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Home My Public Portal About06-0212 Bandy_1of3CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 10/11/06 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 #: 060212 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME MICHAEL BANDY CONTACT STREET ADDRESS 515 E WALDBURG ST APT B CONTACT CITY STATE ZIP SAVANNAH GA 31401 PROPERTY ADDRESS 1301 JONES AVE APPROVED BY: C,c.'nr-Nn-N-'-- ,0,, P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org DATE ISSUED: 10/12/06 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND BUILDING PERMIT DRAINAGE REVIEW FEE NEW RESIDENTIAL BLDG - SF 1301 JONES AVE MICHAEL BANDY 515 E WALDBURG ST APT B SAVANNAH GA 31401 TONY KONCUL CONSTRUCTION INC 13318 OLD COFFEE BLUFF RD SAVANNAH GA 31419 2115 P $6,802.00 PROJECT VALUATION $300,000.00 DRAINAGE REVIEW FEE 1301 & 1303 JONES AVE. PERMIT #: 060212 TOTAL BALANCE DUE: $ 300.00 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. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org t.J 4 • 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 to - 0 2 12 Date Requested ■ 0 ` 1 L - O S Owner's Name ,� a e ct ic Date Needed Gen. Contractor Subcontractor Contact Number � c r n Location I 0 T rvz -Tafi ;I / /?tz.6 of Inspection // '35/4 '/ ) Inspector Type of Inspection r L. M ,,A /7- /.r r vt-,1 �Z E v477 C'.e r .7- -C(' ,e. * * * * * * * * * * * * * ** -COMM. '.NAL- * * * * * * * * * * * * * * * * * ** DATE OCT- 12 -20C K * ** TIME 08:52 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =764 STN COMM. ONE - TOUCH/ STATION NAME /EMRIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4438877 001/001 00:00:23 STRRT= OCT -12 08:51 END =OCT -12 08:52 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * *: * * ** ** * ** * *** * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-1,244*35a7 Phone 912- 443 -5063 UL13-g87) (06p- 0 2-( Location Address: 1201 c)o/u Ave,- FIN A/– Type of Release: Temporary /Permanent Lot #- 3 Release Date: JO--/ Subd Name: Electrician: A AVwet( £ ec . Electrician Phone Number: 9a 7- 0 9.9 Owner/Builder: 1; 1 K0 ri i' 5 F` Phone Number: 54 7- z1.2 ge. Location Address; Lot # Release Date: Type of Release: Temporary — Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary -_ 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 X37 Phone 912 - 443 -5063 (414 3 -g ?'? ) OLp- O Z(z Location Address: l 3 01 J o i..a s vex Type of Release: Temporary /Permanent ent Lot #- 3 Release Date: I0-1 2 -O(c Subd Name: Electrician: /V' Q u Cale(( L (ec . Electrician Phone Number: 9a 7- 0 9 9 Owner/Builder: 0 n y' Ko h C J e o „ s -(- . Phone Number: 514 -2- 4.2 So Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net October 12, 2006 Dee Anderson, Zoning Administrator RECEIVED City of Tybee Island / 0� �'- P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Drainage Plan of Lot 122 &123, SW corner of Jones and 13th Dear Mr. Anderson: During my site visit late yesterday afternoon, I observed the graded condition of Lot 122 and the recent sod placement on Lot 23. The Engineer was limited in options of design due to site drainage conditions. While the grading is not perfect, I find both lots to be in reasonable conformance with the approved drainage plan. I did not have access to a water hose to test the porosity of the driveways. These driveway pads appear to be constructed of the "white rock" you are concerned with. I predict it is not as porous as the recent installation by Keith Gay on Highway 80. Yet by definition it meets the current porous pavement section of our ordinance. If possible, I would like to meet with you next week to resolve the white rock and other porous pavement issues. Please contact me if you have any questions on this matter. er K. Davis, Jr., P. President 10 -12-0(0 • \ D T -Cor SG'�r � r • C .�� 4-O 1.J-e.e, 2060310C DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net October 12, 2006 INVOICE 13DI 3or 0(o- 02 12. Dee Anderson, Zoning Administrator 3 p 3 -3-7„, „Le. S o !p - o 2. ( 3 City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Drainage Plan of Lot 122 &123, SW corner of Jones and 13th 02 -25 -06 04 -12 -06 RECEIVED Invoice #20603101 0.5 hours Met with Owner, Engineer and Surveyor at site. No charge Coordination with Engineer and City on design options. 1.0 hours Drainage Plan Review and coordination with Engineer Correspondence file 2060310B 10 -11 -06 0.5 hours Site visit and concurrence of compliance with Drainage Plan Correspondence File 2060310C 2.0 hours @ $150/hour = $300 Total Due This Invoice . added O(0- 0212- � c,rw• /: -I- Fr RAL EMERGENCY MANAGEMENT AGE' Y ..ATIONAL FLOOD INSURANCE PROGRAA. ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. O.M.B. No. 3067 -0077 Expire DecetritoeffintS SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME MICHAEL BANDY For Insurance Company Use: Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1301 JONES STREET Company NAIC Number , L CITY TYBEE ISLAND STATE GA ZIP CODE 31328 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 122 &123 WARD 4 PIN # 4- 0007 -13-008 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE(OPTIONAL) ( # / - ##' - ##.#" or ##.1#/#/#P) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER CHATHAM COUNTY, GEORGIA 130164 0001 -0220 B2. COUNTY NAME CHATHAM B3. STATE GEORGIA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 135164 0002 C 06/17/1986 06/17/1986 A8 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 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. Building Diagram Number 5 (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. 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 C3. -a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion /Comments Elevation reference mark used LOCAL Does the elevation reference mark used appear on the FIRM? ❑ Yes o a) Top of bottom floor (including basement or enclosure) 12. 4 ft.(m) cn o b) Top of next higher floor 22 . 9 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A . _ft.(m) o 0 o d) Attached garage (top of slab) N /A. ft.(m) o e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area) 12 .2 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 7 .6 ft.(m) z o g) Highest adjacent (finished) grade (HAG) 7. 8 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) ® No 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 in Sections A, B, and C 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. CERTIFIER'S NAME MICHAEL J. GARDNER LICENSE NUMBER 2285 TITLE REGISTERED LAND SURVEYOR ADDRESS 120 VARNEDOE AVE SIGNATURE COMPANY NAME MICHAEL J. GARDNER, LAND SURVEYOR CITY STATE ZIP CODE GARDEN CITY GA 31408 DATE TELEPHONE 10//09/06 1- 912 - 964 -8262 IMPORTANT: In these spaces, cop-- `he corresponding information from Seri '''11 A. BUILDING STREET ADDRESS (Including Apt., U, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX . . 1301 Jones Street CITY STATE ZIP CODE TYBEE ISLAND GA 31328 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS C 3(e) Elevation of top of air conditioner pedestal is at elevation 12.2' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) or Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting iformation for a LOMA or LOMR -F, Section C must be completed. it Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) 2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). :3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _ in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. A. The top of the platform of machinery and /or equipment servicing the building is _ ft.(m) _ in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) the local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. 31. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: . _ft.(m) . _ ft. (m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments AES 135 Canal Street, Suite 300 -B, Pooler Georgia 31322 RECEIVED f0 -o9 -ok October 5, 2006 Ms. Dianne Otto Zoning Office City of Tybee Island PO Box 2749 Tybee Island, Georgia 31328 RE: Stormwater Drainage Plan; 1301 Jones Avenue Dear Ms. Otto, On October 3, 2006, I inspected the grading at 1301 Jones Avenue to check for compliance to the grading plan submitted to the city for the project. Grades and drainage patterns were verified as per the plan. We find the project in compliance with the grading plan and recommend that the City of Tybee Island accept the project as constructed. Please call me at 667 4055 if you have any questions. Respectfully Submitted, AE ah, LLC A," 4G I. Paul Sherwood, P.E. roject Manager 10- I l -oc=;, -caKeci -1-c> Il oL3 352 -7-& * * * * * * * * * * * * * ** —COMM. 2NRL— * * * * * * * * * * * * * * * * * ** DATE OCT -11 -201 * * ** TIME 13:57 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =759 START= OCT -11 13:56 END= OCT -11 13:57 STN COMM. ONE— TOUCH/ STATION NAME /EMRIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3527787 001/001 00 :00:27 —CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** —CITY OF TYBEE — * * * ** — 912 786 9539— * * * * * * * ** AES 135 Canal Street, Suite 300-B, Peeler Georgia 31322 RECEIVED October 5, 2006 Ms. Dianne Otto Zoning Office City of Tybee Island PO Box 2749 Tybee Island, Georgia 31328 RE: Stormwater Drainage Plan; 1301 Jones Avenue Dear Ms. Otto, On October 3, 2006,1 inspected the grading at 1301 Jones Avenue to check for compliance to the grading plan submitted to the city for the project. Grades and drainage patterns were verified as per the plan. We find the project in compliance with the grading plan and recommend that the City of Tybee Island accept the project as constructed. Please call me at 667 4055 if you have any questions. Respectfully Submitted. AR nth, LLC Paul Sherwood, P,F.. roject Manager 0 I I -0 coaxed 3 52 -7 -1?7 &1Q \J. - .f.—re a5 b .). (o,��s. ._i it Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 Permit No. 0(0 - 0 2 1 �-- Date Requested I C) - 0 - J co Owner's Name !` > c:, r c Date Needed Gen. Contractor Subcontractor Contact Number 5 y 7 - �.i Location o s v 2J . Date of Inspection 22/V06 Time Type of Inspection -� r' oI r GI se A5_5 )2 d Inspector �-� 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 0 - 0212. 09 - {2 -0(c Permit No. Date Requested Owner's Name Date Needed I() 2 7 - J 52 Gen. Contractor Subcontractor Q ,l.0 t e c . Contact Numbe n ”- 42-x0 )3 vo(112S Location Date of Inspection Time Type of Inspection T. 2 e-Y\ F • 17 0 �J er' T n npctnr * * * * * * * * * * * * * ** -COMM. '.NAL- * * * * * * * * * * * * * * * * * ** DATE SEP- 13 -20i * * ** TIME 14:28 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =648 START = SEP -13 14:27 END = SEP -13 14:28 STN COMM. ONE- TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABER NO. 001 OK s 4438877 001/001 00 :00:19 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 4111=9444537 Phone 912- 443 -5063 q1L- 13- $8'F7/J O2 12. Location Address: , 3 D l 7o na. s Ave) .. Lot #- Release Date: 9-13 -0(0 Type of Release: Temporary Permanent Subd Name: Electrician: ili1 a x (AAA( Q . Electrician Phone Number: C 2. 1- 09 2 9 OwnerBuilder:T ,- CJ I Cans`{'. Phone Number: E41- Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner /Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date; Type of Release: Temporary 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 937 Phone 912 - 443 -5063 3 -g2I7 d cc, -p212- Location Address: 1 r s Ave) . Lot #- Release Date: 4- 3 -0 (0 Type of Release: Temporary Permanent Subd Name: Electrician: , a x wk. < < `� Owner/Builder: -T; C )� n s• Phone Number: 541- 1- -? O Electrician Phone Number: q z 7 - 0 9 2 9 Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: DATE ISSUED: 08 -04 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND WATER METER PICKUP NEW RESIDENTIAL BLDG - SF 1301 JONES AVE MICHAEL BANDY 515 E WALDBURG ST APT B SAVANNAH GA 31401 MICHAEL BANDY 515 E WALDBURG ST APT B SAVANNAH GA 31401 2115 P $6,502.00 PROJECT VALUATION $300,000.00 WATER METER ONE' /4 -INCH PERMIT #: 060212 TOTAL BALANCE DUE: $ 0.00 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. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No, D (n " 0 Z I Z Date Requested: ol-a?-0c, Owner's Name: RD 0 c1-3,i' Date Needed: D-7- 3 I- (,, U Gen_ Contractor: Subcontractor: Contact Number: .., J 7 — Z I Location: 1- J 0 I 0 r1 _IL S ,,LXQ) Date of Inspection: -7//3/6 Type of Inspection: I in 5 u Comments: Inspector: (Q `:tt- o 4 Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. 0 (4 - O2 1 2 Date Requested: 0/7 - I Z -O -, Owner's Name: I C . A. li, Date Needed: t)'l - l 3 - 0 Gen, Contractor: U Subcontractor: Contact Number: 0 ✓ti ..� cl 3 01 -�- 1 Location: n.a S A v � , Date of Inspection: // Comments: Ot Type of Inspection; Po r —oJ,S�, vv,�� Inspector: 1 Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.G. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No Oe - 02 1 Z Date Requested: O to - 1 ni - o(0 Owner's Name: v, A y Date Needed: 0 CO - 2 0 - O e u Gen. Contractor: Subcontractor: Contact N i p be r: 1 J Location: 13 I f}/Q < A 2 . li Date of Inspectian: � 6 Type of Inspectian: hQ, P •LeS'► -� Comments: Inspector: J , t Time of Inspection: Permit No. Inspection Report City of Tybee Island 403 Butler Avenue P.C. Box 7749 Tybee Island, GA 31328 Phone.: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Gov CZ;Z cr,�+� Owner's Name: Gen. Contractor: Date Requested: :� s 2- 2 c7 Date Needed: L- J - 2 3— c,, Subco ntracto r: Contact Number: Location: ' 3 ` J ^A 5� 5Li- L 7D Date of Inspection: Type of Inspection: S 3r 5 ti s +-c Comments: Tn pector; ),5s Time of Inspection: - Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No U kc — 0 Z (2. Date Requested: 0 LI - 2 ?- 3 Co Owner's Name: 12 >(1 Date Needed: DC - v I - 0 T� Gen. Contractor: C D ." s 4' Subcontractor: Contact Number: i ,--) ,r. � i ,D 4, C i 5 y' 1 - LI Z ? J Location: i 3 J i s AJ Date of Inspection: ' t' Type of Inspection: . e r S b 1 Comments: Tnsnpctnr• KJ3 Time of T n nectio n: 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, ()Co-02.I 2, Owner's Name: �� v Gen. Contractor ;� f �. Contact Number; on rs Location: \ 3 ► 1 J n a. S Date Requested: 0 Li G 7 . 0 ` Date Needed: 0 — c Subcontractor; cal �- Li 2?C) Date of Inspection: 4 •)CI • (:)() Comments: Inspector: _ ) Q'D Type of Inspection; 6 1 r 1(61„) Time of Inspection; _ * * * * * * * * * * * * * ** -COMM. RNRL- * * * * * * * * * * * * * * * * * ** DATE APR- 24 -20.. • * * ** TIME 15:40 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =138 STRRT= RPR -24 15 :39 END = APR -24 15:40 STN COMM. ONE - TOUCH/ STATION NRME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4438877 001/001 00 :00 :19 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 4- 944 -3537 Phone 912 - 443 -5063 Li43 -5811 Ot. D21Z Location Address: t 3 D I . Lot # 2 Z Release Date: '-4-- 24- o Type of Release: ✓Temporary Permanent Subd Name: Electrician: l' ` �. X, , 11 (e c Electrician Phone Number: Owner /Builder: k Q a" Phone Number: 5 4 "1-- 4 2 aO Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Type of Release: Temporary _ Permanent Subd Name; Electrician: Lot # Release Date: Owner /Builder: Electrician Phone Number: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 912 -9537 Phone 912 - 443 -5063 443 -?891 01..0- c 2 2- Location Address: (3 DI J o rna- S ,4J 2� • Lot # 122. Release Date: '+ - 24-040 Type of Release: Temporary Permanent Subd Name: Electrician: x L,, e- l\ e c Electrician Phone Number: Cl - Owner/Builder: j k O r s4- Phone Number: 5'-fl-42O Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: DATE ISSUED: 04 -13 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 1301 JONES AVE MICHAEL BANDY 515 E WALDBURG ST APT B SAVANNAH GA 31401 T K CONSTRUCTION 13318 OLD COFFEE BLUFF RD SAVANNAH GA 31419 2115 P $6,502.00 PROJECT VALUATION $300,000.00 PERMIT #: 060212 TOTAL BALANCE DUE: $6,502.00 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) 786 -5737 www.cityoftybee.org ' TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT NAME. PIN 4 ADDRESS TELEPHONE Owner ariv (116.,4„1/ /11,44...41 41 114 POvx 3e al .e,.lt 30011Q54 06- .6gesv Yw--21 Architect or Engineer �4n SiNerw'°d liar /yA Building `_Contractor 7.K Conifdc b- /3311 en) G-c.,e_ Ili .4 D 5'%/f 3H el 917'3,./ (Check all that apply) New Construction )( .Renovation Minor Addition Duplex Single Family Substantial Addition Residential Commercial!' Multi - Family Footprint Change_ Repairs Demolition Other Estimated Cost of Construction: $ Construction Type (Enter (1) Wood Frame, (2) Wood & Mas'onry, (5) Steel & Masonry, (6) Other le Proposed Use : i Remarks: Appropriate Number) Mas (3) Brick Veneer, (4 se specify) /1/.4+ ry► ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: x Units / r Bedrooms 3 ; Bathrooms Lot Area Living Space (Total SqFt) Off - street Parking Spaces Trees Located & Listed on Site Plan $45 Access: Driveway (Ft.) With Culvert? / With Swale? Setbacks: Front ;IS Rear a23 Sides (L) _ _ (R) Stories Height 342 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 Tony �u S On -site vast & debris can aine s will be provided by / v6.•c 2SSf S�ry :rtes Construction debris will. be disp ed of by by means of I understand that I must comply with zoning, flood damace control, building, fire, shore protection & wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be. staked out 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 b, this permitted construction. Date 4 i Signature of Applican Note: A • ermit normall takes 7 to 10 d to nr • ces s . bring two checks to nay fees for new construction. Thank you! The followinc is to be completed by city personnel: Zoning Classification Approved Rezoning /Variance? Street Address & Number: New compliance with city map? A been reported to 1 C? FEMA Certification Attached State Energy Code Affidavit Attached NFIP Flood Zone A.-8 (3FC.= l Z' Existing Is it in . If not, has street name & /or Utilities & Public Works: Describe any unusual findings Access to Building Site Distance to Water Main Tap Site Distance to Sewer Stub Site Water Meter Size Storm Drainage V J Approvals: Signature Zoning Administrator Code Enforcement Ofr Water /Sewer Storm Drainage Fire Chief Inspections City Manager of_ h Ur Date 3 2 -O4. Ayru:7e 4- a)/ * Ce12 Fees: 1 0 Permit 7 g• Inspections Total G/F Water Tao ,550. • 00 Sewer Stub .550. Total W/S 4TH- e / 5. Ce12 '2400 . CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA. 31328 FOR STRUCTURES IN A FLOOD ZONE - FEMA CERTIFICATION OF ELEVATION' IS REQUIRED. NAME: ADDRESS: 4,4 Az4-ei 7 ail) /o1Js .(•p. CONTRACTOR: PERMIT # THIS NOTICE IS TO CONFIRM OUR UNDERSTANDING THAT ALL EQUIPMENT SUCH AS A/C COMPRESSORS. WATER HEATERS, FURNACES, ELECTRICAL OUTLETS, METERS, ETC... ARE NOT PERMITTED BELOW THE REQUIRED 'FINISHED FLOOR ELEVATION. BY ACCEPTING THIS PERMIT, I (OWNER/CONTRACTOR) AGREE TO CONSTRUCT /PLACE THE E.UIPMENT ABOVE OR UP TO THE REI iTIRED FINISHED FLOOR ELEVATION WHICH IS STATED BELOW. MSL . ACKNOWLEDGED AND AG. ED TO (H IS 4.i DAY OF '/6 4 ■ 4 I if Project Name: Address: /. ' j... , �DEV,S Permit Number: Owners Name: ice! /C. 4,�J / .ehtei �. STATE ENERGY CODE AFFIDAVIT 7 /4",) Cif 31 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 Coda 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 omission 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 /or Agent Contractor (12/93) Date: /7VI Date: CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT TEMPORARY ELECTRICAL SERVICE AFFIDAVIT PROJECT NAME: ADDRESS: /3l) / JQi.e g OWNERS NAME: PERMIT NUMBER: PIN: THIS LEITER IS TO CONFIRM THE UDIDERSTANDI N G OF 'l fit, OWNER/CONTRACTOR TO T1iF COMPLIANCE REQUIREMENT OF Lail GEORGIA STATE MINIMUM CONSTRUCTION CODES. "I HEREBY DECLARE THAT 'IRE REQUESTED _TE PORARy FLEC'T tICAt MYER IS INTENDED FOR Tilt: COMPLETION OF THE CONSTRUCTION PROCESS AND THE TESTING OF EQUIPMENT INSTALLED WITHIN STRUCTURE." • IT IS UNDERSTOOD AND AGREED BY 'J it UNDERSIGNED THAT THE ISSUANCE OF TEMPORARY POWER DOES N91 CONS'1Tl-U'r : APPROVAL TO OCCUPY THE STRUCTURE. A CERTTMCATE OF OCCUPANCY MUST BE ISSUED BY Tilt CITY OF TYBEE PRIOR TO Tilt STRUCTURE BEING 0 CCUPHED. THE OWNERIdONTRACTOR IS HEREBY'' HELD RESPONSIBLE FOR ANY VIOLATIONS TO TEES POLICY. A VIOLATION OF THIS POLICY MAY RESULT IN DISCONTINUANCE OF THEE _ .ICAL SERVICE. CITY OF TYPEE 15W.10) SU3CONTRACTOR LIST *'***** * * * ** * ****** *** * * **** * * * **** *lf i$* *** ** *** *i***BUR*** * * ** FLUES LIST TEN NAME urn ADDRESS OF aLL PART/MATING SOBOONTRACTONS BELOW: IUME a. A/ 141 41C4 C i "C• 1-1d s� ADDRNSs : 3 i$ 6L -f P e.8iatf R d 3 t' T L!PfON'£: S. 4') li{ 80 _ LICENSE !4U?'3ER. s. NAME: Con 's If VAC 1. • i 3DRSSS I _1 / Qei TELEPHONE :, 441 8 $ a- 3 - - LICERS! MISER Is�� ONES S:_..J Q J' 19 6 q .-- T.'*.._?NOlr' I ' 3 3 6�.., LECENS! MOWER 01 4 . 1S: crd A es PLcif r N ADDX.?Ss: Po avX . Apo Lod. - wood ,s T?3 q : i s 6 " 3 3$ 1 LxCsNSE N•-D3EM d 4 o ~ 16 8 a . NAME: - ---- ADORES S: TELEPSOU t LICENSE taw= • DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net April 12, 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: Drainage Plan of Lot 122 &123, SW corner of Jones and 13th Dear Mr. Anderson: �, RESEIWED We reviewed the latest information by Jan Sherwood, PE received by email last night. Our review is limited to drainage issues. We have not attempted to duplicate work of the Planning Commission or City staff regarding setbacks, density or other zoning or subdivision regulation issues. The only outstanding issue is Tybee's receiving stamped paper copies of the design and revised drainage calculations. Based on my conversations with the Developer and the Engineer and my review of submittals all is in order. I recommend holding the permit until I verify your latest hard copy submittal is complete. Within the scope of our design review, to the best of my knowledge and belief, the design meets 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. Sinc D K. avis, Jr., . . President 2060310B 00-02 (2- o?-13 Apr 12 06 04:33p AE Sa. nnah, LLC. AES AE Savannah, LLC 912 691 '592 p.1 135 Canal Street, Suite 300B, Pooler, Georgia 31322 TO: Mr. Dee Anderson FROM: Jan Paul Sherwood, P.E. Phone No: 786 4573 Date: 04/12/06 FAX COMPANY: City of Tybee Island Fax No: 786 5737 Number of Pages: 2 (Including this page) Subject: Grading Plans, 1301 & 1303 Jones St., Michael Bandy Comments: Mr. Anderson, Downer asked me to send you the attached stamped stormwater report page for your files. Please call me at 748 2408 if you have any questions. hanks„ an Paul Sherwood, P.E. Rpr 12 06 04:34p RE Sa• nnah, LLC. 912 691 592 p.2 Channel adequacy calculations at the northwest corner of 1303 Jones Avenue: Q (A -1) = 0.51 cfs According to attached channel capacity nomograph: D = 0.5 ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = A/WP(wetted perimeter) = 2 sf/ 6.06 ft = 0.33 :ft V= 0.5 ft/s and Q will be 1.0 Ells (Q = AV) (therefore the swale is adequate to handle the stormwater) Ch . el adequacy calculations at the northwest corner of 1301 Jones Avenue: Q = Q (A -1) + Q(A -2) = 0.51 cfs-I- 0.06 cfs = 0.57 cis According to attached channel capacity nomograph: D = 0.5 ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = A/WP(wetted perimeter) = 2 sf/ 6.06 ft = 0.33 :ft V= 0.5 ft/s and Q will be 1.0 ft/s (Q = AV) (therefore the swale is adequate to handle the stormwater) As an be seen from the calculations, adequate provisions have been provided for on the site for .tornawater drainage. The low velocities indicated will not present an Swale erosion pro.lem. Due to the low velocity demonstrated by the lack of relief in the swale„ periodic tenance will be required by the homeowners to maintain drainage. As = additional precaution, soil test holes were dug in the areas of tha trenches. The test holes in • cated that the top 6 inches was found to consist of very sandy, silty loam topsoil and white was found to extend to more than 3 feet. The on -site soils will provide good drainage. call me at 667 4055 if you have any questions. ctfully Submitted, LLC Paul Sherwood, P.E. ect Manager Fl (0' No. 27L85 FROFESSIDNAL i A 4c1. f c. 2 AES 135 Canal Street, Suite 300 -B, Pooler Georgia 31322 April 11, 2006 Mr. Dee Anderson Zoning Administrator City of Tybee Island PO Box 2749 Tybee Island, Georgia 31328 RE: Stormwater Drainage Plan; 1301 and 1303 Jones Avenue (revised) Dear Sirs; RECEIVED �Q✓ ;col Please find attached the grading plans for the properties at 1301 and 1303 Jones Avenue. The lots are being developed as residential properties by Michael Bandy, Barry Koncul and John Ganem. As can be seen on the attached drainage area plan, drainage from the fronts of the lots will primarily be directed towards the side yards, along the drainage easement at the rear of the properties and ultimately to the city ROW and towards a stormwater intake at the corner of 13th St and Miller Avenue. Because the drainage from each of the lots affects the other lot, the plan is being considered as a combined drainage plan. All areas other than the porous brick paved drive will be grassed or landscaped. The site due to minimal topographic relief, drainage provisions will be relatively flat. Adequate pathways for stormwater flow have been provided for as indicated by the following calculations. Post - developed Runoff • C = 0.40 (single family residential, soil type A, drained) • Time of concentration = 10 min • I (25 yr) = 4.6in/hr • Area A -1 = 0.19 acres • Area A -2 = 0.02 acres Post - developed Runoff (Area A -1) Q = 0.40 x 6.7 x 0.19 = 0.51 cfs Post - developed Runoff (Area A -2) Q = 0.40 x 6.7 x 0.02 = 0.06 cfs Channel adequacy calculations at the northwest corner of 1303 Jones Avenue: Q (A -1) = 0.51 cfs According to attached channel capacity nomograph: D =0.5ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = A/WP(wetted perimeter) = 2 sf/ 6.06 ft = 0.33 ft V= 0.5 ft/s and Q will be 1.0 ft/s (Q = AV) (therefore the swale is adequate to handle the stormwater) Channel adequacy calculations at the northwest corner of 1301 Jones Avenue: Q = Q (A -1) + Q(A -2) = 0.51 cfs+ 0.06 cfs = 0.57 cfs According to attached channel capacity nomograph: D = 0.5 ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = AJWP(wetted perimeter) = 2 sf/ 6.06 ft = 0.33 ft V= 0.5 ft/s and Q will be 1.0 ft/s (Q = AV) (therefore the swale is adequate to handle the stormwater) As can be seen from the calculations, adequate provisions have been provided for on the site for stormwater drainage. The low velocities indicated will not present an swale erosion problem. Due to the low velocity demonstrated by the lack of relief in the swale, periodic maintenance will be required by the homeowners to maintain drainage. As an additional precaution, soil test holes were dug in the areas of the trenches. The test holes indicated that the top 6 inches was found to consist of very sandy, silty loam topsoil and white sand was found to extend to more than 3 feet. The on -site soils will provide good drainage. Please call me at 667 4055 if you have any questions. Respectfully Submitted, ,LLC an Paul Sherwood, P.E. Project Manager 2 3 I a 'kr rIM'",17A7.07f7CP7MIT.Scr,17T37.r:71'1V7T7.:',1 , SLOPE, II/ft -13 .--,•,•,•1•, • • ••■•••••••••,.-• ••••■•••••■•-•1.1•1.,•, • • • •10.•••1••••■••••,"-,•• "1'..9 '1"1.1.1 ' ' • •I'''',""1"•"1 P o o oppo a 0 P p PPP00 0 0 o 0000p 0 0 1 b b 0 0 b O 0000 b O 18.1 g 8,11111 i b b b b bb0.... io 6 A vdi To ts .0 a a -4 co co 0 HYDRAULIC RADIUS In feet - RI 1 1 I 1 0 0 ;le: o ..01.a,e•ei IA C 1 • - • 1 ■••••1"••■••••1••• 1•" IT" 1 "•l• 1 •/ • I I I I I 1 .12.. to is to -. a co .4 0 III A A/ A) 18 z 2z o a : ft/sea v 0 0 r b to to 0 .4 0 0 ROUOHNESS COMMIE Rpr 10 06 04:39p RE Sa.,nnah, LLC. 912 1592 p.3 el adequacy calculations at the northwest corner of 1303 Jones Avenue: Q (A -1) = 0.35 cfs D =0.3 ft A (cross - sectional area of ditch) = 0.96 sf V =Q /A= 0.4 ft/s (< 3 f ls, therefore the swale erosion will not be a concern) V= 0.5 ft/s and Q will be 0.48ftls (Q = AV) according to attached channel capacity nomograph (therefore the swale is adequate to handle the stormwater) el adequacy calculations (A -2): Q = Q (A-1) + Q(A-2) = 0.39 cfs D = 0.3 ft A (cross - sectional area of ditch) = 0.96 sf V =Q /A= 0.4 ft/s (< 3 ft/s, therefore the swale erosion will not be a concern) V= 0.5 ft/s and Q will be 0.48 ft/s (Q = AV) according to attached channel capacity nomograph (therefore the swale is adequate to handle the stormwater) A can be seen from the calculations, adequate provisions have been provided for on the site fo stormwater drainage. Due to the low velocity demonstrated by the lack of relief in the s . e, periodic maintenance will be required by the homeowners to maintain drainage. As an additional precaution, soil test holes were dug in the areas of the trenches. The test holes indicated that the top 6 inches was found to consist of very sandy, silty loam topsoil and white sand was found to extend to more than 3 feet. The on -site soils will provide good drainage. P1 Re J ase call me at 667 4055 if you have any questions. pectfully Submitted, Savannah, LLC Paul Sherwood, P.E. Pr j ect Manager Apr 10 06 04:40p AE Sa nnah, LLC. .i...c. :. '4'• 1 • • • l•Z:' ' 4 .. 1:•••••• V. • • t. f-- 3. HYDRAULICS 912 6 1592 p.4 135 0.3 0.2 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 cr 0-0Z 11-111 4- C 0.01 0 0.009 •ct 11J 0.008 CC 13- 0.007 2 0.006 -71 0,00.5 4:E 0,004,(ro, >e. 0.002 0.001 0.0009 0.000 06 0.0005 0.0004 0.0003 -02 .4 50 40 30 20 - 0.01 10 U -2 - 4 S -6 - 7 NOMOGRAPH FOR SOL • OF MANNING EQUATIO 10 20 S 7 -1 U1 S 4 3 1.0 z 0.9 0.8 0.7 0.6 0.02 - 0.03 0.04 0.05 0.06 0.07 0.00 1.- 0.09 =0.10 F 02 0.3 -- 0.4 Figure 3.14 Nomograph for solution of Manning's equation. 9 L. * * * * * * * * * * * * * ** -COMM. ?NAL- * * * * * * * * * * * * * * * * * ** DATE RPR -06 -201 * * ** TIME 12:21 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =081 STRRT= RPR -06 12:20 END = APR -06 12:21 STN COMM. ONE- TOUCH/ STATION NRME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3546871 001/001 00:00 :16 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * **** - 912 786 9539- * * * * * * * ** Dianne Otto From: davisenginc@bellsouth.net Sent; Wednesday, April 05, 2006 4:03 PM To: Dee Anderson; Dianne Otto Cc: jmsherwood @bellsouth.net; michaelbandy225tyahoo.com Subject: 1303 Jones Street at Jones and 13th With these plans logged in by the City on 03 -24 that I received after work that day, I am sending these comments by email. The perimeter swales appear higher than the surounding property. Starting clockwise from the left hand side of the sheet, the Swale FG of 7.0 is at the elevation on the side property line. At the top of the page at the rear of the lots, the fiat swale or of with inverts of 7.0 are higher than the adjacent lots with elevations of 7,0 and 6.4 shown. We need scales that do not drain or overflow onto property of others and that are supported by cal.c_ulation, as being adequate size. A defined Swale with invert elevations shown needs to be shown at the interior.' lot line. The note stating, 'Regrade City R ?W to drain towards intake at intersection of 13th Street. & Miller Ave." is not adequate. Provide design of route. I have no problem with the design intent. 1 Dianne Otto From: davisenginc @bellsouth.net Sent: Tuesday, March 21, 2006 9:54 AM To: Dee Anderson; Dianne Otto Cc: jmsherwood @bellsouth.net Subject: [Fwd: RE: SW corner of Jones & 13th 206031] Diane, At this point I am stopped. To the best of my knowledge all three copies we reviewed this morning did not clearly display the existing elevations and contours. I am not sure from Jan's email if he intends to provide new drawing or contest the suitability of the ones he delivered to you. Downer > From: "Jan Paul Sherwood" <jmsherwood @bellsouth.net> > Date: 2006/03/21 Tue AM 07:58:18 EST > To: <davisenginc @bellsouth.net> > Subject: RE: SW corner of Jones & 13th 206031 > Downer, > The copies turned into the city were readable. Perhaps the city made a copy > of our drawing and could not read that. > Thanks, > Jan > Original Message > From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] > Sent: Monday, March 20, 2006 9:51 PM > To: Dee Anderson; dotto @cityoftybee.org > Cc: jmsherwood @bellsouth.net > Subject: SW corner of Jones & 13th 206031 > The plans stamped in by the City earlier today cannot be reviewed. The > existing topographic information is too light to read. > Downer 1 Dianne Otto From: davisenginc @bellsouth.net Sent: Monday, March 20, 2006 9:51 PM To: Dee Anderson; Dianne Otto Cc: jmsherwood @bellsouth.net Subject: SW corner of Jones & 13th 206031 The plans stamped in by the City earlier today cannot be reviewed. The existing topographic information is too light to read. Downer 1 BellSouth - Web E -mail t Message Page 1 of 1 Close this window From: <davisenginc@bellsouth.net> Add to Address Book Date: 2006/02/26 Sun PM 04:17:12 EST To: Dee Anderson <Danderson @cityoftybee.org >, <dotto @cityoftybee.org >, <mwilliams @cityoftybee.org> CC: <jmsherwood @bellsouth.net> Add to Address Book Subject: 13th & Jones On Saturday morning, at request of the builder developer, I met with Jan Sherwood with the engineering firm that will be providing the consultant services to provide a drainage plan for the two existing lots on the southwest corner of Jones and 13th. After reviewing the topographic survey and considering Jan's concerns it appears they will need to outfall these lots north to 13th and then west to the southeast corner of Lovell and 13th. These 2 lots drain to the rear as do other lots to the south. I recommended consideration of the installation of a drainage line on the south side of 13th and extending up the rear of these two lots. This line would be a City line. This line would provide outfall to lots to the south on both Jones and Lovell. This line would eliminate the need for bioretention basins which require some education of lot owners to be properly maintained. Jan needs an answer to avoid delay of design. The Owner has requested clarification on who would pay for this line as it would be more expensive than a swale. Please provide direction to Jan who is copied on this email.