Loading...
HomeMy Public PortalAboutVILLAGE PL_10A-B.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 2/19/2019 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 ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 18-0364 NEW DEPLEX I LINDA&JENNIFER HARTLEY&HUGHES 10 A&B VILLAGE PLACE TYBEE ISLAND GA 31328 10 A&B VILLAGE PLACE P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Building Owner's Name Policy Number.- umber:Vista VistaConsulting and Contracting, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No_ Company r P Y NAIC Number: 10A & 10B Village Place City State ZIP Code Tybee Island Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 154-A & 154-B a minor subdivision of lot 154 of a recombination of lots 150-157 and 174-181, Ward No. 1, Tybee Island A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5 Latitude/Longitude: Lat. N 32°00'45.8" Long. W 80'51740.5" Horizontal Datum: ❑ NAD 1927 0 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 crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1944.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 9983.00 sq in d) Engineered flood openings? ❑ Yes ❑x No A9. For a building with an attached garage: a) Square footage of attached garage 0.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State City of Tybee Island 135164 Chatham Georgia B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevabon(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 13051 CO213 G 08-16-2018 08-16-2018 AE 9.0 B10 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11 Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10A & 10B Village Place City State ZIP Code Company MAIC Number Tybee Island Georgia 31328 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. ❑ Construction Drawings* ❑ Building Under Construction* ❑x 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, ARAE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: eGPS Network Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 Q NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.3 ❑x feet ❑ meters b) Top of the next higher floor 17.3 x❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building x feet (Describe type of equipment and location in Comments) 10.3 ❑ meters 0 Lowest adjacent (finished) grade next to building (LAG) 6.4 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 6.9x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including x structural support 6.4 ❑ feet ❑ meters 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. Were latitude and longitude in Section A provided by a licensed land surveyor? 9 Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number James M. Keaton GA PLS No. 2743 �O ^� V Title Professional Land Surveyor 0 Q�OF£SSJp�9 Company Name EMC Engineering Services, Inc. N°' 2743 e p ,Z► Address 10 Chatham Center South, Suite 100 City State ZIP Code Savannah Georgia 31405 5i nature Date Telephone Ext. _—__ /Y11 , P L S 02-07-2019 (912) 232-6533 Cop all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), it applicable) This building is a diagram 6 as it is constructed on piers. Item A8a is parking and storage below the main floor. There are two separate 175 s.f. stairwells, each vented with two vents that give 108 s.i. of venting (206 s.i. venting for each stairwell). Item A8b is vented spans between support columns. Item A8c is calculated by the open gaps between vertical lathing with only the area below the BFE counted. Item C2a is the lowest slab elevation of A8a. There is an elevator pit at elevation 7.0'. Item C2b is the lowest habitable floor. Item C2d is marked as N/A, as the parking area is below the habitable floor. Item C2e is water heaters on raised platforms in the parking and storage area. Item C2h is the lowest adjacent grade at the support for the porch at the front left corner of the building. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No Policy Number: 10A & 10B Village Place City State ZIP Code Company NAIC Number Tybee Island Georgia 31328 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement. crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or E] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or F-1 below the HAG E5. 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 owner's authorized representative who completes Sections A, B, 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, and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 08640-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 10A & 10B Village Place City State ZIP Code Company NAIC Number Tybee Island Georgia 31328 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 items) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by 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—G10) 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: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date. November 30, 2018 IMPORTANT: In these spaces, copy the corresponding intonation from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10A & 10B Village Place City State ZIP Cade Company NAIC Number Tybee Island Georgia 31328 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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_" When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. .- Pwo ora Photo One Caption Front View -Photo taken January 31, 2019 Clear Photo one OR Piero Two Photo Two Caption Rear View -Photo taken January 31, 2019 Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit Suite, and/or Bldg, No.) or P.O. Route and Box No. Policy Number. 10A & 10B Village Place City State ZIP Code Company NAIC Number Tybee Island Georgia 31328 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. tou ■ phmn"e Photo Three Caption Left Side View - Photo taken January 31, 2019 Clear Photo Three If PWc Fow Photo Four Caption Right Side View -Photo taken January 31, 2019 Clear Photo Four FEMA Form 086-0-33 (7115) Replaces all previous editions. rorm rage o uj v tw0$} �e1G- Am 8e'rajo fj*'*Sg� t S�RJ , �M$�� Gtvtt � �yV4e1 February 19, 2019 City of Tybee Island, Georgia Planning & Zoning Department P.O. Box 2749 403 Butler Avenue Tybee Island, Georgia 31328 RE: Lot 154 Tybee Village — Ward 1 EMG PROJECT #,18-8528 4424 Columbia Rd, Suite B Martinez, GA 30907 Phone: (706) 863-8010 Fax. (706) 863.8011 www.emc-eng.com ❑ ❑ of On April 25, 2018, EMC Engineering Services, Inc. (EMC) submitted an Erosion, Sedimentation, and Pollution Control Plan on behalf of Don Hartley for Lot 154 in Tybee Village, Ward 1. The approved plan included a general site plan with proposed drainage as well as erosion control measures. On January 31, 2019, EMC performed a field survey of the finished construction for Lot 154 in Tybee Village for which an As -built Survey Drawing was prepared and signed on February 15, 2019 by James M. Keaton, RLS. After reviewing the aforementioned As -built Survey Drawing, it is in our professional opinion that the finished construction reflects and conforms to the approved plan with regard to proposed grading and drainage patterns shown on the aforementioned Erosion, Sedimentation, and Pollution Control Plan. If you wish to discuss this matter or need further clarification please call me at 706-863-8010. Sincerely, Robert L. Titus, P.E. Principal / Sr. VP / East GA Operations Director Cross reference to Book 11 &0 Page 109-111 I Irl 1111 III III NI 11111111 �� �1� 11111 VIII �IIf 11111 11111 illll I�III ill 1111 Reeordedg302104l24�9 atp41.49T18 FM Chatham, Ga? C1erkQsuPerior Court Tamm ie Mosley Clerk Superior Court BK 1544 FG485 CITY OF T'YBEE ISLAND COMMUNITY DEVELOPMENT NONCONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. Permit #: 19`03& M e� ti rub_ _De_ r� e_1;s 1{•rtx 4l " 0-418 Property Owner• Address: 10 li 41 Vi i 6e e p 6Le- S ohne -fir a l-�ord +��1, s PIN: *-OW3» 1a-01 a. Legal: Lc+ 154 UJWA J Ty bei island Q Base Flood Elevation at the site is _d_ feet (NGVD) In.accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosedarea below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If Iocated in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. b. That any variation in construction b yond what is permitted shall constitute a violation and be abatable as such. Signatu of Prope Own Signature roperty O er STATE OF GEORGIA COUNTY OF CHATHAM Subsc ' worn before --. _ Notary u c My commission expires: [_ 13-2C.2s Note: ANonconversionAgreemen the 100 -year Floodplain below the recordation in the fond records of ,ed within 'e3proper N/F I NO. BY DATE STEPHEN £ CAL£ LOT 177 7,040 Sq.Ft. (DB $94 PC 725)PIN 4-0003-12-018 I ROCKER D'B,LLC H� e3 VILLAGE PLACE (PRIVATE ROAD) (De s27PINPc Dear) G IDN �jST ZpNE 40'ACCESS,DR4INAGE,AND UTILITYEASEMEM 4-0003-12-017 N 18"1 i 33" E G A 5 64.06' (PB. 51, PG 599) PKF N 73°127]3"E-^ 63.96' 31.68' 3228' - - I THE SUPERIOR COURT LEGEND _jj PROPERTY BOUNDARY 1D' 5' 0' 10' ADJACENT PROPERTY LINE - - 518"REBAR FOUND 05/6%iBF PK NAIL FOUND L•jp/ff' ELECTRICIAL CONTROL BOX El - TELEPHONE PEDESTAL F1771 FIRE HYDRANT V FH SANITARY SEWER MANHOLE ® SSMH WATER VALVE M WV SEWER CLEANOUT O CO TEMPORARYBENCHMARK A IBM BUILDING SETBACK LINE - - - -B S.L. LIGHT POLE LP -0 0 SPOT ELEVATION TL 6'L WATER METER 0 HAI ` ELECTRIC METER 0 EM SURVEY REFERENCES: 1. -SUBDIVIDE- (SUBDIVISION) "PIAT OF LOT /154 TYBEE VILLAGE WARD 1 TYBEE ISLAND, TYBEE ISLAND. CHATHAM COUNTY, GEORGIA" BY EMC ENGINEERING SERVICES, INC. DATED 10/23/2018 AND RECORDED IN PLAT BOOK 51, PAGE 599 2. RECOMBINATION PLAT OF LOTS 150-157 M 174-181, WARD 1, TYBEE ISLAND, GEORGIA" BY BERT BARRET. JR. LAND SURVEYING, P.L. DATED MAY 3D, 2005. RECORDED IN PLAT BOOK 30-P PAGE 90. SURVEY NOTES: 1. EMC ENGINEERING SERVICES, INC. HAS PERFORMED AN AS -BUILT SURVEY OF THIS LOT AS EXISTED ON 01/31/2019. 2. EOULPME T USED FOR SURVEY: TOPCON PS 1034 TOTAL STATION, CHAMPION CPS RECEIVER AND THE EGPS NETWORK. 3. SHOWN COORDINATES AND DIRECTIONAL VALUES ARE BASED ON GEORGIA STATE PLANE COORDINATE SYSTEM, EAST ZONE (NAD 1983) AND WERE ESTABLISHED WITH A CHAMPION CPS RECEIVER REFERENCED TO THE EGPS NEIWORK. 4.ERROR OF CLOSURE (FIELD TRAVERSE): 1:108,990 5. ERROR OF CLOSURE (PLAN): 1:62.848 6. ACCORDING TO F.I.R.M. MAP 13051C PANEL 0113G, PANEL REVISED AUGUST 16, 2018, THIS PROPERTY LIES WITHIN ZONE AE. BASE FLOOD ELEV B.O 7. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS AND RESTRICTIONS OF RECORD. 8. EMC ENGINEERING SERVICES. INC. HAS NOT PERFORMED, NOR HAS BEEN SUPPLIED WITH A TIRE PACKAGE FOR THIS PROPERTY. THIS PROPERTY HAS BEEN SURVEYED ACCORDING TO THE DESCRIPTIONS CONTAINED IN THE DEED AND PUTS OF RECORD AS REFERENCED BY THE CHATHAM COUNTY TAX RECORDS FOR THIS PROPERTY. ALL REFERENCED DEEDS AND PLATS ARE ON FILE WITH IN THE OFFICE OF THE CLERK OF SUPERIOR COURT OF CHATHAM COUNTY, GEORGIA. 9. THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE OF THE ENTRIES NAMED IN THE CERTIFICATION HEREON. SAID CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED ENTITIES WITHOUT AN EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID ENTITIES. 10. ONLY SETBACKS AND EASEMENTS SHOWN ON THE RECORDED SUBDIVISION PUT ARE SHOWN ON THIS SURVEY. 11. PROPERTY CORNERS LABELED AS "IRS" ARE 5/8" REM WITH PLASTIC CAP EMBOSSED "EMC LSF 000051 PROP. CORNER 12. COMMON WALL LOCATIONS WERE TAKEN FROM SURVEY PERFORMED ON AUGUST 28, 2016 BY EMC ENGINEERING SERWCES, INC. SURVEYOR'S CERTIFICATION This plat is a retracement of an existing parcel or parcels of land and does not subdivide or create a new parcel or make any changes to any real property boundaries. The recording information of the documents, maps, plats, or other instruments which created the parcel or parcels are stated hereon. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND. Furthermore, the undersigned land surveyor certifies that this plot complies with the minimum technical standards for property surveys in Georgia as set forth in the rules and regulations of the Georgia Board of Registration for Professional Engineers and Land Surveyors and as set forth in O.C.G.A. Section 15-6-67. O R O QpOFes81p,,f �1R No.002743 a• 9 4-'aSUFN�a O? J M. KEATON FEBRUARY 15,2019 GEORGIA PLS #002743 N/F XD 139 LLC UNIT 8-A (DB 424 PO 750) PIN 4-0003-12-037 N/F ROBERT CORDASCO UNIT 8-B (DB 480 PG 676) PIN 4-0003-12-038 18" CURB AND 6.16 GUTTERI ON ❑❑ LP3 UGB'�_ m ace TFII Q '117T-Ak W t 'o yy EM O C9 a ' 10 ]D• i iQ� m n 20' ACCESS, DRAINAGE, AND UTILITY EASEMENT (PB 51, PG 599) ( t ( y I W 10A I zl I I 7 a4 UJ -,f . . 19 ILI Q'02 g NEWLY C6�,STTUCTED / 3 STORY WDO01"FRAMED DUPLEX ROOF HEIGHT 33.67' FROM FLOOR SLAB / N/F f CM & ASSC.,LLC % F CM & ASSOC.,LLC / LOT 154-A LOT 154-B 3497.54 Sq.Ft. x 3,556.02 S9.4 PORTION OF PIN J PORTION OF PIN 4-0003-12-012 4-0003-12-012 , �rouurJN STAIRWELL X5.74 TL586 DRAINAGE SWALE *.27 6'02 6,15 .55 6.34 6.63 EDGE OF ASPHALT ,g0 710 MILLERAVENUE 60'R/W X 6.75 6.93 - CENTERLINE OF ROAD 7.067" - - 7 33 A = 1D' 5' 0' 10' Z SCALE: I"= 10' f�� ■wrr' i� 718 - 7.09 J'/ ,'J•J !; J .i 7G6� 7.20 I wil wi . YQ v I- ewwwwww wwwwwl IVC wwwwwwwwwwn wwwww ���� wwwwwwwwwwwl �wwwwww[ fwwwwwfCM ASSOC.,UC WM wwww wwww 7•wwwwwn Awwwww= I LOT 155 wwwww �wwwww fwwww w Iwwwwwri (DB 876 PC J1 Q - wwwwww fwwewmru PIN 0 �wwww�ww wwww�w uwwwl[Iw�w�I Afl�e.�ru wrw 000 (PB 51, PC. 599) wwwwal� mmmm fwsw■. 1-M-Prl >+1r�wn IW Is g L 32.22' (PB 51, PG 599) I gb > 5/8" IRF 64.D'1' �- wls- - IIsi w�i X5.74 TL586 DRAINAGE SWALE *.27 6'02 6,15 .55 6.34 6.63 EDGE OF ASPHALT ,g0 710 MILLERAVENUE 60'R/W X 6.75 6.93 - CENTERLINE OF ROAD 7.067" - - 7 33 A = 1D' 5' 0' 10' Z SCALE: I"= 10' GRAPHIC 718 - 7.09 J'/ ,'J•J !; J .i 7G6� 7.20 I 6 �C 3• y YQ v I- x6 ZO j IVC In a 'no ge^m W W W aT `aLL WM 0 cd ' b Iia 0 i - 10' SL' - N (PB 51, PG 599) N p 10' 10 0 10' DRAINAGE & N U71UTY EASEMENT 20 ACCESS DRAINAGE, (PB 51, PC. 599) AND UTILITY EASEMENT g L 32.22' (PB 51, PG 599) I gb > 5/8" IRF 64.D'1' �- S18"1708'W - X5.74 TL586 DRAINAGE SWALE *.27 6'02 6,15 .55 6.34 6.63 EDGE OF ASPHALT ,g0 710 MILLERAVENUE 60'R/W X 6.75 6.93 - CENTERLINE OF ROAD 7.067" - - 7 33 A = 1D' 5' 0' 10' Z SCALE: I"= 10' GRAPHIC Z g Q Z m W° YQ v I- W '^ V c Z Lu E ZO j g Z > g.-E In a 'no ge^m W W W aT `aLL O QF F W S z 0 U Q Z � N Q 7 w In O QU m Q U LO O CO r Q r Q 1 �- ° U) 7 a o W I.- LL O (0 W I" Q V- W i 0 JZU) W} o U Z O F- m F- "v �- 0Fn0 HZ m Z O Fn O r OCA 0 C9 U) L) 0 Z < a Q =U)H 0_ U)pz QM Z ZZm �0 OU O < X11 U) Zp� > PROJECT NO.: 19-0015 DRAWN BY: SCH DESIGNED BY: SURVEYED BY: JN SURVEY DATE: 01/31/2019 CHECKED BY: JMK SCALE: 1" =10' DATE: 0210712019 SHEET 1 OF 1 EROSION AND SEDIMENT NARRATIVENOTES- 1. DESCRIPTION: THE PARCEL. IDENTIFIED BELOW IS LOCATED IN CHATHAM COUNTY, GEORGIA AND IS CURRENTLY UNDEVELOPED AND ZONED G2. THE DEVELOPERS INTENT IS TO CONSTRUCT A TWO -UNIT RESIDENCE WITH AN ASSOCIATED DRIVEWAY- ADJACENT AREAS ARE ZONED C-2, AND ARE EITHER UNDEVELOPED OR DEVELOPED AS RESIDENCES, NO IMPACTS ARE EXPECTED TO THESE ADJACENT AREAS. ORIGINAL GROUND 2. TOPOGRAPHIC AND DRAINAGE INFORMATION: CONTOURS, BUILDINGS, ROADWAY, PROPERTY LINES ETC, TAKEN FROM SURVEY PERFORMED4 7YP -^- � 7 CAP" RRF ..•- BY EMC ENGINEERING SE=RVICES, INC. THE EXISTING', DRAINAGE PATTERN CONSISTS OF OVERLAND FLOW FROM THE FAST SIDE OF THE . rM -�- 1 PROPERTY TO THE WEST AND FLOWS INTO A NEARBY WETLAND AREA. THE WETLAND AREA DISCHARGES INTO HORSE PEN CREEK WHICH y EVENTUALLY DISCHARGES INTO THE ATLANTIC OCEAN, I3IVERSI£}N 3. VEGE=TATION. THE VEGETATION ON THE PROPERTY CONSISTS PRIMARILY OF GRASSFS. ANY SUITABLE TOP SOIL WILL BE STOCKPILED ON �+. BERM (Ok) 0.5' AKIN SITE ANIS LATER SPREAD IN PROPOSED VEGETATIVE AREAS. _� "``w •�'"' NOTES: •» _ T H VP MINIMUM 0.5 FT DEPTH. 4, BUFFER REQUIREMENTS: EXCIMf'•I` A5 PROVIDED IN PART IV.(III) OF THE GEwI�EIv4L 1dPLiES PERMIT NO. GAR 10t3[E01,NON-EXEMPT ACTIVITIES DIVERSION BERM REQUIRED AS NECESSARY C3 ASG IF SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 -FOOT UNDISTURBED STREAM SUFFERS A5 MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN 25 -FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE � CAN SAFELY A MINIMUM SLOPE EDI= FOROZ% AND A MINIMUM C3FPTf k OF �i,5 FT, BINDLE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS. �`" • CAN SAFELY CONVEY 2.04 CFS BEFORE OVERTOPPING. S. E=ROSION CONTROL PROCRAM: CLI=ARING WILL BE KEPT TO A MINIMUM. VEGETATION AND MULCH WILL BE APPLIED TO APPLICABLE AREAS ..- - -"'r -�� "'" -+ . �� i IMMEDIATELY AFTER DEMOLITION AND GRADING IS COMPLETED. LAND -DISTURBING WILL BE SCHEDULED TO LIMIT EXPOSURE OF BARE SOILS / �'� - . TYPICAL SALE $r BERM SECTION TO EROSION ELEMENTS. NO SCALE 6. SEDIMENT CONTROL PROGRAM: SEDIMENT CONTROL WILL BE ACCOMPLISHED BY THE INSTALLATION OF SEDIMENT BARRIERS, SEDIMENT TRAP(S), SEDIMENT BASIN($), AND CHECK DAMS) WHERE APPLICABLE TO PREVENT SEDIMENT FROM LEAVING THE SITE AND ENTERING THE STORMWATER DRAINAGE SYSTEM. A CONSTRUCTION ENTRANCE WILL BE UTILIZED TO PREVENT SEDIMENT TRANSPORT VIA VEHICLE TRACKING {:SNTf3 P1,111t IE; RC:DAE75. � � � \ "•. 7. STANDARDS AND SPE=CIFICATIONS: ALL DESIGNS WILL CONFORM TO AND ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS ANIS SPECIFICATIONS or TIME PUBLICATION ENTITLED, -MANUAL FOT2 CIROSION AND SE SEDIMENT CONTROL IN Gm -,GIA". 8. SAFETY PROTECTION: CONSTRUCTION ACTIVITIES WILL BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE LAWS, RULES AND REGULATIONS- X " � SOILS DELINEATION LINE 9. INSPECTION & MAINTENANCE PROGRAM: EROSION CONTROL MEASURES WILL BE INSPECTED DAILY- ANY DAMAGES OBSERVED WILL BE REPAIRED BY DAYS E=ND. CLEAN OUT OF SEDIMENT CONTROL STRUCTURES WILL BE PERFORMED IN ACCORDANCE. WITH THE SPECIFICATIONS AND SEDIMENT DISPOSAL ACCOMPLISHED BY ON SITE SPREADING. BARRIERS WILL REMAIN IN PLACE UNTIL SEDIMENT ,� rONITRIMITINC ARFAS ARF STARII 17FD SII T FFNCFS ANDSARRIFR,S'i Wil,I THFN RF RFMOVFPD ANT'S THF ARFAS ESC:CIJPIFD BY THFSF �AIL STRUCTURES WILL BE VE=GETATED. 10, PETROLEUM STORAGE, SPILLS AND LEAKS: THE PLANS PROVIDER HEREIN DO NOT ANTICIPATE THE STORAGE OF PETROLEUM PRODUCTS � ON-SITE, THESE PLANS EXPRESSLY DELEGATE THE RESPONSIBILITY OF ONSITE HAZARDOUS MATERIAL MANAGEMENT TO THE CONTRACTOR. CLIC THE CONTRACTOR SHALL NOT PARK, REFUEL, OR MAINTAIN EQUIPMENT WITHIN STREAM BUFFERS, IF THE CONTRACTOR ELECT$ TO STORE PETROLEUM PRODUCTS ON SITE, THE CONTRACTOR SHALL PREPARE AN ESPCP ADDENDUM THAT ADDRESSES THE ADDITIONAL BMPS J NEEDED FOR ON-SITE STORAGE AND SPILL PREVENTION FOR PETROLEUM PRODUCTS. THIS PIAN SHALL BE PREPARED BY ACERTIFIED DESIGN PROFESSIONAL AS RE}UIRED BY GAR100001 FOR INCLUSION WITH THESE PLANS. 6 ' m 11_ WASTE MATERIALS. INCLUDING BUILDING MATERIALS, SHALL NOT BE DISCHARGFD TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A � SECTION 404 PERMIT. .._,_ .... f 12. UPON REVIEW OF FIRM, COMMUNITY NO, 135164, BY F.E.M.A. DATED JUNE 17, 1986, IT IS MY OPINION THAT NO PORTION OF THIS PROPERTY \ ! LIES WITHIN A FLOOD HAZARD ZONE. 13. ACCORDING TO NWI MAPS THERE ARE NO WETLANDS ON SITE, 14, THERE ARE NO BUFFERED STATE WATERS PRESENT WITHIN 200' OFri HE PROJECT SITE. A DOUBLE ROW OF TYKE SENSITIVE SILT FENCE WILL 01 UTILIZED TO PROTECT ENVIRONMENTALLY SCNSITIVC AREAS_ _ r 20 DRAINAGE & � 15. THE, PROJECTS RECEIVING WATERS ARE A TRIBUTARY OF HORSE PEN CREEK. . `f ; � �tl U77UTY EAsrjwDNT TY IA" THE EXISTING SOILS TYPES ARE AS FOLLOWS: 16. ACCORDING TO "'SOIL SURVEY OF COLUMBIA COUNTY, GEORGIA". If a Cum CHIPLEY-URBAN LAND COMPLEX 0 TO 5 PERCENT SLOPES r On OSIER FINE SAND 0 TO 2 PERCENT SLOPES � � ,,' "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION 5, f3 6.38 SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE. THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR r / GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF. TRUE, ACCURATE, ANDs " fcE3fr f COMPLETE. I AM AWARE THAT THERI~ ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION: INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." 6 N` I S "I CERTIFY. AS THE DESIGN ENGINEER, THAT THE PLAN PREPARER OR A DESIGNEE THEREOF HAS VISITED THE SITE PRIOR TO DESIGN OF THE EROSION AND SEDIMENT CONTROL PLAN. "I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND V`VLLUTION t VIN I MOL PLAN PROMISES FOR AId API�FZflPRIATE ANC3 � � COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT � � "'�. 7S • "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" {MANUAL) PUBLtSHEt3 01 THF STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THIS YEAR IN WHICH THE LAND -DISTURBING ACTIVITY WAS PERMITTEES, PROVIDES FOR THE SAMPLING OF THE � < RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTE=M OF BEST MANAGEMENT PRACTICES AM1I ItAP ING METH S ISAXPECTED TO MEET THE REQUIPFMENTS CONTAINED IN T14E GENERAL NPDES PERMIT NO. GAR 100€)01." LEVEL It C IC SIO 00m 87 PROPOSED CONCRETE f 7.06 BEFIT L, is, P.E. DRIVEWAY OWNER OR DEVELOPERIPRIMARY PERMITTEE: 620 YAUN CONSULTING, LLC Du 4267 BELFAST RIVER ROAD 6.34 CW RICHMOND HILL, GA 31324 _ / 912-507-2865 1 UTILIZE ON ALL / N032.012709 , DISTURBED AREAS jlnQjArn SEDIMENT STORAGE NOTE-PROPOSED+� THE DRAINAGE AREA PASSING THROUGH THE DISTURBED AREA. AND REQUIRED SEDIMENT STORAGE IS SHOWN IN THE TABLE. IN MY � )r �= RESIDENCE PROFESSIONAL OPINION CONSTRUCTING A SEDIMENT BASIN IS NOT PRACTICAL CONSIDERING THE SCOPE OF CONSTRUCTION. SEDIMENT ! CO A. LOT 154 TYSEE VILLAGE f STORAGE IS AVAILABLE ALONG THE SILT FENCE. PIN 4-0003-12-012 5.9s CTI=FE_ %.0 CO SE i 16.10 o 1 6.04 r9 Ano, rn 11in Sd 1-S f i� DBL ROW 1 6 46 RSF X 6.37 �c r 1 , J. 10'DRAINAGE & U77UTY EASEMENT x 6.08 TENTATIVE ACTIVITY SCHEDULE _ , ' Lr' �> ��r��`"�- . �_ -� LIM[ 15 OF czpcz� ". '' r DISTURBANCE DESCRIPTION MONTH 1 MONTH 2 MONTH 3 MONTH 4 INSTALL AND MAINTAIN CONSTR iCT1E N QUTLEI77777 INSTALL AND MAINTAIN SEDIMENT BARRIERS cif ssm CLEARING AND GRUBBING : ,' - nT. - (� 15 �`' TOP: TEMPORARY MULCHING � l� � M�� �`�.� ? "� ��^'taL�� � ^ .�"�,� ��•, f r X�FJ. �� ] J ROUGH GPAnING A C PAD SSMH FINAL GRAD€NG, CONSTRUCTION AND LANDSCAPING �t, d iiEMOVAL Of SEOIMENT BARRIERS �c { l �- TEMPORARY GRASSING SCHEDULE Ds2 TYPE SEED SEED RATE SEED LDRAINAQI^ URAINAGE RUNOFF RUNOFF SILT SEDIMENT $E UIME=N Ll'SEw IMEN I SEDIMENT STORAGE PARCEL TOTAL DIST. AREA AREA "C" " C" FENCE STORAGE STORAGE STORAGE TOTALS ID AREA (AC) AREA (AC) (ON-SITE) (OFF-SITE)LENGTH (PRE) (POST) NOTE: ALL DISTURBED AREAS SHALL BE GRASSED ANIS MULCHED WITH A DRY STRAW WIDTH HEIGHT" PROVIDED Sd-1 (CY) SEED RATE PLANTING DATES FERTILIZER {AC) 4AG} ALONE MIXED (FT) (FT) (FT) (CY) REOD PROM] I - 0.15 0.09 0.10 0,01 0.30 0.52 262.0 Ej 0.30 8.7 7-4 6.7 5.9s CTI=FE_ %.0 CO SE i 16.10 o 1 6.04 r9 Ano, rn 11in Sd 1-S f i� DBL ROW 1 6 46 RSF X 6.37 �c r 1 , J. 10'DRAINAGE & U77UTY EASEMENT x 6.08 TENTATIVE ACTIVITY SCHEDULE _ , ' Lr' �> ��r��`"�- . �_ -� LIM[ 15 OF czpcz� ". '' r DISTURBANCE DESCRIPTION MONTH 1 MONTH 2 MONTH 3 MONTH 4 INSTALL AND MAINTAIN CONSTR iCT1E N QUTLEI77777 INSTALL AND MAINTAIN SEDIMENT BARRIERS cif ssm CLEARING AND GRUBBING : ,' - nT. - (� 15 �`' TOP: TEMPORARY MULCHING � l� � M�� �`�.� ? "� ��^'taL�� � ^ .�"�,� ��•, f r X�FJ. �� ] J ROUGH GPAnING A C PAD SSMH FINAL GRAD€NG, CONSTRUCTION AND LANDSCAPING �t, d iiEMOVAL Of SEOIMENT BARRIERS �c { l �- TEMPORARY GRASSING SCHEDULE Ds2 TYPE SEED SEED RATE SEED SEED RATE DATES FERTILIZER LIME SURVEYED BY: ALONE, MIXED 2/26/2018 6-1212 _ RYE GRASS 40 LITS./AC. 10, 811 to 4115 1500 LBSJAC, 1.5 TONS/AC. BROWN TOP 40 LBS,/AC. 10 LBS.IAC;, 411 to 7115 15W LBS,IAC. 1.5 TONS/AC, MILLET E DISTURBER AREA STABILIZATION I�IC}Ita�7E rv» D53 ESTABLISHING A PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES: NOTE: ALL DISTURBED AREAS SHALL BE GRASSED ANIS MULCHED WITH A DRY STRAW MULCH AT A RATE OF 2.5 TONS PER ACRE. PERMANENT GRASSING SCHEDULE E TYPE SEED SEED RATE SEED RATE PLANTING DATES FERTILIZER LIME - ALONE MIXED DUST CONTROL ON DISTURBER AREAS 6-12-12 --- BERMUDA, COMMON I O LBS.IAC, 6 LBS,IAC. 311 to 711 1500 LBS)AC. 1.5 TONS/AC. (HULLED) 03 { , V m as 85'Y ` BERMUDA, COMMON 14 L8S.)AC. 6 LITS -IAC. 1011 to 3f1 1500 LBS,/AC, 1 5 TONSIAC. (UNHULLED) z P ` ,z,,,,,, v NOTE: ALL DISTURBED AREAS SHALL BE GRASSED AND MULCHED WITH A DRY STRAW MULCH AT A RATE OF 2.5 TONS PER ACRE: CONCRETE WASHDOWN AREA E 1. THE CONTRACTOR SHALL DESIGNATE A SPECIFIC AREA ON SITE WHERE THE WASH DOWN OF CONCRETE MIXER CHUTES, HOPPERS, TOOLS. AND THE REAR OF VEHICLES WILL BE ACCOMPLISHED, THE WASH DOWN AREA SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM ANY WETLANDS. DRAINAGE DITCHES AND OTHER ENVIRONMENTALLY SENSITIVE AREAS. THE WASH DOWN AREA SHOULD BE LOCATED IN AN AREA THAT WILL PROVIDE A MAXIMUM DEGREE OF CONTAINMENT IN THE EVENT OF SPILLS. 2. THE CONTRACTOR SHALL INSPECT THE WASH DOWN AREA INTERMITTENTLY TO ENSURE PROPER CONTAINMENT!S ACCOMPLISHED. 3- IN THE EVENT OF A SPILL OR LEAK THE CONTRACTOR SHALL IMMEDIATELY REPORT & REMEDIATE SAME IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS. 4. WASH OUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITERS. . i www.Georgia8ll.com Know what's below. Call before you dig. �- PROPOSED SWALE ___ � � �. ~-- 4 MIN 0.5% SLOPE 110,�,� 411`1 , { (SEE DETAIL) Di 6.06 " RBF f 20' DRAINAGE & x 5.89 f x 6.06 f f THEESCAPEOF SEDIMENT FROM THE SITE SHALL. BE PREVENTED BY THE INSTAI I ATION OF FRt`IltION rONTRCDJ_ MFASI IRI R AND PRArTICF,; PRIOR TCS. CSR ' I t CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 2 I l� THE INSTALLATION OF EROSION CONTROL AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL RUN PRIOR TO OR CONCURRENT WITH LAND -DISTURBING ACTIVITIES ( , ('15 J EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL J/ J IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES cq j SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. f ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED I TH MULCH OR TEMPORARY SEEDING. ANY AMENDMENS/REV18IONST 'TO THEE &PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL, SPECIAL NOTES: 1, THE CONTRACTOR SHALL PROVIDE TEMPORARY GRASSING AND MULCHING FOR ALL DISTURBED AREAS OUTSIDE OF THE RIGHT-OF-WAY FOR THE DURATION OF THE PROJECT. NO DISTURBED AREA OUTSIDE OF THE RIGHT-OF-WAY SHALL BE LEFT" UNCOVERED FOR MORE THAN TWO DAYS, 2, DFVELOPER(S) ANDIOR CONTRACTOR(S) ARE RESPONSIBLE FOR REMOVING OR CLEANING OUT ANY SILT, DIRT, MUD OR ANY OTHER TYPIC OF DEBRIS THAT FINDS li ITS WAY INTO A PRIVATE POND OR A COUNTY OWNED POND FROM THEIR SITE. IN ADDITION, THEY ARE RESPONSIBLE FOR REMOVING ANY OF THE AFOREMENTIONED ITEMS THAT COME FROM THEIR SITE ONTO PRIVATE OR COUNTY OWNED PROPERTIES TO INCLUDE RIGHTS OF WAY. GEORGIA UNIFORM CODING SYSTEM FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES GEORGIA SOIL AND WATER CONSERVATION COMMISSION STRUCTURAL PRACTICES CODE PRACTICE DETAIL MAP BOL SYM DESCRIPTION CO CONSTRUCTION EXIT SURVEYED BY: �� `� A CRUSHF0 STONE PAD LOCATED AT THF CONSTRUCTION SITE EXIT TO PROVIDE A PLACE FOR REMOVING MUG! FROM TIRES THEREBY 2/26/2018 AREA/<� STABILIZATION ,� ': iLA3f6' PROTECTING PUBLIC STREETS. 10, TSEDIMENT BARRIER ,_ �- � A BARRIER TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. IT MAY BE SANDBAGS, BALES OF STRAW OR HAY, BRUSH, 0 SEEDING) LOGS AND POLES, GRAVEL, OR A SILT FENCE. I E DISTURBER AREA STABILIZATION I�IC}Ita�7E rv» D53 VEGETATIVE PRACTICES CODE I PRACTICE DETAIL MAP SYMBOL DESCRIPTION DESIGNED BY: DISTURBED SURVEYED BY: EMC SURVEY DATE: 2/26/2018 AREA/<� STABILIZATION ,� ': C3s2 ESTABLISHING ATEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON 10, (WITH TEMP'S .. SHEET DISTURBERS AREAS. 0 SEEDING) z0 I z DISTURBER AREA STABILIZATION , r wf, ' M a D53 ESTABLISHING A PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES: ui (WITIi PERM r"�f GRASSES, OR LEGUMES ON DISTURBED AREAS. ?0 SEEDING) - DUST CONTROL ON DISTURBER AREAS - "---�_.�a --- CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON CONSTRUCTION SITE, ROADWAYS AND SIMILAR SITES, EXIT DIAGRAM _,-HARD SURFACE PUBLIC ROAD --SEDIMENT TRAP .,,--SEDIMENT NOTE 8) 177 `--s h it _ ► FLOW FLOW CULVERT UNDER ENTRANCE (IF NEEDED) DIVERSION RIDGE�s� x ,, (SEE NOTE 6) w N.S.A. R-2 (1,5" - 3.5") COARSE AGGREGATE GEOTEXTILE UNDERLINER -/ ,/" }I�IN. TIRE WASHRACK f I AREA,ITIRE WASHER SUPPLY WATER WASH ENTRANCE ELEVATION WHEELS IF NECESSARY v a 6 MIN NOTES: 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. RFMOVF AI.,L VEGETATION AND EITHER UNSUITABLE MATERIAL FROM THE FOUNDAA ION AREA, GRAt)f_ AND CROWN FOR POSITIVE ElFWNAGF- 3. AGGREGATE SIZE SHALL. BE IN ACCORDANCE WITH NATIONAL $TONE ASSOCIATION R-? (1.5"-3.5- STQNF), 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6'. 5. PAD WIDTH SHALL BE FQUAL FULL WIDTH AT ALL POINTS OF VENICUI.AR EGRI`_+S BUT NO LF 85 THAN n', 6, A DIVERSION RIDGE SHOULD BE CONSTRUCItl) WHEN GRADr-. TOWARD PAVf:D AREA IS GREATtuR THAN 7.30. 7. INSTALL PIPE UNDER THE ENi RANCF IF NEECDF0 TO MAINTAIN DRAINAGE DITCHES. @. MIEN WASHING IS REQUIRE U, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN ArIPROVECD SEDIh?ENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOF= AND DRAINAGE Fpml THE ENTRANCE TO A SEDIMLNT CONTROL XVICE). Il. WASiMACKS ANE3IOR TIRO WASHERS MAY 8F REQUIR1:D DEPENDING ON SCALE AND CIRCUMI;TANCF. IF NECESSARY, WASHRACK DFSION MAY CONSIST OF ANY MATERIAL StATABLE fOR TRUCK TRAFFIC THAT REMC}VE nMVO AND IInT, ?0. h'A1NTAIN AREA IN A WAY THAT PREVENTS TRACKING ANi3;OR FLAW OF MOD ONtO PUBLIC RIGHTS -OF -WAYS. THIS MAY REQUIRE TOP DRESSING. REPAIR ANDIOR CLI„ ANOtJT OF ANY N!EA"3URZS USED To TRAP SEDIVENT. co CRUSHED STONE CONSTRUCTION EXIT FRONT VIEW 4' MAX. O.C. SIF3Ir ViIwUEt z FABRIC � (WoveN WIRE FLOW FENCE BACKING) 77 17 __- __...._. ._.. ...... ...... ..,......,... ..._......_ '`.' TRENCH LID 2" co ^ ; to T NC3TES" USE STEL OR WOOD POSTS ORAS SP'"CWIEQ BY THE ER€SSION, SIrMMFNTATION, AND LLW ION COWROL PLAN. 2, REIGHT t') IS TO BE S3(WJ 04 THE EROSION, SEOtMENTATION, AND POLLUTION, CONTROL PLAN. 3. GDOT OPL 36 ALTERNATIVE Sd1-S SILT FENCE„ -„TYPE SENSITItiE VICINITY MAP � t,� ��. tj i h � � ; a t'� ' » '"�,.,, q � `i' -I � f 0.%3•. 4 �� LL % z/T t, �+I t t 2U CM1 a 15 d h SITE ' `''�-,.� `^-. , � M a �,� .•� s-'"'^�..�t tis moo,,, ,I� +;: � � �� - :��,, Al 4 IIA 4 .ItI A7. {a I 14 `��, w 4. W Iii O_ 1- tL U LLI Q _O E!) U-1 O , z jjJ�� f-,ECIR(0A SOV-ANOWAUR w - �F CONSSRVAItONCCOMWSIU`1 Robert L Titus II LEvEL II CrLRT€FIFn D>-slr,N PROPESMOMM. CFRTIFItrmRm NiJmsm: 15000008775 Issum: 121112015 EXPIRES: 1211%2018 0Ra' --4ST�I��� NQ, PE 6352 'ki O NO.: 18-8528.700 d ACB DESIGNED BY: Of SURVEYED BY: EMC SURVEY DATE: 2/26/2018 10' 5' 01 �o 10, 4125/2018 GRAPHIC SCALE: 1" 10' SHEET 1 0 z0 I z i ui Lu ?0 W - C7 WQ v t CD p � 03 { , V m as 85'Y ` i? 4 55 > cvT E a z P ` ,z,,,,,, v E wN 0 ?c CTT n a J° m Z z Z 4 I�Lu wLu Q J ujJ Z Z cin U d Lu _O O Z O O r Vl Z wLL 'ki O NO.: 18-8528.700 d ACB DESIGNED BY: Of SURVEYED BY: EMC SURVEY DATE: 2/26/2018 CHECKED BY: O SCALE: �o DATE', 4125/2018 SHEET 1 z0 ui Lu ?0 - v O <L_ I-_ 0 "< F_ F-- I 0 U) I�Lu wLu U) cin z O r Vl O W PROJECT NO.: 18-8528.700 DRAWN BY: ACB DESIGNED BY: ACB SURVEYED BY: EMC SURVEY DATE: 2/26/2018 CHECKED BY: RLT SCALE: 1" = 10' DATE', 4125/2018 SHEET 1 OF 1 LOT 177 BENCHMARK TOP OF PK ELEV 6.08 NAVD 1988 zl ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS IN ZONE AE, BFE 11. THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN CHAPTER 180--7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O•C.G.A. 15-6-67. J. Wfg= IMxorDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHONE: 912-352--0464 FAX: 912-352-7787 ULSTER 1 NO. 2249 Q v] p O jTLEY LOT 155 - f w Ds co A ++ LS 70014'11 "E 110,14' � + lb . Wa' Co O 2 5F p 20' ACCESSM DRAIN. &+UTILITY ES O O PAVERS +O� +rO6 Oa +O� 6 lblb Q lb 1 (b 1 +O + I a : I 5/8" RBF � 1 f + s 1 + ! 1 6.42lb 0 I +� r or +� 1 I ��• b 1 �° o /v +ro a 0 6.36 pq I 4 !rn n �� — — — _ _..._ - LOT 150- - �. T- � I +J lt;�) +A0, 0 jb' 0� CD i a (b a4 -! +Ock Qk c�Cr { �. 6.22..1 +�'} - It, -- - - +10 I i SAI''• M/H 0 �' I + � I I 18 `°---- -- ----- — --------- --� I +O L �7G, 20' I 20' ACCESSM DRAIN. & UTII.TI7 ESMT. O tf pV j N 70°12'24 110.16' T .10 g +I x O + *4jco y e +� 6 LOT 153 EQUIPMENT: TOPCON AP-L1A ERROR OF CLOSURE: LINEAR: I/ - ANG: -"/ANGLE BALANCED BY: - PLAT: 1/76,000 0 10 SCALE: 1" = 10' DATE: OCTOBER 3, 2017 SURVEY DATE: OCTOBER 9, 2017 PLAT FILE NO. 17-132 1 i 10 20 30 GRAPHIC A 'b�b rolp a► 0 SAN. M/H TOPOGRAPHIC SURVEY OF ECT 154, TYBEE VILLAGE, WARD 1, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: DON HARTLEY ^r, mi Gm: t W+cir v .... . rv CG: ta.c�. LaB z �v3�wes3 By �_.����� Date 11� f' f_;fly p;3rk 4r,r r m¢Z Z L.L 0E � z U) w❑ O LLJ X < Er�t! JU (L z LL, W- o°cr� ¢�z za:O �-zo= OLUZ z m - U w0 -'0MCCLLJ jLruo0 w?pUsn ZJLLzw � C) W chin w= = LU �awLu� �w zCC�D-¢� < tr 00 pwwwU 0 = inJ _ =Lu Ln a: Q1 Z) i-0 2 LL LL 0U)Qpo z —ZQ 0�Lu 0(,)z2 oir o7>Eo 5w❑Li- 5 0 a Ot Ctl:'1cai f, f!�<' L1 �'•'!?^ , �^ I'i�i hl�!�, !i�il��� J7�:L7. CtFi 4r,r r m¢Z Z L.L 0E � z U) w❑ O LLJ X < Er�t! JU (L z LL, W- o°cr� ¢�z za:O �-zo= OLUZ z m - U w0 -'0MCCLLJ jLruo0 w?pUsn ZJLLzw � C) W chin w= = LU �awLu� �w zCC�D-¢� < tr 00 pwwwU 0 = inJ _ =Lu Ln a: Q1 Z) i-0 2 LL LL 0U)Qpo z —ZQ 0�Lu 0(,)z2 oir o7>Eo 5w❑Li- 5 0 a Ot 5 if *ez do 41 f Oe 4f— Z) CCO 44 CL ! ; r I JL vl Fh_ t r _ _ N , " S a _ orLill "44., o MW If 4OP" QD iL_.f Ir r 1 • `� x i a1 +r�-r_ - ,�C'�••�•~ •ilC.a •�rli 6"- 1. �• `Y � .IJ �e •� `i ,} C'1t, S,•.- ' .tee ._ - _ �•--.... ...-..... .-...�.� _ ...,--� —� ' !� _ .. VT Storage s '!C' ll',�P,` 4 lid tk Of fs'i1 Li J{ ! ; r I JL vl Fh_ t r _ _ N , " S a _ orLill "44., o MW If 4OP" QD iL_.f Ir r 1 • `� x i a1 +r�-r_ - ,�C'�••�•~ •ilC.a •�rli 6"- 1. �• `Y � .IJ �e •� `i ,} C'1t, S,•.- ' .tee ._ - _ �•--.... ...-..... .-...�.� _ ...,--� —� ' !� _ .. e t - ti 10 cuor 'A') rr 10 - 4�7%" Copyright Ainsworth Designs 2018 DO NOT SCALE THE DRAWINGS, THE DESIGNER WILL NOT ACCEPT RESPONSIE FOR CONSTRUCTION ERRORS, DUE TO SCALING OF THE DRAWINGS. VERIFY A DIMENSIONS, FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION. IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR, NOT CLEAR, THE GONTRACTOR SHALT. CONSULT WITH THE DESIGNER FOR CLARIFICATION. m z�—c-LU 0 ir— -- z � Lij .,�"�Q �(3Zv—. [1 ZoLL 41- < zcco o cc wz Q �0M(r �wcrz wZ (-)V55 Dz N m0 UJ Ao��- _w �0WLU C6 - CCW �QXU) < Ir LLIwUA � C2J wODcr< F2 WU�V1 a <w—Q00 U)z0OU- _0 V5 za LU Z�wz 0000. 0 LL LL 0 ti` 0 4 COO -1'pP I`-/ SLA . L 'rte hU�LR• � lo !2 3-Vflo L. e� v/�, lion It pawn MAN M -# —uurr A• CD n rte ¢ a t ht2 S O r. I f-Im. 4a- m7t 17 +1 � __fib � � L%li IEW> - - M _ - CD �Myw Q F A Z 0 LU - _ � LU ..LL LLE Z .LLA LU Lu cb Co ul. LU F LULU O IUJ uj �- uS: ire, UJ Z : - - - - - - LLE U1- Z F O Q. O�• _ .. � �. � � � � - . - ....... .�._. .... __ ..... _ .... ..... .. , , I - � .. „ I {�. � � .. .. _ � .. .. � � . .. ,. -, � .� � � � r �- .. -.. � � .. . _ r � � � ,. e x - -. . - � � - � � _ ...,. � - �. .� h - 1 { - _ � � f i � - - +;'. �° .. �. � � - �. r. � .� — a, _ .. - . . 4� - ', � - - - - -� - �� ; . - i - � - - - _ - � .. _ - - � ' �a .. . .. - - ., .. - /f �4. - � a �� � � � - � � - - - .. - ' - - , - - S •yi. �, � - - _ a' � � v ,�y,. � � - � � � � .. � � � ��yy +Y�' ��_ k� � i'� '� _ - � r� _ � � �' �'�.ea, ice. ' S f«Y � � - - , � � � - � � - - _ _ „ . .. .. .' .. . . ., �. � �, '. _.„ � �' .. ... -. �,. :. .. , . , ...... ... �. � ., .. � ; ...: ; :: �. . FOR CONSTRUCTION ERR ORS, DUE TO SCALING OF THE DRAWINGS. IiERIFY ALL .. . .. .. � ..., , ; . -. . - _ ... _ .. dfMENSi ONS, FINISHES, �IX�f'URES, ETC. BEFORE BEGINNING CONSTRUCTION. , � IF DIMENSIONS OR DETAILS ARE OMITTEd, INCORRECT, OR NOT CLEAR, THE ®Copyright Ainsworth Designs zois CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR, CLARIFICATION. 1N �, � 21'_81, 431.8" 50'_8" F---_....--...-1 r----•--•--•--- ----- F ----� I- _j L -I F1 I F—� c L c L� i II ii B I ii II I A I I 12" GRADE BEAM TO BE ---J ( I I'•- I I POURED MONOLITHICALLY I I I WITH SLAB, TYP. 1 1 4" CONCRETE SLAB I I I D W16X6 WWF ON 6 — --j F L_ I L_ I MIL POLY I— I ❑ I I 18j1W X 16"D GRADE I `1 BEAM TO BE POURED I I MONOLITHICALLY D WITH SLAB, TIP. I 1 ----------------.-_.-..-.____..._._. 40.2'1 --___,----------...._------- III --------------- 8"CMU BLOCK WALL — — — — — — — — _j (FILL -CELLED) 81' CMU BLOCK WALL {FILL -CELLED) 1 1 STAIRWELL I (12" THICK SLAB) L 1 ELEVATOR I ❑ ( (12" THICK SLAB) 1 L 1 �— -' 4" CONCRETE SLAB FJ W/ 6X6 WWF ON 6 1F1 1 I I 1 MIL POLY r 4" CONCRETE SLAB WI 6X6 GENERAL NOTES; 2 - #5 T1B (TYP.) WWF ON 6 MIL POLY 1. GRADE BEAMS CONTAIN #5 REBAR IN LONGITUDINAL DIRECTION AND #5 REBAR IN'° 41f q , THE TRANSTUDINAL DIRECTION. 2. SOIL BENEATH THE GRADE BEAM SHALL BE 0 1'-4" • � , � � I I 1 � ' VAPOR COMPACTED TO 95% PROCTOR DRY DENSITY. 13'-4" 3. POUR ENTIRE FLOOR WITH 4" THICK 3,000 PSI 4 4 11 d 1 BARRIER -� CONCRETE (WELL VIBRATED AND 4 < � COMPACTED FILL TO 1 95% PROCTOR DENSITY COMPACTED) WITH 5x5x4 WWF. 4. SUPERSTRUCTURE BY OTHERS. 6" DRAINAGE #5 STIRRUPS @ 24" c/c 5. ARCHITECT TO PROVIDE DETAIL FOR DRAFT PIPE, AS 1`-" STOPPING IN OPEN WEB FLOOR TRUSSES PER NECESSARY TURNDOWN MONOLITHIC SLAB -- SECTION "A" IBC -2012, SECTION 718.3.3 (1/2" PLYWOOD NOT TO SCALE 8' ATTACHED TO SIDE OF SNOOD TRUSS EVERY 16/1--— 1,000 SQUARE FEET EXTEND TO CEILING IF : ONE OCCURS). 0. CONTRACTOR SHALL PROVIDE 318" JOINT ar„ ,-✓ - BETWEEN FOUNDATION PIER AND THE FLOOR -'< :'; 1s #5 REBAR EXTENDED FULL SLABS. '�,4 HEIGHT OF COLUMN 7. SIMPSON STRONG -TIE WOOD CONSTRUCTION 1 " _ 3' CONNECTORS (OR EQUAL) SHALL BE USED IN 8.-4'. CONSTRUCTION (SEE ATTACHED SPEC SHEET). = ' NO. 9 -GAUGE SIDE ROD, JOINT I I I I 16" COLUMN, TYP. I I 361'WX24"DIP I I I I CONCRETE 1 1 L I I FOOTING, TYP, #5 REBAR EXTENDED FULL 7 `� Imo' r �' HEIGHT of COLUMN L—.....• ..nom — .�— err — — — -j !F • — — — — — — — — J � — r 16'-2" __ ,,.r� �,,,,, . „ ,,, ,.,..,, 16'-2" 32'-411 16F. 16" X 16" CONIC. -,, - - : � �� .� `. .. .. . . #5 REBAR EXTENDED FULL BLOCK POURED HEIGHT OF COLUMN SOLID W13,000 PSI CONIC. (SMALL AGGREGATE) ....NO. 9 -GAUGE SIDE ROD, JOINT a _ - REINFORCEMENT PLACED ALONG ALTERNATING ROWS (LADDER TYPE) 5- n n 4 - #5 REBAR PER COLUMN a 3,000 PS -- 10'-61f 2.5 2'-4" NO. 9 -GAUGE SIDE ROD, JOINT REINFORCEMENT PLACED ALONG 16" X 16" CONIC, ALTERNATING ROWS (LADDER TYPE) g•a ry• csay BLOCK POURED R��- SOLID Wi 31000 PSI CONC. (SMALL `R AGGREGATE) REINFORCEMENT PLACED ALONG ALTERNATING ROWS (LADDER TYPE) 16" X 16" CONC. BLOCK POURED SOLID 1!1113,000 = PSI CONIC. (SMALL AGGREGATE) '1 4 - #5 REBAR PER COLUMN 1 , #5 REBAR 4" CONCRETE SLAB WI 6X6 WWF ON 6 MIL POLY t d 4,1 24" �.. 4 . d VAPOR a. a �� COMPACTED FILL TO BARRIER J. 95% PROCTOR DENSITY 6" DRAINAGE 36" LL] #5 6 !� _ --__-_-_-_--_ ----------- REBAR :.: 0 CRETE SLAB p O.C., TYP. :. @ GRADE BEAM WI 6x6 WWF ---- -i r-------------------- _ _ ..-.---__-_...................--.- ..------ �_� I I 161£ 24" Am a f 24" � PROJECT NO.: 18-8528 F- a E 3 DRAWN BY. ACI3 1 t 0. DESIGNEE? BY: ACB #5 REBAR I ' I E "GRADE E SURVEYED BY: SURVEY DATE:�� COMPACTED TO 95/ w , TYP. CHECKED BY, - RLTBEAM STD. PROCTOR _._ . _.... _ ii SCALE: DATE_ 3/28/2018 GRADE BEAM & COLUMN FOOTING - SECTION l'C'r _.._ SHEET a s s s r 1 1 OF 1 a I: CL U w w z 0 W cl� r 1 1 1 1 I 1 © z 44 Ro !�'5-,s T ;� No.PE26352 PROFESSI L 8/ 1 �FRr L. 5' 2.6 a 51 GRAPHIC SCALE: 1" = 5' V a z m W --- z Www E -6 8 ms. Z �Q wo co �;, d W zuj � is,.. W o ;a @ 0 VJ WN X CA L�LliY m z Q W ¢ ' o d O z ou �U_ •.. O 'PIPE AS 4 - #5 REBAR PER COLUMN �C NECESSARY EXTERIOR COLUMN & COLUMN FOOTING - SECTION "B" NOT TO SCALE 0 W W 0 4" CONCRETE SLAB 1�w �-- 3,000 PSI #5 REBAR w CONCRETE 6" 0. C. TYP. @ GRADE BEAM Wl Z LTJ < Z W - 6x6 WWF 0D w #5 REBAR EXTENDED FULL .. 0 C=7 NO. 9 -GAUGE SIDE ROD, JOINT > �._____ ____________________ __12---__--_-_____�____�_______ HEIGHT OF COLUMN � W � REINFORCEMENT PLACED ALONG r, 24"1 f_ ALTERNATING ROWS (LADDER TYPE)m cc — `- i I - I --.. -. e.....- - e.. -ia #5eE •_- REBAR EBAR i �W16 X 16�CONIC ...... .._ ..,..» —1 03' BLOCK POURED L.IwIA �t , r , i _ I SOLID W/3,000 0 a 12 GRADE PSI CONIC. (SMALL :: 4 - #5 REBAR PER COLUMN .' „ _.____. COMPACTED TO 95% STD. PROCTOR BEAM, TYP. AGGREGATE)c CONCRETE 4" CONCRETE SLAB W16X6uj LIJ WWF ON 6 MIL POLY e1 f+ co GRADE BEAM & COLUMN FOOTING - SECTION D 4" C N > 2 4 ° d 4 ° 4u [S ' i � � � Q• 4 I � � I I VAPOR .�. COMPACTED FILL TO BARRIER 20" 95% PROCTOR DENSITY #5 REBAR @ 6" O.C., TYP. 36" INTERIOR COLUMN & COLUMN FOOTING - SECTION "E" co G 1 NOT TO SCALE N NOT TO SCALE 3,000 PSI...... CONCRETE #5 6 !� _ --__-_-_-_--_ ----------- REBAR :.: 0 CRETE SLAB p O.C., TYP. :. @ GRADE BEAM WI 6x6 WWF ---- -i r-------------------- _ _ ..-.---__-_...................--.- ..------ �_� I I 161£ 24" Am a f 24" � PROJECT NO.: 18-8528 a E 3 DRAWN BY. ACI3 1 t 0. DESIGNEE? BY: ACB #5 REBAR I ' I E "GRADE E SURVEYED BY: SURVEY DATE:�� COMPACTED TO 95/ w , TYP. CHECKED BY, - RLTBEAM STD. PROCTOR _._ . _.... _ ii SCALE: DATE_ 3/28/2018 GRADE BEAM & COLUMN FOOTING - SECTION l'C'r _.._ SHEET NOT TO SCALE 1 OF 1