONS Section 7 -010 FINDINGS OF FACT (A) Natural vegetative growth and trees add physical, aesthetic, and economic value to the island and should be preserved where possible. (B) Trees, help stabilize the soil with their root systems and control soil erosion caused by stonn damage as well as moderate surface runoff of rainwater. (C) Trees make life more comfortable on the island by providing shade, cooling both land and air, reducing noise and air pollution, providing scenic amenities, and provide habitat of desirable wildlife. (D) Trees are essential to the present and future health and welfare of residents and visitors to Tybee Island. (ORD. 1996-14-'71111'96) Section 7-020 PURPOSF. The various sections of this article are adopted for the following purposes: (A) To help control the effects of accelerated water run -off and soil erosion due to clearing, and assist in dune stabilization and mitigation of storm drainage. (B) To preserve and protect trees for buffers where land use and zoning requirements dictate such buffers. (C) To maximize the positive benefits of sitting buildings and parking on land in relationship to mature trees., (D) To ensure that responsible public agencies are made aware in timely fashion of proposed tree removal activities. (E) To help protect the investments of property owners and buyers, and provide mature native island trees for the enjoyment of future generations. Section 7 -030 APPLICATION AND EXCEPTIONS The requirements of this ordinance shall apply to all parcels within the City. No trees shall be removed within the City of Tybee Island except in compliance with this ordinance, with the following exceptions: (A) No permit shall be required for the removal of trees which endanger or obstruct public safety and welfare as determined by the Zoning Administrator or designated City Page I of P. 09/13 MAR -22 -2006 14:24 CITY OF TYBEE ISL. 912 786 9539 P.10/13 CITY OF TYBEE ISLAND SUBCONTRACTOR LIST PLEASE LIST THE NAME AND P.DDRESS OF ALL PARTICIPATING SUBCONTRACTORS BELOW: 1. NAME ADDe2 -_SS TELEP ON _ — LICENSE NUMS R 2. NAM=: }iFiDRESS TELEPHONE: 3 . N.k%C- ADDRESS:_ TELEPHON 4 3. NAME ADDRESS : TELEPHONE NAME ADDRESS: TELEPHONE: LICENSE NANS-R LICENSE NUMBER LICENSE NILTINM=R LICENSE NUMBER MAR -22 -2006 14:24 CITY OF TYHEE ISL. 912 786 9539 P. 11/1:3 To: Bob Thomson From: Mark L. Williams Date: April 28, 2005 RE: New City of Tybee Island Policy Anyone proposing to do work on City property, in the City right -of -way or in a city easement must first get approval from the Director of Public Works. Anyone who proposes to excavate the ground, or causes the ground to be excavated, on City property, in the City right -of -way or in a City easement to a depth of three (3) feet or greater must first dewater the area of excavation. 7 cto /wOr-P.,- illiams lic W orks " Cc Walter Parker, Mayor Cc Bob Thomson, City Manager Cc Dee Anderson, Assist. City Manager MAR -22 -2006 14:24 CITY OF TYBEE ISL. Section 11 -3-4 Noise Disturbance Prohibited. 912 786 9539 P.12i13 1. No person shall make, continue, or cause to be made or continued, except as permitted, any noise disturbance, or any noise in excess of the limits for such noise established in this Section. a. Ma2Ljntu t permissible sound levels. With the exception of sound levels elsewhere specifically authorized by this Ordinance, Table 1 sets forth the maximum permissible sound levels allowed at or within the real property boundary of a receiving land use. Any activity or use that produces a sound in excess of such noise levels for a receiving land use shall be deemed a "noise disturbance" and is in violation of this Ordinance. b. Measurement of sound. The measurement of sound or noise shall be made with a sound level meter meeting the standards prescribed by the American National Standards Institute or its successor body. The instrument shall be maintained in calibration and good working order. Octave band corrections may be employed in meeting the response specification. A calibration check shall be made of the system at the time of any noise measurement. Measurements recorded shall be taken so as to provide a proper representation of the noise source. The microphone used during measurement shall be positioned so as not to create any unnatural enhancement or diminution of the measured noise. A windscreen for the microphone shall be used when required. Traffic, other transportation noise sources and other background noises shall not be considered in taking measurements except where such background noise interferes with the primary noise being measured. It is the intention that this sound to be measured is what is being created by the sound complained of excluding intruding noises from isolated identifiable sources, but including ambient sound level. The measure of all sound levels shall be made as close to the property line of the receiving land use as is practical. TABLE 1 Sound Levels by Receiving Land Use ZONING CATEGORY OF TIME") RECEIVING LAND USE") Residential") Commercial Noise Sensitive Area Saturdays & Sundays 7 A.M. - 8 P.M. At all times 75 At all times 10 A.M. - 8 PM SOUND LEVEL Limit, dBA,� -1 55 m As set forth in the Zoning Ordinance for Tybee island. «� Any zoning district containing the letter 'R ". o Unless otherwise stated in the Ordinance. For any source of sound which emits a pure tone, the maximum sound Ievel limits set shall be red-aced by 5 d6A. 2. Regardless of decibel levels, the following equipment may not be operated Page 1 of 2 MAR -22 -2006 14:25 CITY OF TYBEE ISL. 912 786 9539 P.13i13 between the hours of 8:00 P.M. and 7:00 A.M.: a. Electrical power tools. b. Motor powered, muffler equipped lawn, garden, and tree trimming equipment. c. Constuction Equipment (ORD. 1996- 07;4/11/96)(ORD. 1999 - 33;9/23/99) (Ord. Saturday & Sunday, Amended, 04/29/2005; Ord. 2005 -09, Amended, 04/01/2005; Ord. 2004 -11, Amended, 01/14/2005; Manual, Amended, 11/10/1999) Page 2 of 2 TOTAL P.13 At a meeting on October 27, 2005, the Mayor and Council of the City of Tybee Island have determined that the findings required by the Code of Ordinances for the granting of Site Plan Approval have been met. Property number 4- 0008 -05 -003 at 18 Silver Avenue is hereby granted: Site Plan Approval for twelve -unit condominium building. No other Zoning Actions are permitted for this property without further application. Owner Zoning Administrator Mayor Clerk of Council Date Date Date Date Meeting of 2005 -10 -27 City Council Minutes http: //- ww. cityoftybee .org/min/Year_2005 /10 /27.htm Parker said he would like to move down on the agenda to Old Business to the reconsideration for twelve condo units at 18 Silver Avenue for the Carson Company. Hughes said this is back on the agenda as a result of a motion for reconsideration placed on the minutes at the last meeting. Hughes said that Council directed that those individuals interested be notified so that they would have an opportunity to speak tonight. Hughes said he assumes that was done by way of posting and mail outs. Erik Puljung with Hansen Architects spoke on behalf of the developer of this project. Puljung said there had been several concerns in Downer Davis' s letter at the last meeting. He said one them was the retention area and they have converted that area to a bio- retention area, which means they have added more trees. He said they have added cedar trees and also have increased the retention area. He said the one large driveway has been divided into two driveways. He said he understands that this would conform to the driveway requirements. Puljung said the water pressure was an issue and they have found that there was a leak and that has also been addressed. Sessions asked about the driveway and asked if it conformed to residential requirements. Puljung said they have conformed to the C -1 requirements and have split the wide driveway and allowed for a ten ft. space. He said theydo have a 20 ft. setback, which allows for safer entrance and exit. Sessions said that since they had followed the setback requirement for residential, why didn' t they follow the other requirements for residential. Puljung said if they had done that, they would not have been able to satisfy the parking requirements. Sessions asked if they had reduced the number of units from twelve to eight or nine, would that have made a difference. Puljung said that would have reduced the parking requirements but any developer would want to build out as much as they could. Buelterman asked if there was any way that the requirements in C -1 could be changed to require residential compliance. Hughes said that an ordinance had been drafted and given to Anderson for the Planning Commission' s review for the driveway requirements. Hughes said notices were mailed and if anyone wishes to speak, they may. Kathryn Williams said that we have a Master Plan and Council Members are charged with following that plan. Williams said it is a legal document and will stand up in court. She said Council can require that the plan be followed regarding density. Williams said she urged Council to stay true to the Master Plan. Youmans said he thought the Master Plan was a guide to go by and we didn' t have to do everything that is in it. Hughes said the Master Plan is a plan that reflects the land use map and lays out what the goals are. Hughes said the ordinances should be consistent with the Master Plan in order to accomplish those goals. He said the argument is that the ordinances are not consistent because they do not control density adequately. Youmans motioned for approval, Buelterman seconded for discussion. Buelterman said we have the ordinances and we have the Master Plan. He said it is ^t"- 'Zat the ordinances do not reflect the intent of the Master Plan. He said we alt - ordinances to fit. He asked Hughes if this situation --- now. Hughes said yes, this is a site plan approN categories where your discretion is broader. Bu doesn' t think they could not pas this one if all o. Sessions said she thought they had always voted information they have. She said she thought this it would be appropriate to approve this request wi Hughes said the only control you have on the nurr, limited density are the parking requirements, the ht regards to site plan review, if the plan meets all of t build what the ordinance permits. Vote was 4, Woh 1, Sessions, opposed. eel N, ,,4 le5 CedIr �rres alter the 1 place tst and he )wed. and the sked if motion. tf i with , and 1 of 1 4/17/2006 10:37 AM DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisen =il nc@bellsouth.net INVOICE Date June 6, 2006 Invoice # 20510001carson Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Silver Street Condominiums Tybee Island, GA 09 -20 -05 1.5 Review of resubmittal & comment letter (correspondence file #20510006) 10 -26 -05 1.0 Plan review and concurrence letter (correspondence file #2051000c) 06 -01 -05 1.0 Plan review and concurrence letter (correspondence file #2051000d) 3.5 hours @ $130/hour = $455 Total Due This Invoice DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisem inc bellsouth.net June 1, 2006 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786 -9539 RE: Silver Avenue Condominiums for The Carson Company Dear Mr. Anderson: We have reviewed the revised plans by Boswell Design Services, Inc. showing the lowering of the below grade parking area. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. I do not prefer this design; however, it does not appear to violate any codes, regulations, etc... outside of the building footprint. As always, my review does not encompass the building footprint. Within the scope of our design review, to the best of my knowledge and belief, these revised plans meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2051000F Uct eb US U3:25p J Whitley Reynolds 912 352 7787 p,l DAVIS ENGINEERMG, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 October 26, 20115 davisen inc ells uth net Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786 -9539 RE: Silver Avenue Condominiums for The Carson Company Dear Mr. Anderson: We have reviewed the revised plans by Boswell Design Services, Inc. Our review is limited to engineering issues. We have not attempted to duplicate die work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. Within the scope of our design review, to the best of my knowledge and belief, these plans meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project - Please contact in if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2051000C OCT -26 -2005 16:38 912 352 7787 95% P.01 C DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisenginc @bellsouth. net September 20, 2005 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Silver Avenue Condominiums for The Carson Company Dear Mr. Anderson: I offer the following comments from my review of the plans and exhibits submitted. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. 1) The only water and sewer concern is the fire flow calculations. The fire flow reports provided from Tybee are around a year and a half old. With the low residual pressures shown and the recent development approved, it is my recommendation that a larger main replace the 2" portion of the water loop out to Butler Avenue. This will require plan revision and additional calculations. 2) Replace the amount of retention in the depressed area in the southeast comer that is eliminated by the filling for the proposed development. Once the necessary revisions are completed and resubmitted, it is my opinion these plans will meet the conditions of the requirements of the Land Development Code of the City of Tybee Island. EPD approval may be required for any water loop. Sincerely, 5 Downer K. Davis, E. President 2051000b 09/21/2022 10:44 9127865302 DDWNERDAVIS PAGE 01 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davispnizinc@W-150—uth net September20,2005 Dee Anderson, Zoning Administrator City of Tybee Island RECEIVEDp� P.O. Box 2749 !, Tybec Island, GA 31328 4 -'L o - y S ° Phone (912)786.4573 (912)786 -9539 AE: Silver Avenue Gond miniums for The Carson Company Slyo4(d 6e Dear Mr. Anderson: 5 0 l , A-9-- $�bd -too. Sv6A:J:s ;o 1offer the following comments om my review of the plans and exhibits submitted. ZrevsjeQ-i0srlimited to engineering issues. We have ot attempted w duplicate the work of the Planning ommisn City staff with regard to setbacks, den _ty or other zoning or subdivision regulation issues. 1) Building placement will revised w eliminate the encroachments,shown into the utility easements, drainage ease cuts, and setbacks. As BSLs are shown inside easements, add notes clarifying that constnretio of structures is not allowed in the easements or move the BSLs appropriately. 2) Add cleanouts to all 4" sari sewer lateral bends and�at restricting lengdrs. 3) Tapping saddle detail is acre ble for I" services. At vise plans to eliminate reference to tapping sleeves. 4) Provide detail for cormectmg a 5) Justify use of individual peak di that 15gpm should be used. 6) Provide area fire hydrant flows to water services. 7) Provide notes requiring appropria the installation of the water an 8) Demonstrate that filling of are to the east. services to existitmg sanitary sewer mains. harge of4orn in considering 1" services. It is my understating use of 1" services to Lots 1 & 2 or use larger diameter regarding protection of roots of the 42" Live Oak from vices. Provide protection for other trees to remain. the east site of Lot 1 will not block runoff from the lot 9) Swale grades along the of Lot 5 sbould� comment applies to 3. 10) Time biauninous par replacement not is Once the necessary rcvts are caarplcted and resuboul conditions of the requ' meats o£the Lod Development may be required fa y water loop. SinVJcere'l'y-, / Downer K�I�`(viids, Jr .E. President lower than the Aamcer pavement. The same appropriate for a gravel road. it is trey opumoa these piaos wi0 tneet the e of the City ofTYbae I b"& l3PD appeovd SEP -20 -2005 17:29 9127865302 98i 205096ob DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 dayisenginc@bellsouth.net INVOICE Date September 9, 2005 Invoice # 20510001 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786 -9539 (^d S. n C D . RE: Silver Street Condominiums fo ion on Silver St. Tybee Island, GA 03- -05 0.5 Initial review of incomplete submittal 04 -19 -05 1.5 Review of resubmittal & comment letter (correspondence file #2050260c) 05 -17 -05 1.0 Plan review and comment letter (correspondence file #2050060d) 05 -30 -05 1.5 Plan review and comment letter (correspondence file #2050060e) 09 -09 -05 1.0 Final revies and concurrence letter (correspondence file 42050060f) 5.5 hours @ $130/hour = $650 Total Due This Invoice 09 -24 -05 received check #24378 dated 09 -23 -05 for $650 Additional Water and Retention Pond Calculations for Silver Avenue Condominiums Silver Avenue Tybee Island, Georgia FOR Mr. Walter Carson, Jr. The Carson Company 2807 Roger Lacy Avenue Savannah, Georgia 31404 October, 2005 BOSWELL DESIGN SERVICES, INC- f 03 NASSAUDRIVE SAVANNAH, GEORGIA 9 12.897 -6932 C% a 2 of _ � o U) 4 N 2 o � S 1500'00 W �� Q 70.67 — 1 x.00 ',� B' N II `a Qom i c°��I°''� sa �= II 1n Q 11 NLO� I J f p I I / 4- - IA fig K > Z(q [ -OD r lip S 1500'00 W �� Q 70.67 — 1 B' Z �= II [ colt (nom Z(q [ -OD r lip O<, so I I W e W III [ N Is�[ �W II WVF� WW1 4 >mIMI r— mil - 07zo� -� KQUZ [ II I ' Oct 14 05 01:12p TIFD - ° °° --- -YBEE ISLAND FIRE DEPARTMENT HYDRANT LOCATION: Silver Avenue @ Strand LIVIIR ANT NUMBER: # 1 STATIC PITOT RESIDUAL FLOW DATE TIME C ORr CrCW, jGREASE INITIAL Cot 1 F3 'Z T-!O o 05 076V CE D O -1. C o TYBEE ISLAND FIRE DEPARTMENT HYDRANT LOCAT ?ON: 17th Street @ Butler Avenue HYDRANT NUMBFR: g STATIC PiTOT RESIDUAL FLOW DATE TIME C OR CCW L E E aAS INITIAL Cot 1 F3 'Z T-!O o 05 076V CE D I ! 1 so� Od � • M 0 d 4 � a 0 a- LL 8 � tl U% e C() z a 0 ¢ C)O Sb �o V O N � d O 0' _a Cn 6 a-- dl Worksheet for WCC- SILVER -W- PIPE -1 Project Description Flow Element: Pressure Pipe Friction Method: Hazen - Williams Formula Solve For. Pressure at 2 Input Data Pressure at 1: 44.00 psi Elevation at 1: 9.00 ft Elevation at 2: 9.00 ft Length: 385.00 ft Roughness Coefficient: 150.000 It Diameter: 8.00 In Discharge: 180.00 gal /min Results Pressure at 2: 43.90 psi Headloss: 0.23 it Energy Grade at 1: 110.51 ft Energy Grade at 2: 110.28 It Hydraulic Grade at 1: 110.49 It Hydraulic Grade at 2: 110.26 it Flow Area: 0.35 ft' Wetted Perimeter: 2.09 ft Velocity: 1.15 ft /S Velocity Head: 0.02 ft Friction Slope: 0.05856 % Worksheet for WCC- SILVER -W- PIPE -2 Project Description Flow Element: Pressure Pipe Friction Method: Hazen - Williams Formula Solve For: Pressure at 2 Input Data 43.86 psi Pressure at 1: 43.90 psi Elevation at 1: 9.00 It Elevation at 2: 9.00 ft Length: 150.00 ft Roughness Coefficient: 150.000 It Diameter: 8.00 In Discharge: 180.00 gal/min Results Pressure at 2: 43.86 psi Headloss: 0.09 ft Energy Grade at 1: 110.28 It Energy Grade at 2: 110.19 ft Hydraulic Grade at 1: 110.26 ft Hydraulic Grade at 2: 110.17 It Flow Area: 0.35 ft' Wetted Perimeter: 2.09 ft Velocity: 1.15 ft s Velocity Head: 0.02 It Friction Slope: 0.05856 % Worksheet for WCC- SILVER -W- MANIFOLD Project Description 150.000 Flow Element: Pressure Pipe Friction Method: Hazen - Williams Formula Solve Far: Pressure at 2 Input Data Pressure at 1: 43.90 psi Elevation at 1: 9.00 ft Elevation at 2: 9.00 ft Length: 25.00 ft Roughness Coefficient: 150.000 Diameter: 4.00 in Discharge: 180.00 galimin Results Pressure at 2: 43.71 psi Headloss: 0.43 ft Energy Grade at 1: 110.59 ft Energy Grade at 2: 110.16 ft Hydraulic Grade at 1: 11026 ft Hydraulic Grade at 2: 109.83 It Flow Area: 0.09 ft' Wetted Perimeter: 1.05 ft Velocity: 4.60 ft/s Velocity Head: 0.33 ft Friction Slope: 1.71293 % Worksheet for WCCSILVER -W -LAT Project Description Flow Element Pressure Pipe Friction Method: Hazen - Williams Formula Solve For: Pressure at 2 Input Data Pressure at 1: 43.70 psi Elevation at 1: 9.00 ft Elevation at 2: 30.00 ft Length: 50.00 ft Roughness Coefficient: 150.000 Diameter: 1.00 in Discharge: 15.00 gal/min Results Pressure at 2: 31.41 psi Headloss: 7 -35 It Energy Grade at 1: 110.38 ft Energy Grade at 2: 103.03 It Hydraulic Grade at 1: 109.80 ft Hydraulic Grade at 2: 102.44 It Flow Area: 0.01 tt' Wetted Perimeter: 0.26 ft Velocity: 6.13 fills Velocity Head: 0.58 It Friction Slope: 14.70657 % Exhibit 8 Fire Protection Design Requirements This exhibit must be submitted for all private development projects that will be served by the City of Savannah public water system within the Corporate Limits of the City. PROJECT S1tvF-e cmwwos F19- 4Z-A9&tJ DATE: ►° - ►4- oS LOCATION StWEe P.vE T ,4gis, ISwr�,p WILL THE PROJECT INCLUDE A SPRINKLER SYSTEM? YES ✓ NO_ If yes, the system must be designed in accordance with NFPA 13, and the following additional question must be answered: WILL THE SPRINKLER SYSTEM IN PLUDE A BOOSTER PUMP OR THE USE OF CHEMICALS? YES_ NO If yes, a reduced pressure zone (RPZ) type backfiow preventor must be installed on the water service lateral that will supply the system, in accordance with the City of Savannah's specifications and details. 1. NEEDED FIRE FLOW (NFF): The Needed Fire Flow (NFF) for a proposed facility must be calculated in accordance with the Insurance Services Office (ISO) "Fire Suppression Rating Schedule ", current edition. The ISO calculation to determine the NFF for a proposed facility considers the construction, occupancy, exposure, and communication of a building or fire division as follows: A. Construction Factor (C): The portion of the NFF attributed to the construction and area of the proposed building is determined by the following formula: C = 18 , F * (A)0 5 , where F = Coefficient related to the class of construction: =1.5 for Construction Class 1 (Frame) =1.0 for Construction Class 2 (Joisted Masonry) Page 1 = 0.8 for Construction Class 3 (Non - combustible) and Construction Class 4 (Masonry Non - combustible) = 0.6 for Construction Class 5 (Modified Fire Resistive) and Construction Class 6 (Fire Resistive) A = Effective area Note: Refer to the ISO Fire Suppression Rating Schedule for a detailed description of how to calculate the Construction Factor when the building Construction Class is mixed. Class of Construction Factor (F): 1.0 Effective Area (A): Soo square feet Calculated Construction Factor (C) 0 C = G ioc I. ox = so9 B. Occupancy Factor (0): gallonsiminute (gpm) The portion of the NFF attributed to the occupancy of the proposed building is determined by the following factors: Occupancy Combustibility Class C -1 (Non - combustible) C -2 (Limited Combustible) C -3 (Combustible) C-4 (Free Burning) C -5 (Rapid Burning) Occupancy Factor (0): .. C. Exposures (X) and Communication Factors (P): Occupancy Factor (0) 0.75 0.85 1.00 1.15 1.25 The portion of the NFF attributed to exposed and communicating buildings shall be determined in accordance with ISO Fire Suppression Rating Schedule. Exposure Factor (X): Communication Factor (P): 0.15 0.D Page 2 D. Calculation of Needed Fire Flow (NFF): The Needed Fire Flow (NFF) for the facility shall be calculated using the following formula: NFF = C * O * (X +P) ; =7 GS��(o.85�(I -�S� = 491.5 '/— Sao (X +P) ; = 1.0 + • (X ; + P ;), maximum 1.75, where n = number of i =t �> I + (o{ 0. +5) = 1.15 sides of subject building. Calculated Needed Fire Flow (NFF): 2. AVAILABLE FIRE FLOW (AFF): .0 sM The Available Fire Flow (AFF) must be calculated based on hydrant flow testing and supplemental hydraulic analyses. The AFF will represent the fire flow that is available from the public water system at the existing or proposed hydrant nearest to the proposed facility at a residual pressure of 20 psi. The following formula, which was developed by the ISO, can be used to adjust data from a hydrant flow test to determine the available fire flow at that location at 20 psi: Q20 = Qt * (PS - P20)0-! where (PS ' Pt) 0.54 Q20 = Available fire flow at a residual pressure of 20 psi (gpm) Qt = Hydrant flow during test (gpm) PS = Static pressure measured before hydrant flow test (psi) P20 = 20 psi (desired residual pressure) Pt = Residual pressure measured during hydrant flow test (psi) Note: The City of Savannah will provide one hydrant flow test at a location selected by the design consultant for no charge, which can be used as the basis for this calculation. Hydrant Flow Rate During Test (QJ: 1,110 gpm Static Pressure Before Flow Test (P,): 1� 2- psi Residual Pressure During Flow Test (PJ: 4.4 ps Calculated Available Fire Flow (AFF): 11850 gpm Page 3 54, lb50 7 500 ro 0.1Z . M "shL\iri7b-1 I[flL11Yi161N The hydrant distribution in the vicinity of a proposed facility must be sufficient to ensure that the NFF can be delivered. A credit will be applied for each existing or proposed hydrant based on the following ISO criteria: DISTANCEFRoMTHE HYDRANT To THE PROPOSED FAcam (FEET)' FiREFLOw CREorr (GALLONSIMINUTE) 0 to 300 1,000 301 to 600 670 601 to 1,000 250 The distance from the hydrant to the proposed facility must be measured as the fire hose can be laid by apparatus (i.e., along roads and driveways as a vehicle would drive). Only 50 feet of the distance can be cross - country where the fire hose would be laid by hand at the hydrant. HYDRANT DisTRsuTm SUMMARY FoR PROPOSED FAcRm DISTANCE FROM THE EXISTING AND PROPOSED HYDRANTTOTHE PROPOSED FAcuw (FEET) Fw FLow CREDIT (GALLONS/MUTE) 535 ion o $ 50� (o -70 tpxss TOTALCREDIT(GAu oNshmNUTE): F B 1340 11340 ttv, � 500 :. a . I4 . Calculated by: M. 1�ri� >Y.a.c- Date: to- l4- o 5 Page 4 HYDROLOGY REPORT for Silver Avenue Condominiums Silver Avenue Tybee Island, Georgia FOR Mr. Walter Carson, Jr. The Carson Company 2807 Roger Lacy Avenue Savannah, Georgia 31404 August, 2005 BOSWELL DESIGN SERVICES, INC. T 03 NASSAU DRIVE SAVANNAH, GEORGIA 912-897 -6932 IIYDROLOGY REPORT For Silver Avenue Condominiums Silver Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 4 percent. The proposed project will consist of construction of a new 4,800 sf, twelve unit condominium. The new project will also have paving, parking, water, sewer and retention. The total site is 0.23 acres with the estimated disturbed area being 0.11 acres. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cue (Chipley -Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre - development and post - development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAiNAGEAREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT WEIGHTED AVERAGE = 0.38 POST - DEVELOPMENT RUN -OFF COEFFICIENT WEIGHTED AVERAGE = 0.79 IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = 2% POST DEVELOPMENT SLOPE = 2% TIME OF CONCENTRATION PRE - DEVELOPMENT = 10 MINUTES TIME OF CONCENTRATION POST- DEVELOPMENT = 10 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN -OFF RATE (25 YEAR sTORna) PRE - DEVELOPMENT RUN -OFF = 0.58 CFS POST - DEVELOPMENT RUN -OFF = 1.20 CFS TOTAL INCREASE IN RUN -OFF = 0.62 CFS POST DEVELOPMENT INFILTRATION RATE = 0.01 CFS (ASSUMES INFILTRATION OF 30 MINUTES PER INCH) Storm water will be directed by existing conditions but will also be routed by gutters, downspouts, paving and swales. Storm water will then be directed toward the proposed retention facility where it will be limited to the infiltration rate by existing soils. The proposed retention pond volume will be increased by utilizing gravel and "Rainstore" technology below the bottom of the pond. SWALE/NFORMAT /ON N.A. Reservoir Report Reservoir No. 1 - WCC- SILVER- CONDO -25 -POND Pond Data Bottom area = 450.0 sqft Side slope = 1.0:1 Bottom elev. = 8.80 ft Stage / Storage Table Stage Elevation Contour area Incr. Storage Total storage ft ft sqft cuft cuft 0.00 8.80 450 0 0 0.15 8.95 463 68 68 0.30 9.10 476 71 139 0.45 9.25 489 73 212 0.60 9.40 502 75 287 0.75 9.55 516 77 364 0.90 9.70 530 80 444 1.05 9.85 544 82 526 1.20 10.00 558 85 611 1.35 10.15 572 88 700 1.50 10.30 586 91 791 Culvert / Orifice Structures [A] [B] [C] [D] Rise in = 0.0 0.5 0.0 0.0 Span in = 0.0 0.5 0.0 0.0 No. Barrels = 0 1 0 0 Invert El. ft = 0.00 8.80 0.00 0.00 Length ft = 0.0 0.0 0.0 0.0 Slope % = 0.00 0.00 0.00 0.00 N -Value = .000 .013 .000 .000 Drif. Coeff. = 0.00 0.60 0.00 0.00 Multi -Stage = -- No No No Stage / Storage / Discharge Table Weir Structures Page 1 English Depth = 1.50 ft Tailwater Elevation = 0.00 ft Note: All ou0lo have been analyzetl under inlet and outlet control. Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 [A] [B] [C] [D] Crest Len ft = 0.00 0.00 0.00 0.00 Crest El. ft = 0.00 0.00 0.00 0.00 Weir Coeff. = 0.00 0.00 0.00 0.00 Eqn. Exp. = 0.00 0.00 0.00 0.00 Multistage = No No No No Tailwater Elevation = 0.00 ft Note: All ou0lo have been analyzetl under inlet and outlet control. Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 8.80 - -- 0.00 - -- - -- -- - -- - -- - -- 0.00 0.02 7 8.82 - -- 0.00 - -- - -- - -- - -- 0.00 0.03 14 8.83 - -- 0.00 - -- -- - - -- - -- 0.00 0.05 21 8.85 - -- 0.00 - - -- - -- - -- - -- -- 0.00 0.06 27 8.86 -- 0.00 - -- - -- -- - -- 0.00 0.08 34 8.88 - 0.00 - -- - - - -- - -- -- 0.00 0.09 41 8.89 - -- 0.00 - -- - -- -- - -- - -- - -- 0.00 0.11 48 8.91 - -- 0.00 - -- -- -- -- - 0.00 0.12 55 8.92 - 0.00 - -- - -- - -- 0.00 0.14 62 8.94 -- 0.00 - - - -- - -- - -- - -- 0.00 0.15 68 8.95- - -- 0.00 - -- -- -- -- - -- 0.00 Continues on next page... W CC -SILV ER- CONDO- 25 -PON D Stage / Storage / Discharge Table Page 2 Stage Storage Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Discharge ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.17 76 8.97 - 0.00 - -- - - - -- 0.00 0.18 83 8.98 -- 0.00 - -- - - - -- 0.00 0.20 90 9.00 - -- 0.00 - - - - - - 0.00 0.21 97 9.01 -- 0.00 - -- - -- - -- - -- - - -- 0.00 0.23 104 9.03 - -- 0.00 -- -- - - - - -- 0.00 0.24 111 9.04 - 0.00 -- - -- - -- - - - -- 0.00 0.25 118 9.06 -- 0.00 - - - -- - -- - - 0.00 027 125 9.07 -- 0.00 -- - - - - - -- 0.00 0.28 132 9.09 - -- 0.00 - -- - -- - -- - -- - 0.00 0.30 139 9.10 - 0.00 - -- - - - - 0.00 0.31 146 9.12 - 0.00 - -- - - - - -- - -- 0.00 0.33 154 9.13 -- 0.00 - - - - -- - -- - -- 0.00 0.34 161 9.15 - -- 0.00 - -- -- - - - -- - -- 0.00 0.36 168 9.16 -- 0.00 - -- - -- 0.00 0.37 175 9.18 - -- 0.00 -- -- -- - - -- 0.00 0.39 183 9.19 -- 0.00 -- -- -- - -- - -- - -- 0.00 0.40 190 9.21 - 0.00 - -- - - -- - -- 0.00 0.42 197 9.22 - -- 0.00 - -- - -- - -- - -- - -- 0.00 0.43 204 9.24 - -- 0.00 - - -- - -- - -- 0.00 0.45 212 9.25 -- 0.00 - -- - -- - - -- 0.00 0.47 219 9.27 - -- 0.00 -- - - - -- - -- 0.00 0.48 227 9.28 - -- 0.00 - -- - -- - -- - -- -- - -- 0.00 0.50 234 9.30 - 0.00 - -- - - -- -- 0.00 0.51 242 9.31 - -- 0.00 -- - -- - -- -- -- - -- 0.00 0.52 249 9.33 - -- 0.00 - -- -- -- - -- 0.00 0.54 257 9.34 -- 0.00 - - -- -- -- 0.00 0.55 264 9.36 -- 0.00 - -- - -- - -- - -- - -- 0.00 0.57 272 9.37 - 0.00 - -- - -- - -- - -- - -- - -- 0.00 0.58 279 9.39 - 0.00 -- -- - - - -- 0.00 0.60 287 9.40 - -- 0.00 - -- -- - -- - -- 0.00 0.62 294 9.42 -- 0.01 -- - - -- - -- 0.01 0.63 302 9.43 - -- 0.01 - -- - -- - -- -- - 0.01 0.64 310 9.45 - -- 0.01 -- - -- - -- - -- 0.01 0.66 318 9.46 -- 0.01 -- - - -- - -- - -- - -- 0.01 0.67 325 9.48 - -- 0.01 - - - - - - -- 0.01 0.69 333 9.49 - -- 0.01 -- - - -- - -- - -- - -- 0.01 0.70 341 9.51 - -- 0.01 - -- -- - -- - -- 0.01 0.72 348 9.52 - -- 0.01 - -- - -- - -- - -- 0.01 0.73 356 9.54 -- 0.01 - -- - - -- - -- - -- - -- 0.01 0.75 364 9.55 - 0.01 - -- - - -- - -- 0.01 0.76 372 9.57 - -- 0.01 - - -- - -- -- - -- - -- 0.01 0.78 380 9.58 - -- 0.01 -- -- - - -- - -- 0.01 0.79 388 9.60 - 0.01 - -- - -- - -- - - -- - -- 0.01 0.81 396 9.61 -- 0.01 -- -- -- - 0.01 0.82 404 9.63 - 0.01 - -- -- - -- - -- - -- 0.01 0.84 412 9.64 - -- 0.01 - -- -- - - - -- 0.01 0.85 420 9.66 - 0.01 - -- -- - -- -- - -- 0.01 0.87 428 9.67 - 0.01 -- - - - -- - -- - -- 0.01 0.88 436 9.69 - -- 0.01 - -- -- -- - -- 0.01 0.90 444 9.70 - 0.01 - -- - -- -- - - - 0.01 0.91 452 9.72 - 0.01 - -- -- -- - -- - -- 0.01 0.93 460 9.73 - 0.01 - -- - -- - -- -- - -- 0.01 0.94 468 9.75 - -- 0.01 - - - - -- 0.01 Continues on next page... W CC -SILV ER- CONDO -25 -BON D Stage I Storage I Discharge Table Page 3 Stage Storage Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs C% cfs cfs 0.96 477 9.76 - -- 0.01 - -- -- - -- - -- - -- 0.01 0.97 485 9.78 - 0.01 - -- -- - -- - -- 0.01 0.99 493 9.79 - -- 0.01 -- - -- - -- -- - - -- 0.01 1.00 501 9.81 -- 0.01 - -- -- -- - -- - 0.01 1.02 510 9.82 - 0.01 - -- - -- - - -- - -- 0.01 1.03 518 9.84 - 0.01 -- - - -- - -- - -- 0.01 1.05 526 9.85 -- 0.01 -- -- - 0.01 1.06 535 9.87 - 0.01 - - -- -- -- 0.01 1.08 543 9.88 - -- 0.01 - -- - -- - -- - -- - -- 0.01 1.09 552 9.90 -- 0.01 - - -- - -- 0.01 1.11 560 9.91 -- 0.01 -- - -- - -- - -- - -- - 0.01 1.12 569 9.93 -- 0.01 - -- - -- - -- - -- -- - -- 0.01 1.14 577 9.94 - -- 0.01 -- - - -- - -- - 0.01 1.15 586 9.96 - 0.01 - - - - 0.01 1.17 594 9.97 - -- 0.01 - -- - -- -- - -- - -- 0.01 1.18 603 9.99 - 0.01 -- - -- - -- - -- - -- 0.01 1.20 611 10.00 - -- 0.01 - -- - -- - - -- 0.01 1.21 620 10.02 - -- 0.01 - -- - -- - -- - -- 0.01 1.23 629 10.03 -- 0.01 - -- - -- -- - -- - -- - -- 0.01 1.24 638 10.05 -- 0.01 -- - -- - -- - -- - -- -- 0.01 1.26 647 10.06 - -- 0.01 - -- - -- - - -- - -- - -- 0.01 1.27 656 10.08 -- 0.01 - -- - -- -- - -- - 0.01 1.29 664 10.09 -- 0.01 -- - -- - -- - - -- - -- 0.01 1.30 673 10.11 - -- 0.01 -- - -- - -- - -- - -- 0.01 1.32 682 10.12 - -- 0.01 - -- - -- -- - -- - -- - -- 0.01 1.33 691 10.14 -- 0.01 - -- -- - -- - -- - -- - -- 0.01 1.35 700 10.15 - -- 0.01 - - -- - -- - -- - -- 0.01 1.36 709 10.16 - -- 0.01 - -- - -- -- - -- - -- - -- 0.01 1.38 718 10.18 - -- 0.01 - - -- - -- -- - - -- 0.01 1.39 727 10.20 - -- 0.01 - -- -- -- -- 0.01 1.41 736 10.21 - -- 0.01 - -- - -- - -- - - -- - -- 0.01 1.42 745 10.23 -- 0.01 - -- -- - - -- - -- 0.01 1.44 754 10.24 - -- 0.01 - -- - - -- - -- - -- - -- 0.01 1.45 763 10.26 - -- 0.01 - -- -- - - - -- - -- 0.01 1.47 772 10.27 -- 0.01 - - -- -- 0.01 1.48 782 10.29 - -- 0.01 - -- - -- - -- - - -- - -- 0.01 1.50 791 10.30 - -- 0.01 -- - - -- - -- - -- - -- 0.01 End CW CALCULA77ONS IMPERVIOUS AREA= 0.01 AC. PERVIOUS AREA = 0.22 AC TOTAL = 0.33 AC (0-0 1 x 0.95) + (0.22 x.35) / 0.23 = 0.38 CW PRE - DEVELOPED FACTOR = 0.38 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.1 7 AC. PERVIOUS AREA = 0.06 AC TOTAL = 0.23 AC (0. 17 x 0.95) + (0.06 x.35) / 0.23 = 0.79 CW POST - DEVELOPED FACTOR = 0.79 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (Cfs) Time Interval (min) Time to peak (min) Volume (CUM Realm period (yrs) Inflow hyd(s) Maximum elevation (R) Maximum storage (CUR) Hydrograph description 1 Rational 0.58 1 10 346 25 -- WCC- SILVER- CONDOS- 2 Rational 1.20 1 10 719 25 — — WCC- SILVER- CONDOS- 3 Reservoir 0.01 1 20 516 25 2 10.17 713 ii I Proj. file: WCC- SILVER -COND S- Fi.>NNAH.IDF Run date: 08 -27 -2005 Hydrograph Plot English Hyd. No. 1 WCC -SILVER- CONDOS -25 -PRE Hydrograph type = Rational Storm frequency = 25 yrs Drainage area = 0.2 ac Intensity = 6.59 in I -D -F Curve = SAVANNAH.IDF cY Peak discharge = 0.58 cfs Time interval = 1 min Runoff coeff. = 0.38 Time of conc. (Tc) = 10 min Reced. limb factor= 1 Total Volume = 346 cult 1 - Rational - 25 Yr - Qp = 0.58 cfs Time (min) / Hyd. 1 I I _5 �I Hydrograph Plot English Hyd. No. 2 WCC -SILVER- CONDOS -25 -POST Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve a = Rational = 25 yrs = 0.2 ac = 6.59 in = SAVANNAH.IDF Peak discharge = 1.20 cfs Time interval = 1 min Runoff coeff. = 0.79 Time of conc. (Tc) = 10 min Reced. limb factor= 1 Total Volume = 719 cult 2 - Rational - 25 Yr - Qp =1.20 cfs Time (min) / Hyd. 2 Hydrograph Plot Hyd. No. 3 Hydrograph type = Reservoir Storm frequency = 25 yrs Inflow hyd. No. = 2 Max. Elevation = 10.17 ft Stomge Indication melhod used 1. I 1. I � Ci 19 English Peak discharge = 0.01 cfs Time interval = 1 min Reservoir name = WCC- SILVER -COND Max. Storage = 713 cuft Total Volume = 516 cuft 3 - Reservoir - 25 Yr - Qp = 0.01 cfs j I 5 10 15 Time (hrs) / Hyd. 2 / Hyd. 3 Hydrograph Plot Hyd. No. 3 Hydrograph type = Reservoir Storm frequency = 25 yrs Inflow hyd. No. = 2 Max. Elevation = 10.17 ft Storage Indication methotl used. 1 1 r- 9. v d W n 9.1 U English Peak discharge = 0.01 cfs Time interval = 1 min Reservoir name = WCC- SILVER -COND Max. Storage = 713 cuft Total Volume = 516 cult 3 - Reservoir - 25 Yr - Max. El. =10.17 ft Time Mrs) 20 25 otJ �^� 2S'o g YOP.aI� � � S\ So"iTO rv` 120.7E z i" _ •083 �" , 083 T+ 3a Mj4 `tJ F%� - =�T I L c .off c� s RERZ \/ot_.. ►Po t-AD 1.3"1 �• 3' 1 •g4• = M si z.-14s� �T " q.62 Pont. = C 191 -PE c� 577 Z14 :W c� c�re� fFNC Rl�dw�5f02E ( iflEEP 12S , L b"tl) ( 3.33 , W 10>=) S„ Z1a o B 7 + � _ ci 83-1 7 103b o. K. 5-7-7 841� c z-IZ F2�S c� wf�-r G(z AN)b SELJ ER C/>t�c25 17 05 10:47a TIF^ 1- 888 -550 -8219 p.1 TYBEE ISLAND FIRE DEPARTMENT HYDRANT LOCATION: Silver Avenue 6 Strand HYDRANT NUMBER: # 1 STATIC PITOT RESIDUAL FLOW DATE TIME C OR CCW OIL or GREASE INITIAL 103 (a o 10 t (p 4�0 iz122 R9 la,.00 19' -0o ccto CCU c S A-alL Ain 2 �9 D lslo ODD Ct,J s Worksheet for WCC- SILVER -W- PIPE -1 Project Description 62.80 Flow Element: Pressure Pipe Friction Method: Hazen- Williams Formula Solve For: Pressure at 2 Input Data Pressure at 1: 62.80 psi Elevation at 1: 9.00 ft Elevation at 2: 9.00 ft Length: 385.00 ft Roughness Coefficient: 150.000 Diameter: 6.00 in Discharge: 50.00 gal /min Results Pressure at 2: 62.79 psi Headloss: 0.02 it Energy Grade at 1: 153.85 ft Energy Grade at 2: 153.83 ft Hydraulic Grade at 1: 153.85 ft Hydraulic Grade at 2: 153.83 ft Flow Area: 0.35 ft' Wetted Perimeter: 2.09 ft Velocity: 0.32 ft/s Velocity Head: 0.00 ft Friction Slope: 0.00546 % Worksheet for WCC- SILVER -W- PIPE -2 Project Description 62.79 Flow Element: Pressure Pipe Friction Method: Hazen - Williams Formula Solve For: Pressure at 2 Input Data Pressure at 1: 62.79 psi Elevation at 1: 9.00 It Elevation at 2: 9.00 ft Length: 150.00 it Roughness Coefficient: 150.000 it Diameter: 8.00 in Discharge: 50.00 gal /min Results Pressure at 2: 62.79 psi Headloss: 0.01 It Energy Grade at 1: 153.83 ft Energy Grade at 2: 153.82 It Hydraulic Grade at 1: 153.83 it Hydraulic Grade at 2: 153.82 ft Flow Area: 0.35 ft' Wetted Perimeter: 2.09 ft Velocity: 0.32 fus Velocity Head: 0.00 ft Friction Slope: 0.00546 % Worksheet for WCC- SILVER -W- MANIFOLD Project Description 62.79 Flow Element: Pressure Pipe Friction Method: Hazen - Williams Formula Solve For: Pressure at 2 Input Data Pressure at 1: 62.79 psi Elevation at 1: 9.00 It Elevation at 2: 9.00 ft Length: 25.00 It Roughness Coefficient: 150.000 Diameter: 4.00 in Discharge: 50.00 gal /min Results Pressure at 2: 62.77 psi Headloss: 0.04 R Energy Grade at 1: 153.86 It Energy Grade at 2: 153.82 ft Hydraulic Grade at 1: 153.83 ft Hydraulic Grade at 2: 153.79 It Flow Area: 0.09 R' Wetted Perimeter: 1.05 ft Velocity: 1.28 Itls Velocity Head: 0.03 ft Friction Slope: 0.15979 % Worksheet for WCC- SILVER -W -LAT Project Description 62.77 Flow Element: Pressure Pipe Friction Method: Hazen - Williams Formula Solve For Pressure at 2 Input Data Pressure at 1: 62.77 psi Elevation at 1: 9.00 ft Elevation at 2: 30.00 ft Length: 50.00 ft Roughness Coefficient: 150.000 Diameter: 1.00 in Discharge: 4.00 gal/min Results Pressure at 2: 53.39 psi Headloss: 0.64 ft Energy Grade at 1: 153.83 ft Energy Grade at 2: 153.19 ft Hydraulic Grade at 1: 153.78 ft Hydraulic Grade at 2: 153.15 ft Flow Area: 0.01 W Wetted Perimeter: 0.26 ft Velocity: 1.63 fus Velocity Head: 0.04 ft Friction Slope: 1.27201 % ��L �� L L 0 N ' r n - 6 c . a d b 0 N e z r . . n l �� o c a c ' r r V o o I t v C �� a $ 0 0 L o o o o _ a ? �� a 0 a d b 0 N e z r . . n l �� o c a c ' r r V o o I t v C �� Exhibit 8 Fire Protection Design Requirements This exhibit must be submitted for all private development projects that will be served by the City of Savannah public water system within the Corporate Limits of the City. PROJECT SII.YE12 Cof Das Foe C6e6OO DATE: 8 -28 -DE LOCATION Slw" 61/F- IuOfiE IsuatzCp WILL THE PROJECT INCLUDE A SPRINKLER SYSTEM? YES ENO_ If yes, the system must be designed in accordance with NFPA 13, and the following additional question must be answered: WILL THE SPRINKLER SYSTEM INCLUDE A BOOSTER PUMP OR THE USE OF CHEMICALS? YES NO L-� If yes, a reduced pressure zone (RPZ) type backflow preventor must be installed on the water service lateral that will supply the system, in accordance with the City of Savannah's specifications and details. 1. NEEDED FIRE FLOW (NFF): The Needed Fire Flow (NFF) for a proposed facility must be calculated in accordance with the Insurance Services Office (ISO) "Fire Suppression Rating Schedule ", current edition. The ISO calculation to determine the NFF for a proposed facility considers the construction, occupancy, exposure, and communication of a building or fire division as follows: A. Construction Factor (C): The portion of the NFF attributed to the construction and area of the proposed building is determined by the following formula: C= 18"F "(A)05,where F = Coefficient related to the class of construction: = 1.5 for Construction Class 1 (Frame) = 1.0 for Construction Class 2 (Joisted Masonry) Page 1 = 0.8 for Construction Class 3 (Non - combustible) and Construction Class 4 (Masonry Non - combustible) = 0.6 for Construction Class 5 (Modified Fire Resistive) and Construction Class 6 (Fire Resistive) A = Effective area Note: Refer to the ISO Fire Suppression Rating Schedule for a detailed description of how to calculate the Construction Factor when the building Construction Class is mixed. Class of Construction Factor (F): 1.0 Effective Area (A): 8x>e> square feet Calculated Construction Factor (C): 5a9 gallons /minute (gpm) C = 5 = 5CR B. Occupancy Factor (0): The portion of the NFF attributed to the occupancy of the proposed building is determined by the following factors: Occupancy Combustibility Class C -1 (Non - combustible) C -2 (Limited Combustible) C -3 (Combustible) C-4 (Free Burning) C -5 (Rapid Burning) Occupancy Factor (0): 0.275 C. Exposures (X) and Communication Factors (P): Occupancy Factor (0) 0.75 0.85 1.00 1.15 1.25 The portion of the NFF attributed to exposed and communicating buildings shall be determined in accordance with ISO Fire Suppression Rating Schedule. Exposure Factor (X): 0. I$ Communication Factor (P): Page 2 D. Calculation of Needed Fire Flow (NFF): The Needed Fire Flow (NFF) for the facility shall be calculated using the following formula: NFF = CEO *(X +P); => =7 491 (X +P) ; = 1.0 + • (Xi + P ;), maximum 1.75, where n = number of =� I } �o+ o •�s� = 1. =i sides of subject building. Calculated Needed Fire Flow (NFF) 2. AVAILABLE FIRE FLOW (AFF): 41-1 gpm The Available Fire Flow (AFF) must be calculated based on hydrant flow testing and supplemental hydraulic analyses. The AFF will represent the fire flow that is available from the public water system at the existing or proposed hydrant nearest to the proposed facility at a residual pressure of 20 psi. The following formula, which was developed by the ISO, can be used to adjust data from a hydrant flow test to determine the available fire flow at that location at 20 psi: Q20 = Qt * (Ps - P20)o.54 where (PS - Pr) 0.54 Q20 = Available fire flow at a residual pressure of 20 psi (gpm) Qt = Hydrant flow during test (gpm) PS = Static pressure measured before hydrant flow test (psi) P20 = 20 psi (desired residual pressure) P, = Residual pressure measured during hydrant flow test (psi) Note: The City of Savannah will provide one hydrant flow test at a location selected by the design consultant for no charge, which can be used as the basis for this calculation. Hydrant Flow Rate During Test (Q,): I gpm Static Pressure Before Flow Test (P.): !0 3 psi Residual Pressure During Flow Test (PJ: 15 psi Calculated Available Fire Flow (AFF): 831 gpm Page 3 _ 54 Qzc C8�17 I 6b3— 20) =7 `1 L (toil — 15)'54 a'�k'1 --I A Q _. n. 11. 3. HYDRANT DISTRIBUTION: The hydrant distribution in the vicinity of a proposed facility must be sufficient to ensure that the NFF can be delivered. A credit will be applied for each existing or proposed hydrant based on the following ISO criteria: DISTANCE FRomim HYDRANT To THE PROPOSED FACILITY (FAT)' FIREFLOwCREDFT (GALLONSiMINLr E) 0 to 300 1,000 301 to 600 670 601 to 1,000 250 The distance from the hydrant to the proposed facility must be measured as the fire hose can be laid by apparatus (i.e., along roads and driveways as a vehicle would drive). Only 50 feet of the distance can be cross - country where the fire hose would be laid by hand at the hydrant. HYDRANT DISTRBuTioN SUMMARY FOR PROPOSED FACILITY DISTANCE FROM THE ExLS m AND I FIRE Flow CREDIT PROPOSED HYDRANT To THE (GALLONS /MINUTE) PROPOSED FACILITY (FEET)' 535 Calculated by: M. JJ Date: 9 -2.& -0 5 (0-70 7 ¢t-7 O_K - Page 4 -7 o (o-i o Worksheet for WCC- SILVER- SS-LAT Project Description Flow Element Circular Pipe Friction Method: Manning Formula Solve For: Discharge Input Data Roughness Coefficient: 0.010 in Channel Slope: 1.50000 % Normal Depth: 1.50 in Diameter: 6.00 in Results 0.00 % Discharge: 54 -92 gallmin Flow Area: 0.04 ft" Wetted Perimeter: 0.52 ft Top Width: 0.43 ft Critical Depth: 0.17 ft Percent Full: 25.0 % Critical Slope: 0.00421 fi/ft Velocity: 3.19 ft/s Velocity Head: 0.16 ft Specific Energy: 028 ft Froude Number. 1.89 Maximum Discharge: 0.96 fP /s Discharge Full: 0.89 ft'fs Slope Full: 0.00028 ftlft Flow Type: SuperCritical GVF Input Data Downstream Depth: 0.00 in Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 in Profile Description: N/A Profile Headloss: 0.00 ft Average End Depth Over Rise: 0.00 % Normal Depth Over Rise: 0.00 % Downstream Velocity: 0.00 8/s