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Home My Public Portal About07-0112 Howard 1 lTy k \Jstd 4 V CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-14-2007 PERMIT#: 070112 WORK DESCRIPTION: INFRASTRUCTURE WORK LOCATION: -i- 1407 ESTILL A.,,/_:l'-t o i SJ 4:' ,):S., 9 r` OWNER NAME JOHN HOWARD ADDRESS 8 ANCHOR CT CITY,ST,ZIP SAVANNAH GA 31410 PHONE NUMBER 429-7222 CONTRACTOR NAME COASTAL LANDMARK CONSTRUCTION ADDRESS PO BOX 13308 CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $1,165.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $50,000.00 TOTAL BALANCE DUE: $1,165.00 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: a_ S tits P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc@bellsouth.net March 9, 2007 Sharon Marshall Director of Economic Development i City of Tybee Island 1 ar.Er 3' P.O. Box 2749 ,ate' Tybee Island, GA 31328 ?J`� Phone (912)786-4573 Fax: (912)786-9539 RE: Lots 1407&1409 Estill Avenue at Bay Street Subdivision for Coastal Landmark Construction, LLC/Dr. John Howard Dear Ms. Marshall: We have revisited the site and compared it to the latest asbuilts. Based on my observations and to the best of my knowledge and belief it is my opinion that this project has been constructed in substantial compliance with the approved plans and the Land Development Code of the City of Tybee Island. Please contact me if you have any questions on this matter. S erely, ' neh11 . . ay. i, Jr., P.E. President 2051260E DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisencinc@bellsouth.net INVOICE March 9, 2007 Invoice#20512601 Diane Otto RECEIVEI Director of Economic Development City of Tybee Island P.O. Box2749 03- 09-0-7 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912) 786-9539 RE: Lots 1407&1409 Estill Avenue at Bay Street Subdivision for Coastal Landmark Construction, LLC/Dr. John Howard 12-20-05 1.5 hours Plan review, site observations and comment letter(2051260B) 01-09-06 1.0 hours Plan review and concurrence iettermment letter(2051260C) 06-06-06 1.5 hours Site observation, asbuilt review and comment letter (2051260D) 03-09-07 1.0 hours Site observations, asbuilt review and comment letter(2051260E) 5.0 hours @$150= $750 Total Due 22o- 62- 1202. o3 - 09 - 1 al.dcece 4-0 (�� 1 - Ot 2 � I� S rviar 0 r f o r .J 0 c.J/Lc 'S f ✓1 . Page 1 of 1 Dianne Otto From: Mark Williams Sent: Friday, October 13, 2006 9:19 AM To: Dee Anderson Cc: Dianne Otto Subject: Estill Avenue Subdivision Dee, An inspection of the Estill Avenue Subdivision water and sewer system has been completed and has been approved by the Director of Water and Sewer. Mark L. Williams Tybee Island, GA Director of Water/Sewer and Public Works Office: (912)786-4573 ext. 122 Mobile: (912)844-8409 Fax: (912)786-4432 10/13/2006 Dec OE 06 06: 53p MRRK H05WELL 912-897-6932 p. 1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 314 IO 9X2-897-6932 r evi,,e©sG s?c.LsOUTH,N T December 2.2006 Mr. George Reese DPW Tybee Island,Georgia RE : John Howard Project Estill Avenue Tybec island,Georgia Dear Mr. Anderson, As per your request, we have reviewed the site for the above referenced project for compliance with the approved plans_ After a brief inspection of the project, it is our opinion that the utilities have been constructed and installed in substantial compliance with the approved plans. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. $97-6932 or e-mail us at lahbos(a hellsouth.net.. Sincerely. Mark A. Boswell DEC-02-2006 19:06 912 897 6932 96% P.01 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: Lt, PIN# NAME ADDRESS TELEPHONE Owner Architect - or Engineer 444124,-- l- s -�_-- Building Contractor ��- (Check all that apply) W 0, I }"�`�ro n J 7 T - 0 2 0 ) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family Other__tea,%ate"' ❑ Commercial Details of Project: k easz e., JY�MStGr' �i aim l f Estimated Cost of Construction: $ St)pop Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel &Masonry UM 4 / (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area Living space(total sq. ft.) #Off-street parking spaces Trees located&listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height 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 facilities will be provided through On-site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control,building, fire, shore protections and 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 affect-I. I accept responsibility for any corrective action that may be necessary to restore drai►. - mpaired by this permitted construction. Date: ljl ri Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. a l Sir The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit [J -).(0 5. Code Enforcement Officer d,�/�� - 22---0? Inspections nA, 15 O. Water/Sewer Water Tap Storm/Drainage �� , Lam 'z z Sewer Stub Inspections Aid to Const. City Manager TOTAL 12 k, 4I 5, cev.e4..1 IS-0 • 11(405. REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person,unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: U Project I.D.: Attachments approved by: Date: j Z z DAVIS ENGINEERING,INC. 636 Stephenson Avenue,Suite C Savannah,Georgia 31405 Tel.(912)355-7262 Fax(912) 352-7787 davisenginc @bellsouth.net June 6,2006 tt RECEIVED Dee Anderson,Zoning Administrator r r J O City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lots 1407&1409 Estill Avenue at Bay Street Subdivision for Coastal Landmark Construdtion,LLC/Dr.John Howard During the prefinal walk through with Mark Williams we noted the following items needing attention prior to the final inspection. 1) Asbuilts shall be provided to: a) Verify the swales have been installed to the grades and alignments shown. b) Verify the services and drainage features are properly located in the easements shown on the approved plans and the final plat. 2) A suitable stand of grass is to be established on the swale slopes. 3) The outfall swale appears to be lower than the downstream area. Positive drainage shall be provided as shown on the approved plans. It is my understanding that once the above issues have been corrected and asbuilts provided,a final inspection will be scheduled. Please contact me if you have any questions on this matter. Sincerely, Downer K.Davis,Jr.,P.E. President 2051260D DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah,Georgia 31405 Tel.(912)355-7262 Fax(912) 352-7787 davisengincAbellsouth.net January 10,2006 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: Lots 1407&1409 Estill Avenue at Bay Street Subdivision for Coastal Landmark Construction,LLC/Dr.John Howard We reviewed the plans by Boswell Design Services revised 01-06-06. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks,density or other zoning or subdivision regulation issues. It is my opinion that within the scope of our design review,to the best of my knowledge and belief,these plans meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K.Davis,Jr.,P.E. President 2051260C DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah,Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(cbellsouth.net December 18,2005 Dee Anderson,Zoning Administrator City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lots 1407&1409 Estill Avenue at Bay Street Subdivision for Coastal Landmark Construction,LLC/Dr.John Howard We reviewed the plans by Boswell Design Services. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. We offer the following comments: 1) No parking signage must be placed to prohibit parking in the easements between Lots 1&4 and 2&3. Otherwise parked cars could block access and maneuvering areas for other units. 2) The jurisdictional line the 25'buffer if off of needs to be labeled. DNR line needs to be labeled. 3) DNR and other permits necessary to allow dumpling of rip-rap in the marsh are to be provided to the City of Tybee. Otherwise,redesign of any outfall treatment is required. 4) Clarification of BSL's and easements such as south of Lot 1 is requested. 5) Details on the width,slope,top elevation,ect... is required for the diversion berm along the north i side of Lot 2. 6) The area at the corner of Lots 1,2 and Lot 19 Northwave needs reconsideration with the invert of 6.2 and the adjacent area on Lot 19 at only 6.4. With the shallow depth of the outfall ditch the Cd- check dam north of Lot 1 may need to be reconsidered to avoid diversion of water onto Lot 19. Recheck the design flow west of Lot 1 flowing north against the note that all swales are designed to carry 2.3 cfs. 7) Revise gutter and downspout notes on C-4. For instance note#4 states no new runoff to the north while the grading plan routes all runoff north west. 8) Show water service to Lot 1. 9) Provide additional clarification on maintenance responsibilities and easements. Is the 2"water line south of Lot 2 to be City maintained? Is the private grinder system serving Lot 2 to be City, POA or lot owner maintained? Define the easement for the grinder force main for Lot 2 across 3 &5 and who it is to. 10) The connection of the private FM into the existing manhole needs to be redirected to at least a 90 degree angle to flow and preferably pointed downstream. Most of the comments regard clarification of easements,jurisdictional issues,ownership and maintenance responsibilities and minor adjustments to avoid potential drainage issues. Addressing these issues will not affect the general design of this subdivision.The above issues must be resolved for this project to be considered compliant with City Ordinances. Once these issues are satisfactorily addressed,it is my opinion that within the scope of our design review,to the best of my knowledge and belief,these plans will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits,approvals,etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K.Davis,Jr.,P.E. President 2051260B #r I( ' 401 At a Public Hearing on June 8, 2006, the Mayor and Council of the City of Tybee Island determined that the findings required by the Code of Ordinances for the granting of Major Subdivision Approval had been met. Property number 4-0022-01-010, 4-0022-01-005 and 4-0022-01-342 at 1407 and 1409 Estill Avenue and Bay Street is hereby granted: final plat. No other Variances are permitted for this property without further application. Owner Date 6._.,.._,LA r, cbL,, i_s 04._,-z., cc., Zoning Administrato.- Date C--- - - C 7 / -K-1.) ( or Date J 1 a R , A _ i yo..._,.... - ' dre • ic - 1 0, -C:4-‘, Clerk of Council Date Re C: I-e_ -le c . z ° O5 _.._.-..,sv t-C T ,__... au.STREETS,RIGHTS OF WAY,EASEMENTS AND ANY SITES FOR PUBLIC USE AS NOTED ON TINS PLAT ARE HEREBY DEDICATED FOR THE USE INTENDED. APPROVED BY THE TYREE ISLAND PLANNING COMMISSION , :CuY r _% o o 4, 7' -8.-25'-c9a r gf L OWNER , DATE ZONING ADMINISTRATOR DATE A BYERS STREET , APPROVED BY THE TYREE ISLAND MAYOR AND COUNCIL 4 .- Ea N 0 'ice— „-4 : - frz/?N. U t ") SITE i YOR DATE py E '11 .�n p N J,�),'}(,t ) ■J2 DcCC13 O/&.S/cXD rte- a 'X"END VICINITY MAP CLERK OF COUNCIL llllf DATE Q L cn SEE PRO 29-P 39 FOR ACCESS, a it 01 LOT 5,Ti E SANCTUARY WALKING AND UTILITY EASEMENT. N L:: .::1 : oTats muck P66°40'•'"W.96'�� 74 7' ^ �� 6/8"RD - 252.47' — — — 1 — 170.00' 1/2,•RBF , �•F 114.11' t- 106.46' :Et i 91 Ito° } i 5 20'B9L �d: ` 10'89L W FLAGGED DNR LINE co FLAGGED DNR LINE LOT 1 �`,m LOT 4 4 i t0 LOT 6 m°'w LOT •1-A to z I -48.27' 205.00' .� .� i"IPF 1-- - - --N N \\a- �} $ 1 - �.„ 10'9S4 - _ )J ,• — — N 23°21'51'! 443.2T 9 23•24'00"6 70.00' 3 23 '00"E 96^90' S 23 'DOSE 97.81't PF lff : v----P/L EXTENDS TO IOW WATER 75.00' $ 20'PEDE d<UTILITY EMIT.•— -�1 N 18°58'SQ'W r -i07-ER.- rt m t 1- iG'I1BL rt 7.19' •co cr! LOT 19 m Sib LOT 2.1 g• I LOT 3 !1 Io LOT 5 W $ o 3MB 17-5 29 to 1 V I N f ig 1 i6 • .�, _12.1I9.L_ 4. 1 4 a •.- -- _14:1394.. --4 co LOT AREA , .— 4t�R 75.00' z 95.90' Z •• .8 __ 1".1PF N 29°24.00"W 268. 9' I NOTE: LOT 2 LOT 3 LOT 4 1•'R4 LOT 5 LOT 1-A: 12,256 SF (TO TIE LINE)' 1.ACCORDING TO THE F.LR.M.DATED 6/17/66 THIS siTE IS WITHIN THE 100 YEAR LOT 1: 13,487 SF FLOOD ZONE. LOT 2: 4500 SF 40' ACCESS, UTILITY AND NORTHWAVE SUBDIVISION 2.THE AREAS BETWEEN THE 13SL AND LOT LINE SHALL SERVE AS A DRAINAGE AND DRAINAGE EASEMENT LOT 3: 5562 SF UTILITY EASEMENT. SMB 18-S 82 LOT 4: 6394 SF LOT 5: 5617 SF a ALL CORNERS NOT LABELED ARE 6/8"REBARS SET. LOT 6: 5983 SF i.` COURSE BEARING DISTANCE {/. f' L-1 S 23`14'30"E 14.46' t. 14 L-2 S 66•36'00"! 12.79' '$$ 5 REVISED AUGUST 8, 2006 TO SHOW PEDESTRIAN &'UTILITY NOM BRACH COITAONS : TcIPCDN AP-LU EASEMENT AT LOTS 3. 4, 5 do 6 AND ALSO TO CREATE tor ERROR OF CLOSURE: 1-A. A S. A ',CA .' LOT 24 r HOCK 5 RTIONwS OF LOT 6c LINEAR:1/- A1, 3T�TION I OF CKI i -°• '�` ANG:-"/ANGLE COUNTY, j BALANCED BY:- ,.E STRUT,. :'BAY Rr;tn�pru�,. � -,' , 1041, PLAT.1/104,000 J. 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I / imams -\ 1 1 . 1 63 EROSION PG 6.6 I • / i . 1 {., ____....ib ■ t 1 w I 1,__ __-......_ x <1> PG 6.3 ------ PG 7.00 --,... __.. PROTECTION -,.. i ---N/ I z a c 1 SY DUMPED - .:,.. -,- '‘' " g STONE RIP-RAP •v ..kl• t, z to tr> I fo FG 6.2 • 0 gs 1 i tO 0 g c 1, 0 4y d 4 i -> z 6.1 I < o o< PAVING GRADING AND DRAINAGE PLAN i 1" rr 201 Z ILI Z (....D O < < < - Z > X ft a- La 0 Q 8 0 m D La Inn n Z 0 <L-j 0 ' ' III < - GUTTER AND DOWNSPOUT NOTES • NOTES: . 1.1.1 1...,.7 (I) f! 61 ' EASEMENT NOTES: , Special Driveway Note : 1. GUTTER AND DOWNSPOUTS SHALL BE INSTALLED SO THAT ALL NEW , . .....„ > m 0 Lii 0 - 1. SEE SHEET C2 FOR LEGEND. ' RUN-OFF FROM THE ROOF SHALL SE DIRECTED TO SW/ALES, < \Ili 11-1 ILI < 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE . . . III PLANS AS "LIMITS OF CONSTRUCTION". ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND . 1. All drives and roadways are to be 4" thick (min.) pervious -I Da X MI 2. LOT NUMBER 1 : NO NEW ROOF RUN-OFF SHALL 5E ALLOWED TO THE -.I ,›- RECORDING. concrete with a stone baae equal to the thickness of concrete 0 SOUTH. 1-• 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING I-7 :i OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING : uaecl (4" min). U) 0 . UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. . 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. a, LOT NUMBER 2 : NO NEW ROOF RUN-OFF SHALL SE ALLOWED TO THE LI-1 Z ' ; ; SOUTH OR WEST. z or . - 1 4. ALL DISTURSED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT 4. LOT NUMBER 3 : NO NEW ROOF RUN-OFF SHALL BE ALLOWED TO THE ' < 5 i WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN 2. AB drivea and roadwaya are to be HECOSTONE" permeable NORTH OR WEST. 0-.. "EROSION CONTROL GRASSING". pavers or approved equal. 6. LOT NUMMI? 4 : NO NEW ROOF RUN-OFF SHALL 5E ALLOWED TO THE .; 5. DRAINAGE: ALL EXCAVATION SHALL 5E PERFORMED SO THAT THE SITE AND THE AREA EAST. , I IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE r , , CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY Special Pre-Construction Note : PERCHED WATER WHICH MIGHT 5E ENCOUNTERED DURING EXCAVATIONS SHALL 5E ' 6. LOT NUMBER 5 : NO NEW ROOF RUN-OFF SHALL BE ALLOWED TO THE 3 SOUTH OR WEST. •4 REMOVED 5Y ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. ' Contractor to verify all existing and proposed , :. ,2 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. structure locationa (drainage sanitary, etc.), 7. LOT NUMBER 6 : NO NEW RUN-OFF SHALL SE ALLOWED TO THE EAST .. • ; . OR SOUTH. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS tops and deptha prior to ordering materials or CCNTACT A MOM IF 72 14fIRS : ' i PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. beginning construction. PRIM TO D1661116 ; : s k SPECIAL DRAINAGE NOTES: :I ,,p.,, ,.2 ' ; 1. THE LOTS WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED ' BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW t FOR PROPER DRAINAGE. UTILITIES PROTECTION CENTER , z 1-800-282-7411 ; , 2. STROMWATER DETENTION WILL NOT SE REQUIRED FOR THIS PROJECT. FINISHED SPECIAL CONSTRUCTION NOTE: , ; VARIES 2.0' VAR/ES f. 1: EXISTING- .. GRADE .i 3. ALL AREAS WHICH ARE NOT TO BE COVERED BY THE BUILDING OR , i' . t. THE ACCESS DRIVES ARE TO SE PERVIOUS. GRADE IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES . FEMA MAP NOTES : e.;..,, '''' AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF a R 6>\\ : ..„ — cOST f:. t: 1 CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR , 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "van ACCORDING .,,,, 4 4 ,, ,_sz,-.m ,' <2---, 1 ,„ E :1 r,,...,;-; -:,;Nis ' OR OWNER OR HIS REPRESENTATIvE PRIOR TO CONSTRUC-FING SAID , 0,...- , . . ,; TO F.I.R.M, COMMUNITY PANEL NUMBER 135164 0001 C, MAP to-C. '.;;,M .1 1{----7--„oszw INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY , , ,‘I• j„,, No.28372 4, GENERAL BUILDING INFORMATION NOTES: REVISED JUNE 17, 1986. d E -';-N 4:<,W:- ' .<?,,c,;;;-- f.--- -*?W,,,';;;‘, N BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT K FROMM Pk , •,:,,,k, ,I.;.- ws,,),\ :. z. - 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS 2. THIS SITE IS IN ZONE "V9" AND IS LOCATED WITHIN THE 100 YEAR IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO 1 PER PEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, FLOOD ZONE. A MINIMUM ELEVATION OF 14.0 HAS BEEN SET, L ELEVAIIONS SHOWN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT SE ENTITLED F4, 49 Cilit_. ,= GEORGIA ORDINANCES. ON PLANS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK . , 4* . f a. CONTRACTOR IS TO VERIFY PEMA ELEVATIONS PRIOR TO ! REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 5 il 2. PROPOSED BUILDINGS ARE TO 5E SUPPORTED ON PIERS OR FOUNDATION ANY CONSTRUCTION ACTIVITIES, OR CONFLICT, - :: WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. .....--- SWALE DETAIL , A. 11051i- 'i : • ‘ not to scale , 0 DRAWING NUMBER ,- . ' SCALE: 1" = 20' . -, : ' ... . ulLir „ - , _ C ME 4 ,3 . . 2.„1 . 20, 4.., 50, , , , , , ,, „ ' 4 OF 7 SHEET'S i , w -_, r � �wrv.� ,,� 3 .�:, � �,�. ..�.�_ �� .�,. ..�� .�v.:�k;., �� ,�z�� uteri..,,,,�.��,�,,� ��,,� :�� , .� . �, �.� . � � � �-��..�,��w��..�.;..�,��.� ' ' ':1!1'. GENERAL UTILITY NOTES: iq t CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, GABLE AND ANY OTHER REQUIRED ii\ UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL tr EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ,ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE ` EXPENSE OF THE CONTRACTOR. ` 3. WATER USAGE FOR THE SITE (not including irrigation) WILL li 11 BE APPROXIMATELY 15 gpm PER UNIT (instantaneous peak demand i':i':'L?4•4:-*:'1' as per Georgia minimum standards for public drinking water systems). THIS PROJECT WILL HAVE 6 UNITS. 7,. 7 1 11 4. WATER LINE TO HAVE RESTRAINED JOINTS. /j///// t y - X1_1 //////�/�,.• I 5. ALL WATER MAINS ARE TO BE C-9Q0 PVC. �_ _.__._-___ /// // //�mss- EXT'G V & B 6. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER GASkETED JOINTS AND CONFORM TO ASTM 3034 FOR .... ...- cl/ /// /� i��► �xr'c raa °�''s PIPE 15" AND SMALLER, •4 f//�18i /7/////// ///, ,.. - ♦� �, , 7. SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB ///// //// /// a ♦ice , A4/14VINWS1♦ SSNLNINETATTO 1E 4 73 +/- w�c // /// /// // . ♦ ♦ 1 ^�araE-spa 5 ti 5 h © e h h OUT IF PROVIDED. 1 ®. � ...__. �` �' m ®�" q' 1O' S T BE MAINTAINED / : ' �; ;" 8, A MINIMUM OF EPARATION MUS/ / £� GONNEC Ta EXT G Q. / / / / //. 14"PiNE. v#=. ►►'�'I . .. BETWEEN WAT A./ / / / 4■#■# � rt WATER AND SEWER MAINS. / / ///////// /: I; I i ,_ S LINE AT IE 76 -° / / / ♦ 4\. 1Q DRAIN ,_:�__..,. _. ::,our\.,"/y // /// // // /� 0 15 F ♦ : UTILITY ES i I i S 9. #12 GA. WIRE SHALL BE INSTALLED WITH ALL WATER/SEWER // /////////// # � � � .. ., . ... ..,._ __. ...,.,__ .,...�_.., ?s, . '\'')-7///,///////,///////' �� : Q -• , ,v .�� .: :3 ,' ^a 0' DRAIN AND ' LINES. ,,,/,- / / _ / _ati. x , .. f. w.: ,r ♦ ,' ►„ �. TILITY EaMT 7'�S 1 •%/ // // ///////,/,- � _ 1 1/2" W i 10. WARNING TAPE SHALL BE INSTALLED WITH ALL WATER/SEWER / 7r // / �� , TPS 8.5a +f- v' ♦ t 11 1 LINES AT 1 TO 2 FEET DIRECTLY ABOVE LINE. ,:///////////////,' 0 7.50 +J- ♦`;.fix�`��,, ,�♦,�,♦�y ; ( 11. A MINIMUM SEPARATION OF 2 FEET IS REQUIRED BETWEEN ALL // / t♦ ♦ ♦ ♦ ♦ : s WATER TAPS AND SEWER CONNECTIONS. '// // / /�• 15"PINE 0 21"FINE �4 � ♦� ,♦ , 0 ////// /// 4z ♦ " I I♦" LOT I` j s#4#♦I 1 12. WATER LATERALS TO BE INSTALLED A MINIMUM OF 24" FROM BELL 0 :///2/,, /_///2/:s // vim, � I♦; ♦ I♦�. V,��s JOINTS. /// 1/2�� W ♦� ♦ � //////' / ii 13. WATER LATERALS TO BE INSTALLED A MINIMUM OF 18" APART // // // a 1♦ ♦ 4 1 1 /// /// //� � �� ♦..� x fit (CENTERLINE TO CENTERLINE OR AS PER THE CITY OF TYBEE ISLAND }•. // ///////: 3y .>.,.;_ ,RY. �� t x INSTRUCTIONS. ,< ON �♦ ♦ �i 15 PataE � � (, 0 4" 5 $ 14. ALL WATER LATERALS TO BE POLYETHYLENE OR APPROVED EQUAL. Q ir (.0 ' � �� ♦�V � �� z - - 1 K? CONNECT TO EXT'G A fm E °� � II I�-. �'. �ry t S5 LINE AT FE 4.93 +1- 15. 4" SANITARY SEWER LATERALS SHALL BE PVC AND HAVE A MINIMUM Q 2Q' ACCESS, DRAIN '.♦� ,,� 1 ?/2" W 2Q' ACCESS, DRAIN f �CO ; • 1 Q I c- SLOPE OF 1%. {I) UTILITY ESMT 2 DRAIN AND .� 1 �1 �: UTILITY ESMT 14' 16. NEW WATER MAIN CONNECTION TO EXT'G MAIN SHALL BE BY SADDLE OR SLEEVE. '� Z '� UTILITY ESMT K, .wE. �.. t CONNECT TO EXT'G , ,♦ , � i \ice SS LINE AT IE 4.96 +/- 17. ALL WATER LATERALS ARE TO BE POLYETHYLENE OR APPROVED EQUAL, ,-•-• �♦ . �♦ TPS ._ _..._ C D 18. CONTRACTOR TO VERIFY ALL EXT'G AND PROPOSED STRUCTURE LOCATIONS LOT �♦ , � z ��♦�♦vim (drainage, sanitary, etc), TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS i > 9_ �♦ I-° $ `t a _ 8.56 +/-, p I $S$ OR BEGINNING CONSTRUCTION. x to �e U .0#�� 4S$S$S$V SPECIAL WATER LINE NOTES ; ♦ ♦ � ♦ fir s z2a ♦ ♦ ♦, i♦�♦ U i :i♦ ♦i♦i °N Sri♦ice♦� ♦` I j'•' "i>- Q,� TI'S s -4>- aE F-- p_ ♦ ---t= .#♦#4,,V41' _ /� ♦ �♦ `' 1. Pi e fittin a valves and other accessories . halt unless otherwise 7,6 3 +/ o t- �, .��I,.r►,Iw.I � Pipe, fittings, t 0 :i .6 t-- ♦, „ 1 directed, be unloaded at the point of delivery and stored where they '�- , , _ 1 . ,.,_. � ,,,___. will be protected and will not be hazordoua to traffic. They shall at o t--- 101 DRAIN AND 1Q DRAIN AND 1Q DRAIN AND a t P y F UTILITY ESMT �: '--P ' 1 1/2" WATER METERS AND BACKFLOW (t all times be handled with care to avoid damage. The interior of' all pipe, Q � e` ■., UTILITY ESMT � ♦ }� UTILITY ESMT � � � ., yP °� W, .'d:vs.SS....er^. ?=s;n2. `4 .u. ...J.x'S...... ..";✓. £:.'. '.?.W..n3:him..,_.C..`°Et. .x-T . .x....'4'Th„n.,.y......rrxr.1W,.t.. ..s'tsf'x,.h- aY.sv' y ., PREVENTERS IN TRAFFIC SAFE VAULTS fittings and Other aecessoraes shat{ be kept free from dirt and foreign (typ) AS PER THE CITY OF TYBEE ISLAND matter at all times. o . Any defective, damaged, or unsound pipe shall be rejected. All foreign ern �� 2 matter or dirt r shall be removed from the inside of the pipe before it is lowered into its position in the trench and shall be kept clean by approved K CONNECT NEW FM TO , means during and after laying. Care shall be taken to prevent dirt from r I 11 I EXT'G SS MANHOLE entering the joint space. During installation, when pipe laying is not in = j to progress, a mechanical joint plug or cap, or approved equal, will be used o 0 PRIVATE GRINDER STATION CAPABLE 250 LF OF a ,. to form a water tight seal at both ends of the line being laid and no trench N 3 OF 15 GPM AT 20 TDH - STORAGE 1 1/4" DIA. '„) �. 1,� water shat! be permitted to enter the pipe. m I CAPACITY TO BE AS PER CHATHAM FORCE MAIN c, n g' I 3. Clean the interiors of all pipe by brushing, swabbing or washing out all I } COUNTY HEALTH DEPARTMENT - �o , dirt before placement. g BALLAST TO BE DESIGNED BY ENGINEER h P 6. ' o IF REQUIRED FOR HIGH WATER TABLE ``` 4. Flush the new pipe lines until the water runs clear at the end of all o mains and laterals. This should be done after the pressure test and o 01 cs rn before disinfection. Minimum flush time and velocity are to be 2.5 fps which is necessary to purge the line of foreign material. I UTILITIES 1'f e 24' EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ( ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND ( .. /�j�lr �N OW) RECORDING. �j 2. ALL DRAINAGE EASEMENTS TO SE PRIVATELY MAINTAINED. 3. 2" WATER LINE BETWEEN LOTS I AND 4 ARE TO BE MAINTAINED RAM OR CAP BY THE CITY OF TYBEE ISLAND. Z s 1 CQR l LN BOLT, TYP. d y Jr ,- 4. THE PUMP STATION ON LOT 2 IS TO BE OWNER MAINTAINED. ( U� { MECHANICAL JOINT r. £ 5. EASEMENTS WILL BE PRVIDED ACROSS LOT NUMBER 3 AND 5:, t 5 FOR THE FORCE MAIN FROM LOT 2. 0 Q spa TAPPING VALVE � p NOTE / /(I °a (0-- ° o DUCTILE IRON Special Pre-Construction Note a IsI IN ROADWAYS, 4' SEWER LATERALS /t O O ) iL Tt} SEE NDED TO PROPERLY LINE. Conti-actor^ to ver if all existin and ro osed N(3TE: Q fl FLANGE JOINT j( structure locations (drains e, sanitary, etc.), W I tl} , _ I•-SHOW TIOH�S OBI I2ECC3RD WINt�s. % Cl/ tlff to anc� de the riot to or°derin mc'terials or�� =%�� rjjv ,� ILL. �< �� ..� � > � w 1. THE TAPPING SLEEVE AND VALVE MUST ��jtt ' i.�.I / BE INSTALLED IN A MANHOLE. beginning construction. CO S SEE DETAIL W 9B FOR THE s r DUCTILE IRON j CO �' MANHOLE DETAIL „ " TAPPING SLEEVE _. . . �- T / l . . . r " General Water Notes 0 s , SHALL MINIMUM OF 1 T=` ,, 8�e! .s* jr t? LINE SEE 1 'H�I'Ol4ATION STOP - i. Al! utility installation and coordination is 111. TAPPING to be coordinated with the City of Tybee IRON ASPHALTUM pAstr coA 2, / VAlI R MAIN MATER AMAIN ' SEE PLANS FOR LOCATION Island Department of Public Works. / ' ' ' /` AND Sly _- . Connection type (saddle or sleeve) to WITH.. 1. TAPPING SADDLE TO BE DUCTILE IRON TYPE STAINLESS STEEL the existing water main is to be coordinated i �� , FORGED DOUBLE STRAPS, STAINLESS with the City of Tybee Island. m€ STRAP '' FAi FO � � �� STEEL BOLTS, NUTS, AND WASHERS. FINISH IS FUSION NM NYLON :.:*'?''''''., TO AVERAGE THICKNESS OF 12MILS. c- sz "" CONTACT AINIt4llAl l 72 HOURS, . 1- .� TYPICAL TAPPING SLEEVE SIB I OI 1 $; 2. CORPORATION STOP MUST BE PLACED TRAFFIC AMC? RIGHT-OF-WAY NOTES: R r, TYPE A' 4a RESPECT TO A MAIN (AS CORPORATION STOP PRI! TO IIIIaGIAIG .. C SHOWN 1. ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE ��< " COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA �,, i WATER TAPPING SADDLE PERSONNEL. f x MIND GRAM SUTER PIPE (NOT TO SCALE ��. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED .- �° I WATER :131(1/ NCRETE t:O FROM THE CITY OF TYBEE ISLAND PRICIR TO COMMENCEMENT `" ., .')S"x1$"s€6�} OF ANY WORK INCLUDING WITHIN RIGHT-OF-WAY. UTILITIES PR[ITECTIDN CENTER FIN. FIN O 1-8no-282-7411 /i► i\�\ . I : r� \\�:\� \. SPECIAL CONSTRUCTION NOTE: ( cra / ""'""""""'�►�••.r.. %�/� Y °� �A \%�% THREADED FERRULE & 2*-O" IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES Cad° �DIA. CONC.It VARIES THREE PIECE SCR a.. BRASS SCREW PLUG CONCRETE PAVING AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF �F 1ST '�,OR SLIP TYPE VALVE CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR ". H 1 r -- ;., X - C IRON 4 NOTE: � � OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAIL? INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY 1 fS° BEND 1. IF UNPAVED AREA, SET TOP BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT I-22-07 N �� •I° IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING ANC? FAILS TO 4 DIA Mill FUTURE LATE VALVE t OF CONCRETE 1 ABOVE CONCRETE E i �l � ' •� FINISHED C-,. E, �' REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED A i 2. IN PAVED AREA, SET TOP OF TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK SANITARY SEWER SERVICE CONNECTION TO EXISTING PIPE BOX FLUSH PA REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAIL? ERROR, DISCREPANCY I 111111 NO CONCRETE Ct3 REQUIRED. OR CONFLICT• °'` WYE DRAWING I�ILIMBEf2 !zi STANDARD VALVE `'- GEORGIA D.O.T. NOTES: 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. SCALE: 1" = 20' NOT TO SCALE �, RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED _ __�11, 1. NOT TO SCALE THROUGH THE GEORGIA D.O.T. 0 20' 40' 50' 5 OF 7 SHEET'S ,sis.--ii,s04rW>7`W:,-.444....***'-<i4T.",,, ,-'sEsftlatif.ieits.5,0.sfsti<Marsvis.,4i-Osso*Z.4--->TWV.......s70•4-Telii-irit.ms-,"icir.i*I":•57sivs, tils• v<sTzTasztlisTt,-...T-siWs^X-.. ..**.3*Lso-4. C.=,-A41.0iszir....iss_*ZA.ittrafisi-~ <ristft.tx. - -.siiiss-ssis',. .. .1*.sgi-seskfto'-frsbs'4.<'sssis*sssrsesstkli ....ici-Aisfsxioitaftrsti.,;,..1.4.04-- -s• -- -1.-si=400,v,-si<sii-s-..-..s. s-'. VA iLl b NF. f,.4, 31 --.. ar. , t t , 4 , T ,,--- , ,„ -4 - z , '.. st I s...L. 1 "'I , , , .4, t If' 2 .0; :f s 4 A L 0 .1 1, ..:4k, ,1 k-t. tl 1 -4 ."-;. ,_____,4 -N-.... ', . ----- 7t, , _ _ 1 , ‘. . ,. - ,: --- :NI -i, ,k4 f.- -.1 i 'Ws ! , •-- .; I i, --* - - ,,,, ,,,.. 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LI , I 1 ., . 0, , . 7,,' 5CA° 1*°. :: Live Oa ,0 i I C 1 COVER SHEET,SCHEDULE OF DRAWINGS AND VICINITY MAP 1 Ili I r; t / dr 11 v_ ,-Gulick; , 11 I (.0, I-k . . i 1 I i 0 .. [ C2 EXISTING SITE AND DEMOLITION PLAN ..- 9 - T s - , \.s.,../ Cell s* 1 03 STAKING PLAN AND NOTES 1 I I !-,-- 61 -- i - '5, 1-si ' ‘,,<? , ..""k. ,- ,P. mss ....‘, tb. 2E372 * 0/1, PAVING, GRADING AND DRAINAGE PLAN ,_. 4 -t, '. - , (1 I i k5- .' . L. a CL ! 1 ¢ % / I 1 , % k CS UTILITY PLAN k- - (1, , 0 4 t ,,, 4 , 4„, e4,6s 1 140- ,,,,, -.44A, „..,6,\,, -qi A Bepw , ; 06 SOIL EROSION AND SEDIMENT CONTROL PLAN .1, , -‘ ■-4 ,.. : , ""'•' C7 NOTES AND DETAILS -0/ . E . I I , . \--'....‘4',.. [ 1 f if 1-/ , I 1 ,,,,e4.4.7111i24, tt:;11 id k. c.; ,(1, 0- il 11 VIC IN ITY' MAP --! tO' . I SCHEDULE OF DRAWINGS t i EI El --,1 fli rt4 I 1&I -'T .. , , , ?.-soss*<, ' , - - - , - - ' '-' L„..e,. i )0SVVELL DESIGN SFf. vic:Fs 1 9 ' ,,,,,,,,tc---- Wif % I 11 4 ,..., q 103 NASSAU DRIVE --1.,i SAVANNAH 9 GEORGIA 31410 M1 9128976932 kITIRE 0 MITTS PRUIECTION CEINITER 'l 1-800-282-7411 6t e, 111 l: I r 1 11'i'''' -.., ftl P t, .:. 1 4 d ri ‘, i 1/2" ASPHALT CONC. TYPE "F" /CUT TO STRAIGHT EDGE • p I:4 P r2 \\ tl r 1 F t 6 -5,000 P.S.I. CONCRETE 0 -4 \\ H.E.S. 8 BAG MIX . XIST,.. ASPHALT PAVEMENT . , E-3 ' -4 m 0 . i r 1116, ri LOT A-2 c--: VI g IL , . _ , -///h-zz I REMOVE AND /,.. PAVERS --In g,--.1 I /_/./_//7/ FA // RELOCATE EXT1G ,-- LOT 1 \\Itlo ,,,,\.‘,„‘„\\.\\\ in I FIRE HYDRANT' +T 5, THE SANCTUARY N 6/Z,54/25-7"E / t,, / s I 13—S 4 _ . - --- -\ I 1 S-0" MIN. Ill 100`X COMPACTION OF BACKFILL \\ j \ \ (MIN.} A.S.T.M. D-698 I .. $ ,Q/' ., / //i-,•)0, / EXTG V & B , S 25'05'591E / 1 / . - 62/4, 9" MIN. - $ REMOVE EXTIG PP - BENCH it " // J . / .s •./ ./././' //78(i/2151 „...,,_./_77z V__ ' ea 1 , 6-- ..,„/, / „, -2, 7,___,. 37 417: ,- v,, ,-/ EX rG FH COORDINATE WITH LC 0 0 .fr/ / i ---- A'3``) 47 A`l/A --"yr ...---4j ' UTILITY PROVIDER I \\ NEW PIPE ., - t f./.2 I If, i /ry\ .‘ 8 *)/7 -. \ — I-, 1 0c I I 12GUMo *, T ;• ''- /2//////'---/-5 ,-- , 1 4) co o 4) c,$) 0 2,'? . - 1 5"PINE-BM `- ' Cx -r ....- ... . .,4)* 4> ...1=GICE29,1 )') \ ti.t........, .....e.S.,44.105, . NIA-FERAL 0 t 0 q , III lir AtrAl > . . I .c. // / f/)! ", Nie•r,- ' 6PN NOTE: 0„-14"PINE 0 i 14PLM 30PN ; t o 16PN l \_. ° NOIA. 'le'■4e , 1. AU_ LATEML STREET CUTS MUST BE COVERED WITH 24PN C3 -1-2ELM 11 \ \ / ‘ i 2GUM 0 „....---regir; ...-' § 5"PALM \ / \ 1 lOGUM TT--------- sr .. .. \\ \ 6-1: ,1 .....-, STEEL EABUFFILECIEDNETFLTEHCICTKIONNE.SSPIAOTErl TO TRHEEMAIN , // .- 0 ..ic1.1,,/. A / // / / , /// 7/.„, 14PLM _ ----... z-----c -- `..,,, / PrIMIPAIII .■11 II PAI VA a P r....1 e l'Alim 1 r N 2 1 il Ct /%)//2/ ////2/// .' I //// , /// / '. cP' 7--- (0- „ ,.,, ---, .., i ..) \ w . CT., (0 i \ 'b lirg t v4 I-ILCOT PLATES NOOFTICS IN PLACE UNTIL THE CONCRETE BASE HAS GAINED •.. t Z SUFFICIENT STRENGTH TO WITHSTAND TRAFFIC LOADS 1 ' 1 C<Of.)C1'' 4glie 11 \ ri-i ‘ 1 0,i 4 •0 411.tb,' (24 HOUR MINIMUM). co / ( ( I I > :C.0 I \ 0>. \ \ , PT. OT ilit . \ 4) / <0- \ 1 4 ;PT. R/I1 1 1 \ % 6.'''' PLM r4 ■ -< 2. LONGITUDINAL CUTS EXCEEDING 150 FT. IN i ) ,,; \ 4?3''\ 1 A ' t, ) N t \ X , 4 R/W <61- I • LENGTH, THE CONCRETE IN TRENCH WILL BE , tfluokija„,.„ ,-43 0 co( 0). ) \ 0) \ \ cf) ,-,.....,.. ,. ........... .... A., I 1 BROUGHT FLUSH WITH THE EXISTING PAVEMENT. ..i. (o- 1 0> \ ' 4. 1 5"PINE 2Call"PINE 0) A 0). i 9' A. \ , i___I THE EXIST. PAVING WILL BE SAW CUT TO A 14PN b• 9, \ \ Ir• 1r 'or Co' 4/ 4/ 4/ I/ 'V' ■ 4/ .rip 1 1* .lir API. 4 ;• 4141-`,.3 4 0 S t \ t---q r44424.4.4 tl 'Or .--e' ty ( 4 1r* -'v, ..,4` • A / $ STRAIGHT EDGE AND THE ENTIRE WIDTH OF , U) ROADWAY RESURFACED WITH A MINIMUM OF 1" 1 .97/*Itipa3/7/i \ 4> 42 7 4 4 0 10 4\ . OF TYPE "F" ASPHALT TOPPING OR SURFACE W c3- \ / ,,. ‘4, \ I eb 7 • 4 4(1,. COURSE. 4 A-4i4L ....•.... .... --.. A. A. A. :1, ...v. A AL AL A. Ad*'IL A. AL A. AL A. A. * N 446, Ati .. 411,0177.4.cji,_ z 411x_i \Q ° 1--... . / LIIPAIIPAVILWAWA&M.ICIMMI.WAlleilltilnilIKLIPAILI.11031/11r -* Mar+fp, „.1„74464, AP 4 \ zb- : 5) _-- a 0' / ; ts)C0 itt v- 0 6,4 ,‘'› , ,411tec)elPill`i_0_ C- -- 4;\' 19 cP 1,..8. -A c.?' ,.,,_ , =144\ , 8P)'4P`" Jr / 0 . cn , ot..... .a, Ah, 4 4WO \ " g / 14° tldr 0 0 I 0 ,. t. 7 ; -.-'A . 1 j) ) 0 i 0 t, . NV IIVALVAI./ / / \_, ' / 1 P",) t.. , I k 1•1 if 50''E D / 1 16PN .../ 16.PLM 12pN 2PN '''--AI* -■ At -':. ... A. .. ..• .. A A\ \ 14W0 / co, 1\ .....__./ I ty \ \-741 ...I \ -r., /--' ,o1 / \ ‘b-1" / ,. __ __ _ ., vrfe-— - i , 1 7.1 1:-1-1 I i.‘;:i. i ! (5) Q) , 43 c,,,,,. 16PLM ;al" 1171, 0 \____ ii,j EXT1G BUILDING AND / 'o to I 0 A \ ‘ t< A•co- I. / 1 BITUMINOUS PAVEMENT REPLACEMENT i 0)- 0 Dc ! <z). SLAB TO BE / AY 4Y 16PN CD A- \ :1) . , ‘ 24PN t'' I EXTIG ti,..1 DING TO \ c3 ,/ / A 1 A• cl, DEMOLISHED .. 0 BE DEMOLISHED -.., A• \ / / coo 14-1kq 2,- i 0 --.. \ 7,:,----— ,„._ Al co\ 2.1' i .„..‘, 12L0 - • A• \ 4- ; I ..- a,1 / N 18PL 14PN (;). -,---_„, ...-- I t : -- )RTHWAVE / 1 N 1 <a (0 \ ,--- Co* C0' 7 $ i.-1‘ c..,, ,. , 0 I , 0 ,)„,,,,,o.,;,,p,...m 0 A- / ,p6L., ...., 4,,. v A ,b\c. 4). N A- 0 / 16CHBRRcr. ,t,• co v 6CMEIRRY j 1 I \\--1 \ I:: < • CZ f' 6 Co. 0k. \ i ,-I co./ / 0 •/(6 0) > .., 0> co(P ( A›V'' i "I 4-PLA A- 'X• 0)* P - .PEPN 0 JI < ci 0 CAD- / 18PN „ 1 __2 co'? 0 <3. /\ $- 1 I --ts. / I '''' r / 4W0 \A: A. A• 1 /.--- 0, \ ---- 0 )20 H trI 1 J ()) 24PN\ Co* I ''''')'•- 11.$. I 0 / Vss N 6CIABRROA 1 1 b, LOT 19 I 0 t to? 3OPN / •..., \ \2, t CD 1441). / / t WPN 1* cP 1 t N. 4k akt OF ROAD , W ! 18NO'bi6P1..\M kr 1411-- \ 6CfltW.Y ‘1) 1 \\ 1 , 0.) , to. . ,o1 \ - Ett.,0, i , 1 ' GENERAL INFORMATION NOTES; .• , o o , i ‘...eoo____--s t, \ 9, \ c..)i 1 , / 0 -8;2 jo- C0' \ 97 7 . i io IV / 6C t q)c? It,/OD \c) 14, „,. ; i. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING. t t : 1 /84\ 4'\\ 1 11 • . • 1 4 41/ t,16PLM 4PN k>. __ -----,---,-- c I 1 0. Q") 0 ! N TW 6CEDAR4,41 0 /. .---.. 'AO 1 f - --- A4). \ 1 4't,121b-P I \ "1 - : * t,. t / 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. : o e• ',.. o — i , j o- I . 1 1 \\' 1\ \ 1^)- I TW EgaDAR .___, \ 01. .,_--, co. . .--' I ' 1.., i 1 , 'I`8.9N 0 -- 4 4-' 4, ttt.' 4) i ----e----------—— 14PLM / ; 1 It' 1 \ 4 Mi I 3, BUIDING SET BACK DISTANCES AS PER THE OWNER AND 1 t 4 '°*(/ : ___----- r.';\ 144/4).6 ,... .0 <t>F) \ 'z'3'/ bcP i ctcr V /1<')/21P24' I I t i SURVEYOR, t< \ 88-1. ..------9,1` __So I 0 8/6.93' 1 ..1. I/ 5 8=/.--RBS 0 c0*141P ' , (b. 8" RBS zp I" kr ift4 I 't- .,.--...... 74...4., cx)1 I. IPF 88.._93' _______ / .-N-2-3 24 00 W 266.79 I 1 Pi I ..,.. 1. I _ 4, -, \ . / I \ ,,, 9 ----- - 11 ,s / , --- A' ''\ I___--, I --A / coA• co (b. 1 I .,-/ A/ ---- _., .---—— C! / , \\ 's? ---1 t, ————---(Z)%. co? I C0' / A- •-•-•,----—-- , - . 62 ____,. --1 C) C , I Wg2/ C\I LOT 2 1. ,,e, ., 4 J LOT 3 LOT 4 ,,z, 1. <s> I co \-., tb• I LOT 5 ,,,,,„ 2 . ,- I . , , GEORGIA D.O.T. NOTES: '2 0 .1 NOR! i rIAVE - i.D1VISION , 1., , . .s> 6 ra - i hi I Z 111 11 1 s*I 0; 16—S 82 .(:). 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. . z , RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED ....5 1 'ILI_ co < titi I C't 0 --3 o V) ' THROUGH THE GEORGIA D,O.T. co,..,...,...... . „- .- . EXISTING SITE AND DEMOLITION PLAN 1 11 Pill . 201 NOTES: 7 < I 1. CONTRACTOR IS TO COORDINATE ALL GAS, 1 LIGHTING, ELECTRICAL, PHONE, CABLE AND EL ,1 ANY OTHER REQUIRED UTILITIES WITH THE c I Z Al APPROPRIATE UTILITY AGENCIES. I Z , 1 i 0 < -...1, T— q I Ti-, (-_-. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING C ','2., 1 : ALL EXISTING UTILITIES PRIOR TO COMMENCING . > X . 0 2 Enw x, 2 l ' w0 0 2 OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING g.. i II CONFLICT WITH SAME, ANY DAMAGE TO EXISTING t ) UTILITIES SHALL SE REPAIRED AT THE EXPENSE :-4 M170 <1.11>IZ(976 g:6 11'2 r',, OF THE CONTRACTOR. 11 ›Z ilimi=.<412- LuZ j 61 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION . < I WORK WITH THE OWNER. ALL ITEMS NOT TO BE r I.TA — (f) [ RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 1g pij 15‘, , 4 __I w ca ./ ,1 ca 4, UTILIITIES WHICH ARE TO BE REMOVED FROM SERVICE ':--- ›- ›.- 0 ARE TO BE REMOVED TO THE MAIN AND CAPPED AS PER I- H H 1 10 Z CITY OF TYBEE ISLAND'S INSTRUCTIONS. UTILITIES WHICH , aj 1— ARE REMOVED FROM SERVICE ARE TO BE REMOVED COMPLETELY AND NOT ABANDONED IN PLACE, 4 X Li W 174 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED t ti p CONSTRUCTION. = A i 4 I' 1 * X TREES TO BE REMOVED Li 1 ti ti TRAFFIC AND RIGHT-OP-WAY NOTES: 4 P 1 .....,,, I 2 I OWNER I CONTRACTOR INFORMATION: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE CONTACT A MINIMUM OF 7 HOURS I r I OWNER/CONTRACTOR : Dr. John Howard COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA . , PRIOR TB DIGGING • i PERSONNEL. <45.1"ttnEett,%, ,.. ',. V i ' ADDRESS : 5.33 Stephenson Avenue .• ,.. 'F'-, • r Savannah, Georgia a1405 2, ANY AND ALL NECESSARY PERMITS MUST 13E OBTAINED , 1 FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT I I 0.,- &` PHONE : 912-236-6367 i ; I OF ANY WORK, , 'IC 4;st, , . II !UTILITIES PROTECTION CENTER . 1-800-282-7411 ' SPECIAL CONSTRUCTION NOTE: , : i Special Tree Notea : . : IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES 1 . I I . I } R C1 i AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF cl,C,C) .: General Site Notes: . FEMA MAP NOTES : , , • , . ! . ' 1 : : CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR <c,k STt, 1. P/N = 4-0022-01-341 ' 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "V9" ACCORDING i To F.LR.M. COMMUNITY PANEL NUM5ER *5164 000/ C, MAP 1, Great care la to be taken to not damage - OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID ; e-- ',«•,, ,A No. 22372 4-0022-01-010 , I INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY ' ; REVISED JUNE 17, 1986. i trees to be relocated. , , ' 1. TOTAL ACREAGE = 0.99 ACRES . ; . BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT * Kamm * • 2. ESTIMATED DISTURBED ACREAGE = 0.35 ACRES' 2. THIS SITE IS IN ZONE "V9" AND IS LOCATED WITHIN THE 100 YEAR , , IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO * t ; FLOOD ZONE. A MINIMUM ELEVATION OF 14.0 HAS SEEN ET 2. All effort . hall be made to relocate any Pairn.5 , 1 -1- 3. ZONING: R-2 REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED , ' z 4. SETBACKS: , (not relocated on aite) to another part of Tybee Island A ' 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO . TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK i z , at the expense of the recipient. 4 FRONT = 20 I-I ; ANY CONSTRUCTION ACTIVITIES. , : REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY t REAR .-=, 10 FT i k . SIDE = 10 FT , OR CONFLICT. s DRAWING NUMBER 4 % 0 SCA:: I" = 20' fl.. _ 11111 —............... 40/ 50' 4 f i ri 2 OF .1 SI IEET S ti g I / I 4 1 P i to II '\ \\ FA 9 i' M1S G a //////A'' I /fir I _ / /° P ............... // % EXT'G V & i3 ., ..-y \ r -Are, Le) . /// /-77/./2 / //v-A A , & f �// /; / �° T _ \ "NO PARKING" z � 6 t� / // —� _ ,o,,K j j//j j//////;; _ ,.._ ._. .._ , - ___ _ , <. .. _ SIGN \\ 9 ��"� // // /// // ° 5"PINE sus s' �� v� �� ° �°® �� P- - 12GU R 4' ATERAS — d� O j// // // / //°° "PINE' : > �� G,s,... .///////////%///..--. /// /// / / / 16P l,5 14PLM 30PN /- 3 k G °/ // / / // Q / / / e? 24PN 10 DRAIN AND / 3 12PLM tc %/ ///�//��//�%/•'°° 15"PA�R� .` �2� a 10' 13SL UTILITY ESMT / 2GU i * 1O' 'iSL tl / / / c3 .,._ . w . .-.- : ,. ,. �, ' —4- I • •\,�//////////////,,,,,/ 14PLM � 2{}r ESL —�� — ^� b' DRAIN AND ———F _' ° I - .� .., i Tr � 7 ° �,c� TPA 1 I // / // /` �.. TILITY cSMT ' / u G �• s °`'// / , /// ti¢ i �� 8.50 1- �`+I e r ,w ,// /9� ///////4�` TPS � 0 8 € C //////// /// �0J 7.50 I `` 1 `o l + //////////,�/°2 11"PINE s��t Z O ;it* # ;�////;/// / 1 5"PfNE 2 tt} 1 / / - ♦ , Lview. , cam,a« _ y i re DJ fp, /,,/ ,///2; � X'ff 5-41,5,..e,.....52.,-4ers, . � ,. �. BSL �. 10' BSL • , , -i X �// // //l/- 8PN cat _ . � _ t �j -f t�? s F _._ . ._, ._ .._ .._, __. ..._ ._ "� 14Q .< r__14 16 5°PINE r t - i 4?- ' 07 1 16PN 16PLM 12PN 1 PN '� 'ter 14W0 t ' _ ® _ry. __� _� / A 3 Cap 1 - ,.®® a__ � ® ®� __ _____ 20' ACCESS, DRAIN �► ...w.. \ k. i 4 2O' ACCESS, DRAIN t UTILITY ESMT 16PN3 16PLM , r 20' DRAIN AND C \ i CO O} 4 , . ,v_ n� + 0 , t UTILITY ESMT ———— 1 — �' < i z 10 5SL s UTILITY ESMT --- E 10' BSL k.#.• ° . � .-^ G-- 41'RE - `� 18PLM 10' 53SL 12L0 + to CtiI ' Ik q 18WO 14P 1 t,--f TPSr � �- t� "NO PARKING'" - to 16C SRRY � 1 � Mfr■ 7 iN �� SIGN Q t ct2 14PLM 8.56 +/-it AN a TPS cj' cr1Q 24PN zp zf , `t 7.51 -I- f �I 30 <I�-- P Q0 i ` �` �j� •r M TPS - 1. I- 0 16l0 , , t ; GEORGIA D.O.T. NOTES: ) L 6CEDAR ti 01 0 I 7.53 +1- ' + I 10' DRAIN AND 10' DRAIN AND [} �No ————�——-12r0-1\-- , 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. ?- �� Q\4� - 10 n'I? �SMT 0 PLM _. , ! UTILITY ESMT 10 gSL UTILITY ESMT <v 4 7S 12L0 RIGHT-OP-WAYS MUST f3� APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. , it c e`�4) \� �5 10' 8SL 18 N \ n _ 14PLM SL 14PLM € 1 f. f i 12PLM _ Y ———— Kt312 L*' —— 1'I PLM S i IIPF.,. x,. _... ,< 4PLT 1 75.00' 95.90' _ 95.90' \t 1 B 1 3 i = i t 1$' \.�\ ; Special Tree Notes U 1 a 0 � N 3 g _ `� �� ' 1. Great care is to be taken to not damage i z m I s a vs �� € gees to be relocated. J o f O� ` a 0 �� 2. All effort shall be made to relocate any Pca{ms ' be ° z I Z ii (not relocated on site) to another part of Tybee Island I i Q o I < 0 C at the expense of the recipient. S STAKING PLAN . 0 i 1'i = 20' E' I +` EASEMENT NOTES: I : f. I 1 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND k RECORDING. 1 1 11 I + b ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. ; i ,/, ' r o: "ECOSTONE" PERMEABLE BRICK a Q C) PAVER OR APPROVED EQUAL TO HAVE BEVELED EDGES TO PREVENT COMPACTION OF FILTRATION MATERIAL Ili OR INSTALL FILTRATION MATERIAL 2" _.___.__ Q O Q Q 1/4" TO 1/ BELOW THE TOP OF .,, THE PAVERS 12 1' WIDE GEOTEXTILE ALONG E Special Pre-Construction Note : € D , b. I ' it PERIMETER - TYPE AND INSTALLATION SOLDIER COURSE AS A BORDER TO BE AS PER MANUF. SPECIFICATIONS { H LY < OR CONCRETE CURB SET u4 I Contractor to verify ail existing and proposed I `- }-- BELOW PAVERS WITH CONTROL/ 1.5 BEDDING AND FILTRATION SAND w W STAKING GENERAL ROTES: EXPANSION JOINTS AT 1b> O.C. {max} structure locations (drainage, sanitary, etc.), W w tops and depths prior to ordering materials or ! - CO 1. DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE. FILTRATION TI,VEE MATERIAL begrnnNng construction. 1 { I-:.. H I--� BETWEEN PAVERS m ._. .,._. 2. LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE ELI a' BOUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES a :_ :. OPEN la WITH THE ENGINEER/OWNER. € €€€— =,,,= GRADED OURSE 4 Pi Ar 3. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE 1 COORDINATE SYSTEM. CONTRACTOR SHALL VERIFY PRIOR TO THE START SPECIAL INSTALLATION NOTE : COMPACTED _ _.._... ._..__. __<.__ _w._._ _..__. OF CONSTRUCTION. SUBGRADE TRAFFIC AND RIGHT-OF-WAY NOTES: , ALL INSTALLATION PROCEDURES AND ! I MATERIALS SHALL BE AS PER THE GEOTEXTILE UNDER BASE COURSE - € i. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO SE l 11 6 4, BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PAVER MANUFACTURER INSTRUCTIONS TYPE AND INSTALLATION TO BE AS PER PRIOR TO THE START OF CONSTRUCTION AND RECOMMENDATIONS. MANUF. SPECIFICATIONS COORDINATED WITH THE CITY OF TY�EE ISLAND, GEORGIA PERSONNEL. 5. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. NOTES: 2, ANY AND ALL NECESSARY PERMITS MUST S OBTAINED 1. CONCRETE PAVERS SHOULD BE PLACED ON A CEMENT TREATED BASE IF SOIL IS EXTREMELY FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT ' CIINTACT A MINIMUM OF 72 HOURS I WEAK OR CONSTANTLY SATURATED. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING F PRIOR TD DIGGING 6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE ASPHALT OR CONCRETE DRIVEWAYS. 1 OF ANY WORK INCLUDING WITHIN RIGHT-OF-WAY. ; INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND 3 CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, I... <_.. . 1 �sW°T An. COORDINATES OR PROPERTY LINES SHALL SE ADJUSTED AND APPROVED SY THE ,ENGINEER. SUBGRADE SOIL AND BASE COMPACTION. Fi, 4. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED IF APPROVED. �� °� 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN v 0..f• 1141 LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE 13Y THE CONTRACTOR, S. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO I UTILI ES PROTECTION CENTER 2-800-282-7412 COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE E SPECIAL CONSTRUCTION NOTE: TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. NOT TO SCALE .■ 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. IF ANY DISCREPANCIES �ETI /EEN THE PLANS OR CONSTRUCTION STAKES .. AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF Nf CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR �.ti�tStF o i 4 10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. ; OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID 19, ALL ROAD AND LANE WIDTHS ARE TO BE 12' UNLESS OTHERWISE NOTED. x INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONASLY 1 _`; 5 BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT € MESS= IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO GREENSPACE ® REPORT THE PR0 3LEM PRIOR TO CONSTRUCTION, HE S!lAL L NOT aE ENTITLED F fi'CI IA .. °� TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK ° TOTAL SITE = 0.99 AC. REQUIRED TO E RE-CONSTRUCTEDEGAUSE OF SAID ERROR, DISCREPANCY PAVING I BUILDING I ETC. = 0.33 AC. €._..OR..CONFLICT. GREENSPACE = 1.28 AC. ; —. .. . ,_.a r I DRAWING NUMBER L_ ! ;; = Q,67 = 67 GRNSPAC, SCALE: 1" = 2O' Fc Q., 0 20' 40 50' 0 ti I is . 3 OF 7 SHEETS . � �� .F _ �-d<.:.•�,�•�-�� Ott: �- ,� ,� ,.,m ..• . .. - . ,�� ;- -_�, •:•.�.� - __. ..._ __ - _ _ � _ __�._. . � _�__. ..r..: .._. ,�-mss~ - .�-�� .�.� .��-, �. .. g 1 / 1 i l! El t 14 4 /// // rl i °_- -yam ,Z// ,.74,//// //f/ S lb Exr's V B "EGOSTONE" PERMEABLE PAVERS \\ E ! .°. ° � A-'7 <, ///, // �*, / ti•o OR APPROVED EQUAL WITH `' - V.44 t1 r f6- `r'// //6 ; /4,Z r°A1 A`,ti </z- EXT'G E 12" OPEN GRADED AGGREGATE 1 - .0,�� I d/////'}e/ ,,„,/////C 00/--/-7/7,///,--)-P./ -- - �� ^) /t9/� o - SEE DETAIL (PYP FG 8.o o '..//////2///'/77-/-// / ff .mil ,_ .: - _ .- • .. _ . .. i N FG 7.9 ! k•��` � f/�fj////f ffjf/ `" ~�- Y - .��CP�r:�-s h h a a h FP ic 11 1 / '$YVG i!TER4L. � .. s �O///f � /////////f/f . 14'PINE= �(., 7 _ !Cr"i€ 8 ,- y i F�/j j/j/j j jj///° "Pays f - °,. ��: �- ! ! _ t ,16/60`� % t /% l ` s 8.50 /- , • / ///<,a' / 2/ / / 15o swats/ / / °° 8.00 ., cxt 0 % t �� j/�/ //� /f// `�� 7 ` EROSION 1 / / // /f PROTECTION \ �9,1 s' lZ � l ®�� 2i"PINE \ 1 \çb �, 1G 6.2 v s. . /f///j///;01111.41, bps '' // ° ��' _- °F �� ? .t.-A / �'� ,\I•� i X / // // ,, �+t• s / � i TP 6,93 Q). ",6 // // , v...w ..__ . ms s-: it _ 0 ,. co .. ■,� r i 4%/ / ' -0•WAI .ST.r.?!T` a"ey'1 F. �, sc zpus+s'. x •�6,yj^>SY ate-' - '�' tE 7 �h ,` �' Gam} Q 0) - {} / ? SY DUMPED r �... ' s _ ., - -,, _ . _- -_® M _ ,. ,� / { 1 Q STONE RIP-RAP _ - ' ' a am";Ilif ? t Ill I`�■ ;04 r STONE RIP-RAP ' e _. F �` FG 7.0 \ �o s is FG 7.6 8 FG 7.8 j �� _ ` / \ ! , '., '.a :, s m:s»; :.vm u. mr-a.:-.r.:: :cr. -r.+:,;"-s:'` ,.a,,....•.u:� _ co:wuszs rrs.. a - ,,,,,,,,,...*,-,....,,,W,,, �1 }'�- - i N TP 6,8 ': l' ; GEOTEXTILE x - _ \ '', /6. , , 1 fi� CO 4 ii / {3a ' \� Al_ 0 �. fits AREA ALONG PROPERTY LINE : ° { Z•TO BE BUILT UP {TOP 7.0 /_, 1 l o y® \`� - , PROTEGTION I lv o `O� � �� ' / ..._ . � _... . �TPS 12" WIDE) OR HAVE RAISED - ` ' \ r / i ' 8.5 i j- d` ♦. PLANTING BED TO DIVERT , - �,. l 1 / / �' x 1 ► t3 STORM WATER jji/ / I TPS I ,. , \„l l ! �1r(i 35 tf swat^`; ∎q l 4 ii 11. 1 f` `° � at 1.O% �: �\\ \\ v & �� U7 CO:°'' ir it t 1 it A 1 ,.,I***.,SV 1 ,... S ,.. 1 •' *psi I76 �/ 25 tf swats \ / - G o 9 I '��.• "4-‘1,-4„....*,,t, �rw�' t: C BS, D R bra" ., €i i PR 7 c r 4 h c.o \aasaamo \ / /.' f _ 1� �� FG :A..08j - /// / ` __ _� � GEOTt;XTILt✓ oti JI FG 6.5 - ! 6/ o 6 f/ �� FG 6.�. _ 2 i/ co ,b- ---- ~�. a� EROSION �,9 r l -- FG 7.00' bL-_.- __ - _ - - PROTECTION >> _ sb �� / / �� 5 t o■ 1 SY DUMPED FG 6.3 1 `\' g STONE RIP-RAP �`,`��®�� z a `° �� o I o r t ' 9 I as m a t 0 0 O 0 7 PAVING, GRADING AND DRAINAGE PLAN 1 prr r 20' ri d. g t � t' z � Q d lz Z il (f) ...r> ci'LL_ 0- GUTTER AND DOWNSPOUT NOTES : D ti' I „-I C NOTES. ' f Z ?. SEE SHEET C2 FOR LEGEND. ._ EASEMENT NOTES: ' Special Driveway Note : 1 : 1. GUTTER AND DOWNSPOUTS SHALL BE INSTALLED SO THAT ALL NEW > I- -~ 0 Q i RUN-OFF FROM THE ROOF SHALL BE DIRECTED TO SWALE S. < W �^ 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON s 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ' i t, DJ W �I II PLANS AS "LIMITS OF CONSTRUCTION'! ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND : 1. All drives and roadways are to be 411 thick (min,) pervious 2. LOT NUMBER 1 NO NEW ROOF RUN-OFF SHALL BE ALLOWED TO THE _� RECORDING. concrete with a stone base aqual to the thickness of concrete SOUTH. ›- t 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING I- j-- OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME, ANY DAMAGE TO EXISTING used (4" min,). . ill UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. 3. LOT NUMBER 2 : NO NEW ROOF RUN-OFF SHALL BE ALLOWED TO THE : W SOUTH OR WEST, 4, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, ar , MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT : 4. LOT NUMBER 3 : NO NEW ROOF RUN-OFF SHALL BE ALLOWED TO THE 1 < WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN 2. All drives and roadwa s are to be "ECOSTONE" permeable : NORTH OR WEST, a "EROSION CONTROL GRASSING". y ' paves or approved equal x i 5, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA 5. LOT NUMBER 4 NO NEW ROOF RUN-OFF SHALL BE ALLOWED TO THE ' IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE j... ._,._ EAST. 1 CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY 1 Special Pre-Construction Note : P L________ . ERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE 6. LOT NUMBER 5 NO NEW ROOF RUN-OFF SHALL BE ALLOWED TO THE t REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. i SOUTH OR WEST. Contractor to verify all existinc, and prapased 6, ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM, structure locations (drainage, aanitary, ate.) 7. LOT NUMBER 6 NO NEW RUN-OFF SHALL BE ALLOWED TO THE EAST 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS tops and depths prior to ordering materials or OR SOUTH. I CONTACT A MINIMUM OF 72 HOURS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. , beginning construction,_ _ PRIOR TO DIGGING t; . ,. s pca�rEct�, s�. mar X a T� s SPECIAL DRAINAGE NOTES: 1, THE LOTS WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED f BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW a,} FOR PROPER DRAINAGE. _ ._ __ UTILITIES PRO17p-- CT ON CENTER 2. STROMWATER DETENTION WILL NOT BE REQUIRED FOR THIS PROJECT, L-boa 282-7�a1 VARIES ° ' V iE FINISHED i SPECIAL CONSTRUCTION NOTE:GRADE I 3, ALL AREAS WHICH ARE NOT TO BE COVERED BY THE BUILDING OR IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES THE ACCESS DRIVES ARE TO BE PERVIOUS, GRADE FEMA MAP NOTES I - AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF (t:14 ,RG, r CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR �S7 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "V9" ACCORDING 4. s - z j F TO F.I,RM. COMMUNITY PANEL NUMBER 13516 0001 G MAP acy �� ' OR OWNER OR HIS !�'EPRESENTATIVE PRIOR TO CONSTRUCTING SAID% ' 1 ? './ : INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY GENERAL BUILDING INFORMATION NOTE S: REVISED JUNE 17, 1986. . i `x n ;, .\ -r.4,_. • , -,' 1 13E EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 1 ps- 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS i 2. THIS SITE IS IN ZONE "V9" AND IS LOCATED WITHIN THE 100 YEAR IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO j �� PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, FLOOD ZONE. A MINIMUM ELEVATION OF 14.0 HAS BEEN SET, �� O # REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED ''Ci NF. »�� GEORGIA ORDINANCES, ON PLANS I TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK ' ' A°B,�'S CONTRACTOR IS TO RAC CONSTRUCTION ACTIVITIES.TIES FEMA ELEVATIONS PRIOR TO € REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY �° 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION l OR CONFLICT. WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, SWALE DETAIL i not to swats x DRAWING NUMBER ,# SCALE: 1" = 24' . v. k 0 20' 40' 50' El I Li 4 OF I SHEETS ., -...., »... ,w. u. x .... v.":t"_�_fig...d°,.,,.>..:i .,_'uSv_..:._._..._. .. , f'.°.�`2. S`T'S._ 9 > .. 'fi?'e' .._ . ...fit .. ..».t > .m . S=R .S.,r..... .4�'�."^.P^,..:..r .°.+. 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'.«..�.K'E:2..: ,t�`+a%��.+'.r•.an.'F.. „.-:3.�.,:,....^.YY' .'N^,�..•.�."b'S.P'Y«>_,.�n;=.:»CYO:.:,5�».T.»°....#b,s"sY+K^��="+`^..„.,».vS'F:4',:.;4evY?.:`��'r.':s�_'_-^'�--.^.3.5�.........:...:2:,.^z.-,..:--.:.�,�."h:v^N-ti�""'...;�.... i ri c LOT A-2 SO ER OS O LEGEND> , \ % I:� , //j jP PAVERS t (r TEMP R Y EDIMENT BARRIER _ /�///� .•. ; LOT 5, GARY I I 7.— // // //t ,. 1 rs V & B �� CONSTRUCTION # °..°.°,°. --" . 7// CONST'RUCTION EXIT ///f rj� l / s • EXT'G FN / fi� c �/ /l4/ // //� T///�.` _ ! ♦- _ A: i m._ ,� LE �Ef� S� Q __ AREA STAB€ } ��zP // /// // - �, WITH TEMPORARY Y SEEDING �ti /s////4/// / // e: $ . °��rt€ e ? �1 5 ��L� °ti 1:GUMS �� p o �� / / 1 $�A> � ` 14PLI� 3flPN _.. _. . _ ._-: ■ . = w. , _—— IST'URBED EA ST"A ILIZATION Q / 7 t —rte- - -'.. --•,- -- :. :.^u- -. � -.,>.-e..._.- ,. \�y, / // /// a ♦ ♦ `,,.. .,., #t1+' ,, 7 24PN �_ �_i �r.Y ` PER E SEEDING 1© o°.• / / - DISTURBED AREA STAID TIt?I!'j/ / '4,..-°. ��1 �� rT ;;- , W111-1 SODDING iii/is ` ' / �/- ► ; � :e ` ., , [ TPs r. o r 8.50 ter- CONC. ' `♦� R \ n , \ , /////// j// JF. U i�� h �' 8.00 / *, PT. R/ CHECK I?A -° f} \ ///j/j �//j ( l 7.50 �),ti -s i4 .ii�l , ♦ \ i )y r ► , \R/W i . P int No. 1 \i,tdtfali \ :////////�//,• $ 15"PINE 2�2i P:NE(1/ E � i� \ �s4Fd � �' „, // / /,; Pik 1,� 5 �� I3I All AGE ® ET PROTECTION 0 _ /O r a©,//�r I ±.xzxk.'!..CkrvvW.'� tX aevm. �zr;:�=e . ... // .� �� - : . ' Q * ,. / x 14 SEDIMENT E TRAP t\I i 811,1 07 // to 16P -- _- faP�P 2 - L� � " " �� t $- /-� — ——f-' �, 1 t. Ds2 €10 3 -... - °�.�-..,�, .,,.<.._.,,....,'.,-,._ .. >7e"�� I¢j Vic ,• ! _ °-- •1 \. l r / : - 4;: _ j _ i�'_ _®_� Imo* G �} ILE Ds4 Rock s3 ' [rtes 16k \ \ - gam' L,' \ � (j) ' C Rlp Rap . . x, .: . ♦ \ / ��---- — �S2 /%T3 CHANNEL STABILIZATION j n?•'u"viv+r+:z'.K?l.".�.-ne` :' .dwi+t: M:.;.v.F'- .,a.. Yk%C%Gfi9'.3£.Y.:r.3£ ' L-._ ._ Rock / i 18PLM _ w ' / 12L0 p4 VEGATATION N LOT 19, NORTHWAVE s .1' 1 7 , ! I OCK RIP- F P /1 ♦ Ds2 �� 1$ 0 �} / / .. .. . .`. � roc o L *54 4 r 1 --� ♦ _♦ - ' ' ' 8.5 +/- 1 I f / I T PS 24P �r\ .� ♦ f t CO LOT 19 S2 ; i 17.59 ct/- 3 0 1 t `.� 1 , ` 1 <� #.... c I25� L I I♦ -PS 1 l 16Wfl 016PL ♦ ♦ OF R t Li j e TW 6CEDAR 1 16PLM �f` _ _ 81_0 0-- - -\-\1! 2 - - En %v.f: -' �'- 't�,pis- - w�, .-t�'vz�ac„�xur ?z.:`�st'..t�«.•.a-v,,...e.t;.;.., w/,�.. d!/.. _ K.Ra: �±x?k... - s ! i <b w t �� - - - _ ji ■ 1 Z 2�- 3 I i v w 0 1 al ly' ,I1 . y F.. • ,n7tw 5613 t '{!.{ �� — '�'�*T.it ,.-_. "..I. s tr i f N 1 11 1 I to' o o LOT 2 00 Ds2 Rock t 4� 7 m s4 d — s NOR AVE D '-' —A a Rip-Rap °` -s° �a c 0 SMB " 18-S 82 \� Z o I f y a m o 0 o remit 1 11117:, TAB. : 7" = 20' z til 1 Q < � O 0 (3 U n zo < 2 CO > i Q a <L o 4 Initi l Phase SPECIAL SOIL I NOTE : c D W ; 0 1, This phase shall include Silt fencing and construction . he state of Georgia o uire that t initial soil -rosion prevention W 0 IA z exits to installed prior to any land disturbing measures shall be inspected the designer within 7 days after ni "4m activities to m chi from leaving the site< installation. . ' O Intermediate Phase 2. It is the responsibility of the contractor to notify t soil erosion W 0 10 prevention plan designer within ay after the initial soil erosion f 1 This shall include construction of t r tior� measures in lac for inspection. _ ponds, outlet structures retrofits, check a , inlets protection and temporary grassing.e s Soil rosion prevention plane shall be kept current and on site or it : O readily accessible at all times during he urYation of the project until 1 Final Phases r�aft final �t ili�atior� f a occur�r e s. 'lei phase shall include outfall protection, any r revised 4. Primary permittee must provide a copy of the soil erosion prevention 1 i inlet protection and any other permanent devices. plans to each secondary r itte CONTACT MINIMUM nF 72 NUS PRIOR TO DIGGING i I tit S art crrgyc r 5. Contractor is to l a record of his inspections of the soil erosion control measures to include at least the following: a. at and scope of the inspection 1 b. name of person er°for� ire inspection t 4� . -- �, �, C. major o observations (including no co liance incidents) ��tt I UTILITIES PROTECTION CENTER . �.___ _ ..v~_ _ ._�M_...._... _ 1-goo-zgz �41� Wetland Buffer Silt roc Notes : Inspection r reports are to kept current and on site or readily SPECIAL CONSTRUCTION NOTE: accessible at all times during the duration of the project until after final ' .: � w._. . .. , 1. Silt fences which are bordering tl� wetlands buffer are stabilization has occurred. IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES A I ND ACTUAL SITE CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF ! to two rows of type ifs " silt fence. i , THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR ti� ' CONSTRUCTION, i s T� �� . Sampling of the outfall is the responsibility of the primary ar`� permittee OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID F 2, No land disturbing activities are to take place within an sampling requirements are to be aa per the general permit. 1 INCONSISTENT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONA8LY I3E EXPECTED TO HAVE KNOWN of AN ERROR, DISCREPANCY OR CONFLICT r ` �` « the wetland buffzr zonea. i 4 IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO 1 REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED = Fact N�``� TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED 8Y HIM FOR WORK REQUIRED TO SE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. DRAWING NUMBER SCALE: 1" = 20' i C Ezum 410. 0 20' 40' 50' fl gg I I f 3 6 OF7SHEETS t --� _ �.�. . . _ _ _r �. .. .. -.,._. v ..,�E.��-.�_-,,- �.:�n- _� ..�;- ,. _._ -� �_.N..._. .,___:_,. .., �•..__ -,--� _ _.,... �. ,_ _ .. � .N � -- � . v ._ - . , _ n � - � � s ,�� ,� .�._:.�..,� ,..�._.}.,-_� _,�.��.� . . t� ,�--LL . ru L.� _ _ e , .., Y >n.n. . SM1fi" ,tiY.C^.-5' +.+.Tye°4'.-sY`a.`,^wati.K.YTV.°#6 .S,vx35 `z ?_a .y: .... e:: �. > •. i YB] il SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1 1. NARRATIVE: THE EXISTING SITE IS GENERALLY NATURAL WITH TWO RESIDENTIAL 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. COASTAL PLAIN VEGETATIVE COVERS e STRUCTURES WITH A FEW TREES AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 AND TWO PERCENT. THE PROPOSED DEVELOPMENT WILL BE A SIX LOT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND SUBDIVISION, PERMEABLE PAVING, UTILITIES, GRADING AND DRAINAGE. THE PROJECT WILL UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL MONTH OF MONTH OF HAVE A DIRECT DISCHARGE TO THE MARSH AND THEREFOR DETENTION WILL NOT BE CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED PLANTING TEMPORARY G S RATE PLANTING PERMANENT G S RATE • REQUIRED. AT THE EXPENSE OF THE CONTRACTOR. i MARCH- MARCH- COMMON BERMUDA 10 Lbs./Ac 2. DEVELOPER / OWNER : Dr. John Howard 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION JUNE Lbs./Ac 10 Lbs.COMMON BERMUDA JUNE COMMON BERMUDA (HULLED) 4 4 1 t 533 Stephenson Avenue COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. (HULLED) Savannah, Georgia 31405 ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 912-236-6367 AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac t & BY THE OWNER. SEE LAND DISTURBING PLAN. APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST 3. 24 HOUR CONTACT: Walter Strong AUGUST BROWN TOP MILLET 10 Lbs./Ac t t 912-844-1171 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. COMMON BERMUDA (UNHULLED) 10 Lbs./Ac SEPTEMBER- RYEG"s.">S SEPTEMBER- 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE FEBRUARY 40 Lbs./Ac FEBRUARY & CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE RYE 1/2 Bu./Ac Z CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED EROSION CONTROL IN GEORGIA. PUBLIC HIGHWAY. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE ALL 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE i INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS [ GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR I . DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF O PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. - PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL W PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CON IROLLING EROSION DURING ANY THE APPROPRIATE PERMITS HAVE BEEN ISSUED. W i d PHASE OF CONSTRUCTION SHAI I BE REPORTED TO THE ENGINEER IMMEDIATELY I t in Q 0 0) 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY / CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER • ) < 0 ' 13. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION TO REMOVE THEM c.) Vii' W PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. �� c5� 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT �J� Oro iv. 80. ,°�� Z Z ACV REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR a ,t o o° /49, �l SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE J Poo 0°°°.N t 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT FROM THE OWNER OR ENGINEER PRESENT. @J� .�0 ,, • o ° O AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. : ; o 0WI 'C� 0( 6 A 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE •`- °' off` • r . 0 tTo• PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE Willi SPECIFICATIONS �, �O go©©' - '+� •° Li 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED Q,#�,* o� •� ©� WITH SEDIMENT. AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING / # oo �. �,r o STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF ••.040, ° • • •©� <v© if ...•'4`-� 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A 11-9E N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. �• ± �(►�•� °�°"'e • `' �r� 4. FUNCTIONING EROSION CONTROL SYSTEM. 4' C..4> © , ••' ° ''<9. Qom•. +�• 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS A'' °'!©d�p�' �w ©q, ' •�©� ` �` .,, Ji) • •, o i.• .r O CO 1 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS "LIMITS OF CONSTRUCTION". ,•.•'. 't• ° I •`0 8� ©i,;t ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. `` VV," +`• 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, ;2&4',4‘1‘:•f.. . ' it ,4-0---,:::,': A J 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT " glr!,o-,�r0o 00 � : �' 6 MINIMUM 0•PERMANENT GROUND COVER HAS BEEN ESTABLISHED. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION GEOTEXTILE UNDERUNER . >, . CONTROL GRASSING". ., !� `N'© • 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE N.S.A.R-2 (1.5"-3.51 o° STABILIZED WITH TEMPORARY SEEDING. 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA COARSE AGGREGATE r Z m I P IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY Q I 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER 1 I BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY o W I t ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TEMPORARY CONSTRUCTION EXIT a I w J 17. VEGETATIVE METHODS: o I o co 0, Co ) A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL N.T.S. . ., GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE I COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. TENTATIVE ACTIVITY SCHEDULE WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY II AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. 2005 1 5 2006 0 :% OCT NOV DEC ! JAN FEB CH' LIME RATE: 1 TO 2 TONS PER ACRE INSTALLATION OF SEDIMENT CONTROLS ii FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE AND TREE PROTECTION RICADES ill M ' I 18. MULCH: sITE G LNG IIIIH;;;;I1lIII � C < MULCH SHALL BE UNCHOPPED, UNROTED, SMALL GRAIN DRY STRAW APPLIED AT UTILITY INSTALLATION 1111111'IIHHI a A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL ■ POST SIZE Ca Ga Q H IN KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS BUILDING CONSTRUCTION I•=r �' ,<�'Zi I' , . .''' ;. F W FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH � FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C D E(MAX) F `_ Z(� d D MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED PERMANENT GRASSING1 TYPE LENGTH '�- w w Q Q • • Q � IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY !WIND OR WATER. EI A 4'-0" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0' USE 36" D.O.T. < U FLOW W Z 0 O z Z THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR U Oak 1.5"X1.5 APPROVED FABRIC. 0 �-- \�PAVING 11111111 USE WOOD OR r �'. z -1 (n LIQUID MULCH BINDERS. gl Steel 1.31b. ft. min. 11111101 1 II / STEEL POSTS. D Lf) Q~ MAINTENANCE OF SEDIMENT CONTROL, LL1 1- 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION , u M i B 3'-0" Soft wood 2" dia. or 2X2 18" 18" 16" 4" 6'-0" USE 22" D.O.T. co ' �-®-- SERVICE AS BEING CuC (Chipley-Urban Land Complex). I APPROVED FABRIC -► >- ; Z REMOVAL OF SEDIMENT CONTROL Oak 1"X1" 9/ " • Steel 751 b./ft. min. STEEL)POSTS ./ , U) ~ H 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA V9 ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 135164 0001 C, MAP REVISED JUNE 17, 1986. SITE DATA G SIDE VIEW W 4'-O" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. APPROVED FABRIC 21. THIS SITE IS IN ZONE "V9" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A ZONE.. ..... . .6 .. Oe ,.. ...... .e,00.,"V9'' USE STEEL POSTS E MINIMUM ELEVATION OF 14.0 HAS BEEN SET. ONLY TOTAL ACREAGE... ACRES ESTIMATED DISTURBED ACREAGE....0.35 ACRES i r r _ , SPECIAL NOTES: S.C.S. SOIL SURVEY MAP NO. 50 op i 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE FABRIC PREVENTEDED BY THE INSTALLATION OF EROSION AND 4 III i SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TTO CONCURRENT WITH LAND DISTURBING ACTIVITIES. FASTENERS FOR WOOD POSTS TRENCH p I OR C . _ ,, ___ z... :_ _. .� � ___ ___ . . . _ , , ___. ..... _,, .: ,, ...T,f. ,33. T. _., ,..,..., f .,..._ . 0 ;III' GAUGE CROWN LEGS STAPLES/POST a* 7 �% 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND o PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT W S Wire Staples 17 min. 3/4'' Wide 1/2" Long 5 min. WITH LAND DISTURBING ACTIVITIES. "'} NOM OVERLAP 113 AT FABRIC JOINTS s Foc '�S� �'. r v��' rt'''';;7 a°.- GAUGE LENGTH BUTTON NAIL/POST UTILITIES PRUTECTIUN CENTER 0. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF " . - FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR • '~x HEADS 1-800-282-7411 w t Live Oak N Gulick EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT 0, '� sy Nails 14 min. 1" 3/4" 4 min. � M _. e }(per ' i CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT FRONT VIEW �F,p R G� THE SEDIMENT SOURCE. ��r�oy y. � ��srF,p o '� Q, ', ,. iq 4. THE CITY OF TYBEE ISLAND SHALL HAVE THE RIGHT TO INSPECT .� �'� 0' ' .,�I "�� ' STORMWATER FACILITIES AT ALL TIMES. �. � � . F � TY�i=� ISLAND 5. NO STATE MATERS EXIST ON THIS PROPERTY NOR WITHIN 200 FEET Pf``r TEMPORARY SILT FENCE DETAIL � A. SdI A O 0 F THE PROPERTY. �; ..._ � , :��.��.:.,� �. ��«_�.a �u �-��. 1 6. NO WETLANDS EXIST ON THIS PROPERTY. �% ,. '`' DRAWING NUMBER ,. I Sd1 -- B 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS �r I 7 1 PRIOR TO DESIGN OF THE E & SC PLANS. VICINITY MAP VIS1TEfl THE SITE ESIGN wz: S d 1 C Ni I 7 OF 7 SHEL- 1 S 'L .:.sssaFJ• s;.&.wa.. Yi>..= ''Y,- �"-•,Ln.�'5�"...'Yw..�x.1F:P�',3'. `S;L"'..,.,.^.aim..uC�.Srm"iCSR.e.,'c.^-.'S .c.Z,TL1+.-:�.=.ms=2-5�.'3.":Sr4.W..w._'rv:�:'s:k�:NA. `CS,fi.'nv.Y.�,Y:....�1Ma:T`-m`F+"E'6�`SSr_':S.',:eY=.4�.a.a--i�:nRy.^.;T.-_'.'s_YtZ.L1�?5.-..K��+2F>. :,R3.32_;":!h N=._...-Gla.-^..'.�..,.t.LmS€Y?.`e�F'A#�YYi+E-."