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ATLANTIC BLVD 1051 (2) -"6, w�"' 7 - .. •. t ._may ,4 .. G, Fm.+ITfi/.✓E, T.7 of TC 'F w TAX .✓' . /7 7-0 MRP TO SHOW BOUNORRY SURVEY OF •, A PART OF THE CASTRO Y. FERRER GRANT. SECTION , TOWNSHIP 2 SOUTH. RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE r PARTICULARLY DESCRIBED AS FOLOWS: � w ,,,.,.« •�� �. .�� j B 9� /B " 3d" �. j } //o . o ' �� FOR R POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE � ,. E. _ �•33 ,,, P .. WESTERLY RIGHT OF WAY LINE OF PQURTIC DRIVE, R5 NOW ESTABLISHED 4 83" 2 Z N 3 AS A 60 FOOT RIGHT OF WRY WITH THE NORTHERLY RIGHT OF WAY LINE OF oloIllcaaaPN •/�Lp I ATLANTIC BOULEVARD, AS NOW ESTABLISHED A5 R 100 FOOT RIGHT OF WAY, THENCE SOUTH 89'18'38' VEST, ALONG SAID NORTHERLY RIGHT OF �+`•, ' a wM. �_ _ r•�•f ••�' ? __ - J WAY LINE, A DISTANCE OF 152.25 FEET TO THE POINT OF BEGINNIN" THENCE CONTINUE SOUTH 89'18'38' WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 177.72 FEET TO A POINT OF CURVE OF A R � �o ;� a CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.0 FEET THENCE 4 l3»IJ 5'Z _. v NORTHWESTERLY DEPARTING FROM SAID NORTHERLY RIGHTOF WRY LINE Ah�l .,.c: ¢N��' _ ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF NORTH 48050'42" cNa4v� "¢�.��..E t WEST AND A CHORD DISTANCE OF 33.27 FEET TO THE POINT OF TANGENCY ; •' OF SAID CURVE) THENCE NORTH 7'16'02" WEST A DISTANCE OF 74.70 FEET TO R POINT OF CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF �v 25.00 FEET, THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, A t- CHORD BEARING OF NORTH 16'49'39" EAST RND R CHORD DISTANCE OF 20.41 FEET TO A POINT OF REVERE CURVE, SAID CURVE BEING CONCAVE Q o WESTERLY HAVING R RADIUS OF 50.0 FEET, THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE (SAID CUiVE COMMONLY KNOWN A5 A CUL—DE-5AC) A CHORD BEARING OF NORTH 04001 '01"' EA5T AND A CHORD DISTANCE OF "orscouNr Aero PAars o (v60.05 FEET TO A POINT ON SAID CURVE, THENCE NORTH 83"12'22" EAST �' /- raRY co NC 84a[It o N 13 A 015TRNCE OF 69.33 FEET) THENCE NORTH 89'18'38' EAST, A DISTANCE t OF 110.00 FEET TO THE WESTERLY LINE CF THOSE LANDS A5 DE5CR16Eq 2s,o' `� IN OFFICIAL RECORDS VOLUME 48- PAGE 873 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY, THENCE' SOUTH 07 16'020 FAST, ALONG SAID cha�az F � :• � �� 40 . . _ � N WESTERLY LItit , A DISTANCE CF 184.24 FEET TO THE POINT OF BEGINNING. CONTAINING 0.798 ACRES, MORE CR LESS A . S R �'�� Nr ��r�✓r/a„ Q FOR: 015COUNT AUTO PARTS. INC:. MA55ACHU5ETT5 MUTUAL LIFE INSURRNCE COMPANY PRRRMOUNT/CHICAGO TITL,-. IN5URHNCE COMPANY Y o c7 f V) ID � . ' R • oo U c� �L CIO v \� 4 T v E.vI Ems/T a, \` •� or 4 Mi i ar » oSJ It 5. c7" .v. y. wvTs � _ h q ,r/.ae NYPR.nNr 4 4 .a u.r.r, O 3•r lSZ• S . 7 rJNu4auRn✓N/.7 *X[tAN.✓✓"r / r cr,aA/ Via/ .... ........ Ae, -•�--- ��-�._. ,...__ -�,_._- .. ... .. J� .' WAL •. .. P.N.6i O✓r".f M¢AQ 4.YC T�/c 4/r' S ' �' •C•NG. WAL'g d 7 03 ZS" Anita 3G.4a' z'ruAIs o I ./ r 177 ;2 Crr"Ra � N. ¢d• Sd'4�."r'✓. s. 8 °� /13 .�� Yv II tv TL A /� T/ C B O U L E V A RD i f47'E RaA a .�/�. o -avevJ I rt_ Frt FLOOD CERTIFICATION: z I CERTIFY THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE AS /, d vt•/,Y45 �Rc S6U dn/ O6:wd CALG nF X, II /I 3F" vcr. r o , arcu„Xr/c SHOWN ON FLOOD INSURANCE RATE MRP DATED 9Pki- i8 l9e7 Fq o:= rvar o/4 Qa✓csvOlwOFOR T.V/s ,x 4 Ac+ ,va.«,*r Svtr�Y a 7r/eI� C VNOJ a�Jc,�/9�a %•• �x+va.r p " COMMUNITY NO: Ixoo-1r PANEL NO: COUNTY, FLORIDA. AS sroa� � 6o rerc.earo .,✓ e• e'. �! 6adT P4• 70� ,, N� 4r7'6'nrP7" :..%+s MACFe To zocgral c'Aloff4(p- 441A/O yr/c /r/�f af2 i.+. e•,e-+er,. �s I CERTIFY THAT THIS SURVEY 05 MADE UNDER MY 5UPERVISIDN AND a ,r.ac wr' jkVWeoCS rAAGCT•Y va°^^ "'Aa43^1r ''aX 4044 f, MEETS THE MINIMUM TECHNICAL 5TR+NDARDS ESTPBLISHED BY THE FLCRICA /.r A SurCVe:�y OF A r'�.K7/a� nr TfN"lC LANJS p6"1t,C,.fro-ll AS P.q,dC'oL jOrGb /n/ r�aza .+ou,r7 r/rw Ems,,,,/r «+t vr' ���� /o .9zy . STATE BCfTrRD OF Lr"1id0 5URVEY0i5 PIIRS�:r�NT TO 5l CTIO�I 472.027, �RRNJONES & RSSOCIA I rS roxe ,�'a• /C7 SES .�rr,acPr ra su[vrraAts ca`Zrrr=/GArfy �.. c Aoo,r(e �.ac cw�r'/scar/a/✓• FLORIDA STATUTES. LAND SURVEYORS AND LAND VLRNNEiS POST OFFICE BOX 58055 �� — -1 t��r� �- — JACKSONVILLE, FLOR I OR 32147 FLORIDA REG. LlID 5URVt O�Y rR N). 2772 FRANK W. JONES, JR. DATE: ,v+r. .4, 1997 SCRLE; PRcINTS OF THIS aURYEY ARE NiJT VALID W.U. N:3; a lxzi DR'rG. NUi xa l-wo- ` UNILE55 EMBOSSED WITH THE SURVEY,JRS SEAL. F. 9. xir - 9 ............... ADVANC D -DISCOUN AUTO --PAR S A A _N C B AC ]� , FLOR � DA SAXIF- - ARY , S JW R URBISHM NT � �Te LOCATION INDEX & i ADVANCED �`oUNT AUTO PaR,S i � u ( U SHEET 0 COVER SHEEP .� ? SHEET 1 GENERAL NOTES ATLANTIC B001E"'a° SHEET 2 PROPOSED NEW SANITARY LAYOUT SHEET 3 WET WELL DETAIL SHEET SHEET 4 WET WELL DE'PAIL SHEET c PREPARED BY c v _K _K 14286-19 BEACH BOULEVARD, {{ 232 JACKSONVILLE, FLORIDA 32250 'PELEPHONE-. (904) 818- 2802 c PROJECT N0 . 2005 - 05 - 01 DATE .- MAY 2005 i � 0M > m (U!l a U Ldp O P CL © � w U Lf) Lw 7 0 w CK GENERAL NOTES W d 1 . ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 00 � � 489 FLORIDA STATUTES. ko 3. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY q RIGHT OF WAY OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE ATLANTIC BEACH STANDARDS. OR TO o �o 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR PREPARING THE BID FOR THE PURPOSE. OF FAMILIARIZING HIMSELF WITH WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE � www. OR SUB SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. U `� 5. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND OF CONSTRUCTION & REPAIR. GENERAL NOTES -- SEWER METHOD (THIN AN EASEMENT OR A PUBLIC RIGHT OF WAY REQUIRES 6. ALL WORK PERFORMED W 1 . ALL SEWER MAINS SHALL BE PVC (ASTM-3034) DR 35 FOR DEPTHS TO 15 FEET, A SEPARATE PERMIT ISSUED BY THE CITY OF ATLANTIC BEACH. SDR 18 FOR 15 FEET OR GREATER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. 7. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 2. ALL MANHOLE FRAMES AND COVERS TO BE ADJUSTED TO FINAL FINISHED GRADE. THROUGH THE CITY OF ATLANTIC BEACH, 3. ALL DUCTILE IRON SEWER PIPE, WHERE SPECIFIED, SMALL BE CLASS 51 AND 8. WATER AND SEWER CAPACITY FEES SHALL BE REQUIRED AT TIME OF BUILDING COMPLY WITH ANSI/AWWA C150/A21 .50 AND ANSI/AWVWA C151 /A21.51 . DUCTILE IRON PERMIT APPLICATION. FEES WILL BE BASED ON TOTAL NUMBER OF PLUMBING PIPE SHALL BE PROVIDED WITH A FACTORY APPLIED INTERIOR POLYETHYLINE LINING FIXTURE UNITS SHOWN OR LISTED ON BUILDING PLANS. IN ACCORDANCE WITH ANSI/ASTM D1248. 9. "AS-BUILT" DRAWINGS - AS-BUILTS ARE REQUIRED TO BE SIGNED AND SEALED 4. PRE---CAST MANHOLE SECTIONS ARE TO BE MANUFACTURED IN ACCORDANCE WITH BY A FLORIDA REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE THE LATEST EDITIONS OD ASTM C--478 WITH 4000 LIB. CONCRETE, TYPE II CEMENT, CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPERATION, FIELD LOCATIONS, CERTIFICATION, 5. FORCE MAIN SHALL BE DR-18, CLASS 150, PVC PIPE. PVC PIPE SHALL AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH CITY. OF ATLANTIC CONFORM TO AWWA C--900 STANDARD. ALL JOINTS SHALL BE OF THE BELL AND BEACH REQUIREMENTS. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND 6. FORCE MAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE OR PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL BOTTOM OF PAVEMENT BASE, UNLESS OTHERWISE SHOWN. FORCE MAINS SHALL BE CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. LEAK AND PRESSURE TESTED IN ACCORDANCE WITH CITY STANDARDS. 11 . ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE 7. THRUST RESTRAINTS ARE REQUIRED IN ACCORDANCE WITH CITY STANDARDS WHERE BY CONTRACTOR ON A DAILY BASIS. FORCE MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 12. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE 8. A DEPT. OF ENVIRONMENTAL PROTECTION PERMIT WILL BE REQUIRED BY THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY THE ENGINEER. ENGINEER OF RECORD ALONG WITH CLEARANCE LETTER FROM DUVAL COUNTY RESD PRIOR TO SERVICE ACTIVATION, o °.. < w 13. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE CITY OF ATLANTIC 0 BEACH ON ALL MATERIALS FOR REVIEW AND APPROVAL, PRIOR TO PURCHASE OR � J � ONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. o C Q (5 � p '14. UNSUITABLE MATERIALS UNDER WATER, SEWER, OR STORM PIPE AND/OR o � Q z STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL U � � J PROPERLY COMPACTED IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS. o _j � w 15. HORIZONTAL SEPERATION BETWEEN WATERMAINS, VALVES, AND FITTINGS AND o o w SANITARY OR STORM SEWERS SHALL BE A MINIMUM OF 10 FEET. WHERE A 10 FOOT v Lo }- PARALLEL SEPARATION CANNOT BE MAINTAINED, THE WATER MAIN SHALL BE LAID IN z A SEPERATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST 18" ABOVE > IS NOT POSSIBLE TO MAINTAIN 18" VERTICAL THE TOP OF THE SEWER MAIN. IF IT S o DISTANCE, THE SEWER MAIN SHALL BE D.I. WITH A MINIMUM VERTICAL CLEAR DISTANCE OF 6" UNTIL THE PROPER 10 FOOT SEPERATION DISTANCE CAN BE OBTAINED. ALL D.I. PIPE SHALL BE CLASS 50 OR HIGHER AND CONFORM TO JEA STANDARDS. 16. ALL WATER MAINS CROSSING SANITARY OR STORM SEWER MAINS, AS WELL AS VALVES AND FITTINGS, MUST HAVE A MINIMUM 18 VERTICAL SEPARATION. IF THIS CANNOT BE OBTAINS, ENCASE IN ACCORDANCE WITH THE JEA DETAILS. ALL JOINTS ON THE WATER MAIN WITHIN 20' OF THE CROSSING MUST BE LEAK FREE AND 7PP c * •N MECHANICALLY RESTRAINED. ` •° r o: DATry '� Y. Q SHEET: 6F 4 DWG.# C-1