The URL can be used to link to this page

DOLLAR TREE 2321 MAYPORT RDIssue Date: RE Number: Address: Zoning: Owner: Contractor: Application Number: Description of Work: Construction Type: Occupancy Type: Approved: CERTIFICATE OF OCCUPANCY PERMANENT 7/22/2015 169398-0410 2321 MAYPORT RD COM GENERAL DISTRICT DOLLAR TREE STORES INC HUTTON CONSTRUCTION, INC. (423)643-9216 14-CNEW-536 NEW COMMERCIAL BUILDING (DOLLAR TREE) COMMERCIAL T>1 k:pw A&r& ok Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Issue Date: RE Number: Address: Zoning: Owner: STOCK AND TRAIN PERMIT 7/20/2015 169398-0410 2321 MAYPORT RD COM GENERAL DISTRICT AMERADA HESS CORP. Contractor: HUTTON CONSTRUCTION, INC. (423) 643-9216 Application Number: 14-CNEW-536 Description of Work: NEW COMMERCIAL BUILDING (DOLLAR TREE) Construction Type: Occupancy Type: Approved: Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Date: 7Lg0 I�-- 800 Seminole Road Atlantic Beach, Florida 32233 Telephone (904) 247-5800 FAX (904) 247-5845 Application for Permission to Stock and Train (PST) Name of Business: lZ�OU—AZ _rk-U. SQ�3 Address of Project: 2 3�t1 MAYP,oP_T RPAb Occupancy Type: COgRe-2c.LAL. Contractor Info: Name: f owpm 6*cs RucAtew , 114e-. ,L�. Ghaffewo t 7VAddress: 73(o 6t,�2Ret/ ST ?�Z Owners (all, partners, CEO, or board members): M Address: (SA"9, 45 741801!£ Associated permits Description of PST event / activity Permit#: I14- CAI P -W -S'34 Property ID No.: 16j,3gg _ 04 / 0 License No.: CBC I,.Sq 6 19 � Phone: 4� J�3 ( Email: 6e1l11 lo*ft6?k -f10M. CONS4QY_4tol4 5Qk1f4t Lo�Jtfou,c�uS- c�iOeJ Phone: '%� -2lr. Email: TSINtwc 47 PeA50PNC( - 15�Ock/4* &� SALtS (moaS Starting date requested 7boItS End date v -a l I It -!� Please submit the.following items with the Permission to Stock and Train. Application. 1. Site plan, indicating areas where stock and train activities will occur and employee on-site parking. 2. Proof of premise Liability Insurance and Worker's Compensation. Conditions: 1. Building must pass a Building Safety Inspection, from the City Building Inspector. 2. Building must pass a Fire Safety Final Inspection, from the Jacksonville Fire Marshal's Office. Inspection includes, but not limited to: - Fire sprinklers and alarm systems complete and approved. - Emergency lighting functional - Kitchen fire suppression systems functional and approved. 3. Job fairs and activities involving other than employees of the building contractor and Atlantic Beach Country Club (ABCC) cannot be included in this PST. 4. Temporary signs should comply with provisions of AB Sign Ordinance or PUD (where applicable) Page 1 of 2 5. All merchandise, display, tents, supplies, furniture, etc. shall be placed in such a manner as to not impede pedestrian or vehicular traffic and shall not impede an exit or fire lane. 6. All areas approved for stock and train shall provide accessible restroom facilities within a reasonable distance. 7. All employee parking must be on site. This agreement is not a Certificate of Occupancy. The Certificate of Occupancy must be issued before opening for business and before the general public can be allowed on site. The City of Atlantic Beach reserves the right to revoke this agreement and disconnect service utilities if the above conditions are not adhered to, or unsafe conditions exist. SCAN I HEREBY CERTIFY THAT I UNDERSTAND AND AGREE TO THE ABOVE CONDITIONS, AND ALL INFORMATION IS CORRECT: Signed By: Contractor: Owners�i4C-i Approvals: �`� Building and Zoning Director+■■x 6nawmll Fire Marshal Building Official Public Works Date Date_ A OA Date % Z� Date —7//7 Date 712,0 Date 7 / Of Page 2 of 2 L o� II I a Q G st. 1 ri I,II Z Jlln q SRt I I P •\/I\// gag Eli, I I ✓, •: • • a L o� II I a Q G st. 1 ri avoacaodcvsv e I ' I I ' I 1 I ' I 1 Fate: I I I al my I I,II Z Jlln q SRt I I P o gag Eli, avoacaodcvsv e I ' I I ' I 1 I ' I 1 Fate: I I I al my I I,II Z I q SRt I I I 111 Yd' gag Eli, Walker, Jennifer From: Walker, Chris Sent: Tuesday, July 21, 2015 12:17 PM To: Walker, Jennifer Subject: RE: 2321 Mayport Rd. Everything is good here for Utilities. From: Walker, Jennifer Sent: Monday, July 20, 2015 8:39 AM To: Walker, Chris; Williams, Scott; Moore, Kayle Cc: Graham, Shirley; Gindlesperger,Toni; Arlington, Daniel Subject: 2321 Mayport Rd. Good morning, I have received Public Works approval for the CO for the new Dollar Tree on Mayport but didn't know if that now includes Public Utilities approval also. Thank you, Jevww� WaLleer Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 Walker, Jennifer From: Walker, Chris Sent: Tuesday, July 21, 2015 11:40 AM To: Walker, Jennifer Cc: Moore, Kayle; Graham, Shirley Subject: RE: Water & Sewer As-Builts for 2321 Mayport Road - Dollar Tree Hey everything here is good to go. Emanuel checked it out. From: Walker, Jennifer Sent: Monday, July 20, 2015 10:11 AM To: Layton, Douglas; Moore, Kayle; Williams, Scott; Walker, Chris Cc: Hubsch, Jeremy; Graham, Shirley Subject: FW: Water & Sewer As-Builts for 2321 Mayport Road - Dollar Tree From: Rhine, Steve[ma iIto: srhineCd)hutton.construction] Sent: Monday, July 20, 2015 10:08 AM To: Walker, Jennifer Cc: Arlington, Daniel; Dennis K. Horton (DHorton@Thomaseg.com); Pangle, Kelly; (phoward(-Ocglengineers.com); Scott Bowman Subject: Water & Sewer As-Builts for 2321 Mayport Road - Dollar Tree Jenny, Re: Permit #14-CNEW-536. P. Paul Howard, E.I. Please accept and forward to the appropriate Departments the attached Water & Sewer As -Built Drawing for the Dollar Tree Project located at 2321 Mayport Road, Atlantic Beach. As we discussed earlier this morning, I will make all efforts in getting to you as quickly as possible, the As -Built Survey with the Building Elevation. And again, I most heartfelt thanks for you, Shirley, Dan, Mike, and all those with the City of Atlantic Beach, whom assisted me in completing this Project. Steve Rhine Superintendent [�] HMO— Qmtmchan, Inc. 736 Cherry Street Chattanooga, TN 37402 423-756-9267 Office 423-756-7927 Fax 873-371-9440 Cell srhine@thehuttoncomoanv.com theHuttonCompany.com Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. Walker, Jennifer From: Escanio, Rey [REscanio@coj.net] �k14N Sent: Friday, July 17, 2015 3:23 PM Dat To: Groff, James �• D Cc: Walker, Jennifer Subject: Dollar Tree Fire Safety Capt. Groff, I conducted a fire safety final inspection at 2321 Mayport Rd, Dollar Tree. The final included fire sprinkler and fire alarm systems, which met the minimum code requirements. Fiey Escanio CFPE Fire Safety Inspector FYre Prevention Division 214 North Hogan, #281 Jacksonville, FL 32202 Phone: (904) 255-8561 Fax: (904) 2558559 Cell: (904) 891-7232 Walker, Jennifer From: Pangle, Kelly [kpangle@hutton.construction] Sent: Friday, July 17, 2015 1:37 PM To: Walker, Jennifer Cc: Rhine, Steve Oat e Subject: RE: Permit #14-CNEW-536, Dollar Tree @ 2321 Mayport Road \ y Jenny, You and I spoke a moment ago regarding the Dollar Tree store. I just called over to Public Works and I was told the deputy there (Scott) has already sent over his paperwork regarding this store on Mayport Rd. I do not know exactly when it was sent or how long it takes to receive info from their office, but can you let me know if it is not received so that I may follow-up with their department? I want to make sure we are missing nothing in order to be issued a CO. Thank you. PangleKelly 736 Cherry Street Chattanooga, TN 37402 423-551-4214 Office 423-291-4477 Fax kpa ng le@ h utton. construction http://hutton.build Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. From: Rhine, Steve Sent: Thursday, July 16, 2015 9:27 AM To: Pangle, Kelly Subject: Fw: Permit #14-CNEW-536, Dollar Tree @ 2321 Mayport Road FYI, so you're aware of what the City of Atlantic Beach is asking for to finish the Project. Thank you. Pir Supel inten en HuMm Candnxtion, 736 Cherry Street Chattanooga, TN 37402 423-756-9267 Office 423-756-7927 Fax 870-571-9440 Cell srhine@thehuttoncompany.com theHuttonCompany.com Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. uqQA From: Walker, Jennifer <jwalker@coab.us> Oate �� Sent: Thursday, July 16, 2015 7:26 AM O To: Rhine, Steve Cc: Hubsch, Jeremy Subject: RE: Permit #14-CNEW-536, Dollar Tree @ 2321 Mayport Road Good morning Steve, Dan Arlington, our Building Official just signed off on the Fire Alarm application, we did receive Jacksonville's fire approval for that permit yesterday, I will be emailing you shortly with the amount needed to pick that up. I did receive your termite treatment. I still need the final survey with the finished floor elevation. Public Works will need the topo survey, but please submit that to us in the building dept and we will get it to them. We have not heard from Public Works nor Public Utilities on whether they have completed their inspection. I will def keep you posted. Thank you, Jevt,K,l Wal,�eer Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 From: Rhine, Steve [ma ilto:srhine(c hutton.construction] Sent: Thursday, July 16, 2015 7:57 AM To: Walker, Jennifer Subject: Permit #14-CNEW-536, Dollar Tree @ 2321 Mayport Road Good morning Jenny, In trying to do everything correctly, I need to ask what do I need to supply to you/The City in obtaining the Certificate of Occupancy? Now, I know the following; • I received a message from Derek Reeves stating Zoning is "Signing Off" • I know Dan Arlington performed the Finals for Roof, Plumbing, Electrical, HVAC, & Building yesterday • 1 understand JSC Systems is trying to get their Permit & Plan issues resolved so I may have the Fire Marshal's Final Inspection But, what else do you need, or if there exists some sort of checklist I may go by, please let me know. Thank you for your help, your time, and your attention to this Project. Steve Rhine supel-intendent lii11 'J i IL =771 I =17 M 736 Cherry Street Chattanooga, TN 37402 423-756-9267 Office 423-756-7927 Fax 870-571-9440 Cell srhine(a)thehuttoncompany.com theHuttonCompany.corn �N %Sc '1MV 4)ate.. '6�b Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately, Walker, Jennifer From: Williams, Scott Sent: Friday, July 17, 2015 9:08 AM To: Walker, Jennifer Subject: RE: Storm Water As-Builts Jenny, Sorry, YES it was for the Dollar Tree Scott From: Walker, Jennifer Sent: Friday, July 17, 2015 8:47 AM To: Williams, Scott Subject: RE: Storm Water As-Builts Good morning Scott, Please confirm this inspection was for Dollar Tree. Thanks and Happy Friday0 Jenny From: Williams, Scott Sent: Thursday, July 16, 2015 2:46 PM To: Walker, Jennifer Cc: Daniels, Freddie; Layton, Douglas; Moore, Kayle Subject: RE: Storm Water As-Builts lvl Date 3 Jenny, Freddie and I went and did the CO inspection on the Family Dollar and everything looks good for the PW side. $Cott Williams Deputy Public Works Director City of Atlantic Beach Office: (904)247-5834 swilliams coab.us From: Walker, Jennifer Sent: Tuesday, July 14, 2015 5:11 PM To: Layton, Douglas; Moore, Kayle; Williams, Scott; Jones, Mike; Arlington, Daniel; Reeves, Derek; Hubsch, Jeremy; Rhine, Steve Cc: Hartle, Patricia; Daniels, Freddie; Clemons, Malcolm; Walker, Chris; Graham, Shirley; Gindlesperger,Toni; Scott, John; Groff, James Subject: FW: Storm Water As-Builts Steve Rhine of Hutton Construction is requesting his Certificate of Occupancy inspection for the new Dollar Tree at 2321 Mayport Rd. Please see below for contact information. Thank you, 1 )evuvul WaLleer Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 From: Rhine, Steve[maiIto: srhineCabhutton.construction] Sent: Tuesday, July 14, 2015 4:02 PM To: Walker, Jennifer Cc: Arlington, Daniel Subject: Storm Water As-Builts Good afternoon Jenny, I've attached this Storm Water As -Built for the City's purposes and records however, I'm not sure whom in the City should be receiving this. Also, I've left an Inspection Request on your call-in line for all Final Inspections including the Certificate of Occupancy, but how do I confirm if they have all been signed off and/or if there's a specific discipline which has not made their own Inspection request? Thank you for your help and attention to this matter. Steve Rhine Superintendent 1 #1 7111 4,11 1� =i 736 Cherry Street Chattanooga, TN 37402 423-756-9267 Office 423-756-7927 Fax 870-571-9440 Cell srhine(abthehuttoncomoanv.com theHuttonCompany.com Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. Walker, Jennifer From: Clemons, Malcolm Sent: Thursday, July 16, 2015 2:54 PM To: Walker, Jennifer; Layton, Douglas; Moore, Kayle; Williams, Scott; Jones, Mike; Arlington, Daniel; Reeves, Derek; Hubsch, Jeremy; Rhine, Steve Cc: Hartle, Patricia; Daniels, Freddie; Walker, Chris; Graham, Shirley; Gindlesperger,Toni; Scott, John; Groff, James Subject: RE: Storm Water As-Builts Backflow inspection ok. Malcolm Scq From: Walker, Jennifer Sent: Tuesday, July 14, 2015 5:11 PM To: Layton, Douglas; Moore, Kayle; Williams, Scott; Jones, Mike; Arlington, Daniel; Reeves, Derek; Hubsch, Jeremy; Rhine, Steve Cc: Hartle, Patricia; Daniels, Freddie; Clemons, Malcolm; Walker, Chris; Graham, Shirley; Gindlesperger,Toni; Scott, John; Groff, James Subject: FW: Storm Water As-Builts Steve Rhine of Hutton Construction is requesting his Certificate of Occupancy inspection for the new Dollar Tree at 2321 Mayport Rd. Please see below for contact information. Thank you, Jeiui,i Wal,lo-er Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 From: Rhine, Steve [mailto:srhineCa hutton.construction] Sent: Tuesday, July 14, 2015 4:02 PM To: Walker, Jennifer Cc: Arlington, Daniel Subject: Storm Water As-Builts Good afternoon Jenny, I've attached this Storm Water As -Built for the City's purposes and records however, I'm not sure whom in the City should be receiving this. Also, I've left an Inspection Request on your call-in line for all Final Inspections including the Certificate of Occupancy, but how do I confirm if they have all been signed off and/or if there's a specific discipline which has not made their own Inspection request? Thank you for your help and attention to this matter. 1�fl Steve Rhine Superintendent •Cherry Street ttanooga, TN 37402 -756-9267 Office -756-7927 Fax 870-571-9440 Cell srhine(athehuttoncompany.com thEHuttonCompany.com Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. Walker, Jennifer From: Williams, Scott Sent: Thursday, July 16, 2015 2:46 PM To: Walker, Jennifer Cc: Daniels, Freddie; Layton, Douglas; Moore, Kayle Subject: RE: Storm Water As-Builts Date. �'�� Jenny, Freddie and I went and did the CO inspection on the Family Dollar and everything looks good for the P�si Scott Williams Deputy Public Works Director City of Atlantic Beach Office: (904)247-5834 swilliams@coab.us From: Walker, Jennifer Sent: Tuesday, July 14, 2015 5:11 PM To: Layton, Douglas; Moore, Kayle; Williams, Scott; Jones, Mike; Arlington, Daniel; Reeves, Derek; Hubsch, Jeremy; Rhine, Steve Cc: Hartle, Patricia; Daniels, Freddie; Clemons, Malcolm; Walker, Chris; Graham, Shirley; Gindlesperger,Toni; Scott, John; Groff, James Subject: FW: Storm Water As-Builts Steve Rhine of Hutton Construction is requesting his Certificate of Occupancy inspection for the new Dollar Tree at 2321 Mayport Rd. Please see below for contact information. Thank you, Jeww1U WaUeer Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 From: Rhine, Steve [ ma i Ito: srh i ne@) h utton. construction] Sent: Tuesday, July 14, 2015 4:02 PM To: Walker, Jennifer Cc: Arlington, Daniel Subject: Storm Water As-Builts Good afternoon Jenny, I've attached this Storm Water As -Built for the City's purposes and records however, I'm not sure whom in the City should be receiving this. Also, I've left an Inspection Request on your call-in line for all Final Inspections including the Certificate of Occupancy, but how do I confirm if they have all been signed off and/or if there's a specific discipline which has not made their own Inspection request? Thank you for your help and attention to this matter. Steve Rhine U�� | HWw��° -------------_m 736 Cherry Street Chattanooga, TN374O2 423,-756-9267 Office 423-756-7927 Fax 870-571-9440 Cell Sn A � t~ -~~ =�[�� Disclaimer: The content mthis e-mail is intended solely for the use of the Individual or entity to whom it is addressed, If you have received this communication in error, uoaware that forwarding it, copying it, mmany way disclosing its content to any other person, isstrictly prohibited. nyou have received this communication merror, please notify the author uyreplying tothis e-mail immediately. 2 ker, Jennifer From: Reeves, Derek Sent: Wednesday, July 15, 2015 1:42 PM To: Walker, Jennifer Cc: Hubsch, Jeremy Subject: RE: Storm Water As-Builts Zoning is approved for the CO. rek W. Reeves of Atlantic Beach Seminole Road ntic Beach, FL 32233 I•) 270-1605 Firom: Walker, Jennifer Stent: Tuesday, July 14, 2015 5:11 PM Trio: Layton, Douglas; Moore, Kayle; Williams, Scott; Jones, Mike; Arlington, Daniel; Reeves, Derek; Hubsch, Jeremy; Rhine, Steve Cc: Hartle, Patricia; Daniels, Freddie; Clemons, Malcolm; Walker, Chris; Graham, Shirley; Gindlesperger,Toni; Scott, John; Groff, James Subject: FW: Storm Water As-Builts Steve Rhine of Hutton Construction is requesting his Certificate of Occupancy inspection for the new Dollar Tree at 2321 rvlayport Rd. Please see below for contact information. Thank you, J8vw%,U WoOzer Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 From: Rhine, Steve[mailto:srhine(abhutton.construction] Sent: Tuesday, July 14, 2015 4:02 PM To: Walker, Jennifer Cc: Arlington, Daniel Subject: Storm Water As-Builts Good afternoon Jenny, I've attached this Storm Water As -Built for the City's purposes and records however, I'm not sure whom in the City should be receiving this. Also, I've left an Inspection Request on your call-in line for all Final Inspections including the Certificate of Occupancy, but how do I confirm if they have all been signed off and/or if there's a specific discipline which has not made their own Inspection request? i Thank you for your help and attention to this matter. Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. Walker, Jennifer From: Rhine, Steve [srhine@hutton.construction] Sent: Tuesday, July 14, 2015 4:02 PM To: Walker, Jennifer Cc: Arlington, Daniel Subject: Storm Water As-Builts Attachments: Dollar Tree Storm As -Built Atlantic-C-7.0.pdf Good afternoon Jenny, I've attached this Storm Water As -Built for the City's purposes and records however, I'm not sure whom in the City should be receiving this. Also, I've left an Inspection Request on your call-in line for all Final Inspections including the Certificate of Occupancy, but how do I confirm if they have all been signed off and/or if there's a specific discipline which has not made their own Inspection request? Thank you for your help and attention to this matter. RUAMAUNIMMM �4Huffam on, Inc. 736 Cherry StreeL Cha anooga, TN 37402 423-736-9267 Office 423-756-7927 Fax 870-571-9440 Cell srhine(a)thehuttoncompany.com theHuttonCompany.com Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. Date Requested: Contractor Name: Permit #: Property Address: Legal Description: R tett- OY-\ CC)n s+V-Lt e6 ,0) --N X321 MA�4 ►90YZ.T" Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: El Single -Family Residence &�I� Commercial F -j Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. '% -71 1 ''1 Public Works iJ Public Utilities --� -, Building -2-0 Planning Tree Mitigation Satisfied h Final Survey with FFE All Re -Inspect Fees Paid Termite Treatment Yes No Yes No Yes No Cl J �./Oil r co D o a o � 'i1 G j p'P- Q j u� n a fJ g} T • r c cr CD O L' { 0 �« � o I 4 , Cl J �./Oil r co D o a o � 'i1 G j j u� n a fJ g} T i > r co D o a o � 'i1 G j (n`° u� n a fJ g} r c cr CD Im L' { 0 �« � o I 4 , i D CD c o � 'i1 G j u� i bum 0 0 tf Z C) o 3 CD > CD ci 5 CD 0 CD o 0 a' 0 CD 00 a- u a) -4 Xca 0 L', co cn 00 CD v� CD m to ao L -P6 CD a 4 I ,"dlkk CD n Z C) C- 1, -n 00 a- u a) -4 Xca 0 L', co cn 00 CD v� CD m to ao L -P6 a 4 I ,"dlkk CD n < 0 Z C) C- M -n 00 a- u a) -4 Xca 0 L', co cn < 0 Z sm M -n 0 00 a- u a) -4 co cn 00 CD CD m to h3 Q L -P6 0 STRUCTUHL r LACE�ViENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION CONSULTANTS: :7Z -� ��-- ARCHITECT MARK M. ALDRED, AIA MECHANICAL & ELECTRICAL ENGINEERS OLIVER LITTLE GIPSON ENGINEERING, INC. ATL)%NTIC BEACH,FL a.,y/ CLARK, GEER, LATHAM & ASSOCIATES INC. 301 INDUSTRIAL BOULEVARD oat,, FD 3901 SPRING HILL AVENUE TULLAHOMA, TN 37388 MOBILE, AL 36608 931-454-9940 251-344-7073 GEOTECHNICAL ENGINEER CONSULTING ARCHITECT TIERRA SOUTH FLORIDA, INC RRMM ARCHITECTS, PC 1317 EXECUTIVE BOULEVARD, SUITE 200 2765 VISTA PARKWAY, SUITE 10 WEST PALM BEACH, FL 33411 CHESAPEAKE, VA 23320 561-687-8539 757-622-2828 SIGN VENDOR CIVIL ENGINEER TOM CARR DARREN THOMAS REASOR EYRE, P.E. ANCHOR SIGN, INC. THOMAS ENGINEERING 2220 DISCHER AVENUE REVIEWED FOR CODE COMPUANCU 4950 WEST KENNEDY BOULEVARD, SUITE 600 CHARLESTON, SC 29405 CITY OF ATLANTIC BEACH TAMPA, FL 33609 843-576-3259 SEE PERMITS FOR ADDITIONAL. ReouIREM�ITsnNocoan�Tlonls 813-379-4100 SURVEYOR REVIEWED L3YbATFs 1 Z LANDSCAPE EBI SURVEYING MICHAEL D. GROSSWIRTH 8415 SUNSTATE STREET THOMAS ENGINEERING TAMPA, FL 33634 1000 CORPORATE DRIVE, SUITE 250 813-886-6080 FUTURE OWNER: FORT LAUDERDALE, FL 33334 954-202-7000 DOLLAR TREE BUILDING DATA: 500 VOLVO PARKWAY APPLICABLE CODES: STRUCTURAL ENGINEER CHESAPEAKE, VA 23320 2010 FLORIDA BUILDING CODE THOMAS ELDRED LATHAM, P.E. OCCUPANCY - MERCANTILE USE GROUP- RETAIL STORE CLARK, GEER, LATHAM & ASSOCIATES INC. CONSTRUCTION TYPE TYPE II-B PROTECTED 3901 SPRING HILL AVENUE MOBILE, AL 36608 �-'� � Se � � ,cT� `•�� w } � ` -� - ACTUAL AREA - 9,973 S.F. � 251-344-7073 l K P ol VA12 �vo�--r- 1�d. ALLOWABLE AREA -12,500 S.F. INDEX OF" .D SHEET TITLE SHEET TITLE SHEET TITLE SHEET TITLE T-1 COVER SHEET T-2 GENERAL NOTES F-1.0 F-2.0 FOUNDATION PLAIN MP-1.1 HVAC PLAN, KEYED NOTES, & LEGEND DS FREEZER COOLER DETAILS & SPECIFICATIONS FOUNDATION SECTIONS & DETAILS MP-1.2 PLUMBING PLAN & RISERS T-3 BUILDING CODE SUMMARY S-1.0 ROOF FRAMING FLAN MP-2.1 HVAC & PLUMBING SCHEDULES EM-1 ENERGY MANAGEMENT PLAN T-4 DUMPSTER ENCLOSURE PLAN & SECTIONS S-2.0 FRAMING ELEVATIONS & DETAILS MP-3.1 HVAC & PLUMBING DETAILS EM-2 ENERGY MANAGEMENT PLAN ALTA/ACSM LAND TITLE SURVEY S-3.0 FRAMING SECTIONS & DETAILS MP-4.1 SPECIFICATIONS EM-3 ENERGY MANAGEMENT PLAN MP-4.2 SPECIFICATIONS EM-4 ENERGY MANAGEMENT PLAN C-1.0 CIVIL COVER SHEET A-1.0 FLOOR PLAN C-2.0 DEMOLITION PLAN A-1.1 INTERIOR FLOOR PLAN & WALL CONSTRUCTION TYPES ES-1.1 SITE LIGHTING PLAN p P - t. t :5P RIA LIc2 WT&UT f tAA C-3.0 SEDIMENT AND EROSION CONTROL PLAN A-1.2 REFLECTED CEILING PLAN E-1.1 POWER PLAN rps . ( PmF- PRm4ec,'6or �ti4- P-Au C-4.0 SITE PLAN A-1.3 LIFE SAFETY PLAIN E-1.2 FIRE ALARM PLAN F i'D Ftp.E Ti-oiec-4'«►- St+r- Pt.-4fi.a C-4.1 SITE LIGHTING & PHOTOMETRICS PLAN A-1.4 ENLARGED PLANS E-2.1 LIGHTING PLAN P i.,1 LAY (VT C-5.0 SITE DETAILS A-2.0 EXTERIOR ELEVATIONS E-3.1 SCHEDULES, NOTES, DETAILS ��cr� C-6.0 HORIZONTAL CONTROL PLAN A-2.1 EIFS DETAILS E-4.1 ELECTRICAL SPECIFICATIONS C-7.0 PAVING, GRADING, AND DRAINAGE PLAN C-8.0 GRADING AND DRAINAGE DETAILS A-2.2 A-2.3 INTERIOR ELEVA1 IONS OFFICE DETAILS & ELEVATIONS5 t 11 ISI \5 C-9.0 UTILITY PLAN A-2.4 TOILET ROOM DETAILS & ELEVATIONS C-10.0 UTILITY DETAILS A-2.5 EMPLOYEE AREA DETAILS &ELEVATIONS C-11.0 PAVEMENT MARKING AND SIGNAGE PLAN A-2.6 MISCELLANEOUS DETAILS & ELEVATIONS C-12.0 TRAFFIC- CONTROL PLAN A 3.0 - STOREFRONT ELEVATIONS &DETAILS OA**k A-3.1 INTERIOR DOOR & FINISH SCHEDULE & DETAILS L-1.0 LANDSCAPE PLANTING PLAN A-4.0 WALL SECTIONS L-2.0 LANDSCAPE DETAILS & NOTES A-4.1 WALL SECTIONS REVISION 3 - T-1 L-3.0 IRRIGATION PLAN A-4.2 WALL SECTIONS 1-30-15 NOVEMBER 21, 2014 L-4.0 IRRIGATION SCHEDULES & NOTES A-5.0 ROOF PLAN & SECTION DETAILS i3pV15 ADDED SPRINKLER PROJECT # 1405-137 L-5.0 IRRIGATION DETAILS 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 PROTECTIONATLANTIC BEACH, FL (251) 344-7073 / FAX (251) 343-9179 , _ -. 6, v cl aye v i DOLLAR TREE "STANDARD SECURITY" NO SECURITY MEASURE NECESSARY ENVIRONMENTAL HEALTH NOTES GENERAL NOTES NEW WORK NOTES 1. THIS FACILITY CARRIES ONLY 100 % PRE-PACKAGED FOOD TO 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLI LSTATE, AND 1. DOLLAR TREE TO PROVIDE, FOR CONTRACTOR INSTALLATION, (4) 2A-10BC INCLUDE THE FREEZER/COOLER PRODUCT. NATIONAL CODES AND REGULATIONS. CONSTRU ON HALL ALSO RATED FIRE EXTINGUISHERS SIMILAR TO JL INDUSTRIES MODEL COSMIC 5E. 2. THIS FACILITY IS A NON DINING FACILITY. NO DINING SEATING WILL COMPLY WITH DOLLAR TREE'S CRITERIA (UNLES RE UDED BY CODE). LOCATE EXTINGUISHERS AS SHOWN. PROVIDE WALL BRACKETS AND MOUNT BE PROVIDED TO CUSTOMERS. 2. ALL WOOD FRAMEWORK, WOOD BLOCKING AND D SHALL BE FIRE CONTROLS AT 48" AFF MAX. PROVIDE "FIRE EXTINGUISHER" SIGNS ON WALL 3. THIS FACILITY DOES NOT PERFORM ANY TYPE OF FOOD RETARDANT TREATED PER CODE. DIRECTLY ABOVE EACH UNIT. CONTRACTOR SHALL HAVE EXTINGUISHERS PREPARATION WITHIN THE STORE FOR CUSTOMER CONSUMPTION 3. ALL FINISH MATERIALS SHALL MEET FLAME SPR AN SMOKE INSPECTED AND TAGGED. AND/OR EMPLOYEE CONSUMPTION. DEVELOPMENT RATING CLASS C (OR CLASS 3). 2. PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH ADJACENT 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSI S Al EXISTING WALL COLOR (IE WHITE OR YELLOW). 5. THIS FACILITY WILL HAVE 3 TO 4 EMPLOYEES PER SHIFT MAXIMUM. ONE STORE MANAGER, ONE TO TWO CASHIERS AND ONE STOCKER. CONDITIONS PRIOR TO BID TO DETERMINE THE EN1 OF WORK. THE 3. CONTRACTOR SHALL CAULK AROUND TOP AND BOTTOM EDGES OF COLUMN CONTRACTOR SHALL NOTIFY THE ARCHITECT A OL R TREE OF ANY SURROUNDS TO AVOID INJURY. 6. EMPLOYEE LOCKERS- EASILY CLEANABLE LOCKERS WILL BE PROVIDED TO ALL EMPLOYEES, REFER TO FIXTURE PLAN FOR DISCREPANCIES PRIOR TO BIDDING. 4. CONTRACTOR SHALL INSTALL DOLLAR TREE SUPPLIED FIXTURES TO INCLUDE 5. ALL MATERIALS INDICATED ARE NEW AND SHALL P VIDED AND BUT NOT LIMITED TO CART CORRAL, PERIMETER WALL GONDOLA, FLOOR LOCATION. 7. MOP SINK- THIS FACILITY WILL BE SUPPLIED WITH A 24"06" FLOOR INSTALLED BY THE CONTRACTOR UNLESS OTHE ISE OTED. GONDOLA, BALLOON CENTER, HANGING BALLOON CORRALS, HELIUM TANK 6. DURING THE COURSE OF CONSTRUCTION, IF TH N CTOR UNCOVERS CABINET (SALES FLOOR), HELIUM TANK BRACKETS (STOCKROOM, SEE MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. ANY CODE VIOLATION KNOWN TO HIM OR ANY DI RE NCY WITH THE DETAIL), GRAVITY CONVEYOR SYSTEM, AND MOBILE FIXTURES PER DOLLAR WALLS SURROUNDING MOP SINK WILL HAVE FRP TO 8'-0" ABOVE DESIGN, CONTRACTOR SHALL NOTIFY THE ARCH CT F SUCH TREE'S FIXTURE PLAN. FINISH FLOOR FOR EASY CLEANABLE SURFACE. IMMEDIATELY. 5. DOORS AND FRAMES ARE SUPPLIED BY DOLLAR TREE'S VENDOR FOR 8. NSF, ANSI AND APPROVED- ALL EQUIPMENT WITHIN THIS 7. CONTRACTOR SHALL ASSEMBLE AND INSTALL M RI S/ PRODUCTS IN CONTRACTOR INSTALLATION. STOREFRONT DOORS (WHEN NOTED) SHALL BE FACILITY IS NSF,,ANSI NSI AAND UL APPROVED, CUT SHEETS FOR STRICT ACCORDANCE WITH THE MANUFACTURE RE OMMENDATIONS SUPPLIED AND INSTALLED BY CONTRACTOR AS REQUIRED. AUTOMATIC EQUIPMENT AVAILABLE UPON REQUEST. AND INDUSTRIAUASSOCIATION STANDARDS. DOORS (WHEN NOTED) WILL BE SUPPLIED AND INSTALLED BY DOLLAR TREE'S 9. FINISH SCHEDULE- A FINISH SCHEDULE IS INCLUDED IN THIS SET OF 8. SMOKE AND FIRE PARTITIONS SHALL BE CONST TE PER THE VENDOR (CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION.) CONSTRUCTION DOCUMENTS AND LOCATED ON SHEET A-3.1 FOR DESIGNATED UL DESIGN AND SHALL BE EXTEND VE ICALLY TO THE 6. CONTRACTOR SHALL INSTALL DOLLAR TREE SUPPLIED INTERIOR GRAPHICS YOUR USE. BOTTOM OF THE STRUCTURE ABOVE. PROVIDE F S PS AND SEAL ALL AND SIGNS TO INCLUDE BUT NOT LIMITED TO PERIMETER WALL 10. QUESTIONS- EXAMINER PLEASE FEEL FREE TO CONTACT THE PIPE AND CONDUIT PENETRATIONS WITH SEALA THA COMPLIES WITH GRAPHICS/SIGNAGE, HANGING GRAPHICS/SIGNAGE AND STOREFRONT ARCHITECT AND ENGINEERS LISTED SHEET T-1 WITH ANY THE MINIMUM FIRE RATED REQUIREMENTS FOR P TITION. DUCT WINDOW DECALS. CONTACT THE CONSTRUCTION PM FOR GRAPHIC/SIGNAGE QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON. ALSO YOU CAN CONTACT DARREN SIMONS, CONSTRUCTION PROJECT MANAGER AT PENETRATIONS SHALL BE PROTECTED WITH SM A /OR FIRE DAMPERS. DRAWINGS. g FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, KE ARRIERS AND 7. CONTRACTOR SHALL SEAL ALL EXTERIOR PENETRATIONS INCLUDING (757) 321-5204 SMOKE PARTITIONS SHALL BE PERMANENTLY IDE IFIE D WITH SIGNS OR CRACKS, HOLES, GAPS, AND EXISTING PENETRATIONS. CONTRACTOR SHALL STENCILING. LETTERING SHALL BE NOT LESS TH 112" N HEIGHT LOCATED SELECT MATERIAL APPROPRIATE FOR CONDITION TO PROVIDE PERMANENT ABOVE AN ACCESSIBLE CEILING AND REPEATED INTE RVALS NOT RODENT -PROOF INFILL (INSULATION SPRAY FOAM IS NOT AN ACCEPTABLE EXCEEDING 30' HORIZONTALLY ALONG THE WAL R P TITION. FINISHED MATERIAL.) SUGGESTED WORDING SHALL BE " FIRE AND/ IOKI BARRIER -PROTECT 8. WALK-IN FREEZER COOLER UNIT IS TO BE INSTALLED PER MANUFACTURER'S ALL OPENINGS." SPECIFICATIONS. THE INTERIOR CEILING AND WALL FINISH ARE A NSF 10. ANY DETAIL WHICH MAYBE INCOMPLETE OR LAC GI THE PLANS OR APPROVED GALVANIZED FINISH. THE FREEZER FLOOR IS TO HAVE AN SPECIFICATIONS SHALL NOT CONSTITUTE CLAIM R E TRA ALUMINUM DIAMOND TREAD FINISH. COMPENSATION. SUCH DETAIL, IF REQUESTED B THE ONTRACTOR, g. SEE DOLLAR TREE FURNISHED MATERIALS AND EQUIPMENT LIST IN SHALL BE SUPPLIED BY THE ENGINEER/ARCHITE AN SUBMITTED TO THE SPECIFICATIONS FOR COMPLETE LIST OF ITEMS SUPPLIED BY DOLLAR TREE. CONTRACTOR IN ADVANCE OF ITS REQUIREMEN1 N T1 E JOB. THE TRUE INTENT OF THE PLANS AND SPECIFICATIONS IS Ti ROI UCE A COMPLETE WORKING FACILITY AND INCOMPLETE DETAIL WIL OT kBROGATE THIS INTENT. 11. CONTRACTOR SHALL PROVIDE ALL SHOP DRAWI S ( TH THEIR STAMP OF APPROVAL) AS REQUIRED BY THE AUTHORITY H NG JRISDICTION FOR APPROVAL BY THE ARCHITECT/ENGINEER OF RE IRD. 3901 SPRING HILLAVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343.9179 11/21/14 IREV. I DATE I DRN CHK I DESCRIPTION II II I DOCUMENT CONTROL *1 10 009= Sax d o YO NN ATLANTIC BEACH, FL GENERALNOTES PROJ. NO. 15105-33 1 DWG. NO. T-2 1. GENERAL INFORMATION Name of Project: DOLLAR TREE Interior Walls Including columns, girders, trusses Address: 2321 MAYPORT ROAD ATLANTIC BEACH, FL 32233 Proposed Use: MERCANTILE - RETAIL Exterior 0 Owner or Authorized Agent: DOLLAR TREE -OWNER D. RICHARD BUSHEY - AGENT Phone: (757) 333-7504 Fax: (757) 491-9652 E-mail: drbushey(cD-dynamiccommercial.com Contractor: TO BE DETERMINED 0 0 Address: 0 0 Floor Construction Phone: Fax: State License No: (Including supporting beams and joists) 2. LEAD DESIGN PROFESSIONAL: MARK M. ALDRED Roof construction Designer Name License Phone # Architectural MARK M. ALDRED AR96329 251 344 7073 Civil DARREN THOMAS REASOR EYRE 77996 813 379 4100 Electrical ANTHONY D. GIPSON 69712 931454 9940 Fire Alarm ANTHONY D. GIPSON 69712 931454 9940 Plumbing BILLY D. OLIVER 54364 931454 9940 Stair width units required N/A inches Stair width units re ed N/A inches Stair width units provided N/A inches Stair width units pr Mechanical BILLY D. OLIVER 54364 931454 9940 Landscape MICHAEL D. GROSSWIRTH 6666871 954 202 7000 Structural THOMAS ELDRED LATHAM 34460 251 344 7073 3. GENERAL CODE DATA 3.1 Building and Fire Codes used in design X 2010 FLORIDA BUILDING CODE X 2010 FLORIDA BUILDING CODE -PLUMBING VOLUME X 2011 NATIONAL ELECTRIC CODE X 2010 FLORIDA ENERGY CONSERVATION CODE X_ 2010 FLORIDA BUILDING CODE - MECHANICAL VOLUME X 2010 FLORIDA FIRE PREVENTION CODE - BASED ON 2009 LIFE SAFETY CODE (NFPA 101) & 2009 FIRE CODE (NFPA 1) 3.2 Construction Description X New Construction Renovation (Existing Bldg.) Tenant Build -out Alteration Addition SCOPE OF WORK: NEW BUILDING INCLUDING SITE, STRUCTURAL, ARCHITECTURAL AND INTERIOR, MECHANICAL, PLUMBING AND ELECTRICAL. 3.2.1 Existing Buildings N/A The building will remain in operation during construction _Yes No 3.2.2 Renovations N/A Is the work in this building or space a change of occupancy? _Yes _No 3.2.3 Historic buildings N/A This building is a Historic Building -Yes _ No 3.2.4 Compliance Alternatives -Section 3412 N/A Provide building evaluations when existing building does not meet current codes and renovations will not meet all requirements of current building code. Provide evaluation of existing building and a second evaluation reflecting those design features chosen by the Architect/Engineer to give the building a positive score for fire safety, means of egress, and general safety. Call Chief Building Inspector if you are not sure whether evaluation is required or not. Include Summary sheet (Table 3412.7) on drawings including applicable calculations. 4. BUILDING DATA Construction Type _ IA IB _ IIA X IIB _ IIIA _IIIB _IV _VA _VB Mixed Construction X No Yes Types Sprinkler _ No X Yes 3 Partial System T X 13 13R _13D Standpipes X No _ Yes _ Wet _ Dry Class _ Combined Building Height 20'-0" (28'-0" TO TOP OF PARAPET) Feet 1 Number of Stories Mezzanine X No _ Yes High Rise X No Yes Atrium X No Yes Basement X No _ Yes 5. OCCUPANCY CLASSIFICATION _ Assembly 303 -A-1 A-2 -A-3 _A-4 _ A-5 Business 304 Education 305 Factory Industrial _ F-1 _ F-2 High -Hazard 307 _ H-1 _ H-2 _ H-3 _ H-4 _ H-5 Institutional 308 1-1 1-2 1-3 1-4 1-3 Use Condition 1 2 3 4 5 X Mercantile 309 Residential 310 R-1 R-2 R-3 R-4 X Storage 311 X S-1 _ S-2 _ High -piled Utility and Miscellaneous 312 Parking Garage 406.2 Open 406.3 Enclosed 406.4 Repair 406.6 5.1 Special Occupancy N/A S-2 Enclosed Parking Garage w/S-2 open parking above _ Unlimited height for B, M and R Parking Beneath R _ R-2 Type III A _ R-2 Type II A Open parking beneath A, I, B, M and R S-2 enclosed parking with A, B, M or R above BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS 5.2 Mixed Occupancy _ No X Yes Separation Hr Exception Identify whether you are using the provisions of Non -separated uses Or Separated uses by placing an "x" below by your design choice. X Non -Separated Mixed Occupancy (508.3 Exception) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. _ Separated Mixed Occupancy (508.4) Each portion of the building shall be individually classified as to use and shall be completely separated from adjacent areas by fire barrier walls or horizontal assemblies or both having a fire -resistance raising determined in accordance with Table 302.3.3 for the uses being separated. For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed Accessory Occupancy (508.2) Actual Area of Occupancy A + Actual Area of Occupancy B Allowable Area of Occupancy A Allowable Area of Occupancy B < 1 6. ALLOWABLE AREA AND HEIGHT -TABLE 503 6.1 Allowable Area Allowable area 12,500 Sq. Ft (BASED ON M OCCUPANCY) Actual area_ 9,973 Sq. Ft 6.2 Allowable Heights Allowable height 55 Ft Allowable no. of stories 2 Actual building height 20'-0" Actual no. of stories 1 7. OCCUPANT LOAD Occupant Load /floor = 280 persons (8,162 S.F.@ 30 GROSS PER S.F. = 273) (1,811 S.F.@ 300 GROSS PER S.F. = 7) 8. FIRE PROTECTION REQUIREMENTS 8.1 Table 60'1 Building Element Req'd Rating UL No.* Structural frame, Element UL* UL* Interior Walls Including columns, girders, trusses 0 0 Bearing Walls STOCKROOM WALL 1 -HOUR UL -U465 Exterior Walls (Per Table 602) Exterior 0 0 Interior 0 0 Non-bearing walls and partitions Ceiling -Roofs N/A Exterior 0 0 Interior 0 0 Floor Construction N/A Party/Fire Wall (Including supporting beams and joists) 0 0 Roof construction N/A Separation: (Including supporting beams and joists) 0 0 8.2 Other Rated Elements * Or other approved agencies FOOTNOTES 1. All fire rated walls shall be identified on plans by hatching, shading, etc.; show legend. 2. Identify code section when using any special exceptions, etc. 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 8.3 Draftstopping Draftstopping in floor (717.3) - Yes X No Draftstopping in attic (717.4) _ Yes X No 8.3.1 Distance to Property Line from Exterior Wall (Tabl Element UL* UL* Interior Walls Hourly Rating Number Bearing N/A Non-bearing STOCKROOM WALL 1 -HOUR UL -U465 Exterior Walls (Per Table 602) N/A Ceiling -Floors N/A Beams N/A Columns N/A Ceiling -Roofs N/A Shafts -Exit N/A Shafts -Other N/A Corridor Separation N/A Occupancy Separation N/A Party/Fire Wall N/A Separation: N/A Smoke Barrier N/A Separation: N/A Tenant Separations: N/A * Or other approved agencies FOOTNOTES 1. All fire rated walls shall be identified on plans by hatching, shading, etc.; show legend. 2. Identify code section when using any special exceptions, etc. 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 8.3 Draftstopping Draftstopping in floor (717.3) - Yes X No Draftstopping in attic (717.4) _ Yes X No 8.3.1 Distance to Property Line from Exterior Wall (Tabl 502 N/A (Site Plan/Reference Plan required) 403 High rise buildings N/A Fire Separation Distance MIN. 10 Ft 404 Atriums WA Fire Resistance Rating 0 Hrs 405 Under Ground buildings 406 Motor -vehicle Related Occupancies N/A NIA 8.4 Life Safety Systems 1006 Emergency Lighting: _ No X Yes 407 Group 1-2 N/A 1011 Exit Signs: _ No X Yes 408 Group 1-3 N/A N/A 907.2.6.3.3 Smoke Detection Systems: _ No X Yes 409 Motion Picture Projection Rooms 1008.1.10 Panic Hardware: No X Yes 410 Stages & Platforms N/A 9. EXIT REQUIREMENTS 411 Special Amusement Buildings N/A 9.1 Exit Access (1014 ) 412 Aircraft Related Occupancies WA SALES AREA STOCKROOM 413 Combustible Storage N/A No. of exits required 2 No. of exits require 41-4, Hazardous Materials NIA No. of exits furnished 2 No. of exits furnish 415 Groups H-1, H-2, H-3, H-4, & H-5 N/A 9.2 Means of egress width (1005.1) 416 Application of flammable finishes N/A SALES AREA STOCKROOM 417 Drying Rooms N/A Units of Exit required 54.6 inches Units of Exit requir 1 • inches Units of Exit furnished 102 inches Units of Exit furnish 68 inches Stair width units required N/A inches Stair width units re ed N/A inches Stair width units provided N/A inches Stair width units pr ed N/A inches 9.3 Diagonal Rule Meets 1015.2.1 X Yes No 9.4 Travel Distance (Table 1016.1)- 3 3 SALES AREA -- - - 200 ( Allowable Travel Distance SPRINKLERED) Ft Actual Travel Distance (Maximum) 1 - STOCKROOM A Allowable Travel Distance 75 (SPRINKLERED) Ft Actual Travel Distance (Maximum) 44'-0' 9.5 Spaces with one means of egress (Table 1015.1) N/A For buildings with one means of egress, I have checked the occu Table 1015.1 and the common path of travel against the requires 10. LIFE SAFETY PLAN Provided X Yes No (If yes, Drawing No.) A-1.3 11. ACCESSIBILITY (Chapter 11) Design conforms to ANSI Standard 117.1. X Yes _ No If no, explain condition that will not allow building to be accessible 12. DESIGN LOADS Classification of Building Category/Use Group MERCANTILE/RE Live Load Roof 20 PSF Attic N/A PSF Mezzanine N/A PSF Floor 100 PSF Snow Load Ground 0 PSF Wind Speed: Vult = 130 MPH, Vasd = 103 MPH Exposure C Importance Factor 1.0 Internal Pressure Coefficient 0.18 Design of all structural components is per Chapter 16 FBC 2010. Components & Cladding BRACED FRAME, METAL STUDS, MET Building will be designed as X Enclosed building _Unenclo: High -Velocity Hurricane Zone (1626) Wind Borne Debris Region (1 This building will meet the requirements per 1626. X Yes _ This building will use impact resistant glass per 1609.1.2. X This building will use wood structural panels per exception 160' This building will use shutters. Yes X No Allowable soil bearing 2500 pounds / sq. ft. Soil Report X Yes _ No. Earthquake Design Seismic Design Load Controls Yes X No If seismic design controls, furnish data required in 1603.1.5. 31-30-15 """" MMA ADDED FIRE SPRINKLER PER FIRE COMMENT 11-21-14 MMA MMA REV. DATE DR CH DESCRIPTION DOCUMENT CONTROL 13. SPECIAL DETAILED REQUIREMENTS I have reviewed the special detail requirements in Chapter 4 as indicated below and incorporated the provisions into my design. REQUIREMENT APPLICABLE (Yes or N/A) )a against 1014.3 _Yes _No L- (I, II, III, IV) 5fNO 2.Yes X No 14. SAFETY GLAZING FOR HAZARDOUS LOCATION I have identified on drawings where tempered glass is required in hazardous locations. (2406.3) Yes X No 44 1A 100&&Q0 NWIRE ATLANTIC BEACH, FL BUILDING CODE SUMMARY PROJ. NO. 1405-137 1 DWG. NO. T-3 402 Covered Mall building N/A 403 High rise buildings N/A Cy 404 Atriums WA J' ; d G � 405 Under Ground buildings 406 Motor -vehicle Related Occupancies N/A NIA 407 Group 1-2 N/A 408 Group 1-3 N/A N/A 409 Motion Picture Projection Rooms 410 Stages & Platforms N/A 411 Special Amusement Buildings N/A 412 Aircraft Related Occupancies WA 413 Combustible Storage N/A 41-4, Hazardous Materials NIA 415 Groups H-1, H-2, H-3, H-4, & H-5 N/A 416 Application of flammable finishes N/A 417 Drying Rooms N/A 418 Organic Coatings WA )a against 1014.3 _Yes _No L- (I, II, III, IV) 5fNO 2.Yes X No 14. SAFETY GLAZING FOR HAZARDOUS LOCATION I have identified on drawings where tempered glass is required in hazardous locations. (2406.3) Yes X No 44 1A 100&&Q0 NWIRE ATLANTIC BEACH, FL BUILDING CODE SUMMARY PROJ. NO. 1405-137 1 DWG. NO. T-3 u U (2) 6" 0 PIPE BOLLARDS (TYP) 0 FA 1� (2) 6" 0 PIPE BOLLARDS( / 4 49, / 6" THICK CONCRETE / SLAB W/ #5 @ 12" O.C. EACH WAY 1/2" E.J. L,� / (2) GATES @ EACH DUMPSTER (2) #5 BARS 4'-0" LONG @ 8" O.C. (AT EACH INVERTED CORNER TYP.) — #5 @16" O.C. EAI X009 8" THICK CONCRE- 6-513/16" TYPICAL _ I q ', i DUMPSTER ENCLOSU SCALE: 1/4"=1'-0" 1/2" 0 24" LONG SMOOTH 8R QR DOWEL @ 12" O.C. - O GREASE & CAP ONE END 1'-4" 1' 4" CROSS SECTION 2 SCALE: 3/4"=1'-0" T-4 #5 DOWELS @ 12" O.C. EACH WAY (PROVIDE BENT ENDS) 6" CRUSHED STONE BASE I V-0" I� 1'-4" �I FOOTING AROUND BOLLARD BEYOND L- 11-21-14 3901 SPRING HILL AVENUE REV. DATE MOBILE, ALABAMA 36608 (251) 344-7073 I FAX (251) 343-9179 DESCRIPTION DOCUMENT CONTROL 8" SPLIT FACED CMU - RUNNING BOND (PAINT OUTSIDE SW7039 VIRTUAL TAUPE) # 5 DOWELS @ 24" O.C. ALL SIDES 5"x 5"x 1/4" GALVANIZED TUBE STEEL FENCE POST W/ CAP -12" EMBED (TYP) 18" THICK x 16" WIDE CONCRETE TURN DOWN W/ (1#5 TOP & BOTTOM (AROUND PERIMETER) / / , \ \\ 6" THICK CONCRETE / SLAB W/ #5 @ 12" O.C. \ EACH WAY / (2) GATES @ EACH F. DUMPSTER / %g4/ / aye AY / v� 25'-15/8' y 3" 1" tr TYPICAL 'I TYPICAL PRESSURE TREATED WOOD GATES OVER GALVANIZED 5"x 5"x 1/4" GALVANIZED TUBE STEEL FENCE POST W/ CAP -12" it I EMBED (2) 5" HEAVY DUTY GALVANIZED BALL BEARING HINGES - MOUNTED 00,TO SIDE OF POST & GATE FRAME T— — NOTE: VERIFY OPENING CLEARANCE 314" GALVANIZED STEEL CANE LT -FASTEN REQUIRED WITH LOCAL CODE E TION THROUGH WOOD TO FRAME - PROVIDE 1"0 AND WASTE DISPOSAL COMPANY HOLES IN CONCRETE SLAB 3" DEEP LAN & ELEVATION 0 io co -4 STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION 314" x 6" PRESSURE TREATED _ - 6" THICK CONCRETE SLAB 2 # 5 DOWELS ; 2" CMU CAP (PAINT SW WOOD FENCING o 2x4 CONTINUOUS PRESSURE BOND (PAINT OUTSIDE SW7039 BALANCED BEIGE) °: p TREATED WOOD NAILER VIRTUAL TAUPE) 8" SPLIT FACED BOND AROUND STEEL FRAME - USE 2x6 @J. WI (2) #5 BARS STEEL FENCE POST W/ CAP -12" DIAGONAL BRACE EMBED (2) 5" HEAVY DUTY GALVANIZED BALL BEARING HINGES - MOUNTED # 5 DOWELS @ 24" O.C. TO SIDE OF POST & GATE FRAME 2"x 2"x 1I4" GALVANIZED TUBE 8 3/8" 2"x 2"x 1/4" GALVANIZED TUBE STEEL FRAME W/ DIAGONAL BRACE STEEL FRAME W/ DIAGONAL BRACE PROVIDE 2" CONCRETE DOME CAP 8" 3/4" GALVANIZED STEEL CANE BOLT - TREATED WOOD NAILER FASTEN THROUGH WOOD TO FRAME - N 36" HIGH 6" GALVANIZE 8" THICK CONCRETE SLAB PROVIDE VO HOLES IN CONCRETE 3 SCALE: 1 1/2"=l' -O' SCHEDULE 40 PIPE B01 SLAB 3" DEEP CONCRETE FILLED & Pj TRAFFIC YELLOW 6„ THICK CONCRETE SLAB 8” SPLIT FACED CMU W 8" THICK CONCRETE SLAB CONCRETE FILL - RUNS 5" x 5" x 1/4" GALVANIZED TUBE BOND (PAINT OUTSIDE STEEL FENCE POST W/ CAP -12" SW7039 VIRTUAL TAUP EMBED _ #9 GAUGE HORIZONTAI - - 1/2" EXPANSION JOINT W/ SEALANT TRUSS REINFORCING COURSE 6" CRUSHED STONE BASE #5 CONTINUOUS AROUND PERIMETER " # 5 DOWELS @ 24" O.C. (PROVIDE CORNER BARS TOP & BOTTOM) #5 @ 16" O.C. EACH WAY CENTER IN SLAB cl, SLOPE 1/4" PER FOOT (1) #5 BEYOND - EACH .co . . . . . • Co . ( - WAY AROUND BOLLARI a c (1) #5 TOP & BOTTOM 1/2" 0 24" LONG SMOOTH 8R QR DOWEL @ 12" O.C. - O GREASE & CAP ONE END 1'-4" 1' 4" CROSS SECTION 2 SCALE: 3/4"=1'-0" T-4 #5 DOWELS @ 12" O.C. EACH WAY (PROVIDE BENT ENDS) 6" CRUSHED STONE BASE I V-0" I� 1'-4" �I FOOTING AROUND BOLLARD BEYOND L- 11-21-14 3901 SPRING HILL AVENUE REV. DATE MOBILE, ALABAMA 36608 (251) 344-7073 I FAX (251) 343-9179 DESCRIPTION DOCUMENT CONTROL 8" SPLIT FACED CMU - RUNNING BOND (PAINT OUTSIDE SW7039 VIRTUAL TAUPE) # 5 DOWELS @ 24" O.C. ALL SIDES 5"x 5"x 1/4" GALVANIZED TUBE STEEL FENCE POST W/ CAP -12" EMBED (TYP) 18" THICK x 16" WIDE CONCRETE TURN DOWN W/ (1#5 TOP & BOTTOM (AROUND PERIMETER) / / , \ \\ 6" THICK CONCRETE / SLAB W/ #5 @ 12" O.C. \ EACH WAY / (2) GATES @ EACH F. DUMPSTER / %g4/ / aye AY / v� 25'-15/8' y 3" 1" tr TYPICAL 'I TYPICAL PRESSURE TREATED WOOD GATES OVER GALVANIZED 5"x 5"x 1/4" GALVANIZED TUBE STEEL FENCE POST W/ CAP -12" it I EMBED (2) 5" HEAVY DUTY GALVANIZED BALL BEARING HINGES - MOUNTED 00,TO SIDE OF POST & GATE FRAME T— — NOTE: VERIFY OPENING CLEARANCE 314" GALVANIZED STEEL CANE LT -FASTEN REQUIRED WITH LOCAL CODE E TION THROUGH WOOD TO FRAME - PROVIDE 1"0 AND WASTE DISPOSAL COMPANY HOLES IN CONCRETE SLAB 3" DEEP LAN & ELEVATION 0 io co -4 STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION DO&&AGw YG3NN ATLANTIC BEACH, FL DUMPSTER ENCLOSURE PLAN & SECTIONS PROJ. NO. 1405-137 1 DWG. NO. T-4 D 6" THICK CONCRETE SLAB 2 # 5 DOWELS p 8" SPLIT FACED CMU - RUNNING o BOND (PAINT OUTSIDE SW7039 )R HINGE °: p VIRTUAL TAUPE) 5"x 5" x 114" GALVANIZED TUBE STEEL FENCE POST W/ CAP -12" - M EMBED (2) 5" HEAVY DUTY GALVANIZED BALL BEARING HINGES - MOUNTED co TO SIDE OF POST & GATE FRAME 2"x 2"x 1/4" GALVANIZED TUBE STEEL FRAME W/ DIAGONAL BRACE 3/4" x 6" PRESSURE TREATED WOOD FENCING 8" 2x4 CONTINUOUS PRESSURE TREATED WOOD NAILER AROUND STEEL FRAME - USE 2x6 @ DIAGONAL BRACE 8" THICK CONCRETE SLAB HINGE DETAIL 3 SCALE: 1 1/2"=l' -O' T a DO&&AGw YG3NN ATLANTIC BEACH, FL DUMPSTER ENCLOSURE PLAN & SECTIONS PROJ. NO. 1405-137 1 DWG. NO. T-4 LEGEND I LINE LE Ll(F) .88' ABBRMO AC AIR CONDITIONER GV GAS VALVE Ll(D) .00' - L1 DO (C) CALCULATED MEASUREMENT INV. INVERT N01'42'00"W CO CLEANOUT ID IDENTIFICATION CONC CONCRETE LB LICENSED BUSINESS NUMBER CSW CONCRETE SIDEWALK LP LIGHT POLE (D) DEED MEASUREMENT - CALL LS LICENSED SURVEYOR (F) FIELD MEASUREMENT OHW OVERHEAD WIRE EBX ELECTRIC BOX (P) PLAT MEASUREMENT - CALL EL ELEVATION PP POWER POLE EM ELECTRIC METER PRM PERMANENT REFERENCE MONUMENT FCM FOUND CONCRETE MONUMENT PSM PROFESSIONAL SURVEYOR & MAPPER FOOT FLORIDA DEPARTMENT OF R/W RIGHT-OF-WAY TRANSPORTATION SCIR SET CAPPED IRON ROD F.F. FINNED FLOOR SND SET NAIL AND DISK FlP FOUND IRON PIPE SV SEWER VALVE FCIR FOUND CAPPED IRON ROD TBM TEMPORARY BENCHMARK FIR FOUND IRON ROD WM WATER METER FND FOUND NAIL AND DISK WV WATER VALVE FPP FOUND PINCHED PIPE SYMB ®C CABLE RISER+ TREE LOCATION (SIZE AND TYPE AS NOTED) GRATE INLET oto I �� UTILITY FLAG ELECTRIC O$ SANITARY SEWER STRUCTURE UTILITY FLAG COMMUNICATIONS �4z ti SPOT ELEVATION UTILITY FAG GAS +�� 1 UTILITY FLAG RECLAIMED WATER QD STORM STRUCTURE UTiLiTY FLAG SANITARY/STORM SEWER � ®T TELEPHONE PEDESTAL UTILITY FLAG WATER ® TRAFFIC SIGNAL JUNCTION BOX WOOD FENCE Pp + FIRE HYDRANT METAL FELE —x —x — CONCRETE FENCE 1�A, BENCHMARKS: CONTROL BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY MONUMENT POINT IDENTIFIER: DL5741 LOCATED 2.25 MILES NORTH OF THE INTERSECTION OF MAYPORT ROAD AND ho STATE HIGHWAY 10. FURTHER INFORMATION ON THIS BENCHMARK CAN BE FOUND AT HTTP: //WWW.NGS.NOAA.GOV. ELEVATION: 13.52' (NORTH AMERICAN VERTICAL DATUM 1988) S TBM #1: STATION IS A NAIL AND DISK STAMPED EBI LB -7652 LOCATED ON THE NORTHWEST CORNER OF THE CONCRETE VAULT SOUTii OF THE DRIVEWAY TO THE CITY OF ATLANTIC BEACH PROPERTY APPROXIMATELY 50' EAST OF THE EAST RIGHT—OF—WAY LINE OF MAYPORT ROAD. o°h� ELEVATION: 13.52' (NORTH AMERICAN VERTICAL DATUM 1988) I .° TBM #2: STATION IS A NAIL AND DISK STAMPED EBI LB -7652 LOCATED ON THE TOP OF THE CURB INLET ON THE EAST SIDE OF MAYPORT ROAD, IN FRONT OF 2321 MAYPORT ROAD (THE PROPERTY DESCRIBED HEREON). � ya ELEVATION: 14.46' (NORTH AMERICAN VERTICAL DATUM 1988) �k SURVEY REPORT- � 1. THIS SURVEY MAP AND/OR REPORT OR THE COPIES HEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 2. THIS MAP OF SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT ISSUED BY I 41 STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER WTRFL-098698 WITH AN EFFECTIVE DATE tea' OF AUGUST 28, 2014 AT 12:00 A.M. AS TO SCHEDULE B SECTION II THEREOF, THE FOLLOWING SURVEY MATTERS APPLY: a� 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the Ln proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. (Will not appear in final title insurance policy to be issued hereunder.) - (NOT AN APPLICABLE SURVEY MATTER) 2. Rights or claims of parties other than Insured in actual possession of any or all of the property. - (NONE KNOWN OR PROVIDED.) 3. Any lien, mechanic's lien or materialmon's lien or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. - (NOT AN APPLICABLE SURVEY MATTER.) ��A' N 4. Public or private easements, or claims of easements, not shown by the public record. - (NONE KNOWN OR PROVIDED.) 5. Rights of tenants as tenants only under unrecorded leases. I P - (NOT AN APPLICABLE SURVEY MATTER.) 1lbh6 6. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining bo land, and encroachments onto the Land of existing improvements located on adjoining land. - (RESOLVED BY THIS MAP OF SURVEY WITH REPORT.) 6 7. No insurance is afforded as to the exact amount of acreage contained in the property described herein. - (NOT AN APPLICABLE SURVEY MATTER.) 8. Taxes or special assessments which are not shown as existing liens by the Public Records. - (NOT AN APPLICABLE SURVEY MATTER.) 9. Taxes which are due and payable subsequent to the date of policy. - NOT AN APPLICABLE SURVEY MATTER.) 'L 10. Any lien provided by Chapter 159, Florida Statutes, in favor of any city, town, village or port ^k6 authority for unpaid charges for service by any water, sewer or gas system supplying the insured land. - NOT AN APPLICABLE SURVEY MATTER.) 11. Any claim that any portion of the insured land is sovereign lands of the State of Florida, including submerged, filled or artificially exposed lands accreted to such land. - (NONE KNOWN, OBSERVED OR PROVIDED.) g' 12. Covenants, conditions and restrictions and other instruments recorded in the public records and transfer fee fee the interest in purporting to impose a or conveyance payable upon conveyance of a real property or payable for the right to make or accept such a transfer, and any and all fees, liens or charges, whether recorded or unrecorded, if any, currently due payable or that will become due or payable, and any other rights deriving therefrom, that are assessed pursuant thereto. A - (NOT AN APPLICABLE SURVEY MATTER.) 11�� 13. Subject to any trust, right, interest or claim that may exist, arise, or be asserted against the Title under or pursuant to the Perishable Agricultural Commodities Act of 1930, as amended, 7 U.S.C. §4990, et seq., and/or the Packers and Stockyard Act of 1921, as amended, 7 U.S.C. §181, et seq. or any similar state or federal law. - (NOT AN APPLICABLE SURVEY MATTER.) t" {" 14. Grant of Easement to Affiliated American Inns, Ltd. dated July 31, 1985 and recorded on August m m� t;' 9, 1985 in Official Records Volume 5998, page 714, of the Public Records of Duval County, Florida. 0; f - (EASEMENTS SHOWN HEREON ABUTTING SOUTH AND WEST LINES OF SUBJECT PARCEL) 0;3 c z0z 15. Right of Way Easement to the City of Atlantic Beach recorded on January 11, 1984 at Official N ; Records Volume 5810, page 2256, of the Public Records of Duval County, Florida. W - (15 FOOT WIDE EASEMENT SHOWN HEREON ABUTTING WEST LINE OF SUBJECT PARCEL) o.a - 16. Easement to The Krystal Company dated December 23, 1987 and recorded on December 28, 1987 at Official Records Volume 6445, page 463, of the Public Records of Duval County, Florida. - (7 FOOT WIDE CONDITIONAL RELEASE ADJACENT SUPPORT EASEMENT SHOWN HEREON ABUTTING y NORTH LINE OF THE SUBJECT PARCEL.) 17. Declaration of Drainage Easement recorded on October 20, 1987 at Official Records Volume 6414, page 228, of the Public Records of Duval County, Florida. i (30 FOOT WIDE PERPETUAL NONEXCLUSIVE DRAINAGE EASEMENT SHOWN HEREON ABUTTING EAST LINE OF SUBJECT PARCEL.) N 18. Drainage Easement granted to the State of Florida recorded on July 10, 1982 at Official Records ' Volume 5542, page 2005, of the Public Records of Duval County, Florida. ` - - (DRAINAGE EASEMENT DOES NOT UE WITHIN AND/OR ABUT THE SUBJECT PARCEL) 19. Drainage Easement granted to the Development Group, Inc. dated October 6, 1987 and recorded on October 13, 1987 at Official Records Volume 6411. Page 148, of the Public Records of Duval County, Florida. - (DRAINAGE EASEMENT DOES NOT UE WITHIN THE SUBJECT PARCEL, BUT DOES ABUT AT THE NORTHEAST CORNER THEREOF.) CO NOTE: ALL RECORDING REFERENCES IN THIS COMMITMENT/POLICY SHALL REFER TO THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, UNLESS OTHERWISE NOTED. 3. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATED EXCEPT THOSE SHOWN HEREON. 01 4. UNLESS NOTED OTHERWISE, NO UNDERGROUND FOUNDATIONS LOCATED. �s 5. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120075, PANEL NUMBER 0406, SUFFIX H. EFFECTIVE JUNE 3, 2013, FOR THE CITY OF ATLANTIC BEACH, FLORIDA. 6. NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WAS OBSERVED DURING THE PERFORMANCE OF THE SURVEY REFLECTED HEREON. 7. NO EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL WAS OBSERVED DURING THE PERFORMANCE OF THE SURVEY REFLECTED HEREON. 8. CERTIFICATE OF INSURANCE TO BE FURNISHED UPON REQUEST. 9. SITE DATA FROM PRIOR SURVEY PROVIDED. (ZONING REPORT IS REQUIRED FOR CURRENT DATA.) BUILDING SETBACKS: FRONT AND REAR = 200 FEET / SIDES = 100 FEET 10. CURRENT FLOOD ZONE: "X" (NOT A SPECIAL FLOOD HAZARD AREA.) 11. EXISTING DISCERNIBLE PARKING SPACES: 1 (ONE) PARKING SPACE FOR THE DISABLED. (SHOWN HEREON.) 12. EXISTING INGRESS/EGRESS ACCESS DRIVES TO PUBLIC ROAD RIGHT-OF-WAY (MAYPORT ROAD) ARE SHOWN HEREON. SUBJECT PROPERTY ABUTS EAST PUBLIC RIGHT-OF-WAY LINE. 13. ZONING FROM DUVAL COUNTY PROPERTY APPRAISER WEBSITE: ACG (USE: COMMERCIAL) 14. ENCROACHMENTS, IF ANY, ARE SHOWN ON THIS MAP OF SURVEY. 15. NO EVIDENCE OF ON-SITE WETLANDS WERE OBSERVED OR PROVIDED. MAP OF SURVEY 18" RCP 0`O 12" RCP LOT 0 INLET �� (N GRATE INLET LOT 52 FAIRWAY VILLAS TOP EL.: 14.70' INLET O TOP EL: 14.80' THROAT EL: 13.91' TOP EL: 14.65' N INV. EL: 12.10' PLAT BOOK .3 9, PAGES 22-22A INV. EL: 10.30' THROAT EL: 13.86' El N & S INV EL: 5 40' LINE L LINE LE Ll(F) .88' BEARING N01'41'55"W Ll(D) .00' N01'42'10"W L1 DO 00' N01'42'00"W AND I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARD REQUIREMENTS OF CHAPTER 5J-17 OF THE FLORIDA E. & ADMINISTRATIVE CODE. W. INV. INACCESSIBLE , SECOND REVIEW COP Y I*1 11/20/2014 JERRY R. CARTWRIGHT DATE SIGNED OF 1 SURVEYOR AND MAPPER NUMBER: LS -4525 11 093 11, 1 SAO All construction shall be performed in accordance with the approved plans and comply with all standard city policies and practices. City approval is contingent upon any required state or federal permit approvals such as those from the Department of Environmental Protection or the St. Johns River Water Management District (SJRWMD). UTILITY WORK Plan approval through Development Services does not include utilities. Proposed water, sewer or electric construction must be approved separately through the respective utility company. In most cases, this will be: CITY OF ATLANTIC BEACH PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FL 32233 904 247-5834 WORK WITHIN l l I1\ l l lI RIGHT-OF-WAY l) -OI \\ AY CITY: Except for new subdivision infrastructure construction, all work performed within a City of Atlantic Beach right-of-way or easement requires a Right-of-way Permit. The contractor performing the proposed work must have a current Right-of-way Bond on file with Development Services. Right-of-way Permit applications are processed at: CITY OF ATLANTIC BEACH PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FL 32233 904 247-5834 STATE: All work performed within a state right-of-way requires a permit from the Florida Department of Transportation (FDOT). It is the developer's responsibility to obtain required FDOT permits or maintenance -of -traffic approvals for work within FDOT right-of-ways. The FDOT regional office can be contacted at (904) 360-5200 Any changes to the approved plans needed for FDOT approval must be submitted to Development Services as revisions. Adjacent State Roads: STATE ROAD A1A (MAYPORT :ROAD) RAILROAD: Railroad companies may require special approvals or permits to work within their right-of-ways. It is the developer's responsibility to obtain permission from any railroad right-of-way owner before performing any work within their right-of-way. STORMWATER Annual reports in compliance with the SJRWMD stormwater permits are required from the maintenance entity of all stormwater management facilities. Send copies of the reports to: CITY OF ATLANTIC BEACH PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FL 32233 904 247-5834 The owner of any project one (1) acre or larger is required to provide a Notice of Intent (NOI) in accordance with criteria set forth in the city's NPDES permit within 48 hours of beginning construction. Send NOI and NOI fee to: Florida Department of Environmental Protection NPDES Stormwater Notices Center, Mail Station #2510 2600 Blair Stone Road Tallahassee, Flodda 32399-2400 (866) 336-6312 http://www.dep.state.fl.us/water/stormwater/npdes/ The contractor shall contact the City Environmental Quality Division before beginning construction: Environmental Quality Division 407 North Laura Street, Third Floor Jacksonville, FL, 32202 (904) 255-7222 FI]�E MARSHAL H AL Plan review and approval does not relieve the contractor of complying with all applicable State Fire Codes. Underground mains and hydrants shall be installed, completed, and in service prior to construction work. Underground contractor shall submit to the Fire Marshal for approval complete specs for all underground pipe and fittings relating to fire protection PRIOR to installation and inspection. Contractor shall include manufacturer's name and pipe ID along with contractor's state license number. LANDSCAPE A Site Work Permit is required for this project. ❑ Tree Fund payment is due: 1-1 Article 25 funds are due: _ inches at $ inches at $. TRAFFIC ENGINEERING TRAFFIC SIGNS Metro Name Standard StopNield Design Installation 1-1 Streetlights Required $55.00 ea. $55.00 ea. $55.00 ea. $55.00 $55.00 /hr. TOTAL NOTE: Traffic sign costs change from time to time. If the costs change after plan approval but prior to payment for installation, the developer must pay the for the signs at the current costs. The above total assumes the subdivision will be platted as one phase. If the development is platted as separate phases, design and installation will be calculated separately for each phase. No lane closures allowed from 7 a.m. till 9 a.m. and from 4 p.m. till 6 p.m. V>EE]I�TICA 1. SURVEY DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY MONUMENT POINT IDENTIFIER: DL5741 LOCATED 2.25 MILES NORTH OF THE INTERSECTION OF MAYPORT ROAD AND STATE HIGHWAY 10. FURTHER INFORMATION ON THIS BENCHMARK CAN BE FOUND AT HTTP://WWW.NGS.NOAA.GOV. ELEVATION: 13.52' (NORTH AMERICAN VERTICAL DATUM 1988) OWNER: DOLLAR TREE STORES, INC 500 VOLVO PARKWAY CHESAPEAKE, VA 23320 TODD LITTLER (P) 757.321.5000 (F) 757.321.5292 DEVELOPER: DYNAMIC COMMERCIAL REAL ESTATE ADVISORS ONE COLUMBUS CENTER, STE 600 VIRGINIA BEACH, VA 23462 D. RICHARD BUSHEY (P) 757.333.7504 (F) 757.491.9652 CIVIL ENGINEER: THOMAS ENGINEERING GROUP 4950 W. KENNEDY BLVD.,STE 600 TAMPA, FL 33609 DARREN T.R. EYRE, P.E. (P) 813.379.4100 (F) 813.379.4040 C-ONSI�,. I RUc riON DOC UM EN SURVEYOR: EBI SURVEYING 8415 SUNSTATE ST. TAMPA, FL 33634 ERIC BLACKBURN (P) 813.886.6080 (F) 813.886.6081 ...D0.L..LA,1Dx ..d1..AR..dEE 2321 MAYPOIRT IXDI\.OAD LOJILI)IDA 32233 ATLANTIC ]BEACH ip X DUVAL COUNTY, FL SECTION 8, TOWNSHIP 2S, ]RANGE 29E FOIR ARCHITECT: CLARK, GEER, LATHAM & ASSOCIATES, INC. 3901 SPRING HILL AVE. MOBILE, AL 36608 MARK ALDRED, AIA (P) 251.344.7073 (F) 251.343.9179 VICINITY MAP_ GEOTECH: KCI TECHNOLOGIES 20 LAKE WIRE DR, STE 120 LAKELAND, FL 33815 ANU SAXENA, P.E. (P) 863-644-8300 N/A NTS FMN\"0 � u,,, 111 Vim, I N\001 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR DTE TAMPA, FLORIDA 33609 Phone: (813) 379-4100 REV. DATE :DR; CHK DESCRIPTION Fax: (813) 379-4040 ThomasEngineeringGroup.com DOCUMENT CONTROL & 1 al 00. W I I MN I E M NO) 10)(00 111 11100 XFOI!,11 iikolli'lk I GENERAL City Development Number Concurrency Application Number Property Appraiser Number (RE #) 169398-0410 Zoning Designation CG, COMMERCIAL GENERAL PUD Ordinance Number N/A FIRM — Community— Panel 120075-0406-H Flood Zones (Show in Plans) ZONE "X" Base Flood Elev. (Show in Plans) N/A Vertical Datum Used for Project NAVD 88 SUBDIVISION PSD Number N/A City or Private Inspection N/A Public or Private Roads N/A Subdivision ("911") Disk Provided? N/A NON -SUBDIVISION North American Industry Classification System (NAICS) N/A Impervious Area (Sq. Ft.) 45,408 S.F. DATUM CONVERSION - 1.099' N.G.V.D. 29 TO N.A.V.D. 88 �1�}11111f1�fyf No. 77996 y. � l�r= 21,F1�77996 FL01 IDA,'IK € FLORIDA BUSIN�880BRT!bFAUTH.No. 27528 PROD. NO. ***, 10O&QAG3 FOXLE ATLANTIC BEACH, FL CIVIL COVER SHEET FT140062 I DWG. NO. C-1.0 .' I11 E NEIOHBORING ." 1 I I ' - I I � EiUILOINi /` F. ". EL.: 12.9' {{ ""-.:`1 IIT ' '1 ' I' ( E; 1 � r TOP OF ' I " 5 BANK 4 �� `� I W. {'<:_` 15s RIGHT CF SAY' ) , i' lr )i �< R i I EASEMENT PER O CIAL - � _ _f,` _. � � � _ � � _._.._ � _ ,� t CORDS BOOK 5E120, PAGE. ?256 ` ��, t ,�' g , II€ �..A{ tJ88 .ate, ? ._N 08 `iF> _. _ �_. �._. �.._� __..,_.._ "-.q . " st I J _ iI : , i __ .................__.,..,...._,,..,.. .. _...____� <� R•, y I . i"` <'"` 1� 4.:.:.:...; _ R .; } I �" I . , E I: - 1° EXISTING CONCRETE S 4 1: I II I ,:.; :, y I TO REMAIN ,a z IDEWALK AT NEAREST I PADS TO BE REMOVED CONCRETE_`° I "I , s , �> JOINT s - 6<1' ¢ FENCE r ' ° " ", � 'I l.• EXISTING LIGHT POLE ` o t TO BE REMOVED) Y3 GRATE INLET ':11.1 \ g, ) ; € - -I ti TOP EL: 11.47'' t'> TO BE REMOVED E I N .' - <�� ,;, ? '-!-', SW. INV. EL.: 8.27' '` .T,'' i----------- I``I I I� ° ( } `, I II' '` °\ --- - ---- ---rte . ' a�, E. INV. EL.: 6.82' "{ a - ----17""� --___- - --T\ - /'' / / / �. II '-'I EXISTING INLET -- �17-1 ;':. :• . ;,;',.' s> SAWCUT CONCRETE I . •:,•'`r�, ': /I• / % /� / / : _ .. __.._. _ _ - TO BE REMOVED �> .. ALONG BACK OF :. : , " TYPE''D" CURB i / / { ': .:.=.:�{.. �.___ _. A' SATE _ Ike-- / ..T t VALLEY GUTTER : , a I.i (1YFTIi:AL') ,% r.. ., ik cASEME , , LR SUBJACENT // >,{ . ,,. [} , <- • . • I .,, EXISTING BOLLARDS ; / EXISTING CONCRETE , a :: SUPPORT ...R OFFICIA=_ � ._,._.._... �, i ,, . , .... , i , ,> (TO BE REMOVED) I .: a.,. ._.. _ - ✓j I' VALLEY U T TER e RECORDS CC E , _: t... / i•! RS:.wL`d4tJv B'D V4 °g` ._- <w. _......._..........._._ ................_............... ._.. ..m // �. I .. •1:..Y ;:• •, : TO BE REMOVED / / / .' PAD AND BOLLARDS _ w._ _.. "._.�G... - �i } I .::. • CURB r •• 7 : a' / J / / / r' �, " .., .,.."......._.. .,_.. �.. / I i` <`` / 139.8' /` , / r ` / ,... IOAL 1'. 1'::': :. , , TO BE REMOVED' / �' ` ( } I / �• i �n / " °F 3 1 t .,..._..y.,.....,.,. § IIT' o..> 1d. '�... / / /`. s N REE t' I r ,' !`11 EXISTING COC T / 12.T �/ EXISTING L.F. 24" HDP 2 / / /`. s / / ` � � TO BE REMOV / 0 �• / AY EN RAN E ' / I DRIVEW T C i` ! a .>'/ EXI TIN CONCRETE / I /� S G •<°ASPHAe7 < ^E r a/ a' / / / E REM VED s la R/ :a. " -n Ya'" s".. I "Ia TOB 0 T BE REMOVED / / �° I ,.. / i / TO REMOVED / / ` RAMP 0 JI o / +� s �', . 14e i / s � a� '. � z / E ° i � m �.. -' 1 I 444 : / ' t / / / / ' II+ cm /�.PJ I 3 ._, ,/ / A. m_ N / I / A / O 1 / r i 1 �, / 1 / / 4�3 .i } / i /a` / / 6 _� t 'tE LTi d d / J / I Z , i O .. �t €may` / .'aa / ' / /� / :o . / / 1.p w / € / />< ti:' / / II• � EXISTING 107 L.F. 10" PVC C /< / a� /a N f / / / E T XISTING LIGH POLE /a 1 : �� / Sy d / / / TO BE REMOVED 0 ` EXISTINGf CLEANOUTS / Y EXISTING BARRICADE / / / '''" II TO BE REMOVED / 139.4' 1. / / Pl. .....<• ` REMOVED 11 t \ / / TO BE REMOVED / / / / TO BE 0 / 12.7' 1-1, / �' _.... t Y / , / �''' "'� P 3 • � i Q i 1 /' >%' is / / < r r r / / C3 I' / k1 u / I° C a>' / 11 I \ ti - � / / =a / ° w /' � i �>a i /a11 � � / �� / < a .F < a < . E ji 4: i' � a7. 3 a / ray / mss` I''•: / / / ..a_ .. / « / € I / I I / c h. O _� , r a T `BE ` EM VED o+ i II 0 REMOVED) I SAWCUT CONCRETE I L. I / : c5 ) / 'ati' 0 8 IY / , `` O_ _ G / AT p� L � SIDEWALK ERS / a j(p m 3 � ¢ ti. P 11 il ! \:. •< /\ijjj �S 3 <',2'a a E -1 • € //> - NV. EL: 9.94' INT - __ JO /' a < / I.11 " L •. E I11 1, I. / I I x / y,. �, r9 /3 I x / / • € ) rl 0 =/' / �, * ; 1 "' / II � � EXISTING FLUME I'' //` I.� O I� j / f' �''` / / / I . i � ! I ,s / :r / / ` / I TO BE REMOVED III �< 5 1 �, b...,• II EXISTING CONCRETE '' CANOPY / / /`` '`{I c� TO BE REMOVED ;` �, �� C � €• ( � PAD TO BE REMOVED / `' � // /`I: :, :� € � .. I I I / i� > / / 1 w, EXISTING PAVEMENT /.. F> �'TT• I € I I �] I 1N 11 1 11v� F ! � • II .%,� .>`°` �. ,/ �,<. MARKINGS '` I CI It� I '.. / al s< / f T BE REMOVED �� " f\ TYPE CURB ) ..., a 11 / / / ,. ,. i, \ `` .. `,'11" 'I- �j TYPIC L ! s < �� IT��,S /I: /111! I < EXISTING CONCRETE 11 'O ,, � '' .' SIDEWALK AND PAVEMENT .'II "` / , e €.. ., :, ,.., I / a< o REMOVED l<. '€ :. " i-,, y I %` _ / `E , I , TO BE EMO ASSUMED PRE-DEVELOPMEN_\ T .. J 1. { g I {" , i TIME OF CONCENTRATION FLOW PATH s I "CIT y., . , / I . o / / 1 . I .:. .:�.. Ij , �`.. :.. ';i; I «. , `%- a ._.. ..�. <.,'.,._ E .,: `F' � .✓'" ,, s / / s ) . (: II.. I <� / , NI z t% �a,a�a 1�... ONE STORY EXISTING LIGHT LE I . ,• S G G PO LENGTH 450LF I I Dt.F FDLT ArAl/ / / / / / '�� ..§ /`t.T � c� _. _ `�> . .I ... �''� . 1'• BU G # 2321/ oo� .. ,< ,.� =0.66% I m TO BE REMOVED a^ '.' . -CYTON 72230 3 � . , ., 1 > ,E , � AVG. SLOPE , " bo •/ /" G �° >c F.F. EL• 15.3 I I x E I / / a�,. / / / ; 1 ` II, T BE REMOVED) I/`f / / I +, s I 1: (p ) ill / / I � � _1� 11 -Ii. ___� _11" __ ,I, I 11 .., _ 1,��,\.:�,:""%�-,.,��",e�,�,,�: I, T 'mo € S ' .,` 1� 20 10 5 0 20 N 1"= 20' / -i- 4 - Sc bate: 24 HDPE STORM SEWER -- PROPERTY LINE INDICATES POSSIBLE DRAINAGE EASEMENT -. � EXISTING SANITARY SEWEF EXISTING STORM SEWER LI T, % € I c n I' i ' y� } 3 3 _x ""5 a Y., l ..,.. " j I I _, .,,,_,.,,.. ._....... _. 11 g" I I ,1, I"�6 ` _f EDGE OF WATER E _t /& �, I 1, I I 11 \ ` 9/6/2014 EXISTING TREES TO BE REP .' I11 E NEIOHBORING ." 1 I I ' - I I � EiUILOINi /` F. ". EL.: 12.9' {{ ""-.:`1 IIT ' '1 ' I' ( E; 1 � r TOP OF ' I " 5 BANK 4 �� `� I W. {'<:_` 15s RIGHT CF SAY' ) , i' lr )i �< R i I EASEMENT PER O CIAL - � _ _f,` _. � � � _ � � _._.._ � _ ,� t CORDS BOOK 5E120, PAGE. ?256 ` ��, t ,�' g , II€ �..A{ tJ88 .ate, ? ._N 08 `iF> _. _ �_. �._. �.._� __..,_.._ "-.q . " st I J _ iI : , i __ .................__.,..,...._,,..,.. .. _...____� <� R•, y I . i"` <'"` 1� 4.:.:.:...; _ R .; } I �" I . , E I: - 1° EXISTING CONCRETE S 4 1: I II I ,:.; :, y I TO REMAIN ,a z IDEWALK AT NEAREST I PADS TO BE REMOVED CONCRETE_`° I "I , s , �> JOINT s - 6<1' ¢ FENCE r ' ° " ", � 'I l.• EXISTING LIGHT POLE ` o t TO BE REMOVED) Y3 GRATE INLET ':11.1 \ g, ) ; € - -I ti TOP EL: 11.47'' t'> TO BE REMOVED E I N .' - <�� ,;, ? '-!-', SW. INV. EL.: 8.27' '` .T,'' i----------- I``I I I� ° ( } `, I II' '` °\ --- - ---- ---rte . ' a�, E. INV. EL.: 6.82' "{ a - ----17""� --___- - --T\ - /'' / / / �. II '-'I EXISTING INLET -- �17-1 ;':. :• . ;,;',.' s> SAWCUT CONCRETE I . •:,•'`r�, ': /I• / % /� / / : _ .. __.._. _ _ - TO BE REMOVED �> .. ALONG BACK OF :. : , " TYPE''D" CURB i / / { ': .:.=.:�{.. �.___ _. A' SATE _ Ike-- / ..T t VALLEY GUTTER : , a I.i (1YFTIi:AL') ,% r.. ., ik cASEME , , LR SUBJACENT // >,{ . ,,. [} , <- • . • I .,, EXISTING BOLLARDS ; / EXISTING CONCRETE , a :: SUPPORT ...R OFFICIA=_ � ._,._.._... �, i ,, . , .... , i , ,> (TO BE REMOVED) I .: a.,. ._.. _ - ✓j I' VALLEY U T TER e RECORDS CC E , _: t... / i•! RS:.wL`d4tJv B'D V4 °g` ._- <w. _......._..........._._ ................_............... ._.. ..m // �. I .. •1:..Y ;:• •, : TO BE REMOVED / / / .' PAD AND BOLLARDS _ w._ _.. "._.�G... - �i } I .::. • CURB r •• 7 : a' / J / / / r' �, " .., .,.."......._.. .,_.. �.. / I i` <`` / 139.8' /` , / r ` / ,... IOAL 1'. 1'::': :. , , TO BE REMOVED' / �' ` ( } I / �• i �n / " °F 3 1 t .,..._..y.,.....,.,. § IIT' o..> 1d. '�... / / /`. s N REE t' I r ,' !`11 EXISTING COC T / 12.T �/ EXISTING L.F. 24" HDP 2 / / /`. s / / ` � � TO BE REMOV / 0 �• / AY EN RAN E ' / I DRIVEW T C i` ! a .>'/ EXI TIN CONCRETE / I /� S G •<°ASPHAe7 < ^E r a/ a' / / / E REM VED s la R/ :a. " -n Ya'" s".. I "Ia TOB 0 T BE REMOVED / / �° I ,.. / i / TO REMOVED / / ` RAMP 0 JI o / +� s �', . 14e i / s � a� '. � z / E ° i � m �.. -' 1 I 444 : / ' t / / / / ' II+ cm /�.PJ I 3 ._, ,/ / A. m_ N / I / A / O 1 / r i 1 �, / 1 / / 4�3 .i } / i /a` / / 6 _� t 'tE LTi d d / J / I Z , i O .. �t €may` / .'aa / ' / /� / :o . / / 1.p w / € / />< ti:' / / II• � EXISTING 107 L.F. 10" PVC C /< / a� /a N f / / / E T XISTING LIGH POLE /a 1 : �� / Sy d / / / TO BE REMOVED 0 ` EXISTINGf CLEANOUTS / Y EXISTING BARRICADE / / / '''" II TO BE REMOVED / 139.4' 1. / / Pl. .....<• ` REMOVED 11 t \ / / TO BE REMOVED / / / / TO BE 0 / 12.7' 1-1, / �' _.... t Y / , / �''' "'� P 3 • � i Q i 1 /' >%' is / / < r r r / / C3 I' / k1 u / I° C a>' / 11 I \ ti - � / / =a / ° w /' � i �>a i /a11 � � / �� / < a .F < a < . E ji 4: i' � a7. 3 a / ray / mss` I''•: / / / ..a_ .. / « / € I / I I / c h. O _� , r a T `BE ` EM VED o+ i II 0 REMOVED) I SAWCUT CONCRETE I L. I / : c5 ) / 'ati' 0 8 IY / , `` O_ _ G / AT p� L � SIDEWALK ERS / a j(p m 3 � ¢ ti. P 11 il ! \:. •< /\ijjj �S 3 <',2'a a E -1 • € //> - NV. EL: 9.94' INT - __ JO /' a < / I.11 " L •. E I11 1, I. / I I x / y,. �, r9 /3 I x / / • € ) rl 0 =/' / �, * ; 1 "' / II � � EXISTING FLUME I'' //` I.� O I� j / f' �''` / / / I . i � ! I ,s / :r / / ` / I TO BE REMOVED III �< 5 1 �, b...,• II EXISTING CONCRETE '' CANOPY / / /`` '`{I c� TO BE REMOVED ;` �, �� C � €• ( � PAD TO BE REMOVED / `' � // /`I: :, :� € � .. I I I / i� > / / 1 w, EXISTING PAVEMENT /.. F> �'TT• I € I I �] I 1N 11 1 11v� F ! � • II .%,� .>`°` �. ,/ �,<. MARKINGS '` I CI It� I '.. / al s< / f T BE REMOVED �� " f\ TYPE CURB ) ..., a 11 / / / ,. ,. i, \ `` .. `,'11" 'I- �j TYPIC L ! s < �� IT��,S /I: /111! I < EXISTING CONCRETE 11 'O ,, � '' .' SIDEWALK AND PAVEMENT .'II "` / , e €.. ., :, ,.., I / a< o REMOVED l<. '€ :. " i-,, y I %` _ / `E , I , TO BE EMO ASSUMED PRE-DEVELOPMEN_\ T .. J 1. { g I {" , i TIME OF CONCENTRATION FLOW PATH s I "CIT y., . , / I . o / / 1 . I .:. .:�.. Ij , �`.. :.. ';i; I «. , `%- a ._.. ..�. <.,'.,._ E .,: `F' � .✓'" ,, s / / s ) . (: II.. I <� / , NI z t% �a,a�a 1�... ONE STORY EXISTING LIGHT LE I . ,• S G G PO LENGTH 450LF I I Dt.F FDLT ArAl/ / / / / / '�� ..§ /`t.T � c� _. _ `�> . .I ... �''� . 1'• BU G # 2321/ oo� .. ,< ,.� =0.66% I m TO BE REMOVED a^ '.' . -CYTON 72230 3 � . , ., 1 > ,E , � AVG. SLOPE , " bo •/ /" G �° >c F.F. EL• 15.3 I I x E I / / a�,. / / / ; 1 ` II, T BE REMOVED) I/`f / / I +, s I 1: (p ) ill / / I � � _1� 11 -Ii. ___� _11" __ ,I, I 11 .., _ 1,��,\.:�,:""%�-,.,��",e�,�,,�: I, T 'mo € S ' .,` 1� 20 10 5 0 20 N 1"= 20' / -i- 4 - Sc bate: 24 HDPE STORM SEWER -- PROPERTY LINE INDICATES POSSIBLE DRAINAGE EASEMENT -. � EXISTING SANITARY SEWEF EXISTING STORM SEWER LI T, % € I c n I' i ' y� } 3 3 _x ""5 a Y., l .A"y , A°� 11 �' 4 I I X 13, 00 IS, 11_ 26' LIVEOAK 11" HOLLY d �m_ W___-_- a °-�-_ TING WATER MAIN EXISTING i '-----"-�W EXISTING OVERHEAD UTILI" -�----m-_---•-•-•---^---- c__ -- EXISTING UNDERGROUND ( _.:_ _E __,_.__._.__ EXISTING UNDERGROUND E I .: 11,11 RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. EXISTING STORM SEWER C. X 13, 00 EXISTING SPOT GRADE 26' LIVEOAK 11" HOLLY d EXISTING TREES TO REMAII 7.5" CRAPES 10" PALM B. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR �� 7.5 28-C}"3 10 1�( , EXISTING TREES TO BE REP I / /"a,/ > F/ / / ` EXISTING ASPHALT PAVE 1 %,tea :t I W BACK FLS PREVENTION a . . :. �`'� ... - ] �: , ll I�, b ,� ,' , �? --S----S----S--- `''>" ••t CONCRETE SF SF ::� x 'S Ir / }/, / � F I � / I LRAINAGE G. I 1 •51,;: N g II , / � sF3i1A fi Y / / I11 i :. ; 3` • i i +�,...;` /' / 1• . /1 :,1;:: // / / I ,. TO BE FILLED IN ` 11 I II V (TO BE REMOVED) a' F 44.0 I,, AS H' T/ ''{I S° I ( �I I ,` 1.R ::.:° , 55:8 I P \V' % / PER GEOTECH) 1 > . >.,I g �' i . (TO BE REMOVED) , /' t �.,- 2 /`r.. / / :, _:: II a '' I/ . / / / ', /' / .1 i="IIImo, , .� _ - L___ __ . w- II`'`a /' < b ° � 11 ' II -<11.._.,J_ 1 /1 ':1 •.: ' ,.. I � TOP OF RE � �� I IS R �,R ,i f � "14 :"-- , / / / ` / /11;I 1- BANK ;( R #169 98 0070 / I '` ,' / a INLETI �:. ::F /` /` 1 I I E AK // XISTING 20" 0 I P /°' / p w:"' iO EC..t 94,33' / ` i I I T i 1 1, I NLE E �` I'll s ' } I Rf AT EL< 't 6 I„' TO REMAIN I' / </ / I I I` < R. `..,' TOP EL. 14.39' 9 I r' / / 3 /r 11 b. THROAT EL •: 13.45' a °S< ,N�° EL<• � s / (DO NOT DISTURB) .' I ri ' :.1`` : >• A 3' ' < V< TVA BLE I I It/ I ,, EXISTING CLEANOUT "` it t V E 6` I,. Ir"L, CANOPY /' '' _ II. 1 1 /' 11 I : i a` � , �<_ TO BE REMOVED 4 ., I II '+,'` a/ j E � .I i�. 7 ° / 11' ` e /' / r ./ / �° . 1 1'" , . EXISTING CONCRETE +7 y j<' / ,. , T YT E " � CURE/ / / ID/ /,, ,11 I , ill ill, ' {TYPICAL} ,;" A? IY SIDEWALK AND PAVEMENT / : d / ,/ JI A I Z, ". I I ill 1 li , `� / I:, ' :, ':`` / / / r r �) PLACEMENT " I c II.' TO BE REMOVED .. 1 ... / / / ` II af' STRUCTURE .. I I i / w / / � SUBJECT PARCEL �:!", , U " / ,,�.. 4. /' / / L__ __ ___ - � ROVED SITE PLAN 1 /`- r R APP / E I T..-.,. P :' ) a :< "-" `.`' ✓ / �`:.' / / /..I PART OF LOT 7SECTION8 TOWNSH P It SAWCUT CONCRETE , / I / /r./ a> / / NOT VERIFIED BY ANY I .. �.-_--y-- / `, ION SIDEWALK AT NEAREST /` / , / / / 2S. RANGE 29E. COUNTY INSPECT `:f / / / / / I -s STANDARD C 1 JOINT I ,E '/ / ' % / / `/ 1-`/ /' i ./ �T `�, ,'1I I< EXISTING FLUME I `:,IE "� ' / s ; / ` �/ /' / ,,'' /`` . / / / ��,•` I � TO BE REMovED CONTAINS 81,000 SQUARE FEE ( �� 1 I, � � ) �l I '.h /� I/ / /, / / / ,`' t`' / / / /� �II ,,I '< , I .13 i� / 9 / ,° a a/ ` / , c, / {9}E E I '..Ez ; :•�•::.I ,.r.. €,/f f , / / ' /.gid.. ,✓. °%a/ / %j` / / / �/ .,'111 I (1.860 ACRES), MORE OR LESS ( jj 8k1 ip 1 ,C �"' ...i.., R ff // / :1.., ,3. 1<..4,., •J:•<•• >._ < f e / i , 3 {.,' _ y, I J 1 �, ,- 1 / ..J.`�:, / ' t /` i 1+ l- Y S , it <>' d "' ;� :.� • i' I /' s t / 1•.,. w A HALT Y 1 �' i <e I 3 C"'" }E I Is � " § I II ,a . E �. .. •,: • � .da •} / ... <..... t k'' i aT0 BE REMOVEDf ' / I, RECORDS } } I: E r •. / / I , -`: �) / ( ) '\ I PER (,FF;CIAL. RE -c KD , . ^.. 1I \ / I:i• 'ft i'r I / is /'�: / / /' I 1= a: <. I .9 PACE / a %Ll7 :+ £ 1' aE,.-. >� �•' SAWCUT PAVEMENT /' €' i '` £ / / EXISTING CONCRETE I �' I I ~;, 'N` ' S. �., , i I I f i { 1 yf / ' I ar, RAN E /< a -`I i . AT CONC RETE ENT C , { I �, PAD TO BE REMOVED / E_ , '� : r • T 9 00 tAL UNDERGROUND 4 EXISTING 0 0 G U O » D REMOVE `' < as AN ._ , ��:. � :. ', . .> ..11 ,,, ,, r EXISTING CONCRETE �ti l., T ' ''` STORAGE TANKS TO BE REMOVED / ,� t �h ; :. 1 �A':.?':.' / / ` LL.."�;L; CQNfE;rT j.;:>. : { / / / II CONCRETE n DRIVEWAY ENTRANCE ' �� / 1"�.>: .� ','"{ I ;1 �•.F / I 1 ; ) 1•;,,.; )' BY OTHERS PRIOR TO CLOSING. / / / II I FENCE �1 ��< ';>• s• / :, ,'; . 1,(TO BE REMOVED TO BE REMOVED ": r��•:' �.r .•:.•:: / :,. '` _ . r, E..: T{ / / I / /• I . 1�1) ' • , t - . ) (OWNER TO PROVIDE FDEP / / / a. ` /�I (TO BE REMOVED < / EXISTING BARRICADE ; r �` � � �' :v ;'Ra, �`._ r CLOSURE LETTER) �E``"p CkiREt`' / I � `' I• / 1 �.. K• / I I I 11 :. 1YPIcAt / �'� { ). / :. i s TO BE REMO VED ;.... _ �•'• / I': ` �. ` / / I r r . /' o` t . ,t:.. • 1;,;r... ✓ ,,/(TO BE REMOVED T NCRETE IN. / �• / ( ) /. SAWCU CO 1 �• o. METE c 3 ,,' .: � l' AL NG BACK OF N ' '4VALLEY GUTTER _-____ _s - ` 1._ _ _ ____ -Ill I I I "'-\1, I «� � I- y I CONCRETE < I T I �1! A,\ , ,. � �:: Y:1.. !T_:'. REMNANTS OF Y„ N 1, I ; ." I _ , °� EXISTING LIGHT � ABANDONED SIGN (TO BE REMOVED) EXISTING LIGHT POLE I k , z E . F �/ \- I= TOP s t I ( I I' ;{I POLE TO REMAIN POSTS (TO BE REMOVED) TO BE REMOVED \-J ( s ) I IliI� �, IIT (D NOT DISTURB) �E X11 r / !N < . f O AN HO` _ / L 1 = ' €/ • TOP EL,: 15.31` / "a ", AlI`__.,......1 I 1 �� I I'.:: SAWCUT CONCRETE- ---I;. ;� / NV. EL.. .78' _�__ m_ # :..: ._,_,.__.._._ _._ �- 13 I I =` i SIDEWALK AT NEAREST ,I ,+ / ______.,m._ _._ _.. __ i 1 �� m� -� ..� � ._ E I _ • JOINT ) E3 k � � _ �� 1.. � I 2 # - _-� - , _ a 6�- � lob 11 I I m� C �� j P i (P i fA y 1 r �' .. _- _.. _ __ I p .��•a .:.; c ,. I } �. I 831 , ,. 31= i 22' ARID EY€eh �' I t jG II _ �'T =_ __. _. a 9 3<2' v E CATER I I _._ ..._..._ __ ._.. M., :--.__... / I�. `.: g�" PVO SAN[':RY RECORL Bi2LK 5998, P.k�.. 11` 1 X11 5 _ - .B° BACK FLOW ` ITION 'tP 1, I KS_ - s E �� TO REMAIN ( ) I tom" s I I i I _.._ _W E EXISTING TREE 1 I E . - .<_ _.,. a.,_,�_,_.,...,....__, ,_,,...._... ...._ _ .,_.�..__"....__,._.••••. q _ _L :a. � N TYP. � mm. � pt n>,, ,�*,r I 1 FK, P _ SOC,. i � - '' E 1 _ _. m_..._. -,. _ W 2 1 ;' I 3. I I °� _. __. _ _,.-,.._.............„ .... ......... lb �� ,I >-ce (')'( ( SANITA .:°-lb"xI I I { 'I �<. � � � wt �1 `L (BEARING BASIS) _� �� . I.. � ...Oar (D.r' ETR I11a :I = _ �. F I g =I° s 1 � A � -+ SBS°17'50" (F)(D) _ tt i x1%' 3 g E .a `` 1 I.I I � +S°\. SVY PVERL r'0 '`.'�.,' 4=>;,I 13._r�°tE. �:.,.' _..,. *'a�' i Ia �<, �+>w, i ,^ $ I I :% ,. / �. � EBX PTLlTYY EAS MENBT � y�E> � � I '___. ... -.1- I j `, N`' _ " I-_ -- _ 1 .iANITARY t>' � Y L' ,.< , METER = i A , - 1` I �� C T k A 7 BEA t; c = I �� ' ' o I': ISL I a 7 ��01 • SANITARY .__...I,----� .,_. IE I m , , I p I I)..,.;, . 11 , I � /' , � > _ ._........_.. - _ ..� ._ ,,,,"_.__ __ME1 R 1. N i I ' 1 , / �:l I _1 _ � .a--- _o -__-__ ._- ._�.-+ . . . _ - P _- ---�~- _. _ _ E x " �IL II _ j�L__ __........._..__.. "._._. I I I 1, /11 I ')> S •.L' T_ I t ,� r 3 c IAi, z: N. T 3I / �, I , II } �� L I-.:,'t;� `� ^ F \ .. MAN HOLE WITH x� C11F LR " €,N< =..R LINE I 3VALVE i e �:.. I 1 7 x 6 3I s C I � aE " 3 0 ...")� Cay � < 11v , X L`3 I= t y \i„ n ,..... ..." ..,-*,r,. .f '�3 " <-TSE' .moi'. �3 ...)_`�`, 'w.. ,"I,,. ,........•. ......w." -_....._...M.."..." :i Il N88"36'4.5„E(P) " 9 8 I E,<</' E €` •4' `.... ,rn.....<uxtt. '"�:i°V,.d; f '�'� _,.�w,_.......w r.�.,..�.......rv, �w .. R 3-....--'•---m-""".` %,' I :€ .,€I _ I :.•. ass°' W E I I 1 i I I ,. ;.I 1, I . �` i ! IN, N. LINE OF FAIRWAY VILLAS t F71 PLAT BOOK 39, PACES 22 AND 22A r II I L, ,, 1! v , E' I � ]� I I I ;�;T1 i II E I I f.. NIS 3 I IM,%� 10 ,07' 50 ... - _ �:: --E:� 0,61 \ ET �' 3.11 GRATA INLET 7..:"D `1II%VILLAS ' I I� T P EL: 14; ' INLET � 11�� TOP EL" t4.8=3' ) , ROAT EL: 991' 1OP EL.: 9,..65' �1 I I INV. EL.< Es'<90'd s �f1'a 1€s 2 1 I INV. EL.: 10. �0 THROAT EL: 13.E§6' ". I I (, 1 I I N N, s, INu, EL..4' I I�i I '� 1 �1 I E. W. INV, ENACC aSIBLE I a i ' ' EX, I Iv 1 d1€ I I ,�? , 11I I 11 I KNOW WHAT'S BELOW ALWAYS CALL 811 ® BEFORE YOU DIG I' It's fast. It's free. It's the law. www.callsunshine.com 004, 01 H 0 M A011 %11o� A 1 EXISTING CONCRETE TO EXISTING SANITARY SEW PROPOSED SILT FENCE PROPOSED TREE PROTE( (SEE DETAIL THIS SHEET) DEMOLITION NOTES: 1. THOMAS ENGINEERING GROUP, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. "' R TRE CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL 1 THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND .4.; ,. _ 11 SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR HR DTE DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO THOMAS ENGINEERING IN WRITING FOR REV. RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. '1,s43. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: DOCUMENT CONTROL A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. E. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E F. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BEING RESPONSIBLE FOR ALL COORDINATION REGARDINGUTILITY U IL TY DEMOLITION REQUIRED FOR THE PROJECT. QTHE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION T T T THAT HE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. G. COORDINATION WITH UTILITY COMPANIES - O S REGARDING WORKING "OFF-PEAK" HOURS OU S OR ON WEEKENDS AS VE MAY BE REQUIRED T QU O MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. S H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL E LINE BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE TRIC E REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, i BAST /MANHOLE STATE AND LOCAL REGULATIONS. OC ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS OUS MATERIAL SOILS ASBESTOS OR OTHER REFERENCEDRMP O IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. THE CONTRACTOR SHALL PROVIDE O ALL THE "MEANS AND METHODS" NECESSARY T R O PREVENT MOVEMENT SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE ED TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. `OBE MOVED 5. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. ROVE 6. EXPLOSIVESBE HALL NOT ED S O USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE H OWNER AND APPLICABLE BE RE OVED GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMIT QU SAND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING S G T HAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. :ENC 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 8. CONDUCT ACTIVITIES DEMOLITION A C ES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE C WITH ROADS STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 9. DEMOLITION ACTIVITIES AND HAL EQUIPMENT Q SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY I THOSE EXISTING ITEMS/CONDITIONS WHICH C ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTIONT E O H R THAN THAT ALL METHODS AND MEANS ARE TO SANITARY DE ®LI THE SHALLBEACCORDANCE RESOD NNSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY O PROVIDE ASAFEOR SEQU ENC�]ING NOT WORK SITE. 13. DEBRISH L S A L NOT BE BURIED ON THE SUBJECT C SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY STATE AN 1. CONTRACTOR T UTILIZE METHODS TO PR IDE , D FEDERAL LAWS AND TO UNINTERRUPTED SEWER SERVICE DURING APPLICABLE CODES. CONSTRUCTION. THE PROPOSED MANHOL ND GRAVITY MAIN SHALL BE INSTALLED, TEST 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL CERTIFIED PRIOR TO ANY ABANDONMENT DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. REMOVAL OF THE EXISTING SANITARY SYS . 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. UTILITY CONTACT CITY PLANNING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 904 247-5800 PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FL 32233 904 247-5834 WATER/SEWER CITY OF ATLANTIC BEACH 1200 SANDPIPER LANE ATLANTIC BEACH, FL 32233 904 247-5834 NATURAL GAS TECO PEOPLES GAS 4040 PHILLIPS HIGHWAY JACKSONVILLE, FL 32207 (904) 739-4874 TELEPHONE BELLSOUTH ENGINEERING 9209 HAYDEN ROAD JACKSONVILLE, FL 32218 (904) 519-2687 ELECTRIC JACKSONVILLE ELECTRIC AUTHORITY 21 WEST CHURCH STREET T-4 JACKSONVILLE, FL 32202 (904)665-8880 U 02-26-15 "' R TRE FDOT ACCESS 1 12-12-14 HR DTRE ADDED UST REMOVAL NOTE 11-21-14 HR DTE REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL PLM14 ELEVATION AREA OF SITE CONSTRUCTION TREE PROTECTION FENCE SHALL BE INSTALLED ONE FOOT FOR EACH INCH OF TRUNK DIAMETER (6' MIN.) OUTWARD FROM FACE OF TREE. THIGH WOOD & WIRE FENCE W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER. AS AN OPTION, ORANGE/FLUORESCENT HIGH-DENSITY "VISI -FENCE" OR APPROVED EQUAL CAN BE USED. WOOD & WIRE FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. TREE DRIP LINE/TREE PROTECTION ZONE AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION. DO NOT STORE MATERIA IN THIS AREA. 5' WOOD 2X4 FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE). THE BARRICADE SHALL BE AT LEAST ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK DIAMETER. FOR TREES LESS THAN 12" DBH, THE MINIMUM BARRICADE SHALL BE PLACED AT LEAST SIX (6) FEET AWAY FROM THE BASE OF THE TREE. TREE BARRICADE APPROVAL: OBTAIN CITY APPROVAL OF TREE BARRICADES BEFORE BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT. TREE PROTECTION FENCE *40 NOT NOT TO SCALE • \�\ \ `•\t\OMAS R�� i��// �� . '10EN F ..'Q /i AN,& 00L�L�L:=tJ0 U �� aP . Z� tel/ `(�' ;�� i J *k : No. 779 6 111- ATLANTIC BEACH FL O < srATE l i - <ORIDP .•• ;7 DEMOLITION PLAN FLO I .X96 FLORIDA BUSIINE5�9fsrEW 01 \RUTH. No. 27528 PROJ. NO. I DWG. NO. C-2.0 I i w ^ --_ INSTALL CHAIN LINK CONSTRUCTION _ 1_T - EDGE OF WATER SITE SECURITY FENCE AROUND x/8/2014 i PERIMETER OF SITE. CONTRACTOR TO c DETERMINE APPROPRIATE LOCATION a,• L,I p I BASED ON EXISTING FEATURES AND iPROPOSED CONSTRUCTION TOP OF (- BANK £ i- _ •- 60 I e g e ti�188.17 50"E(D) oP s i 1 17.7' P� .� ®' y 299.88'(F) ' � 1�� N88'19'58"E( 50.00' FDO I ` I''}} VALLEY GUTTER CURB i d. j +;€ (TYPICAL) na a € I { Y 4. WI EX, 8" PVC WM jjj N € j n 11 T -TT -7 ul a £ CL 41 \ �•' I e � it i . ::I ®a g ;• -0 g I [Y v € 2 i ggj jj t€ zz i. € I _ t ' 1 4 I \ TYPE " CURB.`?..)`... I 1 (TYPICAL)' EASIRLY 31 OF AYPORT READ I DOa]G� �MEE (STt TE ROAD A1A) I� I ! R r 3 PER DE & FOOT MAP EC110N 72230 i (9,973 SF) q SITE AREA _1.86 A N11FFE 15.50 I£ g TYPE CURB (TYPICAL) Ad i ( I" TEMPORARY EROSION CONTROL PROPOSED CONSTRUCTION SOIL TRACKING PREVENTION MAT + (SEE DETAIL THIS SHEET) ENTRANCE WITH GATED ACCESS (GATE SHALL OPEN ONTO SITE, i > ••,• NOT INTO R.O.W.) ,..... CURB 0zc:j ifi I I MAN HO TOP EL.: INV. EL.: 1.78' E CHAIN LINK SECURITY FENCE SHALL BE i RELOCATED AS NECESSARY IN ORDER TO .`` �£,' ?,.1:5':'" I 1 4" PVC SERVICE CONSTRUCT PROPOSED ENTRANCE DRIVE. SILT ` I j FENCE SHALL BE MAINTAINED THROUGHOUT (PER CITY ATLAS) o0 THE DURATION OF CONSTRUCTION. F 8" PVC SANITARY S X I ' 3 a 5 9 f i ` o� p(BEARING BASIS) £ E WIRE S88'17'50"W(F)(D) • I �^y UY I,__,£ INDICATES POSSIBLE %� EBX iILiTY EASEMENT I,N ` 3. s�, " I,i;°.'... v� CITY OFA TLANTIC BEACH P ! •,., RE #169398 0070 Pie.� €. . J �4. at1tT I MAN HOLE WITH ° ii ' ``3 I i ( vnavnFWATER LINE xcx VALVE x" x o TOP EL.: 12.72' ` 250.00'(P) p N88'36'45"E(P) 249.85 (F) I i 3 Ig s t 4S88-19'38"W(F) f 1 i I i N. LINE OF FAIRWAY VILLAS Ir `, PLAT BOOK 39, PAGES 22 AND 22A LOT 51 o LOT 52 FAIRWAY VILLAS PEA T BOOK 39, PAGES 22-22A POST OPTIONS 6' MAX. WOOD 2 1/2" MIN. 02 LAYERS NON WOVEN FILTER FILTER FABRIC FABRIC TO BE SECURED OVER WOOD 2" x 4" (IN CONFORMANCE WITH ' 3� OAK 1 1/2"x 1 1/2" SEC. 985 F.D.O.T. SPEC.) ENTIRE BASIN OPENING y 12" COMPACTED SIZE #1 STON11 E _ STEEL 1.33 LBS/FT. MIN. o o k y !'. 00 `..`_ �'`:`''._'.% ', .�•' GEOTEXTILE FABRIC �f,. 3 ,. Ji \,^ 6 J' s r sy SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) CATCH BASIN INLET FILTER DETAIL NOT TO SCALE s TEMPORARY EROSION CONTROL CATCH BASIN INLET PROTECTION (SEE DETAIL THIS SHEET) UI <� -- PROPERTY LINE 1. z n z N _- EXISTING CATCH BASI 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDI = = = = EXISTING STORM SEV1 = A EXISTING SANITARY S KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. \ a PROPOSED SILT FENC ERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO 3. z \ o o PROPOSED TREE PRC ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDE STORM SEWER I INDICATES POSSIBLE DRAINAGE EASEMENT CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING FOREST GREEN VINYL PROPERLY AT TIME OF ACCEPTANCE. PROPOSED INLET/ST 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH PROPOSED STORM SE SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE PROPOSED ROOF DR/ USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. y 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED IN D-903. THE DEPTH OF b 4• azo ._ . STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET SOIL TRACKING PREVI OPENING AT LEAST 18 INCHES ON ALL SIDES. 7. d fvv� FLOW ARROW V - uj \ O . O z 9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT N Y \z \o ©O BALES PRESSED TOGETHER. 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH L� 0 0 ri oLo 0 0 o NEIGHBORING BUILDING F.F. EL.: 11.1' 4 -- PROPERTY LINE 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN EXISTING CATCH BASI 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDI = = = = EXISTING STORM SEV1 = A EXISTING SANITARY S KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. SF SF PROPOSED SILT FENC ERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO 3. �x PROPOSED TREE PRC ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDE STORM SEWER I INDICATES POSSIBLE DRAINAGE EASEMENT nBACK FLOW PREVENTION DE i1 I CONCRETE U (. f (TYPICAL) _ - CITY OF ATLANTIC BEACH RE #169398 0070 0 W 20 10 5 0 20 1 "= 20' T ICP PXTn. STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT V� p BY ANY STANDARD COUNTY INSPECTION -- PROPERTY LINE 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN EXISTING CATCH BASI 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDI = = = = EXISTING STORM SEV1 = A EXISTING SANITARY S KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. SF SF PROPOSED SILT FENC ERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO 3. �x PROPOSED TREE PRC ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDE 0 11 PROPOSED CHAIN LIN 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING FOREST GREEN VINYL PROPERLY AT TIME OF ACCEPTANCE. PROPOSED INLET/ST 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH PROPOSED STORM SE SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE PROPOSED ROOF DR/ USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED IN D-903. THE DEPTH OF b 4• azo ._ . STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET SOIL TRACKING PREVI OPENING AT LEAST 18 INCHES ON ALL SIDES. 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS fvv� FLOW ARROW - - RIDGE LINE STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT V� p BY ANY STANDARD COUNTY INSPECTION TEMPORARY EROSION CONTROL I POLLUTION1027 LF SILT FENCE (TYP.) PREVENTION NO S (SEE DETAIL THIS SHEET) i, A.) EROSION AND SEDIMENT CONTROL BMP'S IN ADDITIO TH SE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE ST WAT R CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAN HOLE MAINTAINED BY THE SITE OPERATOR TO ENSURE THAI FSI SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR TOP EL.: 12.96' OPERATES THE CONSTRUCTION ACTIVITY AND HAS AU RI TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] INV. EL.: 0.81' B.) OFF SITE SURFACE WATER DISCHARGES, OR DISCHAR S TO NSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCNTS HALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE 13 2' / DISCHARGE AND CORRECTIVE ACTIONS TAKEN. f C.) THE OPERATOR SHALL ENSURE THAT ADJACENT PRO TIES RE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, 8" PVC S , .01 F.A.C., BY TAKING APPROPRIATE MEASURES TO STABI AFF CTED AREAS. 13 D.) FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT TER TORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORT TO TER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 8BACK FLOW PREVENTION 0WV f E.) IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DI VER D DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER pm DEVICE RESOURCES SHALL BE CONTACTED. 300.11'(F) X 0,,,,,n,1 F.) PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCT SAN SBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 300.00'(D) SANITA J i METER G.) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYST I. NPDES CONSTRUCTION GENERIC PERMIT COVER SH L BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. li. A COPY OF THE CERTIFIED NPDES NOI, OR A COP F TH FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. iii. A COPY OF THE CERTIFIED NPDES NOI, OR A COF F T FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART �� III.D.1, F.A.C. iv. THE SHALL BE CERTIFIED IN ACCOR ITH ULE ANC SAtMETER P�eAl v. A COPY OFTHE SWPPP, AND COPIES OF THE D NS TIO AND MAINTENA(NC(E)RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE -\ SANITARY INSPECTORS. SANITARY, ---- ------.••••-- - ED METER I -_" H.) THE DISCHARGE OF GROUNDWATER PRODUCED THR H D ATIERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF EBX ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHAL OB INED PRIOR TO THE COMMENCEMENT OF DEWATERING. p MAINTENANCE NOTES: g _ X - - - X Y X N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS RY ALENDAR DAYS BY AN NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECC AEN TIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUE LT T CKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2. CATCH BASIN INLET AND CONCRETE FLUME FILTERS LL B MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUN ED ITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST E AIN] MNED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A I NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME PA ED, 4 SILT FENCE IS TO BE INSPECTED DAILY BY CONTRAC AN EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR IF REPAIRS OR REPLACEMENT IS NECESSARY IT SHALL BE PERFORMED SOIL TRACKING PREVENTION MAT DETAIL NOT TO SCALE (PER FDOT INDEX #106) IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHE N, BP K -FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMU ]EROSION AND SEDIMENT CONTROL NOTES: 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE -BACKFILL THE FENCE IF IT FAILS. IT 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN F THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDI ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. REAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. 7. THE CONTRACTOR SHALL CONTINUOUSLY ENSURE T AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. ERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT G SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDE PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. D POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. 8. BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES. 9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. :R 11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS DRIVEN ;ONS UCTION FENCE THROUGH THE BALE. 12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM ENTERING BETWEEN BALES. TION NCE 13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. )NST. NCE WITH 14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES BEEN 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. TURE IROTECTION 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 18. SHOULD THE FABRICN I O A SILT FENCE OR FILTER BARRIER DECOMPOSE R O O BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY THE FABRIC SHALL BE REPLACED PROMPTLY. , O ON M 19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. 20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 22. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. 25. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION. 26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. 27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. 28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. 29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT SCREENS, HAY BALES, AND GRASSING, ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. 31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN AREAS HAVE STABILIZED. 32. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. 33. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. TEMPORARY EROSION CONTROL I POLLUTION1027 LF SILT FENCE (TYP.) PREVENTION NO S (SEE DETAIL THIS SHEET) i, A.) EROSION AND SEDIMENT CONTROL BMP'S IN ADDITIO TH SE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE ST WAT R CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAN HOLE MAINTAINED BY THE SITE OPERATOR TO ENSURE THAI FSI SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR TOP EL.: 12.96' OPERATES THE CONSTRUCTION ACTIVITY AND HAS AU RI TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] INV. EL.: 0.81' B.) OFF SITE SURFACE WATER DISCHARGES, OR DISCHAR S TO NSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCNTS HALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE 13 2' / DISCHARGE AND CORRECTIVE ACTIONS TAKEN. f C.) THE OPERATOR SHALL ENSURE THAT ADJACENT PRO TIES RE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, 8" PVC S , .01 F.A.C., BY TAKING APPROPRIATE MEASURES TO STABI AFF CTED AREAS. 13 D.) FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT TER TORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORT TO TER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 8BACK FLOW PREVENTION 0WV f E.) IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DI VER D DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER pm DEVICE RESOURCES SHALL BE CONTACTED. 300.11'(F) X 0,,,,,n,1 F.) PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCT SAN SBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 300.00'(D) SANITA J i METER G.) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYST I. NPDES CONSTRUCTION GENERIC PERMIT COVER SH L BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. li. A COPY OF THE CERTIFIED NPDES NOI, OR A COP F TH FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. iii. A COPY OF THE CERTIFIED NPDES NOI, OR A COF F T FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART �� III.D.1, F.A.C. iv. THE SHALL BE CERTIFIED IN ACCOR ITH ULE ANC SAtMETER P�eAl v. A COPY OFTHE SWPPP, AND COPIES OF THE D NS TIO AND MAINTENA(NC(E)RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE -\ SANITARY INSPECTORS. SANITARY, ---- ------.••••-- - ED METER I -_" H.) THE DISCHARGE OF GROUNDWATER PRODUCED THR H D ATIERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF EBX ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHAL OB INED PRIOR TO THE COMMENCEMENT OF DEWATERING. p MAINTENANCE NOTES: g _ X - - - X Y X N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS RY ALENDAR DAYS BY AN NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECC AEN TIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUE LT T CKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2. CATCH BASIN INLET AND CONCRETE FLUME FILTERS LL B MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUN ED ITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST E AIN] MNED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A I NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME PA ED, 4 SILT FENCE IS TO BE INSPECTED DAILY BY CONTRAC AN EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR IF REPAIRS OR REPLACEMENT IS NECESSARY IT SHALL BE PERFORMED SOIL TRACKING PREVENTION MAT DETAIL NOT TO SCALE (PER FDOT INDEX #106) IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHE N, BP K -FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMU S T 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE -BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY P TION F THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDI Y T REAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 6. REMOVE ANY VISIBLE SEDIMENT FROM THE POND BO M T KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. 7. THE CONTRACTOR SHALL CONTINUOUSLY ENSURE T TH ERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A W LY L G SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDE ESA D POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. `\�� pMAS REASO10 M A ,Q s•• 1� R �3 c"111 " _1� - a. .F a . •• E O E D V _ � I 0 .7 9 _ 5 02-26-15 DTR TRE FDOT ACCESS 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR •• ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 DTE gTEOF SEDIMENT AND EROSION CONTROL PLAN Phone: (813) 379-4100 REV. DATE DR DESCRIPTION i T FLOR�O.. C7 Fax: (813) 379-4040 CHK DARi� ,,9' ThomasEngineeringGroup.com DOCUMENT CONTROL FLORIDA7IL��@U` PROJ. N0. FT140062 DWG. N0. C-3.0 FLORIDA BUSINESS �ttJO)F►AL) No. 27528 CA • ) (2 t � � s " ' EDGE OF WATER 9/8/2014 % a NEIGHBORING 1 i BUILDING F.F. EL.: 11.1' MATCH TOP OF /� p EXISTING `- BANK I SIDEWALK _.-- F 300.0 I'll0 D A SS � `� e- E IBLE MP CR -F F + 0 0 WI D TECTABLE?WARNING �� `,�188'17�50;�E(D) ° �q, 299.88'(F) i 3 U ACE PE FOOT IND0 NO. 304 17.7 oP a N88'19 58 E( _ - - j- - - - - - - - - - - - - - - - - - - - - - - - - - - I I P20P.R5-130"x30" __ ---------------- 50.00'(FDOT \ i 0IOT ENTER? SIGN ;' - - - - - - - _ - - - - - - - - - - - - - 5' LANDSCAPE BUFFER PROP. R1.1 36"x36" STOP SIGN REMO�E AND REPLACE a PROP. 113.2 30"x30" "NO LEFT TURN" GN E (TING CONCRETE DRIVEWAY R35' ,...,I (PER FDOk, INDEX NR 515) 4 . i I PROP. 24" WHITE T R10: 0 20 10 5 s 20 1 "= 20' SITE DATA: PARCEL I.D. NO.: 0169398-0410 TOTAL SITE AREA: 81,028 S.F. (1.86 ACRES) EXISTING PERVIOUS AREA: 51,522 S.F. 1.18 ACRES) - 63.59% EXISTING IMPERVIOUS AREA: 29,506 S.F. (0.68 ACRES) - 36.41% EXISTING BUILDING AREA: 1,091 S.F. (0.03 ACRES) - 1.35% EXISTING ASPHALT/CONCRETE: 28,415 S.F. (0.65 ACRES) - 35.06% PROPOSED PERVIOUS AREA: 35,620 S.F. (0.82 ACRES) - 43.96% 00 I�% PROPOSED STORMWATER POND: 11,186 S.F. (0.26 ACRES) Odfe `� PROPOSED IMPERVIOUS AREA: 45,408 S.F. (1.04 ACRES) - 56.04% �O PROPOSED BUILDING AREA: 9,973 S.F. (0.23 ACRES) - 12.33% PROPOSED ASPHALT AREA: 32,466 S.F. (0.74 ACRES) - 40.05% PROPOSED S/W-DUMPSTER: 2,969 S.F. (0.07 ACRES) - 3.66% PROPOSED VUA: 33,336 S.F. PROVIDED VUA GREEN SPACE: 3,935 S.F. - 11.8% REQUIRED PARKING SPACES: 1 SPACES/ 400 S.F. = 25 SPACES PROVIDED PARKING SPACES. 50 PROVIDED PARKING RATIO: 1 SPACES/ 200 S.F. PROVIDED HANDICAP SPACES: 3 PROVIDED BIKE RACK SPACES: 3 TYPICAL PARKING STALL: 9'x 18' (ADA: 12'x 18') CURRENT ZONING: CG, COMMERCIAL GENERAL PAVEMENT BUILDING SETBACKS: FRONT: 0 FEET ENT SIDE: 0 FEET REAR: 10 FEET LANDSCAPE BUFFER REQUIREMENTS: FRONT (ADJACENT TO R.O.W.). 10 FEET SIDE (WEST): 5 FEET PER FDOT INDEX 515 SIDE (EAST): 5 FEET REAR: 5FEET MAXIMUM BUILDING HEIGHT: 60 FEET PROPOSED BUILDING HEIGHT: 28 FEET T SITE �T SITE 1V` ®TES: 1. ALL DIMENSIONS SHOWN ARE AT FACE OF CURB, UNLESS OTHERWISE NOTED, B/C INDICATES DIMENSION IS TO BACK OF CURB. 2. ALL RADII DIMENSIONS ARE S TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LATEST EDITION; AND DUVAL COUNTY LAND DEVELOPMENT CODE. 4. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 5. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120077, PANEL NUMBER 0378, SUFFIX H, EFFECTIVE JUNE 3, 2013, FOR THE CITY OF JACKSONVILLE, FLORIDA. AICA ACCESSIDILITY MOTES: 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO THE BUILDING ENTRANCE MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%, 3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4. IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE RIGHT OF WAY OF A SITE THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. GENERAL DOTES: 1. NO SINGLE LANE CLOSURES ON MAYPORT ROAD FROM 7 TO 9AM AND FROM 4 TO 6PM. 2. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE FOLLOWING PUBLICATIONS: STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (ENGLISH); FDOT STANDARDS INDEX (ENGLISH), FDOT PLANS PREP MANUAL; FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION 3. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT OF TRANSPORTATION STANDARDS THE ENGINEER/ PERMITTEE SHALL IMMEDIATELY CONFER WITH THE DEPARTMENT'S ENGINEER IN ORDER TO RESOLVE THE DISCREPANCY. IN NO CASE WILL ANYTHING LESS THAT THE DEPARTMENT'S MINIMUM STANDARD BE ALLOWED. 4. ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NON -SOLVENT BASED THERMOPLASTIC. 5. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE "HYDRO -BLAST" METHOD. IF THIS PROCESS DAMAGES/SCARS PAVEMENT, THEN THE PAVEMENT SHALL BE MILLED AND RESURFACED PER FDOT STANDARDS. 6. ALL CURB AND GUTTER AND SIDEWALK WILL BE REMOVED AND REPLACED JOINT TO JOINT. 7. ALL DISTURBED AREA WITH THE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY WILL RESTORED TO ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA DISTURBED (BERMUDA IN RURAL, CENTIPEDE IN UTILITY STRIPS). 8. BURNING OF MATERIAL AND/OR DEBRIS IS PROHIBITED WITHIN FDOT RIGHT-OF-WAY. 9. ALL LANES MUST BE OPENED FOR TRAFFIC DURING AN EVACUATION NOTICE OF A HURRICANE OR OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OR THE EVACUATION OR EVENT. \�\\\N' IHOMAS ATLANTIC BEACH, FL STATE OF <C/ i s '•. ORIDA ; SITE PLAN DAI�ZBc'(� Y�� FLORID7ES kki 090 . N PROJ. NO. FT140062 DWG. NO. C-4.0 FLORIDA BUSINESS �fi) b� AUTH. No. 27528 70P OF +� BANK F it .; .a � _ �• EASEMENT PER OFFICIAL,'` q�. � •. -'_-" ~ i i t„i _•,e•.. ``{ 14. I€ RECORDS BOcKe:o, PAGE 256 ¢ .g A�_ 300.00'(D)MEG MEG �88'17'50"E(D) i .: , ti �� . 0 r 1 _ nnn Qc'/rA PROP TYPE "C-4" DITCH INLET No. 8 GRATE 11.30 INV, EL. 12" 6.82 INV. EL. (24") 6.82 MEG 7.80 PROPOSED GRADE SF SF EDGE OF WATER RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE { RIM ELEV = AT GRADE 9/8/X}14 0 1 RIM ELEV = AT GRADE RIM ELEV = AT GRADE 50' EAST OF THE EAST RIGHT-OF-WAY LINE OF MAYP I.E. = 7.33 I.E. = 7.41 I.E. = 7.38 I.E. = 7.24 I.E. = 7.29 I.E. = 7.29 I.E. = 7.15 70P OF +� BANK F it .; .a � _ �• EASEMENT PER OFFICIAL,'` q�. � •. -'_-" ~ i i t„i _•,e•.. ``{ 14. I€ RECORDS BOcKe:o, PAGE 256 ¢ .g A�_ 300.00'(D)MEG MEG �88'17'50"E(D) i .: , ti �� . 0 r 1 _ nnn Qc'/rA PROP TYPE "C-4" DITCH INLET No. 8 GRATE 11.30 INV, EL. 12" 6.82 INV. EL. (24") 6.82 MEG .. I . ,. - -1 .. � � w • • . � _ n�� I 1 I � II >�€ I ». �� _ ..i A . ,, ,, .�,�,� ; :�'r 1r\� � __ � _. Fnmno uoc I No, I I 1 I I B 1 I I I I I I t� SIN EI_ i .. 40 .� R c. ) _ .... € _, ...._...._, 24" HDPE STORM SEWER INDICATES POSSIBLE LEDRAINAGE EASEMENT X 24" HDPE SHALL BE CLEANED AND INSPECTED, WITH VIDEO PROVIDED TO PUBLIC WORKS PRIOR TO DISCHARGE FROM SITE, I"= 20' T 1CP 115'XTn . PAVING AND GRADING NOTES: In i x� PROPOSED TREE PRO PROPERTY LINE C.0.2 EXISTING CATCH B. INV. EL. 10.00 EXISTING STORM S C.0.6 EXISTING SPOT GR 7.80 PROPOSED GRADE SF SF PROPOSED SILT FE �x PROPOSED RIDGE LIN! 1-' PROPOSED DRAINAGE PROPOSED STORM SE PROPOSED ROOF DRA A. GENERAL: 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. 2. ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" =TOP OF CURB ELEVATION; "BC" =BOTTOM OF CURB ELEVATION (EDGE OF PAVEMENT); "MATCH" _ PROPOSED GRADE TO MATCH EXISTING GRADE; T/W =TOP OF RETAINING WALL ELEVATION; B/W =BOTTOM OF c�� RETAINING WALL ELEVATION. • V' V ' 3. THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. Ei • ��. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY \ NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 5, - ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 6. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 7. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. 8. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. B. MATERIALS: 1. BASE COURSE SHALL BE ABC -3 PER F. D.O.T. SPECIFICATIONS. OR EQUIVALENT LIMEROCK THICKNESS W/ MIN. LBR-100. (MAX. 6" LIFTS) 2. ASPHALT SURFACES SHALL BETYPE S - III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL BE A MINIMUM OF 1-1/2" THICK, AND CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. 3. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF ON 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO, 6 GAUGE WIRE MESH. C. INSTALLATION: 1. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), TO A MIN. 12" AND SHALL HAVE A MINIMUM LBR 40. ON NCE 2. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-100). 3. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 4. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T. STANDARD BAR W SPECIFICATIONS FOR TYPE S -III ASPHALTIC CONCRETE OR THE LATEST REVISION. D. TESTING: 'ER 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 114" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF EN FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. 'HA PAVEMENT 5. DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. 'AV ENT STORM DRAINAOE NOTES: DETAIL) THE PROPERTY SHOWN HEREON APPEARS TO LIE I 00 ONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, MMU ITY NUMBER 120075, PANEL NUMBER 0406, SUFFIX H, EF TIV UNE 3, 2013, FOR THE CITY OF ATLANTIC BEACH, FLORIDA. DATUM NOTE: �R. u BC:14.00 , . 10.10 INV. EL. , ::.: ' b . C} I '�'`'. .r. far',• € z c I 14.30 �5 h. `�, 1 ok m> + C. .IP 3 I} + C.0 ti 14.20 ' ham' �^ PROP TYPE "C-4 No. I C N' 0 h� = o�'; o z -I-- �5' N11 I F �, �� ^`' CATCH BASIN 4 0 TC.15.40 m f�, � � ° ��' I GRATE 13.75 TC 14.70 ' BC:14.90 ° LF 4" RF. I 1' MAN HOLE 1 BCA1 .20 } % TOS E W I F o I EL. 10.62 _ a INV. N I € € ��. I i s i 9 € { l { , B _...,.. _ , I r , 14.00 Al h _ .., ._.._,,,,....._....._ k...,....._._ MEG , , s _° _ ...._..._,.,, ...,w .............._..,-_,,,,_,,..,_._,,,,,,,_..... 205 LF 4" PERF. PVC ,.. {; s>, 14.56 14.64 �p t + �`' o N g MEG MEG } �,,_,,,,.... .,,.-.,.,,.. 0.25%FROMC.0.1 ti +f tti rti ' � ex o I 0. + E,. .,., t OOUTFLOW 8 I= i h p 0 O I 2 aA T_R AND SEWER Id 0 .. s, _ P L..._.... fit. ,,..,.... :.. _ € RECORD 1 - ..._v,,,........,_,......,.._,- _..,.., .,._-.._.....,_..._, - - - - - - - - - - - - i BACK FLO i I I I 5 y i :::;.------------------------ +��' .�°PRE NT106L� (€I- w 300.11 (F) N'�� y`tl� gig (BEARING BASIS) ��0 gi tiryF� 300.00'(D) � + �'4`' S88'17'S0 W(F)(D) + C_C + ::. s GUY SIT + h Ix. € s tREADER VTIUTY EASEMENT = �'�• F : € ,..� , tea.,... 0 ''L• �`ti _ �`�''........,., ...�,._,. ,....�_ �,.... € �. l , a�� { A, CITY OFA TLANTIC BEA CII ,b 0 7,. i a �� . { { , I RE ............... .,..,..,,,._.__ ............., r I� 41 398 0070 ^ryy` ��°� SANi % { { . T ... , TER Y ,. m ' ' �s"mttm .,,,..NIAN DOLE _ _ .. a o 1 rot € I „�� € € .. ».. ... TOP 3C t NV di" ��• _._ . ,�,°` v�- �P N88'36'45„E(P) �,5 +��.• ^,y';b`' '... �o �� . • 249.85'(F) PROP MES No. C.0.2 6 INV. EL. 10.00 l.^ 8 19 38 W(F) _..,_ .- ...,�... S8 � e € 1A cbb 50.00' FDO' N. LINE OF FAIRWAY VILLAS € ( t €I a^� PLAT BOOK 39, PAGES 22 AND 22A LOT Sl ' 18• RCP- `1F RCP LOTSO i i I ET GRATE INLET LOT 52 FAIRWAY VILLAS TP EL : 14.Ei INLET { € O TOP EL.: 14.80' TrRo aT EL.:1s1' TOP EL. 14.65' h I = �; INV. EL:. 12,10' PLAT BOOK 39, PAGES 22-22A INV. EL.: 10.; 0'' 3 THROAT EL.: 13.86' I W \ 1 N. & S. INV. ELS: 5.40' E. & W. INV. INACCISSIBLE l s .,,.i EX, �. L, m UNDERDRAIN CLEANOUT: r y 0 A�� W 3 � F M .. , 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup. com CONTROL BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON NATIO GE ETIC SURVEY MONUMENT POINT jE�VATI 14.46' (NORTH AMERICAN VERTICAL DAT 1988) OjjN�: FDOTJVE�L P 4 Y ® Y 6 V ®T C.0.1 C.0.2 C.0.3 C.O.4 C.0.5 C.0.6 C.0.7 C.0.8 C.0.9 ELEVATION: 13.52' (NORTH AMERICAN VERTICAL DAT RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE 50' EAST OF THE EAST RIGHT-OF-WAY LINE OF MAYP I.E. = 7.33 I.E. = 7.41 I.E. = 7.38 I.E. = 7.24 I.E. = 7.29 I.E. = 7.29 I.E. = 7.15 I.E. = 7.20 I.E. = 7.20 2321 MAYPORT ROAD (THE PROPERTY DESCRIBED H C.0.10 C.0.11 C.0.12 C.0.13 C.0.14 C.0.15 C.0.16 C.0.17 C.0.18 RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE I.E. = 7.05 I.E. = 7.06 I.E. = 7.10 I.E. = 6.96 I.E• = 7.02 I.E. = 7.01 I.E. = 6.86 I.E. = 6.95 I.E. = 6.95 r y 0 A�� W 3 � F M .. , 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup. com CONTROL BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON NATIO GE ETIC SURVEY MONUMENT POINT jE�VATI 14.46' (NORTH AMERICAN VERTICAL DAT 1988) OjjN�: FDOTJVE�L P 4 Y ® Y 6 V ®T IDENTIFIER: DL5741 LOC D 2.2 MILES NORTH OF THE INTERSECTION OF MAYPORT ROAD A STA HIGHWAY 10. FURTHER INFORMATION ON THIS BENCHMARK C E F ND AT HTTP://WWW. NGS. NOAA.GOV. ELEVATION: 13.52' (NORTH AMERICAN VERTICAL DAT 1988 TBM #1: STATION IS A NAIL AND DISK STAMPED EBI LB -7652 L TED N THE NORTHWEST CORNER OF THE CONCRETE VAULT SO OF E DRIVEWAY TO THE CITY OF ATLANTIC BEACH PROPE AP OXIMATEL` 50' EAST OF THE EAST RIGHT-OF-WAY LINE OF MAYP RO ELEVATION: 13.52' (NORTH AMERICAN VERTICAL DAT 1988 TBM #2: STATION IS A NAIL AND DISK STAMPED EBI LB -7652 L TED N THE TOP OF THE CURB INLET ON THE EAST SIDE OF MAYPORT AD, I FRONT OF 2321 MAYPORT ROAD (THE PROPERTY DESCRIBED H ON). EO ALL CONCRETE WITHIN THE DEPARTMENTS RIGHT-OF-WAY SHALL NOT INCLUDE FIBER MESH. STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION I K TRE FDOT ACCESS 1 12-12-14 HR FJ REVISED ASPHALT DESIGNATION & PER SJRWMD COMMENTS 11-21-14 HR DTE REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL h. bCIVCKHL: 1. DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. B. MATERIALS: 1. ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS 1.1. OUTSIDE THE LIMITS OF THE ROADWAY 1.2. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY THE ENGINEER OF RECORD PRIOR TO THE CONTRACTOR PURCHASING MATERIAL FOR INSTALLATION. 2. REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 3. ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON -PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH -ON RUBBER GASKET JOINTS, CONTECH A-2000 PVC 4. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON -PERFORATED TUBING. ADS N-12 HDPE, ADS N-12 HC HDPE, RANCOR SURE-LOK WT HDPE. 5. PROPOSED "CURB INLET" STRUCTURES SHALL BE STANDARD FDOT TYPE '9' CURB INLET TOPS, PER FDOT INDEX #214. 6. PROPOSED "GRATE INLETS" SHALL BE STANDARD FDOT TYPE 'C' DITCH BOTTOM INLETS, PER FDOT INDEX #232. 7. PROPOSED CONTROL STRUCTURES SHALL BE STANDARD FDOT TYPE'C' DITCH BOTTOM INLETS, PER FDOT INDEX #232. CONTROL STRUCTURES SHALL HAVE SKIMMERS ATTACHED ON ALL FOUR SIDES OF STRUCTURE AND BE INSTALLED PER FDOT INDEX #240. 8. PROPOSED BUBBLER STRUCTURES SHALL BE STANDARD FDOT TYPE 'C' DITCH BOTTOM INLETS, PER FDOT INDEX #232. C. INSTALLATION: 1. PIPE SHALL BE PLACED ON A MINIMUM OF 8 INCHES STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2. BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. 3. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 3" TYPE SP -12.5 ASPHALTIC CONCRETE SURFACE NOT TO SCALE EN 8" LIMEROCK BASE COURSE (MIN. LBR 100)100% MAX. DENSITY 12" STABILIZED SUB BASE (MIN LBR 40) 98% MAX. DENSITY FDOT ASPHALT PAVEMENT DETAIL NOT TO SCALE 1-1/2" TYPE SP -9.5 ASPHALTIC CONCRETE SURFACE 6"CRUSHED CONCRETE BASE COURSE (MIN. LBR 100) 6" STABILIZED SUB BASE (MIN LBR 40) ASPHALT PAVEMENT DETAIL 02-26-15 t R� � ��'• CEN F 5�� /moi No. 77996KI FLO ARIDA BUSIN��i�2Pe.®/W EA No. 27528 6 4,000 PSI PORTLAND CEMENT CONCRETE WI FIBER REINFORCEMENT ` 4 4 12" FDOT TYPE B STABILIZED SUB BASE (MIN LBR 40, FDOT 160-2) CONCRETE PAVEMENT DETAIL NOT TO SCALE 2" TYPE SP -9.5 fASPHALTIC CONCRETE SURFACE IN (2)1"LIFTS 8" CRUSHED CONCRETE BASE COURSE (MIN. LBR 100) 8" STABILIZED SUB BASE (MIN LBR 40) HEAVY DUTY ASPHALT PAVEMENT DETAIL NOT TO SCALE **,% 1009=&A0 YONN ATLANTIC BEACH, FL PAVING, GRADING, AND DRAINAGE PLAN PROJ. N0. FT140062 DWG. N0. C-7.0 r� Y f6 ri U a 1i 0 a 0 F- 0 a LO N N N r 14, 0 N N N r U 3 a L) U m E 0 0 a U r U (0 U C m Cl) d) m 0 a U') 0 I II I I I II I I I II I I I II I I :III I I + III+ I++ 0.1 III �'1 10.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 + III+ I+ + 0.1 III 2 10.2 0.3 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.4 N8617'50"R(b) 0.3 0.3 0.3 0.3 0.2 0.3 0.2 0.2 360.001(&Y0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 N88i 9'58"E(C) 299.88'(F) 0 2 III+I I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f q.3 10.3 0.5 0.5 0.6 0.7 0.7 0.5 0.5 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 �I I 0.4 0.9 1.2� 1.4 1.4 1.4 0.8 0.6 0.5 0.7 1.3 1.4 1.5 1.3 1.2 1.1 0.9 0.9 0.8 0.6 0.4 0.3 0.3 0.5 0.6 0.6 0. 0.2 I + I+ + + + + + A+ + + + + + + + + + + + + + + + + + + + 0.6 0.9 1.4 2.0 2.7 3.7 4.2 2.0 13 1.7 .2 .9 0.6 0. 0. B + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.7 1.0 1.6 2.4 3.3 4.5 5.0 2.7 2.2 2.2 2.1 4.3 4.7 3.9 2.9 2.4 2.1 2.1 2.4 2.7 2.1 1.0 .0 0.9 1.6 2.4 2. .4 .0 0.7 0. 0. I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.8 1.1 1.8 2.7 3.6 4.9 5.2 3.7 3.3 3.2 3.1 4.8 5.2 4.3 3.4 2.8 2.6 2.5 2.7 2.9 2.4 1.6 1.5 1.4 1.8 2.4 2. 6 1 0.8 0. 0. 1. ( + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.8 ( 1.2 2.0 3.0 3.9 5.2 5.8 4.6 4. 4.0 5.4 6.0 4. 37 3 3.4 3.3 3.2 3.4 3.1 2.8 2.1 2.4 2.8 2. .7 .2 0.8 0. 0. + I+ + + 0.9 1 1.3 2.1 3.3 4.2 5.1 5.4 4.8 4.5 4.4 4.1 4.5 5.5 5. 42 7 3.5 3.5 3.6 3.8 3.3 3.1 2.8 2.9 2. .7 .2 0.8 0. 0. I II I I 0.9 1.3 12.1 rC.5- +1 +5 + + 5.0 4.7 4.5 2� 3. 3. 3. 4. 4. 2. 2. 3. 3. 1. 2. 3.2 2.8 2. 7 2 0.8 0. 0. I III I I E E0.9 1 11.1 ( 1.9 8 +. +. 5.1 4.8 4. 3.8 3. 3.0 2.5 2. .6 .1 0.7 0. 0. 1.0.8 III 1.1 1�1: 3 5.LLJ 1 5.4 4.2 3.5 3. , 3.1 2.7 2. 6 0.7 0. 0. 1.I+ I+ + 0.8 (I 1L0 1.3 3.5 4.6 4.4 5.3 4.6 3.5 3.3 4.4 3.4 2. 7 0. 0.6 0. 0. I I1o + jl+ + + + + + + + + + + + + + + + + + 0.6 d.9 I 1.0 1.1 1.7 2.3 3.6 3.6 3.1 2.9 3. pl 3 4.8 3.6 2.7 1.9 0. .5 0. 0. t i I A + I+I I+ + + + + + + + + + + + + + + 0.6 til q.7 I 0.7 0. 3.7 3.5 4. - 3.8 2.8 2.4 0 0. .5 0. 0. 01 (9,973 SF) o I 0.5 I4.7 0.7 +. 3.6 3.5 +. +. 4. SITE AREA = ±1.86 AC + 3.9 2.4 1.3 0. +.6 0.5 0. 0. Ilol I � II I + + + + + + + + 0.6 (.8 1.0 1.3 2.0 2.6 3.9 3.7 3.1 3.0 3. 4.4 2.5 0.7 .6 0 0. 0. I II I B + + I + + + + + + + 3.LU 7 2.5 1. 0 0.7 0.5 0. 0. 0.7 IIS d.9 1.3 3.8 4.8 4.6 5.5 4.7 3. 2.9 3. 1Q III o III - 0.7 1.0 1.5 0� 4.8 5.0 5.2 4.8 4.0 3.2 - + + + + + + 1 p�� ' Fttpp _ ....... _...__._. _ .. _ ...__.. _... __......_ _....._...._ . _.... __ _.... _ 4.2 2.9 2. .5 .8 0.6 0. 0. III I pN� + III+ �� + + 0.8 .0 I 1.7 'R 4.1 4.4 4.5 4.2 3.9 3.4 2.9 2.4 2.7 3. 50 .9 2.9 2.9 3.7 4.6 3.2 3.0 5 5.3 4.1 3. 4 9 0.6 0. 0. II J OZZ z C � + I+ + + + 0.8 I� 1.2 L1_9 3.� 3.8 4.3 4.1 4.0 3.7 3.3 3.3 4.1 4. 40 .8 4.2 4.3 3.8 3.6 3.8 3.9 4.9 4.0 3. 2 .9 0.6 0. 0. II + I) + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.8 1.2 2.0 3.0 3.8 4.5 4.7 4.3 4.2 4.1 3.8 4.0 4.7 4.4 3.9 3.8 4.2 4.4 3.9 2.9 3.2 3.4 3.5 4.0 3.8 3.1 2. .8 .9 0.5 0. 0. �I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.8 1.2 1.9 2.8 3.6 4.8 5.3 4.6 4.2 4.2 4.0 4.7 5.1 4.6 3.8 3.5 3.5 3.6 3.0 2.0 1.9 2.1 2.2 3.2 3.2 2.6 2. 5 .9 0.5 0. 0. 'II + I+ + + + + + + + + + + + + + + + + + + B+ + + + + + + + + 0.8 1.1 1.8 2.6 3.4 4.7 5.7 4.7 3.9 4.0 3.7 5.0 5.5 4.6 3.6 3.2 3.1 3.2 2.8 1.5 1 1.6 1.6 3.0 2.8 2.1 .2 .8 0.4 0. 0. I + II+ + + + + + + + + 0.7 1.0 �� 4.3 4.7 3.1 2.3 2.2 2.4 3.7 4.9 4. 34 .8 .5 2.4 2.0 1.0 0.9 0.9 1.0 2.1 1.9 1.5 1 1 0.6 0.4 0. 0. � I 0.6 II�0.9 I 1.4 2.0 2.8 4.0 4.6 2.7 1 1.8 1.7 3.6 4.5 3. 27 .1 .6 1.2 1.1 0.9 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.4 0.3 0.2 .1 III I + jil+I + + 0.5 III 4.8 1.1 1.6 2.1 2.8 3.2 1.7 0.7 0.6 0.7 2.3 3.0 2.6 2.0 1.6 1.2 1.0 0.8 0.7 0.6 0.5 0.6 0.5 0.5 0.4 0.1 I II I I _ + I �J ( + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.3 I R.5 I 0.6 0.7 0.7 0.8 0.9 0.8 0.6 0.4 0.6 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 I II I I + III I+ + + + 0.1 III 0.2 I 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 III I I + III +I 0,»� + 0.1 q.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.3 (BUNG IS) 0.3 D.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 00:2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 I I I S88.17'50"W(F)(0) ("`"��' + III + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 y 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 I I II I 'II I SITE LIGHTING & PHOTOMETRICS PLAN N _ SCALE:1 "=20' 0 10' 20' 40' SCALE: 1" = 20' I I 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 j.. STRUCTUREPLACEIVIENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION STANDAP0 PIPE TENON -� 9"'Ol F'RIPE Ii I 3 XL` HAN, I - PtSpcTb HOWITH I EMBEDi'YIENTSPECIFIEG A�UMINI tlYs _ FT. 3' OVER b 5"" i 153U HEIGHTABOVE GROUND z_.... '._. FT, 3 3 S 6 0 I 51= 10,5" 2130 WEIGHT ; 0 - 4 4' 1 I S° I 2700 7408 Jro I 0.900 u I. 2600 10' 14 7 SPECIFICATIONS WINDVEL®CITY(MPH)120 140 ]so MAXIMUM EPf "(C1.FT.) 4 4 Above embedment show inland. Other embedmentdWh may be repaired in other soil Conditions Please ordef tenon by nominal diameter. EMBEDDED;' '120 146 150 POLE SHAFT si g., .WEIGHT PU CENGTH .'MPH MPH MPH LENGTHTYPE. TtP $liTT. ,LOS. ' � .LBS.IN SANDEPA FSA ERA ; 40 785' 600 LEIVG711 OF POLE 15 FT PtSpcTb 10 I 45 700: EMBEDi'YIENTSPECIFIEG ....... _ FT. 3' 30 b 5"" i 153U HEIGHTABOVE GROUND z_.... '._. FT, 3 3 S 6 0 I 51= 10,5" 2130 WEIGHT ; _ IBS. WINDVEL®CITY(MPH)120 140 ]so MAXIMUM EPf "(C1.FT.) 4 4 Above embedment show inland. Other embedmentdWh may be repaired in other soil Conditions Please ordef tenon by nominal diameter. EMBEDDED;' '120 146 150 POLE SHAFT si g., .WEIGHT PU CENGTH .'MPH MPH MPH LENGTHTYPE. TtP $liTT. ,LOS. ' � .LBS.IN SANDEPA FSA ERA ; Label 785' 600 Max 15 PtSpcLr PtSpcTb 22` _ I 45 700: 12011 7' 0.9 3.9 6.67 4 3' 28, b 5"" i 153U 1300 81 9 4 3 34' I 51= 10,5" 2130 1300 91 8 5 4 4' 1 I S° I 2700 7408 12 S 0.900 40' Ill 6'- 125" 3560 2600 10' 14 7 4 46' 11I 6 7 3.5" 4570 2600 11' 18 8 5 51' III 6-5'-1141S' 6060 3500 11 16 i 8 5 58' III 6.5 - 16° /000 3500 - - 13 -- 26 13 8 63'' .Ill '' S 06.75" I 9030. 3500 T3 21 9 4 Approved By: Project Name: Location: ---__---- Date:WLS LIGHTING P.O. Box 10051 rt Worth, TX76185 3 800.633.8711 1 Fax: 817.735.4824 � www.wislighting.com IN Considerthe Impact! Specifications strb hange hoot notice. 19 Rev. 3114 CONCRETE POLE DETAIL SCALE: NONE Calculation Summary Label Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb OVERALL SUMMARY Fc3.51 6.0 0.9 3.9 6.67 10 10 12-12-14 t" "' TEL REMOVED LIGHTS & ADDED CANOPIES PER PLANNING 11-21-14 RAD TEL DATE DR CH DESCRIPTION L,IDOCUMENT CONTROL GENERAL NOTE: ALL FIXTURES MUST BE EQUAL IN MATERIAL, QUALITY, WARRANTY, PHOTOMETRICS, SIZE, AND FINISH. ALL FIXTURES CONSIDERED EQUAL MUST BE SUBMITTED TO THE ARCHITECT/ENGINEER DURING THE SHOP DRAWING PROCESS. A PHOTOMETRIC CONFIRMATION, WITH A POINT BY POINT LAYOUT MUST ACCOMPANY THE SUBMITTAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIXTURES TO THE ENGINEER'S AND ARCHITECT'S SATISFACTION. THE SPECIFIER WILL REVIEW SUBMITTALS ONE TIME. IF REJECTED, THE CONTRACTOR SHALL SUPPLY ALL FIXTURES AS SPECIFIED. - 40' CONCRETE POLE W/ 10' BURIAL DEPTH 1009=&A+ +++E+ ATLANTIC BEACH, FL SITE LIGHTING & PHOTOMETRICS PLAN PROJ. NO. 1405-137 1 DWG. NO. C-4.1 inaire chedule 1056 DOLLAR TREE ATLANTIC BEACH, FL PM: CINDI PLEASE CONTACT US FOR PRICING AT cbronstad@wlslighting.com bol Qty Label Lumens LLF Description 3 A N.A. 0.900 WLS-STL-FTX-LED-SS-CW-UE-GS 30' MOUNTING HEIGHT 3 B N.A. 0.900 WLS-STL-FTX-LED-SS-CW-UE-GS 30' MOUNTING HEIGHT IS 2 D N.A. 0.900 WSR LED 2 IOA700_40K SR3 MVOLT ELCW 8.67' MOUNTING HEIGHT ® 7 E N.A. 0.900 WST LED 210A700 40K SR4 MVOLT 12' MOUNTING HEIGHT 12-12-14 t" "' TEL REMOVED LIGHTS & ADDED CANOPIES PER PLANNING 11-21-14 RAD TEL DATE DR CH DESCRIPTION L,IDOCUMENT CONTROL GENERAL NOTE: ALL FIXTURES MUST BE EQUAL IN MATERIAL, QUALITY, WARRANTY, PHOTOMETRICS, SIZE, AND FINISH. ALL FIXTURES CONSIDERED EQUAL MUST BE SUBMITTED TO THE ARCHITECT/ENGINEER DURING THE SHOP DRAWING PROCESS. A PHOTOMETRIC CONFIRMATION, WITH A POINT BY POINT LAYOUT MUST ACCOMPANY THE SUBMITTAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIXTURES TO THE ENGINEER'S AND ARCHITECT'S SATISFACTION. THE SPECIFIER WILL REVIEW SUBMITTALS ONE TIME. IF REJECTED, THE CONTRACTOR SHALL SUPPLY ALL FIXTURES AS SPECIFIED. - 40' CONCRETE POLE W/ 10' BURIAL DEPTH 1009=&A+ +++E+ ATLANTIC BEACH, FL SITE LIGHTING & PHOTOMETRICS PLAN PROJ. NO. 1405-137 1 DWG. NO. C-4.1 TYPE'B' JOINT (TYP.) n sX r �. a. F TYPICAL ELEVATION NOTES: 1. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". 2. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180.(12' THICKNESS) 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI @ 28 DAYS. 4. SIDEWALK REMOVAL & REPLACEMENTS TO CONSIST OF FULL FLAGS. 5. PROVIDE EXPANSION JOINT (TYPE -N) AT CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALK. SIDEWALK DETAILS - SCALE: NONE ASPHALTIC CONCRETE SURFACE o W o Q LOCATION a � mm 'B' J SLOPE (SEE PLAN) W U) SEE NOTE 1 SEE NOTE 2 SLOPE 118"-1/4" UNLESS OTHERWISE NOTED MATCH EXISTING CONCRETE SIDEWALK SECTION A -A TABLE OF SIDEWALK JOINTS TYPE LOCATION 'A' AT CONNECTION BETWEEN NEW AND EXISTING SIDEWALK 'B' 5 FEET CENTER TO CENTER ON SIDEWALKS. VARIES (SEE PLAN) 18" 244 CONT. 12" ASPHALTIC CONCRETE SLOPE VARIES (SEE PLAN) SURFACE / \1 8 '�> /KO11ES (SEE PLAN) j s° /` ,. =0.Q r %k+�7afR€1i&RSrMWV C�frt Olaf '6" SIDEWALK SHALL BE INSTALLED ON ENLARGED WALKWAYS SUBJECT TO VEHICLE TRAFFIC. CONCRETE CUIZIB (TYPE'D') DETAIL INTEGRAL SIDEWALK DETAIL SCALE: NONE SCALE: NONE 2 INCHES OF SP -9.5 FINE MIX ASPHALTIC CONCRETE (2-1" LIFTS). BITUMOUS ASPHALT COARSE MAY BE INSTALLED IN TWO SEPARATE 1" LIFTS (REFER TO GEOTECH REPORT) 8" ELEVATION (ASPHALT PAVEMENT SECTION SHALL CONFORM WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT) ID HEAVY DUTY FLEX 1311LE PAVEMENT DETAIL `y I SCALE: NONE (ASPHALT PAVEMENT SECTION SHALL CONFORM WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT) STANDA IM DUTY FLLEIJaLE PAVEMENT DETAIL SCALE: NONE Util. Strip - Grass Or Part c. There shall be no more than 4 non-compliant domes in any one square foot. 1 (2„ Minj d. Non-compliant domes shall not be adjacent to other non-compliant domes. S------ � � e. Surfaces shall not deviate more than 0.10" from a true plane. 12. Detectable warnings shall be installed no greater than 5' from the back of curb edge f pavement. 0.02 _ ............. ....._......_ 13. Detectable warnings shall not be' installed over grade breaks. Sidewalk Curb t.._... Raolp Width (4.5' Min.) PLAN VIEW CR -F �\ 11) .�\ C l l"l'' ` C I" SCALE: NONE 12" NO.6 ANCHOR RODS 7" IN GROUND 15" OUT CURB (SEE DETAIL) � 2' TABLE " GENERAL NOTES CURB RAMP TYPE CURB RADIUS (FT) 7. Sidewalk curb ramps shall be constructed at locations that will provide continu unob� rructed ..1 �........ pedestrian circulation path to pedestrian areas, elements and facilities within t -fight f way and to CR -B accessible pedestrian routes on adjacent sites. Curbed facilities with sidewalk id th e without sidewalks are to have curb ramps constructed for allintersections and turnouts th ct bed returns. 8 To accommodate curb ramps, partial curb returns are to extend to the limits or -ibed n Index No, CRD 515. Ramps constructed at locations without sidewalks are to have a landing c ruct at the top of CR -E N/A j;12 I ; Crosswalk each ramp, see LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS. ity Strip 2. When altering existing y J J pedestrian facilities, where existing restricted condition eciu the Turnout Or accommodation of a ramp slope of 1:12, a ramp slope between 1:12 and 1:10 is mitt for a rise of Side Road 6" maximum. Where compliance with the requirements for cross slope cannot be Ity m the minimum feasible cross slope shalt be provided. Ramp slopes are not required to exceed in l gth. 3. If sidewalk curb ramps are located where pedestrians must walk across the rajthen rovide 11 transition slopes to the ramp; otherwise a sidewalk curb may be required. 25 12 4. All sidewalks, ramps, and landings with a cross slope of 0.02 shown in this Ind re 0 2 maximum. At,' ramp slopes shown in this Index as 1:12 are 1:12 maximum. Landings shall e sl es less than or LINEAR SIDEWALK RAMPS equal to 0.02 in any direction. 25 8 5, Grade breaks at the top and bottom of ramps shall be parallel to each other a erpe ligular to the direction of the ramp slope. CR -K NIA 6. Where a sidewalk curb ramp is constructed within existing curb, curb and Butte dlor idewalk, the CR -L existing curb or curb and yutter shall be removed to the nearest joint beyond t urb ansition or to 15 the extent that no remaining section of curb or curb and gutter is less than _5' 1 . E tiny sidewalks shall be removed to the nearest joint beyond the transition slope or to the ext e that remaining OPTION A section of sidewalk is less than 5' long. For CONCRETE SIDEWALK details refe Ino 310. 7. Sidewalk curb ramp alpha -identifications are for reference purposes (plans, pe s, et 1 75 Alpha -identifications CR -1 and CR -J were intentionally omitted. 30 17 B. Detectable warnings shall extend the full width of the ramp and to a depth of etec ble warnings 50 shall be constructed in accordance with Specification Section 527. For the layou det table warnings, refer to the TYPICAL PLACEMENT OF DETECTABLE WARNINGS details. Detectabl arnir s shall not be provided on transition slopes. 10 PICTORIAL VIEW 10 9, When detectable warnings are placed on a slope greater than 5%, domes shall lign with the centerline of the ramp; otherwise domes are not required to be aligned. CRF 70. Detectable warnings shall be required on sidewalks at: a. Intersecting roads, b. Median Crossings greater than or equal to 6'in width, c. Railroad Crossings, d. Signalized driveways, �.44„ 1� �v �'j. �.') P5 5, O T 17. Detectable Warnings - Acceptance Criteria: a. Color and texture shall be complete and uniform. b. 90% of individual truncated domes shall be in accordance with the Americans h Di bilities Act Standards for Transportation Facilities Section 705 Util. Strip - Grass Or Part c. There shall be no more than 4 non-compliant domes in any one square foot. 1 (2„ Minj d. Non-compliant domes shall not be adjacent to other non-compliant domes. S------ � � e. Surfaces shall not deviate more than 0.10" from a true plane. 12. Detectable warnings shall be installed no greater than 5' from the back of curb edge f pavement. 0.02 _ ............. ....._......_ 13. Detectable warnings shall not be' installed over grade breaks. Sidewalk Curb t.._... Raolp Width (4.5' Min.) PLAN VIEW CR -F �\ 11) .�\ C l l"l'' ` C I" SCALE: NONE 12" NO.6 ANCHOR RODS 7" IN GROUND 15" OUT CURB (SEE DETAIL) � 2' TABLE OF DETECTABLE WARNINGS CURB RAMP TYPE CURB RADIUS (FT) TOTAL AREA (SF) CR -A N/A 8 ..1 �........ --�- ":.-` CR -B N/A 8 REV. CR -C NIA 8 DOCUMENT CONTROL CRD 25 1:1 CR -E N/A 8 CR -F 10 _9 20 11 25 13 30 14 CR -G 10 10 20 11 25 12 30 14 CR -H 20 8 25 8 30 8 CR -K NIA 8 CR -L 10 18 15 13 FLUSH SHOULDER OPTION A 10 11 20 14 25 75 30 17 40 19 50 27 OPTION B 10 10 20 10 25 10 PICTORIAL VIEW CR -G S WN PICTORIAL VIEW CR -G SHOWN (OPTION A) (CR -F AND CR -H MI R) (OPTION B) (CR -F AND CR -H SIMILAR) TYPICAL L EMENT OF DETECTABLE WARNINGS -JF ADA IAUMP D ]E TA IBL E WA IRNI G DETAIL SCALE: NONE - - - - - - - - - - _ 6'-6" NO.5 REINFORCING RODS CONCRETE WHEEL STOP 2'-6" 3" PSI ON CONCRETE PAVEMENT (SEE DETAIL) NOTES: 1. WHEEL STOP FORM SIZES MAY VARY DEPENDING ON MANUFACTURER. 2. WHEEL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES, UNPAINTED AT REGULAR SPACES. 3. WHEEL STOP TO BE CENTERED IN PARKING SPACE. 6 COAD � C]R Jl E WHEEL S Jl OP �/ SCALE: NONE �a\ 5i H0 mIN104, r , N G c: R L, 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 Th omasEngin eeringGroup xom 1 ?- T N. _ S. I J r it i G , c.: .x.4 LNL 1 L 1 ' ! l.. i4IF :3. F - - S .f K: AN IN'Vt RTED "U` }, '. x ,.i? .3!4 _. .; ..._ ,?. 1-i -, :.YC.... R,",C< .. B-.. R''v 11 i_ .::il i<f'1, < 1FAJ_L I3E: I'.:N111:1 L11 W i -H M._N MARKINGc> c DP , ., 3. THE R,,f-X 1 - B- p? r,_ -10 ( 4IR-1 1 NG -!❑ E Mf L�°WITH ANCi7 I7,L TiS MAY REQUIREADDITIFNAL 2S, IT AfJ :H:�IRIfJi� 4STEMS -1 a= �iA�: ER=G !JP,-,N AfP�O 1-,rVAN.E w;`H TF -F" CITY IN�'PECT DR<_:, i2EL1 Pr fHE IJDL)IK JZ CK DETAIL. SCALE: NONE I U N. "' R TRE FDOT ACCESS -. c� HR ..1 �........ --�- ":.-` RI D "d 1 ?- T N. _ S. I J r it i G , c.: .x.4 LNL 1 L 1 ' ! l.. i4IF :3. F - - S .f K: AN IN'Vt RTED "U` }, '. x ,.i? .3!4 _. .; ..._ ,?. 1-i -, :.YC.... R,",C< .. B-.. R''v 11 i_ .::il i<f'1, < 1FAJ_L I3E: I'.:N111:1 L11 W i -H M._N MARKINGc> c DP , ., 3. THE R,,f-X 1 - B- p? r,_ -10 ( 4IR-1 1 NG -!❑ E Mf L�°WITH ANCi7 I7,L TiS MAY REQUIREADDITIFNAL 2S, IT AfJ :H:�IRIfJi� 4STEMS -1 a= �iA�: ER=G !JP,-,N AfP�O 1-,rVAN.E w;`H TF -F" CITY IN�'PECT DR<_:, i2EL1 Pr fHE IJDL)IK JZ CK DETAIL. SCALE: NONE I U 02-26-15 "' R TRE FDOT ACCESS 2 12-30-14 HR REVISED BIKE RACK PER ZONING COMMENTS 11-21-14 HR DTE REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL r�y 7k • o. 77 ��,� STATE OF w� ATLANTIC BEACH, FL s oRl Y DA��•� SITE DETAILS FLOS! ES f�jQ.LITH. PROJ. NO. FT140062 DWG. NO. C-5.0 IDA BUS! �. LITH. No. 27528 a o I I 17.7' °q 4�4 I b I— 0.00'(FDO R35 - j5} `J 40 N=5101.5187 E = 5737.8014 EDGE OF WATER T 9/8/2014 1 \ TOP OF / BANK - — - — - — 13� L x° 00- 'V%88-17'50"E(D) \� , o� ° s 299.88'(F)— `' N88-19'58"E(C — --�% 5' LANDSCAPE BUFFERa o� ° ----------------\"G�— I I M Lq co moo I R10' R8' M R15 R3' �— co _ 28' 75.93' I o 0 CA j 0 m m r� r� v p Lu Lu LL LL m W a Q N 0 5' A. d . . 40.65' 41.72 R3' 00 Z 0 -Q O Z N _ O K o tt OJ 0 2 Z 18' g. _ L SL�Lr J U S' I ° (9,973 SF) e\\ a SITE AREA = ±1.86 AC A 4 qo FFE = 15.50 O Z 7/ N Y o a R15' oLin ao 6' p zz e J d \ 24' t2l 9v 41.69' ° I 40.86' d . I— . � Od d R3' R3' d 28' 75.79' 12' 12' bo % co R15' I % 91 9 R3' M R8 aI R8. N=4 R5' 935.5821 R3' R3' R3' L=39.27',R=25'� E = 5742.4004' r ?: a y , m 158.39' — — — — s {(j LLEYUZR " 88°T50E40.95' N [CAL) N88° 17' W't R10' m z d R3' ' c, T r� 3 d I R100' R3' zz _ I N �" I I ,• ,, N I 9' b, to ;£ I 1 T 1\ R25' i to ,co I l ' N = 4870.0676 I —J E = 5744.2080 STORM SEWER INDICATES POSSIBLE DRAINAGE EASEMENT CONCRE'T'E j (TYPICAL) f CITY OF ATLANTIC BEACH RE #169398 0070 C 3 20 10 5 0 20 1 "= 20' T To r1 T" TX TT% PROPERTY LINE PROPOSED BUIL PROPOSED FDO PROPOSED CEN PROPOSED STO ATfNr"TaCV 1. NORTHING AND EASTING ARE BASED UPO I E' I ON THE ALTA/ACSM LAND TITLE BOUNDAR VALLEY GUTTER Z CURB d e I co 158.39' — L = 39.2T, R = 25' POGRAPHIC SURVEY DATED 09/09/2014, REVISED 09/26/2014. I (TICAL) d — — — — — S880 17'50"W I j— I I { 44 S88° 17 50"W R15' ED\ r R3 R3' R3' 9' R3' m N I I I N R8' M R15 R3' �— co _ 28' 75.93' I o 0 CA j 0 m m r� r� v p Lu Lu LL LL m W a Q N 0 5' A. d . . 40.65' 41.72 R3' 00 Z 0 -Q O Z N _ O K o tt OJ 0 2 Z 18' g. _ L SL�Lr J U S' I ° (9,973 SF) e\\ a SITE AREA = ±1.86 AC A 4 qo FFE = 15.50 O Z 7/ N Y o a R15' oLin ao 6' p zz e J d \ 24' t2l 9v 41.69' ° I 40.86' d . I— . � Od d R3' R3' d 28' 75.79' 12' 12' bo % co R15' I % 91 9 R3' M R8 aI R8. N=4 R5' 935.5821 R3' R3' R3' L=39.27',R=25'� E = 5742.4004' r ?: a y , m 158.39' — — — — s {(j LLEYUZR " 88°T50E40.95' N [CAL) N88° 17' W't R10' m z d R3' ' c, T r� 3 d I R100' R3' zz _ I N �" I I ,• ,, N I 9' b, to ;£ I 1 T 1\ R25' i to ,co I l ' N = 4870.0676 I —J E = 5744.2080 STORM SEWER INDICATES POSSIBLE DRAINAGE EASEMENT CONCRE'T'E j (TYPICAL) f CITY OF ATLANTIC BEACH RE #169398 0070 C 3 20 10 5 0 20 1 "= 20' T To r1 T" TX TT% PROPERTY LINE PROPOSED BUIL PROPOSED FDO PROPOSED CEN PROPOSED STO ATfNr"TaCV 1. NORTHING AND EASTING ARE BASED UPO ITE B NCHMARKS AS PROVIDED BY EBI SURVEYING ON THE ALTA/ACSM LAND TITLE BOUNDAR ND T POGRAPHIC SURVEY DATED 09/09/2014, REVISED 09/26/2014. \ 2. THE CONTRACTOR SHALL VERIFY THE NO ING N MONUMENT PRIOR TO COMMENCING ANY NST CTION ACTIVITIES. IF A CONFLICT ARISES WHILE IN THE FIELD, THE CONTRACTOR S L N IFY THE ENGINEER OF RECORD IMMEDIATELY. I�gruS. RDIN L DIRECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DECLINATI F US G MAGNETIC NORTH WHILE PROVIDING LAYOUT. �co eaQ Q rn 2 0°.'.� Z Z (. I j( 0pill wa � e I ,... , % I Obi p 1 TYPE" CURB I p (TYPIC L) 11 EASRLY R/W SINE ( F OF MAYPORT READ (STXTE ROAD Al A) % €•` 10.8' PER DEED & FOOT MAP ECTION 72,230 I ``' ', % :' i 3 j1TBM #2 - NAIL AND DISK STAMPED "EBI LB -7652" � i I I T N= 5000.1679 j: E= 5723.6879 F E I w qgj ul 0 I6 � TYPE "" CURB t I T (TYPICA I J J itp R8' M R15 R3' �— co _ 28' 75.93' I o 0 CA j 0 m m r� r� v p Lu Lu LL LL m W a Q N 0 5' A. d . . 40.65' 41.72 R3' 00 Z 0 -Q O Z N _ O K o tt OJ 0 2 Z 18' g. _ L SL�Lr J U S' I ° (9,973 SF) e\\ a SITE AREA = ±1.86 AC A 4 qo FFE = 15.50 O Z 7/ N Y o a R15' oLin ao 6' p zz e J d \ 24' t2l 9v 41.69' ° I 40.86' d . I— . � Od d R3' R3' d 28' 75.79' 12' 12' bo % co R15' I % 91 9 R3' M R8 aI R8. N=4 R5' 935.5821 R3' R3' R3' L=39.27',R=25'� E = 5742.4004' r ?: a y , m 158.39' — — — — s {(j LLEYUZR " 88°T50E40.95' N [CAL) N88° 17' W't R10' m z d R3' ' c, T r� 3 d I R100' R3' zz _ I N �" I I ,• ,, N I 9' b, to ;£ I 1 T 1\ R25' i to ,co I l ' N = 4870.0676 I —J E = 5744.2080 STORM SEWER INDICATES POSSIBLE DRAINAGE EASEMENT CONCRE'T'E j (TYPICAL) f CITY OF ATLANTIC BEACH RE #169398 0070 C 3 20 10 5 0 20 1 "= 20' T To r1 T" TX TT% PROPERTY LINE PROPOSED BUIL PROPOSED FDO PROPOSED CEN PROPOSED STO ATfNr"TaCV 1. NORTHING AND EASTING ARE BASED UPO ITE B NCHMARKS AS PROVIDED BY EBI SURVEYING ON THE ALTA/ACSM LAND TITLE BOUNDAR ND T POGRAPHIC SURVEY DATED 09/09/2014, REVISED 09/26/2014. \ 2. THE CONTRACTOR SHALL VERIFY THE NO ING ND EASTING OFF OF A KNOWN SURVEY MONUMENT PRIOR TO COMMENCING ANY NST CTION ACTIVITIES. IF A CONFLICT ARISES WHILE IN THE FIELD, THE CONTRACTOR S L N IFY THE ENGINEER OF RECORD IMMEDIATELY. 3. BEARINGS ARE DERIVED ON TRUE NORTH RDIN L DIRECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DECLINATI F US G MAGNETIC NORTH WHILE PROVIDING LAYOUT. STRUCTURE PCEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION METER 3.2' / L, 3 lit I Px.7,9 I ------------------- I L---- -------------------- 5' LANDSCAPE BUFFER 3 Il _c 300.11'(F) I li e °�� (BEARING BASIS) 300.00'(D)" I I I•..�� "`' S88'17 50"W(F)(D) I ' z 1 I CITY OFA TLANTICBEA C'H I ¢ (`: ' `'''• TBM #1 - NAIL AND DISK RE #169398 0070 STAMPED "EBI LB -7652" 1 ) I N = 4838.4544 ., C' a E=5780.8422 - F F m t I I I k ,ix'b X I x° x, 250.00'(P) c� s4 I x % x e' o x - x A x 1011, o � � N88'36'45"E(P) 249.85'(F) \� `�� ° 11 _€ _ _ S88'19'38"W(F) s. ,.... $ I N. LINE OF FAIRWAY VILLAS IT 50.00'(FDOT1k F PLAT BOOK 39, PAGES 22 AND 22A I LOT 51 I 1 LOT 50 I o LOT 52 FAIRWAY VILLAS I r`i PLAT BOOK 39, PAGES 22-22A KNOW WHAT'S BELOW ALWAYS CALL 811 ® BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup. com U 02-26-15 "' R DTRE FDOT ACCESS 11-21-14 HR DTE REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL \W .......1/// REAS0 A • � GE � QQ' . Sic • Fs * : o.77 96 DA TFi�Yh`� \\ FLOI f� oFi ��\\ PROJ, NO FLORIDA BUSINE8 COM AUTH. No. 27528 091S ooaaaa YaME ATLANTIC BEACH, FL HORIZONTAL CONTROL PLAN FT140062 I DWG. NO. C-6.0 \ \ � N 0" 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup. com U 02-26-15 "' R DTRE FDOT ACCESS 11-21-14 HR DTE REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL \W .......1/// REAS0 A • � GE � QQ' . Sic • Fs * : o.77 96 DA TFi�Yh`� \\ FLOI f� oFi ��\\ PROJ, NO FLORIDA BUSINE8 COM AUTH. No. 27528 091S ooaaaa YaME ATLANTIC BEACH, FL HORIZONTAL CONTROL PLAN FT140062 I DWG. NO. C-6.0 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 I 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 SECTION A -A SCALE: H. 1" = 10'- V. 1" = 2 1/2' U.S.FOUNDRY FRAME & GRATE NO. 4155-6209 (OR AP f "' RIM. EL G SECTION A -A BRICK TO GRADE PLAN (2) COURSES MINIMUM (4) COURSES MAXIMUM BRICK TO BE RED ROMAN W/ NO HOLES ill HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. STANDARD HOOKS TIED UNDER BASE STEEL 'E' TYPE „A„ "B„ "C' "H" C-4 C-4 4'-0" 0 8" 8" # 4 @ 12" C.C.E.W. # 4 @ 12" C.C.E.W. 6'4" 0 C-5 5'-0" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 12" C.C.E.W. 7'-4" 0 C-6 6'-0" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 8'-4" 0 C-7 T-0" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 9'-4"0 C-8 8'-0" 0 10" 10" 2- W.W.M. w/ # 4 12" C.C. VERT # 5 @ 6" C.C.E.W. 10'-8" 0 A ADDITIONAL REINFORCING BARS - SIZE "H" PLAN 'G' m SECTION A -A A TYPE "A" C. "G" "H" C-4 4'-0" 0 8" 5'-4"0 #4( D_ 6" C.C.E.W. C-5 5'-0" 0 8" 6'-4" 0 # 5 (5 8" C.C.E.W. C-6 6'-0" 0 8" 7'-4" 0 # 5 6" C.C.E.W. C-7 7'-0" 0 8" 8'-4" 0 # 5 6" C.C.E.W. C-8 8'-0" 010" 9'-8" 0 # 5 ( 6" C . E.W. ]�]�]ECA�T C�]�C�.T�LA� CATC]� �A��N � ]��ECA�T CONC�JETE�TO� �� SCALE: NONE WRAP UNDER DRAIN) GRAVEL ENVELOPE VI FILTER CLOTH, FILTEF MIRAFI 140 OR EQUIVILE MIN 6" GRAVEL ENVELOPE OF COURSE AGGREGATE SCALE: NONE rf rrlI A — rIAilI- L IN TRENCH :R OVER PIPE VC UNDERDRAIN SDR 35 WITH ERFORATIONS AS PER AASHTO -189 OR EQUIVALENT COARSE AGGREGATE: GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTIONS 901-2 OR 901-3 RESPECTIVELY. THE GRADATION SHALL MEET SECTION 901-6, GRADES 4, 467, 5, 56 OR 57 STONE UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL SUBMIT TEST REPORTS TO THE ENGINEER TO VERIFY THE SUPPLIED MATERIAL MEETS THESE REQUIREMENTS. ITEM ELEVATION WIDTH (ft) HEIGHT (ft) GRATE 12.90 2'-0" 3'-1" WEIR 1 11.85 2'-9" 0'-4" WEIR 2 11.85 2'-9" 0'-4" SKIMMER NOTES: MATERIAL = GALVANIZED STEEL 0.1345" THICK (10 GAGE) MOUNTING HARDWARE = STAINLESS STEEL BOLT SPACING PER FDOT INDEX 240 3'-0" 1° I D j D 1 °D - I (TYP) / I / / I % /-------- — — / / D � . O .. IL, O I . MODIFIED I" SKIMMER TOP EL 13.00 CONTROL STRUCTURE GRATE EL. = 12.90 BOLTED OR OTHER CONNECTION AT EDGE OF SKIMMER SKIMMER BTM. EL. 11.30 STORM SIZE: 10" INV. ELEV: 6.82 STORM SIZE: 4" INV. ELEV: 6.82 BOTTOM ELEV: 6.36 0N\\" AS TCT TIi E DETAIL 4950 W. KENNEDY BLVD, SUITE 600 ALJ �J �1T0� Jl TYPE TAMPA, FLORIDA 33609 ".CAST al®T T JL �Jle 99C99 ��T Phone: (813) 379-4100 � Fax: (813) 379-4040 ThomasEngineeringGroup. com 0 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 SECTION C -C SCALE: H. 1" = 10'- V. 1" = 2 1/2' 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 SECTION O -D SCALE: H. 1" = 10'- V. 1" = 2 1/2' _ 02-26-15 " R DTRE FDOT ACCESS & SJRWMD COMMENTS 1 12-12-14 HR FJ PER SJRWMD & A.B. PUBLIC WORKS COMMENTS 11-21-14 HR DTE REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL \\�\ NOMAS R&q SO,Q F 77996 E OF STAT i FZORIOP •' r-\ \� DA � FLORMArlo.`� 996 DA BUSINESS�tMTI. ARA�1�H. No. 27528 PROD. NO 003U/1X NWIFIF ATLANTIC BEACH, FL GRADING AND DRAINAGE DETAILS FT140062 I DWG. NO. C-8.0 1N� _m_� mm_._- . " _."__.� . _"'..�..... , ._ . , II 1 I 1:�,�;.,:"",,I,III Tw m _, qw_ .11 EDGE i?� iVTci I I q 1 :' 9/8/2014 J I I I : .. I \ / IIII I ,, I, E II ..;�:,,., c� EAN ,. I 1 ( "': IG . b ,-1111_... 1111.._ a, k � 1111_ . ,- ....�.._..... ... 1111..._ ,..._.__._.... 1111-..--- ____ EASEMENT PER OF, iCIAL. � " 1111 1111_ 1-111.. - <; ' ` ) I RECORDS BOOK 881 C1 PACE 2" SS Q - ��- 1 I a, 9 { 0 <', '.. _N 0P �, 300.00'(D) I 1"".": I :: ° 2)1' APPROVED RPZ 0 `1 T 50"E D �P " 11 fi��' T` RS 1881 O ,$ o 299.88 F) - ENTO (. 11.7` --� EX. V IRRIGATION METER BACKFLOW PREY "E C ��' A � - 1 I I ( 1111 I � �� I POINT OF CONNECTION FOR POTABLE WATER SERVICE . o �.,r' i a I R. 'L r TE i'WATER R ME avM ING 1 W �. IST 0.00' (FDO € I I <S•8.8 ? .''' (CONTRACTOR TO TO EX -�� ( I' .. wM THE BACKFLOW PREVENTERS MUST BE TESTED Y, 4 Ila LTS "ATER SERVICE I BY A CERTIFIED TESTER AND A COPY OF THE RESU 297 LF 1 W �_ ^� I (" ,1j.m_ I _ W I (2) 8"x6" TAPPIN F SENT TO MALCOLM CLEMONS AT ATLANTICBEACH PUB LI WORKS. W W W--wv F F ` . i � 1 S W W F F F F -F < �~ VALVE &SLEEVE F F 1I` 1 I F 265 LF 6" PVC FIRE LINE 90' BEN 9 I 11 1-11 I ' a { III _I I i I .• a .. - 6" FH ASSEMBLY FIRE SPRINKLER LINE € "11.11 ..."1111. �� -1111._.. 1111.. _. _.__.____�._.__. _ s _._��IXIOI ' ' A ' 4 --" .m.. 1111., ..W..�^ ..W.. Y ^! i I «- $:'cam F OF POINT 1' EASEM N , �1� �:rBui T I :. I 1111 - 1111_--�-'--�`-----' • d . € _.......,.. 11.11. 1111.. -..........,._.._ T , ' a SUPPORT F' I �s Y' I " �. , I - G�. °,�: �I_. �.R, ._R Oa.�I 1 I € 1111 ,..., , 1111_ _ ,. � 1111.,. q t - <-•.. i € .1111.-1111 ...- ,M. " '� � _ t� .,. . � i 1111 ..._.... 1111 .>c'=�= ..., ' 9 r. ' , a . 1111.. . VALLEY UTTER DDCVAPER R_L.�RUs rJc�,.� �� _._.. w � q I.......f' :.. b n _.........._. _............._........ M.y II CURB 1 . ( . _ DETAIL BEACH _._.._...._ _ 11.11 �..._.__.�._.__�.._ .� , I. ,. I ATLANTIC 1111.._ 11.11. a ��: ,, ,.. T CAL ! _ 9 1111. 11.11..."1111.. 1111. ........111.1._ ............... _....... 1111 _ i i I I _ _ I # 1 ISI; \ J/ 1 as I �� \.:..>:Y '� I I a o. ANC3 SEAR( i=� d> I , .. 3 I "• q,NT `F ICIAL I `",,P:„ I I RECORDS B0 P9 G 1714 I 1 r vn [ I ! o �1 I I IC ) 6" PVC WM `t • �� N "I x i J N " . 1 g ,, I Al I o O , F - I- I I I ,I U s 1 INb 5 ,IIF' A I ! I a . l , Z�i L, '� V o o- I as �y: I (z) q; j i 0 .'11 I 1, ' I �' , . o 0- I 1 � I—I I1 W 2 ''11 I �? g§ { L4 jN) F" " ; , 1-- LL 1 11 Il I W N I N ` < N Ld I 9ll� O ! W i A t€ C f ^ 1 I I 3 ! .. a � ,�' I rn o I ,, / = * I 3 r. (j 00 I I/ 1 1 vg / �i �� 1 I I li I o I o ( L -l'. ' � ! :. I ; I F III _ ! ^. ":,::,:�1,1 [�,�,�":, I / .. 1. I Q� ,I I TYPE " CURB I YPIC L F I I I ( ) III1 I I I I e e EAS LY R �AD NE 1 .•. OF AYPORT ! ? ST TE ROADA I I .` I I ( ) I PER DE & FDOT MAP ECTION 72230 1 I I I I ( ! !'^` ".� , I I I'll I "' 1, ; '. ill�,�""" 1 11 "II I ,` F I I - 1�c ,` 1j / ... ,,T a I k, 1 `111 � Q` I I ! 9 A.'• _ I I __.._ I s _ .. 1111... ®.» ... 1111.. - 1,��',-,� , _,L - � I _` . I _ ew 1 ;� ! 1 ;I I ! ,:��:,,,jI I k. a ( I 11 I 11 S I , �. . I'lli 1 I I I I i1$ y . T, ICA N ! .:..,:,"',',�,,":` III I .��:�: ( /T T' '• i + N co iC:AE" I O O v } O F a § I t0 O I` < II ! I ;:� �v , ,�_1 I 6 I a • \' I .. I I `) I I I I I ::. - .., I ; ; I I �: I a s. a ! -0 .\ �' F y _ A VA a.1., UTTER I I . ', .'',,, I' ,� I i_ € CURB I e 16c I 1 €ZI ,, I � ICA' T i I \ €; I o t`4 d . >/ I I ` " -1 1 a ` '0 ,I`, r / I ym ! a I ,.1 z w 1 z I F I I I m 1 ; TELECOMM POINT OF CONNECTION 1 ' . r , I, I I „•;''I (CONTRACTOR SHALL COORDINATE 1 .'I`::: I I I1 WITH LOCAL UTILITY PROVIDER) I v`' I i T I I I €, ) € I I MAN HOI I;•,"�I I TOP EL.: I I I [ I • I1. I I INV. EL.: 4I I I, ,, F PROPOSED CLEANOUT C.0.2@IE. =9.05 17 LF 4" PVC SAN. @1.00% MIN >_ PROPOSED CLEANOUT 1.90 C.0.1 @ IE. = 1 FIRE DEPT. CONNECTIO ., (SEE PLUMBING FOR DETAIL) a . Aa . 4 a.. c •' 'a F• Ua. aa 1 3 L 4" PVC SAN. 0 = @1.00% MIN ® SANITA 2Y SERVICE SHUT OFF VALVE 910 �n o CDNNECTION (IN C.I. VALVE BOX) ® IE. =12.00 FIRE LINE CONNECTION 11-1 °• To PLUMBING o ,� (REFER T) PLU PLANS FOR CONT.) IE. =12.00 (REFER TO PLUMBING PLANS FOR CO NT. 1111__- ) �. PROPOSED CLEAN OUT CO.E. = 8.60 3 I 1"WATER S ERVICE CONNECTION IE. =12.00 . ��[I �L�]L �9,90 (REFER TO PLUMBING "" o PLANS FOR CONT.)11 a(9,9739 SF) SHUT OFF VALVE ( a• IN C.I. VALVE BOX) SITE AREA = ±1.86 AC ELECTRICAL F F E = 15.50 SERVICE CONNECTION (REFERLEC. TO E PLANS FOR CONT.) TELECOMM o SERVICE CONNECTION I. - RTO EFE R °° ( ELEC. P4 CO P FOR CONT.) ) o°a ° a' a° o"o G ~ a - a a c a o a a A o a a a' a e - e ' . d . I-_ t 270 LF TELECOMM CONDUIT -\ (PEDESTAL TO BUILDING) A' z T T T T T- T T CONNECT TO EXIS t 11411- SANITARY tYtrSANITARY SERVICE (CONTRACTOR TO VERIFY INVERT AND CONDITION OF EXISTING SERVICE LINE) 295 LF ELECTRICAL (TRANSFORMER TO I 3 I ,C � AG 1srR 01i A P€W' 14, $ /,I � ,.-a.:.-�.. " 1_ % I ____�35 LF 4" PVC SAN. @1.00% MIN NE iGHBORING BUILDING F.F. EL,. 11.1' 1+t E gr Z F SEWER INSTALLATION: I EXACT il- __1 .': - - � � . t , ", � : , ", �, .- I PROPOSED UTILITY CROSSING PVC OR DUCTILE IRON, CLASS 150, OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET. 1111__..". _t DRK. * T: �_ 1111. -1111. - - - 0 1 € ' STORM SEWER I€ INDICATES POSSIBLE DRAINAGE EASEMENT O Q vN -P O fel m � p C-) n BACK FLOW I PREVENTION D ff i - F CONCRETE U I ,- ('F"YIPICAL) L_ CITY OF ATLANTIC BEACH RE #169398 0070 GENERAL NOTE gr WATER AND SEWER INSTALLATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT AT10N OF ALL UTILITIES AND FOR 11. ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18, CLASS 150, DAMAGE TO EXISITNG UTILITIES CAUSED BY HIS OPERATION. UTILITY ONTACTS AND SUNSHINE STATE PROPOSED UTILITY CROSSING PVC OR DUCTILE IRON, CLASS 150, OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET. ONE -CALL SERMCE(800-432-4770) 48 HOURS IN ADVANCE i DRK. PROPOSED LIGHT POLE ®'O (REFER TO PHOTOMETRIC PLAN) 0 1 € ' ,m_a.._.-�• b. 12. ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDY FAMILY IZE HIMSELF WITH JOB SITE DOCUMENT CONTROL CONFORMING TO ANSI A21.50, AS REQUIRED, OR BETTER. CONDITIONS. ___ - .- �,__ - _� 11.11 ........._._------ "111_1.,. ___ ." _ All 13. ALL GATE VALVES SHALL BE NON -RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON -SHOCK WORKING cx CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTIN REQ UI IN THE CITY OF ATLANTIC BEACH PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED, VALVES SHALL BE IRON BODY, BRONZE /:,1 _ AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB. ��E ��®TECTRA d � ®TES: FITTED. VALVES SHALL BE CLOW, M&H, MUELLER, OR APPROVED EQUAL. VALVE BOXES WITH SCREW 1 -IVA ' ALL WATER AND SEWER WORK SH ALL BE AS PER CITY OF C BEAC STANDARDS AND SPECIFICATIONS 00%. EXTENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3 8 INCH MINIMUM WALL THICKNESS AND SHALL BE NON- s ��tt TACKY TAR ENAMEL COATED. THE WORD "SEWER" SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. a`�,` UNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH ENCES A SPECIFICATIONS WTH EXCEPTIONS AS SHOWN ON THE PLANS, OR IN THE NOTES. b. ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT (COUNTER -CLOCKWISE) WHEN VIEWED ATER GHT WITH AN APPROVED PLUG. 1. EXISTING FIRE HYDRANT IS LOCATED AT 2389 MAYPORT ROAD, APPROX. 15' EAST OF SANITARY -.�---•------ -----• •------"- 0 _W_ FROM THE TOP. VALVES SHALL HAVE RESILIENT SEATS. \' UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT TWO DAYS NOT FI PUBLIC WORKS DEPARTMENT (247-5834).PERFORMED NOTIC S RE 0 THE CITY OF ATLANTIC BEACH IRED BEFORE ANY LINES ARE 14. HYDROSTATIC AND LEAKAGE TESTING AND IN TIN F TH DS FEC 0 0 E WATER MAINS INSTALLED SHALL BE `\ ILITYS CONNECTED TO THE EXISTING UTILITY SYSTEM. CONNECTION OF SERVICES TO BUILDING'S PLU GSH L BE COORDINATED WITH THE ARCHITECTURAL CORNER OF THE PROPOSED BUILDING. IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-555. A REPRESENTATIVE OF THE CITY OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST. THE TEST IS TO ALL WATER MAINS SHALL HAVE A MINIMUM OF 30" COVER FR INISHED RADE IN UNPAVED AREAS AND 36" BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN ENGINEER. MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS DESIG TO FINISHED GRADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETIE1 15. FLUSHING AND DISINFEC11NO OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIF N CODE 2-555.314 (F.A.C.) LOCATION OF UTILITIES DEPARTMENT. PUBLIC WATER SYSTEM MAINS: 16. BACTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY, PAID FOR 1 HORIZONTAL SEPARATION BETWEEN UNDERGROUND WA INS AN SANITARY OR STORM AND ARRANGED BY CONTRACTOR. COORDINATE ALL ACTIVITIES WITH CITY INSPECTOR. SEWERS WASTEWATER OR STORMWATER FORCE MAINS IMED R PIPELINES AND ON-SITE 17. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER SEWAGE TREATMENT AND DISPOSAL SYSTEMS. LINES HAVE BEEN PRESSURE TESTED, DISINFECTED AND CLEARED FOR SERVICE. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS E BE LA TO PROVIDE A 18. POST CONSTRUCTION TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY HORIZONTAL DISTANCE OF AT LEAST THREE FEET 8 N THE TSIDE OF THE WATER SEWER. A FULL REPORT AND TAPE ORCD AS TO CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS MAIN AND THE OUTSIDE OF ANY EXISTING PROP STORM DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND AI FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED W REGUL D UNDER PART III Of U ER PART 111 CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL CHAPTER 62-610, F.A.C. ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS BE LA TO PROVIDE A 19. SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. HORIZONTAL DISTANCE OF AT LEAST THREE FEET, A REFERA Y TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSI ANY STING OR PROPOSED 20. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED WITH THE CITY. VACUUM TYPE SANITARY SEWER. 21. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS BE LA TO PROVIDE A 22. ALL DISTURBED AREAS SHALL BE SODDED AND MULCHED, OR SEEDED AS DIRECTED, AND AT A MINIMUM HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND ERABL N FEET, BETWEEN THE RESTORED TO PRECONSTRUCTION CONDITION. OUTSIDE OFTHE WATER MAIN AND THE OUTSIDE EXIST] OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER WASTEWATER ER E MIMAI OR PIPELINE 23. EXISTING ASPHALT SHALL BE SAW -CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET CONVEYING RECLAIMED WATER NOT REGULATED UNDII RT III CHAPTER 62-610, F.A.C. PAVEMENT, CURB, SIDEWALK, OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE THE MINIMUM HORIZONTAL SEPARATION DISTANCE BE N WA MAINS AND GRAVITY DIRECTOR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORDDINATED WITH THE PUBLIC WORKS INSPECTOR TYPE SANITARY SEWERS SHALL BE REDUCED TO TH ET E THE BOTTOM OF THE 24. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE OP OF E SEWER. PIPES OR OBSTRUCTIONS AS REQUIRED. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS BE LA TO PROVIDE A HORIZONTAL 25. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION, THE DISTANCE OF AT LEAST TEN FEET BETWEEN THE OU OF TH WATER MAIN AND ALL PARTS OF OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF ANYP R PROPOSED "ON-SITE SEWAGE TR EX1S NG 0 NT AN ISPOSAL SYSTEM" AS DEFINE N D I FACILITIES OF THIS TYPE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, CONSTRUCTION AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFUCTS MAY BE RESOLVED. (2) VERTCAL ATER S AND STORM SEWERS, NITARY ORREC ASTEWATERPORATION S ORM ARNFORCDERGROUND MAINS, AND D WATE PIPEUN S. 26. ALL PIPING ARRANGEMENTS AND LOCATIONS, AND LOCATIONS OF PIPING NOT SHOWN, SHALL BE PROPERLY REFERENCED AND RECORDED ON THE RECORD WI "AS -BUILT" RA NGS. DRAWINGS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS ING A EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY S OR ST M SEWER SHALL BE 27. SPECIAL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND GUTTER TO EDGE OF ASPHALT LAID SO THE OUTSIDE OF THE WATER MAIN IS ATL SIX IN S, AND PREFERABLY 12 PAVEMENT. REPLACE MIAMI CURB AND GUTTER IN KIND. D GRADE E 0 DRAIN. R T R INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE IDE 0 E OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER M BOVE T OTHER PIPELINE. 28. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE B NEW OR RELOCATED, UNDERGROUND WATER MAINS () ING A EXISTING OR INSTALLED AT EXISTING MANHOLE INVERT ELEVATIONS AND WITH UNIFORM SLOPE OR GRADE BETWEEN PROPOSED PRESSURE TYPE SANITARY SEWER, WAST R OR ORMWATER FORCE INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEER. PREPARE CUT SHEETS CUT WITH INVERTS AND CALCULATED GRADE PER SPECS. MAIN, OR PIPELINE CONVEYING RECLAIMED WATER S11 BE LAI SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BE THE OU DE OF THE OTHER 29. ALL EXISTING WATER PIPE, INCLUDING SERVICES SCHEDULED TO BE ABANDONED, SHALL BE REMOVED IF WITHIN PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE R MAI ABOVE THE OTHER TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED. PIPELINE. 30. IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY, A CONSTRUCTION METER AND BACKFLOW PREVENTER (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRA A) AN B) ABOVE, ONE FULL LENGTH OF SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT. WATER MAIN PIPE SHALL BE CENTERED ABOVE OR THE ER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE 0 IPEUN ALTERNATIVELY, AT SUCH CROSSINGS, 31. ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT. INSTALL BLUE HYDRANT MARKER IN ADJACENT THE PIPES SHALL BE ARRANGED SO THAT ALL WA N J011 ARE AT LEAST THREE FEET FROM PAVEMENT. E ALL JOINTS IN VACUUM TYPE SANITARY SEWERS S SEWER STORMWAIER FORCE MAINS OR PIPELINES 32. ALL WATER AND SEWER SERVICE AND VALVE LOCATIONS SHALL BE APPROPRIATELY MARKED AS FOLLOWS SAW CUT.. CONVEYING RECLAIMED WATER REGULATED UNDER P II OFC PTER 62-610 F.A.C. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSU E SA ARY SEWERS WASTEWATER FORCE WATER SERVICE - "W" ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB & GUTTER) MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGU D UNDER PART III OF CHAPTER SEWER SERVICE - "S" ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB &GUTTER) 62-610, F.A.C. VALVE - "V" ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB & GUTTER) 3 SEPARATION BETWEEN WATER MAINS AND SANITARY OR M SE MANHOLES (A) NO WATER MAIN SHALL PASS THROUGH, OR COME 11 ONTAC TH, ANY PART OF A 33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAVE SANITARY SEWER MANHOLE. DOUBLE STRAP TAPPING SADDLES WITH CORP. STOPS AT THE MAIN. B WATER MAINS SHALL NOT BE CONSTRUCTED OR AL () TO PA THROUGH OR COME INTO CONTACT 34. WATER ATE METER BOXES TO BE POLYMER CONCRETE METER BOX PER JEA WATER DETAIL W3 AND W3A WITH ANY PART OF A STORM SEWER MANHOLE OR STRU RE. WHERE IT IS NOT TECHNICALLY L FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY THIS R IREMENTI.E. WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND RM SE R AND WHERE ALTERNATIVE ROUTING 35. MANHOLE COVERS TO BE PAM REX-HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES, 352-589-5888. OF THE WATER MAIN OR THE STORM SEWER IS NOT NICALL FEASIBLE OR IS NOT ECONOMICALLY 36. ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANOUTS AT THE PROPERTY UNE. SENSIBLE), A SPECIFIC PERMIT MUST BE OBTAINED DEP P R TO CONSTRUCTION OF ANY EXCEPTION. 37. MAINTENANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF O 4 SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANT OR ST M SEWERS WASTEWATER OR CONSTRUCTION. COORDINATE IN FIELD WITH CITY INSPECTOR. STORMWATER FORCE MAINS, RECLAIMED WATER PIPELIN D ON SEWAGE TREATMENT AND DISPOSAL 38. ALL WATER/ SEWER CONSTRUCTION MUST BE PERFORMED BY A FLORIDA LICENSED UNDERGROUND UTILITY SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH U THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXI GROUN ORP RAINS SHALL BE LOCATED SO THAT OSED STORM SEWER STORMWAIER CONTRACTOR. FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATE ULATE NDER PART III OF CHAPTER 62-610 39. LOCATE WIRING - LOCATE WIRING SHALL BE INSTALLED ON ALL PVC DI AND HDPE WATER MAIN PIPING F.A.0.' AT LEAST THREE FEET AND PREFERABLY TEN FROM EXISTING OR PROPOSED VACUUM AND SERVICES LARGER THAN TWO INCHES AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. TYPE SANITARY SEWER; AT LEAST SIX FEET AND PREF LY TEN ET FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER WASTE FORCE AIN OR PIPELINE CONVEYING RECLAIMED 40. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE EXPENSE TOR CONTRAC'S X NSE TO PROVIDE THE CITY OF ATLANTIC WATER NOT REGULATED UNDER PART III OF CHAPTER 10 F.A. '' AND AT LEAST TEN FEET FROM BEACH WITH "AS -BUILT" DRAWINGS ON MYLAR OR IN FORM AS REQUIRED TTY AS WELL AS ELECTRONIC FILES IN Q D BY THE C ANY EXISTING OR PROPOSED "ON SITE SEWAGE TREATM NO DI SAL SYSTEM" AS DEFINED IN SECTION AUTOCAD LT 2006 OR OLDER STATE PLANE NAD 83 EAST ZONE FEET VERTICLE NAVD 88 FEET.THE CITY'S TECHNICAL 381.006 5(2), F.S. AND RULE 64E-6.002 F.A.C. ANY 5 ( ). TONS QUIRE PRIOR APPROVAL OF DEP AND Q DESIGNER &GIS TECHNICIAN SHALL BE GRANTED S T DURING TR lE ACCESS 0 THE SITE AND TO AS BUILT DRAWINGS D G CONS UC110N. THE CITY OF ATLANTIC BEACH. 41. CONTRACTOR SHALL CONDUCT TESTING TO DETERMINE IF POLYETHYLENE WRAPPING OF DUCTILE IRON FITTINGS IS 8. MECHANICAL RESTRAINTS ARE REQUIRED WHERE WATER 1111 AND CE MAINS ARE TERMINATED, AT ALL REQUIRED, AS SPECIFIED IN AWWA-C105, APP. A. RESULTS, WITH CONTRACTOR RECOMMENDATIONS, TEES AN FITTINGS AS SHOWN IN JEA CONSTRU D OTHER F DETAIL -31 W-37 AND S- . MECHANICAL 38 E CAL WILL BE PROVIDED TO PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING CONSTRUCTION. RESTRAINTS TO BE MEGALUG TYPE. 9. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAIN LL BE MOVED AND REPLACED WITH SELECTED 42. HORIZONTAL DIRECTION DRILLING (HDD) OPERATIONS SHALL BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDARDS BACKFILL, PROPERLY COMPACTED TO 95% OF MAXIMUM I TY. MANUAL SECTION 750. 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY RI TS -OF -WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONS TR N AND EPAIR. FOR ALL OTHER PROJECT NOTES, SEE PLAN SHEETS OR SPECIFICATIONS. IF CONFLICTS ARISE BETWEEN PLAN NOTES AND SPECIFICATIONS, PLAN NOTES WILL GOVERN. GENERAL NOTE WATEE DISTRI �UTION NOTES: A. GENERAL: 1. CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, 1. DISTANCE AND LENGTHS SHOWN ON PLANS AND [LED WINGS ARE REFERENCED TO THE CENTER OF AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE STRUCTURES. CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT 2. PRIOR TO COMMENCING CONSTRUCTION, CONTR R TO LEVISE EXISTING SANITARY SEWER LINE FROM POINT CLOSEOUT REQUIREMENTS. OF CONNECTION THROUGH THE NEXT SEQUENTI WINS EAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR .LTEL ISE THE NEWLY INSTALLED SANITARY SEWER MAIN 2. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF -------I F -METER TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON -PERFORATED TUBING. 1 3. ALL UNDERGROUND UTILITY WORK IN THE CITY E AENT ROW MUST BE COMPLETED BY UNDERGROUND 3. THE BACKFLOW PREVENTERS MUST BE TESTED BY A CERTIFIED TESTER AND A COPY OF THE S�S k- � UTILITY CONTRACTOR LICENSED BY THE STATE O RIDA RESULTS SENT TO MALCOLM CLEMONS AT ATLANTIC BEACH PUBLIC WORKS. PROPOSED CLEANOUT 1 B. MATERIALS: C.O.5 @ IE. = 7.50 �-1 I MAN HOLE 1. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NO ESSU POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO S 1 TOP EL.: 12.96' ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GA JOIN 96 LF4"PVGSAN. I INV. EL: 0.81' SANITARY DE®LITI®N �S� @1.00% MIN 2. ALL FITTINGS AND ACCESSORIES SHALL BE ASM ACTU D OR SUPPLIED BY THE PIPE MANUFACTURER OR T �T �T �T 11.11 APPROVED EQUAL. �E� LJ �j A V �IA V d 1®TEa S E E e _ ..,.�.,.. 1111... v..,.,._...w.-_ 11.11.. 1111_ -.. " _„ _ " �'-"" "•""""'"""""" -"" �- - i 1,3.2' 3. ALL SANITARY CLEANOUTS WITHIN PAVEMENT SH HAVE ID THAT IS H2O LOADING. .''. ,"„1111_ - -�. rrW� .'-_ �y.�/ - C. INSTALLATION: ".;.R'""-'"'""�""'�_._ -"" 4" PVC SERVICE 81 I" PVC ` ?' 1. CONTRACTOR TO UTILIZE METHODS TO PROVIDE UNINTERRUPTED SEWER ( Ij � cn SERVICE DURING CONSTRUCTION. THE PROPOSED MANHOLES AND GRAVITY I I/ I (PER CITY ATLAS) C 1 \�J 1. PIPE AND FITTINGS: MAIN SHALL BE INSTALLED, TESTED & CERTIFIED PRIOR TO ANY ABANDONMENT I I I 4VTER .gNL SEWER --- a ✓ I 5 1 gEaEm__'__� 13. &REMOVAL OF THE EXISTING SANITARY SYSTEM. r. ',41N t £r+ ( 1 N IFF, c�=� , a. SEWER PIPE SHALL BE INSTALLED IN ACCORD WITH TM D2321, AND THE UNI -BELL PLASTICS PIPE '� I V1� I I I 1 I _ _ 8" PVC SANITARY �a.,..d»R[' BOOK 5998, PAGE 71^1 1 �WV _ ASSOCIATION'S "RECOMMENDED PRACTICE FO E INS ELATION OF PVC SEWER PIPE". 1 I i 1 BACK FLOW j 1 ." �,Ga S X - _ PREVENTION b. BEDDING AND INITIAL BACKFILL (12 INCHES) OV EWE AINS AND SERVICES SHALL BE SAND WITH NO ROCK €i rte DEVICE LARGER THAN 1' IN DIAMETER. PEA ROCK OR 3 ASHE ROCK WILL BE USED IN WATER OR WHERE UNDERGROUND y� 7 'Tv �p y� yT� 7v�v r�v� y NOTE: 'y' {` \� I 1 I EX 8' PVC o _ _ 1 I UNSUITABLE BEDDING EXISTS. ALL OTHER FILL LL NO AVE ROCK LARGER THAN 6" IN DIAMETER. N I\\I D IH RG IkC ®II I\\I II II II 1 II ILI II V I\\I ® II ly a I ,,, 11 11 11 >' ! S - _ - 300.11'(F) I LI,, N". L l A V JU/JLeJJL/��lYY LLOO �J AA V JJ� L� 1J JL JJLLJJLLee A L AAV L JLe CONNECT TO EXISTING POLE I 1300.00'(D) MOUNTED TRANSFORMER 1 I '1 r o� (BEARING BASIS) I) '�_ SANIT/ 2. CLEANOUTS I METER \ (CONTRACTOR SHALL COORDINATE WITHI s ) ' ° S88"1750"W(F)(D) I UY WIRE JEA FOR CONNECTION OF NEW SECONDARY) I I 1 '" Ell fNDICATES POSSIBLE /� I 1 I ;: , _" 1 " EASEMENT _ - i : I_ i I € _ __..�.. --I-- - � -- 1111.- .._..� _. _.._____-- __ti1____ ---_�_ 11 11.11 1- _. I -' I 1 3" CITY OFA TLANTIC BEACH :,1," i i )•°'::,•:',:::,. I �I WINA °' RE #169398 0070 IIII, I ) 8 I I ).-vAatT I B' I3 � 1 MAN HOLE WITH p x (I a lNM WM WATER LINE wm 'y (d 1 a I I VALVE pj� '+ t. ✓ 11`. _ 1111.. TOP EL.: 12.72' " px , '�' �"',- e / I 00 250.00 (P) I III I I I- _ --,,;,. ,(. I i j I / - N8836�45"E(P) 249.85'(F)m._t,.•:, A I II I Wr,•1 S8819 38 W(F), .� I. ..�_ I` I III ::` ------ -- I` ' I�i0.00'(FD011 N. LINE OF FAIRWAY VILLAS �� i11 I PLAT BOOK 39, PAGES 22 AND 22A 1. I I I I 11 :" ,, LOT 51 I j _j III '> 1 11.11... 1 - . � _" 1 ISI I En LOT 52 FAIRWAY VILLAS I I I,' f i N � PLAT BOOK 39, PAGES 22-22A I it 1 I I 11I IG! \ � I I IZA II iII .. EX. II I I !� 1Trow 7 r% -Ift qp -- PROPERTY LINE - - - - - - - - EXISTING STORM SEWER 1111__• -§= 1111_§ EXISTING SANITARY SEWER _FY-, --fdf EXISTING FORCE MAIN ` --p EXISTING WATER MAIN -OH-- -OH EXISTING OVERHEAD ELECTRIC S S PROPOSED SANITARY SEWER W WPROPOSED WATER MAIN E E PROPOSED ELECTRIC CONDUIT T T PROPOSED TELEPHONE ,.....,lPROPOSED STORM SEWER 1 BEARING UNDER THE BASE. i PROPOSED UTILITY CROSSING DTR TRE �� PROPOSED LIGHT POLE ®'O (REFER TO PHOTOMETRIC PLAN) A L I.a. 02-26-15 "I R DTRE CLEANOUTS SHALL BE BET PLUMB TO LINE AN ADE 0 FIRM CLEAN SUBGRADE PROVIDING UNIFORM ANY EXISTING UNDERGROUND UTILITY FOUND IN GOOD CONDITION SHALL REMAIN IN PLACE. 01-27-15 DTR TRE ADDED 6" FIRE LINE & A.B. W&S NOTES BEARING UNDER THE BASE. 1 12-12-14 DTR TRE �� 11-21-14 HR DTE 0 1 € ' ,m_a.._.-�• b. ALL OPENINGS AND JOINTS SHALL BE SEALED ER -TI DRCHK 0 * .,..: _w DOCUMENT CONTROL ___ - .- �,__ - _� 11.11 ........._._------ "111_1.,. ___ ." _ All �� 3. SERVICE: ��E ��®TECTRA d � ®TES: SANITARY11 V a. MINIMUM SLOPE OF ALL SERVICE LINES SHALL 00%. METERIt b. EACH SERVICE CONNECTION SHALL BE PLUGG ATER GHT WITH AN APPROVED PLUG. 1. EXISTING FIRE HYDRANT IS LOCATED AT 2389 MAYPORT ROAD, APPROX. 15' EAST OF SANITARY -.�---•------ -----• •------"- 0 _W_ CONCRETE SIDEWALK, 572' AS THE HOSE LAYS ON THE GROUND FROM THE SOUTHEAS "....�®._ ._.,..,..""1111 ......_........_ .1111._. _ . ...�.� ---•----•----'--•-•- �-' """"-""'-""_` METER c. CONNECTION OF SERVICES TO BUILDING'S PLU GSH L BE COORDINATED WITH THE ARCHITECTURAL CORNER OF THE PROPOSED BUILDING. . �� 0 �34 G LOT SO KNOW WHAT'S BELOW ' ALWAYS CALL 811 . BEFORE YOU DIG It's fast. Its free. It's the law. www.callsunshine.com EBX "',, I I L DRAWINGS. 2. FIRE FLOW TEST RESULTS D. TESTING: LOCATION: 2389 MAYPORT ROAD 1. AFTER CONSTRUCTION OF THE SEWER SYSTEM, NGIN R MAY REQUIRE A VISUAL INFILTRATION AND/OR TESTED BY: CHRIS WALKER, DIVISION DIRECTOR i EXFILTRATION TEST TO BE PERFORMED ON THE E SYS M OR ANY PART THEREOF. TEST DATE: 01/12/2015, 9:46 AM I- „,, . PORT DIAMETER: 2.5 -INCH PORT X----�^--- X "`"""- 2. AN AIR TEST MAY BE SUBSTITUTED FOR THE WAT XFILT TION TEST, UPON APPROVAL OF THE ENGINEER. STATIC PRESSURE: 42 PSI X RESIDUAL PRESSURE: 35 PSI TEST FLOW RATE 1 000 GPM STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION 'A'S 3N a0"'J"v ," ,4141 N EF_R, N G 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813)379-4040 ThomasEngineeringGroup . com 3. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EX D 150 LLONS PER DAY PER INCH DIAMETER PER MILE IN A ' TWO HOUR TEST PERIOD FOR ANY SECTION TEST NO VI LE LEAKAGE SHALL BE ALLOWED. THE FOLLOWING COMPUTATIONAL RESULTS BASED ON THE ABOVE VARIABLES AND NFPA 4. CONTRACTOR IS RESPONSIBLE FOR CORRECTIN DEFT NCIES PRIOR TO THE CERTIFICATION TO ANY SECTION 291(2002 EDITION) ARE AS FOLLOWS: AGENCY. 01/12/2015 -ESTIMATED FLOW AT 20 PSI: 1,856 GPM !_ U1 02-26-15 "I R DTRE FDOT ACCESS & FIRE NOTES 3 01-27-15 DTR TRE ADDED 6" FIRE LINE & A.B. W&S NOTES 1 12-12-14 DTR TRE PER PUBLIC UTILITIES COMMENTS 11-21-14 HR DTE REV. DATE DRCHK DESCRIPTION DOCUMENT CONTROL \\Y 11 f111/!J ,\0I �\O9N3 REE/// �``� � , , � , . , �, - �� =� ct:�-- , ;ATFQ' -1,_,- � ,"° �CORIDP �� D :Rn: T. , FLO 7996 FLORIDA BUSINE38 OERT.11 AUTH. No. 27528 PROD. N0. **1% 1009=93AO NVIEN ATLANTIC BEACH, FL UTILITY PLAN FT140062I DWG. N0. C-9.0 A LOCATE WIRE SHALT. BE PLACED ON SERVICES 10FT OR GREATER. -SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES P/L P2 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) 2' 4" MAIN MIN WHERE - 7 1/2' JEA ELECTRICAL (MIN) - 2' EASEMENT METER W/ MULTIPLE TAPS ARE _ CURB STOP CONSTRUCTED - ftP/V - 15' MAX - _ - 20' MAX 1" POLY 1" POLY TUBING WP'Y" 1" MIP PACK FITTING (FORD Y 44-264, JOINT COUPLING MUELLER H-15343 OR APPROVED EQUAL) MULTI -SERVICE "Y" Y" POLY TUBING (2" FIP INLET AND 3 OR 41 RIP OUTLET) LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH POLY TUBING 1" MIN.) ) JOINT COUPLING 24" SEPARATION AT A MIN. (NO GLUED TEES) •'.............:.•.'...'......•..........'. ROn6wA F ............. .. .;...:6i+;D@i'.E.W/ 'ftP`:.c,r::.'::.':::.'. � :.'. 'r.::r.:'.:::r::::.,:.':,':.',. •.* ,:.v: ::• ,.R'.;:.; :.::..'::.:-:.'::::. jf P 4 .. 4 ...2. S. RDkE:NUAO.. P. STR .............. Z MAX (SEE NOTE #4) 4" GM. (MIN) WATER MAIN SHORT -SIDE WATER SERVICE POLY TUBING (1" MIN.) METER BOX LOCATION 2' WATER METER BOX (TYP) (NEAR UG ELECTRICAL BOX, NOTE #1) 2 7 1/2' JEA ELECTRICAL EASEMENT 10'x10' JEA ELECTRICAL RM1N ® _EASEMENT W/UG ELECTRIC BMX bR DRAIN Ai'�- I RNV' RIGHT OF WAY LINE P/L EASEMENT (NOTE #3) P/L P/L' PROPERTY LINE DOUBLE 1" WATER SERVICE (SEE NOTE #6) NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE RAN LINE BUT INSIDE THE 71/2' ELECTRIC EASEMENT. 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE, THE WATER METER BOX SHALL BE LOCATED IN NON -TRAFFIC AREAS NOT IN SIDEWALKS OR DRIVEWAYS IF THE METER BOX IS APPROVED TO BE LOCATED IN A DRIVEWAY OR SIDEWALK THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-384 ATA MINIMUM SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP .SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENT AREA. 4. FOR SINGLE SERVICES THE HORIZONTAL DISTANCE PERPENDICULAR TO THE MAIN BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 1 '/:" POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., 4" PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 6, DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. 7, A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (V MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). 8. N.2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE. WATER SERVICE INSTALLATIONS 2" AND SMALLER METER JANUARY 2013 PLATE W-1 WATER OR RECLAIMED WATER MAIN PIPE MINIMUM HORIZONTAL OTHER PIPING TYPE SEPARATION (FEET) 1. GRAVITY SANITARY SEWER 6-10 (NOTE #2) 2. GRAVITY SANITARY SEWER 3 (NOTE #2) SEE NOTES ON DETAIL W-11 (SPECIAL CASE, NOTE #3 ON DETAIL W-11) (SEE NOTES 1,2,3,7 & 8) 3. SEWAGE FORCE MAIN 6-10 (NOTE #2) 4. GRAVITY STORM SEWER _ 3 (NOTE #3) OTHER UTILITY PIPE 5. RECLAIMED WATER 3 6. ELECTRIC, PHONE, CABLE, GAS 2 PLAN VIEW NOTES'. 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. 2. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND SEWAGE FORCE MAINS OR GRAVITY SANITARY SEWERS IS 2 FEET (MIN). 3, THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWERS IS 3 FEET. MINIMUM HORIZONTAL SEPARATION REQUIREMENTS WATER OR RECLAIMED WATER MAIN PIPE MINIMUM VERTICAL OTHER PIPING TYPE SEPARATION (INCHES) WATER MAIN ON SEE NOTES ON DETAIL 1. GRAVITY SANITARY SEWER 6-12 (NOTE 1 & 2) TOP WITH JOINT W-11: (1,4,5,&6) CENTERED OVER 2. SEWAGE FORCE MAIN 12 OTHER UTILITY PIPE 3. GRAVITY STORM SEWER 6-12 (NOTE 1 & 3) 4. RECLAIMED WATER 12 (NOTE #2) 5. ELECTRIC, PHONE, CABLE, GAS 6 OTHER UTILITY PIPE SECTION VIEW NOTES' 1. IF THE WATER MAIN IS BELOW THE SANITARY GRAVITY SEWER PIPE, RECLAIMED WATER MAIN OR STORM GRAVITY SEWER PIPE, THEN A MINIMUM OF 12" VERTICAL SEPARATION IS REQUIRED. 2, THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND POTABLE WATER, GRAVITY SANITARY SEWER, OR SEWAGE FORCE MAIN IS 12 -INCHES (MIN.) 3. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWER IS 6 -INCHES (MIN.). MINIMUM VERTICAL SEPARATION REQUIREMENTS MINIMUM SEPARATION REQUIREMENTS FOR WATER MAINS JANUARY 2013 PLATE W-10 WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL S IS SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE' WATER MAINS" SHALL MEAN MAINS. INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER: FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDERPART III OF CHAPTER 62-610, EA C, 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3, NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER OR WASTEWATER FORCE MAIN. 8, WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, PRIOR TO CONSTRUCTION. NOTES ON UTILITY SEPARATION REQUIREMENTS JANUARY 2013 PLATE W-11 WATER SERVICE MARKER REQUIRED FOR NEW DEVELOPMENT AREAS (SEE NOTE #4) SET AT FINAL GRADE (NOTE #7) CO -POLYMER METER BOX & COVER (NOTE #1) METER COUPLING (NOTE #4) 12' CURB STOP (MAX)LOCATE WIRE PIG TAIL END 12" LONG � z CORPORATION STOP REQUIRED ON iv ALL SERVICES REGARDLESS OF SIZE. 'a (CONNECTED DIRECTLY INTO SADDLE) METER (NOTE #4) CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW SET CURB STOP AS PREVENTER (IF APPLICABLE) SERVICE SADDLE CLOSE TO WALL }"AS POSSIBLE (2 MAX) SET METER ON UNDISTURBED (SEE NOTE 1F2) OR COMPACTED SOIL POLYETHYLENE WATER SERVICE LINE �\ (1001F MAX., NOTE #3) ACCEPTABLE RANGE FOR TAPS 0'-45' DISTRIBUTION MAIN NOTES: 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 2, SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WATER MAIN NEW WATER MAIN CONSTRUCTION FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER. A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 1001F UNLESS APPROVED OTHERWISE. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (LE.'. IF NO METER IS INSTALLED). WATER SERVICES SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W' CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND PAINTED BLUE PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (Le, NO DIRT, TRASH OR OTHER DEBRIS PLACED ON TOP OF BOX), 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-" WATER SERVICE DETAIL- 2" AND SMALLER METER JANUARY 2013 PLATE W-2 1 i�• e{",•ef++ • ••• . • ••. . NOTES' 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE CENTER LINE OF THE PIPE: OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM PAYLINE WIDTHS. 2, BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 314 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ABOVE THE TOP OF THE PIPE. 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. 4, BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 61NCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100% OF IT'S MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D698. 5. SEE"EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS, OPEN CUT TRENCH FOR PRESSURE PIPE JANUARY 2013 IN STATE ROAD RIGHT-OF-WAY PLATE W -42A NTS REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL DETAIL 1X"x Y,s' STEEL GUSSET a9 C•CCC *; PLATE WELDED TO /r/////// NO WELDS PAST ENDS OF GUSSET - \ t, \ \ ®\ \ \ \ \ BACKSIDE OF TOP PLATES. ALL GUSSET PLATES ALIGNED WITH EACH OTHER�- �L /�/\i\/°i0/®/\ � •' �3m _ l�t�"{{;�l ` 1 t X98. (TYP)>24 _ e _ 1 tt RECESSED HOLE DESIGNED O' t'"�y~ �} ,tjy i, i� 1 1, �•-'� g t TO FIT THE METER TOUCH s ;•--„ READ PAD `L _ 4 ` `l ,,,,.t• -'t".- t i �g 1"' ^"' 2 "R TYP i' STEEL NON-SKID TOP PRIMED 1 AND PAINTED BLACK WITH ROUNDED KEYHOLE (1 REQ'D) CORNERS D (WITHIN 1' FROM GUSSET) Qom. 2" HOLE DESIGNED TO 1-314• FIT THE METER TOUCH READ PAD (TWO REQUIRED CENTER PROVIDE 2" PVC PLUGS TO CLOSE BETWEEN GUSSETS) HOLES WHICH ARE NOT USED OR PROVIDE 2" PVC PLUG TO CLOSE ,U`@IXWIIO�tli®WI WHERE NO METER IS INSTALLED HOLES WHICH ARE NOT USED OR DURING THE CONSTRUCTION PERIOD WHERE NO METER IS INSTALLED (NOT -IN -USE SERVICE). - DURING THE CONSTRUCTION PERIOD RVICE)_ METAL TOP (SEE NOTE #4) 'LARED OUTWARD WALLS (SEE NOTE#4) NOTES POLYMER BOX 1. THE STANDARD BOX (FLARED OUTWARD WALLS) 8 TOP (2 HOLE) SHALL BE MADE OF POLYMER CONCRETE. (SIMILAR TO OLD BF OOKS SERIES 65). BOX WALLS SHALL BE FIBERGLASS. BOX, INCLUDING THE INSIDE LIP, AND TOP SHALL ME ET A -B (ATSM C857) LOAD RATING. 2, ALL SIZES SHOWN/, RE IN INCHES AND ARE APPROXIMATE SIZES. 3. POLYMER BOX APPI ZOXIMATE WEIGHT 501bs. POLYMER TOP APPROXIMATE WEIGHT 501bs. SEE CONSTRUCTION DETAIL W4A FOR M 4NUFACTURING DETAIL FOR TWO HOLE COVER. 4. UNLESS APPROVED OTHERWISE IN WRITING, ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS (NOT IN THE ROADWAY, DRIVEWAYS OR SIDEWALKS). 5. METAL TOPS MAY B F UTILIZED IF SPECIFICALLY APPROVED BY A MANAGER OR BY METER 08M STAFF. WATER METER BOX & COVER FOR 1-1/2" AND 2" METERS JANUARY 2013 PLATE W-4 r •. •+; 1/2- CLEAR (FILL ANNULAR VOID W/SAND AFTER SETTING) 9-1/2- : • SET FLUSH WITH PAVEMENT OR 1•-6" 8" GRASS NOTE: CONCRETE VALVE JACKET COLLAR TO BE PLACED OVER ALL VALVES PER JEA STANDARDS MIN. COVER FINISH GRADE OR CO PAVEMENT 1 VALVE STEM EXTENSION ADJUSTABLE C.I. VALVE BOX REQUIRED TO MAINTAIN Y DEPTH TO OPERATING WITH COVER MARKED "WATER" NUT ON DEPRESSED MAIN WTH 36. OR MORE COVER OPERATING NUT OPEN LEFT i VALVE -E' MAIN . ...•...!..•.�. :1i , BODING„ WATER VALVE AND • DETAIL N.T.S. FOR GM DEM SEE GM %EE15, NO SIMM WALS FOR THE APROB E RALES FOR f1EM MGT CGYW N StAMW MWS, Ug CITY OF I LMW W" STAIEIQEIS 90° BEND (TO BE SMOOTH HOSE BIBB REMOVED) (TO BE REMOVED) L --WATER SHALL FLOW STRAIGHT DOWN Z IIT (NOTANGLE) aI��III FINISHED GRADE PIPE (X" SIZE MIN.) (TO BE REMOVED) ROUTE TO ROADWAY SHOULDER IF REQUIRED (SEE NOTES) BUSHING IF REQ. (TO BE REMOVED) 1" THREADED PLUG (TO BE INSTALLED AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED) 90° DEGREE BEND (TO BE REMOVED) 1" CORPORATION STOP CONNECTED DIRECTLY INTO SADDLE (TO REMAIN) 1" WATER SERVICE SADDLE (TO REMAIN)(NOTE THAT OUTLET, AT 3:00 OR 9:00 POSITION) WATER MAIN (SIZE & TYPE VARIES) NOTES: 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY S -IOULDERS (NON -TRAFFIC AREAS). 2. TIKE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING 8 FITTINGS (AS NOTED), A=TER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A S,>MPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE. 5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND POLICIES AS AS OUTLINED BY THE ENVIRONMENTAL R --SPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED STANDARDS. TEMPORARY SAMPLE TAP JANUARY2013 PLATE W-25 VENDOR LOGO o a ❑4.00 3.7500" LOGO AREA RECESSED.1250" DEEP WITH LOGO IN RAISED LETTERING .1250" IN HEIGHT. 0400- 02.00 400- 02.00 - FRAMED PICK HOLE SKID PROOF TEXTURE METAL DETECTOR PLATE INSTALLED BELOW LOGO (NOTE #5) c FRAMING BORDER LID HAS A 0.1250" CROWN FROM END TO END GALVANIZED y5°° 0.6875" 2.3750" 1" BALL VALVES Q� .0000"QOry 0.4688" UNION ROFILE PROFILE ID HAS A 0.1250" CROWN HIGH HAZARD CONDITIONS REDUCED PRESSURE ZONE P 15.000 FROM SIDE TO SIDE O /USEIN BACKFLOW PREVENTOR FROM m 0 v 2 S 1�L 0• CONBRACO, WATTS OR FEBCO 2375 2.375 14 750" 0 1. ALL DIMENSIONS ARE IN INCHES. 2. COLOR SHALL BE OFF-WHITE, NON -POROUS, SAND TEXTURED SATIN FINISH, 3. ALL TOPS SHALL MEET A-8 (ASTM C857) LOAD RATING. f 1" SCH 80 GALVANIZED 4. THE LID SHALL BE CERTIFIED BY CELLNET TECHNOLOGY INC AND SENSUS METERING SYSTEMS TO BE RF COMPATIBLE WITH THE SENSUS MTU. PIPE AND GAL FITTINGS 5. METAL DETECTOR PLATE SHALL BE DETECTABLE BY MAGNETIC LOCATE EQUIPMENT. WATER METER BOX POLYMER CONCRETE STANDARD THREAD MODEL No. 65 - TWO HOLE 12"IN / FI/yN)yI(S7(H�ED GRADE FROM WATER METER ,u, TO HOSE BIBB NTS REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL DETAIL 1X"x Y,s' STEEL GUSSET a9 C•CCC *; PLATE WELDED TO /r/////// NO WELDS PAST ENDS OF GUSSET - \ t, \ \ ®\ \ \ \ \ BACKSIDE OF TOP PLATES. ALL GUSSET PLATES ALIGNED WITH EACH OTHER�- �L /�/\i\/°i0/®/\ � •' �3m _ l�t�"{{;�l ` 1 t X98. (TYP)>24 _ e _ 1 tt RECESSED HOLE DESIGNED O' t'"�y~ �} ,tjy i, i� 1 1, �•-'� g t TO FIT THE METER TOUCH s ;•--„ READ PAD `L _ 4 ` `l ,,,,.t• -'t".- t i �g 1"' ^"' 2 "R TYP i' STEEL NON-SKID TOP PRIMED 1 AND PAINTED BLACK WITH ROUNDED KEYHOLE (1 REQ'D) CORNERS D (WITHIN 1' FROM GUSSET) Qom. 2" HOLE DESIGNED TO 1-314• FIT THE METER TOUCH READ PAD (TWO REQUIRED CENTER PROVIDE 2" PVC PLUGS TO CLOSE BETWEEN GUSSETS) HOLES WHICH ARE NOT USED OR PROVIDE 2" PVC PLUG TO CLOSE ,U`@IXWIIO�tli®WI WHERE NO METER IS INSTALLED HOLES WHICH ARE NOT USED OR DURING THE CONSTRUCTION PERIOD WHERE NO METER IS INSTALLED (NOT -IN -USE SERVICE). - DURING THE CONSTRUCTION PERIOD RVICE)_ METAL TOP (SEE NOTE #4) 'LARED OUTWARD WALLS (SEE NOTE#4) NOTES POLYMER BOX 1. THE STANDARD BOX (FLARED OUTWARD WALLS) 8 TOP (2 HOLE) SHALL BE MADE OF POLYMER CONCRETE. (SIMILAR TO OLD BF OOKS SERIES 65). BOX WALLS SHALL BE FIBERGLASS. BOX, INCLUDING THE INSIDE LIP, AND TOP SHALL ME ET A -B (ATSM C857) LOAD RATING. 2, ALL SIZES SHOWN/, RE IN INCHES AND ARE APPROXIMATE SIZES. 3. POLYMER BOX APPI ZOXIMATE WEIGHT 501bs. POLYMER TOP APPROXIMATE WEIGHT 501bs. SEE CONSTRUCTION DETAIL W4A FOR M 4NUFACTURING DETAIL FOR TWO HOLE COVER. 4. UNLESS APPROVED OTHERWISE IN WRITING, ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS (NOT IN THE ROADWAY, DRIVEWAYS OR SIDEWALKS). 5. METAL TOPS MAY B F UTILIZED IF SPECIFICALLY APPROVED BY A MANAGER OR BY METER 08M STAFF. WATER METER BOX & COVER FOR 1-1/2" AND 2" METERS JANUARY 2013 PLATE W-4 r •. •+; 1/2- CLEAR (FILL ANNULAR VOID W/SAND AFTER SETTING) 9-1/2- : • SET FLUSH WITH PAVEMENT OR 1•-6" 8" GRASS NOTE: CONCRETE VALVE JACKET COLLAR TO BE PLACED OVER ALL VALVES PER JEA STANDARDS MIN. COVER FINISH GRADE OR CO PAVEMENT 1 VALVE STEM EXTENSION ADJUSTABLE C.I. VALVE BOX REQUIRED TO MAINTAIN Y DEPTH TO OPERATING WITH COVER MARKED "WATER" NUT ON DEPRESSED MAIN WTH 36. OR MORE COVER OPERATING NUT OPEN LEFT i VALVE -E' MAIN . ...•...!..•.�. :1i , BODING„ WATER VALVE AND • DETAIL N.T.S. FOR GM DEM SEE GM %EE15, NO SIMM WALS FOR THE APROB E RALES FOR f1EM MGT CGYW N StAMW MWS, Ug CITY OF I LMW W" STAIEIQEIS 90° BEND (TO BE SMOOTH HOSE BIBB REMOVED) (TO BE REMOVED) L --WATER SHALL FLOW STRAIGHT DOWN Z IIT (NOTANGLE) aI��III FINISHED GRADE PIPE (X" SIZE MIN.) (TO BE REMOVED) ROUTE TO ROADWAY SHOULDER IF REQUIRED (SEE NOTES) BUSHING IF REQ. (TO BE REMOVED) 1" THREADED PLUG (TO BE INSTALLED AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED) 90° DEGREE BEND (TO BE REMOVED) 1" CORPORATION STOP CONNECTED DIRECTLY INTO SADDLE (TO REMAIN) 1" WATER SERVICE SADDLE (TO REMAIN)(NOTE THAT OUTLET, AT 3:00 OR 9:00 POSITION) WATER MAIN (SIZE & TYPE VARIES) NOTES: 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY S -IOULDERS (NON -TRAFFIC AREAS). 2. TIKE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING 8 FITTINGS (AS NOTED), A=TER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A S,>MPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE. 5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND POLICIES AS AS OUTLINED BY THE ENVIRONMENTAL R --SPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED STANDARDS. TEMPORARY SAMPLE TAP JANUARY2013 PLATE W-25 VENDOR LOGO o a ❑4.00 3.7500" LOGO AREA RECESSED.1250" DEEP WITH LOGO IN RAISED LETTERING .1250" IN HEIGHT. 0400- 02.00 400- 02.00 - FRAMED PICK HOLE SKID PROOF TEXTURE METAL DETECTOR PLATE INSTALLED BELOW LOGO (NOTE #5) c FRAMING BORDER LID HAS A 0.1250" CROWN FROM END TO END JANUARY 2013 PLATE W -4A R/W LINE CLEANOUT FRAME AND COVER, PVC FITTINGS, SCREW CAP HOLE 12" DIA. ROUND X 3" THICK CONCRETE PAD AROUND CAP. < ✓:- La o cy 6" PVC PIPE AND FITTINGS wz BACKFILL AS SPECIFIED Q' Ld Ld J 0_' s 6" MIN STANDARD SEWER QA CONNDECT TO EXIST. SERVICE Da}e•�® l WITH NECESSARY FITTINGS OR PLUG IF NO SERVICE. STANDARD PVC SEWER WYE, 6"X6" UNDISTURBED SOIL SEWER CLEANOUT N.T.S SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. CONSTRUCT 30 deg. STANDARD L.R. BEND CLEAN-OUT m en I 6" SERVICE PIPE 45 deg WYE 3 z 0_ J SINGLE WYE PLAN PLAN - SANITARY SERVICE CONNECTIONS N.T.S. EXIST. AND FINISH GRADE INSTALL CLEANOUT, SEE DETAIL SANITARY SEWER I' TO 2' TYP. DITCH SERVICE WYE DITCH 6" SERVICE PIPE BANK � W/RISER BANK RY AS 1.0 % MIN. SLOPE � 2_ `O SEE TRENCH DETAILS FOR BEDDING AND COMPACTION STOPPER OR CONNECTION w TO EXIST. LATERAL z N S CO TRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS PR IDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. LE TH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, T MINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. SECTION -SANITARY SERVICE CONNECTIONS N.T.S. r✓/ .411 M 00-0v v0v��g / SO 61 "F.v' Iii, E E R N' G C, R 0 N o, 7 '7��` 6 VIP 4950 W. KENNEDY BLVD, SUITE 600HR 11 21 14 DTE J`.� �,,,c ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 Phone: (813) 379-4100 REV. DATE DR CHK DESCRIPTION nA.; UTILITY DETAILS Fax: (813) 379-4040 er 21, \` ThomasEngineeringGroup.com DOCUMENT CONTROL FL0�21f A \�° 996 PROW. N0. FT140062 DWG. N0. C-10.0 ORIDA BUSINERT?(� AUTH. N0. 27528 y5°° 0.6875" 2.3750" $ 0.4375" Q� .0000"QOry 0.4688" TOP VIEWIDE ROFILE PROFILE ID HAS A 0.1250" CROWN P 15.000 FROM SIDE TO SIDE O `'sa• 2.00" 2.00" m 0 v 2 S 1�L 0• 2375 2.375 14 750" END PROFILE NOTES: 1. ALL DIMENSIONS ARE IN INCHES. 2. COLOR SHALL BE OFF-WHITE, NON -POROUS, SAND TEXTURED SATIN FINISH, 3. ALL TOPS SHALL MEET A-8 (ASTM C857) LOAD RATING. 4. THE LID SHALL BE CERTIFIED BY CELLNET TECHNOLOGY INC AND SENSUS METERING SYSTEMS TO BE RF COMPATIBLE WITH THE SENSUS MTU. 5. METAL DETECTOR PLATE SHALL BE DETECTABLE BY MAGNETIC LOCATE EQUIPMENT. WATER METER BOX POLYMER CONCRETE COVER MODEL No. 65 - TWO HOLE JANUARY 2013 PLATE W -4A R/W LINE CLEANOUT FRAME AND COVER, PVC FITTINGS, SCREW CAP HOLE 12" DIA. ROUND X 3" THICK CONCRETE PAD AROUND CAP. < ✓:- La o cy 6" PVC PIPE AND FITTINGS wz BACKFILL AS SPECIFIED Q' Ld Ld J 0_' s 6" MIN STANDARD SEWER QA CONNDECT TO EXIST. SERVICE Da}e•�® l WITH NECESSARY FITTINGS OR PLUG IF NO SERVICE. STANDARD PVC SEWER WYE, 6"X6" UNDISTURBED SOIL SEWER CLEANOUT N.T.S SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. CONSTRUCT 30 deg. STANDARD L.R. BEND CLEAN-OUT m en I 6" SERVICE PIPE 45 deg WYE 3 z 0_ J SINGLE WYE PLAN PLAN - SANITARY SERVICE CONNECTIONS N.T.S. EXIST. AND FINISH GRADE INSTALL CLEANOUT, SEE DETAIL SANITARY SEWER I' TO 2' TYP. DITCH SERVICE WYE DITCH 6" SERVICE PIPE BANK � W/RISER BANK RY AS 1.0 % MIN. SLOPE � 2_ `O SEE TRENCH DETAILS FOR BEDDING AND COMPACTION STOPPER OR CONNECTION w TO EXIST. LATERAL z N S CO TRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS PR IDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. LE TH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, T MINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. SECTION -SANITARY SERVICE CONNECTIONS N.T.S. r✓/ .411 M 00-0v v0v��g / SO 61 "F.v' Iii, E E R N' G C, R 0 N o, 7 '7��` 6 VIP 4950 W. KENNEDY BLVD, SUITE 600HR 11 21 14 DTE J`.� �,,,c ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 Phone: (813) 379-4100 REV. DATE DR CHK DESCRIPTION nA.; UTILITY DETAILS Fax: (813) 379-4040 er 21, \` ThomasEngineeringGroup.com DOCUMENT CONTROL FL0�21f A \�° 996 PROW. N0. FT140062 DWG. N0. C-10.0 ORIDA BUSINERT?(� AUTH. N0. 27528 v 25 �...�,� EDGE OF WATER _T v .', • 9/8/2014 TOP OF 00F 4;�' ° �� 300.00'(D) `PN88-17'50"E(D) 299..88'(F) — — x h 17.7°`� yep PROP. R5.1 30"x30" . N88'19'58"E( "DO NOT ENTER" SIGN 15 0.00'(FDO� 3 TOP SIGN `) PROP. R1-1 36"x36" S (SEE DETAIL THIS SHEET) 4 S' & R3.2 30"x30" "NO LEFT TURN" SIGN • , :,.) € � PROP. 24" WHITE THERMOPLASTIC STOP BAR (SEE DETAIL THIS SHEET)Clem . s. ... ' • 0 k STORM SEWER INDICATES POSSIBLE DRAINAGE EASEMENT Lf) 0 L; CONCRETE ?j' (TYPICAL) .__.ul CITY OF ATLANTIC BEACH RE #169398 0070 101141 METER 17-13.2 L3.2' u 300.11'(F) x a (BEARING BASIS) 300.00'(D) S88-17'50"W(F)(D)i I - zF CITY OF A TLANTIC BEA CH RE #169398 0070 ... __ _ __.__.._ a j T, Oq4~ � � X . __- 1 twx i_ __ X°x 250.00'(P) (Ja c� i x k N 88'36'45"E(P) E �.•.. :: — 249.85 (F) � �: h `.. S88-19'38"W(F) N. LINE OF FAIRWAY VILLAS j I ) H 50.00'(FDOT PLAT BOOK 39, PAGES 22 AND 22A LOT 51 I I ii js i LOT 50 1 _ 0 LOT 52 FAIRWAY VILLAS E I \ PLAT BOOK 39, PAGES 22-22A _0 L� cam �� 4 � sk., 5 02-26-15 DTR 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR TAMPA, FLORIDA 33609 DR Phone: (813) 379-4100 REV. DATE Fax: (813) 379-4040 ThomasEngineeringGroup.com PROPOSED ASPHAL VEME T 20 10 5 0 20 LT PAVEMENT "k wil kin= PROPOSED FDOT A 1 "= 20' EMENT v PROPOSED CONCR PAVE NT a. a . a a PROPOSED CONCR DRIVE AY PER FDOT INDEX 515 10 PROPOSED PARKIN ACE LINT PROPOSED SIGN PROPOSED PAVEME ARKI G SIGNAGE w N® JL ES: 1. ALL PAVEMENT MARKINGS AND SIGNAGE SH BE I ACCORDANCE WITH THE "MANUAL ON UNIFO RA IC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LAT EDI ON; AND LOCAL LAND DEVELOPMENT CODE. 2. FREE STANDING SIGNAGE SHOWN ONLY FOR RE NTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPA ELY. O ORF R PERMITTED LOCATION AND SIZE. O ,OP, R1.1 3 EE DETAIL '06" STOP SIGN HIS SHEET) \ I o ^ -PROP,24, HITE THERMOPLASTIC 5 STOP BA , SEE DETAIL THIS SHEET) 101141 METER 17-13.2 L3.2' u 300.11'(F) x a (BEARING BASIS) 300.00'(D) S88-17'50"W(F)(D)i I - zF CITY OF A TLANTIC BEA CH RE #169398 0070 ... __ _ __.__.._ a j T, Oq4~ � � X . __- 1 twx i_ __ X°x 250.00'(P) (Ja c� i x k N 88'36'45"E(P) E �.•.. :: — 249.85 (F) � �: h `.. S88-19'38"W(F) N. LINE OF FAIRWAY VILLAS j I ) H 50.00'(FDOT PLAT BOOK 39, PAGES 22 AND 22A LOT 51 I I ii js i LOT 50 1 _ 0 LOT 52 FAIRWAY VILLAS E I \ PLAT BOOK 39, PAGES 22-22A _0 L� cam �� 4 � sk., 5 02-26-15 DTR 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR TAMPA, FLORIDA 33609 DR Phone: (813) 379-4100 REV. DATE Fax: (813) 379-4040 ThomasEngineeringGroup.com PROPERTY LINE PROPOSED BUILDIN PROPOSED ASPHAL VEME T 20 10 5 0 20 LT PAVEMENT "k wil kin= PROPOSED FDOT A 1 "= 20' EMENT PROPERTY LINE PROPOSED BUILDIN STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION 24" WHITE THERMOPLASTIC STOP BAR 12' MIN. v N STOP BAR DETAIL NOT TO SCALE RED BACKGROUND 36"X36" STOP SIGN DETAIL (131-1) NOT TO SCALE 0 r` 0? ro 18" PARKING BY DISABLED PERMIT ONLY ENFORCED MINIMUM FINE $ 250.00 NHITE LETTERS FTP26 PER FDOT INDEX NO. 17355 (4.6.4) FTP55 PER FDOT INDEX NO. 17355 6" DIAMETER GALVANIZED STEEL PIPE BOLLARD FINISHED GRADE NOTES 1. HANDICAPPED SIGN WILL BE OF A D.O.T. (BLUE) COLOR PAVEMENT BORDER LINES (ONE ON EACH SIDE) OF THE HANDICAPPED SPACE WILL BE OF A BLUE COLOR OF A QUALITY EQUIVALENT TO SUPER STRIPE TRAFFIC PAINT SOLD BY FOX VALLEY SYSTEMS INC. OF CARY ILLINOIS, PHONE 1-800-323-4770 SHALL BE STRIPED ON THE WEARING SURFACE OF EACH SPACE DESIGNED FOR THE HANDICAPPED SPACE. ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE ACCESSIBLE TRUNCATED DOMES SIDEWALK (SEE DETAIL) PARKING SIGN (SEE DETAIL SHEET C-7) (SEE DETAIL) b .. ,, a a a° a°°° n aaan as a an aaaoa° n a San as ma9aaa aofle�aaa°agog � .: @J aaaanaaepaonaa n `annam�aaan°waaanna�aan°aa°ama naaa aaan v s NON ADA PARKING SPACE - 4— SEE PLANS FOR SIZE 9'.111 12' MIN. 11.1 5'00'Z. PAVEMENT LOGO PER FDOT INDEX NO. 17346, SIZE 3 OR 5 FEET IN HEIGHT AND WHITE IN COLOR BLUE WHITE 6" 6" ACCESSIBLE PARKING SPACES AND WHITE PER FDOT ACCESS AISLES SHALL BE LEVEL WITH INDEX NO. 17346 SURFACE SLOPES NOT EXCEEDING BLUE STRIPES PER (4.6.4) 1:50 (2 %) IN ALL DIRECTIONS (4.6.3) AND! OR [316.1955] (4xa) ADA PARKING SPACE DETAIL LEGEND NOT TO SCALE (4.6.3) FLORIDA ACCESSII [316.1955] FLORIDA STATUES 0t10MASR,,zqs��/// 0@&&A0!J LIUI� L►CE SF 0, 0@&&A0 77 FDOT ACCESS ;moo•• ATLANTIC BEACH, FL DESCRIPTION Dair��°I$ �; PAVEMENT MARKING AND SIGNAGE PLAN DOCUMENT CONTROL 11 FLORIdfyI�11 N PROJ. N0. FT140062 DWG. N0. C-11.0 FLORIDA BUSINE qER EALITN. No. 27528 PROPOSED ASPHAL VEME T PROPOSED HEAVY ASP LT PAVEMENT "k wil kin= PROPOSED FDOT A LT P EMENT v PROPOSED CONCR PAVE NT a. a . a a PROPOSED CONCR DRIVE AY PER FDOT INDEX 515 10 PROPOSED PARKIN ACE LINT PROPOSED SIGN PROPOSED PAVEME ARKI G SIGNAGE w N® JL ES: 1. ALL PAVEMENT MARKINGS AND SIGNAGE SH BE I ACCORDANCE WITH THE "MANUAL ON UNIFO RA IC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LAT EDI ON; AND LOCAL LAND DEVELOPMENT CODE. 2. FREE STANDING SIGNAGE SHOWN ONLY FOR RE NTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPA ELY. CONTRACTOR TO COORDINATE WITH SIGN V ORF R PERMITTED LOCATION AND SIZE. STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION 24" WHITE THERMOPLASTIC STOP BAR 12' MIN. v N STOP BAR DETAIL NOT TO SCALE RED BACKGROUND 36"X36" STOP SIGN DETAIL (131-1) NOT TO SCALE 0 r` 0? ro 18" PARKING BY DISABLED PERMIT ONLY ENFORCED MINIMUM FINE $ 250.00 NHITE LETTERS FTP26 PER FDOT INDEX NO. 17355 (4.6.4) FTP55 PER FDOT INDEX NO. 17355 6" DIAMETER GALVANIZED STEEL PIPE BOLLARD FINISHED GRADE NOTES 1. HANDICAPPED SIGN WILL BE OF A D.O.T. (BLUE) COLOR PAVEMENT BORDER LINES (ONE ON EACH SIDE) OF THE HANDICAPPED SPACE WILL BE OF A BLUE COLOR OF A QUALITY EQUIVALENT TO SUPER STRIPE TRAFFIC PAINT SOLD BY FOX VALLEY SYSTEMS INC. OF CARY ILLINOIS, PHONE 1-800-323-4770 SHALL BE STRIPED ON THE WEARING SURFACE OF EACH SPACE DESIGNED FOR THE HANDICAPPED SPACE. ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE ACCESSIBLE TRUNCATED DOMES SIDEWALK (SEE DETAIL) PARKING SIGN (SEE DETAIL SHEET C-7) (SEE DETAIL) b .. ,, a a a° a°°° n aaan as a an aaaoa° n a San as ma9aaa aofle�aaa°agog � .: @J aaaanaaepaonaa n `annam�aaan°waaanna�aan°aa°ama naaa aaan v s NON ADA PARKING SPACE - 4— SEE PLANS FOR SIZE 9'.111 12' MIN. 11.1 5'00'Z. PAVEMENT LOGO PER FDOT INDEX NO. 17346, SIZE 3 OR 5 FEET IN HEIGHT AND WHITE IN COLOR BLUE WHITE 6" 6" ACCESSIBLE PARKING SPACES AND WHITE PER FDOT ACCESS AISLES SHALL BE LEVEL WITH INDEX NO. 17346 SURFACE SLOPES NOT EXCEEDING BLUE STRIPES PER (4.6.4) 1:50 (2 %) IN ALL DIRECTIONS (4.6.3) AND! OR [316.1955] (4xa) ADA PARKING SPACE DETAIL LEGEND NOT TO SCALE (4.6.3) FLORIDA ACCESSII [316.1955] FLORIDA STATUES 0t10MASR,,zqs��/// 0@&&A0!J LIUI� L►CE SF 0, 0@&&A0 77 FDOT ACCESS ;moo•• ATLANTIC BEACH, FL DESCRIPTION Dair��°I$ �; PAVEMENT MARKING AND SIGNAGE PLAN DOCUMENT CONTROL 11 FLORIdfyI�11 N PROJ. N0. FT140062 DWG. N0. C-11.0 FLORIDA BUSINE qER EALITN. No. 27528 Median - Offset zone: a. Behind an existing barrier, b. More than 2' behind the curb, Work Area c. 15' or more from the edge of travel way. GENERAL NOTES 1. If the work operation (excluding establishing and terminating the work area), requires that two or more work vehicles cross the offset zone in any one hour, ROAD WORK #* AHEAD �_.._...... _...... \` SPEEDING FINES DOUBLED WHEN WORKERS PRESENT GENERAL NOTES 1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic. 2. On undivided highways the median signs as shown are to be omitted. DISTANCE BETWEEN SIGNS traffic control will be in accordance with Index No. 612. Spacing (ft.) A B C 40 mph or less 200 200 200 2. No special signing is required. 350 35O 350 50 mph 500 500 500 3. This index also applies when work is being performed on a multilane undivided 1 2640 1640 1000 25 50 30 50 highway. 25 50 50 100 Transition) 4, This index also applies to work performed in the median behind an existing Dist. L Notes barrier or more than 15' from the edge of travel way, both roadways. Work arrow board, and buffer space may be omitted if all f the following conditions (ft.) performed in the median behind curb and gutter shall be in accordance with (Merge) 25 155 Index No. 612. WS=' L 60 30 200 180 5. When -a side road intersects the highway within the work area, additional traffic 245 40 305 SYMBOLS control devices shall be placed in accordance with other applicable TCZ indexes. 360 540 ® Work Area 50 425 j 600 55 495 - -570 660 6. When construction activities encroach on a sidewalk, refer to Index No. 660. 720 CONDITIONS Lane Identification + Direction of Traffic 70 730 840 rotating, flashing, oscillating; or strobe lights moue ed above the cab height 7. For general TCZ requirements and additional information, refer to Index No. 600, WHERE ANY VEHICLE, EQUIPMENT, and operating. devices shall be placed in accordance with other applicable TCZ Indexes. WORKERS AND THEIR ACTIVITIES close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel 7. For general TCZ requirements and additional information, refer to index No. 600. ARE BEHIND AN EXISTING BARRIER, way. See Index No. 612 for shoulder taper formulas. MORE THAN 2' BEHIND THE CURB, ® Work Area SIDEWALK CLOSED OR 5' OR MORE FROM THE EDGE Sign With 18"x 18" (Min.) 7. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in OF TRAVEL WAY. Orange Flag And Type B Light accordance with other applicable TCZ Indexes. rotating, flashing, oscillating, or strobe lights operating. LAST Z DESCRIPTION: CONDITIONS FDOT 2014 FDOT highway. See index No. 614. � -�'- Work Zone Sign SHEET REVISION tn ■o■ Advance Warning Arrow Board 9. For general TCZ requirements and additional in refer to Index No. 600. MULTILANE WORK OUTSIDE SHOULDER NO. NO. 07/01/05 W TO EiTHER SHOULDER AND THE = DESIGN STANDARDS AREA 2' OUTSIDE THE EDGE OF 611 1 Of 1 TRAVEL WAY. a Z DESCRIPTION: FDOT 2014 MULTI[]LANE W OIf K WITHIN TRAVEL WAY iNNO x SHEET REVISION , 07101109 ROAD WORK #* AHEAD �_.._...... _...... \` SPEEDING FINES DOUBLED WHEN WORKERS PRESENT GENERAL NOTES 1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic. 2. On undivided highways the median signs as shown are to be omitted. DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A B C 40 mph or less 200 200 200 45 mph 350 35O 350 50 mph 500 500 500 *55 mph or greater 1 2640 1640 1000 B C RIGHTLANE CL OSED AHEAD - Median White Refiectorized Pavement Markings ■ Work Area I D N Taper Length=L Buffer Space T 500' See Table 11 See Table 11 _l Device Spacing -Taper Device Spacing -Tangent 100' See Table 1 See Table I END ROAD WORK Table I Device S acro Speed (mph) Max. Distance Between Devices (ft.) Cones or Tubular Markers Type I or Type 11 Barricades or Vertical Panels or Drums Taper I Tangent Taper Tanent 25 25 50 25 50 30 to 45 25 50 30 50 50 to 7A 25 50 50 100 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For la eral transitions other than 12', use Where.: L = Length of taper in feet W = Width of lateral transition in feet S = Posted speed limit (mph) 3. When work is performed in the median lane on divided highways, the channelizing device plan is inverted and left lane closed and lane ends signs substituted for the right lane closed and lane end signs. Table II Buffer Space and Taper Length The same applies to undivided highways with the following exceptions: 25 50 25 50 Buffer Taper Length Sp, Sed 1. Temporary white edgeline may be omitted for work op Space (12' Lateral (_pI consecutive calandar days. 50 Transition) across the trailing end of the work area. Dist. L Notes When work on undivided highways occurs across the centerline so as to encroach on both median lanes, arrow board, and buffer space may be omitted if all f the following conditions (ft.) (ft.) (Merge) 25 155 125 WS=' L 60 30 200 180 35 250 245 40 305 320 45 360 540 L = WS 50 425 j 600 55 495 - -570 660 60 720 65 645 780 70 730 840 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For la eral transitions other than 12', use Where.: L = Length of taper in feet W = Width of lateral transition in feet S = Posted speed limit (mph) 3. When work is performed in the median lane on divided highways, the channelizing device plan is inverted and left lane closed and lane ends signs substituted for the right lane closed and lane end signs. lJ' A ROAD WORK SPEEDING FINES AHEAD DOUBLED WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A I B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 Medran - 7 ■ ■ ■ ■ ■ . , ■ ■ ■ ■ ■ j ■ ■ ■ ■ ■ i Work Area / B Taper Length = V3L See Table 11 Device Spacing -Taper Device Spacing -Tangent See Table I See Table I Table 1 Device Spavin Speed (mph) DURATION NOTES i Type i or Type 11 Cones or Tubular Markers Barricades or Vertical Panels or Drums The ROAD WORK 1 MILE sign may be used The same applies to undivided highways with the following exceptions: 25 50 25 50 30 to 45 as an alternate to the ROAD WORK AHEAD a. Work shall be confined within one median lane. 1. Temporary white edgeline may be omitted for work op rations less than 3 sign and the RIGHT LANE CLOSED V2 MILE b. Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and consecutive calandar days. 50 sign may be used as an alternate to the across the trailing end of the work area. 2. For work operations up to approximately IS minutes, igns, channelizing devices, RIGHT LANE CLOSED AHEAD sign. When work on undivided highways occurs across the centerline so as to encroach on both median lanes, arrow board, and buffer space may be omitted if all f the following conditions ** 500' beyond the ROAD WORK AHEAD sign or the inverted plan is applied to the approach of both roadways. are met: midway between signs whichever is Jess. work area. a. Speed limit is 45 mph or less. Orange Flag And Type B Light m 4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE b. No sight obstructions to vehicles approaching the work area for a distance 2. This TCZ plan also applies to work performed in the median more than 2' but details (sheet 2 of 2) when no work is being performed and the highway is open to traffic. equal to the buffer space and the taper length combined. less than 15' from the edge of travelway. c. Volume and complexity of the roadway has been considered. 3. When work is being performed on a multilane undivided roadway the signs 5. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the d. The closed lane is occupied by a class 5 or larger, medium duty truck(s) with work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. a minimum gross weight vehicle rating (GWVR) of 16,001 ib with high-intensity, SIDEWALK 5. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign. rotating, flashing, oscillating; or strobe lights moue ed above the cab height SYMBOLS 6. When paved shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to and operating. devices shall be placed in accordance with other applicable TCZ Indexes. M O N close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel 7. For general TCZ requirements and additional information, refer to index No. 600. N b way. See Index No. 612 for shoulder taper formulas. 3. For work operations up to 60 minutes, arrow board and buffer ® Work Area SIDEWALK CLOSED space may be omitted if conditions a, b, and c in DURATION NOTE 2 Sign With 18"x 18" (Min.) 7. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in are met, and vehicles in the work area have high-intet sity, Orange Flag And Type B Light accordance with other applicable TCZ Indexes. rotating, flashing, oscillating, or strobe lights operating. ■ Channelizing Device (See Index No. 600) 8. This TCZ plan does not apply when work is being performed in the middle lane(s) of a six or more lane CONDITIONS =.; DESIGN STANDARDS highway. See index No. 614. � -�'- Work Zone Sign ■o■ Advance Warning Arrow Board 9. For general TCZ requirements and additional in refer to Index No. 600. WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EiTHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF TRAVEL WAY. LAST Z DESCRIPTION: FDOT 2014 MULTI[]LANE W OIf K WITHIN TRAVEL WAY iNNO x SHEET REVISION , 07101109 w DESIGN STANDARDS MEDIAN OR OUTSIDE CARTE 613 1 Of 2 a lJ' A ROAD WORK SPEEDING FINES AHEAD DOUBLED WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A I B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 Medran - 7 ■ ■ ■ ■ ■ . , ■ ■ ■ ■ ■ j ■ ■ ■ ■ ■ i Work Area / B Taper Length = V3L See Table 11 Device Spacing -Taper Device Spacing -Tangent See Table I See Table I Table 1 Device Spavin Speed (mph) Max. Distance Between Devices (ft.) i Type i or Type 11 Cones or Tubular Markers Barricades or Vertical Panels or Drums Taper Tangent) Taper Tangent 25 25 50 25 50 30 to 45 25 50 1 30 50 50 to 70 25 50 50 100 0 Speed (mph) ir3L (ft.) 8 ry --500' beyond the ROAD WORK AHEAD sign or 25 9 midway between signs whichever is less. 30 ... _............... 35 b o 40 GENERAL NOTES 45 120 150 180 1. If the work operation encroaches on the through traffic lanes or when four or the through traffic lanes in 50 SYMBOLS more work vehicles enter a one hour period b 60 (excluding establishing and terminating the work area), a fiagger shall be 65 ® Work Area provided and a FLAGGER sign shall be substituted for the WORKERS sign. The 187 1 233 280 fiagger shall be positioned at the point of vehicle entry or departure from the Sign With 18" X 18" (Min.) work area. Orange Flag And Type B Light m 2. This TCZ plan also applies to work performed in the median more than 2' but ■ Channelizing Device (See Index No. 600) less than 15' from the edge of travelway. Work Zone Sign 3. When work is being performed on a multilane undivided roadway the signs 3 normally mounted in the median (as shown) shall be omitted. Lane Identification + Direction of Traffic 4. WORKERS signs to be removed or full covered when no work is being g y g performed. SIDEWALK 5. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign. a a 6. When a side road intersects the highway within the TTC zone, additional TTC N CLOSED devices shall be placed in accordance with other applicable TCZ Indexes. M O N 7. For general TCZ requirements and additional information, refer to index No. 600. N b LAST Z DESCRIPTION: SIDEWALK CLOSED FDOT 2014 REVISION vj AHEAD 07/01/07 w =.; DESIGN STANDARDS Temporary Crosswalk Marking 3a3H ss0a� 1 1 Table 11 Taper Length - Shoulder Speed (mph) ir3L (ft.) Notes LY 25 28 35 42 W S= L= 60 30 ... _............... 35 40 50 60 _._........ -.... - ............. ..._._- .... ._..._ 55 68 82 40 72 90 107 45 120 150 180 N 50 ROADWORK Table 11 Taper Length - Shoulder Speed (mph) ir3L (ft.) Notes 8' 10' 12' Shldr. Shldr. Shldr. 25 28 35 42 W S= L= 60 30 ... _............... 35 40 50 60 _._........ -.... - ............. ..._._- .... ._..._ 55 68 82 40 72 90 107 45 120 150 180 L=WS 50 133 167 200 55 147 183 220 60 160 200 240 65 173 217 260 70 1 187 1 233 280 8' minimum shoulder width, rl3L =Length of shoulder taper in feet W = Width of total shoulder in feet (combined paved and unpaved width) DURATION NOTES 1.ns an channelizing devices may be omitted if all of the S = Posted speed limit (mph) owin onditions are met: York erations are 60 minutes or less. ehict in the work area have high-intensity, rotating, lashi , oscillating, or strobe lights operating. arm OV3Nb' 03SO1� N1HM301S CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. INDEX SHEET NO. NO. 612 1 of 1 AHM)i1VM NVNIS303d PEDESTRIAN WALKWAY Old \�PEDESTRIAN (j l j� M BL K SIDEWALK MID -BLOCK SIDEWALK CLOSURE ® CROSSWALK V U OSURE WITH TEMPORARY 'WALKWAY a CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS 0 GENERAL NOTES q 1. Only the signs controlling pedestrian flows are shown. Other 7. When construction ivitie involve sidewalks on both sides of the street, 3 work zone signs will be needed to control traffic on the streets. efforts should be e to tage the construction so that both sidewalks are not out of service at same ime. 2. For spacing of traffic control devices and general TCZ requirements refer, to Index No. 600. Maximum spacing between 8. In the event that walk on both sides of the street are closed, pedestrians barricades, vertical panels; drums or tubular markers shall not shall be guided a d the onstruction zone. be greater than 25'. CONDITIONS 9. Temporary walkwa hall a minimum of 4' wide with a maximum 0.02 cross a 3. Street lighting should be considered. slope and a maxi 0.05 nning slope between ramps. Temporary walkways WHERE ANY VEHICLE, EQUIPMENT less than 5' in wi hall Ovide fbr a 5' x 5' passing space at intervals not WORKERS OR THEIR ACTIVITIES 4. For nighttime closures use Type A flashing warning lights on to exceed 200'. Te rary mps shall meet the requirements for curb ramps ENCROACH ON THE SIDEWALK FOR A barricades supporting signs and closing sidewalks. Use Type C specified in Index 304. emporary walkway surfaces and ramps shall be PERIOD OF MORE THAN 60 MINUTES. SYMBOLS steady -burn lights on channelizing devices separating the work stable, firm, slip stant nd kept free of any obstructions and hazards such o ®area from vehicular traffic. as holes, debris, con -uction equipment, stored materials, etc. Work Area ■ Channelizing Device (See Index No. 600) 5. Pedestrian traffic signal display controlling closed crosswalks 10. Temporary ramps tem rary crosswalk markings shall be removed with shall be covered or deactivated. reopening of the walk, nless otherwise noted in the plans. All work and 4 Work Zone Sign materials associat with nstructing temporary curb ramps and temporary o Required Locations for Either Temporary 6. Post Mounted Signs located near or adjacent to a sidewalk shall crosswalk marking emov and disposal of temporary curb ramps and CR have a 7' minimum clearance from the bottom of sign to the temporary crossw nark( s, and restoration to original condition shall be Or Permanent Curb Ramps. sidewalk. paid for as Maint Ice of raffic, Lump Sum. � Lane Identification + Direction of Traffic 11. A pedestrian longi nal c nnelizing device shall be placed across the full N ■-r Pedestrian Longitudinal Channelizing Device width of the close dewa 4 LAST Z DESCRIPTION: FDOT 2014 p INDEX SHEET REVISION PE DE S T N ONTRO]L FOR CLOSURE OF SIDEWALKS NO. NO. 07/01/13 cc = DESIGN STANDARDS 660 1 of 1 �� OOevv� oe� �1GEIV'° .F0qik\1"4H- 0 M 1-10 - _ Nva. T1998 -- 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR DTE '.� ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 - , Phone: (813) 379-4100 REV. DATE DR CHK DESCRIPTION A IV� .I , t. TRAFFIC CONTROL PLAN Fax: (813) 379-4040 `d� 9Yf 1, I,\" ThomasEngineeringGroup.com DOCUMENT CONTROL FLOtI \)'7996 PROJ. N0. FT140062 DWG. N0. C-12.0 FLORIDA BUSIN 9 BERT. b AUTH. No. 27528 ti ■ C(13S010 �i�dM30IS m 3 SIDEWALK CLOSED Q. • SIDEWALK CLOSED AHEAD ROSC S HERE � -�'- arm OV3Nb' 03SO1� N1HM301S CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. INDEX SHEET NO. NO. 612 1 of 1 AHM)i1VM NVNIS303d PEDESTRIAN WALKWAY Old \�PEDESTRIAN (j l j� M BL K SIDEWALK MID -BLOCK SIDEWALK CLOSURE ® CROSSWALK V U OSURE WITH TEMPORARY 'WALKWAY a CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS 0 GENERAL NOTES q 1. Only the signs controlling pedestrian flows are shown. Other 7. When construction ivitie involve sidewalks on both sides of the street, 3 work zone signs will be needed to control traffic on the streets. efforts should be e to tage the construction so that both sidewalks are not out of service at same ime. 2. For spacing of traffic control devices and general TCZ requirements refer, to Index No. 600. Maximum spacing between 8. In the event that walk on both sides of the street are closed, pedestrians barricades, vertical panels; drums or tubular markers shall not shall be guided a d the onstruction zone. be greater than 25'. CONDITIONS 9. Temporary walkwa hall a minimum of 4' wide with a maximum 0.02 cross a 3. Street lighting should be considered. slope and a maxi 0.05 nning slope between ramps. Temporary walkways WHERE ANY VEHICLE, EQUIPMENT less than 5' in wi hall Ovide fbr a 5' x 5' passing space at intervals not WORKERS OR THEIR ACTIVITIES 4. For nighttime closures use Type A flashing warning lights on to exceed 200'. Te rary mps shall meet the requirements for curb ramps ENCROACH ON THE SIDEWALK FOR A barricades supporting signs and closing sidewalks. Use Type C specified in Index 304. emporary walkway surfaces and ramps shall be PERIOD OF MORE THAN 60 MINUTES. SYMBOLS steady -burn lights on channelizing devices separating the work stable, firm, slip stant nd kept free of any obstructions and hazards such o ®area from vehicular traffic. as holes, debris, con -uction equipment, stored materials, etc. Work Area ■ Channelizing Device (See Index No. 600) 5. Pedestrian traffic signal display controlling closed crosswalks 10. Temporary ramps tem rary crosswalk markings shall be removed with shall be covered or deactivated. reopening of the walk, nless otherwise noted in the plans. All work and 4 Work Zone Sign materials associat with nstructing temporary curb ramps and temporary o Required Locations for Either Temporary 6. Post Mounted Signs located near or adjacent to a sidewalk shall crosswalk marking emov and disposal of temporary curb ramps and CR have a 7' minimum clearance from the bottom of sign to the temporary crossw nark( s, and restoration to original condition shall be Or Permanent Curb Ramps. sidewalk. paid for as Maint Ice of raffic, Lump Sum. � Lane Identification + Direction of Traffic 11. A pedestrian longi nal c nnelizing device shall be placed across the full N ■-r Pedestrian Longitudinal Channelizing Device width of the close dewa 4 LAST Z DESCRIPTION: FDOT 2014 p INDEX SHEET REVISION PE DE S T N ONTRO]L FOR CLOSURE OF SIDEWALKS NO. NO. 07/01/13 cc = DESIGN STANDARDS 660 1 of 1 �� OOevv� oe� �1GEIV'° .F0qik\1"4H- 0 M 1-10 - _ Nva. T1998 -- 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR DTE '.� ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 - , Phone: (813) 379-4100 REV. DATE DR CHK DESCRIPTION A IV� .I , t. TRAFFIC CONTROL PLAN Fax: (813) 379-4040 `d� 9Yf 1, I,\" ThomasEngineeringGroup.com DOCUMENT CONTROL FLOtI \)'7996 PROJ. N0. FT140062 DWG. N0. C-12.0 FLORIDA BUSIN 9 BERT. b AUTH. No. 27528