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301 AHERN ST RES17-0269 RES APP REVIEW ri�>>`br City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) - cf 800 Seminole Road V__ II - c)3. c., wis� Atlantic Beach, Florida 32233-5445 \ Phone (904)247-5826 • Fax(904) 247-5845 `,<1951A9`, E-mail: building-dept@coab.us Date routed: It IIS S 111 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3O l A W-( 0 Sk , Department review required Yes No n \ uilding� Applicant: �. ( bCL n P com.ts l.-tJR \. is {i y Planning &Zonin , Tree Administrator Project: VI-Lt.-3 k3 v.,)„ A\f)D A Q evf1S-(it0,-,.)4 blic oval r�cs'� -ublic Uti i ies Public Safety Fire Services ) Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers _ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ['Denied. I 'Not applicable (Circle one.) Comments: BUILDING 77,, PLANNING &ZONING Reviewed b Date: 1 VL� �} Y:. TREE ADMIN. Second Review: Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable Comments: I1 ., Reviewed by: Date: Revised 05/19/2017 ,t,.../.,;,.,, Building Permit Application rn City of Atlantic Beach r 800 Seminole Road, Atlantic Beach, FL 32233 `mus sfr Phone: (904) 247-5826 Fax: (904) 247-5845 cyl A 30�0��3 Job Address: ar} , CI 1-�,-r--� �..}-. A-I-1=.1r-r1-+'c.,b�q�y� F'1 Permit Number: ���� � � Legal Description See Attached RE# 169742-000, 169737-0000,169737-0010 Valuation of Work(Replacement Cost)$ 200,000.00 Heated/Cooled SF 1823 Non-Heated/Cooled 639 • Class of Work(Circle one : New ddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): 1 ommerc :I Residential • If an existing structure,is a fire sprinkler system installed? Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: New Townhome Construction Florida Product Approval# See Attached for multiple products use product approval form Property Owner Information Name: Ahern Project TH LLC Address: 830-13 A1A North#170 City Ponte Vedra Beach State FL Zip 32082 Phone (904)219-5003 E-Mail rjohnston.mec@gmail.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Urban Partners Construction Qualifying Agent: Edmundo Gonzalez Address 3236 Beach Blvd. City Jacksonville State FL Zip 32207 Office Phone (904)270-2225 Job Site/Contact Number (904)591-7929 State Certification/Registration# CGC 1518379 E-mail eg@urbanpartnersgroup.com Architect Name&Phone# Mark Macco(904)249-2724 Engineer's Name&Phone# Bradford Davis(904)739-3655 Workers Compensation Builder Mutual Insurance Co.WCP 104191601 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBT IN FINANCIN ,, CONSULT WITH YOUR LEND• ' ' ' AN ATTORNEY B •RE REC DI YO ()TICE OF COMMENCEMENT. isr (Signat a of Owner or Agent including Contractor) v., (Signatu,-of Con / or) Signed and sworn to(or affirmed)before me this A....v-day of Sig ed and sworn to(or affymed)be •re me this day of 1 I ,a..1--) ,by Q.'c:.uC ^.Jvr-,r7. 5-1-r-,n ,o7V4—I/ y C.C,1 ....r-,da C-Tor-i7._cii�.2 i — If. Z .�- -r -iy (Signature of Notary) (Signature of Notary) AL. ';p!,:z.• TALIADAHLKE .„.,;!..;!.'':FR.,„ TALIADAHLKE I ., '.. '.• . [/Personally Known OR ' s: MY COMMISSION#GG 094490 ' Personally Known OR 4 �i, MY COMMISSION#GG 094490 [ ]P}oduced Identification y..ii.:_ EXPIRES 1 ';F�u EXPIRES:Apnl16,2021 � Produced Identification .,��� Type of Identification: ."•:::Y.';,%1':.:'.. 30 Th „:ApN 16• .2021 ype of Identification: , F. Bonded Thru Notary Public Linden/titan . 6040.;, ..0............. �w�w■r.•r•r��.■r a■g -t Legal Description: A Replat of Lots 2, 4, 6, 8, 10 and 12, Block 2, Plat No. 1 Subdivision "A" Atlantic Beach, as Recorded in Plat Book 5, Page 69 of the Current Public Records of the City of Jacksonville, City of Atlantic Beach, Duval County, Florida, Address RE#: 542 EAST COAST DR RE# 169742-0000 329 AHERN STREET RE# 169737-0000 331 AHERN STREET RE# 169737-0010 C 0 0) Q E 0 c 0 Cl) 0 r r 00 0 N N > O 7q d LU O U • A LANTIC B ACH P",T COASTt' RE# 169742 T RE# 169 1111 ,-�.::::RN STREE ERN STREET RE# 169737�0010 Prepared By. PR05o0FR TM Community - Management - Energy - Relationships 13901 Sutton Park Drive S11>uth, Suite 200 Jacksonville, Florida 3 ?224-0229 Office 904.79.3655 Fax 904.70.3413 www. prosseri nc. com Florida Certificate of A thorization Number: 00004 )50 ��,Hmn1n»tlrrnrArpry' ',ORD: c Name: J. BRAT rFp"m2sp N r�bdr: FL # 62576 •Z� SE OF OP Signature: sus►0 N A\ - VICINITY MAP NTS NO. DATE REVISION 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 12/22/2C17 3rd SUB',IITTAL C2.0 EXISTING CONDITIONS - DEMOLITION PLAN C3.0 SITE LAYOUT C4.0 GRADING & DRAINAGE PLAN C5.0 UTILITY PLAN C6.1 Prosser No. 11b073.U1 DEVELOPER: AHERN TH PROJECTS, LLC ATTN: RICK JOHNSTON 830-13 All N PONTE VEDRA BEACH, FL 32082 0 ENGINEER: PROSSER, INC. MR. J. BRADFORD DAVIS, PE 13901 SUTTON PARK DRIVE SOUTH, SUITE 200 JACKSONVILLE, FL 32224-0229 PHONE: (904) 739-3655 FAX: (904) 730-3413 <y. Oa �lp vswi 4i �1\ ®ctvat��3 eta � �i•t� 0. ".5 j 1�_ I 5"ux 13 Ij(3 E)(CEPTIOt4S EXCEPTIONS As NOTED Cn 2- C_ o L CU T CM N W O E O CU C M c co �c E E O U C/)LU DRAWING INDEX SHEET NUMBER SHEET TITLE. _ COVER SHEET OW SURVEY _ PRELIMINARY PLAT _ C1.0 GENERAL NOTES C2.0 EXISTING CONDITIONS - DEMOLITION PLAN C3.0 SITE LAYOUT C4.0 GRADING & DRAINAGE PLAN C5.0 UTILITY PLAN C6.1 GRADING & DRAINAGE DETAILS C6.2 GRADING & DRAINAGE DETAILS C7.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C8.0 STORMWATER POLLUTION PREVENTION PLAN U)0 � STORMWATER POLLUTION PREVENTION PLAN - C9.0 CONTRACTORS CERTIFICATION LP -1 LANDSCAPE PLAN AND DETAILS LP -2 LANDSCAPE SPECIFICATIONS M-1 MITIGATION PLAN ISSUED: MAY, 2017 <y. Oa �lp vswi 4i �1\ ®ctvat��3 eta � �i•t� 0. ".5 j 1�_ I 5"ux 13 Ij(3 E)(CEPTIOt4S EXCEPTIONS As NOTED Cn 2- C_ o L CU T CM N W O E O CU C M c co �c E E O U C/)LU O = � U OW N = m Z U U) C Q QO Oz O HQ w wo Z -� CU ¢.. W 2� U Z Q CU 0 O N a) N O LC? N{j (0 U) O L0 r N N M E O O N 6) O OLo U 7-51 O U) C Q QO O 0 00) 0) w wo YH 00(D CU a— o c 5 U Z 00 X LL CU U)0 � � r O LL 0) co r JOB No. 2017-179 1 1 6 _ I --- 104+*' 6' PLASTIC FENCE 11_ 10.2 /' 0.6' CONIC CURB CB=9.70 9.8o N INV=6.25 �- (W) S INV=6.28 (E) S INV=7.12 4 4' CLF 1 1 1 4' 49 gg A� 6' PLASTIC FENCE% 10.1 I 50 (P) 9 � 14.5' DIAMETER METAL LID g FOR LIFT STATION ®6" PIC 9. 0---i0----x-3.2' SQUARE METAL L FOR LIFT STATION CB P=9.69 I 10' PVC GOES INTO LIF STA I UNABLE TO OBTAIN I R" 9' I 8" PVC DIR 10.7' I ®� I CONIC I I I T I O 9 2 I :T7 D I �I I m ) I � V I 12 ODv rn I LA --A I � i I _ I L I 9.57 I 9.58 I 9.7 9. 2 9.55 9.50 I 0.6 60 I ►U I 10.6 1 64 N'LY RAW uNE . 466.93 TE LOCATION OF A BEND N PIPE-UN'ERGR UND 9 480N S83'21' 50 W 90 DEGREE9.22 SS- 9.36 a5 SS-- MH SS-- RIM=9.52 SS���'- DIREC1 ON ONLY (AND BOBTAIN OINVERT) DRAFTING: EJC PARTY CHIE--: MICKLER Ma LO 9 Showing a Topographic Survey 2, 4, 6, 8, 10 AND 12, BLOCK 2, PLAT NO. 1 SUBDIVISION "A" ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: AHERN TH PROJECT, LLC FIRST STREET P q- A T N 1 SUB >IVISI0 >,A - ATI -AN TI C EACH I- CDC K 2 DG 69 METAL SHED WBF 9.3 F 9.59 TOP=9.70 9.10 IRB 9'20 19 FL=9.07 9. �- S$ 9.27 BENCHMARK BOX CUT ON BACK OF WALK ELEV=9.61 (NAVD '88) 9 N83'21'50"E --'_ 6' 8.6 N W INV=7.86- S W INV=7.12 ,-VAULT /POWER POLE 7 150' (P) ) 8.9 S83'21VJ0 w fry g 13 CONC DRIVE 4" PVC DIK WALK 9., g 27 8.9 6" PVC 9;04 _ $$ 18 11----12" RCP L CB TOP=8.86 INV=6.62 5 6' WBF PLANTER ONC DRIVE 300' (P) �WB4 10.4 299.77' (,A 6' TALL 9.1 CONIC WALL 9.6 2.5' TALL CONIC W 9.3 111 L f c m 0 rn 0, o C> uy O O J o 10.61 GATE 0" 7 ' J 10.4�+. 10.6 BRICK PLANTER rn 10.65 10.4 10.29 0 10.41 WBF z O0 OHU� 0, 10.34 0 10.41 +10.50 10.6 0 G N O O 00. D J 10.2 C) (n + (*1 o O o � 9.aa N + Z f s v Q r ? X s 11 GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF AHERN STREET AS N08'14'24"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 4. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 5. CROSS REFERENCE: SURVEY BY BOATWRIGHT, FILE NO. 2015-1363. 6. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (UNSHADED, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 7. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE COMMITMENT. B. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A TOPOGRAPHIC SURVEY. 9. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) AND ARE REFERENCED TO A NATIONAL GEODETIC SURVEY 4 INCH BRASS DISK, STAMPED "V 324 1970", HAVING AN ELEVATION=10.27 (NAVD '88) -LOCATED ON THE ON THE SOUTHWEST CORNER OF A CURB INLET ON THE SOUTHERLY SIDE OF ATLANTIC BOULEVARD, APPROXIAMTELY 53 FEET EAST OF THE CENTERLINE OF PENMAN ROAD -SEE FLORIDA DEPARTMENT OF TRANSPORTATION CAICE DATABASE NO. 7210006. 10. CONVERSION FACTOR IS -1.10' TO GO FROM NATIONAL GEODETIC VERTICAL DATUM 1929 TO NORTH AMERICAN VERTICAL DATUM 1988. 11. +26.8 DENOTES SPOT ELEVATION ON GROUND. 12. +26.97 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. 2 c LEGEND WAY 4 10.5 0 10.34 +10'37 RCM = CONCREW = RIGHTO E MONUMENT Ii s c O.R.B. = OFFICIAL RECORDS BOOK �o P.B. = PLAT BOOK CONC = CONCRETE WBF = WOOD BOARD FENCE L IF = IRON PIPE = FND = FOUND CB = CATCH BASIN wo CINL = CURB INLET o EP = EDGE OF PAVEMENT 10.4 q MH = MANHOLE ^p o INV = INVERT FL = FLOW LINE y. CLF = CHAIN LINK FENCE OHL = OVERHEAD UTILITY \ 10.1 P = PLAT A = ACTUAL + CINL A/C = CONCRETE PAD WITH AIR CONDITIONING UNITS TOP=10.21 10.49 0 10.19 PVC = POLYVINYL CHLORIDE PIPE FL=9.76 EP=9.98 Rd' = REINFORCED CONCRETE PIPE INV=8.08 10.2 DIR = FOR DIRECTION ONLY 66 1021 = 0.10 1017 ® = SANITARY SEWER MANHOLE + 10.03 = POWER POLE ® B8 �_, =WATER METER POWER POLE 299.77• �� = CABLE TELEVISION BOX q s 83 10.08 N =WATER VALVE COVER CONIC DRIVE 9.89 _ FIRE HYDRANT 30 9.9 �� S4 9.50 CONIC WALK 10.12 +10.26 c = ELECTRIC SERVICE FOR LIFT STATION 9.81 I� 10.12 g ss 10.0 MH=10.12 ® = SANITARY SEWER VALVE COVER 2' CONC CURB 9.62 I W INV=5.55 9.37 -" $S -„r-'-- sw INv=5.55 ® = 3" METAL POST 9.25 8" PVC - --Ss (UNLESS NOTED OTHERWISE) 9 27 -----5$ 9.77 CINL ss OO =SET NAIL &DISK "PRM LB 3731" �hG ss__ ----$$ TOP=10.56 B, 0 = SET 4"X4" CONCRETE MONUMENT "PRM LB 3731" H7�� s$-�- CB=9'94 A UNLESS NOTED OTHERWISE 7 .30 SS 9.48 INV=7.83 Lc \ ) CONIC=9 STREE-r BENCHMARK = BRICK PAVERS SS MH BOX CUT NE CORNER Of CINL s _ RIM=9.33 A RN ELEVATION=10.58 w INv=5.17 PHENT40,STRER�W)T (P) \ MH S INV=5.55 ®RIM=10.26 E INV=5.10 INV=5.76 N W n GRAPHIC SCALE 20 0 10 20 40 80 REVISION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION N THIS MAP OR SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, UNLESS w OTHERWISE SHOWN AND STATED HEREON. L ( IN FEET ) THIS DRAWING, SKETCH, PLAT OR MAP IS NOT VAUD UNLESS IT 1 inch = 20 ft. BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER (CHAPTER 5J-17, FLORIDA H ADMINISTRATIVE CODE). THIS MAP OR SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATION SHOWN HEREON DOES NOT EXTEND TO ANY UNNAMED PARTY. MH=10.65 INV=6.52 F.B. DI�ITAL CAD FILE: 2017-179 TOPO.DWG CHECKED BY: DATE: 4-6-17 GREGORY B. CLARY, P.S.M. CERT. NO. 3377 Clary,sociates PROFESSIONAL SURVEYORS & MAPPERS LB NO. 3731 3830 CROWN POINT ROAD JAXSONVILLE, FLORIDA 32257 (9C4) 260-2703 W%W.CLARYASSOC.COM FILE No. SA -3253 A 1-1 R INZ r - A ReP lat of Lots 2, 4, 6, 8, 10 and Atlantic Beach, as Recorded in Plat Book the City of Jacksonville, City of CAP -0 O LOTS 2, 4, 6, 8, 10 AND 12, BLOCK 2, PLAT NO. 1 SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT' PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. General Notes 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY RIGHT OF WAY STREETOF AHERN AS S , PLANE SYSTEM, FLORIDA EASTZONE5 S N.AD 983 990E NGS ADJUSTMENTS.) E N 2164747.162 DENOTES COORDINATES REFERENCED DATUM FLORIDA EAST E 524347.55L ZONE NAD 1983/1990 NGS ADJUSTMENT. 2 HAVE E BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC 3. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. (FLORIDA STATUTE 177.091) 4. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" (UNSHADED. AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NUMBER 120075, DATED JUNE 3, 2013. HOWEVER, FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. ALL PLATTED UTILITY EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. 6. 'JEA-E.E.' DENOTES JEA EQUIPMENT EASEMENT. THESE EASEMENTS SHALL REMAIN TOTALLY UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF SAID EASEMENT BY JEA. 7. CERTAIN EASEMENTS ARE RESERVED FOR JEA FOR USE IN CGIIJUNCTION WITH THE UNDERGROUND DISTRIBUTION SYSTEM. ON 8 THERE MAY BE MAY BE FODUDNDOINATHE EPUBLIC IORECORDS ONS THAT FETHISTCOUNITY. PLAT 9. OVERALL SITE ACREAGE = 0.89 ACRESi 0 12 Block 2, Plat No. 1 Subdivision "A" 5, Page 69 of the Current Public Records of tlantic Beach, Duval County, Florida. ADOPTION AND DEDICATION THISIS TO CERTIFY THAT AHERN TH PROJECT LLC, A LIMITED LIABILITY COMPANY U DER THE LAWS OF THE STATE OF FLORIDA, HEREINAFTER REFERRED TO AS THE "OWNER", IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE CAPTION HE EON KNOWN AS AHERN TOWNHOMES, HAVING CAUSED THE SAME TO BE SURVEYE ) AND SUBDIVIDED. THIS PLAT BEING MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID LANDS. NO PART OF SAID LANDS IS DEDICATED TO THE CITY OF ATLANTIC BEACH, STATE OF FLORIDA, OR TO THE PUBLIC. ALL EA�3EMENTS DESIGNATED AS "JEA-E." ARE HEREBY IRREVOCABLY DEDICATED T JEA, ITS SUCCESSORS AND ASSIGNS, FOR ITS NON-EXCLUSIVE USE IN CONJUNCTION WITH ITS UNDERGROUND ELECTRICAL SYSTEM; PROVIDED HOWEVER, THAT NO PARALLEL UTILITIES MAY BE INSTALLED WITHIN SAID EASEMENTS.I ALL EASEMENTS DESIGNATED ON THIS PLAT AS "JEA-E.E." ARE HEREBY IRREVOCABLY DEDICATED TO JEA, ITS SUCCESSORS AND ASSIGNS, FOR ITS EXCLUSIVE USE IN CONJUNCTION WITH ITS UNDERGROUND ELECTRICAL SYSTEM. ALL EASEMENTS DESIGNATED ON THIS PLAT AS, ACCESS & DRAINAGI. EASEMENT A D UTILITY EASEMENT, ARE AND SHALL REMAIN PRIVATELY OWNED AND AND SESUO'CESSORS AND E AND SSIGNSSIVE PAND YGRANTEES OF SAID EAF THE RESPECTIVE SEMENTS- IWNER N WITNESS IfHEREOF, THE UNDERSIGNED OWNER HAS S EXCUTED THIS PLAI- ON THIS �- DAY OF 0 WITNESS: PRINT NAM WITNESS: _ PRINT NA JEFF MILLER MANAGING MEMBER THE FOREGING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS __ DAY OF 2017, BY JEFF MILLER, MANAGING MEMBER OF AHERN TH PROJECT, LLC, A FLO�IDA LIMITED LIABILITY COMPANY UNDER THE LAWS OF THE STATE OF FLORIDA, Ohl BEHALF OF THE COMPANY. HE IS PERSONALLY KNOWN TO ME. PLAT BOOK PAGE SHEET 1 OF 2 SHEETS SEE SHEET 2 FOR LEGEND THIS IS TO CERTIFY THAT THIS PLAT OF AHERN TOWNHOMES HAS BEEN EXAMINED AND APPROVED BY THE CITY COMMISSION OF ATLANTIC BEACH THIS _ DAY OF 2017. MAYOR CLERK CLERK'S CERTIFICATION ' THIS IS TO CERTIFY THAT THIS PLAT OF AHERN TOWNHOMES HAS BEEN EXAMINED AND APPROVED AND THAT IT COMPLIES IN FORM WITH THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AND SUBMITTED TO ME FOR RECORDING AND IS RECORDED IN PLAT BOOK PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ON THIS DAY OF 2017. RONNIE FUSSELL CLERK OF CIRCUIT COURT DEPUTY CLERK APPROVED FOR THE RECORD THIS IS TO CERTIFY THAT THE ABOVE PLAT HAS BEEN EXAMINED, ACCEPTED AND APPROVED BY THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, PURSUANT TO CHAPTER 654, OF THE ORDINANCE CODE. SCOTT WILLIAMS, P.E. DIRECTOR OF PUBLIC WORKS PLAT CONFORMITY THIS PLAT HAS REVIEW BEEN REVIEWED AND FOUND IN COMPLIANCE WITH PART 1 CHAPTER 177, FLORIDA STATUTES, THIS DAY OF , 2017• W. MONROE HAZEN, P.L.S. PROFESSIONAL LAND SURVEYOR NUMBER NOTARY PU 3LIC MY COMMISSION EXPIRES: STATE OF FLORIDA AT LARGE SERIAL N0. PRINT NAME: SURVEYOR'S CERTIFICATE THIS IS TOI CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, PLATTED AND DESCRIBED ABOVE, THAT THE SURVEY WAS MADE UNDER THE UNDERSIGNED'S RESPONSIBLE DIRECTION AND SUPERVISION, THAT THE SURVEY DATA COMPLIES WITH ALL REQUIREMENTS OF FLORIDA STATUTES CHAPTER 177, THAT THE PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED ACCORDING TO THE LAWS OF THE STATE OF FLORIDA AND THE CURRENT REGULATIONS OF THE CITY OF JACKSONVI`I_LE. SIGNED TH = DAY OF 2017. GREGORY i. CLARY REGISTERE) LAND SURVEYOR NO. 3,377 Clarysociates PROFESSIONAL SURVEYORS & MAPPERS LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM N 1 3 wo, A Replat of Lots 2, 4, 6, 8, 10 ; Atlantic Beach, as Recorded in Plat B the City of Jacksonville, City C) W TsT I -I C) 1\4 S cid 12, Block 2, Plat No. 1 Subdivision "A" ok 5, Page 69 of the Current Public. Records of of Atlantic Beach, Duval County, Florida. r PLAT BOOK PAGE �UQCAv �N>BEAAI-1 1 m IP.TI--P'N TI C 2 3 E3 C C ; C 6 9 SET 4"x4" C.M. I15.45" "CLARY REF" 0 299.7% ..............58.55 :....:.....:::.:........................ ' 2.0 S .. ..... DC•'• 0 58.55 :. N ........'.......'......' ........... . ". fn O 0 ... '.. r. .................... ....._ . 10X10 .... c ......... . 11.10. ... 1 10.0' EE ...... RAINA6E ......................... .Z......'.'.'.'.L136.... 6, ''''.'''' y .... JEA- & D �'.'......... . y �... ......... ... 1 1 "E .............,::. pCCES T ........... ap ' ' ' '.'.'.'. N I N83 21 50 ... SEMEN ..'.'.'.'.'.'.'.'.'.'.'. z'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'..'. '. _ w 90 ' ' �' .'.'.'.'... E o .. cn ......... O '.'.'.'.'.'.'...'.'.' • 65.....'.'.'.'.'.'.'......'.' 10.00 :....'.'.'.' JEA-E:.....'. oo ....... . ......�N '.' '.' 1Q .............. N....�.:.:.:.:.:................'.'.'.'.'.'.........'.' rn ......... 1-134'.... 1-156 �......... . . ...................... w.'.'.' ' .........; CA .........'.'.'.'.'.'.'.'.'.' ':�:.:.. :.:.:.:.:.:.................... 10,X10�� I• - • ... w .... 3' Z • .....'.'.'.1-88.... .. r............ I W ... . 47''•'• oo..........L90' 52 60..... JEA-E I- . o 5 �• . L176_� _ o .... o 1-154 °P .:.:.:.:.:.:.:.:.. trt.'.'.'.'............................ ... - ' rP ,.. ................. .. ....................... ............ � � � 1-212'.'.'. � �"o�.........'. p Ir rn� '..14.30 ................... m � .......................... ................ .......... ....�. 1-48'.'.'.' I- I -L108 • •: 1-178.:.. .. � r I � � ........ � : m �'.:. • ACCESS & DR TINA 07' o : '. L110 '.'.'.... o ................. - I ... 1-2, :..' n 1-109 r Iw+. cr 1 O J .. .... ........... 'r............ z �.... .. EAgEMENT ...... z'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.'.'.. L o 1-208. � r ........ 6, ..... . . 46•'•' ' s I. ..... I �1�........ �:'....L132 w 3 200 S.F. w .;. .. a, ........... L\� o l '.. �J . ........... w... _ N .'.'I'.'.....1- ......:.' rn. L92 ...... I �oIh .'.' v ...... ^ L2.'. .. �r • • • .-L4 ........ ............. 1-66 I o cn .... Z .'.....'.a, '.'. o /Ir o .'.'........ o ....... ... o U, r o v I �'L152 m o; 1-21 r o r. a, .. ..6, . .... 3,200 S.F. 112 �� '•'•' o G N • • • • .. Q I ....... �N L2p2:...... I P .. ' O o ....... �,. 174 m N....... �, w .. 1-23 -�\ r I . , ,-.'......... �w v I N L2p1 ..'.'......... r co 1' :I:.:.:...:.:. �I V. I..:• o. • w o W oyw• ... " o ........� ... cn'.'.'.'.'.'.'.'.'.'.'.'.'cr 1-114 ... j� 4 'I N83'21'S0 E 58.55' I :.:. ��.'.:.:.:.:.'. � V1 o '•'•'I'• I r'.' Ln I\ y....... o mo......'. r w C. '...... .'.... g n ....... Z '.........� .......... \, �..'.'.'. �... ......'.L44- 3,602 S.F. r. n .'.'.'.... r I I zi D•'• • •'•'•'• O I ...... I 58.5 r� O U, ......... ' L6. o .a°..... I • . I . ....... N83.21'50 I...... z 2 r 1 \ cr N ........ �r 4... -m � w 1 1 Ln\ 00 .. �.....•.•..... . , • ..'.'.' \1r W YN �.. r. L64 I . I'. Y L ...'.'.'.' �,�...... . 3,306 S.F x1-25 n .. o r �.......... n I� r.' 'Cow {� •. Jrj 3,217 S. F. "' O J .. I ....... O L� / I \ tp .� �� ' O V . '.'.'.. �.'.'.'n.'.'w \o rn L86 �'.r^ .�' cn }�o m .... yw 90' v o ..:...:...... 6 �\ P..o'.' on I Imo'.'.'.'..'. . O ' '.I.'.'.'.'.'.'• v N N..... 6 ..... s .'......o••'. '..........fib �, I.'..'.�,.... N83'21 50 E .I..m .I.'�.'..........� o.�,,. y ......I.... 1-27 I ..... .......... �) w 8 �1�\0 .... ... I oo� 1-170 '.9.76 :::.:::::::::.: :... o 0 3,217 S.F. r �'....' I.'. '. '.I.'z'..........' o I 1 CA) - I y .......... rn ...... ... . �, .'.'.'.'..:. " :i:.:.'.'d..... r ......... .'.'... N 6,.:.:.:.:. 12 94 • • 1' S0 E 60.47 .... r I cn.'.'....I......'.. �........... L118 "E 64.75' .... N N83'2 z'. v_ .... cP 5 o ..... r^' '•'•'•' •'•'• • • L149 N83'21'S0 P ... .. \1 O o o m.......... r �.. �'...... '......' moo............ D........... �,... v o ...... L ...... N .. rn 3,208 S.F. ro '.....'.'.(.'.' '. .I. v7 ....... E 64.75 1- 4 \r c0 cn \ °' awo- o... N '.'.'.2.38''.'.. �, .... g.89 N83.21 50" j cn I 0- 654.75' o .'.'.'.'. m .'.'.'.' cn 1-96 ................. a, cD rn ... . rn o .........'1 2 Co �'.'. ....... s� ...'...L'.'..... r 2 Ln �00'.m..... o r L84 I'.m....:...... It0 12 �, .. m. ... P 1-29 �o 00 I .... z z ....... 8 �a, W 1 4 z w.....'.:I:.:.:.:.:.:.:.I� N 3.200 S.F. �- rl oo �..... Iw Z... o z .'.'.'.'.'.� O v .... I I 1-1 3,201 S.F. o �..... \ o'�.'.' '..o .. a, ... o ..... .... ..... �,.'.... 1-82 V.:......... \I N83'2 64.70' a; o r 9 \ o ..... o �.'.'.'.�... 1'50 E o'. .'w r ....... o;...... �' O to w L... o o '.'. G.o W........ ......� L r o Ln _ 3,201 S.F. 00........ 1 , 1-31 z.'.' �. ... ... o U,, I ........ r L164 f . ..... � ..... .I... rn 4- .. • ....-a.•.'.�.� cr .o '.'.'�.'.�. ......... � ........ a, .r - 1-162 :y..........l.... .. " QO' 1-8 �'.'..' L6� r . o ... r C) 47 65. o .:.:.'.'.'.:.:. 1-166 1-16563 ...'.' .... N 1-120 n.... 17• .... N83'21 50 E r �'.'....:...:: r .. .. �I 1-121 I ......... �• 1-211 • • 144 m... .. .... L52... 10 L... .. . ...N... �cn I pD 3,19 S.F. co N ' ' .. r 4 2 ..... Ln .. �, o' � � L127 1-1 � 1-122 � �� 1-142.. . i'...... o N z ...' '.........'.' r....�....: .� �, o 1-125 T \� 1-146:...... �.� .......... r� ..'._ . 1-123 P • ...........r cr �..'. '. o r .. o ............r L72� cn . �.. ..'a.'.'. . '.. w 99 r U 1-182'.'.' .......� .....r.��-O �. ..... . r .. Q, ... U, w .. ....... U, ....... . o...' .'...'.'.L'..'..' 90 1-32 0.. ... � L80 L ' I,- 1-204.. . �... ... I �� 3 r w ........... I L76 v 1-203 1-126 L1Q0 1-183... r�U, 1.�.....� �. cOr4 I•' 9.25 v_... I....... �.. 1-79 L74 G, \1-10 1- 8.:...' A.&D,E_-b ao ......... A.&D•E..'.'..'.'.'.'.'. z'........... I 3,214 S.F. 0 77 1-75 5,23' 1-102'.'.'.'.'.'.'.'.' '..'.'.....' �� U, -.o��o I o.. ........ . z o r co o ...............'. L78 r E f...... ...........' 35.75' .'.'.... . W y...w\ ' 1-177'. .... p.& _ o'� O ... o .. W.... ... I�, �1.:...�.: �.:.,.L200'.' ' ' ' 5 cwn� 1-189 . . I .... ...� ... _ 3 O m... ao ... I....�L40� 1.36- �� . r ............._.. 13.15' ....1-54... I.. �� O '.'.'m.'.'. o •'•'•'• rr 37 L35- L34 L.. � ao oy�- `7.5' JEAN E Y 1 .02' •77' N 2178535.014 L38 1-13 r \ Py ..... 1-58 ..... gcD.E. w coJ .'. .. �j .........35.75.... 299 N... A .............. I E 530884.688 �:.:.:.:.:.:.:.:.' coL� l� v+ ..:.L194.'...'.'. ,-.�.-o f�• o'.'.:p,.& D.E..... ... �... 19 r�\p 8 ....._.y -.:.-:....'.'.,.'.'.. 1 9.25'. m ... �'•'•'•;•:•:•:•: A ........1-11.... .... ... A.&D.E. '_ O o'- ......................... 10.77 z .. .. r cr '.'.'._ _ ... o -o IN'.'.'..'...... . o• •35.75'........ ...:.......:.:...�, = .--'.'.'.;.:.. . • - 1' ' '.20.48 ..... SEE DETAIL A �' _.. 0 1 x _7.5' JEA E :. r R E SET 4"x4" C.M. W 35.75 ... S83 21 50 CLARY REF All E R R W) 3.0' N 9.77.' ..'13.56' .. S.1.REET. A 40 (FORMERLY ATLANTA N' L RY 'N LINE LINE TABLE LINE LENGTH BEARING Ll 35.65' N06038'10'W L2 19.89' N83°21'50'E L3 3.96' S06°38'10'E L4 27.64' N83°2l'50'E L5 13.50' S06°38'10'E L6 6.25' N83°2l'50'E L7 13.18' S06o38'10'E L8 25.88' S06038'10'E L8A 5.00' S06°38'10'E L9 5.59' S83021'S0'W L10 24.45' S06o38'10'E Lll 13.68' S83021'50'W L12 3.50' N06°38'10'W L13 7.63' S83021'50'W L14 3.50' S06°38'10'E L15 14,45' S83°21'50'W L16 29.17' N06o38'10'W L17 3.91' N83°2l'50'E L18 20.28' N06o38'10'W L19 25.88' N06o38'10'W L20 30.65' N06°38'10'W L21 9.89' N83°2l'50'E L22 3.96' S06°38'10'E L23 21.28' N83°21'50'E L24 18.50' S06°38'10'E L25 6.25' N83°21'50'E L26 8.18' I S06°38'10'E N 2178500.372 LINE TABLE LINE LENGTH BEARING L27 6.25' S83°21'50'W L28 17.88' S06°38'10'E L29 6.25' N83°21'50'E L30 8.00' S06038'10'E L31 5.59' S83021'50'W L32 19.00' S06°38'10'E L32A 0.67' S83°21'50'W L33 10.45' S06°38'10'E L34 8.01' S83°21'50'W L35 3.50' N06°38'10'W L36 17.63' S83°21'50'W L37 3.50' S06038'10'E L38 9.45' S83021'50'W L39 4.17' N06o38'10'W L40 3.91' N83°21'50'E L41 25.28' N06°38'10'W L42 25.88' N06°38'10'W L43 13.18' S06°38'10'E L44 6.25' S83°21'50'W L45 13.50' S06°38'10'E L46 42.43' S63°21'50'W L47 3.96' S06°38'10'E L48 23.47' S83°21'50'W L49 30.65' N06°38'10'W L50 25.88' N06°38'10'W L51 20,28' N06038'10'W L52 t 3.92' S83°21'50'W LINE TABLE LINE LENGTH BEARING L53 9.17' N06038'10'W L54 14,45' N83°2l'50'E L55 3,50' S06°38'10'E L56 7.63' N83°21'50'E L57 3.50' N060381101W L58 13,68' N83°21'50'E L59 29.45' S06o38'10'E L60 5.59' N83°21'50'E L61 5.00' S06038'10'E L62 25.88' S06038'10'E L63 8,18' S06038'10'E L64 6.25' S83°21'50'W L65 18.50' S06°38'10'E L66 21.28' S83°21'50'W L67 3.96' S06°38'10'E L68 9.89' S83°2l'50'W L69 30.65' N06°38'10'W L70 25.88' N06o38'10'W L71 25.28' N06°38'10'W L72 3.92' S83°2l'50'W L73 4.17' N06o38'10'W L74 9,45' NB3°2l'50'E L75 3.50' S06o38'10'E L76 17.63' N83°2l'50'E L77 3.50' N06°3B'10'W L78 8,01' N83°2l'50'E L79 3.50' S06°38'10'E LI E TABLE LINE L -NGTH I BEARING L80 0.67' N83°21'50'E L81 25.95' S06°38'10'E L82 5.59' N83°21'50'E L83 8.00' S06°38'10'E L84 6.25' S83°21'50'W L85 17.88' S06°38'10'E L86 6.25' N83°21'50'E L87 35.65' S06°36'10'E L88 23.58' S83°21'50'W L89 3.96' N06°38'10'W L90 34.97' S83°21'50'W L91 13.50' N06°38'10'W L92 6,25' S83021'50'W L93 13.18' N06038'10'W L94 25.88' N06°38'10'W L95 5.00' N06038'10'W 1-96 5.59' N83°21'50'E L97 24.45' N06038'10'W L98 13.68' N83021'50'E L99 3.50' S06°38'10'E L100 7.63' N83°21'50'E L101 3.50' N06°38'10'W L102 14.45' N83'21'50'E L103 9.17' S06 -38'10'E L104 3.91' S83'21'50'W L105 20.28' S06'38'10'E 1106 25.88' S06°38'10'E LINE TABLE LINE LENGTH BEARING L107 30.65' S06°38'10'E L108 9.89' S83'21'50'W L109 3.96' N06'38'10'W 1-110 21.28' S83'21'50'W Llll 18.50' N06'38'10'W L112 6.25' S83'21'50'W L113 8.18' N06°38'10'W L114 6.25' N83°21'50'E L115 17.88' N06°38'10'W L116 6.25' S83°21'50'W L1171 8.00' N06°38'10'W L118 5.59' N83021'50'E L119 25.95' N06°38'101W L120 0.67' N83°21'50'E L121 3.50' N06°38'10'W L122 8.01' N83°21'50'E L1231 3.50' S06°38'10'E L124 17.63' N83021'50'E L125 3.50' N06038'10'W L126 9,45' N83021'50'E L127 4.17' S06038'10'E L128 3.91' S83021'50'W L129 25.28' S06038'10'E L130 25.88' S06°38'10'E L1311 13.18'1 N06038'10'W 1-132 1 6.25'1 N83021'50'E L1331 13.50' N06°38'10'W LINE TABLE LINE LENGTH BEARING 1-134 35.10' N83°211501E L135 3.96' N06°38'10'W L136 19.89' N83'21'50'E L137 35.65' S06'38'10'E L138 25.88' S06°38'10'E L139 20,28' S06'38'10'E L140 3.91' N83°21'50'E L141 29.17' S06'38'10'E L142 14,45' S83'21'50'W L143 3.50' N06°38'10'W L144 7.63' S83'21'50'W L145 3.50' S06'38'10'E L146 13.68' S83'21'50'W L147 24.45' N06'38'10'W L148 5.59' S83'21'50'W L149 5.00' N06°38'10'W L150 25.88' N06'38'10'W L151 8.18' N06'38'10'W L152 6.25' N83°21'50'E L153 18.50' N06'38'10'W L154 21.28' N83'21'50'E L155 3.96' N06°38'10'W L156 9.89' N83°21'50'E L157 30.65' S06'38'10'E L158 25.88' S06'38'10'E 1-159 25.28' S06'38'10'E 1-160 3,91' N83'21'50'E LINE TABLE LINE LENGTH BEARING L161 4,17' S06038'10'E L162 9.45' S83021'50'W L1631 3.50' N06°38'10'W L164 17.63' S83°21'50'W L165 3.50' S06°38'10'E L166 8.01' S83021'50'W L167 10.45' N06038'10'W L168 0.67' S83021'50'W L169 19.00' N06o38'10'W L170 5.59' S83021'50'W L171 8,00' N06°38'10'W 1-172 6.25' N83°21'50'E L173 17.88' N06°38'10'W L174 6.25' S83°2l'50'W L175 11,10' N83°21'50'E L176 15.45' N83021'50'E L177 9.25' N83°21'50'E L178 13.69' N83°21'50'E L179 15.00' S06°38'10'E L180 15.00' N06o38'10'W L181 15.00' N06°38'10'W L182 1 13.09' N83°21'50'E L1831 13.02' N83°2l'50'E L184 15.00' N06°38'10'W L185 15.00' N06°38'10'W L186 15.00' 1 S06°38'10'E L187 15.00' 1 S06°38'10'E SHEET 2 OF 2 SHEETS SEE SHEET 1 FOR GENERAL NOTES THERE ARE 12 LOTS ON THIS PLAT 0 D -J 0 ATLANTIC BLVD 0 M I I W 7 w Z MON ST VICINITY MAP SCALE: 1" = 600' S83'21'W SJI 5.X . ' � iL23 rn CP 7.5' JEA-E• -1, 10.77' 9. 2 5 35.75' 299.77 S0" ' TREE' TA ATLAN A�-IE STREET. A 40 RPW) R (FORMERLY DETAIL 'A' NOT TO SCALE LEGEND R\W = RIGHT-OF-WAY O.R.B. = OFFICIAL RECORDS BOOK P.B. = PLAT BOOK PG.(S) = PAGE(S) S. F. = LOT AREA IN SQUARE FEET C.M. = CONCRETE MONUMENT JEA-E. = JEA EASEMENT JEA-E.E. = JEA EQUIPMENT EASEMENT A.&D.E. = ACCESS & DRAINAGE EASEMENT El = SET 4"x 4" PERMANENT REFERENCE S06°38'10'E MONUMENT STAMPED "P.R.M. LB 3731" 20,48' (UNLESS NOTED OTHERWISE) pp = SET NAIL & DISK "PRM LB 3731" LINE TABLE LINE I LENGTH BEARING L188 15.22' N83621'50'E L189 10.77' N83°21'50'E L190 15.00' N06°38'10'W L191 15.00' N06°38'10'W L1921 15.00' S06°38'10'E L193 15.00' S06°38'10'E L194 20,48' N83021'50'E L195 5.69' N83021'50'E L196 15.00' S06°38'10'E L197 15.00' S06°38'10'E L198 15,00' N06°38'10'W L1991 5.69' N83°2l'50'E L2001 17,69' N83°21'50'E L201 6.36' N83021'50'E L202 18.08' N83021'50'E L203 10.77' N83°2l'50'E L204 9.25' N83021'50'E L205 5.97' N83°21'50'E L206 3.69' N83°21'50'E L207 11.97' N83°21'50'E L208 8.12' N83°21'50'E L209 3.58' N83°21'50'E L210 13.02' N83°21'50'E L211 10.28' N83021'50'E 1-212 10,81' N83°21'50'E \\ DENOTES UTILITY EASEMENT ................. .... ...........' DENOTES ACCESS & DRAINAGE EASEMENT GRAPHIC SCALE 0 10 20 (IN FEET) 1"=20' Claly,sociates PROFESSIONAL SURVEYORS & MAPPERS / LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM 1 3 A H R 1sT 0 w 1****Z H 0 m S � � a A Replat of Lots 2, 4, 6 8 10 d 12, Block 2, Plat No. 1 Subdivision "A" Atlantic Beachas Recorded in Plat Bo k 5, Page 69 of the Current Public Records of , the City of Jacksonville, City o Atlantic Beach, Duval County, Florida. ICEI PLAT BOOK 1 I P I-- SUB�IVI�jO 3EACH r Z I A-r�AN ocK 2 3 m B 69 SET 4"x4" C.M. I P 15,45.. > •••••••••-••� •• "CLARY REF" P. 4- 299.771 .................... ............ 0 299.77 58.55'...'.'.'.'.'..'.'.'.'.'.'.'.'..'.'...'.'.'.'.'.'..'.'.'.'. 2.0' S ....... . .....................m ....................... ............ vc•••.••••. ..•.'.•...'.'.'.'.'.'.'...'.'.'.'.'.'..'..'.'.' 9 0 58.55 :.:.:.............. ........................cn.� ..................... ............ . m ........................... ......... _. 10,X10' ... ...................... z.......... o 11.10' '. 10.00' '...JEA-E E......... DRAINAGE ...... ..................::: .'� :. j...... L136 - - - - rn y ... . r.....- �.'. �;,......... ACCF 1 1 'SQ"E •; j.......... , . ......."..'....' .'......E SEMENT:.::':'....':':':':' z.'.'.'.'.'.'.'..'.'.'.'.'.....;.'...:..*.*.(A '.' Q0 .'.•.'.'.'.. .•'••• N I N83 21 65.90' .., ......... 10.00. JEA E. ...... ao, ......... 1-156 0 10•, _ _� ":'.'..'...:.:.:.:...........' 10'X10 c;+:' r............ _ 5.23' •'•'z � 1-88 •' ' •n ao.. ..... .1-90.'.... �.. r �... CO. 60.47';•'•::•' ' ........... JEA-E:E ..-.. z ... ..'. L176_� - o- os�\.. 1-154 m...'.'...........' OP rn75 { ' ' ' ... w ••••••••• y o......... w --1 11� 78.'.'. - ....... �I ` •1-212'. j T� 14.30' .................. m� :•:.:......:.:..'.'.'.. L 8'.'.. j . oo iL108 ..L1.... r w J ........ O Vj .. . .. `1 ..... } r ... DRAINAGE r ..... w L2Q� .' o ...� �� o 1-110 ': ��'.' . �, R1 ... ACCESS 8c T _ • r'........ cr r^ EN........ Z'......'.'.'.'.'.'.'.'..'.'.' .'.':'.'.'.'.'.'.'.'.' �\ 68 L20. .... r L109 { a,.....'.,w, w 1 0 �.................. . j ............z <'.'..'.... . EASEM........... o .. ......... •.... . .............1-46•'• \� r 1... N I { :.{L1�32� I 3,200 S.F. cC �c,+' j .N :.:�.: :...!`......'.'..'.' rn. / 1-92...... '. s \�► I o r l ry o n •' -1r .....1-4 ...... Oo 6 m '. z .. a, .. a'/ n ...... 0 z ...t...:..:.._... w..... �j'... o ........ .. . ........o ...'..... o �...... a, .... ..rn o r ....... rj or�l_152 N.......... o; 1-21 r � 02 P .. { ... 3,200 S.F. L L112�� .......'.. u,•�o {� 174 m v { ....... 1-2...'. ,.... { (/1....... w w .. N� L23� -�\ Y.L201 ..'.......... r o' .. .....'..'.'. v 0o t� r � { ..... �' L114 o yw :.....'.. 83'21' 50"E 58.55' mom .'.....'. o r z o ........�j ...._. �? L44� 3,602 S.F. y ....... �cn .�, m .............., ....... .... ..c. . _ 11 58.5 ... pv_.................''... ,. ..'.'...'.' 1-6' . .....' ..... o .o..... { . A. { . N ....... N83'21'S0zo D W 1 1 2.'. .'.'.'.'.'. ••I::. r 1 \� lam, �........ r 4 rn. 1 �o o...... w .. r. L64 I'. I'. 1... ; t� j..... 1-25 cn r- ... o ` c,, {� . j\, m...... . Oo ..'...'.'..'.'.'{� 0 3.306 S.F o .. r {�'.'.'.'.'.'.'.'.'.'. j r..� 3,217 S.F. �....... \ �...n who 6, m / v" ao w ot\ • ........ 1 �g m'.'... y L86 j'. D . j' , c0 . w v'. o� 0 O, . • .;, p.'..r- ....... ' :'.:�� 1.'... N.... N83'21 50 E 65. I :.j .m ..i..D.:.:.....:.:.:.:•.•: �/ 1-116 cn =m.. o\L172 .g.76'.'.'.':....:'. y �... .... I L27 , w ...n�... ...... .... � .... ..� .......... rn o 3,217 S.F. r o � " ...�. .. G n "� g r ..... .. �.'.'.'... r,1 !... ...'j ..'..'.'.... " 1 .'.'. o..... r r cr.'.'.'.. o.......... 1-118 21'50 E 64.75' 60.47 �.'.'.'.' QD o ..... '.'... .. m .......... N83• :.. o... ..12.94' N83'21' 50 E z . v_ ....' 5 { L 1-149 r ..'.. . �1O o rte.. m �..... �.......\ N N D .. a, 3,208 S.F. o I ... N........... ,> 64.75 cn• .. - C148 �.:..:..z. yo......j.......r { �Oo \ P(A o...N o 1-:m :: 9.89 1 50 E4. cn oo . m .... ��, r 2.38' N83.2 cn o'.'.' o .... . rn-o'......�...' 2 { i 2 �\ �.... �• 1-96 ......:: ............ o r rn .... � c ............... r w o'. r*1'.'.'.'.'�o,r I m. r 12 L29_\ �'�= o ao L84 ...'.:'.I.Zz v, 1-168 �� .... w {,�, 3.200 S.F. �_ o v .... w z w -� o r z .'.'.'.'.'.r 3 201 S.F. o �..... O 1 4 Z w..'.'..'. �.....:.....j� r1 0 ... ."N..... o.j ... O .. o, .. o o ..... o ..... ..... m.'.'.'.'. 1-82 " 64.70 rn oar 9 �c r' • • . 0)...... J'\ � O cr......j'.'.'.'.'.'.'j\ { o �.'...�... N83'21'50 E { o'..'cw r y o........ L O \ 1-31 r cn o .. ao ..-o IN 3 201 S.F. f �.'.'.'.'.'.. .....'.'.'.' r ..... { _..z..rn ��..... �...ow co I �... ..... rn r16\ L162 a' -..... �:�..•.•.•. .•. 't I.'. ... � •-+.•.'.-�.L_ v, � � • o .'.'.-..'.'.'. � 1-165 -' co .•.-.'.'. ' v 1 Op 1-g �...'.'. ..... L60 r =..... ''' N L120 :.. L166 1-163 \, .. ... . �'.'......'..... of 1 1211 �- \ n N83'2 1•`.. r 3,199 2 ...... m ... j S.F. L52...'..' ... o _1-124 1-1 cn .. ..T... �y' {w . 127 T 1-122 1-210.. �--� 1-144 . ..... . .'. L142 • ...j'..... o z ...' '.........'.' r...... o 1-125, 3 �� .1-146..... �..... ..... � U, N... N �.. .. (P . 1-12 lr .. - 4z°.'.. .... r1 0� �.... o ............rj L72� cr . j..'. .. w gg �! 1-182'.'.' Q P ....... J_o 'V` .... . r i' ' �, .......'. . o .........'.i.'.'.'.'. �y ', \ 1-32 o a? ... ..'.'.'...'.'. �� 1-80 L w .. L2p4 .. L126 1-100 1-183 . �- - ... . j 3 j 76_ 1-203 !....-.�.Si! .... of 4 { . c,, ..'.'........ UO 1- 8.'..'. E ....' f� E 9.25' ... .... ..... . z ........... j 3.214 S.F. o L771-7 , 5'2 1-102 .'.'.'.'.'.' .......... r{ U, tt T• O\........... . z'.'.' o .... r .............. L78 � r� ........ � co..'.'.'. .....35.75...... . W y ...17� . w\ I-."'�"' 1-177' 1-188 A.&D.E, .'.'.'. _.� o'�•� ............... :. . O ...o .. j L36...'OU. ..L200'.•• cr �cr- - �! o w .'.'.. LL56. 1-189 '. r 13.15".'. O L40� _ T 4 I ............'1-54.... �'..'..' oao_ JEA-E... 13.02'N 2178535.014 co 0 1 rn ' y ... _ ... j w ..... A .............. �� j 35,7 299. E 530884.688 O m..'. 37 1-35 1-3 \ \ �...:' co 0 7.5 o ......:.. r r 1-38 1-13 �y 1-58 gip.E. '.'.'.'.'.'.'.'r w co �'•'.' ..'...... J 5'.... 77 N... •.'.'.'.'.'.'.'. c�Lt -C A. l� cn ... L19`I ..'...'. .'....... ..... o, o ..'A.& D.E..... _ ..\ \ r j , g.25' ... . ........ \ J ... ....L11 •'•'•'• A.&D.E._�-o o .......................... 10,77 rn Z r L15 • r w w. o {'�`?...'......... . �.. 4 ••••••. , �{j• cfl 6' 35.75'.'.... , cn rn A.BcD•E• cp o Q, co -.......� o.� .. ...1...'.20.48' ...... SEE DETAIL A r E 1 E " .......'_ o-7.5' JEA E Q"V� R SET 4"x4 C.M.... 35.75 '....... S83'21 5 ERN 40' R/W) "CLARY REF" .13 STREET' A 3.0' N 9.77' " ' (FORMERLY ATLANTA N,LY R/W LINE N 2178500.372 E 530586.925 LINE TABLE LINE LENGTH BEARING L1 35.65' N06°38'10'W L2 19.89' N83°21'50'E L3 3.96' S06'38'10'E L4 27.64' N83°21'50'E L5 13.50' S06°38'10'E L6 6.25' N83°21'50'E L7 13.18' S06°38'10'E LB 25.88' S06°38'10'E LBA 5,00' S06°38'10'E L9 5.59' S83'21'50'W L10 24.45' S06°38'10'E Lll 13.68' S83'21'50'W L12 3.50' N06°38'10'W L13 7.63'S83°21'50'W S83'21'50'W L14 3.50' S06038'10'E L15 14.45' S83'21'50'W L16 29.17' N06°38'10'W L17 3.91' N83°21'50'E L18 20.28' N06°38'10'W L19 25.88' N06°38'10'W L20 30.65' N06°38'10'W L21 9.89' N83°21'50'E L22 3,96' S06°38'10'E L23 21.28' N83°21'50'E L24 18.50' S06°38'10'E L25 6,25' N83'21'50'E 1-26 8.18' S06'38'10'E LINE TABLE LINE LENGTH BEARING L27 6.25' S83°21'50'W L28 17.88' S06'38'10'E L29 6.25' N83021'50'E L30 8.00' S06°38'10'E L31 5.59' S83021'50'W L32 19.00' S06038'10'E L32A 0.67' S83°21'50'W L33 10.45' S06°38'10'E L34 8.01' S83°21'50'W L35 L36 L37 L38 L39 L40 L41 L42 3.50' 17.63' 3.50' 9.45' 4.17' 3.91' 25.28' 25.88' N06°38'10'W S83°21'50'W S06°38'10'E S83°21'50'W N06o38'10'W NB3°21'50'E N06°38'10'W N06°38'10'W L43 13.18' S06°38'10'E L44 6.25' S83°21'50'W L45 13.50' S06038'10'E L46 42.43' S83'21'50'W L47 3.96' S06o38'10'E L48 L49 L50 L51 L52 23.47' 30.65' 25.88'N06o3R't0'W 20.28' 3.92' S83°21' i0'W N06°38'10'W N06°38'10'W S83°21' i0'W LINE TABLE LINE LENGTH BEARING L53 9.17' N06'38'10'W L54 14,45' N83'21'50'E L55 3.50' S06'38'10'E L56 7.63' N83'21'50'E L57 3.50' N06'38'10'W L58 13.68' N83'21'50'E L59 29,45' S06'38'10'E L60 5,59' N83'21'50'E L61 5.00' S06'38'10'E L62 25.88' S06'38'10'E L63 8.18' S06'38'10'E L64 6.25' S83'21'50'W L65 18.50' S06'38'10'E L66 21.28' S83'21'50'W L67 3.96' S06'38'10'E L68 9.89' S83'21'50'W L69 30.65' N06'38'10'W L70 25.88' N06'38'10'W L71 L72 25.28' 3.92' N06'38'10'W S83'21'50'W L73 4.17' N06'38'10'W L74 9.45' N83'21'50'E L75 3.50' S06'38'10'E L76 L77 L78 L79 17.63' 3.50' 8.01' 3.50' N83'21'50'E N06'38'10'W N83'21'50'E S06'38'10'E'. LINE TABLE LINE LE JGTH BEARING L80 L108 0.67' N83'21'S0'E L81 3.96' 5.95' S06°38'10'E L82 S83'21'50'W 5.59' N83°21'50'E L83 L112 8.00' S06°38'10'E L84 8.18' 6.25' S83°21'50'W L85 N83°21'50'E 17.88' S06038'10'E L86 L116 6.25' N83'21'50'E L87 8.00' 35.65' S06°38'10'E 1-88 N83021'50'E 23.58' S83'21'50'W L89 L120 3.96' N06'38'10'W L90 3.50' 34.97' S83'211501W L91 N83°21'50'E 13.50' N06'38'10'W L92 L124 6.25' S83°21'50'W L93 3.50' 13.18' N06038'10'W L94 N83°21'50'E X5.88' N06°38'10'W L95 L128 5.00' N06°38'10'W 1-96 25.28' 5.59' N83°21'50'E L97 S06o38'10'E 24.45' N06°38'10'W L98 L132 13.68'N83021'50'E N83°21'50'E L99 13.50' 3.50' S06°38'10'E L100 7.63' N83°21'50'E 1-101 3.50' N06°38'10'W L102 14.45' N83'21'50'E L103 9.17' S06*38'10'E L104 3.91' S83°21'50'W L105 20.28' S06°38'10'E L106 .5.88' S06°38'10'E LINE TABLE LINE LENGTH BEARING L107 30.65' S06'38'10'E L108 9.89' S83'21'50'W L109 3.96' N06'38'10'W L110 21.28' S83'21'50'W 1-111 18.50' N06'38'10'W L112 6.25' S83'21'50'W L113 8.18' N06"38'10'W L114 6.25' N83°21'50'E L115 17.88' N06038'10'W L116 6.25' S83021'50'W L117 8.00' N06°38'10'W L118 5.59' N83021'50'E L119 25.95' N06°38'10'W L120 0.67' N83°21'50'E L121 3.50' N06°38'10'W L122 8.01' N83°21'50'E L123 3.50' S06°38'10'E L124 17.63' N83°21'50'E L125 3.50' N06°38'10'W L1261 9.45' N83°21'50'E L1271 4.17' S06038'10'E L128 3.91' S83°21'50'W L129 25.28' S06038'10'E L130 25.88' S06o38'10'E L131 13.18' N06o38'10'W L132 6.25' N83°21'50'E L133 13.50' N06°38'10'W LINE TABLE LINE LENGTH BEARING L134 35.10' N83'21'50'E L135 3,96' N06'38'10'W L136 19.89' N83'21'50'E L137 35.65' S06'38'10'E L138 25.88' S06'38'10'E 1-139 20.28' S06'38'10'E L140 3.91' N83'21'50'E L141 29.17' S06'38'10'E 1-142 14.45' S83'21'50'W L143 3,50' N06'38'10'W L144 7.63' S83'21'50'W L145 3.50' S06'38'10'E L146 13.68' S83'21'50'W L147 24.45' N06'38'10'W L148 5,59' S83'21'50'W L149 5.00' N06'38'10'W L150 25.88' N06'38'10'W L151 8,18' N06'38'10'W L152 6.25' N83'21'50'E L153 18.50' N06'38'10'W L154 21.28' N83'21'50'E L155 3.96' N06'38'10'W L156 9.89' N83'21'50'E L157 30.65' S06'38'10'E L158 25.88' S06'38'10'E L159 25.28' S06'38'10'E L160 3.91' N83'21'50'E LINE TABLE LINE LENGTH BEARING L161 4.17' S06'38'10'E L162 9.45' S83'21'50'W L163 3.50' N06'38'10'W L164 17.63' S83'21'50'W L165 3.50' S06°38'10'E L166 8.01' S83'21'50'W L167 10.45' N06'38'10'W L168 0.67' S83'21'50'W L169 19.00' N06'38'10'W L170 5.59' S83'21'50'W L171 8.00' N06'38'10'W L172 6.25' N83'21'50'E L173 17.88' N06'38'10'W L174 6.25' S83'21'50'W L175 11.10' N83°21'50'E L176 15,45' N83'21'50'E L177 9.25' N83'21'50'E L178 13.69' N83'21'50'E L179 15.00' S06*38'10'E L180 15.00' N06'38'10'W L1811 15.00' N06'38'10'W L182 13.09' N83'21'50'E L183 13.02' N83'21'50'E L184 15.00' N06'38'10'W L185 15.00' N06'38'10'W L186 15.00' S06'38'10'E 1-187 15.00' 1 S06'38'10'E PAGE SHEET 2 OF 2 SHEETS SEE SHEET 1 FOR GENERAL NOTES THERE ARE 12 LOTS ON THIS PLAT LJ L-3 1-- I O r r JlLj - I I - �...� a ATLANTIC BLVD m o. a N -- - ON VICINITY MAP SCALE: 1" = 600' jl 3 ' L54 z 5.C"o� 10 7.5' JEA-E. LL { 10.77' 9.25' 35.75 1 5.75' 299.77' S83•2150W TREET -IERN STREET, A 40 RN (FORMERLY ATLANTA DETAIL 'A' NOT TO SCALE LEGEND R\W = RIGHT-OF-WAY O.R.B. = OFFICIAL RECORDS BOOK P.B. = PLAT BOOK PG.(S) = PAGE(S) S. F. = LOT AREA IN SQUARE FEET C.M. = CONCRETE MONUMENT JEA-E. = JEA EASEMENT JEA-E.E. = JEA EQUIPMENT EASEMENT A.&D.E. = ACCESS & DRAINAGE EASEMENT O = SET 4"x 4" PERMANENT REFERENCE S06°38'10'E MONUMENT STAMPED "P.R.M. LB 3731" 20.48' (UNLESS NOTED OTHERWISE) QQ = SET NAIL & DISK "PRM LB 3731" LINE TABLE LINE LENGTH BEARING L188 15.22' N83°21'50'E L189 10.77' N83°21'50'E 1-190 15.00' N06°38'10'W L191 15.00' N06°38'10'W L192 15.00' S06°38'10'E L193 15.00' S06°38'10'E L194 20.48' N83°21'50'E L1951 5.69' N83°21'50'E L196 15.00' S06038'10'E L197 15.00' S06°38'10'E L198 15.00' N06°38'10'W L199 5.69' N83°21'50'E L200 17.69' N83'21'50'E L201 6,36' N83°21'50'E L202 18.08' N83°21'50'E L203 10.77' N83°21'50'E L204 9.25' N83°21'50'E L205 5.97' N83°21'50'E L206 3.69' NB3'21'50'E L207 11.97' N83°21'50'E L208 8.12' N83°21'50'E L209 3.58' N83°21'50'E L210 13.02' N83°21'50'E L211 10.28' N83°21'50'E L212 10.81' N83'21'50'E \ DENOTES UTILITY EASEMENT DENOTES ACCESS & .'.'.'.'.'.'.'.'.'.'.'.'.'.'..' DRAINAGE EASEMENT GRAPHIC SCALE 0 10 20 (IN FEET) 1"=20' Clary, " ssociates PROFESSIONAL SURVEYORS & MAPPERS / LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM C 0 Cn CL E 0 H c 0 0 Q 0 0 N 0 U_ rn U) J H W 0 06 rn W I- O Z 0 r` Co 0 H Z W 0 0 0 0 a U Z w W Q 0 c� 0 0 co GENERAL NOTES: 1. Topographic boundary survey, including property lines, legal description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided by CLARY & ASSOCIATES; DATED 2017-04-06. 2. Prosser, Inc., Planners and Engineers and its associates will not be held responsible for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 3. All phases of site work for this project shall meet or exceed the City of Atlantic Beach site work specifications. 4. The contractor shall be held solely responsible for and shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this project. 5. Warranty / Disclaimer: The designs represented in these plans are in accordance with established practices of civil engineering for the design functions. Neither the Engineer nor its personnel can or do warrant these designs or plans as constructed except in the specific cases where the Engineer inspects and controls the physical construction on a contemporary basis at the site. 6. For boundary, roadway and building geometry information see engineering site plan. It shall be the Contractor's responsibility to verify that the building dimensions shown on the engineering plan agrees with the dimensions shown on the architectural plan. If any dimensions do not agree, the architect, engineer and owner shall be notified and the dimensions adjusted prior to commencing with construction. 7. The contractor shall notify all utility companies prior to construction for verification and location of all utilities. 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of installation for all components of the project prior to purchase of materials and construction. 9. These engineering drawings may not show all of the City of Atlantic Beach standard details required to complete construction of this project. It shall be the contractor's responsibility that the construction, outside City of Atlantic Beach right of way be in accordance with all current City of Atlantic Beach Standard Details and Specifications. 10. The contractor shall furnish certified "as-builts" , see As -Built Requirements on this sheet. 11. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of tree barriers. 12. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. The Contractor shall be solely responsible for any injuries of his employees, and any damage to private property or persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act shall be included in the Contractors bid. 13. All improvements shown shall be warranted by the Contractor to the Owner for a period of one year from date of acceptance by the Owner. If the work is in the City Right -Of -Way or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. 14. The Contractor shall contract with an independent testing laboratory to perform materials testing and soil testing in accordance with the City requirement and the recommendations outlined in the geotechnical report. This shall include density testing in all pavement areas and in the utility trenches located in pavement areas, concrete testing and all other materials testing. 15. The Contractor shall be responsible for obtaining all necessary permits and insurance required for the project. 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than water mains, which shall be to City Health Department permit conditions. 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards details &_ materials, City of Atlantic Beach standard specifications & details and any other standards, listed or referenced,' are included in the project documents. 18. The contractor shall notify the City of Atlantic Beach @ 247-5814 a minimum of 24 hours prior to starting construction. 19. All work in the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 613. Contractor shall not work in the ROW from 7:00am to 9:00am and from 4:00pm to 7:00pm. Work in the ROW shall only occur during daylight hours. GRADING AND DRAINAGE NOTES: 1. Contractor shall verify existing elevations at connection points prior to construction and notify Engineer of any discrepancies. 2. See geotechnical report for site preparation requirements. - dated 3. The contractor shall coordinate the grading and drainage construction with all other construction. 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all materials, for review and approval, prior to purchase or fabrication of any utility pipe or structure. 5. All construction and materials shall conform with all City of Atlantic Beach standards. 6. The contractor shall stake the storm sewer system and the sanitary sewer system and shall notify the Engineer of any conflicts prior to installation of any pipe. 7, The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 8• All underground utilities shall be installed prior to preparation of subgrade for pavement. 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the geotechnical report. 10. Any unsuitable material encountered shall be removed from the site. The contractor shall be responsible for the removal of all unsuitable material and replacement with structural fill. Excess suitable fill material shall be moved to Owner specified location. See geotechnical report. 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as required by the project specifications. 12. One row of sod shall be installed along all edges of pavement. All disturbed areas shall receive sod. '"See landscape plans for other requirements. 13. Stormwater Collection System design is based on the 5 -year return frequency storm (Rational Method). 14. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class III, Wall B. 15. All labeled pipe lengths are approximate and measured to the center of structure or mitered end section. Actual lengths may vary and no added compensation will be made for variations 16. The contractor shall provide a qualified soils laboratory representative on site during excavating to determine the suitability of the existing sub -grade and existing on-site material prior to beginning any filling operation. 17. Contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by other methods as directed by Engineer at no additional cost to the owner. 18. Contractor to coordinate all work with other utility insta 11 lations not covered in these plans (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction tobeperformed. 19. Cut and fill slopes shall not exceed 4H:1 V unless othegwise noted. 20. Contractor shall repair or replace in-kind any damage hat occurs as result of his work. 21. All soils test reports shall be submitted to the Enginee for review and approval. 22. For all trench excavations which exceed five feet (utilit es and storm), the following shall be adhered to: a. Contractor shall follow OSHA Standard 29 CFR, s�ction 1926.650 subpart P, which is now a part of Laws of Florida Chapter 90-96. I' b. The Contractor shall provide written assurance of p bid identifying compliance with this law. c. Ase separate price item shall be included in their base the cost of compliance d. A trench safety system shall be designed by the Cd�ntractor. 23. All areas shown to be filled shall be cleared and grubb II�d in accordance with City Standards and shall be filled with clean structural fill compacted and tested in accordance with he geotechnical report. Il 24. All debris resulting from all activities shall be disposed �f off-site by the Contractor. 25. All existing trees to remain shall be protected and press{�rved. 26. The Contractor shall coordinate connection of propose piping with all existing piping. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing and low points as shown on plans. 28. Contractor shall ensure that all new and existing drain ge structures, pipes, etc. are clean and functioning properly at time of acceptance. 29. Burning of trees, brush and other material shall not be �ermitted on property. 30. Alli 9 inverts in drainage structures to be precast or brick with layer of mortar between each layer of brick, or reddi-mix concrete with #57 stone. 31. The Contractor shall restore all culverts, headwalls an storm drain inlets removed or disturbed by the construction operation. The cost of these items shall be included in the price bid for furnishing and installing any new item causing such damage. 32. Should the surface or subsurface conditions differ from what is shown on these plans, the contractor shall immediately contact the engineer. 33. Corrugated Polyethylene Pipe (CPP), shall be per AAJHTO M252 or 294 with smooth inner lining Type S with bell and spigot, silt -tight, rubber-gasketed joints. I 34. Inlet grate sizes shown on plans. All concrete boxes aihd yard drain structures shall be sized by contractor. WATER NOTES: 1. The contractor shall obtain all permits required to comblete the construction. 2. Contractor shall coordinate the construction of water facilities with all other construction. 3. Contractor shall furnish shop drawings to the enginee�l for approval prior to beginning construction and purchasing materials. 4. All workmanship and materials shall conform to latest'COAB Standards and specmcations ana applicable AWWA Standards. 5. The existing utility facilities and locations shown on th drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat fro the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contactor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities befbre beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be 60". 7. Water lines are designed to finished grade and shall b' protected until finish work is complete. t 8. All water mains 3" and larger shall be AWWA C900, D 25 PVC. Water mains 2" and smaller shall be polyethylene pipe with couplings may a used and with NSF -PW approval. 9. Restrained joints are required where water mains are i'erminated and at all bends, in accordance with COAB standard details and specifics ions. 10. All gate valves 2" and larger shall be non -rising stem t pe and shall be suitable for 200 psi non -shock working pressure. Gate valves sh PII be mechanical joint, iron body, resilient seat, 2" square operating nut, Mueller or equ P. Valve boxes with screw extensions shall be provided for each buried gate valve. Boxes s7ll be of cast iron construction, 3/8" minimum wall thickness and shall be non -tacky tall enamel coated. The word "water" shall be cast in cover. All gate valves installecj shall open by turning to the left (counterclockwise) when viewed from the stem. 12. Class B, Type I bedding shall be used for this project Lnless indicated otherwise on the drawings or directed by the engineer. 13. Unsuitable materials underwater pipe shall be remove and replaced with selected backfill properly compacted. The material shall exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during the compaction operations. Compaction shall continu until densities of at least 95 percent of the modified proctor maximum dry densi y (ASTM D 1557) have been achieved. 14. Backfilling shall be made with clean backfill which shah be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the modified proctor 15. Where water mains are laid under ditches, culverts, pi elines, or obstructions without fittings, the maximum deflection of any joint shall not exceed 50% of the max mum recommended by the pipe manufacturer. 16. No connection to existing potable water system will be allowed until all proposed water lines have been flushed, pressure tested, disinfected, c nd cleared for service by the Florida Department of Environmental Protection. 17. Contractor shall notify utility company a minimum of two days prior to connection of water mains to existing lines. All new work must be inspected by the engineer. No to is shall be scheduled for weekends. Any change from the technical requirements must be reviewed and approver by the engineer and owner. 18. Hydrostatic and leakage testing of the water mains inst� Iled shall be performed in accordance with AWWA standard specifications. A representative of the utility company or the engineer must be present during the tests. Pres ure tests shall be conducted at 150 psi for 2 hours for water mains and 200 psi for 2 h�urs for fire mains. Pressure test after limerock is installed. 1I WATER NOTES (CONT'D): 19. The contractor shall coordinate all water main flushing with COAB Utility Department. Flushing and disinfection procedures shall comply with AWWA C-651 for main disinfection. 20. Upon completion of water main flushing, bacteriological samples shall be taken. Samples shall be taken for 2 consecutive days. 21. Sample points for bacteriological sampling shall be located as follows: 1. Every 1000 feet and/or every dead end on a water main. 2. Point of tie-in to existing water system. 3. Water main stubs more than 40 feet in length. 22. Fire hydrants shall meet COAB standards. 23. New or relocated, underground water mains included in this project shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer, storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed gravity -type sanitary sewer if the bottom of the water main will be laid at least six inches above the top of the sewer); a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC 62-555.314(5)] 24. New or relocated, underground water mains that are included in this project and that will cross 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 inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross 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 at least 12 inches above or below the other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] 25. At the utility crossings described in Part II.C.1.w, above, one full length of water pipe shall be centered above or below the other pipelines so the water main joints will be as far as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] 26. When a water main crosses a storm drainage line, a minimum of 18" vertical separation shall be required. 27. All water and sewer construction shall be accomplished by an underground utility contractor licensed under the provisions of Chapter 489 Florida Statutes. 28. All water mains shall terminate approximately 5 feet outside the building unless otherwise noted. The end of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 29. The contractor shall make application to utility company for the project water meter and shall pay for all meter fees. 30. The contractor shall be responsible to provide mitigating construction measures in all cases where a minimum of 18 inches of vertical clearance between water and sewer (including storm) lines is not possible. 31. The contractor shall be responsible for providing water for construction use during entire course of project if necessary. 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints per COAB Standards. 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's responsibility to obtain the permit through the St. Johns River Water Management District. 34. If solvent contamination is found in the pipe trench, work shall be stopped and the proper authorities notified. With approval of the permitting agency, ductile iron pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be used in the contaminated area. The ductile iron pipe shall extend at least 100 feet beyond any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat and covered with a waterproof covering. The proper authorities shall be notified and the contaminated soil held for proper disposal. 35. All backflow preventers shall be in accordance with COAB cross connection program. Backflow preventers must be tested after installation by a certified tester and annually thereafter. COAB contact: Malcolm Clemons @ 247-5834. Backflow preventers on fire lines or backflow preventers on fire lines or combinations fire/potable mains shall have freeze protection. FDOT GENERAL NOTES a. All work performed within the Florida Department of Transportation (FDOT) Right -of -Way (ROW) shall conform to the most current edition of the following publications: i Standard Specifications for Road and Bridge Construction (English). ii FDOT Standards Index (English) iii FDOT Plans Prep Manual iv FDOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation. b. Should a conflict arise between the details shown in the plans and the FDOT 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. c. All traffic striping and markings are to be lead-free, non -solvent based thermoplastic. d. 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. e. Existing paved shoulder shall be removed full depth prior to widening of the roadway. f. All curb and gutter and sidewalk will be removed and replaced joint to joint. g. Temporary stabilize sidewalk at end of work day reopen. Permanent repair within 7 days. Sidewalk replacement from Joint to Joint. h. All disturbed area within the FDOT ROW will be restored to original or better condition by grading and sodding the area disturbed (Bermuda in rural, Centipede in Utility Strips.) i. Burning of material and/or debris is prohibited within FDOT ROW. j. All lanes must be opened for traffic during an evacuation notice of hurricane or other catastrophic event and shall remain open for the duration of the evacuation or event. SANITARY SEWER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of sewer facilities with all other construction. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering materials and beginning construction. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 5. The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6. The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify the Engineer of any conflicts prior to installation of any pipe. 7. Manholes shall be in conformance with COAB Standards. 8. Type B bedding shall be used for this project unless indicated otherwise on the drawings. 9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% max density at +/- 2% of the modified proctor optimum moisture content. 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of pipe and replaced with selected backfill properly compacted in 6" lifts. The material shall exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during the compaction operations. Compaction shall continue until densities of at least 95 percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. 11. All sewer construction shall be accomplished by an underground utility contractor licensed under Chapter 489 F.S 12. All pipe lengths are horizontal distances and are approximate. 13. All sanitary sewer laterals shall terminate approximately 5 feet outside the building at a minimum depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 14. The Contractor shall perform a television inspection of the sewer system. Two full reports, including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location of services, type of joint, distance between manholes and any irregularities in the pipeline. The television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be lamped as part of the final inspection. 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services with the approved plumbing plans for the building. 16. Contractor shall provide to the Engineer, a schedule of invert elevations of all sanitary manholes prior to the placement of the limerock base course. This schedule shall be provided by the registered land surveyor submitting the "as -built" drawings for this project. 17, All sewer mains shall be PVC (ASTM -3034) SDR -35 for depths to 12 feet, SDR -26 for depths 12 feet or deeper, or in easements unless otherwise noted. 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor to demonstrate that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons per inch of pipe diameter per mile per day for any section of the system; 2) Exfiltration or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. AS -BUILT REQUIREMENTS Contractor shall provide complete as -built information to the Engineer in accordance with the following requirements: 1. As -built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set of signed and sealed prints and a set of computer disks containing project AutoCAD files and PDF's of the prints shall be submitted to the Engineer for review and approval. Additional signed and sealed prints shall be provided to the Engineer as requested. 2. As -built drawings shall be in accordance with all authorities having jurisdiction. Contractor shall coordinate as -built submittals and approvals with jurisdictional agencies unless otherwise directed by the Engineer. 3. Provide building locations, finish floor elevations, pavement grades and all underground facilities. 4. Provide perimeter dimensions at top of bank and at bottom of pond. 5. Provide elevations at top of bank and bottom of pond. 6. Provide special detail drawings where installations were not as shown on contract drawings due to field conditions or where required for clarity. 7. Provide location, elevation and description of benchmark(s). 8. Locate and provide elevations of all structures. Location of all structures shall be from two (2) directions and include north ing/easting coordinates at center of structure. 9. Locate all pipes and provide size, elevation, invert elevations, length and type. 10. Provide dimensions and elevations of the pond outfall structure(s). 11. Water as-builts shall indicate the location of bacteriological sample points. 12. The as-builts shall include a detail of every crossing of the new water main with gravity sewers, force mains and storm pipes clearly shown & indicating the vertical clearances at each crossing. Details shall be furnished for parallel runs where the horizontal separation is less than 10 feet. 13. The centering of uncut lengths of pipe at points of crossing shall be documented on the as-builts and all mitigating construction measures clearly depicted in cases where a minimum of 18" of vertical clearance between the water and sewer (including storm) lines is not possible. TM PROSSER Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES ATLANTIC BEACH DATE: MAY 2017 PROJECT NO.: 116073.01 DESIGNED BY : JBD DRAWN BY : DPT SCALE: SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GENERAL NOTES % G r<b% �-� NSF'••�G ��V2 '+N =_ 7a' �I� C1 .0 -o ®� r N_q!t,k Q,19Ar r .n r`a�tpo"' r S H E E T DATE - NOTES: 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE FIRS -1 REMOVED WITHIN THE LIMITS OF CLEARING. 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE PLAN PRIOR TO COMMENCING DEMOLITION. 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE PLAN SET. 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANIES. 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED OTHERWISE AND DISPOSED OFFSITE. I 4' P,Lre N8321'50"E ., 5 100 I v oc P) 3 = 6 7., 'Cl X0.62 '10.35 ( , hk1 � F, 10. > -9 - ,W j rpt IJFT STAijM_C iron CB -9 70 N INV=6.25 9.80 iW) S INV 6.28 - (E S INV 7.12 o ,j UFT �°rATt';�n�a n�;11 10' PVC GOES INTO LIFT STATION UNABLE TO OBTAIN I1 VERT $ 9. I 8" PVC DIR 1. I� :mow i i .. 9 2 *a 4. w t iQ I t i 9.57°1 { 9.5'S EX STING POWER' POLES 9 i72 95--1 TO BE RELOCATED---\ t FI 8.9 ,I 6 s.so: + r l aVA aLT C DA a 9.3 IpoLrPC + s.2 S83 21'50"W , I 9.50 Was w. � 9 t5 9.5 9 8 N; 9 .3 0 I 9 .5 2 T x v' x , 9.45 9.2 jjj vC CSi 9.4 T 9 b2 9 04 B. 95 10 SS SS ss- A'445411177 S SS X9.36 ss ® U 4a` N I I O M O O as 970 07 9. p 6 PVC 9.04 8.96 SS9 27 - SS -SS -------------- 9 18 I.Ot �I­ BOX CUT oN F ELEV=9.61 (NAND '88) ce gg) TOP=S.Ss INV -6.62 299.77' (A) 9.3 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS SHOWN. 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROGRAM. 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 62-621.300. 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB BUILDING DEPARTMENT. 11 Im V �,a �--I";,fit. �?; •: i • f j 10.34- 10.61 TREE BARRICADE (TYP.) W 0 rn A 10.2 O + ri 9.8 + t� 9: + � 1 f s f EXISTING CURB & GUTTER AND SIDEWALK TO BE REMOVE 10.1 + TOP=10.21 j 8.8 FL-- .76 10.21 EP=9.98 <uINV=8,POLE 08 299.77' (A) 9 50 9.83 i n � w 9 44 #` 9 2 9. DyG 9.27 9.6262 saw PVC SS- 9.48 SS SS SS X9.77 SS CINL9� Z. :` TOP=9.26 19° FL= 8.2 V INV 5,17 10:4+ w EP=9.04 1N55 S INV=6.79 10 SILT FENCE / LIMITS La SILT FENCE / LIMITS OF CONSTRUCTION STREET T TLA NTA STREET) 40' P h N BLIC ROW EXISTING SPOT ELEVATION LIMITS OF CURB / is G CONCRETE / ASPHALT 10.5 '1�", DEMOLITION ® INLET PROTECTION 10.56+ TREE BARRICADE 10.57'_ 10.6 f# L rx s 0 APPROXIMATE LOCATION OF 90 DEGREE BEND IN PIPE -UNDERGROUND 9.48 9.24 + -, 9.22 o ,j UFT �°rATt';�n�a n�;11 10' PVC GOES INTO LIFT STATION UNABLE TO OBTAIN I1 VERT $ 9. I 8" PVC DIR 1. I� :mow i i .. 9 2 *a 4. w t iQ I t i 9.57°1 { 9.5'S EX STING POWER' POLES 9 i72 95--1 TO BE RELOCATED---\ t FI 8.9 ,I 6 s.so: + r l aVA aLT C DA a 9.3 IpoLrPC + s.2 S83 21'50"W , I 9.50 Was w. � 9 t5 9.5 9 8 N; 9 .3 0 I 9 .5 2 T x v' x , 9.45 9.2 jjj vC CSi 9.4 T 9 b2 9 04 B. 95 10 SS SS ss- A'445411177 S SS X9.36 ss ® U 4a` N I I O M O O as 970 07 9. p 6 PVC 9.04 8.96 SS9 27 - SS -SS -------------- 9 18 I.Ot �I­ BOX CUT oN F ELEV=9.61 (NAND '88) ce gg) TOP=S.Ss INV -6.62 299.77' (A) 9.3 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS SHOWN. 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROGRAM. 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 62-621.300. 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB BUILDING DEPARTMENT. 11 Im V �,a �--I";,fit. �?; •: i • f j 10.34- 10.61 TREE BARRICADE (TYP.) W 0 rn A 10.2 O + ri 9.8 + t� 9: + � 1 f s f EXISTING CURB & GUTTER AND SIDEWALK TO BE REMOVE 10.1 + TOP=10.21 j 8.8 FL-- .76 10.21 EP=9.98 <uINV=8,POLE 08 299.77' (A) 9 50 9.83 i n � w 9 44 #` 9 2 9. DyG 9.27 9.6262 saw PVC SS- 9.48 SS SS SS X9.77 SS CINL9� Z. :` TOP=9.26 19° FL= 8.2 V INV 5,17 RIGHT-OF-WAY / EP=9.04 1N55 S INV=6.79 10 PROPERTY LINE �N) W INV=7.86 S W INV=7.12 y SILT FENCE / LIMITS AHER STREET (FORMERL TLA NTA STREET) 40' P h N BLIC ROW NOTE: CONTRACTOR SHALL SEQUENCE 'NSITE AND OFFSITE WORK SUCH THAT IT DO SNOT DISRUPT EXISTING PEDESTRIAN T AFFIC. 4 tk N '�.•1€�.65 rV-6.52 10.5 �'W I� 1012 ,y�„ - SS I 10.09 CINL TOP= 10.56 ?.. CB=9.94 r1 INV=7.83 gg,,������������� R BOX CUT ONE RN OF CINL ELEVATION -10.58 EROSION CONTROL NOTES: 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED AT ONE TIME AND THE DURATION OF EXPOSURE. 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL MEASURES TO PREVENT OFF SITE DAMAGE. 6. 1 HE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES 10 PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT SITE. 0.61 41 +10.50 0.34 +10.37 19 17 LEGEND 10 SILT FENCE / LIMITS OF CONSTRUCTION 1 1 1 IN PROSSER Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE : MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY: DPT Y= SCALE: SEE PLAN 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADE HAS BEEN OBTAINED. 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND COMPLIANCE PROGRAM. 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM. 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION USING BMP. No. RIGHT-OF-WAY / Revision PROPERTY LINE 5!3/2017 SILT FENCE / LIMITS ---� SF OF CONSTRUCTION 2nd SUBMITTAL EXISTING 1/12/2018 CONTOUR EXISTING SPOT ELEVATION LIMITS OF CURB / CONCRETE / ASPHALT DEMOLITION ® INLET PROTECTION L• i TREE BARRICADE 10 SILT FENCE / LIMITS OF CONSTRUCTION 1 1 1 IN PROSSER Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE : MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY: DPT Y= SCALE: SEE PLAN 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADE HAS BEEN OBTAINED. 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND COMPLIANCE PROGRAM. 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM. 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION USING BMP. No. Date Revision 1 5!3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE EXISTING CONDITIONS / DEMOLITION PLAN F O 0 4 •• 02 C2.0 ° STATE ®� * � � a�uuuwmNiuern • a a�� hn'ii Y� CI �` r�` ••w. AN q��A . �� r V S,L� • `7 0.62576 -c� STATE OF 50 0 25 50 NOTES. LEGEND 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE AMERICANS WITH DISABILITIES LITI ES ACT. EXPOSED PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE : MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY: DPT SCALE : SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE SITE LAYOUT F 0 ........ 4�%,, s� C 3.0 No, 625;,6 cJ> 4 BRAI]FQRD DP"A�. fie~ o. 625�'e� :• O �AT�;.�'at�` ••fin a 4• S A E E T .rte c4.- E) CD HEADED DRY PONJULK (BY OTHERS) TOP = 9.55 BOT = 7.40 NOTCH IN WALL 23 LF I , ,ETA 12" PVC @ 0.49% ,., wMr DI E„ ' MALE ST 4 J%d l N83 21' "I 17' STREET 1 27LF- 12" PVC @ 0.26% 6 F , vs - w . . /L a �n a Fti 9.60 MEG rn 9.0 I ; ±9.71 MEG 0 F +100 FLOW PATH :£ 8 x.02 ±9.72 MEG SILT FENCE / LIMITS i OF CONSTRUCTION ±9.62 MEG ±9.57 M EG�'_1�" ±9.54 J MEG 1 it I� SWALE DATA TOB = 9.55 (0.06 Ac) BOT = 7.40 (0.06 Ac) 25yr 24hr ELEV. 9.19 (4.17 CFS) MEAN ANNUAL ELEV. 8.66 (0.50 C1 S) BULK HEADED DRY POND (BY OTHERS) TOP = 9.55 BOT = 7.40 NOTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS AT ALL TIE-INS AND COORDINATE WITH THE ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL PER GEOTECHNICAL REPORTS AND BACKFILL WITH SUITABLE MATERIAL, INCLUDING BUILDING FOOTPRINTS. 3. ALL DISTURBED SOIL IN FUTURE DEVELOPMENT AREA SHALL BE SEEDED AS SOON AS POSSIBLE TO PREVENT EROSION. 4. ALL SPOT ELEVATION ARE CENTERLINE OR FACE OF CURB UNLESS OTHERWISE NOTED. 5. ELEVATIONS OR CONTOURS ARE BASED ON NAVD 88 PER TOPO AND AS -BUILT SURVEY BY DRMP. 6. ALL SIDEWALK SLOPES SHALL NOT EXCEED 2% CROSS AND 5% LONGITUDINALLY. IF CONTRACTOR CAN NOT ACHIEVE THIS, THEY SHALL CONTACT ENGINEER PRIOR TO CONSTRUCTION. 7. ANY CONSTRUCTION IN CITY ROW WILL REQUIRE A ROW PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR CALLING 255-8366 DAILY FROM 7:30 AM TO 8:30 AM, WHEN WORKING IN THE CITY ROW. 8. RCP MAY BE SUBSTITUTED WITH ADS HP OR APPROVED EQUAL. 9. CONTRACTOR TO COORDINATE STORM PIPE W/ SCREEN WALL FOUNDATION AND RETAINING WALL. 0 V 3 °BK# AppRoxiMAJE LOCAWN OF go r�EWFE SEND IN PIPE -UN OUN ® ss SS -SS - [ s SS--- rrr ' 1 TAM BENCHMARK N: 21 78496.44 �i + S83 21'50 W :79. oiki US 3 5 2 P . +g 207 DRAINAGE AREA T INVERT EL. 1 4, 9 kms* 2nd SUBMITTAL 12 LF 'Z SS- SS 10" PVC @ 0.54% 10.45 ST -3 9.80 10.45 fy tv �.... ±10.37 X9":73% z' 0 7.47 10" PVC HEADED DRY PONJULK (BY OTHERS) TOP = 9.55 BOT = 7.40 NOTCH IN WALL 23 LF I , ,ETA 12" PVC @ 0.49% ,., wMr DI E„ ' MALE ST 4 J%d l N83 21' "I 17' STREET 1 27LF- 12" PVC @ 0.26% 6 F , vs - w . . /L a �n a Fti 9.60 MEG rn 9.0 I ; ±9.71 MEG 0 F +100 FLOW PATH :£ 8 x.02 ±9.72 MEG SILT FENCE / LIMITS i OF CONSTRUCTION ±9.62 MEG ±9.57 M EG�'_1�" ±9.54 J MEG 1 it I� SWALE DATA TOB = 9.55 (0.06 Ac) BOT = 7.40 (0.06 Ac) 25yr 24hr ELEV. 9.19 (4.17 CFS) MEAN ANNUAL ELEV. 8.66 (0.50 C1 S) BULK HEADED DRY POND (BY OTHERS) TOP = 9.55 BOT = 7.40 NOTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS AT ALL TIE-INS AND COORDINATE WITH THE ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL PER GEOTECHNICAL REPORTS AND BACKFILL WITH SUITABLE MATERIAL, INCLUDING BUILDING FOOTPRINTS. 3. ALL DISTURBED SOIL IN FUTURE DEVELOPMENT AREA SHALL BE SEEDED AS SOON AS POSSIBLE TO PREVENT EROSION. 4. ALL SPOT ELEVATION ARE CENTERLINE OR FACE OF CURB UNLESS OTHERWISE NOTED. 5. ELEVATIONS OR CONTOURS ARE BASED ON NAVD 88 PER TOPO AND AS -BUILT SURVEY BY DRMP. 6. ALL SIDEWALK SLOPES SHALL NOT EXCEED 2% CROSS AND 5% LONGITUDINALLY. IF CONTRACTOR CAN NOT ACHIEVE THIS, THEY SHALL CONTACT ENGINEER PRIOR TO CONSTRUCTION. 7. ANY CONSTRUCTION IN CITY ROW WILL REQUIRE A ROW PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR CALLING 255-8366 DAILY FROM 7:30 AM TO 8:30 AM, WHEN WORKING IN THE CITY ROW. 8. RCP MAY BE SUBSTITUTED WITH ADS HP OR APPROVED EQUAL. 9. CONTRACTOR TO COORDINATE STORM PIPE W/ SCREEN WALL FOUNDATION AND RETAINING WALL. 0 V 3 °BK# AppRoxiMAJE LOCAWN OF go r�EWFE SEND IN PIPE -UN OUN ® ss SS -SS - [ s SS--- rrr ' 1 TAM BENCHMARK N: 21 78496.44 �i + S83 21'50 W :79. oiki US 3 5 2 P CUT f) `' 23 LF A i 18" @ 0.18% CORE EXIST. STRUCTURE @ ELEV. 6.79 ±8.90 .... 1±9.07 s, - ss ~r. F ±9.15 M E G _ VALLEY GUTTER NZa9 .4 rn %s AHER STREET (FORMERL TLANTA STREET) 40' P BLIC ROW N N LEGEND RIGHT-OF-WAY / PROPERTY LINE SF SILT FENCE / LIMITS OF CONSTRUCTION CONCRETE PERVIOUS PAVER PAVERS ASPHALT RIVERROCK DETECTABLE o a o00 o ao�• oo<°° aa<°°°°°°° WARNING TOTAL AREA = 0.90 Ac EXISTING CONDITIONS 3' PERVIOUS AREA = 0.68 Ac IMPERVIOUS AREA = 0.21 Ac POST DEVELOPMENT PERVIOUS AREA = 0.32 Ac SEMI IMPERVIOUS = 0.19 Ac (PERVIOUS PAVERS) IMPERVIOUS AREA = 0.25 Ac(BLDG, WALKS, ETC.) + 0.14 Ac (PAVERS) = 0.39 Ac MEG 4 % IMPERVIOUS = (0.39 Ac) / 0.90 Ac = 43% 5' TRANSITION CONTRACTOR TO MATCH EXIST. ASPHALT ELEV. AND INSTALL MIAMI CURB SILT FENCE/ LIMITS . OF CONSTRUCTION 10.65 . +g 207 DRAINAGE AREA T INVERT EL. MEG, STUB 2nd SUBMITTAL TC SS- SS + ed; SS 10.45 SS 9.80 10.45 fy TYPE "C" INLET CUT f) `' 23 LF A i 18" @ 0.18% CORE EXIST. STRUCTURE @ ELEV. 6.79 ±8.90 .... 1±9.07 s, - ss ~r. F ±9.15 M E G _ VALLEY GUTTER NZa9 .4 rn %s AHER STREET (FORMERL TLANTA STREET) 40' P BLIC ROW N N LEGEND RIGHT-OF-WAY / PROPERTY LINE SF SILT FENCE / LIMITS OF CONSTRUCTION CONCRETE PERVIOUS PAVER PAVERS ASPHALT RIVERROCK DETECTABLE o a o00 o ao�• oo<°° aa<°°°°°°° WARNING TOTAL AREA = 0.90 Ac EXISTING CONDITIONS 3' PERVIOUS AREA = 0.68 Ac IMPERVIOUS AREA = 0.21 Ac POST DEVELOPMENT PERVIOUS AREA = 0.32 Ac SEMI IMPERVIOUS = 0.19 Ac (PERVIOUS PAVERS) IMPERVIOUS AREA = 0.25 Ac(BLDG, WALKS, ETC.) + 0.14 Ac (PAVERS) = 0.39 Ac MEG 4 % IMPERVIOUS = (0.39 Ac) / 0.90 Ac = 43% 5' TRANSITION CONTRACTOR TO MATCH EXIST. ASPHALT ELEV. AND INSTALL MIAMI CURB SILT FENCE/ LIMITS . OF CONSTRUCTION 10.65 STIR. NO. STRUCTURE TYPE DRAINAGE AREA TOP EL. INVERT EL. MEG STUB 2nd SUBMITTAL 10.48 W ST -2 10.45 9.80 10.45 fy TYPE "C" INLET ±10.37 Q 7.47 10" PVC _- MEG STUB 10.67 I••-- w -52 LF -vJ 0.02 Ac U 10" PVC @ 0.22% < JM 0.02 Ac 9.50 W 10.54 O ::) ±10.34 U ST -8 MEG CD 7.40 12" PVC ST -9 TYPE "C" INLET 10.37 r n 7.56 12" PVC ±10.30 36" STORM SEWER MEG LtJ w ST -11 10.30 ±10.26 ST -12 STUB _ MEG 7.40 12" PVC . 10.47 YARD DRAIN 0.02 Ac N ±10.14 --�---}_ .. MEG w.� k ±9.90 MEG -SS-SS ss CONTRACTOR TO MATO, EXIST. ASPHALT ELEV` AND INSTALL MIAMI CURB. 6ox CU t�-I. ss N: 2178500.94 TOP OF WALL = 9.55 WIDTH VARIES NTS RETAINING WALL (BY OTHERS) NATURAL SOILS DRAINAGE STRUCTURE TABLE STIR. NO. STRUCTURE TYPE DRAINAGE AREA TOP EL. INVERT EL. ST -1 STUB 2nd SUBMITTAL 3 7.40 15" PVC ST -2 STORMMANHOLE- ANHOLE- CONTROL STRUCTURE 30" WEIR @ ELEV. 8.50 9.80 6.83 15" PVC 6.83 18" PVC ST -3 TYPE "C" INLET 0.08 Ac 9.40 7.47 10" PVC ST -4 STUB 7.40 10" PVC ST -5 YARD DRAIN 0.02 Ac 9.52 7.70 10" PVC ST -6 YARD DRAIN 0.02 Ac 9.50 7.61 10" PVC 7.61 10" PVC ST -7 YARD DRAIN 0.02 Ac 9.50 7.51 10" PVC 7.51 12" PVC ST -8 STUB 7.40 12" PVC ST -9 TYPE "C" INLET 0.21 Ac 9.50 7.56 12" PVC ST -10 36" STORM SEWER 9.81 7.47 12" PVC 7.47 12" PVC 7.47 12" PVC ST -11 STUB 7.40 12" PVC ST -12 STUB 7.40 12" PVC ST -13 YARD DRAIN 0.02 Ac 10.24 7.80 10" PVC ST -14 YARD DRAIN 0.02 Ac 10.24 7.71 10" PVC 7.71 10" PVC ST -15 YARD DRAIN 0.02 Ac 10.24 7.61 10" PVC 7.61 12" PVC ST -16 STUB 7.50 12" PVC ST -17 TYPE "C" INLET 0.06 Ac 10.41 7.60 10" PVC ST -18 TYPE "C" INLET 0.05 Ac 10.41 7.48 10" PVC 7.48 12" PVC ST -19 STUB 7.40 12" PVC PROSSIreffnim ff-IM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY : JBD DRAWN BY: DPT SCALE: SEE PLAN No. Date Revision 1 5/3/2017 1 st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GRADING & DRAINAGE PLAN C4.0 NO 52576 N 7•( n •• QR IDP.•' .c.� S H E E T Y4" HOSE BIB (SEE MEP PLAN) 10' ELEC 54"x43" TRANS. PAD ENT I7.5' ELEC. EASEMENT — _ — — — — — — — — — — 13 4 1-1" WATER Y NOTES: 1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED 48 HOURS IN ADVANCE THROUGH COAB INSPECTOR. 3. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. RATED. 4. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF LOCATIONS DIFFER FROM PLANS. 5. CONTRACTOR SHALL INSTALL PER CITY OF ATLANTIC BEACH LATEST STANDARDS ND APPROVED MATERIALS. 6. SEE LANSCAPE PLANS FOR IRRIGATION. 7. SEE ARCHITECTURAL / MEP PLANS CONTINUATION OF UTILITIES WITHIN BUILDING. ,t 14" WATER SERVICE — (3)4" SAN. SF INV. 7.31 ^�1 (2.96 BFFE) s� 109 LF -6" PVC U� @ 1.0% 7.5' ELEC. EASEMENT i t a ® SS SS ss ss < f, CUT -IN 6"x8" WYE INV ±4.80 C S L.- dS SS SS 1 ANGl WATER METER 3 11 w INV" �... baa ss -ss -ss A 'SEMYLY; 7—/4 METERS \ � � � �— CORE EXIST. (R�FEFZ-TO JEA MANHOLE @ PL�TE W-1 FOR DETAILS INV 5.55 & CONNECT & 1-7CS.) PROPOSED 6" PVC S 1EEVE&VAL E AHER = STREET 1" GATE VALVE (FORMERL TLANTA STREET) 40' P BLIC ROW N N 7.5' ELEC — EASEMENT — JUNINII CO INV. 5.96 CO INV. 5.80 �- EXISTING FIRE HYDRANT SS Iss CUT IN —w t� 6x8 WYE s ,,I., ss INV 5.49 J 1 -GANG WATER METER ASSEMBLY; 7—%4 METERS ss APPROXIMATE LOCATION (REFER TO JEA OF EXIST. 8" WATER MAIN PLATE W-1 FOR DETAILS H & SPECS.) ®. ,-10.28 1-4"x8" TAPPING SLEEVE & VALVE 1-4" GATE VALVE �t El LEGEND Fife No EXCEPTION 0 EXCEPi'IQNS Rs 1v0TE- 3 TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY: DPT SCALE : SEE PLAN No. RIGHT-OF-WAY / Revision PROPERTY LINE 5/3/2017 SILT FENCE / LIMITS SF OF CONSTRUCTION 2nd SUBMITTAL 3 CONCRETE 3rd SUBMITTAL PERVIOUS PAVER PAVERS ASPHALT RIVERROCK 000v000 o>oao>oao 00 0Op o 0O 00o E000e 00000O DETECTABLE WARNING Fife No EXCEPTION 0 EXCEPi'IQNS Rs 1v0TE- 3 TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY: DPT SCALE : SEE PLAN No. Date Revision 1 5/3/2017 1 st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE UTILITY PLAN moo. fit, �,.......��4! O Q�.,.•• CCE SF•.,�9G -a STATE OF RD ... C5.0 S H E E T NOTE: BEDDING EXCAVATION SHALL ACCOMODATE BELL SUCH THAT FULL LENGTH OF PIPE IS SUPPORTED. CAREFULLY COMPACTED Bc+18"MAX. I BACKFILL Bc+18"MAX. Bc+12"MIN.--'j I Bc+12"MIN. SHEETING I Bc _ I SHEETING—�B– c CAREFULLY COMPACTED BACKFILL 1/4 Bc 4" MIN. 0.5 COMPACTED GRANULAR Bc SHAPED BOTTOM ABLE WARNING MATERIAL SUITABLE E PERCH. 11 FLORIDA UNDISTURBED SOIL G CODE (TRUNCATED -SEE DETAIL) DEPTH IN DIRECTION HALF SECTION HALF SECTION HALF SECTION HALF SECTION VEL -FULL WIDTH) SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH TYPE II TYPE I COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL CLASS "B" HANDICAP RAMP DETAIL. RAMP CURB BEDDING DETAIL IN R.O.W. SIDEWALK 8• THICKENED EDGE AGAINST ASPHALT SEE DETAIL X a OZ O m X TACTILE WARNING SURFACE PER CH. 11 FLORIDA BLDG. CODE (TYP.) (EXPOSED AGGREGATE -RIVER ROCK MIX) FU F DTH AND DEPTH O RAMP) LL WI ( RAMP CURB e-/ STANDARD OR MEDIAN CUT & REMOVE EXISTING CURB CURB & GUTTER & GUTTER TO CONSTRUCT TRANSITION HANDICAP RAMP DETAIL ON SITE 6„ I 0 0 4' 1" 3'-1CIO" 0- E O c 0 FINISHED GRADE 6" T JOINT SEALER* 2" I 6- d 18" PAVEMENT 12- d 4 d * APPLY JOINT SEALER 60 DAYS AFTER ASPHALT HAS BEEN PLACED I-- a- \ cONC. CURB TYPE "D" HEADER CURB JOINT SEALER ---10"--�----V-2'y� 1" R t� ____7 4' 12• 12" 6. 5. 7.5' 1 /2"R 9/8. 1/2-R �" 1 6 3/9" 7- j L I 18• ----I �-- _-- 18• FDOT DROP CUR CITY STANDARD MEDIAN CURB (SEE FDOT INDEX 3100) (LOW SIDE) (HIGH SIDE) NOTES:ADJACENT TO T FOR CURB AND CURB & GUTTER RO, IDE 0.125" CONTRACTION JOINTS EVERY 10NOT EXCEEDING 2'. 0.375" EXPANSION JOINTIS SHALLBERLOCATED JA (MAXIMUM OF EVERY 300 FEET AND ATTHE HP.T. AND P C. THE PAVEMENT CONTRACTION JOIf�TS , OF ALL CURVES 2. CONCRETE FOR CURBS AND CUR & GUTTER SHALL USA=E A MIN. 3,000 PSI WITH SYTNETIC FIBERS PROVIDING A RESII )UAL FLEXURAL STRENGTH OF 152 PSI WHEN TESTED USING STM C1018-97 SUCH AS STRUX 90/40 APPLIED AT A RATE OF 4.5 LB/CYD OR APPROVED EQUIVELEN I 3. GUTTER SLOPE SHALL MATCH AD�ACENT PAVEMENT SLOPE. CURB & GUTTER DETAIL 4,000 PSI FIBER REINFORCED ABUTT ASPHp CONCRETE (SEE SHEET C4.1 CONCRETE FOR JOINT SPACING). 4 d Q 4:'d a \ \\/\\\ / / N \ / / / / / / / /11Z IN/ / / \ \ / / / / / r � !�,7-71 e�/ ��o%//\,/:4- CRUSHED CONCRETE, MIN LBR 100, 10 MAX DENSITY PER AASHTO T-180 12" STABALIZED SUBGRADE MIN LBR 40, MAX PLASTIC INDEX 6, COMPACTED TO A DENSITY OF AT LEAST 100% MAX. DENSITY PER AASHTO T-180 CONCRETE PAVEMENT SECTION SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT COVER NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. n Q I Q 26" U U LO W a_ 0 , Cn N °O3 EYE BOLTS (SEE PLATE 6„ 2 6„ D-210) 2 1/4' 3 1 /2" I O D f r- 1 /2" 2'/4" ALL EXPOSED CORNERS NI I AND EDGES TO BE N 2 CHAMFERED 3/4" THIS SIGN TYPICAL AT PLAN c.6 2"x2"x1/4" ANGLE IRON GRATE 44— PRECASTIN ACCORDANCE PARKING SPACES SEAT (SEE PLATE D-209) WITH LATEST EDITIONS -P PENALTY SIGN WITH OF ASTM C 478 U) J Q #4 @ 12" O.C. B.W. 12" X 9" F- 1250 FINE .:..�. 6" GROUT U)Uj VARIES 1 _ MAX. DEPTH 15' GROUT, OR "RAM-NEK" Z JOINTS WHEN REQUIRED - z 2" CLEAR CD PIPE MUST NOT BE IN a_ Z /2 /FT #4 @ 12" O.C. B.W. CONST. JOINT I ' � W tY PIPE MUST NOT BE IN ;ICK 2— #8 @ 6" O.C. \, Q I Q Q U U W W a_ o I 0 I cp Cn \, Q I M I C) I O I W I LL- I LI 7/5/2017 I � O 1 / �I - 0 I i0 I 0 I cp I - 0 I I� I 0 I 00 T __D - O I 0 I O D f MANHOLE COVER AND FRAME PER CITY OF JAX. STD. BRICK GROUT, "RAMNEK" OR "0" RING JOINTS WHERE REQ'D, U CONSTRUCTION JOINT 2" CLEAR o ?„/FT. o --- Q PIPES SHALL BE FLUSH U — WITH INSIDE WALL MIN. PIPES SHALL BE FLUSH Z T.... BEARING CAP t WITH INSIDE WALL. _ „ �i % .�\ /.\ \ /.\ /.\ .� 2000 P.S.F. a %ri,� ii;i�7 tri% $ Q #4 @ 6” O.C. B.W. 0 M �IMUM BEARING CAPACITY 2000 PSF co STORM SEWER TYPE J-1 STORM SEWER TYPE °C' INLET THROUGH J -1—F MANHOLE 1.5" ASPHALTIC CONCRETE TYPE SP -9.5 (2 LIFTS OF 0.75") rrr NSITE/ CITY ROW ASPHALT PAVEMENT f 4" WIDE PAINTED WHITE LINE OR CURBING NOTE: ALL GENERAL TRAFFIC STRIPING SHALL BE 4" WIDE PAINTED LINES USING WHITE TRAFFIC MARKING PAINT PICAL PARKING SPACE LAYOUTS FINISHED GRADE MAX. 2% CROSS SLOPE FINISHED GRADE TO MATCH TOP 6' WIDTH UNLESS OTHERWISE NOTE( I TO MATCH TOP OOF SIDEWALK F SIDEWALK a a a a a a NOTES: 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP 5" 1. CONTROL JOINTS TO BE AT SPACING EQUAL TO WIDTH OF SIDEWALK. 3. SIDEWALK WIDTH TO BE 6' WHERE ADJACENT TO PARKING/ROADWAY. 6' MAX 2% CROSS SLOPE a a a a 4" d 6:, a a 4 d PAVEMENT a 8 1 COMPACTED Ed LIMEROCK BAS CONCRETE SHALL BE 3000 PSI MAX. SLUMP 5" 3" 5" STABILIZED SUBGRADE NOTE: WHERE SIDEWALK ABUTS BUILDING SEPARATE WITH A 1/2" PREMOLDED MASTIC STRIP CONTINUOUS SIDEWALK SECTION R5-1 R3 -5R R1-1 0 PROPOSED SIGNAGE 2" ASPHALTIC CONCRETE TYPE SP -12.5 I .r. r.r. .r.r • r,i-moi r :i � rr r rr r rr r rr .,rrr rr rrr r r rr � r rr r - 1 ROW ASPHALT PAVEMENT FILL PAVER JOINTS WITH #89 STONE PERVIOUS PAVERS 1" THICK #89 STONE 3" THICK #57 STONE GEOTEXTILE FABRIC 4" UNDERDRAIN COMPACTED SOIL SUBGRADE SLOPED TO DRAIN PERVIOUS PAVER DETAIL T MOUNTING HEIGHT Date HC SIGN NO. FTP26 1 TYPICAL AT 1st SUBMITTAL 2 7/5/2017 ALL ACCESSIBLE 3 1/12/2018 3rd SUBMITTAL PARKING SPACES PARKING BY DISABLED PERMIT THIS SIGN TYPICAL AT ONLY ALL VAN ACCESSIBLE PARKING SPACES VAN 12" X 6" ACCESSIBLE PENALTY SIGN WITH WORDING AS REQ'D 12" X 9" BY STATE OR LOCAL LAW 1250 FINE 2"x 2" STEEL TUBE W/WELDED TOP CAP I I ANCHORED 24" IN1. SOLID CONCRETE I 0 I II SLOPE I I TOP OF GROUND/PAVING CONCRETE SURFACE I I• I� N - u V-6" SIGN NO. FTP 26 5' TRANSITION CURB GUTTER PLAN TOP OF CURB �5' TRANSITION �- TOP OF PAVEMENT OR GUTTER PROFILE CURB TRANSITION Case X 1" Crown Cold MIX Q Q Q Q Q 00 0 D p 0 Limerock BaseQ D 0 Q Q Q a 0 a D Q 0 6 Limerock Min. \x 98% Comp. AASHTO T-180 Temporary Type I Repair 1 " Crown Cold Mix F Q Q Q Q Q 6" p D 0 0 Limerock Base Q Q Q O 0 0 D D Q \� 98% Comp. AASHTO T-180 Temporary Type II Repair Ditch Width(W) +4 Min. Surface Replacement Consistent IN/Exist. 1/8" To 1/4" Smooth Saw Cut 6 1 1/4" Min. Surface Limerock BaseD Q Q Q Q N D D T D Limerock Replacement Base LBR 75, 100% Max. Density1.5' AASHTO T-180 Ditch (W) Compacted Backfill 98% Max. Density AASHTO T-180 Min / 12" Min. 12" Varies Permanent Repair Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. STANDARD PAVING REPAIR DETAIL 6" WHITE PAINTED LINE I— DIAGONALS @ 60° EQUALLY SPACED 6' HC SIGN NO. FTP 26 12:1 MAX. WHEELSTOP WHERE SHOWN ON PLAN LUE PAINTED LINES WHITE HANDICAP SYMBOL BLUE 17,_ n„ 6" WHITE PAINTED LINE WHEN ADJACENT TO STANDARD SPACE DETECTABLE WARNING SURFACEIN ACCORDANCE WITH A.D.A. (SEE FLORIDA BLDG. 5' 1 6' I CODE, CH. 11) 12:1 MAX. 18" NOTE. HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. HANDICAP PARKING AND STRIP I N G PROSS&EX TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY : DPT SCALE:- SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GRADING & DRAINAGE DETAILS C6.1 S H E E T PLAN r-• FRAME AND COVER SWM.L BE MACHINED D A GROUND ALL BEARING SURFACES SO AS TO SEAT RRMLY AND PREVENT ROCKING MANHOLE FRAME AND COVER DETAIL NTS COAB SANITARY MANHOLE COVER C: 0 U) Q_ E 0 i— c 0 Q CD 0 N 0 N N_ N U m 3 J LU 0 06 U) w 0 Z 0 C0 rl0 r H Z w 0 0 0 U_ Z w LU 0 M ti 0 co r A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR( SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) P/L P/L 2' 4" D.I.P. OR MAIN (MIN) WHERE 2, 7 1/2' JEA UTILITY 2' EASEMENT METER W/ MULTIPLE TAPS ARE CURB STOP CONSTRUCTED R/W 15' MAX 20' MAX —_; 1" POLY 1" POLY TUI LING W/"Y" 1" MIP PACK FITTING JOINT COUPLING MULTI -SERVICE "Y" 2" POLY TUI ING (2" FIP INLET AND 3 OR 4 1" FIP OUTLET) LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH POLY TUBING 0" MIN.) JOINT COUPLING 24" SEPARATION AT A MIN. (NO GLUED TEES) 2" POLY TUBING 4" PVC ROADVIIAY SADDLE W/CORP 2" SADDLE W/CORP STOP STOP (TYP) TAPPING SLEEVE OR 2' MAX (SEE NOTE #4) TEE WITH VALVE A V WATER MAIN SHORT -SIDE WATER SERVICE POLY TUBING (1" MIN.) METER BOX LOCATION 2' (NEAR UG ELECTRICAL -- WATER METER BOX (TYP) 2' I tOX, NOTE #1) 7 1/2' JEA UTILITY EASEMENT R/W @ 10'x1()' JEA UTILITY EASEMENT W/UG ELECTRIC BOX ()R DRAINAGE R/W: RIGHT OF WAY LINE EASEMENT (NOTE #3) P/L P/L: PROPERTY LINE P/L 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 R/W LINE BUT INSIDE THE 7 1/2' ELECTRIC I ASEMENT. 2. UNLESS SPECIFIED OTHERWISE BY TFII_ APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 7 1/2' UTILITY IASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXIS I S WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A 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 BY JEA, 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 ME -1 I_R BOX. JEA 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 HORIZON FAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 2" POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRI 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 BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) 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 PVC CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND V CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER D.I.P. 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 (1" 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. No 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 BY JEA. WATER OR RECLAIM SERVICE INSTALLATIONS 2" AND SMALLER METER JANUARY 2017 PLATE W-1 MIA Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com I Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY'. JBD DRAWN BY : DPT SCALE: SEE PLAN No. Date Revision 1 5/3/2017 1 st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GRADING & DRAINAGE DETAILS C lei -M No �. � C6.2 ..�rAre of Rum P. No.' � �� S H E E T DATI!? a* . NA L EN ..,�`°� 48" MIN. METAL FENCE POSTS DRIVEN INTO GROUND A MIN. OF 2'-0" WOVEN WIRE FENCE 10, o c (MIN. 14 GAUGE; 6 MAX. FILTER CLOTH (MIRAFI, POLYFILTER MESH SPACING) -� (MAX.� X OR APPROVED EQUAL) ■I1� ��I1� ��11���1 ■f 11 ����I 1���■ ��1 . ■ . '' it Ili-►... CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES SPACED EVERY 24"x 24". 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN FUNCTIONAL CONDITION. 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. FILTER FENCE noon IAII CT .. /r_'i STAKES BURLAP FABRIC RUNOFF WATER w/SEDIMENTS BURIED BURLAP FABRIC FILTERED WATER i SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. BURLAP DROP INLET SEDIMENT FILTER SEDIMENT LADEN RUNOFF AS REQUIR MAX. SLOPE 3:1-� ' I I II 1 I1q STORM WATER WITH LARGER PARTICLES REMOVED WEEP HOLES FOR DEWATERING DRAIN INLET - DEPTH BELOW TOP OF INLET: MIN V- MA 1-1 I I- LARGER PARTICLES SETTLE OUT SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND V',''-AERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. EXCAVATED DROP INLET SEDIMENT TRAP c n RUNOFF WATER w/SEDIMENTS 18" MIN GRAVEL (12" MIN. DEPTH) FILTERED WATER WIRE MESH SEDIMENT SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION 1" APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. GRAVEL & WIRE MESH 13 ❑ COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER w/SEDIMENTS ROP INLET SEDIMENT FILTER DROP INLET w/GRATE IIII I Iil l l t l I1� II I�I 11 I 1111 ❑ Illhllll IIII II► '1111III ❑ ❑ ❑ ❑ i I hl I I I I III I hl I t l I hl I I I I hl I hl I I ll1' III I I Iil 111'1 III I i IIII 1i1'l ll► 1111111'1 III I � II SYNTHETIC BALES STAKED w/ 2 STAKES PER BALE STAKED SYNTHETIC BALE FILTERED WATER I! IG II I�I DROP INLET II a...... w/GRATE SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION ISA PLI CABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SYNTHETIC BALE DRP INLET SEDIMENT FILTER x - r 4'- --------- FOUR '=FOUR 1 -FOOT WIDE STRIPS OF SOD ON EACH SIDE OF THE DROP INLET RUNOFF WATER FILTERED WATER w/SEDIMENTS SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF PERMANENT SEEDING, TO PROTECT THE INLET FROM SEDIMENT AND MULCH MATERIALS UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED. sm DROP INLET SEDIMENT FILTER NOTES: 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES 3. WEDGE LOOSE STRAW BETWEEN BALES 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. BINDING WIRE OR TWINE FILTERED RUNOFF STAKED AND ENTRENCHED SYNTHETIC BALE COMPACTED SOIL TO PREVENT PIPING SEDIMENT LADEN RUNOFF CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE 11:= 11=IIP11=11=.11=1 STRAW BALE BARRIER 6" MINIMUM 2"-3" STONE MATCH WIDTH OF PROPOSED ENTRANCE DRIVE CONSTRUCTION ENTRANCE DETAIL EROSION AND SEDIMENT CONTROL NOTES 1. The Contractor is responsible for removing silt from site if not reusable on-site and 21. The structure shall be inspected after each rain and repairs made as needed. 5/3/2017 assuring plan alignment and grade in all ditches and swales at completion of 22. Sediment shall be removed and the trap restored to its original dimensions when the 2nd SUBMITTAL construction. 1/12/2018 sediment has accumulated to 1/2 the design depth of the trap. Removed sediment 2. The site Contractor is responsible for removing the temporary erosion and sediment shall be deposited in a suitable area and in such a manner that it will not erode. control devices after completion of construction and only when areas have been 23. The Contractor is responsible for following the best erosion and sediment control stabilized. practices as outlined in the plans, specifications and St. Johns River Water 3. Additional Protection - On-site protection must be provided that will not permit silt to Management District Permit. leave the project confines due to unforeseen conditions or accidents. "The 24. For additional information on sediment and erosion control refer to Florida 4. Contractor shall ensure that all drainage structures, pipes, etc., are cleaned out and Development Manual - A Guide to Sound Land and Water Management" from the working properly at time of acceptance. State of Florida Department of Environmental Regulation (FDER), Chapter 6. 5. Wire mesh shall be laid over the drop inlet so that the wire extends a minimum of 1 25. Erosion and sediment control barriers shall be placed adjacent to all wetland areas foot beyond each side of the inlet structure. Hardware cloth or comparable wire where there is potential for downstream water quality degradation. See detail sheet mesh with 1/2- inch openings shall be used. If more than one strip of mesh is for typical construction. necessary, the strips shall be overlapped. 26. All disturbed areas shall be grassed, fertilized, mulched and maintained until a 6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh as indicated on permanent vegetative cover is established. detail. 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. 27. Sod shall be placed in areas which may require immediate erosion protection to ensure water quality standards and maintained. 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 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 replaced. receiving outfall 8. Bales shall be either wire -bound or string -tied with the bindings oriented around the sides rather than over and under the bales. 29. Dewatering pumps shall not exceed the capacity of that which requires a consumptive use permit from the St. Johns River Water Management District. 9. Bales shall be placed lengthwise in single row surrounding the inlet, with the ends of adjacent bales pressed together. 30. All disturbed areas to be stabilized through compaction, silt screens, hay bales and grassing. All fill slopes 41 or steeper to receive staked solid sod. 10. The filter barrier shall be entrenched and backfilled. A trench shall be excavated around the inlet and width of a bale to a minimum depth of a 4 inches. After the 31. All dewatering, erosion, and sediment control to remain in place after completion of bales are staked, the excavated soil shall be backfilled and compacted against the construction and be removed only when areas have been stabilized. filter barrier. 32. This plan indicates the minimum erosion and sediment control measures required 11. Each bale shall be securely anchored and held in place by at least two stakes or for this project. The Contractor is responsible for meeting all applicable rules, rebars driven through the bale. regulations and water quality guidelines and may need to install additional controls. 12. Loose straw should be wedged between bales to prevent water from entering 33. All excavations and earthwork shall be done in a manner to minimize water turbidity and pollution. Discharge shall be controlled and rerouted through hay filters, siltation between bales. diapers and sumps. The Contractor shall be responsible for the prevention, 13. Close attention shall be paid to the repair of damaged bales, end runs and correction, control and abatement of erosion and water pollution in accordance with undercutting beneath bales. Chapter 17-3, Florida Administrative Code. 14. Necessary repairs to barriers or replacement of bales shall be accomplished 34. The Contractor is responsible for the removal of any sediment that leaves the site promptly. and changes any downstream conditions by raising channel bottoms and/or clogging outfall culverts. 15. Sediment deposits should be removed after each rainfall. They must be removed when the level of deposition reaches approximately one-half the height of the 35. The Contractor shall pay for any water quality control violations from any agency that results in fines being assessed to the owner because of the Contractor's failure barrier. to eliminate turbid runoff from leaving the site and raising background levels. 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. 36. The Contractor is responsible for obtaining all necessary permits, including any applicable NPDES permits. 17. Silt fences, straw bale barriers 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 fabric on a silt fence or filter barrier decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 19. Any sediment deposits remaining in place after the silt fence or filter barrier is not longer required shall be dressed to conform with the existing grade, prepared and seeded. 20. The Environmental Protection Agency (EPA) has issued to Florida a National Pollutant Discharge Elimination System (NPDES) General Permit for certain Stromwater discharges. This NPDES program requires that if the magitude of construction sctivities covered by the general permit are above certain thresholds, then a Storm Water Pollution Prevention PLan (SWPPP) is required. Also involved are certain certification, notification, inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992 & titled "Storm Water Management for Construction Activities -Developing Pollution Prevention Plans & Best Management Practices. It is the Contractor's responsibility to determine if this project requires an NPDES application and notification and, if necessary, prepare, submit and maintain the required documentation in compliance with the EPA guidelines and criteria. Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY : DPT SCALE: SEE PLAN No. Date Revision 1 5/3/2017 1 st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE EROSION & SEDIMENT CONTROL NOTES & DETAILS C7.0 S H E E T u S T O R M W A T E R P O L L U T I O N P R E V E N T I O N N O T E S CURB & GUTTER AND INE AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING 4. SEDIMENT BASIN: WILL BE CONTRACTOR'S REQUIREMENTS • BUILT U PRODUCT' WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE REACHED ONE-THIRD THE HEIGHT OF THE Y O z O m U) CITY'S REQUIREMENTS C I LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. LOCATIONS THAT SERVE ANAREA d>TORM WITH 10 OR MORE DISTURBED ACRES AT WATER PONDS (OR TEMPORARY PONDS) WHEN IT HAS ORIGINAL MANUFACTURER'S LABEL. OF FEDIMENT, FENCE WILL BE INSPECTED FOR DEPTH NON STORM WATER DISCHARGES 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM GENERAL OTHER CONTROLS SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER WASTE DISPOSAL SITE DESCRIPTION MINIMUM BASINS MUST PROVIDE A MINIMUM dt WITHIN THE CATEGORY E 3TABLISHED IN PARAGRAPH 8 ABOVE SHALL PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE DISCHARGES WILL OCCUR FROM THE SITE DURING THE THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S THE AND LOCATION: ADDITIONALLY RECEIVE M LCHING OF APPROXIMATELY 2 INCHES LOOSE OF MULCH MATE UAL CUT INTO THE SOIL OF THE SEEDED AREA OF THE SITE. FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CONSTRUCTION PERIOD: PROJECT NAME REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL MEASURE ADEQUATE TO PREVENT MIO ✓EMENT OF SEED AND MULCH. WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED CLEANUP: SIGNED: BASIN. THF WET DETENTION SYSTEM IS DESIGNED IS IN ACCORDANCE WITH THE REQUIREMENTS SET UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH 'T OR SEEDED AND MULCHED AREA(S) AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE OF THE • WATER FROM WATER LINE FLUSHING RESIDENCE VOLUME. THIS I HE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS TYPE APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. 10. TEMPORARY GRASSING: E SEEDED MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE ORDER. FORTH BY OF DEVELOPMENT AT THE TIME OF PERMITTING. DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION SHALL BE ROLLED AND WAFERED OR HYDROMULCHED OR OTHER SUITABLE (ASSURE CONDITIONS FOR DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. • PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OWNER NAME AND ADDRESS: CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE RETENTION THESTATE METHODS IF REQUIRED TO OPTIMUM GROWING THE ESTABLISHMENT OF A GOOD GRASS COVER. TEMPORARY GRASSING APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING STATING THESE MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). C) SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION. SHALL BE THE SAME MIX & AMOUNT REQUIRED FOR PERMANENT GRASSING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL Z Z IN THE CONTRACT SPECIFIC kTIONS. SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, • UNCONTAMINATED GROUNDWATER (FROM DEWATERING Q Q 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET AND RILL EROSION WITH THE SEQUENCE OF MAJOR ACTIVITIES- SEEDING, THE OPERATIONS. WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL). SAND, SAWDUST, ). EXCAVATION DISTURBED AREAS SUBJECT TO FOLLOWING LIMITATIONS: 11. TEMPORARY REGRASSING IF, AFTER 14 DAYS FROM AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM DRAINAGE AREA IS NO GREATER THAN 2 ACRES. TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 FOLLOWED. HAZARDOUS MATERIALS, • PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT . TEMPORARY AND PERMANENT SEEDING AND PLANTING DESCRIPTION: 9. INSTALL UTILITIES, STORM SEWER, PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND HAZARDOUS WASTE ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED T Z < 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. CURBS &GUTTER. ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER THE SEDIMENT BASIN PRIOR TO DISCHARGE. . ORIGINAL I ABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY HEALTHY GROWTH. SILT FENCES AND HAY 10. APPLY BASE TO PROJECT VEGETATIVE COVER. SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR SOIL DISTURBING ACTIVITIES WILL INCLUDE: 2. INSTALL BALES AS REQUIRED. 11. COMPLETE GRADING AND INSTALL 'URES OF THE PROJECT DESIGNED AND PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH CLEARING AND GRUBBING; EARTHWORK, PAVEMENT AND GRADING; STORM CLEAR AND GRUB FOR DIVERSION PERMANENT SEEDING/SOD AND 12. MAINTENANCE: ALL FEA SEDIMENT SHALL BE MAINTAINED SUPERINTENDI=NT, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE A HAZARDOUS SUBSTANCE. SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING AND SEEDING. 3. SWALES/DIKES AND SEDIMENT PLANTING CONSTRUCTED TO PREVENT EROSION AND DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY OPERATIONS.WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE U BASIN. 12. COMPLETE FINAL PAVING REMOVE ACCUMULATED WERE ORIGINALLY DESIGNED AND CONSTRUCTED. FOLLOWED. SPILL APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE D 4. CONSTRUCT SEDIMENTATION 13. BASIN. SEDIMENT FROM BASINS EROSION THE EROSION CONTROL FACILITIES OF THE SANITARY WAS rE SIZE OF THE SPILL. RUNOFF CURVE NUMBERS: 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE 13. PERMANENT ESIhNEL: PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PI:EVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY 1. PRE -CONSTRUCTION: CONSTRUCTION: GRUBBING. STOCK PILE TOP SOIL IF SITE IS STABILIZED, REMOVE ANY FACILITIES. DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON 2. DURING 3, POST -CONSTRUCTION: 6. REQUIRED. TEMPORARY DIVERSION AREAS WHICH HAVE BEEN DISTURBED BY REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT. UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE 7. PERFORM PRELIMINARY GRADING SWALES/DIKES AND RESEED/SOD 14. PERMANERBED NT SEEDING: ALy. CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE. CONSTRUCTED IN ACCORDANCE TO CITY ON SITE AS REQUIRED. AS REQUIRED PROVIDE BOTH LONG-TER�VEGETATION AND RAPID GROWTH SEASONAL OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE THE SITE SUPERINTENDENT RESPONSIBLE FOR THI: DAY -TO -DA LEVEL SPREADER SHALL BE STANDARD DETAIL D-914. SOILS: BORING REPORT FOR SOILS DATA 8. STABILIZE DENUDED AREAS AND SOON AS VEGETATION. SLOPES STEE ER THAN 4:1 SHALL BE SEEDED AND MULCHED VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLI ANUP COORDINATOR. SEE SOIL STOCKPILES AS OR SODDED. ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL. WHO WILL 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN 0 PRACTICABLE. STABILIZED AND THE NOTICE OF TERMINATION IS TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THI SE INDIVIDUALS WILL SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE SITE MAPS: STRUCTURAL PRACTICES: CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE. OF PREVENTION AND INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. TIMING OF CONTROLS/MEASURES • SEE ATTACHED GRADING PLAN FOR PRE &POST DEVELOPMENT GRADES, FERTILIZERS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL OF NON-COMPLIANCE. CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNI I_ WILL PORTED IN POLLUTION PREVENTION PLAN CERTIFICATION AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY OF FERTILIZER WILL BE TRANSFERRED TO A . THE SITE SUPERINTENDENT WILL SELECT UP THREE THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN fHE OFFFI CE TRAILER UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVIT11 3, THE SILT FENCES AND INVENTORY FOR POLLUTION PREVENTION PLAN WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY. AND IT ONSITE. CONTROLS AND STORM WATER DISCHARGE POINTS. HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AN[)SEDIMENT BASIN WILL BE SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES. • SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT PAINTS WILL BE TIGHTLY SEALED AND STORED WHEN NOT AND FILLING OUT THE INSPECTION AND MAINTENANCE PRACTICES, TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS CONSTRUCTED THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL 2. TEMPORARY SEDIMENT TRA, : A SEDIMENT TRAP SHALL BE INSTALLED IN AN ONSITE DURING CONSTRUCTION: MAINTENANCE/INSPECTION PROCEDURES • SEE GENERAL NOTES FOR FOR TEMPORARY AND PERMANENT IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY DRAINAGEWAY AT A STO 2M DRAIN INLET OR AT OTHER POINTS OF WOOD STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF STABILIZATION. OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES DISCHARGE FROM A DISTU BED AREA. THE FOLLOWING SEDIMENT TRAPS CONCRETr FERTILIZERS EROSION AND SEDIMENT CONTROL INSPECTION AND PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN MAYBE CONSTRUCTED EITH R INDEPENDANTLY OR IN CONJUNCTION WITH A ASPHALT PETROLEUM BASED PRODUCTS MASONRY BLOCKS MAINTENANCE PRACTICES ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND TEMPORARY DIVERSION DIKE: 2.1. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE ACCUMULATED WILL BE REGRADED/REMOVED AND STABILIZED IN WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS TAR CLEANING SOLVENTS ROOFING MATERIALS THE FOLLOWING ARE INSPECTION AND MAINTENANCE SITE AREA: TOTAL AREA OF SITE: THE EARTH DIKE/SWALES ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND 1. 2. TOTAL AREA TO BE DISTURBED: STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A CURB INLET DETERGEN I'S PAINTS METAL STUDS SEDIMENT CONTROLS. SEDIMENT FILTER, AND -904 FOR CONSTRUCTION OF A DROP INLET CONTROLS SPILL PREVENTION SEDIMENT FILTER. GRAVEL SEDIMENT TRA THIS PROTECTION IS APPLICABLE WHERE . NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED NAME OF RECEIVING WATERS: DURBIN CREEK 2.2. HEAVY CONCENTRATEDFLOWS ARE EXPECTED, BUT NOT WHERE AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND MATERIAL MANAGEMENT PRACTICES TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE ENGINEER. PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBII.ITY TO ENSURE THESE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & D-903 FOR CONSTRUCTION OF CURB THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE CONTROLS CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING UNPROTECTED AREAS. REFER TO ICE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF WILL BE INSPECTED BY THE PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY INLET & DROP SEDIMENT TRAP. 2.3. DROP INLET SEDIMENTRAP -THIS PROTECTION IS APPLICABLE WHERE SHEET USED TO REDI MATERIALS ANI) SUBSTANCES TO STORM WATER RUNOFF. ALL CONTROL MEASURES SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY O THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY CONTROLS SHOWN ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD THE INLET DRAINS A RE ATIVELY FLAT AREA (S < 5%) AND WHERE GOOD HOUSEI<<=EPING: DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF ADDITIONAL CONTROL MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD SHALL BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF PLAN HAS THESE CO NFROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS IN THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE STORM EVENT OF 0.25 INCHES OR THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION MAINTAIN 1 HE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR CONSTRUCTION OF DURING THE C, ,NSTRUCTION PROJECT. FOLLOWING ANY SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND CONTRACTOR AS REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND HAY BALE & FABRIC SED�MENT FILTER. GREATER. WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A VERBAL AS REQUIRED TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED TO THE OUTLETS OF ALL PIPES AND • AN EFFOF' I VALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. ON THE PROJECT SITE BY THE REGULATORY AGENCIES. 3. OUTLET PROTECTION: APP�_ICABLE DO THE JOB • ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION & IN GOOD WORKING ORDER; IF A IS NECESSARY, IT CERTIFICATION. STORM WATER MANAGEMENT: EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES: SEDIMENT PROBLEM TO TH�= RECEIVING WATER BODY. SILT FENCES & HAY IMMEDIATELY DOWNSTREAM OF THE ALL MATER IALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY REPAIR WILL BE INITIATED WITHIN 24 HOURS OF REPORT. BALES ARE TO BE INSTALLED STRUCTURE ASSHOWN ON THE OUTLET PROTECTION DETAIL. ERS AND, IF POSSIBLE, UNDER A MANNER Irl THEiR APPROPRIATE CONTAINERS STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTION:) ETS FOR THE PROJECT 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DISTURBED DISCHARING ROOF OR' )THER ENCLOSURE. EDIMENT WILL BE REMOVED FROM SILT FENCE CURB & GUTTER AND INE AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE • BUILT U PRODUCT' WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE REACHED ONE-THIRD THE HEIGHT OF THE Y O z O m U) AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. LOCATIONS THAT SERVE ANAREA d>TORM WITH 10 OR MORE DISTURBED ACRES AT WATER PONDS (OR TEMPORARY PONDS) WHEN IT HAS ORIGINAL MANUFACTURER'S LABEL. OF FEDIMENT, FENCE WILL BE INSPECTED FOR DEPTH REGULATIONS. BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, WHEN A TOTAL OF ACRES WILL HAVE BEEN B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM ONE TIME, THE PROPOSED WILL BE CONSTRUCTED FO�2 USE AS SEDIMENT BASINS. THESE SEDIMENT LY MIXED WITH ONE ANOTHER UNLESS SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY CONSTRUCTION IS COMPLETE, REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES TO A WET CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. MINIMUM BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF STORAGE PER SUBSTANCI=S WILL NOT BE RECOMMENDED BY THE MANUFACTURER. ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE C. WHERE EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE ACRE DRAINED UNTIL FINAL OF THE SITE. FENCE POSTS ARE FIRMLY IN THE GROUND. THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION WITH A DAY MINIMUM D. EVERY BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE SIGNED: BASIN. THF WET DETENTION SYSTEM IS DESIGNED IS IN ACCORDANCE WITH THE REQUIREMENTS SET THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS DISPOSING OF THE CONTAINER. • THE SEDIMENT BASINS WILL BE INSPECTED FOR THE RESIDENCE VOLUME. THIS I HE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS TYPE SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE ORDER. FORTH BY OF DEVELOPMENT AT THE TIME OF PERMITTING. WASHOUT. REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY BALE WHERE SUCH FLOWS ARE DI AND THE SEDIMENT BASIN. ANY ERTED AROUND BOTH THE DISTURBED AREA TEMPORARY SEDIMENT BASINS WILL BE FOLLOWED. REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN Q Q BARRIER. ALSO REFER TO D-901. D-911 AND D-12 FOR PROPER LOCATION, CONSTRUCTED MUST BE BA 'KFILLED AND COMPACTED IN ACCORDANCE THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS CAPACITY OR AT THE END OF THE JOB, WHICHEVER C) MATERIAL &USAGE. WITH THE SPECIFICATIONS FR OR STRUCTURAL FILL. ALL SEDIMENT ONSITE RECEIVE PROPER USE AND DISPOSAL. COMES FIRST. Z Z COLLECTED IN PERMANENT TEMPORARY SEDIMENT TRAPS MUST BE Q Q 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET AND RILL EROSION WITH THE REMOVED UPON FINAL STABILIZATION. HAZARDOUS PRODUCTS: DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY W DISTURBED AREAS SUBJECT TO FOLLOWING LIMITATIONS: • THESE PRACI ICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH BREACHES PROMPTLY REPAIRED. A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM DRAINAGE AREA IS NO GREATER THAN 2 ACRES. HAZARDOUS MATERIALS, • PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT . TEMPORARY AND PERMANENT SEEDING AND PLANTING TIMING OF CONTROLS/MEASURES CONTRIBUTING E. WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND Z < REFER TO "CONTRACTORS RESPONSIBILITY" FOR THE TIMING OFRESEALABI REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION OF THE . ORIGINAL I ABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY HEALTHY GROWTH. CONTROL/MEASURES. FILTER FABRIC BARRIER. CONTAIN IMPORTANT PRODUCT INFORMATION. • IF SURPLU,; PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW AND STA -IL RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE • A MAINTENANCE INSPECTION REPORT WILL BE MADE DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH FOLLOWED AFTER EACH INSPECTION. A COPY OF THE REPORT FORM CERTIFICATION OF COMPLIANCE WITH RESIDUE MATERIAL IS AVAILABLE ON SITE. U TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. FEDERAL, STATE AND LOCAL REGULATIONS LEVEL SPREADER MAY BE USED WHERE SEDIMENT- FREE D PRODUCT SPECIFIC PRACTICES: THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: THE REPORTS WILL BE KEPT ON SITE DURING 4. LEVEL SPREADER: A STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED CC) CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY LU PETROLEUM PRODUCTS OWNER, ENGINEER OR ANY FEDERAL, STATE AL LS, WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON tY ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE ND EROSION PLANS, OR AGENCY APPROVING SEDIMENT AANS PERMITS HAVE BEEN OBTAINED. UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED STORM WATER MANAGEMENT PLANS. THE REPORTS DREDGE/FILL PERMIT# TBD WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE. CONSTRUCTED IN ACCORDANCE TO CITY LEAKAGE. CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES SHALL BE MADE AND RETAINED AS PART OF THE STORM D.E.R. C.O.E. DREDGE/FILL PERMIT# TBD LEVEL SPREADER SHALL BE STANDARD DETAIL D-914. Q USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S WATER POLLUTION PREVENTION PLAN FOR AT LEAST S.J.R.W.M.D. M.S.S.W. PERMIT# TBD - Z RECOMMENDATIONS. THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN 0 STABILIZED AND THE NOTICE OF TERMINATION IS SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. FERTILIZERS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL OF NON-COMPLIANCE. POLLUTION PREVENTION PLAN CERTIFICATION 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY OF FERTILIZER WILL BE TRANSFERRED TO A . THE SITE SUPERINTENDENT WILL SELECT UP THREE UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL I CERTIFY ATTACHMEt TS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT CONTROL PLAN PARTIALLY USED BAGS SIBL B SEALABI E PLASTIC BIN TO AVOID SPILLS. INDIVIDUALS WHO WILL BE RESPONLE FOR ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED INFORMATION MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES. PERSONNEL PROPERLY GATHERED AND EVALUATED THE BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. PAINTS WILL BE TIGHTLY SEALED AND STORED WHEN NOT AND FILLING OUT THE INSPECTION AND MAINTENANCE SUBMITTED THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY ALL CONTAINERS REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE REPORT. INFORMATION THE INFORMATION SUBMITTED IS, TO THE BEST OF MY 7. INLET PROTECTION: DIMENT LADEN STORM RUNOFF STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF JW cc W Z O D In Lu O rr O < z J w Z w c� O z O m chi) O z O m U) O z O m U) Y O z O m U) LL THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, IMPRISONMENT FOR KNOWING UNTIL CONTRIBUTE SEDIMENT TO THE INLET. 3 1/12/2018 REGULATIONS. O INCLUDING THE POSSIBILITY OF FINE AND U) U) FROM THE SITE. SUPERINTENDENT. THEY WILL BE VIOLATIONS. 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND U) co CONCRETE TRUCKS TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE TRAINED IN ALL THE INSPECTION AND MAINTENANCE THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED LU D CONCRETE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. PRACTICES NECESSARY FOR KEEPING THE EROSION AND SIGNED: WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING oU) COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER ORDER. 0 J COMPETE WITH THE PERMANENT GRASSING. Q Q DATE [ C) Z Z Q Q W Q U Z < U)� LU LU Z Z_ O U D CC) LU tY Q Z 0 KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT OFF-SITE SHALL BE PROTECTED FROM SE THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY Revision 1 ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL PERSONNEL SELECTED FOR INSPECTION AND 2 THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, IMPRISONMENT FOR KNOWING UNTIL CONTRIBUTE SEDIMENT TO THE INLET. 3 1/12/2018 REGULATIONS. MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING INCLUDING THE POSSIBILITY OF FINE AND FROM THE SITE. SUPERINTENDENT. THEY WILL BE VIOLATIONS. 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND CONCRETE TRUCKS TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE TRAINED IN ALL THE INSPECTION AND MAINTENANCE THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED CONCRETE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. PRACTICES NECESSARY FOR KEEPING THE EROSION AND SIGNED: WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING COUNTY ENGINEER COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER ORDER. COMPETE WITH THE PERMANENT GRASSING. DATE [ r O M O Q0 fO PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY: DPT SCALE: SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN e l ESS •.'"�`�„ e i t -ca'• STATE OF s n. 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OQU�O U�ZLuF- D' Z �Oco Lu 0wO w U U 0 w Cnw�(nl=- 0ww- �-ZU�❑ Dr�w�Uw I__ I__ = Z U U)W Z Q w Z U 0 =OQ<nw oNF- �Q'.n�U U) :5- W W a- � w O O 0 ,� II Community - Management - Energy - Relationships Y 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: JBD DRAWN BY : DPT SCALE : SEE PLAN No. Date Revision 1 5/3/2017 1 st SUBMITTAL 2 7/5/2017 2nd SUBMITRAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN -CONTRACTORS CERTIFICATION FRONDS TO REMAIN TIED —\ AS NOTED BELOW REMOVE BOOTS FROM TRUNK AS – INDICATED. BURN MARKS OR TRUNK DEFECTS NOT ACCEPTABLE SUPPORT BRACING SEE DETAIL INSET RIGHT 2 X 4 PINE BRACE - 3 MINIMUM —� EQUALLY SPACED AROUND TRUNK MULCH 3" LAYER OUTSIDE OF ROOTBALL 1" MAX. LAYER OVER ROOTBALL 6 INCH HT. TEMPORARY --� EARTH SAUCER FINISH GRADE -^ i COMPOST MIX 3" LAYER SPREAD BEFORE EXCAVATING PLANTING HOLE. BACKFILL UTILIZE SOIL REMOVED FROM EXCAVATION, INTERMIXED WITH COMPOST SOIL MIX LAYER C 0 Cn CL E 0 H c 0 M N r co 0 N N PLANT SPACING AS PER PLAN INSET A No 5 LAYERS BURL/ WRAPPING 2 -STEEL BANDS ADD 2X4X6IN( SUPPORTS TO SECURE BRACE PLACE EQUALLY SPACE BRACES TRUNK 2 X 4 X 12 INCH BATTENS, INSTALL BATTENS TO KEEP STEEL BANDS OFF TRUNK DO NOT DRIVE NAILS INTO TRUNK BATTEN DETAIL - INSET A w LL MULCH 2 X 4 X 12 INCH WOOD W LU LU ANCHOR NAILED TO BRACE, LL WOOD BRACE INSTALL 12 INCHES BELOW GRADE MINIMUM. INSTALL -: ,...... OUTSIDE PLANTING HOLE IN UNDISTURBED SUBGRADE. RA DE. 2 X 4 X 12 INCH PLANTING MIX ALL WOOD ANCHOR AROUND. WATER & BOTTOM WITH SEE INSET B x POCKETS REMOVE TOP 1/3 OF BURLAP UNDISTURBED i a AND WIRE. REMOVE SYNTHETIC MATERIALS AND SEE PLAN OTHER MATERIALS THAT 3' JEA NO OBSTRUCTION ZONE WILL NOT DECOMPOSE. U WOOD ANCHOR DETAIL - INSET B NOTES: • ALL TRUNKS SHALL BE PREPARED PRIOR TO DELIVERY. SABAL AND WASHINGTON PALMS SHALL BE BOOTED OR SHAVED AS SPECIFIED. • PALM FRONDS SHALL BE TIED UP UNTIL AFTER PLANTING. TIES SHALL BE REMOVED AS FOLLOWS: WASHINGTON PALM & QUEEN PALM - IMMEDIATELY; SABAL PALMS WHICH ARE NOT'HURRICANE CUT' SHALL REMAIN TIED FOR 3 - MONTHS. REMOVE ALL DEAD AND BROKEN FRONDS, DO NOT REMOVE GREEN FRONDS. NEVER CUT BUD. • PLANT TOP OF ROOT BALL 2" ABOVE FINISHED GRADE; BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. • NEVER NAIL INTO TRUNK. • SABAL PALMS MAY BE HURRICANE CUT, UNLESS STATED OTHERWISE IN THE PROJECT PLANS. TRUNK i N GUYING PLAN N.T.S. 1" DIAM. RUBBER HOSE------� FLEXIBLE NYLON STRAPPING MATERIAL (3 PER TREE) 3" OF SPECIFIED MULCH EXTENDED BEYOND SAUCER. KEEP MULCH AT LEAST 3" FROM TREE TRUNK 6"SAUCER 12" MIN. SPECIFIED PLANTING MIX ALL AROUND. WATER & TAMP TO REMOVE AIR POCKETS CL 3" OF SPECIFIED rn MULCH, KEEP MIN. 3" 3: AWAY FROM TRUNK a _qc w of CL Q PREPARE BED AS QPER WRITTEN Z SPECIFICATION g 6" MIN. SPECIFIED 9 PLANTING MIX ALL o AROUND. WATER & BOTTOM WITH _ _._ TAMP TO REMOVE AIRrLJ x POCKETS W UNDISTURBED W SUBGRADE SEE PLAN NON-NATIVE 3' JEA NO OBSTRUCTION ZONE QV4 U TJA r) SEE PLAN 0 3- 2"x2"x36" PRESSURE TREATED a EXISTING TREES TO REMAIN PALM PLANTING N.T.S. UNDISTURBED SUBGRADE C-3 SPREAD NOTES: • PLANT TOP OF ROOT BALL 2" ABOVE FINISHED GRADE. • BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. • STAKE ABOVE FIRST STRONG BRANCHES AND AS NECESSARY FOR FIRM SUPPORT. TREE PLANTING -SINGLE TRUNK N.T.S. 2X BALL DIA. (5 Z NOTES: GPLANT SO THAT TOP OF ROOT BALL IS FLUSH WITH FINISHED GRADE. 0 co SHRUB PLANTING N.T.S. IL 0 0 0 0 0 0 (D �p 0 0 O EQ. TRIANGULAR SPACING N.T.S. SPACE O.C. PER SPEC. UNDISTURBED SUBGRADE 6 m NOTES: • GROUND COVER PLANTS ARE TO BE SPACED AS INDICATED ON PLANTING PLAN. 13" MIN. SPECIFIED PLANTING MIX UNDER AN() AROUND - WATER AND TAMP TO AIR POCKETS. GROUNDCOVER PLANTING N.T.S. _..... GENERAL LANDSCAPE NOTES - 1. PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II,"FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES OR TO THE STANDARDS AS GIVEN IN THE LATEST "AMERICAN STANDARD FOR NURSERY STOCK,"AMERICAN NATIONAL STANDARDS INSTITUTE. 2. PINE BARK OR PINE STRAW MULCH SHALL BE PROVIDED A MINIMUM OF TWO (2) TO THREE (3) INCHES IN DEPTH AROUND ALL NEWLY PLANTED LANDSCAPING. 3. A MULCH RING FOR ALL NEWLY PLANTED TREES SHALL BE PROVIDED AT LEAST FIVE (5) FEET IN DIAMETER AND NOT CLOSER THAN SIX (6) INCHES FOR THE TREE TRUNK. 4. IRRIGATION WILL BE PROVIDED WITH AN AUTOMATIC IRRIGATION SYSTEM. 5. SHRUB LINES ARE TO BE PLANTED AT THE REQUIRED MINIMUM HEIGHT, NOT BY CONTAINER SIZE. 6. TREES SHALL NOT BE PLANTED CLOSER THEN 5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES. 7. ALL INVASIVE EXOTIC SPECIES MUST BE REMOVED FROM THE DEVELOPMENT AREA. 8. ALL PLANTINGS MUST BE FREE OF INSECTS, PESTS, DISEASE, WEEDS, ETC. 9. GALLON SIZES FOR PLANT MATERIAL ARE STATED AS THE MINIMUM. IF DIMENSIONS ARE NOT AVAILABLE WITHIN THE SPECIFIED CONTAINER IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE DIMENSIONED PLANT MATERIAL IN ANOTHER SIZE POT. 10. CONTRACTOR TO VERIFY ALL QUANTITIES AS SHOWN ON LANDSCAPE PLAN SHEET LP -1. 11. LANDSCAPE AND IRRIGATION SHALL COMPLY WITH CITY OF ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS. WRAPPING a FASTENED NEAR TOP & BOTTOM WITH tTREE CORD x Jq LL W o o NOTES: • PLANT TOP OF ROOT BALL 2" ABOVE FINISHED GRADE. • BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. • STAKE ABOVE FIRST STRONG BRANCHES AND AS NECESSARY FOR FIRM SUPPORT. TREE PLANTING -SINGLE TRUNK N.T.S. 2X BALL DIA. (5 Z NOTES: GPLANT SO THAT TOP OF ROOT BALL IS FLUSH WITH FINISHED GRADE. 0 co SHRUB PLANTING N.T.S. IL 0 0 0 0 0 0 (D �p 0 0 O EQ. TRIANGULAR SPACING N.T.S. SPACE O.C. PER SPEC. UNDISTURBED SUBGRADE 6 m NOTES: • GROUND COVER PLANTS ARE TO BE SPACED AS INDICATED ON PLANTING PLAN. 13" MIN. SPECIFIED PLANTING MIX UNDER AN() AROUND - WATER AND TAMP TO AIR POCKETS. GROUNDCOVER PLANTING N.T.S. _..... GENERAL LANDSCAPE NOTES - 1. PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II,"FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES OR TO THE STANDARDS AS GIVEN IN THE LATEST "AMERICAN STANDARD FOR NURSERY STOCK,"AMERICAN NATIONAL STANDARDS INSTITUTE. 2. PINE BARK OR PINE STRAW MULCH SHALL BE PROVIDED A MINIMUM OF TWO (2) TO THREE (3) INCHES IN DEPTH AROUND ALL NEWLY PLANTED LANDSCAPING. 3. A MULCH RING FOR ALL NEWLY PLANTED TREES SHALL BE PROVIDED AT LEAST FIVE (5) FEET IN DIAMETER AND NOT CLOSER THAN SIX (6) INCHES FOR THE TREE TRUNK. 4. IRRIGATION WILL BE PROVIDED WITH AN AUTOMATIC IRRIGATION SYSTEM. 5. SHRUB LINES ARE TO BE PLANTED AT THE REQUIRED MINIMUM HEIGHT, NOT BY CONTAINER SIZE. 6. TREES SHALL NOT BE PLANTED CLOSER THEN 5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES. 7. ALL INVASIVE EXOTIC SPECIES MUST BE REMOVED FROM THE DEVELOPMENT AREA. 8. ALL PLANTINGS MUST BE FREE OF INSECTS, PESTS, DISEASE, WEEDS, ETC. 9. GALLON SIZES FOR PLANT MATERIAL ARE STATED AS THE MINIMUM. IF DIMENSIONS ARE NOT AVAILABLE WITHIN THE SPECIFIED CONTAINER IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE DIMENSIONED PLANT MATERIAL IN ANOTHER SIZE POT. 10. CONTRACTOR TO VERIFY ALL QUANTITIES AS SHOWN ON LANDSCAPE PLAN SHEET LP -1. 11. LANDSCAPE AND IRRIGATION SHALL COMPLY WITH CITY OF ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS. U W W 2 34 ,6' COMMON NAME LL W Y Z O' PRIVACY 16 a co � TUSCARORA CRAPE MYRTLE SEE PLAN NON-NATIVE 3' JEA NO OBSTRUCTION ZONE QV4 FENCE TJA LIVE OAK SEE PLAN NATIVE 3- 2"x2"x36" PRESSURE TREATED SP1 EXISTING TREES TO REMAIN MULCH BED STAKES -NOTCH TO HOLD NYLON SEE PLAN NATIVE MIN. 16' CT, SLICK TRUNK, 12" CAL. MIN. STRAP. TOP OF STAKE SET BELOW SHRUBS GRADE 1 ( 20 GAL. TREEGATOR ORIGINAL, TWO VSU; ZIPPED TOGETHER APPROX. 40 GAL. 2X BALL DIA OF WATER NOTES: • PLANT TOP OF ROOT BALL 2" ABOVE FINISHED GRADE. • BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. • STAKE ABOVE FIRST STRONG BRANCHES AND AS NECESSARY FOR FIRM SUPPORT. TREE PLANTING -SINGLE TRUNK N.T.S. 2X BALL DIA. (5 Z NOTES: GPLANT SO THAT TOP OF ROOT BALL IS FLUSH WITH FINISHED GRADE. 0 co SHRUB PLANTING N.T.S. IL 0 0 0 0 0 0 (D �p 0 0 O EQ. TRIANGULAR SPACING N.T.S. SPACE O.C. PER SPEC. UNDISTURBED SUBGRADE 6 m NOTES: • GROUND COVER PLANTS ARE TO BE SPACED AS INDICATED ON PLANTING PLAN. 13" MIN. SPECIFIED PLANTING MIX UNDER AN() AROUND - WATER AND TAMP TO AIR POCKETS. GROUNDCOVER PLANTING N.T.S. _..... GENERAL LANDSCAPE NOTES - 1. PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II,"FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES OR TO THE STANDARDS AS GIVEN IN THE LATEST "AMERICAN STANDARD FOR NURSERY STOCK,"AMERICAN NATIONAL STANDARDS INSTITUTE. 2. PINE BARK OR PINE STRAW MULCH SHALL BE PROVIDED A MINIMUM OF TWO (2) TO THREE (3) INCHES IN DEPTH AROUND ALL NEWLY PLANTED LANDSCAPING. 3. A MULCH RING FOR ALL NEWLY PLANTED TREES SHALL BE PROVIDED AT LEAST FIVE (5) FEET IN DIAMETER AND NOT CLOSER THAN SIX (6) INCHES FOR THE TREE TRUNK. 4. IRRIGATION WILL BE PROVIDED WITH AN AUTOMATIC IRRIGATION SYSTEM. 5. SHRUB LINES ARE TO BE PLANTED AT THE REQUIRED MINIMUM HEIGHT, NOT BY CONTAINER SIZE. 6. TREES SHALL NOT BE PLANTED CLOSER THEN 5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES. 7. ALL INVASIVE EXOTIC SPECIES MUST BE REMOVED FROM THE DEVELOPMENT AREA. 8. ALL PLANTINGS MUST BE FREE OF INSECTS, PESTS, DISEASE, WEEDS, ETC. 9. GALLON SIZES FOR PLANT MATERIAL ARE STATED AS THE MINIMUM. IF DIMENSIONS ARE NOT AVAILABLE WITHIN THE SPECIFIED CONTAINER IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE DIMENSIONED PLANT MATERIAL IN ANOTHER SIZE POT. 10. CONTRACTOR TO VERIFY ALL QUANTITIES AS SHOWN ON LANDSCAPE PLAN SHEET LP -1. 11. LANDSCAPE AND IRRIGATION SHALL COMPLY WITH CITY OF ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS. REES TO REMAIN / 7.5' ELEC. EASEMENT AHERN STREET (FORMERLY ATLANTA STREET) 40' PUBLIC ROW PLANT SCHEDULE TREES QTY 34 ,6' COMMON NAME SPACING ORIGIN PRIVACY 16 EXISTING TREES TO REMAIN 3' JEA NO OBSTRUCTION ZONE LAGERSTROEMIA X TUSCARORA' TUSCARORA CRAPE MYRTLE SEE PLAN NON-NATIVE 3' JEA NO OBSTRUCTION ZONE QV4 FENCE TJA LIVE OAK SEE PLAN NATIVE SPI SP1 EXISTING TREES TO REMAIN MULCH BED 195 195 SEE PLAN NATIVE MIN. 16' CT, SLICK TRUNK, 12" CAL. MIN. 2 SHRUBS QTY BOTANICAL NAME MCA, VSU; ORIGIN REMARKS CFR 17 CORDYLINE FRUTICOSA'BLACK MAGIC' TI PLANT'BLACK MAGIC' 31 CA 3 GAL., 24" HT.,18" SPD., SUN GROWN V013 156 VIBURNUM OBOVATUM 'MRS. SCHILLERS DELIGHT' 'MRS. SCHILLERS DELIGHT VIBURNUM _ NATIVE 16" - 18' HT.X 16" SPR., 3 GAL., ,FULL IN POT VSU 67 VIBURNUM SUSPENSUM SANDANKWA VIBURNUM 36" O.C. NON-NATIVE 18"- 24" HT.X 18" SPR., 3 GAL.. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME SPACING I ORIGIN IREMARKS MCA 252 MUHLENBERGIA CAPILLARIS PINK MUHLY 36" O.C. NATIVE 16"- 18"HT.X 16" SPR., 3 GAL. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SPACING ORIGIN REMARKS MULCH 292 SF MINI PINE BARK NUGGETS MINI PINE BARK 12" O.C. 3" DEPTH IN ALL PLANTING BEDS RRD 53 ROSA X RED DRIFT RED DRIFT ROSE 24" O.C. NON-NATIVE 14"- 16"HT.X 16" SPR., 3 GAL. FULL SOD 292 SF STENOTAPHRUM SECUNDATUM -FLORATUM- FLORATAM ST. AUGUSTINE SOD i 2 -3" THICK SOLID, FRESHLY CUT, WEED FREE ak 298 TRACHELOSPERMUM JASMINOIDES'CONFEDERATE' CONFEDERATE JASMINE 18" O.C. NON-NATIVE 1 GAL., 24" HEIGHT, FULL 5 RUNNERS MIN ID I A ✓ �` V Swale L.— — — — ...J \ _ Swale i , J .. REES TO REMAIN / 7.5' ELEC. EASEMENT AHERN STREET (FORMERLY ATLANTA STREET) 40' PUBLIC ROW PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SPACING ORIGIN REMARKS LT4 11 LAGERSTROEMIA X TUSCARORA' TUSCARORA CRAPE MYRTLE SEE PLAN NON-NATIVE 14' - 16• HT & 4' - 6' SPR., 4" CAL., STD, QV4 4 QUERCUS VIRGINIANA LIVE OAK SEE PLAN NATIVE 12• - 16' HT.X 8• - 10' SPR., 4" CAL., 5 CT MIN. SP1 16 SABAL PALMETTO CABBAGE PALMETTO SEE PLAN NATIVE MIN. 16' CT, SLICK TRUNK, 12" CAL. MIN. SHRUBS QTY BOTANICAL NAME COMMON NAME SPACING ORIGIN REMARKS CFR 17 CORDYLINE FRUTICOSA'BLACK MAGIC' TI PLANT'BLACK MAGIC' 36" O.C. NON-NATIVE 3 GAL., 24" HT.,18" SPD., SUN GROWN V013 156 VIBURNUM OBOVATUM 'MRS. SCHILLERS DELIGHT' 'MRS. SCHILLERS DELIGHT VIBURNUM 24" O.C. NATIVE 16" - 18' HT.X 16" SPR., 3 GAL., ,FULL IN POT VSU 67 VIBURNUM SUSPENSUM SANDANKWA VIBURNUM 36" O.C. NON-NATIVE 18"- 24" HT.X 18" SPR., 3 GAL.. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME SPACING I ORIGIN IREMARKS MCA 252 MUHLENBERGIA CAPILLARIS PINK MUHLY 36" O.C. NATIVE 16"- 18"HT.X 16" SPR., 3 GAL. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SPACING ORIGIN REMARKS MULCH 292 SF MINI PINE BARK NUGGETS MINI PINE BARK 12" O.C. 3" DEPTH IN ALL PLANTING BEDS RRD 53 ROSA X RED DRIFT RED DRIFT ROSE 24" O.C. NON-NATIVE 14"- 16"HT.X 16" SPR., 3 GAL. FULL SOD 292 SF STENOTAPHRUM SECUNDATUM -FLORATUM- FLORATAM ST. AUGUSTINE SOD NON-NATIVE 2 -3" THICK SOLID, FRESHLY CUT, WEED FREE TJA 298 TRACHELOSPERMUM JASMINOIDES'CONFEDERATE' CONFEDERATE JASMINE 18" O.C. NON-NATIVE 1 GAL., 24" HEIGHT, FULL 5 RUNNERS MIN IRRIGATION NOTES: 1) IRRIGATION IS PROHIBITED BETWEEN 10 A.M. AND 4 P.M. 2) DURING DAYLIGHT SAVING TIME (SECOND SUNDAY IN MARCH UNTIL THE FIRST SUNDAY IN NOVEMBER) IRRIGATION IS LIMITED TO NO MORE THAN TWO DAYS PER WEEK ON SCHEDULED DAYS. 3) DURING EASTERN STANDARD TIME (FIRST SUNDAY IN NOVEMBER UNTIL THE SECOND SUNDAY IN MARCH) IRRIGATION IS LIMITED TO NO MORE THAN ONE DAY PER WEEK ON SCHEDULED DAYS. NONRESIDENTIAL IRRIGATION IS ALLOWED ON TUESDAY. 4) IRRIGATION USING A MICRO -SPRAY, MICRO -JET, DRIP OR BUBBLER IRRIGATION SYSTEM IS ALLOWED ANYTIME. 5) IRRIGATION CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND SHALL CLARIFY ANY DISCREPANCIES ON THE PLAN PRIOR TO BIDDING. 6) ALL PIPE AND WIRE UNDER PAVING SHALL BE I'LACED IN SCHEDULE 40 P.V.C. SLEEVES FOR THE FULL PAVEMENT COVERAGE LENGTH AND SHALL BE AT LEAST 24" BELOW GRADE SLEEVE LOCATIONS FOR GRAPHIC CLARITY. COMBINE SLEEVES WHEREVER POSSIBLE. 7) MAINLINES SHALL BE BURIED TO PROVIDE A MINIMUM COVER OF 18", WHILE ALL LATERAL LINES SHALL HAVE A MINIMUM OF 12". 8) THE CONTRACTOR SHOULD TAKE CARE TO REROUTE PIPING AS NECESSARY TO AVOID PLANT OR TREE ROOTS. 9) ALL SPRINKLERS SHALL BE SITE ADJUSTED TO PREVENT WATER OVERTHROW ONTO BUILDING SURFACES, ROADWAYS, AND WALKWAYS. 10) ALL SPRINKLERS SHALL BE A MINIMUM OF 18" FROM ANY BUILDING. 11) SHRUB BODY SPRINKLERS MAY BE SUBSTITUTED FOR HI -POPS AGAINST BUILDING(S) AT OWNERS DISCRETION. CONTRACTOR SHALL VERIFY WITH OWNERS REPRESENTATIVE ALL CONTRO LER PROGRAMMING, INCLUDING MONTHLY ADJUSTMENTS, PRIOR TO FINAL INSPECTION. _____ .. ........... PROSSERTm Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES a ATLANTIC BEACH V DATE : MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY : SB DRAWN BY : BHK SCALE: SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE LANDSCAPE PLAN AND DETAILS Q�r4`���1 �.Sl �• 11543 `� : c s �-- LP -1 SHA IBD FL. REG. DATE: S H E E T C 0 W 0. 0 c 0 0 ¢ 0 M N_ 0 0 N N CL d rn 3 W a U U) 0 Z J 0 Cl) 0 0 Z W 0 U 0 0 U Z W W 0 M C) 0 0 e? LANDSCAPE SPECIFICATIONS PART 1- GENERAL 1.1 GENERAL NOTES A. Contractor shall comply with applicable laws, ordinances and codes; obtain required permits, inspections; pay required fees. B. Prior to preparing and submitting cost proposal, Bidder shall visit and inspect the project site to become familiar with existing conditions. C. This contract includes providing and installing plant and landscape materials as described within the contract documents. D. Contractor shall perform fine grading to establish finish grades in landscape areas. Fine grading shall include only minor grading to correct random or infrequent grade irregularities to 1" or less. E. Grading-Berming labeled on the project plans shall be the responsibility of the landscape contractor to construct. Landscape contractor shall provide fill and grading for these areas and coordinate fill requirements with general contractor prior to bidding. F. Bidder -Contractor shall verify all plant quantities shown on plans. Notify Landscape Architect -Owner's Representative of discrepancies. G. Plant size noted in plant schedule shall be the minimum acceptable size. Container gallon size are minimum. Contractor shall provide the plant material in container size needed to meet plant size specified. 1.2 DEFINITIONS A. Finish Grade: Top of surface soil and top of planting bed after plant installation. B. Topsoil: Native or imported surface soil modified with soil amendments per recommendations from commercial soil -testing laboratory. C. Compost Mix: Homogeneously blended organic material, see Part 2 - Products. D. Subgrade: Soil below finish grade and soil below finish grade remaining after completing excavation. E. Final Acceptance: Shall mean that point in time when requirements of contract documents are completed, including punch -list items, to the satisfaction of the Landscape Architect -Owner's Representative. Contractor will be notified in writing of final acceptance by Landscape Architect -Owner's Representative. n of final acceptance, continuing for the duration F. Warranty Period: Shall begin after notificatio of the specified period. G. Final Warranty Inspection; Shall occur near the end of the warranty period. H. Contract Documents: Project plan set, technical specifications and documentation issued during project bidding, award and installation. 1.3 SUBMITTALS B. Product Data: Each type of product utilized C. Samples: Pine Bark D. Product certificates, confirmation letter that the Contractor has procured all plant materials and products to complete the project plans. E. Planting Schedule: Indicating anticipated installation dates. F. Maintenance Instructions: Provide prior to final acceptance. G. Agronomic Soil Tests for Topsoil and Compost Mix: Soil testing and recommendations shall be performed by a commercial soil -testing laboratory. Areas to be installed with plants and lawn areas shall be tested. Tests shall include a fertility test, pH factor, percentage of organic matter and a suitability analysis. The suitability analysis shall include percolation tests and evaluation of soil composition to determine the soil's suitability to sustain the project's plant materials and to bring the soil to a pH rating between 5.5 to 6.5. Submit copy to Landscape Architect -Owner's Representative of soil tests, written recommendations for soil suitability, soil amendments, fertilizer, chemical conditioner application rates for soil preparation, and a maintenance fertilization program. H. Manufacturer's Data: Include physical characteristics, application, installation instructions and recommendations to be utilized. a. Fertilizer b. Each soil amendment to be used c. Herbicide d. Super absorbent, if to be utilized e. Pre -emergent herbicide f. Materials identified in contract documents I. Written plant guarantee J. Prior to purchase and delivery of plants, Contractor shall provide the Landscape Architect -Owner's Representative with photos of proposed plant materials and coordinate nursery visit. 1.4 QUALITY ASSURANCE A. Landscape Contractor Qualifications: The Landscape Contractor (Contractor) shall have previous experience installing projects of equal or greater size to the project plans. The Contractor shall have a full-time supervisor with a minimum of 5 years of experience that is on-site during installation process. B. Soil Analysis: Contractor shall provide soil analysis of the existing surface soil and compost mix. Agronomic soil testing shall be performed by a commercial soil -testing laboratory. C. Provide quality, size, genus, species, and variety of plants indicated, complying with "Florida Number 1" or better classification in Grades and Standards for Nursery Plants," latest edition, published by Florida Department of Agriculture, Division of Plant Industry, Gainesville, Florida. To evaluate plants not specifically listed in the "Grades and Standards for Nursery Plants," use the appropriate matrix type. D. Pre -Installation Conference: Prior to beginning plant installations, conduct conference at project site. E. Substitutions: 1. If a plant material or product is not available, the Contractor shall submit to the Landscape Architect -Owner's Representative for approval, proof of non-availability with a recommendation for an equivalent material. When authorized, adjustment of contract amount may be made. No substitutions will otherwise be allowed. F. Inspection: Landscape Architect -Owner's Representative may inspect plants at nursery and project site prior to planting, for compliance with plans. The Landscape Architect -Owner's Representative may inspect plants at any time for size and condition of balls, root systems, insects. injuries, latent defects, and reject plant materials at any time during progress of work. Contractor shall remove rejected plants from project site. The Landscape Architect -Owner's Representative's preliminary inspection is not to be construed as acceptance until such time as a written final acceptance inspection is received. 1.5 DELIVERY, STORAGE, AND HANDLING A. Prior to materials being shipped from supplier, Landscape Architect -Owner's Representative may inspect materials on-site or through the submission of photographs. Refer to the plant schedule within the project plan set for specific plants requiring on-site tagging -inspection. B. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of plants during delivery. Do not drop plant materials. C. Deliver plants after preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set plants trees in shade, protect from weather and mechanical damage, and keep roots moist. 1.6 WARRANTY A. Warranty. Contractor shall warrant plants for the warranty period indicated against defects including death and unsatisfactory growth. Contractor will not be responsible for defects resulting from lack of adequate maintenance, abuse by Owner, winds of tropical storm speed per Saffir-Simpson Hurricane Scale or higher winds, or acts of God. 1. Warranty Period for Plant Materials: 1 year from date of final acceptance 2. Warranty Period for Sod: 6 months from date of final acceptance LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS 1.7 MAINTENANCE A. Plant Materials: Maintain until final acceptance by runing, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repai ng stakes and supports, resetting plants to proper grades, vertical position, as required to establis., healthy, viable plantings. Spray insecticides to keep plants free of insects and disease. B. Protect plant materials from damage due to landsc pe operations, operations by other contractors and others. Maintain protection during installation and final acceptance. Treat, repair, and replace damaged plantings at no additional cost to th Owner. C. Maintenance of sod areas: The Contractor shall maintain until final acceptance by protecting sod areas against traffic or other use by warning signs an� barricades, as approved by the a Architect O p 9 Landscape wner's Representative. Damaged od shall be repaired by re -grading, then re -sod. Contractor shall mow, water and otherwise maint in sod areas in a satisfactory condition until final acceptance of the work. II 1. Maintain sod areas until final acceptance by watering, weeding, mowing, applications of herbicides, fungicides, insecticides, fertilization and re-se�ding until a full, uniform stand of grass free of weeds, undesirable grass species, disease, and in ects is achieved and accepted by the Landscape Architect -Owner's Representative. a. Repair, re -work, and re -sod all areas that lave washed out, eroded, or are not a healthy stand of grass. b. Mow sod areas when top growth reaches height where no more than a third of the leaf blade will be removed at any single mowing. Repeat owing to maintain specified height per recommendations of local agricultural extension agency. 1.8 REPLACEMENTS AND CONDITIONS I A. Promptly remove and replace plant materials that a�e dead, unhealthy condition, fallen below acceptable quality. Prior to the end of the warranty period a final warranty inspection of the work may be made by the Landscape Architect -Owner's Repre entative. The Contractor shall remove and replace plant materials and sod areas found to not be in compliance with contract requirements. Replacement plant material size and species shall be as n ted in the project plans. A new warranty period shall commence on each plant replaced during the arranty period, contractor shall maintain plant warranty log. i 1.9 FINAL INSPECTION AND ACCEPTANCE A. Final Inspection: Upon completion of landscape installation, the Contractor shall notify the Landscape Architect -Owner's Representative in writing 10 days prior to requested inspection date. Landscape Architect -Owner's Representative will make an inspection to determine compliance with contract documents. When inspected landscape work dos not comply with contract documents, the Contractor shall remove and replace rejected work an continue maintenance. Contractor shall provide 48 hour notice to Landscape Architect -Owner's Representative requesting re -inspection. Plant Materials: a. Replace plant materials not in healthy condition, ails below quality requirements B. Lawns: a. At the time of final warranty inspection, sod area shall be healthy, well -rooted even colored, lawn is established, weed free without open jointsiil and bare areas. PART 2 - PRODUCTS 2.1 PLANTS A. Tree and Shrub Material: Provide nursery -grown tr�e and shrub materials complying with plant quality requirements, Part 1 -General. Provide well-s��aped, fully branched, healthy, vigorous plants free of disease, insects, eggs, larvae, and defects sypch as knots, sun scald, injuries, abrasions, and disfigurement. B. Ground Cover: Provide ground cover species indic ted, established and well rooted in pots or similar containers, and complying with plant quality requ rements, Part 1 -General. C. Annuals: Provide healthy, disease-free plants of sp cies and variety shown or approved, complying with plant quality requirements, Part 1 -General. Provide plants acclimated to the conditions they are to be installed on the project and are inbud with few, if any blooms. D. Perennials: Provide healthy plants from a commercial nursery, of species and variety shown or approved, complying with plant quality requirements, Pa 1 -General. E. Sod: Sod shall be species and locations in the project plans. Sod shall be freshly cut in pads (or rolls with prior approval). Sod shall be derived from an area having a soil type similar to the soil on which it is to be laid. Sod shall be healthy, free of weed and insects including ground pearls and spittle bugs, in naturally green condition, and shall have an abundance of roots contained within a mat of topsoil derived in the harvesting process from the ar�a where grown. Brown, dry, irregularly smooth, and/or un -fresh sod will be rejected. l 2.2 PLANTING MATERIALS A. Topsoil: pH range of 5.5 to 6.5, a minimum of 6 percent organic material content; free of stones 1 inch or larger in any dimension and extraneous ry aterials harmful to plant growth. 1. Topoil Source: Amend existing surface soils acco ding to recommendations from soil tests analyzed by commercial soil testing laboratory, see Part -1 Seneral. B. Soil Amendments: Following are soil amendments th t may be utilized to modify existing surface soil according to recommendations from agronomid�soil testing analysis. a. Lime: Natural dolomitic limestone containing not less than 85 percent of total carbonates with a minimum of 30 percent magnesium carbonates, gr pund so that not less than 90 percent passes a 10 -mesh sieve and not less than 50 per ce t passes a 100 -mesh sieve. b. Aluminum Sulfate: Commercial grade. c. Peat Humus: Finely divided peat, completely decom osed and free of fibers to eliminate it's biological identity. Provide in granular form, free of h rd lumps and with pH range suitable for intended use or Florida Muck with a texture and pH r� nge suited for the intended use. Florida Muck shall be delivered in a non -muddy state, reaso hably free of clay, roots and litter and other extraneous or toxic matter harmful to plant gro� th. Florida Muck shall be subject to approval by the Owner. d. Bonemeal: Commercial, raw, finely ground; 4 percennitrogen and 20 percent phosphoric acid. e, Superphosphate: Soluble mixture of treated minerals 20 percent available phosphoric acid. f. Sand: Clean, washed builder's sand, free of toxic ma�erials, free of salt, weeds, sticks and other debris. Sand shall conform to ASTM C3 for fiv aggregates. g. Perlite: Conforming to National Bureau of Standards S 23. h. Vermiculite: Horticultural grade, free of toxic substan� es. i. Sawdust: Rotted sawdust, free of chips, stones, stick , soil, or toxic substances and with 7.5 pounds of nitrogen uniformly mixed into each cubic y rd of sawdust. j. Manure: Well rotted, unleached stable or cattle manu a containing not more than 25 percent by volume of straw, sawdust, or other bedding materi�ls and containing no chemicals or ingredients harmful to plants. k. Mulch: Organic mulch shall be uniform in size, shape texture and free from deleterious materials and suitable for top dressing of trees, shrubs, or plants and consisting of one of the following: 1. Medium-sized (Mini -sized) pine bark chips, clean, right and free from weeds, moss, sticks and other debris. 2. Areas indicated as "pine straw mulch" shall includ mulch that is clean, bright and free from weeds, moss, sticks and other debris. I. Fertilizer: 1. Fertilizer: Pelletized fertilizer with nitrogen, phosp orous and potassium in 100 percent slow release form, with the following composition: a. Composition: 8 percent nitrogen, 2 percent phosphorous, 12 percent potassium + 4 percent magnesium and all micro -nutrients 2.3 COMPOST MIX A. Compost Mix: Manufactured mix that is weed and disease free, pasteurized composed of: a. 34% Aged Pine Bark b. 33% Finished Organic Compost C. 33% Composted Cow Manure B. Compost mix shall be sent to an approved agronomic soil -testing laboratory to provide the requirements noted Part 1 -General. D. Seed: 1. Seed: All seed shall be furnished from a certified seed dealer or certified seed grower; meet the requirements of the Florida Department of Agriculture regulations; be labeled in accordance therewith. Seed shall be free of noxious weeds. E. Sprigging: Sprigs shall be certified to genetic purity, free of pests and disease, delivered in a timely fashion and consist of stems, leaves and stolons. The sprigs shall come from a certified supplier, approved by the Owner's Representative. After being harvested, the sprigs shall be delivered to the planting site within 24 hours. The stock shall contain no weeds, soil, or other debris and shall not be dried out at the time of planting. Sprigs shall be harvested to facilitate separation and distribution. Sprigs shall average four to six inches in length and carry at least four nodes. Sprigs shall be planted within twenty- four hours after removal from the certified supplier. It shall be the Contractor's responsibility to protect the stolons, keeping them moist and out of the sunlight before and during the planting operation. PART 3 - EXECUTION 3.1 PLANTING 1. Prior to installing plant materials, Contractor shall perform drainage test excavations one per acre of site planting areas or submit plan of locations for Landscape Architect approval, a minimum of 250 ft on center throughout the planting and sod areas. Test excavations shall be a minimum of 12"dia. and 12" deeper than the largest proposed plant rootball. Test excavations shall be filled with water to finish grade, then monitored to verify excavations have completely drained within a 3 hour period. Landscape Contractor shall notify the Landscape Architect -Owner's Representative of any excavations which fail this test, prior to proceeding with plant installations. Corrective actions may be required, such as but not limited to over -excavation to break sub -surface soil conditions which shall be the Contractor's responsibility and may be considered additional work. Contractor shall seek and obtain approval from Owner's Representative prior to proceeding. 2. Unsuitable Soil Conditions: Absolutely no plastic or clayey soil is to be used in landscape areas. If such a condition is found, the area is to be back-filled with material of suitable sandy gradation which is porous and percolates well with reasonable compaction. If any planting or sod area has a plastic or clayey soil condition which prevents proper drainage, then a system of underdraining, turf drain or other means of releasing underground standing water must be incorporated under the direction of the Landscape Architect -Owner's representative. 3. Upon completion of landscape installation the finish grade of planting beds and lawn areas shall be minimum 6 inches below adjacent structures and slope away from existing structures per the Florida Building Code. Verify compliance with Florida Building Code with General Contractor prior to beginning work. Parking lot islands shall slope at 3% from center of island to curb. Finish grade shall be below sidewalks, curbs and walking surfaces to allow for mulch thickness and sod. 4. Upon completion of landscape installation, the Contractor shall notify the Landscape Architect -Owner's Representative in writing 10 days prior to requested inspection date. Landscape Architect -Owner's Representative will make an inspection to determine compliance with Contract Documents. 5. The Contractor shall be responsible for stability and plumb conditions of all plant materials, be Icgally liable for damage caused by instability of plant materials. Proper staking and guying is the Contractor's responsibility. Contractor shall under their own discretion provide additional staking and guying above and beyond, the requirements of the project plans at no additional expense to the Owner. A. Plant Material Installation and Planting Bed Preparation: 1. Topsoil shall be modified according to recommendations from agronomic soil -testing laboratory, prior to installation of plants. 2. Spead on top of topsoil a 3 inch layer of compost mix prior to planting. Mix shall be incorporated in planting holes during installation. 3. Do not spread compost mix if topsoil is frozen, muddy, or excessively wet. 4. Planting Pits and Trenches: Excavate circular planting pits with sides sloped inward. Trim base= leaving center area raised slightly to support root ball and assist in drainage. Do not further distOrb base. Scarify sides of plant pit smeared or smoothed during excavation. 5. Topmost Root: Topmost root -root flare shall be visible prior to planting - Find the topmost root and remove excess soil to expose topmost root -root flare. 6. Root Defects: Inspect root ball for root defects, cut roots at the point where they begin to kink or circle. Root ball shall comply with Florida Grades & Standards. 7. Remove rocks, sticks or other deleterious material greater than 1 inch in any 1 direction prior to backfill process. 8. Set tree, palm and shrubs plumb and in center of tree planting pit or trench with top of root ball 2 inches above finish grade. a. Container Grown: Carefully remove root ball from container without damaging root ball or plant. b. Ball and Burlaped Root ball: Do not use plant materials if root ball is cracked or broken before or during planting operation. Do not lift plants by the trunk. Remove rope, synthetic burlap, plastic and materials that will not decompose. Remove top 1/3 of wire basket. c. Backfill planting excavation incorporating compost mix. Work soil around roots eliminate voids and air pockets. When planting pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. d. Repeat watering until no more water is absorbed. After planting, remove excess soil and rake plant beds to a smooth even surface conforming to required finish grades. e. Upon completion of plant installations, fertilize according to specifications. f. Tree pits in non -irrigated areas shall be installed with super absorbent, according to manufacturer's recommendations. 9. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. 10. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. 11. Finish Grading: Level planting area to a smooth, uniform surface with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 12. Upon completion of plant installations, fertilize according to specifications. 13. Tree and Shrub Pruning: Prune, trees and shrubs according to International Society of Arboriculture standards. Contractor shall prune trees and shrubs to comply with Florida Grades and Standards. Prune plants to retain natural character. B. Sod: 1. Topsoil shall be modified according to recommendations from agronomic soil -testing laboratory, prior to installation of sod, see Part 1 -General. 2. Remove rocks, sticks or other deleterious material greater than 1 inch in any 1 direction prior to sod installation. 3. Finish grade to receive sod shall be uniformly graded and irrigated prior to sod installation. Sod shall be laid end-to-end and side-to-side to form a uniform layer of un -broken, un -gapped turf. All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. All gaps or spaces shall be filled to a smooth level with topsoil as specified herein. Edges shall be "heeled -in" and finished smoothly without uneven exposure. Place sod with staggered joints closely butted, tamped or rolled to an even surface to the required finished grade. Avoid continuous seam along line of water flow in swales. Place sod in rows at right angles to slope. Peg sod on slopes greater than 3:1. 4. Upon completion of sod installation, sod areas shall be watered to provide a healthy growing condition. Watering shall be monitored and adjusted by the Contractor to prevent over or under watering. C. Seed: 1. Seed: All seed shall be furnished from an established seed dealer or certified seed grower; shall meet the requirements of the Florida Department of Agriculture regulations; and shall be labeled in accordance therewith. Seed shall be free of noxious weeds. 2. Seed Planting: At a minimum the contractor shall test the soil to verify conditions are acceptable for turf growth. 2.1. Submit agronomic soil tests for existing soil. Tests shall be performed by an approved agronomic soils testing laboratory and shall include a fertility test with the pH factor and the percentage of organic matter and a suitability analysis. The suitability analysis will include percolation tests and evaluation of soil composition to determine the soil's suitability to sustain healthy turf. Submit written recommendations for soil suitability and all necessary soil amendments, fertilizer and chemical conditioner application rates for soil preparation, and a post maintenance fertilization program. Submit recommendations to bring the soil to a pH rating between 5.5 to 6.5 and to supply necessary nutrients to satisfactory level for planting and sustaining vigorous turf growth. Submit a copy of soil tests with suitability analysis and recommendations to Owner's Representative prior to any planting. 2.2 At a minimum apply 100 lbs/acre of scarified, chemically treated Bahia Seed. Apply by hand, cyclone seeder, drill or hydro -seeding. The final result shall place the seeds 1/4" -'/2' below the soil. 2.3. At a minimum apply an additional 30 lbs/acre of quick growing rye grass over the entire area. 2.4. Contractor is responsible for utilizing the best application method to prevent erosion of soil during seed growth. 2.5. At a minimum apply mulch (straw, hay, wood, etc.) at a rate of 2.5 tons per acre during seeding. 2.6. At a minimum apply fertilizer during seeding at a rate of 250lbs/acre using a 12-6-8 fertilizer or other ratio recommending by the soil testing. An additive of 4% magnesium is also required and should be verified with soil testing. 2.7. Contractor is responsible for dust control and measure should be taken to minimize movement of dust in addition to seeding and mulching. 3. Watering: At a minimum apply 3/4" to 1" of water each week to the newly seeded areas to help germination until the grass is fully established. The contractor is responsible to monitor rainfall quantities and supplement with watering as necessary. The contractor shall record all watering information and furnish to the Owner's Representative when requested. 3.1. During the maintenance period the contractor shall supplement the rain water amount with hand watering as necessary to maintain an average of 1/2" of water weekly. At any time the owner's representative may require an immediate watering of areas they find suffering from a lack of water. The contractor will have 2 days to water these areas. 4. Maintenance: At a minimum the contractor shall be responsible for mowing the new established Bahia grass at four (4) different times throughout the 12 month warranty period. The timing of mowing shall be coordinated and approved by the owner's representative. 4.1. At a minimum the contractor shall implement a fertilization program that will adequately assist the continued health of the turfgrass. This should include a spring, summer, and fall fertilization treatment unless proper soil sample analysis is supplied to the owner's representative that warrants no treatment required. The owner's representative shall make the final decision. 4.2. At the request of the owner's representative, at any given time, any area of the project that has not properly been covered by turfgrass, that is undernourished, underwatered, eroded, or in any other way not acceptable to the owner's representative, the contractor will have seven (7) days to fully correct the problem at the contractor's expense. D. Fertilization, Pre -Emergent and Mulching: 1. Prior to mulching, apply fertilizer specified in Part 2 -Products to tree, palm, shrub, groundcover and sod areas at the rate of 1.5 pounds of actual fertilizer per 100 square feet. Fertilizer application shall be witnessed by Landscape Architect -Owner's Representative. E. Mulching and Pre -Emergent Herbicide: 1. Apply pre -emergent herbicide to tree, palm, shrub, and groundcover areas according to manufacture's recommendations. Pre -emergent application shall be witnessed by Landscape Architect -Owner's Representative. 2. Mulch surfaces of tree, palm, shrub and groundcover areas. Apply 3 inch depth of settled mulch, level with adjacent finish grades, sidewalks, curbs and sod. Mulch over root ball of plants shall be 1 inch maximum. F. Plant Protection: 1. Protect plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods, as approved by Landscape Architect -Owner's Representative. Treat, repair, or replace damaged plant materials. G. Clean Up: 1. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose off Owner's property. H. Sprigging: 1. The Contractor shall cardfully coordinate the sprigging operation being careful not to sprig an area too large or move so swiftly that a reasonable watering operation could not follow. Carelessness on the part of the Qontractor, as mentioned above, shall result in the Contractor being liable for the cost of additional slots and the replanting of same. 2. A successful planting shall be defined as the insertion of 12 live sprigs per square foot. 3. An automatic planting m1chine shall be used, the machine shall insert live sprigs at 1-1/2 to 2 inch centers and roll the surface smooth on one pass. A minimum rate for sports field shall be 400 bushels per acre and sprigs shall be "cut in" mechanically. 4. After planting, sprigs mutt be watered to avoid drying out. Watering must be maintained until the sprigs tack down, about 14 days, then reduced to kept the sprigs well irrigated until complete coverage is obtained. Insects such as army worms are the biggest insect threat and can completely destroy a stand of immature sprigs overnight, it is the Contractors responsibility to monitor and treat all infestations as may be required. 5. The sprigs must be properly fertilized until completely grown in (about 12 weeks in optimum season - do not attempt to sprig past August 1). Apply 1 Ib of nitrogen/1,000 square feet per week, applied in 2, 1/2 Ib applications for 12 weeks. The nitrogen source shall be 75% water soluble and 25% water insoluble. Test soil and apply lime as needed to meet, then apply a pre -plant "complete" fertilizer, 10-10-10 at least 21b/M which needs to be lightly incorporated into the soil prior to sprigging. 6. Contractor shall be responsible for the planting and grow -in of all sprigged areas. The grow -in responsibilities shall include all mowing, fertilization monitoring, watering and any additional activities required to produce a weed -free dense turf. The grow -in and maintenance period shall be considered complete when a healthy, well -rooted, even -colored, viable lawn has been established, free of weeds, surface irregularities and no bare areas greater than 2-1/2 square inch/10 square feet, with no bare area greater than 1 sq in each. Contractor shall notify the Landscape Architect -Owner's Representative in writing requesting an inspection with 48 hours notice to determine final acceptance of all tie sprigged areas. TM PROSSER Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE : MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: SB DRAWN BY : BHK SCALE : SEE PLAN No. Date Revision 1 5/3/2017 1 st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE LANDSCAPE SPECIFICATIONS SC,,"N �p STATH e a LP -2 S H E E T TREE PRESERVATION NOTES 1). ALL PRESERVED TREES AND PRESERVED UNDERSTORY VEGETATION SHALL BE PROTECTED WITHIN A CONTINUOUS TREE PROTECTION BARRICADE AT THE EDGE OF THE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE UNDERSTORY VEGETATION UNDER PRESERVED TREES. THE CONTRACTOR SHALL REMOVE ALL WEEDS, DEAD LIMBS, FALLEN BRANCHES AND TRASH IN PRESERVED AREAS. PROTECTED PRESERVED TREES SHALL BE TRIMMED PER ANSI STANDARDS. 2). THE CONTRACTOR PERFORMING THE SITE CLEARING SHALL BE RESPONSIBLE FOR ANY FINES LEVIED AND / OR MITIGATION REQUIRED BY ST. JOHNS COUNTY FOR TREES DESIGNATED FOR PRESERVATION BY THIS PLAN WHICH ARE PURPOSELY OR OTHERWISE DESTROYED DURING THE SITE CLEARING ACTIVITIES. 3). NO CLEARING OPERATIONS SHALL COMMENCE PRIOR TO A SITE VISIT BY CITY OF ATLANTIC BEACH OFFICIALS TO EXAMINE THE TREE BARRICADES AROUND PRESERVED TREES AND UNDERSTORY VEGETATION. 4). THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IF ANY QUESTIONS ARISE CONCERNING THE REMOVAL OF ANY T�CCC FENCE FASTENED TO POSTS & RAIL NOTES: 1) THIS BARRICADE SHALL BE IN PLACE PRIOR TO LAND CLEARING AND CONSTRUCTION ACTIVITIES. 2) THE PROTECTED TREES TO BE SAVED SHALL BE PROVIDED WITH A PROTECTED TREE BARRICADE FENCE THAT INCLUDES 50% OF DRIP LINE. 3) WHERE EXISTING TREES TO REMAIN ARE BEHIND SILT FENCE, TREE PROTECTION BARRICADE NOT REQUIRED. 4) CONTRACTOR SHALL NOT WORK, STORE MATERIALS, OR DISTURB AREA BEHIND SILT FENCE & TREE PROTECTION BARRICADE. TREE MITIGATION NOTES & DETAILS POINT AT WHICH ROOTS ARE PRUNED PRIOR TO EXCAVATION / DEPTH OF EXCAVATION FOR PAVEMENT BASE AND SUB -BASE MATERIAL NOTE ON DISTURBANCE OF TREE ROOT ZONE 8' O.C. MAX EXISTING TREE EXISTING GRADE IF AND WHEN TRENCHING DOES OCCUR WITHIN THE DRIPLINE OF THE TREE THESE STEPS NEED TO BE TAKEN: 1). USE AN IRRIGATION OR ROOT -PRUNING TRENCHER TO CUT THE ROOTS AND IMMEDIATELY FOLLOW UP WITH A HANDSAW TO CLEANLY CUT ANY ROOT OVER 1" IN DIAMETER. 2). NO ROOTS GREATER THAN 2" IN DIAMETER WILL BE CUT. 3). KEEP ALL MACHINERY OUTSIDE OF 50% OF THE DRIPLINE ZONE TO MINIMIZE COMPACTION. 4). SOIL USED TO FILL IN THE TRENCH SHOULD BE LIGHTLY COMPACTED TO ALLOW FOR AIR TO REACH THE ROOT ZONE. 5). A 24" DEEP ROOT BARRIER NEEDS TO BE INSTALLED FOR ANY EXISTING TREE IN CLOSE PROXIMITY TO A CURB. w CITY ATLANTIC BEACH (SEC.23-32.0 Protective barriers and sign�ige required. Protective barriers and signage shall be installed around every tree or group o trees to be preserved prior to commencement of construction, in compliance with the guidelines in the Tree Protection Guide for Builders and Developers, published by the Florida Divi ion of Forestry and/or any other reasonable requirements deemed appropriate by the a ministrator to implement this part. (1) Temporary protective barriers shall be placed at least six (6) feet from the base of any tree, and shall encompass at least fifty (50) percent of the area under the dripline of any tree or trees to be preserved r retained for mitigation credit, unless otherwise approved by the administrator. (2) Temporary protective barriers shall be at least three (3) feet high, and shall consist of either a wood fence with two- y -four posts placed a maximum of eight (8) feet apart with a two-by-four minimum top rail, or a mesh fence, or other similar barrier which will limit access to the protected area, unless otherwise approved by the administrator. (3) Waterproof, rigid sign s) shall be affixed to each individual barricade, such that there is one (1) sign every fifteen (15 feet along the length of the barricade. The signs shall contain the following words, nd will be made available by the city at the time of permit issuance: --116" LAUREL OAK 50" LIVEOAK FIGURE 1. TREE PROTECTION ZONE SIGNAGE TREE PROTECTION ZONE (TPZ) No grade change, storage of materials, vehicles or equipment is permitted within this TPZ. This tree protection barrier must not be removed without the written authorization of the City of Atlantic Beach. For information, call (904) 247-5800. (D) Adjacent properties. The property owner(s) or their agent(s) shall ensure protective barricading of all trees located on adjacent properties, that have root or branch systems that encroach upon the subject property, and that may potentially be impacted by development activities. (Ord. No. 95-10-101, § 2(Exh. A), 2-22-10) MITIGATION;TA;BL;E(R;1G;1HT-OF-WAY) (NON -OAK) TREE# TREE SPECIES ]GATION TABLE TREE# 9 16 LIVE OAK INCHES TO REMAIN INCHES TO BE REMOVE 1 ALAURELOAK 20 TREE (PALM) 16 2 112 14 12 3 425 PROTECTED TREES REMOVED (prev. removed 6/3/17) 16 4 192 113 14 5 PINE 0 16 6 LIVE OAK 0 18 7 LAUREL OAK 68.0 12 8 PALM 367.5 13 9 PALM 16 10 LIVE OAK 30 23 LIVE OAK 50 MITIGATION;TA;BL;E(R;1G;1HT-OF-WAY) (NON -OAK) TREE# TREE SPECIES REMAIN INCHES TO BE REMOVE 15 PALM 9 16 LIVE OAK 27 19 PALM 12 20 TREE (PALM) 12 TOTAL 27 33 NOTE: NO ADDITIONAL TREES WERE LANTED WITHIN THE R/W. TREE FUND RATE IS $123.00 PER INCH. MITIGATION IS 1 I CH PRESERVED OR PLANTED FOR EVERY 1 INCH REMOVED FOR TREE REMOVAL. 1. 16" PALM LEGEND GRAPHIC SYMBOLS EXISTING TREES TO BE REMOVED • ; EXISTING TREES TO REMAIN L ---' ----------- ,. f7 PAL w._._,_. 7-12a LA �i -,O) 16 PINE �v �i __ x�i „".L 1 (#6)49—LIVE OAK _1 49) 16 P • I _I (#10)30" LIVE OAK TREE REMOVAL PERMIT #16-DRTV-217 0 ADDITIONAL TREES TO BE REMOVED (WITHIN THE RIGHT-OF-WAY) ADDITIONAL TREES TO BE REMOVED LIVE OAK TO REMAIN - (PREVIOUSLY INCLUDED IN THE ORIGINAL TREE REMOVAL PERMIT - WITHIN THE RIGHT-OF-WAY) PALM (#19) (#18) 15" (x/16) 27" LIVE OAK11— (#11) 20"PALk • j __I (#12) 20" �17) 9" PALM ADDITIONAL TREES TO BE REMOVED (WITHIN THE RIGHT-OF-WAY) AHERN STREET (FORMERLY ATLANTA STREET) 40' PUBLIC ROW MITIGATION SUMMARY: TREE REMOVAL PERMIT #16-DRTV-217 (NON -OAK) 20"ORGREATER1 TOTAL REMOVED LEGACY (NON -OAK) LEGACY (OAK) 20" OR GREATER OAKS PALMS OTHERS TOTAL PROTECTED TREES REMOVED (prev. buildable area) 25 112 14 197 77 425 PROTECTED TREES REMOVED (prev. removed 6/3/17) 0 24 123 192 113 90 250 PROTECTED TREES REMOVED (additional) 0 0 0 60 0 60 MITIGATION NEEDED 12.5 68.0 18.5 185.0 1 83.5 367.5 NOTE: TREE FUND RATE IS $123.00 PER INCH. MITIGATION IS 1 INCH PRESERVED OR PLANTED FOR EVERY 2 INCH REMOVED FORTREE REMOVAL. 25% OF LEGACY TREES MUST BE REPLACED WITH LEGACY TREE SPECIES. MITIGATION SUMMARY: PRESERVED AND PLANTED LEGACY I LEGACY (OAK) PRESERVED AND PLANTED (NON -OAK) 20"ORGREATER1 TOTAL OAKS PALMS OTHERS TOTAL CREDIT FOR TREES PRESERVED 0 80 3rd SUBMITTAL 46 71 16 213 CREDIT FOR TREES PLANTED 0 16 0 192 44 252 MITIGATION CREDIT 0 96 Q 46 263 60 465 NOTE: PLANTED LEGACY TREE SPECIES RECEIVE DOUBLE CREDIT WHEN REPLACING NON -LEGACY TREES. THE LEGACY TREE LIST INCLUDES BALD CYPRESS, SOUTHERN AND EASTERN RED CEDARS, WINGED AND FLORIDA ELMS, LIVE AND SAND LIVE OAKS, HICKORY, PECAN, PIGNUT HICKORY, LOBLOLLY BAY, SOUTHERN AND SWEETBAY MAGNOLIAS, RED AND FLORIDA MAPLES, AND TUPELO. MITIGATION SUMMARY (RIGHT-OF-WAY) LEGACY REMOVED (NON -OAK) LEGACY (OAK) 20" OR GREATER OAKS PALMS OTHERS TOTAL PROTECTED TREES REMOVED 0 0 0 33 0 33 PAYMENT NEEDED $0.00 $0.00 $0.00 $4,059.00 $0.00 $4,059.00 9.. LL_ i i S PLANTED (80.5)= 20.13 = 96 (PRESERVED AND PLANTED) W 4 16 LL - VY 1 16 192 3 1/12/2018 3rd SUBMITTAL N� 1..1.E Lam, (n U_ Q J O� d LL—; �� Uo IL co I /1 N I W —2 PALM PALM CALCULATION AND SUMMARY LEGACY TREE RATIO REQUIRED (25%) PLANTED (80.5)= 20.13 = 96 (PRESERVED AND PLANTED) PROPOSED TREES TO BE PLANTED SEE LANDSCAPE PLAN FOR SPECIFICATIONS TREE TYPE QUANTITY INCHES LT4 - CRAPE MYRTLE (4") 11 44 QV4 - LIVE OAK (4") 4 16 SP1 - SABAL PALM (12") 1 16 192 TOTALS 31 252 MITIGATION PAYMENT TO TREE FUND REQUIRED TREE INCHES TO PAY INTO FUND @ $123/INCH = 0" ($0.00) RIGHT-OF-WAY:REQUIRED TREE INCHES TO PAY INTO FUND @ $123/INCH = 33" ($4,059.00) TM PROSSER Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: MAY, 2017 PROJECT NO.: 116073.01 DESIGNED BY: SB DRAWN BY: BHK SCALE: SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITTAL 3 1/12/2018 3rd SUBMITTAL IL —2 THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE MITIGATION PLAN v •r LA s ATS �, M-1 A.. S FL. RE LA1548 DATE: S H E E T PLAT BOOK PAGE .0 1\4 E S AIE-IEI,N TOWNH. Silt! 2 2 � SHEM. Subdivision "A" & 10 and 19, M04 2 Plat No * Iii I Im" *In 9 A Vi6n.,kirask Of "M-12ifted at 01 IAR th "�urren`L order! d i'l P1. at -e t' a A Kep4t at Re Book. 5. Page 69 Of County, Florid.. Atlantic Beach, of Atlantic BeOUP the City of ;Acksonvi pity im "-I A N NO 3206 S.F. 3,ve lip tot Lp tw, 40 :L2 ZIM" &L - lip, 31- jo 0 Wag SF R AI wi Leat -!,-. 3 IL SY, 't 6D IT ... 71 MGM PAL "T.VppF MCA IR SWAM --RETE L&'"UWW " EASPAUT XA EOOWW KFERU, -mid La 4731. TY M -A IE QW, 6(31/ 01-c7; 3O 3, $6'7, 6q, 3/ /, . /3 0/5, 03/7, 0/ 9,- 2/, -3,.2,5: Aqz-f-'N 3 7,edLfT j Building Permit H` _ 'Application iir - 2/J[ City of Atlantic Beach VP- 800 Seminole Road,Atlantic Beach,FL 32233MAY - 2 21 Phone:(904)247-5826 Fax:(904)247-5845 C D8 • Job Address: Permit Number: Legal Description" , t RE# `G Valuation of Work(Replacement Cost)$ �,/%Gti',e0e,i;a Heated/Cooled SF2, P76 Non-Heated/Cooled ' o SZ • Class of Work(Circle one).1er Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial •esidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes CD N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: /k/ 7-aa/ /✓ zr Florida Product Approval# for multiple products use product approval form • Property Owner Information Name://f/L1,e,(/ TN ikG,T--CT '2 C_. Address: City,0724Q/7%C-/.4.r.40,1 State/•'L• Zip 322,)3 Phone 90t ` ,2/?- 5—"Gd'3 E-Mail IPJO/6t/s70.v&n7Z,.Z.G7A/,.0,L. .''OM Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company:/,766 �L/6- Gd/✓r/1/ICPA/i //i/C Qualifying Agent:4'LeieA. G� ,7aZI644/ Address xSS /6/1'Adlj4/ City ,./- x /3z,/,G!/ State/`'/• Zip 32Z5-4 Office Phone 27 2'g'-- --7,67 Job Site/Contact Number State Certification/Registration#e/rG-0576.2.,1- E-Mail/J/G/GL/G-,1.+/GO.G1/I/47/4/,/y..„r4e ef,-6 ?_•P%L . Ll///7 Architect Name&Phone# ,j,<I,P,t" / /1CC O —'6". .2iz7 :27.21- Engineer's Name&Phone# ,L/,///'3W /(r/ ti ,Q5-Sfc/,07G5. //vC #.212--( D7 Workers Compensation Cne p Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OB INANC 1 ., Cr, ,SULT WITH YOUR LENDER . ' AN ATTORNEY BEFORE RECD 'DI .' YOU '• ',Oil. OF COMMENCEMENT. (ice Signature of 0 •er or Agent) (Sign re of tractor) (including contr. ar) Signed and swo - o(or affirmed)before me this 34 day of Signed and sworn to or affirmed)before me(�this 3(1-1 day of AV:1 l by , _ ' AQn1 , 2I , by ?(A-ick CALA.C4 M il9a„ _ a ! ; R0r' GRACE MACKE !=g �L`� ____•___...„.„......,i„. ..„.. :fir MY COMMISSIONSGG042989 , nature of Notary) o��;o '(Signat +�'� '+ :' _ ._______ • "'• " MY COMMISSION% 042989 '*� „" EXPIRES:October 27.2020 • ,•, Vir. 4":•'• •. r p Underwriters [ ]Personally Known I Q: �a EXPIRES:October 27,2020 a°..! l oF`.i—;' ' Notary Underwriters [produced Identific ioA•. �• _.• F• d nded Thru Nota Public Type of Identification: Type of Identification. AGREEMENT TO ACCEPT TRANSFER OF UNCOMPLETED BUILDING PERMIT This agreement and a new Permit Application are required to transfer an uncompleted building permit. Ai/ite/CX g ".1//CJi , Phone 9051- 3 9, ?gy'a Address 5—gg JQ`l i0 7Lf /t/ ,/�llX /�Ll,OC"/✓ / �.2Z S� , EmailCT1/k' / oc, g o-WAl/L . (L: State Certification/Registration # C/'6 , understand that Building Permit was started by another contractor and is currently uncompleted. I agree to, after reviewing the approved plans and the unfinished as-built construction, to submitting a Revision Form and revised construction drawings to the Building Department to correct any deviation between the approved plans and as-built construction, where found. I understand that, based on the current inspection record, I am responsible for the Code compliance of the finis d roject. Details (Optional) /./"(e//01(., State of Florida County of Duval The foregoing instrument was acknowledged before me this -4 day of 1\A tty30 by 1�)C ‘ ,til l4 I\ l t h l-/ , who personally appeared before me and acknowledged that he/she/theyJ signed the instrument voluntarily for the purpose expressed in it. ature of Notary Public [4/Personally Known OR [ ] Produced Identification • "• JENNIFER JOHNSTON Type of Identification: *; .*: MYCOMMISSION#GG042984 VA 2‘aEXPIRES:October 27,2020 ':Fo `qP• Bonded Thru Notary Public Underwriters t detectors shown on sheets E200—E202 are not complete. 7. Please submit details for roof/attic ventilation, per FBC-R, Section R806. Comments on architect's response, dated 3/06/18. Engineering detail 5/S6.0 indicates solid OSB soffits and fire-separation details will apply at common walls. Please submit details for soffits, satisfying requirements for engineering, fire-separation, and attic ventilation. Original notes, showing stucco soffits, are still on plans. 8. This is a three story stucco building, over wood frame and partial masonry construction. Please submit details for the installation of lath, flashing, accessories, and stucco plaster, per FBC-R, Section R703.7, ASTM C926, and ASTM C1063. Comments on architect's response, dated 3/06/18. Please submit siding and stucco installation details, including locations, types, and installation of flashings, expansion joints, control joints,weep screeds, water-resistive barriers, and transition points from stucco to wood siding and concrete to wood frame construction. The probability of cracking and leaks in stucco over 3-story wood frame construction is high. Please provide details to ensure a long term weather resistant exterior wall covering. 9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door. Comments on architect's response, dated 3/06/18. Wall switches are required at exterior passage door, next to each garage door. This submittal package is incomplete. New submittals may generate additional comments. Dan Arlington, CBO 247-5813 darlington@coab.us 2 1CITY\Sf OF ATLANTIC BEACH (-'h' �, - c) 800 SEMINOLE ROAD V . '' ATLANTIC BEACH,FL 32233 >, (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 2/21/18 3/13/18 Permit#: RES17-0269 Applicant: Urban Partners Construction Site Address: 301 Ahern Address: 3236 Beach Blvd.Jax. Bch. Review: 2 Phone: 270-2225 RE#: Email: eg@urbanpartnersgroup.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Plans show a total height of building of 34'-11", measured from FFE. COAB LDR Section 59 limits maximum building heights to 35'-0", measured from established grade. Buildings appear to be too high. Comments on architect's response,dated 3/06/18. Revised plans still show total building height measured from FFE. FFE must be minimum 6 inches above fmish grade,per FBC-R318.7. 2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement, at center line of slab. Approved. 3. Please submit two original copies of all truss engineering, signed off by Engineer of Record, as meeting his design. Comments on architect's response, dated 3/06/18. Not submitted. 4. Please submit Florida Energy Sheets and calculations, per FBC-EC, Section R401.2 and EPL Display Card, per FBC-EC, Section R401.3. Comments on architect's response, dated 3/06/18. Not submitted. 5. Please submit Florida Product Approval Sheets, including all products,per FAC 9B-72. Florida Numbers must include decimal places to indicate specific products. Comments on architect's response,dated 3/06/18. Not submitted. Please include all waterproofing details. 6. Please indicate smoke detectors, per FBC-R, Section R314 and CO detectors, per FBC-R, Section R315 on plans. Comments on architect's response,dated 3/06/18. Sheets 700-702 were not found. Smoke and CO 1 pRJSSER TM 13901 Sutton Park Drive South,Suite 200 Jacksonville,Florida 32224-0229 p 904.739.3655 f 904.730.3413 January 12, 2018 www.prosserinc.com Mr. Derek W. Reeves City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Reference: Ahern Town Homes @ Atlantic Beach Application # Prosser# 116073.01 Dear Mr. Reeves, We are enclosing herewith site development/construction plans review of the Ahern Town Homes @ Atlantic Beach submittal. Enclosed you will find: • 4 Sets of Revised Signed and Sealed Plans • Comment Responses Below Public Works Correction Items • Provide impervious surface calculations for entire lot (existing and post construction). See table on sht C4.0. • Provide manufacture's cut sheets for 50% credit on pervious pavers. See attached "Manufacture's Cut Sheet". • Provide paver installation method (must meet I.C.P.I.). See "PERVIOS PAVER DETAIL" on sht C6.1. • A Revocable Encroachment Permit must be obtained for each address. See attached, completed REP. Public Utilities Director (email January 4, 2018) Must provide a unique sanitary sewer service to each building. We have revised the plan to provide a unique service to each unit and will be submitting this afternoon. If you have any further questions or require any additional information, please feel free to contact our office at (904) 739-3655. Sincerely, PRO J. Bradford avis, P.E. Principal Community I Management I Energy I Relationships PI3SSER TM 13901 Sutton Park Drive South,Suite 200 Jacksonville,Florida 32224-0229 p 904.739.3655 f 904.730.3413 January 12, 2018 www.prosserinc.com Mr. Derek W. Reeves City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Reference: Ahern Town Homes @ Atlantic Beach Application # Prosser# 116073.01 Dear Mr. Reeves, We are enclosing herewith site development/construction plans review of the Ahern Town Homes @ Atlantic Beach submittal. Enclosed you will find: • 4 Sets of Revised Signed and Sealed Plans • Comment Responses Below Public Works Correction Items • Provide impervious surface calculations for entire lot (existing and post construction). See table on sht C4.0. • Provide manufacture's cut sheets for 50% credit on pervious pavers. See attached "Manufacture's Cut Sheet". • Provide paver installation method (must meet I.C.P.I.). See "PERVIOS PAVER DETAIL" on sht C6.1. • A Revocable Encroachment Permit must be obtained for each address. See attached, completed REP. Public Utilities Director (email January 4, 2018) Must provide a unique sanitary sewer service to each building. We have revised the plan to provide a unique service to each unit and will be submitting this afternoon. If you have any further questions or require any additional information, please feel free to contact our office at (904) 739-3655. Sincerely, PRO 17.6_ ____) J. Bradford avis, P.E. Principal Community I Management I Energy I Relationships rEwEn - 6 2016 tg 6o 4, 7/ a/9 2V ./'-2,'/2 ?7t/1h'o7/Yd9 7 7zY JYf6 i9S -74a „e7.. `.lam ls'z/-7,/(/' �2� ' , ��� // 7/ • eksil- oaloq fttsl1-ba4 €sn- - c090 • Resit-°,ac • f-ts it-c gEsil to. 40 12-E.S19--bro CITY OF ATLANTIC BEACH -lyfiki 800 Seminole Road A W Es 1'1 -pa $ Atlantic Beach,Florida 32233 t S — Oaf�o REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date I 1104 Revision to Issued Permit Corrections to Comments Permit # � nS-V . Project Address 3o t t 3013 o 301130 , 3� 1 131313 tS 1 3 Is t 3 lqt, (( 3a-3 Contractor/Contact Name 1"fb SS- Phone lD'— ��� — e ( Email f • ba-0 tS 6 pioSS¢(l f\L• COin Description of Proposed Revision/Corrections: Permit Fee Due $ t LSpor --C- �a,b1; c_ Woi\LS d- b L a 1 & t Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: CBul ing Planning Zoning;3 Reviewed By T -- •.. . trator Pu• •r. Public Utilities O Z fi • ate ire Services 1� Permit Reviews V i'; City of Atlantic Beach Permit Number: RES17-0269 Description: 301 Ahern St (GeoTrak to be added) new townhome construction Applied: 11/15/2017 Approvec: Site Address: 301 AHERN ST Issued: Finaled: City,State Zip Code: ATLANTIC BEACH, FL 32233 Status: RECEIVED Applicant: <NONE> Parent Permit: Owner: AHERN TH PROJECT LLC Parent Project: Contractor: <NONE> Details: RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018 t w ' LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:2ND REVIEW •1/18/2018 1/18/2018 Jenrife-Johrston APPROVED C•_•N':__TENE`_S Notes: received response to PW&PL comments, routed to Fire(Bldg.to review once returned from Fire),P&Z, 2W,&PU 1/18/2018 2/22/2018 1/29/2018 ZI;NING Derek Reeves DENIED Notes: Correction Comments: 1.Height:Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto,exclusive of chimneys.Please show the overall height from grade on plans.Note that the height cannot exceed 35 feet. 2.Site Plans:The architectural and civil site plans do not match. For example:number and location of parking along Ahern Street,driveway configuration on East Coast Drive. It is believed that the civil set is the most current. Please revise accordingly. 3.Fencirg:6 foot fencing is shown on the north property line.Please clarify the exact location of the 6 foot fencing.Show distarce to property lines where fencing stops. 4.Wall Height:The height of the walls around the A/C equipment and along the north side of the courtyards is shown to be 5 feet 6 inches tall.It appears this measurement is from the finish floor of the first floor.Please show the height of these walls from grade. Informational Comments: 1. -ree Permit:Calculations for tree mitigation will be sent separately under the tree removal permit. 1.) Overall building height has been revised. Please see elevations and sections (sheets A300-A403) 2.) The architectural site plan has been adjusted to match the civil. See sheets (A100-A101) 3.) Privacy fence location dimensions can be found on sheet A101. 4.) Please refer to elevations (A300-A302) RECEIVED MAR - 8 2018 Building Department City of Atlantic Beach, FL 1• 1/13/2115 2/21/2-:_115 1/29/2018 BLILDIN:=7 Building DENIED Notes: 1. Plans show a total height of building of 34'-11",measured from FFE. COAB LDR Sectior 59 limits maximum building heights to 35'-0",measured from established grade. Buildings appear to be too high. 2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement,at center line of slab. 3. Please submit two original copies of all truss engineering,signed off by Engineer of Record,as meeting his design. 4. Please submit Florida Energy Sheets and calculations,per FBC-EC,Section R401.2 and EPL Display Card,per FBC-EC,Section R401.3. 5. Please submit Florida Product Approval Sheets,including all products,per FAC 9B-72. Florida Numbers must include decimal places to indicate specific products. 6. Please indicate smoke detectors,per FBC-R,Section R314 and CO detectors,per FBC-R,Section R315 on plans. 7. Please submit details for roof/attic ventilation,per FBC-R,Section R806. 8. This is a three story stucco building,over wood frame and partial masonry construction. Please submit details for the installation of lath,flashing, accessories,and stucco plaster,per FBC-R,Section R703.7,ASTM C926,and ASTM C1063. 9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door. 1.) Overall building height has been revised. Please see elevations and sections (sheets A300-A403) 2.) Please see sheet A101. Edge of pavement is 10'-6". Slab FFE of slabs to be 12'-0" 3.) Signed and sealed truss engineering to be provided by engineer. 4.) Florida Energy Sheets to be provided by builder. 5.)Florida Product Approval Sheets to be provided by builder. 6.) Smoke detectors and carbon monoxide detectors indicated on reflected ceiling plans. S"e .sheetS-A700-A702. 7.) Specification added to drawing 1/A500 AND 1/A501: "PERFORATED CEMENT BOARD SOFFIT. VENTED SOFFIT AREA TO EQUAL 1/150 OF THE ROOF AREA MIN. TYPICAL." 8.)Specification added to drawing 1/A501: "STUCCO: FINISH COAT ON BROWN COAT OVER SCRATCH COAT ON WIRE LATH OVER VAPOR BARRIER ON WOOD SHEATHING. TYPICAL." 9.)Revised. See sheet E101 11/15/2017 11/28/2017 11/27/2017 PUBLIC WORKS ID,Jblic Works DENIED Received at "N 11/1t5/17 Notes: See Conditions of Approval that will be printed on Permit. See Attachment-Letter emailed to Contractor. Provide impervious surface calculations for entire lot(existing and post construction). A Revocable Encroachment Permit must be obtained for each address. Provide manufacturer's cut sheets for 50°,6 credit on pervious pavers. Provide paver installation method(must meet I.C.P.1.). 1.) Existing impervious surface calculation added to sheet A100. Only 2 of the 4 lots had structures at the time of acquisition. Thus the existing impervious surface of the existing site is only 7371 sq. ft. or 19% of the 4 lots. After performing delta volume calculations we find it would not be feasible to require 6,608 cubic feet. We have currently maximized the on site storm-water retention which holds 4,844 cubic feet on the north end of the site. 2.)Revocable encroachment permit to be obtained by builder. 3.) Manufacturer cut sheet for Tremron turf block and pervious paver attached. 4.) Paver installation method from I.C.P.I attached. APPROVED Received at PW 1/18/2018 2/5/2013 1/29/2018 PLBLIC i_TILITIES Public Ltilities W/CONDITIONS 1/19/18 Notes: See Conditions of Approval that will be printed on Permit. See Attachment-New Water/Sewer Tap Request. 1/18/2018 2/27/2018 1/29/2018 FIRE Fire DENIED See Fire Dept. comments on following page. PS:S O N;riZe RE 44>S TS 7V f'n ` 9FSCUE 4t Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018 February 26, 2018 Ahern Townhomes @ Atlantic Beach Application Prosser 116073.01 Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets) of electronic documents. FIRE DEPARTMENT ACCESS: NFPA 1, 18.2.3.2.1 A fire department access road shall extend to within 50ft (15m) of at least one exterior door that can be opened from the outside and that provides access to the interior of the building. When required by the authority having jurisdiction, road(s) or parking lots providing access to the main entrance door(s) shall be considered access roads and shall comply with the requirements of 18.2.3.4.1.1 and 18.2.3.4.1.2. Access roads (driveway between garages and road) provides access within 50 feet of a door for all dwellings. The driveway of the western block of_units has been drawn with more clarity. DRIVING SURFACE: NFPA 1, 18.2 3.4.2 Surface. Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. (JFRD Apparatus Average Weight is 32 Tons). Asphalt is an acceptable surface. See attached literature about pressure of fire truck. It is less than 200 psi. Even pavers are rated for 4,000 psi and u DEAD ENDS: NFPA 1, 18.2.3.4.4 Dead Ends. Dead-end fire department access roads in excess of 150ft (46m) in length shall be provided with approved provisions for the apparatus to turn around. Access road is less than 120'. See sheet A101 for added dimension. Overall site is only 130 ft. Tt1RNtN ftADttrk NFPA E.2.3.>x3Turntrtg Radius NFPA 1, 18.2.3.4.3.1 the turning radius of a fire department access road shall be as approved by the AHJ. (JFRD Turning Radius is 46'.) NFPA 1, 18.2.3.4.3.2 Turns in fire department access roads shall maintain the minimum road width. The access road is straight with no turns. The turn from Ahern street into an access road is diagrammed on sheet A101. Fire flow test provided by owner.Attached. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 2/21/18 3/13/18 Permit#: RES17-0269 Applicant: Urban Partners Construction Site Address: 301 Ahern Address: 3236 Beach Blvd.Jax. Bch. Review: 2 Phone: 270-2225 RE#: Email: eg@urbanpartnersgroup.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Plans show a total height of building of 34'-11",measured from FFE. COAB LDR Section 59 limits maximum building heights to 35'-0", measured from established grade. Buildings appear to be too high. Comments on architect's response, dated 3/06/18. Revised plans still show total building height measured from FFE. FFE must be minimum 6 inches above finish grade,per FBC-R318.7. 2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement, at center line of slab. Approved. 3. Please submit two original copies of all truss engineering, signed off by Engineer of Record, as meeting his design. Comments on architect's response,dated 3/06/18. Not submitted. 4. Please submit Florida Energy Sheets and calculations,per FBC-EC, Section R401.2 and EPL Display Card, per FBC-EC, Section R401.3. Comments on architect's response,dated 3/06/18. Not submitted. 5. Please submit Florida Product Approval Sheets, including all products,per FAC 9B-72. Florida Numbers must include decimal places to indicate specific products. Comments on architect's response, dated 3/06/18. Not submitted. Please include all waterproofing details. 6. Please indicate smoke detectors,per FBC-R, Section R314 and CO detectors,per FBC-R, Section 8315 on plans. Comments on architect's response, dated 3/06/18. Sheets 700-702 were not found. Smoke and CO 1 71,y,J\f�:.... (J' - \`.;. l f CITY OF ATLANTIC BEACH T 800 SEMINOLE ROAD =jj' ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 2/21/18 Permit#: RES17-0269 Applicant: Urban Partners Construction Site Address: 301 Ahern Address: 3236 Beach Blvd.Jax. Bch. Review: 1 Phone: 270-2225 RE#: Email: eg@urbanpartnersgroup.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Plans show a total height of building of 34'-11", measured from FFE. COAB LDR Section 59 limits maximum building heights to 35'-0", measured from established grade. Buildings appear to be too high. 2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement, at center line of slab. 3. Please submit two original copies of all truss engineering, signed off by Engineer of Record, as meeting his design. 4. Please submit Florida Energy Sheets and calculations,per FBC-EC, Section R401.2 and EPL Display Card, per FBC-EC, Section R401.3. 5. Please submit Florida Product Approval Sheets, including all products, per FAC 9B-72. Florida Numbers must include decimal places to indicate specific products. 6. Please indicate smoke detectors,per FBC-R, Section R314 and CO detectors,per FBC-R, Section R315 on plans. 7. Please submit details for roof/attic ventilation,per FBC-R, Section R806. 8. This is a three story stucco building, over wood frame and partial masonry construction. Please submit details for the installation of lath, flashing, accessories, and stucco plaster, per FBC-R, Section R703.7, ASTM C926, and ASTM C 1063. 9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door. New submittals may generate additional comments. Dan Arlington, CBO 247-5813 darlington@coab.us 1 . E D e--&S Rt S 11- - oa�3 CITY OF ATLANTIC BEACH - 8 2018 800 Seminole Road Atlantic Beach,Florida 32233 oa-y artment S l: - Baach, FL Q ca -o REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS . Date 7/2// ,e Revision to Issued Permit Corrections to Comments Permit# - 0 awl' // •203 130 i 30-4-l Sar 1. 3111.3 31.3 i S1 3 r}, •319� Project Address �NYo^✓7 •3 a 1 3a 3 Contractor/Contact Name // /L 70A/1 6 bp! Phone j�Q y--..211-41-00 3 Email i2,70AP. ii -dyi r VAt.Qdr C o.--� Description of Proposed Revision/Corrections: Permit Fee Due $ ZeS peotA5.10 14 I� CGS .-,. rte /7 �/ Jc f-r o M �c vt ri a u � �� a, v 1 At ' Plan) /S /'. v S Additional Increase in Building Value $ Additional S.F. By signing b- . l it , / affirm the Revision is inclusive of the proposed changes. / ted e) 3/7/lX Si 9r a re of •• .cto /Agent on ctor must • n if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: , Bum arming &Zonin , Reviewed By -- • i inistrator •ubl. A • •ublic Utilities • - Date R'Es (7- 02Cd' o z& O a 7 0 c) aa4 s CITY OF ATLANTIC BEACH J i� C Z.:7` 3 © Z lst 7 800 Seminole Road J Atlantic Beach,Florida 32233 <in v, oz. 7 - © zG, 8 ~71•Jiil02:7 0a7( REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS herr\ S-(-- - 3oi i 3©3 30S, 30.7 30c) 31 1 , 313 3t5, 3-17� 31, `� J 3 z 1 323 Date WZA 1r Revision to Issued Permit Corrections to Comments tV Permit# Project Address 321 1 3 ( A f..•c~ r << S cf r-,--:, , (o`' c �'"'�,`'� Y ) Contractor/Contact Name1)-4tc.te.-. Jole, H 6 Li Phone le y .-2/9- S o U3 Email /2 lb hh S kk • `l LC C L l4.4.-di CIK- Description of Proposed Revision /Corrections: Permit Fee Due $ pea d cI- npiico tie.i 4 £i -et/ y (qt« Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments - • - • ent Review Required: Buildins ' -••ing & Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Fitt rpCITY OF ATLANTIC BEACH 800 Seminole Road '' Atlantic Beach,Florida 32233 oa-1- S Da tot( oatv co few ?‘_-i1,6 W REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS O (P oat 03 RtS11 - 3 ( Date I a I Revision to Issued Permit Corrections to Comments 1/Permit# 0 03i-c4 Project Address 30 l l 3 O3 , 3QS , - 0-1. .- c(-1 I% l l , 3 I. �'3tS i31 t 13`} 4- A ethg4 Contractor/Contact Name lkitu.11ia n e.-tonk 44,Lfi% c - Phone 10'4 -I-3t 1 t Q A Email (YIL.O,CLIC111 1.00II(l1Mf l k•AC Description of Proposed Revision/Corrections: Permit Fee Due$ CC eznitcLuW -- c Lsems s 1D Iris,nb 'A- f&-LL lGt«lN COM •e- 1,t-j Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Buirdin Planning &Zonin_g_, Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services • Zell- 0alog wts1+-c q • ESI- - C 9O 41 2tSOWO . C--tS l�_ I Q-6s11 —Oa.101. (LESt�'t� 1P ). R �S p CITY OF ATLANTIC BEACH ' g_esti -031-q 800 Seminole Road 9-ES —oa-a-S Atlantic Beach,Florida 32233 •R-es1\ - ba REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 5a '- Date ( I I(0 I) 0 Revision to Issued Permit Corrections to Comments Permit# Prw n . Project Address 3 o t,303, 3 cS , 301, 30e( (3i t 313315 i 3 i t 3 t?/ (f 3a� Contractor/Contact Name c"CD SS- Phone '1 Oil` � � 3 U.SS Email £a' kS pfbSSof t nC_- C O Description of Proposed Revision/Corrections: Permit Fee Due $ c tS p0 --e t '1)Ak;LkANOLS -P b LLL torn t tS Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments f -frx Department Review Required: Bui it ni�g� ��.z✓ Planning Zoning__) Reviewed By Tr-- 1.11'1. trator Pub' A_•_, Public Utilities 2/2 Z/+ P . . - Date ire Services pI 'SSEi TM 13901 Sutton Park Drive South,Suite 200 Jacksonville,Florida 32224-0229 p 904.739.3655 f 904.730.3413 January 12, 2018 www.prosserinc.com Mr. Derek W. Reeves City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Reference: Ahern Town Homes @ Atlantic Beach Application # Prosser# 116073.01 Dear Mr. Reeves, We are enclosing herewith site development/construction plans review of the Ahern Town Homes @ Atlantic Beach submittal. Enclosed you will find: • 4 Sets of Revised Signed and Sealed Plans • Comment Responses Below Public Works Correction Items • Provide impervious surface calculations for entire lot (existing and post construction). See table on sht C4.0. • Provide manufacture's cut sheets for 50% credit on pervious pavers. See attached "Manufacture's Cut Sheet". • Provide paver installation method (must meet I.C.P.I.). See"PERVIOS PAVER DETAIL" on sht C6.1. • A Revocable Encroachment Permit must be obtained for each address. See attached, completed REP. Public Utilities Director(email January 4, 2018) Must provide a unique sanitary sewer service to each building. We have revised the plan to provide a unique service to each unit and will be submitting this afternoon. If you have any further questions or require any additional information, please feel free to contact our office at (904) 739-3655. Sincerely, PRO (1p6 J. Bradford avis, P.E. Principal Community I Management I Energy I Relationships , ` '' `}r� CITY OF ATLANTIC BEACH sA ;J 800 SEMINOLE ROAD J ' . . ATLANTIC BEACH, FL 32233 • (904) 247-5800 ZONING REVIEW COMMENTS Date: 2/22/2018 Permit#: RES17-0264, 266, 267, 268, 269, 270, 271, Site Address: 301 AHERN ST 273, 274, 275, 276, 288 Review Status: RE#: 169737 0010 Applicant: URBAN PARTNERS CONSTRUCTION Property Owner: AHERN TH PROJECT LLC Email: TH@URBANPARTNERSGROUP.COM Email: rjohnston.mec@gmail.com Phone: 9042702225 Phone: 9042195003 9045917929 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. Note that the height cannot exceed 35 feet. 2. Site Plans:The architectural and civil site plans do not match. For example: number and location of parking along Ahern Street, driveway configuration on East Coast Drive. It is believed that the civil set is the most current. Please revise accordingly. 3. Fencing: 6 foot fencing is shown on the north property line. Please clarify the exact location of the 6 foot fencing. Show distance to property lines where fencing stops. 4. Wall Height: The height of the walls around the A/C equipment and along the north side of the courtyards is shown to be 5 feet 6 inches tall. It appears this measurement is from the finish floor of the first floor. Please show the height of these walls from grade. Informational Comments: 1. Tree Permit: Calculations for tree mitigation will be sent separately under the tree removal permit. Zoning Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. vES1 _ oO( c „ e" S1�` bad � 51-1-- oar ( ri L` S ii- - Qat 9'"#4CITY OF'ATLANTIC BEACH A ?,1:�R - u 2018 800 Seminole Road n "`"fa_Cr? Atlantic Beach,Florida 32233 / [441 1aoa-iy ;:�-, :!!::Ig Department oxis` ,Mantic Beach, FL Q 5 11D\o REVISION REQUEST/CORRECTIONS TO PLAN REVIEW CO NTS / ee,siq - 0aal- Date cs /`r Revision to Issued Permit Corrections to Comments Permit# R.6S r} - 0 a to g ` / •303 30S-130`•11 3�i i. 111. 13 -3 iS1-3iii .31c1i Project Address . d/ AY e/ 7 '3 11.2 -3 Contractor/Contact Name //1 6-6_ ,A6/1 g b fry 6../...,....) Phone ?4 -.2/T-S-0®3 Email /21)h AIL')-!2i+C e Q fit 4 z/, C c.--L Description of Proposed Revision/Corrections: Permit[iFee Due$ ,`e,pd o - (I CC vk n• r�1 l c /-J c /c.� .11 I', /a 6 w po c/ vY pc�V� kit 4 f 1i f Pearsfr, Additional Increase in Building Value$ p.,,, Additional S.F. 07 By signing b +" / `tCT haffirm the Revision is inclusive of the proposed changes. nti?4— e) Si.�.a e of et to /Agent( on ractor must ' n if increase in valuation) Date (Office Use Only) Approved Denied X Not Applicable to Department Revision/Plan Review Comments /1G i' 44 / rGo-GO Department Review Required: / (Buil." • e. *n i • &'Zonin• Reviewed By -- -•• inistrator 'ub• `/r-/` 'ublic Utilities _• . -t Date f", Permit Reviews ': Citi Of Atlantic Beach Permit Number: RES17-0269 Description: 301 Ahern St (GeoTrak to be added) new townhome construction Applied:11/15/2017 Approved: Site Address: 301 AHERN ST Issued: Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status:RECEIVED Applicant:<NONE> Parent Permit: Owner:AHERN TH PROJECT LLC Parent Project: Contractor: <NONE> Details: RESPONSE BY MARK MACCO ARCHITECTS r. . _ ARCHITECTS 3-6-2018 ..... , -Fes' , M ° j # 4 t —4.1.t. REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:2ND REVIEW r� I I I SUBMITTAL I APPROVED _8/2018 1/18/2018 Il C_�M?P_ETENESS Jenrife-Jahrston APPROVED Notes: received response to PW&PU comments,routed to Rre. Bldg.to eiiew once returned from Fire),P&Z,PW,&PL. 1/18/2013 , c='13 1/29/2018 Z_NIN(.: Cerek Reeves :ENIED Notes: Correction Comments: 1.Height:Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto,exclusive of chimneys.Please show the overall height from grade on plans.Note that the height cannot exceed 35 feet. 2.Site Plans:The architectural and civil site plans do riot match.For example:number and location of parking along Ahern Street,driveway configuration on East Coast Drive.It is believed that the civil set is the most current.Please revise accordingly. 3.Fencing:6 foot fencing is shown on the north property line.Please clarify the exact location of the 6 foot fencing.Show distance to property lines where fencing stops. 4.Wail Height:The height of the walls around the A/C equipment and along the north side of the courtyards is shown to he 5 feet 5 inches tall.It appears this measurement is from the finish floor of the fir.:7:floor.Please show the height of these walls from grade. Informational Comments: 1.Tree Permit:Calculations for tree mitigation will be sent separately under the tree removal permit, 1.) Overall building height has been revised. Please see elevations and sections (sheets A300-A403) 2.)The architectural site plan has been adjusted to match the civil. See sheets (A100-A101) 3.) Privacy fence location dimensions can be found on et 4.) Please refer to elevations (A300-A EC MAR - 8 2018 BuildIn9 Department cl t- of an.'°Beach , ft. 1;1=;2:1 : 2/21/2018 I 1/29/2018 BUILDING Building DENIED Notes: 1. Plans show a total height of building of 34'-11",measured from FFE. COAB LDR Section 59 limits maximum building heights to 35'-0",measured from established grade. Buildings appear to be too high. 2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement,at center line of slab. 3. Please submit two original copies of all truss engineering,signed off by Engineer of Record,as meeting his design. 4. Please submit Florida Energy Sheets and calculations,per FBC-EC,Section R401.2 and EPL Display Card,per FBC-EC,Section R401.3. 5. Please submit Florida Product Approval Sheets,including all products,per FAC 9B-72. Florida Numbers must include decimal places to indicate specific products. 6. Please indicate smoke detectors,per FBC-R,Section R314 and CO detectors,per FBC-R,Section R315 on plans. 7. Please submit details for roof/attic ventilation,per FBC-R,Section R806. 8. This is a three story stucco building,over wood frame and partial masonry construction. Please submit details for the installation of lath,flashing, accessories,and stucco plaster,per FBC-R,Section R703.7,ASTM C926,and ASTM C1063. 9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door. 1.) Overall building height has been revised. Please see elevations and sections (sheets A300-A403) 2.) Please see sheet A101. Edge of pavement is 10'-6'. Slab FFE of slabs to be 12'-0" 3.) Signed and sealed truss engineering to be provided by engineer. 4.) Florida Energy Sheets to be provided by builder. 5.)Florida Product Approval Sheets to be provided by builder. 6.) Smoke detectors and carbon monoxide detectors indicated on reflected ceiling plans. See st 'fA702.1V 7 ) Specification added to drawing 1/A500 AND 1/A501: '`PERFORATED CEMENT BOARD SOFFIT VENTED SOFFIT AREA TO EQUAL 1/150 OF THE ROOF AREA MIN. TYPICAL." 8.)Specification added to drawing 1/A.501: "STUCCO: FINISH COAT ON BROWN COAT OVER SCRATCH COAT ON WIRE LATH OVER VAPOR BARRIER ON WOOD SHEATHING. TYPICAL." 9 )Revised. See sheet E101 1 11/15/2017 1 11/28/2017 11/27/2017 PUBLIC WORKS Public WorK. DENIED Received at="oV 11/25/17 Notes: See Conditions of Approval that will be printed on Permit. See Attachment-Letter emailed to Contractor. Provide impervious surface calculations for entire lot(existing and post construction). A Revocable Encroachment Permit must be obtained for each address. Provide manufacturer's cut sheets for 50%credit on pervious pavers. Provide paver installation method(must meet I.C.P.I.). 1.) Existing impervious surface calculation added to sheet A100. Only 2 of the 4 lots had structures at the time of acquisition. Thus the existing impervious surface of the existing site is only 7371 sq. ft. or 19% of the 4 lots. After performing delta volume calculations we find it would not be feasible to require 6,608 cubic feet. We have currently maximized the on site storm-water retention which holds 4,844 cubic feet on the north end of the site. 2.)Revocable encroachment permit to be obtained by builder. 3.) Manufacturer cut sheet for Tremron turf block and pervious paver attached. 4.) Paver installation method from I.C.P.1 attached. APPROVED Received at PW 1/18/2018 2/5/2018 1/29/2018 PUBLIC UTILITIES Public Utilities W/CONDITIONS 1/19/18 Notes: See Conditions of Approval that will be printed on Permit. See Attachment.-New Water/Sewer Tap Request. 1/18/2018 2/27/2018 1/29/2018 FIRE ra DENIED See Fire Dept. comments on foiiow ng page Q�KSONfriz 44, Sir •''; '� ro94-. •E DE� �� Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018 February 26, 2018 Ahern Townhomes @ Atlantic Beach Application Prosser 116073.01 Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets) of electronic documents. FIRE DEPARTMENT ACCESS: NFPA 1, 18.2.3.2.1 A fire department access road shall extend to within 50ft (15m) of at least one exterior door that can be opened from the outside and that provides access to the interior of the building. When required by the authority having jurisdiction, road(s) or parking lots providing access to the main entrance door(s) shall be considered access roads and shall comply with the requirements of 18.2.3.4.1.1 and 18.2.3.4.1.2. Access roads (driveway between garages and road) provides access within 50 feet of a door for all dwellings. The driveway of the western bloc of nit Ilas been drawn with more clarity. DRIVING SURFACE: NFPA 1, 18.2.3.4.2 Surface. Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. (JFRD Apparatus Average Weight is 32 Tons). Asphalt is an acceptable surface. See attached literature about pressure of fire truck. It is less than 200 psi. Even pavers are rated for 4,000 psi and u DEAD ENDS: NFPA 1, 18.2.3.4.4 Dead Ends. Dead-end fire department access roads in excess of 150ft (46m) in length shall be provided with approved provisions for the apparatus to turn around. Access road is less than 120'. See sheet A101 for added dimension. Overall site is only 130 ft. TURflt t eRAMIS:141TA -1 28.2... 1-Turnhag.Rattus--'..._.._...-...._...- �. _ _---.. ._ . _._ _ NFPA 1, 18.2.3.4.3.1 the turning radius of a fire department access road shall be as approved by the AHJ. (1FRD Turning Radius is 46'.) NFPA 1, 18.2.3.4.3.2 Turns in fire department access roads shall maintain the minimum road width. The access road is straight with no turns. The turn from Ahern street into an access road is diagrammed on sheet A101. Fire flow test provided by owner. Attached. �A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 RESPONSE TO COMMENTS: MACCO ARCHITECTS- 4-5-2018 ZONING REVIEW COMMENTS Date: 4/2/2018 Permit#: RES17-0264, 266, 267, 268, 269, 270, 271, Site Address: 301 AHERN ST 273, 274, 275, 276, 288 Review Status: RE#: 169737 0010 Applicant: URBAN PARTNERS CONSTRUCTION Property Owner: AHERN TH PROJECT LLC Email:TH@URBANPARTNERSGROUP.COM Email: rjohnston.mec@gmail.com Phone: 9042702225 Phone: 9042195003 9045917929 Correction Comments: V 1. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. Note that the height cannot exceed 35 feet. Update: Overall height is shown to be 34 feet 11 inches. However, it is not clear if this is from grade or FFE. Drawings suggest this to be measured to the FFE. Page A101 calls for a 12 foot FFE in the building footprint while a note in the upper right corner says 11 feet. These conflict with each other and also from the engineering plans (page C4.0) that show a different FFE for each building. THE OVERALL HEIGHT IS 34'-11" FROM GRADE THE GARAGE PORTION OF THE SLAB IS AT THE ESTABLISHED GRADE. THE FIRST FLOOR FFE IS 6"ABOVE GRADE. ARCHITECTURAL SLAB ELEVATIONS HAVE BEEN REVISED TO MATCH CIVIL DRAWINGS ON SHEETS A100 &A101. PLEAS ALSO SEE REVISIONS ON SHEETS A200 AND A300 TO A302 2. Fencing: 6 foot fencing is shown to go to the northeast corner of the property along the north property line. Fencing cannot exceed 4 feet in height within the 20 foot front yard setback. Please revise the fence plan so that no portion exceeds 4 feet in height within the 20 foot setback along East Coast Drive. THE ENTIRE LENGTH OF THE FENCE HAS BEEN ADJUSTED TO 4'-0" SEE SHEET A100 &A101 Informational Comments: V 1. Tree Permit: Calculations for tree mitigation will be sent separately under the tree removal permit. Zoning Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. IIIIIMII! f f / , CITY OF ATLANTIC BEACH I A 4 800 SEMINOLE ROAD . ATLANTIC BEACH,FL 32233 j f (904)247-5800 I r�r BUILDING DEPARTMENT REVIEW COMMENTS RESPONSE BY MACCO ARCHITECTS 4-5-2018 Date: 2/21/18 3/13/18 Permit#: RES17-0269 Applicant: Urban Partners Construction Site Address: 301 Ahern Address: 3236 Beach Blvd.Jax. Bch. Review: 2 Phone: 270-2225 RE#: Email: eg@urbanpartnersgroup.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Plans show a total height of building of 34'-11", measured from FFE. COAB LDR Section 59 limits maximum building heights to 35'-0",measured from established grade. Buildings appear to be too high. Comments on architect's response, dated 3/06/18. Revised plans still show total building height measured from FFE. FFE must be minimum 6 inches above finish grade, per FBC-R318.7. HEIGHTS REVISED. PLEASE SEE A200 AND A300 TO A302. THE OVERALL HEIGHT IS 34'-11" FROM ESTABLISHED GRADE. THE GARAGE PORTION OF THE SLAB IS AT THE ESTABLISHED GRADE. THE FIRST FLOOR FFE IS 6"ABOVE THE ESTABLISHED GRADE. 2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement, at center line of slab. Approved. 3. Please submit two original copies of all truss engineering, signed off by Engineer of Record, as meeting his design. Comments on architect's response, dated 3/06/18. Not submitted. BUILDER/ CLIENT TO INCLUDE WITH SUBMISSION 4. Please submit Florida Energy Sheets and calculations, per FBC-EC, Section R401.2 and EPL Display Card, per FBC-EC, Section R401.3. Comments on architect's response, dated 3/06/18. Not submitted. BUILDER/CLIENT TO INCLUDE WITH SUBMISSION 1 5. Please submit Florida Product Approval Sheets, including all products, per FAC 9B-72. Florida Numbers must include decimal places to indicate specific products. Comments on architect's response, dated 3/06/18. Not submitted. Please include all waterproofing details. BUILDER/ CLIENT TO INCLUDE WITH SUBMISSION 6. Please indicate smoke detectors, per FBC-R, Section R314 and CO detectors, per FBC-R, Section R315 on plans. Comments on architect's response, dated 3/06/18. Sheets 700-702 were not found. Smoke and CO detectors shown on sheets E200—E202 are not complete. SHEETS A700 TO A702 INCLUDED. LOCATIONS REVISED. 7. Please submit details for roof/attic ventilation, per FBC-R, Section R806. Comments on architect's response, dated 3/06/18. Engineering detail 5/S6.0 indicates solid OSB soffits and fire-separation details will apply at common walls. Please submit details for soffits, satisfying requirements for engineering, fire-separation, and attic ventilation. Original notes, showing stucco soffits, are still on plans. REVISED. PLEASE SEE SHEET A500. ROOF ASSEMBLYS ARE TO BE UNVENTED. THE ATTIC SPACE IS TO BE COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. ONLY AIR-IMPERMEABLE INSULATION IS TO BE PROVIDED. INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. EAVES DO NOT COUNT AS ATTIC SPACE AS DEFINED BY CODE. 8. This is a three story stucco building, over wood frame and partial masonry construction. Please submit details for the installation of lath, flashing, accessories, and stucco plaster, per FBC-R, Section R703.7, ASTM C926, and ASTM C1063. Comments on architect's response, dated 3/06/18. Please submit siding and stucco installation details, including locations, types, and installation of flashings, expansion joints, control joints,weep screeds, water-resistive barriers, and transition points from stucco to wood siding and concrete to wood frame construction. The probability of cracking and leaks in stucco over 3-story wood frame construction is high. Please provide details to ensure a long term weather resistant exterior wall covering. REVISED. PLEASE SEE SHEETS A503-A504 9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door. Comments on architect's response, dated 3/06/18. Wall switches are required at exterior passage door, next to each garage door. REVISED. PLEASE SEE SHEET E101 This submittal package is incomplete. New submittals may generate additional comments. Dan Arlington, CBO 247-5813 darlington@coab.us 2 CITY OF ATLANTIC BEACH : 4 , 800 Seminole Road i f� a1 Atlantic Beach,Florida 32233 oa--t- 5- ba (1 oatk at- 1.-gfp oa lit 6a(40 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS o a a ro CZ 1- RLS 1 - -4- Date I a f I Revision to Issued Permit Corrections to Comments 1/Permit# (� 3 Project Address Z° , 3 0 3 3 QS , 3 0� 13 CC( 113 U 313 l US 131 (`j 3 4 Contractor/Contact Name Rte ryctLfi% Tk( - 5� Phone 101/44 —g 3 U `1 t�D C Email C Ct \ 11 k(&cJ r r L _ Description of Proposed Revision/Corrections: Permit Fee Due$ Ghan yL c tnitcc� ( 1e LS pi D t,I b - f l&_C its n J C_e m or-1 Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved JG Denied Not Applicable to Department Revision/Plan Review Comments ilin,✓ �� /el-4-r rpv.'41 S/2 Department Review Required: �f Bugn P anning &Zonin Reviewed By Tree Administrator Public Works Public Utilities ,01,fr, Public Safety / Date Fire Services MARK MACCO ARCHITECTS Derek Reeves Atlantic Beach Zoning Department 800 Seminole Road Atlantic Beach,FL 32233 Project Site Address 301 Ahern St. May 25,2018 RE: Ahern Finished Grade and Building Heights Clarification Dear Derek, We are using the post construction grade outside the garage door as a point of beginning for the height measurement.The following is each building's exterior grade elevation at the edge of the garage and corresponding top of structure from east to west: Eastern Most Building: Exterior grade at garage: 10.75 Top of structure:45.75 Middle-Eastern Building Exterior grade at garage:9.95 Top of structure:44.95 Middle-Western Building Exterior grade at garage:9.90 Top of structure:44.90 Western Most Building: Exterior grade at garage:9.85 Top of structure:44.85 Sincerely, (-7/(1 Mark William Macco,AIA NCARB 472 Osceola Avenue Jacksonville Beach, FL 32250 Florida registration:#AR96004 301 AHERN ST. pg. 1 • e-611- oaoq flf-tst+-b4 ▪ aSri- - M90 4 ca sit-cab( . (zts(1_to 1 '' (-ESI'} -Oa- t..A,�� (1-1-5 a�3 Q-ESI�'� � J r' flECEL E. ' � S11_ d CITY OF ATLANTIC BE CH , r lfi� 800 Seminole Road ,:;' ,_" '' " �ES 1'} -®a. S• Atlantic Beach,Florida 32233 op- JINN 9 2018 at s i� - oa�(0 \`. ..•1.;: E) 1 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 0 ,. f :in, Date ,I (�C I) 0 Revision to Issued Permit Corrections to Comments Permit# tv-- \ S- Project Address 3ot 1303, 3 , 3o1, Svc {3( 1 l 31313 is ( 3 IS' t 3 l r', 3a ti 3)-3 Contractor/Contact Name c CO SS- Phone '1 D ` 1 _ 3 U1SS- Email Q(Lk) k S 0 p osSof i nc. C 0 Ini Description of Proposed Revision/Corrections: Permit Fee Due$ c 1-SVO .- P>it,0 i C- WO/\LS d- -Pu b tic_ at) t. t Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved T Denied Not Applicable to Department Revision/Plan Review Comments • Department Review Required: •. Build ing ir. /. _ - Planning & Zoning ,� eviewei iy Tr-- Acinaiator Publ. A .rks ` fraZ Public Utilities ' P.. . aty ate ire Services JS . f J- � r i� • i1 9,1% '• r) REVOCABLE ENCROACHMENT PERMIT 7'. ir r J REVOCABLE ENCROACHMENT PERMIT by the City of Atlantic Beach,Florida,a municipal corporation organized and exist' g under the laws of the State of Florida,hereinafter referred to as"CITY"and ► hem -rN ro I p -1 LLC• of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic peach. This work is generallydescribed as C vitt a,( h0if~t0"fir Clt veto ro h O cite Pre P—or asscmbla8e- O- 3 lays o4 record fn tD Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice b CITY to USER, said noti a to USE shall be given by certified mail, return receipt requested,to the following address K2 Hogg 42- 0000 A d ress .3 4-kern Sfree 1- . • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY,the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 19-7(h) which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed b the USER. I � / Da 12Zo� U � , `� to Property Owner/. . (signe s in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this Z ND day of J A.1/LI ttn ,20 , by je.4 r l I l e fr' , who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. t. Ddelzi4 Si ature bf Notary elic,State of Florida Approved/Public Works Department: Personally Known X Produced Identification(Type) l v 4 ;.,, pie(,,, MARY K.BROADWATER Scott Williams,Public Works irector I :a �-, Notary Public-State of Florida I. • 5 My Comm.Expires Oct 5,2018 ( %�, ��� s;= Commission# FF 165701 °'' „'d'' Bonded through National Notary Assn. r': .. ' .? L.':: i P— D 4 ... . . ‘ : , \ - ,..., e- s 13_ 0,-, & I-4-- o a�- i yV.Pr �S 11 — C) 3 �s`�, ,'' --� -- -- CITY OF ATLANTIC BEACH r -. ;. '., `' �t' 1" ;i A - 8 2018 800 Seminole Road Wig Atlantic Beach,Florida 32233 oiti/v :''a' ,g Department rtsi-i_ 03-4,5- .i ,•�tianilc Beach, FL 11 - lit r✓St"}-oat$ REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS a. g.,&511-(Sil- db l gE S1 11-ba(o(o ecsll - (9a10-4- Date Revision to Issued Permit Corrections to Comments Permit# (UsI r - (.9 a V< / •203 ;3c�Iratni 3at1• 3it1. 13i•3iSi•3ill .31qi 12AProject Address . d/ Y1 7 •3 1 ,•3a3 Contractor/Contact Name / /6-6._. '�0Arl b h i4 (6tc,/.4-.) Phone 9d 9-..21'-,5-0O 5 Email /230`►pi.14i'1-s2i e( Vitt.4 z l'. t C' Description of Proposed Revision/Corrections: Permit Fee Due$ e5 poo .'io 14 (1 CE cAt ek r,vi k 1 Leta .1 14 ig 0 q p0 Vt.r.1) "It 4 y A 0 ,l Pv JE_ /=,Icr UJ IC 3 7&; Additional Increase in Building Value$ 7, Additional S.F. By signing b- • l IC CA hit /24— affirm the Revision is inclusive of the proposed changes. 'nted e) 3 bit Ai Si,,,d a re of an acto /Agent on actor must ' n if increase in valuation) Date (Office Use Only) Approved 7 Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: C-Buil•• •' J4/(/OPO i • &'Zonin• Reviewe By -- ,•• inistrator .ub j...--Z.7,7, public U ilities -t Date 1 ^ *~ .„ • � ROUP K��� ����=� �����[�� �� oas "=p=° Pervious � r (�r��/��Ms Pavers ~� .� '',.v.- ',..,,,,olk'1.'4%1;ri,-.. „,„,,,itet.q.,:„.....„0.,..,...„.,,„,..,...„1/4_,,„:*,....„ A r,4 .r, v,..zi,'papri,‘,..;Lwa „..9- ct....q4 '.... i. .•.1.-1AN,•.Sfr• •I. ,v44. 7;ti; l'ir;g4m ..kiwa .i 'r -go., -.-,;,-47...z,-talat.-- -i';'6- ,---e---e.- - ea,‘,404.--.46etraii.,-,U-.4, k,„ ,,„:„, okito.A.., 4,,,,y 4.-ytz;ooii-#.-.p.ir&A,f44t.v.,',z.r.::Fzki.f*--i.awe.z.*+;: ,,goitw.,grvi- g,::-,,,,,*,-,,, ••-, -1,..,..„,,i4---,• ,iti,...,....t.t.,...t.„.c.e....-04_,,:x..ozN....4:::..r,,,,„,-::„.,...-zw ,,,nr.„..,......40„.4.-.,,..,... .:. _.r., .,..,-4:410.p...., ,,„,i.j.zrti:,4:41;.e. 7. ..17,..v*Vt'e.e.4.14-cf. , rits,:,.00.4girt.V,414Vrial.t*"...?„:04,:$zaW:04,4V--leake.1.2-*;.T;:..,;.':::'4,„1.," 4 :„..,,,,...f„.. ,,....v.„.4.it ,,,:otti.f:zir,z,:......,1,:z, :::ii,......:::;, .2:.fl, !411,..„.rzwriat.:....6..vm.w..44.: ....:_zz,,.w.4:0....1;,,..;., „et::_,, 4.41,:-qteTiv‘*.t.:,:A.. .,41,-,,,,s,4-,:lts,724. 4.4s70,,,t,..k...2%,...tztg.-21.4.-ot;..,;."•Itok; ,..Zvra.4-,,TV,V1V,„1:e670.*'.47.,RL:%at," ...4 The porous appearance of these units allows rainfall to directly enter and pass though because concrete has no fines. Like other pavers, the units are fitted together over bedding, pea gravel is recommended. Sanding the joints is not recommended as this could clog the payers. Porous units do not meet the requirements of ASTM C 936; however, these units have strength of 4,000+ psi with a permeability of over 40 inches per hour. The best .use is for pedestrian areas, bicycle paths, and residential applications. We offer pervious pavers in our 4x8, Old Towne, 6x9, and 6x6 profiles and in all of our standard blends. Some of the benefits; o Reduction of runoff by as much as 100% from frequent, low-intensity and short duration storms. • Increased recharge of ground water. • Eliminates flooding and puddling in parking lots • Reduction or elimination of retention ponds o Conservation of space on site and reduction of impervious cover More info is available at ICPI website; hffp://wmm.icpi.orq/dasiqn/permaob|a pavers.cfm Tremron Group, Arcadia (863) 491-0990 www.tremrongroup.com H - QOREe_ PROPERTY SCIENCES Plant: Tremron—Arcadia, Florida Job No: 27772 Client: Tremron Report No: 347424 Report Date: 7/24/07 Unit ID: Echo Stone Pervious Pavers, 7/9/07 Received Date: 7/12/07 TESTING OF SOLID CONCRETE PAVING UNITS Compressive Strength —test date 7/23/07 at 14 days of age Unit No: 4A 4B 4C Average. Received weight, lbs 9.17 9.29 9.53 9.33 Width, inches 6.26 6.32 6.32 6.30 Height, inches 2.40 2.37 2.40 2.39 Length, inches 9.42 9.42 9.43 9.42 Saw-cut length, inches 4.71 4.77 4.70 4.73 Net Area, in2 29.48 30.15 29.70 29.78 Load, lbs 139,380 132,760 137,850 136,660 Compressive Strength, psi 4,730 4,400 4,640 4,590 Compression tests were performed in accordance with ASTM C140. Unit No . Permeability 4D 44.4 inches/hour(3.1 x 10-2 cm/s) • • Respectfully submitted, QORE, ;204/6t---7-1-7 ussell Scribner Materials Laboratory Manager Report Distribution: Tremron/Mr. Mike Somers 11420 Johns Creek Parkway Duluth,Georgia 30097 (770)476-3555 fax(770)476-0213 r 1012017 Installation I Interlocking Concrete Pavement Institute 'C P (/) LOGIN(/user/login) r worn Ifuacrir�jn Join(/join) About(/who-icpi) Shop(/shop) Contact(/contact) Search Installation ShareThis !CPI provides construction guidelines to design professionals and installers of interlocking concrete pavements.Several resources are available on this website that review the steps necessary for constructing interlocking concrete pavements. This pavement structure is commonly used for both pedestrian and vehicular applications.Pedestrian areas,driveways,and areas subject to limited vehicular use are paved with units 2 3/8 in.(60 mm)thick.Streets and industrial pavements should be paved with units at least 31/8 in.(80 mm)thick. Compaction of the soil subgrade and aggregate base materials are essential to the long-term performance of interlocking concrete pavements. Installation steps typically include job planning,layout,excavating and compacting the soil subgrade,applying geotextiles(optional),spreading and compacting the sub-base and/or base aggregates,constructing edge,restraints,placing and screeding the bedding sand,placing concrete pavers,compacting concrete pavers, sweeping in jointing sand and final compaction. Installation Basics Note:The elevations and surface tolerance of the soil subgrade determine the final surface elevations of concrete pavers.The paver installation contractor cannot correct deficiencies excavation and grading of the soil subgrade with additional bedding materials.Therefore,the surface elevations of the soil subgrade should be checked and accepted by the General Contractor or designated party,with written certification presented to the paver installation subcontractor prior to starting work. A. Acceptance of Site Verification of Conditions: 1. General Contractor shall inspect,accept and certify in writing to the paver installation subcontractor that site conditions meet specifications for the following items prior to installation of interlocking concrete pavers. • Note:Compaction of the soil subgrade is optional and should be determined by the project engineer.If the soil subgrade requires compaction,compact to a minimum of 95%standard Proctor density per ASTM C 698.Compacted soil density and moisture should be checked in the field with a nuclear density gauge or other test methods for compliance to specifications.Stabilization of the soil and/or base material may be necessary with weak or continually saturated soils,or when subject to high wheel loads.Compaction will reduce the permeability of soils.If soil compaction is necessary,reduced infiltration may require drain pipes within the open-graded subbase to conform to local storm drainage requirements. • Verify that subgrade preparation,compacted density and elevations conform to specified requirements. • Provide written density test results for soil subgrade to the Owner,General Contractor and paver installation subcontractor. • Verify location,type,and elevations of edge restraints,[concrete collars around]utility structures,and drainage pipes and inlets. 2. Do not proceed with installation of bedding and interlocking concrete pavers until subgrade soil conditions are corrected by the General Contractor or designated subcontractor. PREPARATION A. Verify that the soil subgrade is free from standing water. B. Stockpile joint/opening filler,base and subbase materials such that they are free from standing water,uniformly graded,free of any organic material or sediment, debris,and ready for placement. C. Edge Restraint Preparation: • 1. Install edge restraints per the drawings[at the indicated elevations]. INSTALLATION Note:The minimum slope of the soil subgrade is typically 0.5%.Actual slope of soil subgrade will depend on the drainage design and exfiltration type.All drain pipes, observation wells,overflow pipes,and(if applicable)geotextiles,berms,baffles and impermeable liner should be in place per the drawings prior to or during placement of the subbase and base,depending on their location.Care must be taken not to damage drainpipes during compaction and paving.No mud or sediment can be left on the base or bedding aggregates.If they are contaminated,they must be removed and replaced with clean materials.Base/subbase thicknesses and drainage should be determined using(CPI's Permeable Interlocking Concrete Pavements manual and Permeable Design Pro software. https://www.icpi.org/paving-systems/permeable-pavers/installation 1/6 10/31/2017 Installation I Interlocking Concrete Pavement Institute • The compaction equipment shall then make two additional passes over the entire surface of the control strip.After compaction,three separate,random field density and moisture content determinations shall be made,using the backscatter/indirect method,and a new average dry density and moisture content shall be calculated. • If the new average dry density exceeds the previous value by more than 1.2 pcf(20 kg/m3)then two additional passes of the equipment shall be carried out as described above.If the new average dry density does not exceed the previous value by more than 1.2 pcf(20 kg/m3),then compaction of the control strip will be considered satisfactory and complete. • Upon satisfactory completion of the control strip,an additional seven(7)field density and moisture tests,using the backscatter/indirect method,shall be taken at random locations and the dry density and moisture content values shall be determined.The final dry density and moisture content of the control strip shall be the average of these seven values plus the three most recent values obtained upon completion. 8. Compaction a.Use a smooth dual or single smooth drum,minimum 10 t(8 T)vibratory roller or a minimum 13,500 lbf(60 kN),reversible vibratory plate compactor with a compaction indicator without crushing the aggregate base. b.Compact aggregates without crushing them. 9. Test Report The test report shall include the following: 1.Project description. 2.Sketch of test area and test locations. 3.Aggregate type and layer thicknesses. 4.Aggregate characteristic properties:gradation,void ratio,bulk density. 5.Compaction equipment type and weight. 6.Static or vibratory compaction. 7.Number of passes of the compaction equipment. 8.Test number and location. 9.Individual and average field wet density,moisture content,and dry density values determined after each compaction operation in accordance with ASTM D 2922 Standard Test Methods for Density of Soil and Soil-Aggregate In-Place by Nuclear Methods(Shallow Depth). 10.Calculation of target density.] • The surface tolerance the compacted No.57 base should not deviate more than.±1 in.(25 • mm)over a 10 ft(3 m)straightedge. Note:As an alternative test method,in-place density of the base aggregate maybe checked per ASTM D 4254.Compacted density should be 95%of the laboratory index density established for the base layer. E. Bedding layer • Moisten,spread and screed the No.8 stone bedding material. • Fill voids left by removed screed rails with No.8 stone. • The surface tolerance of the screeded No.8 bedding layer shall be±3/8 in(10 mm)over a 10 ft(3 m)straightedge. • Do not subject screeded bedding material to any pedestrian or vehicular traffic before paving unit installation begins. F. Permeable interlocking concrete pavers and joint/opening fill material • Lay the paving units in the pattern(s)and joint widths shown on the drawings.Maintain straight pattern lines. • Fill gaps at the edges of the paved area with cut units.Cut pavers subject to tire traffic shall be no smaller than 1/3 of a whole unit. • Cut pavers and place along the edges with a[double-bladed splitter or]masonry saw. • Fill the openings and joints with[No.8]stone. • Note:Some paver joint widths may be narrow and not accept most of the No.8 stone.Use joint material that will fill joints such as washed ASTM No.89 or No.9 stone. • Remove excess aggregate on the surface by sweeping pavers clean. • Compact and seat the pavers into the bedding material using a low-amplitude,75-90 Hz plate compactor capable of at least 5,000 lbf(22 kN).This will require at least two passes with the plate compactor. • Do not compact within 6 ft(2 m)of the unrestrained edges of the paving units. • Apply additional aggregate to the openings and joints if needed,filling them completely.Remove excess aggregate by sweeping then compact the pavers. This will require at least two passes with the plate compactor. • All pavers within 6 ft(2 m)of the laying face must be left fully compacted at the completion of each day. • The final surface tolerance of compacted pavers shall not deviate more than±3/8(10 mm)under a 10 ft(3 m)long straightedge. • The surface elevation of pavers shall be 1/8 to 1/4 in.(3 to 6 mm)above adjacent drainage inlets,concrete collars or channels. FIELD QUALITY CONTROL A. After sweeping the surface clean,check final elevations for conformance to the drawings. https://www.icpi.org/paving-systems/permeable-pavers/installation 3/6 10/31/2017 Installation I Interlocking Concrete Pavement Institute * icpiu) LOGIN(/user/login) Wilm um.=rivpni Join(/join) About(/who-icpi) Shop(/shop) Contact(/contact) Search Installation ShareThis .r ICPI provides construction guidelines to design professionals and installers of interlocking concrete pavements.Several resources are available on this website that review the steps necessary for constructing interlocking concrete pavements. This pavement structure is commonly used for both pedestrian and vehicular applications.Pedestrian areas,driveways,and areas subject to limited vehicular use are paved with units 2 3/8 in.(60 mm)thick.Streets and industrial pavements should be paved with units at least 31/8 in.(80 mm)thick. Compaction of the soil subgrade and aggregate base materials are essential to the long-term performance of interlocking concrete pavements. Installation steps typically include job planning,layout,excavating and compacting the soil subgrade,applying geotextiles(optional),spreading and compacting the sub-base and/or base aggregates,constructing edge,restraints,placing and screeding the bedding sand,placing concrete pavers,compacting concrete pavers, sweeping in jointing sand and final compaction. Installation Basics Note:Compaction of the soil subgrade is recommended to at least 98%standard Proctor density per ASTM D 698 for pedestrian areas and residential driveways. Compaction to at least 98%modified Proctor density per ASTM D 1557 is recommended for areas subject to heavy vehicular traffic.Stabilization of the subgrade and/or base material may be necessary with weak or saturated subgrade soils. Note:Local aggregate base materials typical to those used for highway flexible pavements are recommended,or those conforming to ASTM D 2940.Compaction of aggregate is recommended to not less than 98%Proctor density in accordance with ASTM D 698 is recommended for pedestrian areas and residential driveways. 98%modified Proctor density according to ASTM D 1557 is recommended for vehicular areas.Mechanical tampers are recommended for compaction of soil subgrade and aggregate base in areas not accessible to large compaction equipment.Such areas can include that around lamp standards,utility structures,building edges,curbs,tree wells and other protrusions. Note:Prior to screeding the bedding sand,the recommended base surface tolerance should be±3/8 in.(±10 mm)over a 10 ft.(3 m)straight edge.See ICPI Tech Spec 2, Construction of Interlocking Concrete Pavements for further guidance on construction practices. Note:The elevations and surface tolerance of the base determine the final surface elevations of concrete pavers.The paver installation contractor cannot correct deficiencies in the base surface with additional bedding sand or by other means.Therefore,the surface elevations of the base should be checked and accepted by the General Contractor or designated party,with written certification to the paving subcontractor,prior to placing bedding sand and concrete pavers. Acceptance of Site Verification of Conditions: General Contractor shall inspect,accept and certify in writing to the paver installation subcontractor that site conditions meet specifications for the following items prior to installation of interlocking concrete pavers. • Verify that subgrade preparation,compacted density and elevations conform to specified requirements. • Verify that geotextiles,if applicable,have been placed according to drawings and specifications. • Verify that[Aggregate][Cement-treated][Asphalt-treated][Concrete][Asphalt]base materials,thickness,[compacted density],surface tolerances and elevations conform to specified requirements. • Provide written density test results for soil subgrade,[aggregate][cement-treated][asphalt-treated][asphalt]base materials to the Owner,General Contractor and paver installation subcontractor. https://www.icpi.org/paving-systems/concrete-pavers/installation 1/4 10i31/2017 Installation I Interlocking Concrete Pavement Institute C. The surface elevation of pavers shall be 1/8 in.to 1/4 in.(3 to 6 mm)above adjacent drainage inlets,concrete collars or channels. Note:For pedestrian access routes maximum elevation should not exceed Yee in.(6 mm). D. Lippage:No greater than 1/8 in.(3 mm)difference in height between adjacent pavers. Note:Cleaning and sealing may be required for some applications.See ICPI Tech Spec 5,Cleaning and Sealing Interlocking Concrete Pavements for guidance on when to clean and seal the paver surface,and when to stabilize joint sand.Delete article below if cleaners,sealers,and or joint sand stabilizers are not applied. CLEANING,SEALING,JOINT SAND STABILIZATION A. Clean.seal,apply joint sand stabilization materials between concrete pavers in accordance with the manufacturer's written recommendations. PROTECTION A. After work in this section is complete,the General Contractor shall be responsible for protecting work from damage due to subsequent construction activity on the site. For Installers PICP Specialist(/node/2727)-Certified Installers with training in the installation of permeable interlocking concrete pavement systems Advanced Residential Paver Technician course(/node/2723)and Commercial Paver Technician(/node/2725)(/node/2725)-Certified Installers with training in the installation of interlocking concrete pavement in commercial,industrial,municipal,and institutional settings PAVING SYSTEMS(/PAVING- PROJECT PROFILES(/PROJECT- RESOURCE LIBRARY(/RESOURCE- EDUCATION&CERTIFICATION SYSTEMS) PROFILES) LIBRARY) (/EDUCATION-CERTIFICATION) Concrete Pavers(/paving- Submit a Project(/node/add/project- Find a Member Contractor(/resource- Education(/education- systems/concrete-pavers) profile) library/find-contractor) certification/education) Permeable Pavers(/paving- Find a Distributor(/resource- Certification(/ICPICertification) systems/permeable-pavers) library/find-distributor) Paving Slabs(/paving-systems/paving- Find a Manufacturer(/resource- slabs) library/find-manufacturer) Grids(/paving-systems/grids) Find a Supplier(/resource-library/find- EVENTS(/EVENTS) supplier) Segmental Retaining Walls(/paving- Hardscape North America(/2017HNA) systems/segmental-retaining-walls) Verify a Certified Installer(/resource- library/verify-certified-installer) Events Calendar(/events/calendar) Find a Tech Spec(/resource- library/find-tech-spec) /resource- 1ibrary/find-tech-spec) Find a Technical Resource(/resource- library) Detail Drawings(/resource- library/detai!_drawing) NEWSROOM(/NEWSROOM) Guide Specifications(/resource- Newsroom(/newsroom) library/guide_specification) Awards(/newsroom/awards) Technical Papers(/resource- library/technical_papers) Annual Reports(/newsroom/annual- reports) Software Programs(/resource- library/software-programs) Advocacy Issues&Positions (/newsroom/advocacy-issu es- Port and Airport Design Manuals positions) (/resource-library/find-techn ical- resource/port-and-airport-design- Media(/newsroom/media) manuals) https://www.icpi.org/paving-systems/concrete-pavers/installation 3/4 BELGARD• COMMERCIAL STRUCTURAL DESIGN OF ROADS FOR FIRE TRUCKS (Last Updated December 23, 2013) A common question posed by design professionals is the ability of pavers to withstand fire truck loading. This is due to the extremely high axle weights that they exert; in fact, certain states (California for example) have created fire truck exemptions whereby the maximum allowable weight of a fire truck can exceed the Department of Transportation allowable weight restrictions. In terms of structural design for roadways, there are three loading conditions that need to be considered for fire trucks, namely: 1. The design ESALs applied to the pavement system. 2. The fire truck wheel and axle loads. 3. Point loads that occur when the stabilizer outriggers are in place. DESIGN ESALS Interlocking concrete pavers have been proven to provide a durable and effective pavement system, but, as with any meal skin V.a pavement, proper design, construction and maintenance of Interlocking Concrete Pavement for Municipal 8treete procedures are required. The adjacent document was created by the ASCENT&DI Structural Design of Interlocking Concrete Pavement Standards Committee to provide guidelines for developing appropriate pavement structures for various traffic and subgrade conditions. This standard Need to determine DESIGN amount of traffic ESALS guideline was developed based on the over design life �• �• 1993 AASHTO Guide for Design of ���+' � 9 OA Obi Pavement Structures, which calculates �i4► ►i�� 5 in • 4 +104 the thickness of a road cross section 4.1: 1:4,P required to withstand thea lied loads Aave9s t��������� k�A A a i forthe given lifespan based on the GEOTEXTILE �ii, m native soils bearing capacity. ESALs Subgrade " " E (Equivalent Single Axle Loads) N express the equivalent damage Need to knowcu ,icr subgrade created by each type of vehicle as strength compared to an 18,000-pound axle load. Passenger cars have a Vehicle Load Factor (VLF) of 0.0004 (it would take 2,500 cars to create the same damage as one ESAL) while full fire trucks range from 0.21 to 6.87. Although it is evident by the VLFs that fire trucks can exert high ESALs on the pavement surface, it is important to note that roads are designed around hundreds of thousands, if not millions of ESALS, so the impact of the occasional fire truck is actually marginal. MILTON J WOOD FIRE PROTECTION - ELECTRIC FIRE PUMP TEST SHEET PROJECT: REICHHOLD Inc.,400 DOREMUS AVENUE,NEWARK,NJ 07105 AREA: DIESEL PUMP-B13 PROTECT NUMBER: TEST DATE: March 30, 2000 TESTED BY: MICHAEL BARRETT/MJWFP WITNESSED BY: JOE HOWARD/REICHHOLD PUMP MAKE: AURORA PUMP TYPE: 8-481-178 PUMP SERIAL NO: 57-66450 RATED GPM: 2000 RATED P5I: 75 150%GPM: 3000 65%PSI: 49 RATED CHURN P5I: 85 MOTOR MAKE: MOTOR TYPE: MOTOR SERIAL NO: j RATED H.P. RATED RPM: RATED VOLTAGE: SERVICE FACTOR: FULL LOAD AMPS: CONTROLLER MAKE: CONTROLLER TYPE: CONTROLLER SERIAL NO: OUTLET PITOT READINGS AND CALCULATED FLOWS TOTAL %OF PRESSURE VOLTS AMPS RPM SIZE pitot flow pitot flow pitot flow pitot flow pitot flow pitot flow pitot flow pitot flow FLOW RATED SUCT DISC NET P1 P2 P3 P1 P2 P3 CHURN 0 0 0 0% 50 175 125 80 80 80 1.75" 253 253 13% 45 165 120 90 90 90 1.75" 256 256 512 26% 40 155 115 98 98 90 1.75" 289 256 256 801 40% 35 145 110 87 78 99 1.75" 268 256 254 288 1066 53% 30 135 105 67 87 100 1.75" 243 256 254 258 326 1337 67% 25 125 100 123 123 123 1.75" 258 256 254 268 236 265 1537 77% 20 115 95 145 145 145 1.75" 269 256 254 259 236 256 256 1786 89% 15 105 90 150 150 150 1.75" 256 256 245 256 245 245 245 256 2260 113% 10 95 85 160 160 160 0 0% 0 COMMENTS: • Ahern Town Homes printed 1/2/2018 r 4M• W i inton HYDRANT TEST SHEET 119FIRE SYSTEMS LOCATION: Ahern Town homes JOB NUMBER: 171219-0023 TEST DATE: 22-Dec-17 TEST TIME: 12:00 AM OPENING DIAMETER: 2.50 in HYDRANT COEFICIENT: 0.90 STATIC PRESSURE: 50 psi RESIDUAL PRESSURE: 46 psi PITOT PRESSURE: 35 psi RESIDUAL FLOW: 993 gpm CALCULATED FLOW THAT IS AVAILABLE @ 20 PSI: 2947 gpm CALCULATED FLOW THAT IS AVAILABLE @ 0 PSI: 3883 gpm COMMENTS: —22-Dec-17 ■ static residual • 20 psi A 0 psi :: . Nil Miliummum Milininemmi r, 40 :I® u) 12. miimmisim m 30 I= cn LIJ a 20 IN i 10 0 - I 0 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW [gpm] detectors shown on sheets E200—E202 are not complete. 7. Please submit details for roof/attic ventilation,per FBC-R, Section R806. Comments on architect's response,dated 3/06/18. Engineering detail 5/S6.0 indicates solid OSB soffits and fire-separation details will apply at common walls. Please submit details for soffits,satisfying requirements for engineering,fire-separation, and attic ventilation. Original notes,showing stucco soffits,are still on plans. 8. This is a three story stucco building, over wood frame and partial masonry construction. Please submit details for the installation of lath, flashing, accessories, and stucco plaster,per FBC-R, Section R703.7,ASTM C926, and ASTM C 1063. Comments on architect's response, dated 3/06/18. Please submit siding and stucco installation details, including locations,types,and installation of flashings,expansion joints,control joints,weep screeds, water-resistive barriers, and transition points from stucco to wood siding and concrete to wood frame construction. The probability of cracking and leaks in stucco over 3-story wood frame construction is high. Please provide details to ensure a long term weather resistant exterior wall covering. 9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door. Comments on architect's response, dated 3/06/18. Wall switches are required at exterior passage door, next to each garage door. This submittal package is incomplete. New submittals may generate additional comments. Dan Arlington, CBO 247-5813 darlington@u,coab.us 2 .•1 444 �, , Permit Reviews r City of Atlantic Beach Permit Number: RES17-0269 Description: 301 Ahem St(GeoTrak to be added) new townhome construction Applied: 11/15/2017 Approved: Site Address: 301 AHERN ST Issued: • Finaled: City, State Zip Code:ATLANTIC BEACH,FL 32233 Status:RECEIVED Applicant:<NONE> Parent Permit: Owner: AHERN TH PROJECT LLC Parent Project: Contractor: <NONE> Details: RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018 • LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Grc..:):2ND REVIEW 1/18/2018 1/18/2018 I SUBMITTAL Jennifer Johnston � C:DM1,':'_=TENESS Notes: received response to PW&PU comments,routed to Fire(Bldg.to review once returned from Fire),P&Z,PW,&PU 1/18/2018 2/22/2:118 1/29/2018 ZONING Derek Reeves DENIED Notes: Correction Comments: 1. Height:Section 24-17 requires height to be measured from grade to the highest point of 3 building's roof structure or parapet and any attachments thereto,exclusive of chimneys.Please show the overall height from grade on plans.Note that the height cannot exceed 35 feet. 2.Site Plans:The architectural and civil site plans do not match.For example:number and location of parking along Ahern Street,driveway configuration on East Coast Drive.It is believed that the civil set is the most current.Please revise accordingly. 3. Fencing:6 foot fencing is shown on the north property line.Please clarify the exact location of the 6 foot fencing.Show distance to property lines where fencing stops. 4.Wail Height:The height of the walls around the A/C equipment and along the north side of the courtyards is shown to be 5 feet 6 inches tall.It appears this measurement is from the finish floor of the first floor.Please show the height of these walls from grade. Informational Comments: 'ree Permit:Calculations for tree mitigation will be sent separately under the tree removal permit. 1.) Overall building height has been revised. Please see elevations and sections (sheets A300-A403) 2.) The architectural site plan has been adjusted to match the civil. See sheets (A100-A101) 3.) Privacy fence location dimensions can be found on sheet A101. 4.) Please refer to elevations (A300-A302)REcE _ MAR - 82018 Puitdtng Department �`', of Atlantic Beach, FL 1!13;'2013 2/21/213 1/29/2018 BUILDING, Building DENIED Notes: 1. Plans show a total height of building of 34'-11",measured from FFE. COAB LDR Section 59 limits maximum building heights to 35'-0",measured from established grade. Buildings appear to be too high. 2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement,at center line of slab. 3. Please submit two original copies of all truss engineering,signed off by Engineer of Record,as meeting his design. 4. Please submit Florida Energy Sheets and calculations,per FBC-EC,Section R401.2 and EPL Display Card,per FBC-EC,Section R401.3. 5. Please submit Florida Product Approval Sheets,including all products,per FAC 9B-72. Florida Numbers must include decimal places to indicate specific products. 6. Please indicate smoke detectors,per FBC-R,Section R314 and CO detectors,per FBC-R,Section R315 on plans. 7. Please submit details for roof/attic ventilation,per FBC-R,Section R806. 8. This is a three story stucco building,over wood frame and partial masonry construction. Please submit details for the installation of lath,flashing, accessories,and stucco plaster,per FBC-R,Section R703.7,ASTM C926,and ASTM C1063. 9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door. 1.) Overall building height has been revised. Please see elevations and sections (sheets A300-A403) 2.) Please see sheet A101. Edge of pavement is 10'-6" Slab FFE of slabs to be 12'-0" 3.) Signed and sealed truss engineering to be provided by engineer. 4.) Florida Energy Sheets to be provided by builder. 5.)Florida Product Approval Sheets to be provided by builder. t • . • 6.) Smoke detectors and carbon monoxide detectors indicated on reflectetf is See'sheets A700-A702. 7 ) Specification added to drawing 1/A500 AND 1/A501: "PERFORATED CEMENT BOARD SOFFIT. VENTED SOFFIT AREA TO EQUAL 1/150 OF THE ROOF AREA MIN. TYPICAL." 8.)Specification added to drawing 1/A501. "STUCCO FINISH COAT ON BROWN COAT OVER SCRATCH COAT ON WIRE LATH OVER VAPOR BARRIER ON WOOD SHEATHING. TYPICAL " 9.)Revised. See sheet E101 11/15/2017 11/28/2017 11/27/2017 PUBLIC WORKS Public Works DENIED Received at PW 11/16/17 Notes: See Conditions of Approval that will be printed on Permit. See Attachment-Letter emailed to Contractor. Provide impervious surface calculations for entire lot(existing and post construction). A Revocable Encroachment Permit must be obtained for each address. Provide manufacturers cut sheets for 50%credit on pervious pavers. Peovide paver installation method(must meet I.C.P.I.). • 1.) Existing impervious surface calculation added to sheet A100 Only 2 of the 4 lots had structures at the time of acquisition. Thus the existing impervious surface of the existing site is only 7371 sq. ft. or 19% of the 4 lots. After performing delta volume calculations we find it would not be feasible to require 6,608 cubic feet. We have currently maximized the on site storm-water retention which holds 4,844 cubic feet on the north end of the site 2.)Revocable encroachment permit to be obtained by builder. 3.) Manufacturer cut sheet for Tremron turf block and pervious paver attached. 4.) Paver installation method from I.C.P.1 attached. 1/18/2018 2/5/2018 1/29/2018 PUBLIC UTILITIES Public Utilities APPROVED Received at PW W/CONDITIONS 1/19/18 Notes: See Conditions of Approval that will be printed on Permit. See Attachment-New Water/Sewer Tap Request. 1/18/2018 2/27/2018 1/29/2018 FIRE Fire DENIED • See Fire Dept. comments on following page a,tooav,e4� fin( . 9 rrt41, • ✓40 9FSCl1 E Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018 February 26, 2018 Ahern Townhomes @ Atlantic Beach Application Prosser 116073.01 Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets) of electronic documents. FIRE DEPARTMENT ACCESS: NFPA 1, 18.2.3.2.1 A fire department access road shall extend to within 50ft (15m) of at least one exterior door that can be opened from the outside and that provides access to the interior of the building. When required by the authority having jurisdiction, road(s) or parking lots providing access to the main entrance door(s) shall be considered access roads and shall comply with the requirements of 18.2.3.4.1.1 and 18.2.3.4.1.2. Access roads (driveway between garages and road) provides access within 50 feet of a door for all dwellings. The driveway of the western blockf nit has been drawn with more clarity. DRIVING SURFACE: NFPA 1, 18.2.3.4.2 Surface. Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. (JFRD Apparatus Average Weight is 32 Tons). Asphalt is an acceptable surface. See attached literature about pressure of fire truck. It is less than 200 psi. Even pavers are rated for 4,000 psi and up. DEAD ENDS: NFPA 1, 18.2.3.4.4 Dead Ends. Dead-end fire department access roads in excess of 150ft (46m) in length shall be provided with approved provisions for the apparatus to turn around. Access road is less than 120'. See sheetA101 for added dimension. Overall site is only 130 ft. Tt?RRttNSRA 8.2:3:x:3'urntrrg Radius NFPA 1, 18.2.3.4.3.1 the turning radius of a fire department access road shall be as approved by the AHJ. (1FRD Turning Radius is 46'.) NFPA 1, 18.2.3.4.3.2 Turns in fire department access roads shall maintain the minimum road width. The access road is straight with no turns. The turn from Ahern street into an access road is diagrammed on sheet A101. Fire flow test provided by owner.Attached. • R.E Sil- O a lkq 6 fttS((--(fit{. e• -ES(1- - C9O 4 RESri--cxc0(43 C-tSl1_tIs I= I I' ?-l!Esl1. -OacOl el,i.vt, E0Ei . V-1-5 19.—©CI-3 • SI'1 be �-41:4/1 � CITY OF ATLANTIC BE CH � ?�� (-esti —0,)--1-ti 800 Seminole Road r-:'61 � s �MI 9 �n�R ' Q ES lei — Atlantic Beach,Florida 32233 \\.....,......_;_i BY: 'Itt S 11 — 0, 1'(o REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 0),- (pc--307- tiY Wire— fp ' .»j I p Date 1 1 1(0 I I D Revision to Issued Permit Corrections to Comments Permit# / kw 0 S-1- / / / Project Address 3 o it'301 3 t 1 301130c( i 3i 1 1313, 3 is i 312 t 3 lqt, 3a l( 3a-3 Contractor/Contact Name c)sf 0 SS- ( Phone 'O ` 1 k — 1 Q.SS Email 6 b ao t S 0 P OSSA(l 11C- c.0_Ai Description of Proposed Revision/Corrections: Permit Fee Due $ c tSpor -k- i)1 b�i L Wu/Y--S d- -Pa.b Lc_ a-h L. fi t3 Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved tr.— Denied Not Applicable to Department Revision/Plan Review Comments SGT f C- ` Or triCkl✓ — F.6 e S 'rte /9 l-r- Department Department Review Required: 4 --c t, Buil ing Planning Zoning,_, Reviewed By T -- A •11"e. trator Pub ark ,��� Public Utilities 2 S 1( V' p 'Services 2,- A--/ r Date ire Services ,/ , "' City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 ��% (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 2- J---1 Service Address S6/ — 31/ ,4-1-1-C S% Number of Units Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3/v •/ New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # l , OL) j2 cam-'- w, C.1 Water System Development Charge $ /, y� Sewer System Development Charge $ Water Meter Only C-D Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Jam" 1) . tiO Other $ TOTAL $ _ 1 ' 3 7 :,„.(10 (Notes) APPROVED Kayle Moore, P.E. Date /S tk Public Utilities Director or Authorized Signature f ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED :- sr'u'r`-r City of Atlantic Beach J ',S•1 PUBLIC UTILITIES DEPARTMENT ,, 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 NEW WATER/SEWER TAP REQUEST Date Z - S —/ Project Address 31 - 3 Z3 T X47 S [— Number of Units Commercial Residential Multi-Family 3 rr New Water Tap(s) & Meter(s) Meter Size(s) A, � New Irrigation Meter aUpgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# 1-1 o,070"3 - /A)O or(917 Water System Development Charge $ ON Sewer System Development Charge $ Water Meter Only $ [ &S, 06 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ s0. CS3 Other $ TOTAL $ i r 37 S r u] (Notes) APPROVED Kayle Moore, P.E. Date 2/lr/C k Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED fusil _ ca(0,1 ' ' ' VP-esi#-o- sL, ,i:r R-6S rt - bay ' #. < , ,.' CITY OF'ATLANTIC BEACH „s'' MAR 0 9 2018 MAR - 8 2018 800 Seminole Road r Atlantic Beach,Florida 32233 -‘,,, �: LS0-oa-iy ,-1 -- r . .:'-4::1g Department S r _oat r if,��.iantic Beach, FL Q .. _Gra V?0 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW CO M MFEN TSS aroy / ec&1-3 — 19 0-1- Date 17/`r Revision to Issued Permit Corrections to Comments Permit# (2A s'1 - 0 a tP r `6 j / .3t�3 c 3uS-i.301-1 30c1 I. 3 II 1•. 131-3 ISS-3��}3 .31q� Project Address . b/ l� esAl .3 1 ,•3a3 Contractor/Contact Name / 1/s;,- .,/'/l i. pl 6,, Phone F()9-.2/1-S-00 3 Email /2JOhiall -i'l i r•e "Vitt.,I/ C Gs^-k- Description of Proposed Revision/Corrections: Permit Fee Due$ Zp v�5.lo i (, COvkn• (elk /1 �/� ('.4 /0 6t pGwtrf) p et C tO 14 y a 1 i Al(J•t- P/ LJ 3 /%, Additional Increase in Building Value$ p/ Additional S.F. By signing b- • / it 7640 affirm the Revision is inclusive of the proposed changes. "Med me) 3/7 -k Si.”a re of • cto /Agent( on ractor must ' n if increase in valuation) Date t. (Office Use Only) Approved Y Denied Not Applicable to Department Revision/Plan Review Comments &et FI r ism' Department Review Required: Buil•' • it. ann ii• & Zonin• Reviewed By - i•• inistrator 'ub' fiva. 'ublic U iiities 3 (2 ( C • - Date cv A - L". March 21, 2018 Rick Johnson Ahem Townhomes, LLC. RE: Fire Flow Test for Ahem Townhomes Development Mr. Johnson: In order to provide additional fire flow information for your project,the City performed a flow test on the fire hydrant at the intersection of East Coast Drive and Ahern Street on March 21, 2018 with the following results: Location: East Coast Dr. &Ahem St Test Date/Time: 3/21/18 9:30 AM Static Pressure: 50 psi Residual Pressure: 43 psi Test Flow Rate: 1,130 gpm Estimated Flow @ 20 psi: 2,479 gpm Tested by: Chris Walker,Division Director The above estimated flow at 20 psi is based on NFPA section 291,AWWA M-17. Should you need additional information,please call me at(904)247-5834 or email me at kmoore@coab.us. Sincerely, Kayle Moore, PE Deputy Public Works Director cc: Chris Walker, Division Director Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 IV fra • • .?1PetCUt. Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018 February 26, 2018 Ahern Townhomes @ Atlantic Beach Application Prosser 116073.01 Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets) of electronic documents. FIRE DEPARTMENT ACCESS: NFPA 1, 18.2.3.2.1 A fire department access road shall extend to within 50ft (15m) of at least one exterior door that can be opened from the outside and that provides access to the interior of the building. When required by the authority having jurisdiction, road(s) or parking lots providing access to the main entrance door(s) shall be considered access roads and shall comply with the requirements of 18.2.3.4.1.1 and 18.2.3.4.1.2. Access roads (driveway between garages and road) provides access within 50 feet of a door for all dwellings. The driveway of the western bloc kk of nit as teen drawn with more clarity. DRIVING SURFACE: NFPA 1, 18.2.3.4.2 Surface. Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. (JFRD Apparatus Average Weight is 32 Tons). Asphalt is an acceptable surface. See attached literature about pressure of fire truck. It is less than 200 psi. Even pavers are rated for 4,000 psi and up DEAD ENDS: NFPA 1, 18.2.3.4.4 Dead Ends. Dead-end fire department access roads in excess of 150ft (46m) in length shall be provided with approved provisions for the apparatus to turn around. Access road is less than 120'. See sheet A101 for added dimension. Overall site is only 130 ft. fittRflttI'RADtt/SrfitfiPa?;tt.21.4:3 TUrntngRadius �. .__._._ ___.�_ _ NFPA 1, 18.2.3.4.3.1 the turning radius of a fire department access road shall be as approved by the AHJ. (JFRD Turning Radius is 46'.) NFPA 1, 18.2.3.4.3.2 Turns in fire department access roads shall maintain the minimum road width. The access road is straight with no turns. The turn from Ahern street into an access road is diagrammed on sheet A101. Fire flow test provided by owner. Attached. BEARD COMMERCIAL STRUCTURAL DESIGN OF ROADS FOR FIRE TRUCKS (Last Updated December 23, 2013) A common question posed by design professionals is the ability of pavers to withstand fire truck loading. This is due to the extremely high axle weights that they exert; in fact, certain states (California for example) have created fire truck exemptions whereby the maximum allowable weight of a fire truck can exceed the Department of Transportation allowable weight restrictions. In terms of structural design for roadways, there are three loading conditions that need to be considered for fire trucks, namely: 1. The design ESALs applied to the pavement system. 2. The fire truck wheel and axle loads. 3. Point loads that occur when the stabilizer outriggers are in place. DESIGN ESALS Interlocking concrete pavers have been proven to provide a durable and effective pavement system, but, as with any pavement, proper design, construction and maintenance procedures are required. The adjacent document was created by the ASCENT&DI Structural Design of Interlocking Concrete Pavement Standards Committee to provide guidelines for developing appropriate pavement structures for various traffic and subgrade conditions. Asa 1( This standard Need to determine DESIGN amount of traffic ESALS guideline was developed based on the over design life fv4 ,pq 1993 AASHTO Guide for Design of Al • 11 �'1mom• Pavement Structures, which calculates .4 ►.1♦ N ���►4 X16. the thickness of a road cross section 1•►. ���� a) a) Pavers t�r��Alre �\ ����A g required to withstand the applied loads Aggregase ���%� for the given lifespan based on the GEOTEXTILE native soils bearing capacity. ESALs subgrade`.`''""` (Equivalent Single Axle Loads) express the equivalent damage Need to know u subgrade „ created by each type of vehicle as strength compared to an 18,000-pound axle load. Passenger cars have a Vehicle Load Factor (VLF) of 0.0004 (it would take 2,500 cars to create the same damage as one ESAL) while full fire trucks range from 0.21 to 6.87. Although it is evident by the VLFs that fire trucks can exert high ESALs on the pavement surface, it is important to note that roads are designed around hundreds of thousands, if not millions of ESALS, so the impact of the occasional fire truck is actually marginal. WHEEL & AXLE LOADS Designers use H-20 or HS-20 from AASHTO (shown below), or specific axle configurations (shown adjacent), to express the extreme load effect created by heavy vehicles such as roialLoad art Front Axle=WOO lbs . transports, buses and fire trucks. These in turn Gloss Vehide Weight=0000lbs. are used to calculate the moment (bending) 21 1 0104 ladder tuck) and shear acting on a bridge or other Total Load a Rear =tet suspended segment as the vehicle passes over 8 (du�rMxd�idensees) R it. For example, the lid of a concrete vault 1.4 would need to be able to support the specified loading to make sure the fire truck did not collapse the lid and fall into the vault itself. , H-20 and HS-20 loading Paver systems include a fully supportive base, and are in no way suspended over an opening into which they can collapse; therefore, the application of H-20 or HS-20 loading is not required. POINT LOADS In terms of being able to withstand the surface pressure exerted by the truck tires, the heaviest gross axle weight (GAW) for a fire truck that the author could find was 24,000 pounds on a single steering axle; assuming standard tires are used (even though Super Single tires are required) the maximum weight on each of the wheels is 12,000 pounds (24,000 pounds/2 wheels). Using a conservative contact area on the bottom of the wheel of 8 inches square, 4hen the pressure exerted by each front wheel is 187.5 psi (12,000 pounds/64 square inches). Any concrete paver offered under the Belgard line is made in accordance with ASTM C936, which calls for an average compressive strength of 8.000 psi with no individual unit being less than 7,200 psi. So, simply put, the pavers are on average 40 times strongertin compression than required to withstand the surface pressure that would be exerted under these extreme conditions.,. When the stabilizer outriggers are in place, a point load of as much as 45,000 pounds can be applied to the pavement surface. Although significant, when distributed over an "unfactored" stabilizer plate surface area of 0.97 square feet (area of 10x14 inches), this equates to a surface pressure of 322 psi, which again is well within the compressive strength capabilities of paver. As a final thought, should one or more pavers become damaged, these individual units can be removed and replaced without compromising the structural integrity of the system (instruction manual available upon request). MILTON J WOOD FIRE PROTECTION - ELECTRIC FIRE PUMP TEST SHEET PROJECT: REICHHOLD Inc.,400 DOREMUS AVENUE,NEWARK,NJ 07105 AREA: DIESEL PUMP-B13 PROJECT NUMBER: TEST DATE: March 30, 2000 TESTED BY: MICHAEL BARRETT/MJWFP WITNESSED BY: JOE HOWARD/REICHHOLD PUMP MAKE: AURORA PUMP TYPE: 8-481-17B PUMP SERIAL NO: 57-66450 RATED GPM: 2000 RATED PSI: 75 150%GPM: 3000 65%P5I: 49 RATED CHURN PSI: 85 MOTOR MAKE: MOTOR TYPE: MOTOR SERIAL NO: RATED H.P. RATED RPM: RATED VOLTAGE: SERVICE FACTOR: FULL LOAD AMPS: CONTROLLER MAKE: CONTROLLER TYPE: CONTROLLER SERIAL NO: OUTLET PITOT READINGS AND CALCULATED FLOWS TOTAL %OF PRESSURE VOLTS AMPS SIZE pitot flowpitot flow Pitot flowpitot flow pitot flow pitot flow pitot flowpitot flow FLOW RATED RPM P� SUCT DISC NET P1 P2 P3 P1 P2 P3 CHURN 0 0 0 0% 50 175 125 80 80 80 1.75" 253 253 13% 45 165 120 90 90 90 1.75" 256 256 512 26% 40 155 115 98 98 90 1.75" 289 256 256 801 40% 35 145 110 87 78 99 1.75" 268 256 254 288 1066 53% 30 135 105 67 87 100 1.75" 243 256 254 258 326 1337 67% 25 125 100 123 123 123 1.75" 258 256 254 268 236 265 1537 77% 20 115 95 145 145 145 1.75" 269 256 254 259 236 256 256 1786 89% 15 105 90 150 150 150 1.75" 256 256 245 256 245 245 245 256 2260 113% 10 95 85 160 160 160 0 0% 0 COMMENTS: Ahern Town Homes printed 1/2/2018 MILTON J. .WOOD FIRE PROTECTION DIESEL FIRE PUMP TEST SHEET PROJECT: ARCHIMICA Inc. AREA: PLANT PROJECT NUMBER: TEST DATE: May 10, 2000 TESTED BY: TOMMY CRUMLEY/MJWFP WITNESSED BY: PUMP MAKE: PEERLESS PUMP TYPE: HORIZ.SPLIT CASE PUMP SERIAL NO: RATED GPM: 1500 RATED PSI: 100 150%GPM: 2250 65%PSI: 65 RATED CHURN PSI: ENGINE MAKE: CATERPILLAR ENGINE TYPE: DIESEL ENGINE SERIAL NO: RATED H.P. RATED RPM: 1750 'CONTROLLER MAKE: CONTROLLER TYPE: CONTROLLER SERIAL NO: OUTLET PITOT READINGS AND CALCULATED FLOWS TOTAL %OF PRESSURE RPM NOTE SIZE pitot flow pitot flow pitot flow pitot flow pitot flow pitot flow pitot flow pitot flow FLOW RATED SUCT DISC NET CHURN 0 0 0 0% 50 185 135 1781 1.75" 82 803 803 54% 65 170 105 1774 , 1.75" 70 742 82 803 1545 103% 50 150 100 1760 1.75" 58 675 64 709 62 698 2082 139% 45 125 80 1752 1.75" 46 601 50 672 52 639 50 627 2539 169% 45 100 55 1747 1.75" 38 547 42 575 42 575 42 575 44 • 588 2860 191% 40 80 40 1746 1.75" 0 0% 1.75" 0 0% 1.75" 0 0% 0 0% COMMENTS: DIESEL PUMP HOUSE NOT SPRINKLERED. ONE OF THE BACKFLOW PREVENTERS IN THE PUMP SUPPLY DOESN'T HAVE INDICATING VALVES. Ahern Town Homes printed 1/2/2018 r=rwiginton HYDRANT TEST SHEET FIRE SYSTEMS LOCATION: Ahern Town homes JOB NUMBER: 171219-0023 TEST DATE: 22-Dec-17 TEST TIME: 12:00 AM OPENING DIAMETER: 2.50 in HYDRANT COEFICIENT: 0.90 STATIC PRESSURE: 50 psi RESIDUAL PRESSURE: 46 psi PITOT PRESSURE: 35 psi RESIDUAL FLOW: 993 gpm CALCULATED FLOW THAT IS AVAILABLE @ 20 PSI: 2947 gpm CALCULATED FLOW THAT IS AVAILABLE @ 0 PSI: 3883 gpm COMMENTS: —22-Dec-17 ■ static residual • 20 psi ♦ 0 psi 60 mommmmmm.mmmm.m.mmmmmmmmmmm.m.mmmmmm mom Uiii•"IIII'H'•'nu'n'nh' "" I'll 50 ...... .......... .......nquimimiimmimimimininimmomimminninmiiimmimmimim INmmm.mm.mmmsmo..mmomo.sm.s.s.ss..s. miiimiiimmimmimiummininimus ihommimimmuisismirmimmiummummmommimismimuni .. .....i.._mm��msmm smo. .sm.mmomomm.mo...mm mmiammilimmonsommisminnuminimmmumilummE 30 iniummumminumnomummi -.mumw iiiOiiIiiiIiiOIIiiii1!!!iIIIIIIIIIIIIIIIII a20 mom._ moms s.oms . omomsss.sms.o. 10 0 IIiIIIIhi 0 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW [gpm]