Loading...
Permit Parking Lot Improvements 1021 Atlantic Blvd 2012 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 . ' INSPECTION PHONE LINE 247-5814 Application Number 12-00000825 Property Address 1021 ATLANTIC BLVD Date 6/29/12 Application type description COMMERCIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . 800000 - ----- -------------------------------- Application desc ------------------ PARKING LOT IMPROVEMENTS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ EQUITY ONE ATLANTIC VILLAGE, OWNER 16 NE MIAMI GARDENS DR ATTN: TREASURY DEPT MIAMI BEACH FL 33179 --- Structure Information 000 000 PARKING LOT IMPROVEMENTS Occupancy Type . . . . . . BUSINESS ------------------------------------------------------ Permit COMMERCIAL ALTERATION/OTHER Additional desc . . PARKING LOT IMPROVEMENTS Permit Fee . . . . 2280 . 00 Plan Check Fee . Issue Date 1140 . 00 Expiration Date . . 12/26/12 Valuation 800000 ------------------------------------------------------- Special Notes and Comments PARKING LOT IMPROVEMENTS FOR SHOPPING CENTER PER PLANS APPROVED. APPROVED TO BE ISSUED BY MG. . ------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 34 . 20 STATE DBPR SURCHARGE 34 . 20 ------ ----------------------- ------------------------ Fee summary Charged Paid Credited Due ---------- ---------- Permit Fee Total 2280 . 00 2280 . 00 Plan Check Total 1140 . 00 1140 . 00 . 00 . 00 Other Fee Total 68 . 40 68 .40 . 00 Grand Total 3488 .40 3488 . 40 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC REACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: ,�' '•. f . Permit Number: Legal Description _ Valuation of Work S AO ff oor ea o q t. Parcel# axt -- Proposed Work heated/cooled—_._... non-heated/cooled Class of Work(circle ane): New Addition Alteration Repair Move Demolition Pool/spa a Use of existing/prypc structure(j)(circle one)., �' P window/door If an existing structure,dis a fire sprinkler system} installed?(Circle one):Residential eNo N lA Florida Product Approval# For multiple products use pr uct apprava arm Describe in detail the type of work to be Performed: 40 Pro C ner information J-d oe Name: 14e-- City— Address: E-Mail or Fax#(Optional) Stat ?ip, f'.�.�Phone Contractor Informmatian: Company Name: ....�.,, Address: Qualifying Agent: Office Phone City State _. Cob Site/Contact Number -- ----Zip State Certifieation/Rcgisiration# Fax# Architect Name&Phone# Engineer's Name&Phone Fee Simple Title Holder Name and Address Bonding Company Name and Address ` Mortgage Lender Name and Address application!t hereby made to obtain a permit ttdo the work and instalJmtians as ndicmtert !cert that na work arlnstalJatiarr has commenced prior ro tlrr sruanceof a permit and that all work wi/1 he parmed to meet rhe standards aja1J taws regulrrtlm eonstris jrtallat i n h Thismens be priortand void rf wov E is not commenced within stx(Gh . Wert,juri d icti . months mt orru tineafteyr orkomnceditand that searaPer must be secured far EJecYricut Werk,Plumt�`tt,,,�;has, PoOts,Fttsnoc ,BgttJs,Heaters. Tanks and iii on Condliiorrets,etc WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT ' TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER R AN ATTORNEY BEFORE RECORDING �'O�IR NOTICE CDE COMMENCEMENT. the carr{1y that 1 have rend ern irre th' p1i tttion and know the same to be true and correct. 411 provisions of laws and ordinances governing this type o)work will be complied w the s i ted rein or not. The ranting cif,a permit does riot presume to give authority to uta/ate or coir provisions afarry other eder at, &' f toe ! re ting construction or the performance afcoirstr no,Pr cel tiSe Signature of Owner Print Nttrne Signature of contractor y Print Name alas ihed bef a me �'` SSETt t�r�, Sworn' �............._....._.__....�.. this w ••`•'"',��' rn to and subscribed before me ��,uarv��y f• 5t Day of_ N(Stary Pu C, i t�toil Pu tc Revised 01.26.10 lit +�°�`,� CITY OF ATLANTIC REACH OWNER f BUMMER AFFIDAVIT L FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER t BUILDER TO ACKNOWLEDGE THE LAW; Fr,�, OSURE STATEMENT FOR SECTION�I99� 1t 30),FLORIDA ST'ATU`TES. STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU FIAVL�A&Pt ILD FOR A PERMIT UNDER AN EXEMPTION TO TIiAT THE F)MMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY.TO ACT AS OWN CO NTRACTOR LVI:N TIIOIJOH YOU DO NOT IIZIVE A LICENSE. QLJ MV S !xElt.. .VISL TIMI rSTRItC TII>N�'(?CrRSF1 'w t`t}IJ hf Y IIIdILi t R INWR:OVE A ONE—OR. TWC) FANCILY RESIDENCE CSR FARivI ()t17"BUII.DINt r. "OU ItitAY ALSO BUILD OR IMI'ROVL A CCxMIWERCLAI BtJTI,I�I 3Ci t1'I'.a1 t C►S"F t}I' .S.gf}0.f} C)R LESS, TME I3I aI DINQ �X` _s{3t2 qL I3SF r ,J OCt UE.<11�'t:Y. IT h9AY IC3T BI Eat II1.T FOR SALE OR LEASE. IF YOU SELL C7R LI ASE A BLTIIDtNcr YOLI ELAVE IILrt1.T' YOIIItSFLF WITHIN ONE YEAR AFTER TIIE CONSTRL)CT3ON IS COMPLLTE, TIIE LAW WILT,PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, kV'kIICIf IS IN VIOLATION OF PIiIS E,hIWNIPTIC)I�t. YOU MAY Nth �$N I1N IC'ENSFC3.1'E .(lIV �5 Y{ lLt }I YOUR.CONSTRUCTION MUST BE DONE ACCORDING TO TItE I3k3ILI)ING CODES ANIS ZONING RFAIILATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE: Fl4IF'LC3YCL7 C3Y YOU AVE I I ENS E$ RF'-Q UD liy_.1 [-.j_AM,AND B Ct)tTI�TY C)tt_.hL(J�#ICI AI. LICENSIA3 C}RIIN,�Nc H II, INJURY LIABILITY; SINCE t WNERS MAY BE LIAR_ I E Ft�R INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES, IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLf3YED UNDER ANY CIRCO (l). A *Q OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO, 455-228(1). AN"4CCUPATiONA,k ICENSE"tSt2TLTE THE OWNER SHOULD PHYSICALLY SEE THE COUNTY CERTIFICATE OF COMPETENCY° OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT;I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT, A DRESS 'HONE NUMBER .+rC.0. PRI E SIGNATU I na r DATE Before me this day of _ _to in the wunty,of Duval,State of Florida,has peracna appeared herirr hY hFmsalf f herself and af8mrs that all s�mrcente and are nd accurate, ti���it114tlttttttr 11ptarY Public at Large,State of County of a'e' 9y1i(11i Knovm r"tyyµR71 /p'i�t Prodrxeda i ti j11. .V AgNotary Signan tures , S F;161 CTION P ANS OR t t N G n 5200'BWort Road, Suite 226 Jacksonville Florida 32256 Phone 904 332 0999 � . E Fax 9043320997 FId a �mpn „ Engineers E , Surveyors 0 _w1A x i Architects Planners mr Landscape Architects ' � < ��°'°' {H �� � '� `' •'" Environmental Scientists ,PAR D FOR _4 .t Construction �zr r rA R � ?� Zf.- t.f5 Management y '�"' reds�m A Ian:c.Bh;fAt2aaflc,BJad "'in "iA Y-..e..., .�r ... ....... {o :. Transportation/Traffic _ Ihlkl N Y04 , Op SITE Eng. C.O.A. No. 3215 °"°°" Survey L.B.No. 7143 Axr Arch. Lic.No.AA2600926 ( gr Landscp.Lic.No.LC0000298 4A Fk OP, _"°` ©2011 . F rao ek3. a INC FILE � : O' . LOCATION MAP 1C OkJ VAR SCALE N.T.S DUVAL COUNTY, FLORIDA SECTION 38 - TOWNSHIP 2 SOUTH - RANGE 29 EAST m C1 Y C) A7r ANTIC ACH , FLORIDA CONSt LTAN TS UTILITY "OVA RS APPROVAL AGEtNCfESLEGAL DESCRIPTION INDEX OF SHEET i; A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TQ)WNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE FPARTICULARLY C-11, COVER SHEET D EV� 0P E LEC B AC H DESCRIBED AS FOLLOWS:FOR A POINT OF BEGINNING COMMENCE AT THE CITY OF ATLANTIC t C-2 GENERAL NOTES EQU�ONE INC. BEACHES ENERGY RVICES SOUTHEAST CORNER OF LOT 1, BLOCK 26, REPLAT OF PARfi OF ROYAL 1600'N.E. MIAMI G kRDENS DRIVE 1460 SHETTER AVENOJE CITY OF ATLANTIC BEACH PALMS UNIT TWO A,AS RECORDED IN PLAT BOOK 31 PAGEt 16, 16A, 16B, 1 ALTA/ACSM "AS BUILT" SU RVE NORTH MIAMI BE kCH, FLORIDA 33179 JACKSONVILLE, FLORIDA 32250 800 SEMINOLE ROAD 16C, AND 16D OF THE CURRENT PUBLIC RECORDS OF SAID,(COUNTY, (305) 947-1664 (904) 274-6280 ATLANTIC BEACH, FLORIDA 32233THENCE SOUTH 07°16'02"EAST ALONG THE WESTERLYRIGIHT--OF-WAY LINE Ci-3. EROSION CONTROL PLAN ATTO. ROBERT J.IMALAGON ATTN.: JOHN BOWERFIND (904) 247-5800 OF ROYAL PALMS DRIVE, AS ESTABLISHED AS A 60 FOOT RIGHT--OF-WAY BY ATTN.: ERIKA HALL OFFICIAL RECORDS VOLUME 1819 PAGE 52 OF SAID PUBLIC;RECORDS, A �+- EROSION CONTROL DETAILS o E! G it E R TE L EPHCM E DISTANCE OF 20.55 FEET; THENCE NORTH 85°3727"WEST ALONG THE C-6 DEMOLITION PLAN .0 CPH ENGINEERS,' NC. AT&T NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL REfCORDS VOLUME 2010 PAGE 42 OF SAID PUBLIC RECORDS, A DISTANCE OF 8(0.29 FEET; C-6 SITE DIMENSION PLAN 5200+ BELFORT R AD, SUITE 220 1001 N. ST.JVM 81-UFF ROAD THENCE SOUTH 00°41'22"EAST ALONG THE WEST LINE OF%AID LANDS AS LORIDA 32256 Y C-1 GRADING & STORM DRAINAGE PLAN JACKSONVILLE, JACKS `°t�, = DESCRIBED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42 A DISTANCE OF (904y 332-099990 348-3498 � ,:` ,. '1MEMLLo "AASTALONG THE S UTH LINE OF C- ATTN. WADE P. ;1L: ATTN.: FRANK WILLMMS DISTANCE OF 147.68 FEET TO A POINT ON THEAFOREME 4VIONED L1�<<1 LIGHTING PLAN � ? - WESTERLY RIGHT--OF-WAY LINE OF ROYAL PALMS DRIVE, SAID 1o1 /ATTER RIGHT-OF-WAY LINE BEING ACURVE CONCAVE NORTHEAS;7rERLYHAVING A L- OVERALL LANDSCAPE PLAN TR14TATE LAND 5URVEYORS, INC. CITY OF ATLANTIC SOH UTILITIES RADIUS OF 515 FEET; THENCE SOUTHEASTERLY ALONG TME ARC OF SAID L- LANDSCAPE PLAN 5875 MINING TER tACE, SUITE 209 1200 SANDPIPER LAS CURVE, A CHORD BEARING OF SOUTH 44°14'11"EAST AND Aq CHORD ` JACKSONVILLE, FLORIDA 32257 ATLANTIC BEACH, FILORIDA 32233 DISTANCE OF 236.50 FEET TO THE POINT OF TANGENCY OF-SAID CURVE, L-3 LANDSCAPE NOTES AND DETAILS (904) 880-2533 (904)247-5834 THENCE SOUTH 57031102"EAST CONTINUING ALONG SAID kESTERLY TI-1 TREE INVENTORY PLAN ATTI il. LARRY G. DDY, P.L.S. ATTN.: DONNA KALt1kNIAK RIGHT-OF-WAY LINE A.DISTANCE OF 87.05 FEET TO THE POIINT OF CURVE OFA CURVE CONCAVE SOUTHWESTERLY HAVING RADIUfS OF 113.55 I11-1 IRRIGATION PLAN LAND CAPE S E R FEET, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID (CURVE, A CHORD BEARING OF SOUTH 52013'15"EAST AND A CHORD @)ISTANCE OF IR-2 IRRIGATION DETAILS o r ARCHITECT Crnr OF ATLANTIC INACH UTILITIES 20.97 FEET, THENCE SOUTH 89°18'38"WEST ALONG THE NORTH LINE OF THE ; 1200 SANDPIPER LAS LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 33977, PAGE 69 A ® -cl © © 4 Z CPR ENGINEERS INC. AT4'ANTIC BEACH, FLORIDA 32233 DISTANCE OF 126.77 FEET; THENCE SOUTH 00°41'22"EAST"/ALONG THE 500 WEST FULTO STREET (904)247-834 WEST LINE OF SAID LANDS A DISTANCE OF 62.00 FEET, TH@NCE NORTH SANFORD, FLOR A 32771 AT'I"N.: DONNA I'CA►L!>WNIAK 89018'38"EAST ALONG THE SOUTH LINE OF SAID LANDS ASIDESCR/BED IN a � � a O N ATT 322-6841 OFFICIAL RECORDS VOLUME 3397 PAGE 69 A DISTANCE Ol` 160.00 FEET TO a U 1 gTTI. JAMES K. INTER, RLA n A POINT ON THE AFOREMENTIONED WESTERLY RIGHT-OF-SWAY LINE OF Z w ROYAL PALMS DRIVE, SAID POINT BEING ON A CURVE CONfCAVE 43F.OT C HICAL SOUTHWESTERL Y HA VING A RADIUS OF 113.55 FEET; THENICE SOUTHERLY W ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF SOUTH 05°4543" .a U EINGIN ER EAST AND A CHORD DISTANCE OF 20.08 FEET TO THE PO//WT OF TANGENCY City of Atlantic Beach HIE NORTH LINE Planning and Zoning Department -p 0 � UNIVERSAL ENG EERING SCIENCES OF SAID CURVE; THENCE SOUTH 89°18'38"WEST ALONG T' 556'1 FLORIDA MI TNG BLVD. OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2219 PAGE This approval verifies c and t local and N 3 Y4) a M ai Z "' JACKSONVILLE, LORIDA 32257 306 AND ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL zoning, subdivision an -5 but does not constitute N sL. L d. V Rf development regulations, � a U Q � 0 � 904 296-0757 roval for the issuance of permits. Compliance ( RECORDS VOLUME 2843 PAGE 750 AND ALONG THE NORTH/LINE OF THE app LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 323 with Florida Building Code and all other applicable fAtlantic ATT Ilfl. STEPHEN EAVER, PE 11 PAGE 773 A ermitting regwrements i local, State and Federal p }4 DISTANCE OF 440.00 FEET; THENCE SOUTH 00041'22"EAST"1ALONG THE Beachh Building ng Orified f Sial prior to the eC'tssuancetl ofia WEST LINE OF THE LANDS AS DESCRIBED IN OFFICIAL REQ(ORDS VOLUME Building Permit. 3231 PAGE 773 A DISTANCE OF 160.00 FEET; THENCE SOU�H 89 18'38"WEST Approved By::: t i c or ALONG THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOUJLEVARD (STATE 6 • Date: NOTES ROAD A-1-A)AS NOW ESTABLISHED AS A 100 FOOT RIGHT-(bF-WAY, Ai',. Q )OQ 111!5— V O DISTANCE OF 569.18 FEET, THENCE NORTH 07°16'02"WES/A DISTANCE OF CV P� �DGb�-7 Z J 160.00 FEET, THENCE SOUTH 89018'38"WEST PARALLEL W tH SAID NORTH I�—' U. RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 201.42 FEET _ TO THE EASTERLY RIGHT-OF-WAY LINE OFAQUA TIC DRIVE,, AS Z. V ESTABLISHED BY OFFICIAL RECORDS VOLUME 3278 PAGES 176 AND 177 OF LU W SAID PUBLIC RECORDS, THENCE NORTH 11°42'30"WEST AkONG SAID LU O IU EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 390.26 FEET, THENCE NORTH 8204358"EAST ALONG THE SOUTH LINE OF THE LAIWDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2411 PAGE 11771 A DISTANCE OFr �, , �, - i � W Z 262.48 FEET; THENCE NORTH 13 5450 EAST ALONG THE EASTERLY LINE OF � I SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOL WhE 2411 PAGE 1171 AND ITS NORTHEASTERLY EXTENSION, A DISTANCE OF 19a81 FEET, ,IAN 0 3 2012 `� V � ~ THENCE SOUTH 8503727"EAST ALONG THE SOUTHERLY LANE OF U. Q AFOREMENTIONED BLOCK 26, REPLAT OF PART OF ROYAL-,PALMS UNIT TWO 0 A,A DISTANCE OF 37.52 FEET THENCE SOUTH 07 16 02 EAilST ALONG THE W WEST LINE OF THE LANDS AS DESCRIBED IN OFFICIAL REQ(ORDS VOLUME 1471 PAGE 472, A DISTANCE OF 35.00 FEET; THENCE SOUTIp/85°37'27"EAST ALONG THE SOUTH LINE OF SAID LANDS,A DISTANCE OF 610,00 FEET, THENCE NORTH 07016'02"WEST ALONG THE EAST LINE OF,SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 1471 PAGE 47;k A DISTANCE OF 35.00 FEET; THENCE SOUTH 85°3727"EAST ALONG THE AFOREMENTIONED CITY SUBMITTAL #21.03-12 SOUTHERLY LINE OF BLOCK 26, A DISTANCE OF 541.85 FEET TO THE POINT Sheet No. OF BEGINNING. "NCIETICE" CONTAINING 14.04 ACRES MORE OR LESS. THE SIZE OF THESE PLANS MAY HAVE BEEN C F 4kT1 JA 1MT1 C )11 1 jk43 E SLIGHTLY ALTERED BY REPRODUCTION PROCESSES,THIS MUST BE CONSIDERED WHEN SCALING ANY REPRODUCED PLANS FOR THE PURPOSE OF COLLECTING DATA. I CON'S ItUCTION P! ANS FOR N b - 5200 Belfort Road, F Suite 220 w Jacksonville Florida 32256 Phone 904 332 0999 . _ Fax 904 332 0997 L T I N1 L 1njk43 Eli Engineers AMAV IkT t4 4:0 1i< Surveyors 1,<.� Architects M., # ,< Planners Landscape Architects Environmental Scientists 9cu i0.i ,d 1 a.,1 ,1 Construction R AR FOR Management hv3 i ,^.t aimn-m61AA,t.:1n1-DIti 1Transportation/Traffic „x}10 AIA SITE Eng. C.O.A. No. 3215 * FJ "�` Survey L.B.No. 7143 r h. _ A c Ltc. No.AA2600926 wM1 Landscp.Lic.No.LC0000298 w Q, a ©2011 INCE a f 4 ILU 00 tj 11rf r4 E t J p. o [.ANTIC BOUL VAR LOCATION MAP w SCALE N.T.S DUVAL COUNTY, FLORIDA HFL 1SECTION 38 - TOWNSHIP 2 SOUTH - RANGE 29 EASTC1 Y OF ,- , L 1�1T1m CONN ULTANTS UTILITY'` PftOVICWRS APPROVAL AGENCIES LEGAL DESCRIPTION INDEX OF SHEETS A PART OF THE CASTRO Y FERRER GRANT, SECTION 3f8 TOWNSHIP 2 DEVELOPER ELECTFUC SOUTH, RANGE 29 EAST, DUVAL COUNTY FLORIDA, MORE PARTICULARLY C-1 COVER SHEET R,QUITY ONE I C. BEACHES ENERGY SERVICES CITY OF ATLANTIC BEACH DESCRIBED AS FOLLOWS: FOR POINT OF BEGINNING; COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 26, REPLAT OF PART OF ROYAL C-2 GENERAL NOTES 1600 N.E. MIA 1 GARDENS DRIVE 1460 SHETTER AVENUE CITY OF ATLANTIC BEACH PALMS UNIT TWO A, AS RECORDED IN PLAT BOOK 31 FVAGES 16, 16A, 16B IIAS 14ORTH MIAM BEACH, FLORIDA 33179 JACKSONVILLE, (FLORIDA 32250 800 SEMINOLE ROAD 16C, AND 16D OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; 1 AI-TA/ACSM AS BUILT SURVEY (�05) 947-16 (904) 274-6280 ATLANTIC BEACH, FLORIDA 32233 THENCE SOUTH 07016'02"EAST ALONG THE WESTERLY,RIGHT-OF-WAY LINE C-3 EROSION CONTROL PLAN ATTN. ROBE J. MALAGON ATTN.: JOHN BOWERFIND (904) 247-5800 OF ROYAL PALMS DRIVE, AS ESTABLISHED AS A 60 FOG TRIGHT-OF-WAY BY ATTN.: ERIKA HALL OFFICIAL RECORDS VOLUME 1819 PAGE 52 OF SAID PUBLIC RECORDS, A C+-4 EROSION CONTROL DETAILS o ENG■■ E ff.- F-11& T E L E P DISTANCE OF 20.55 FEET, THENCE NORTH 85°3727"WkST ALONG THE 0 - C45 DEMOLITION PLAN CPH ENGINE S, INC. \ AT&T NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAIL RECORDS VOLUME � m ,V00 BELFOR ROAD, SUITE 220 1001 N. ST. JOHNS BLUFF ROAD 2010 PAGE 42 OF SAID PUBLIC RECORDS, A DISTANCE(bF 80.29 FEET; SITE DIMENSION PLAN � JACKSONVIL E, FLORIDA 32256 JACKSONVILLE, FLORIDA 32225 THENCE SOUTH 00*4172"EAST ALONG THE WEST LING OF SAID LANDS AS S GRADING & STORM DRAINAGE PLAN (904) 332-099 (904) 348-3498 DESCRIBED 1N OFFICIAL RECORDS VOLUME 2010 PA GRE 42 A DISTANCE OF TTN. WADE P. OLSZEWSKI, P.E. ATTIC; FRANK WILLIAMS 214.92 FEET; THENCE NORTH 89°18'38"EAST ALONG TH(E SOUTH LINE OF e,-8 GENERAL DETAILS SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOL UME 2010 PAGE 42, A, DISTANCE OF 147.68 FEET TO A POINT ON THE AFOREA(4ENTIONED LP4 LIGHTING P LAN S U't EYC>R WATER INESTERLY RIGHT--OF-WAY LINE OF ROYAL PALMS DRIVAE, SAID L.-1 OVERALL LANDSCAPE PLAN "I-STATE D SURVEYORS, INC. ASTERLYHAI VGA - �' RIGHT-OF-WAY LINE BEING A CURVE CONCAVE NOR 1i CIN OF ATLAN BEACH UTILITIES RADIUS OF 515 FEET; THENCE SOUTHEASTERLYALON� THE ARC OF SAID L-2 - LANDSCAPE PLAN X875 MINING ERRACE, SUITE 209 1200 SANDPIPER LANE CURVE, A CHORD BEARING OF SOUTH 44*14'1 1"EASTAWD A CHORD JACKSONVIL E, FLORIDA 32257 ATLANTIC BEAC*i, FLORIDA 32233 DISTANCE OF 236.50 FEET TO THE POINT OF TANGENCY OF SAID CURVE; L-3 LANDSCAPE NOTES AND DETAILS ( 04) 880-253 (904) 247-5834 THENCE SOUTH 57°31'02"EAST CONTINUING ALONG SAID WESTERLY TI-1 TREE INVENTORY PLAN ATTN. LARRY:G. EDDY, P.L.S. ATTN.: DONNA RALUZNIAK RIGHTt F-WAY LINE A DISTANCE OF 87.05 FEET TO THC€POINT OF CURVE OFA CURVE CONCAVE SOUTHWESTERLY HAVING RADIUS OF 113.55 IR-1 IRRIGATION PLAN LAS CAPE S E V FEET, THENCE SOUTHEASTERLY ALONG THE ARC OF%%AID CURVE, A o ' " IRRIGATION DETAILS o CHORD BEARING OF SOUTH 52 1315 EAST AND A CHORD DISTANCE OF ARC T t1='�'T CITY A DPIPE BEACH UTILITIES E 20.97 FEET, THENCE SOUTH 89°18'38"WEST ALONG THEE NORTH LINE OF THE 1200 SANDPIPER LANE © © � OPH ENGINE S, INC. ATLANTIC BEACI*I LANDS AS DESCRIBED 1N OFFICIAL RECORDS VOLUME:;3397, PAGE 69 A -1 500 WEST FU TON STREET DISTANCE OF 126.77 FEET, THENCE SOUTH 00°41'22"EFLORIDA 32233 AFST ALONG THE Z (904) 247-5834 SANFORD, F RIDA 32771 ATTN.: DONNA KALUZNIAK WEST LINE OF SAID LANDS A DISTANCE OF 62.00 FEET THENCE NORTH (407) 322-6841 89018'38"EAST ALONG THE SOUTH LINE OF SAID LANDS;AS DESCRIBED IN O wa. a O Z o 0 04 ATTN. JAME K.WINTER, RLA OFFICIAL RECORDS VOLUME 3397 PAGE 69 A DISTANCC OF 160.00 FEET TO CITY OF ATLANTIC BEACHZ a U O I A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF-WAY LINE OF BUILDING OFFICE LU ROYAL PALMS DRIVE, SAID POINT BEING ON CURVE CONCAVE O E O E C H N I C A L SOUTHWESTERLY HAVING A RADIUS OF 113.55 FEET, TIHENCE SOUTHERLY ;JAN I 217 w �+ EER ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF SOUTH 05°45'43" � > IEN EAST AND A CHORD DISTANCE OF 20.08 FEET TO THE POINT OF TANGENCY BY: UNIVERSAL E GINEERING SCIENCES OF SAID CURVE, THENCE SOUTH 89018'38"WEST ALONE THE NORTH LINE �, c � ,°� > o 061 FLORID MINING BLVD. OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2219 PAGE � f tag u�i a a ai JACKSONVIL E, FLORIDA 32257 306 AND ALONG THE NORTH LINE OF THE LANDS AS D ca �- Co o - CRIBED IN OFFICIAL p p V Q co p LL (904) 296-075 RECORDS VOLUME 2843 PAGE 750 AND ALONG THE NOfRTH LINE OF THE ATTN. STEPHI N WEAVER, PE LANDS AS DESCRIBED/N OFFICIAL RECORDS VOLUME X3231 PAGE 773 A DISTANCE OF 440.00 FEET; THENCE SOUTH 00°41'22"EAST ALONG THE WEST LINE OF THE LANDS AS DESCRIBED IN OFFICIAL CRECORDS VOLUME 3231 PAGE 773 A DISTANCE OF 160.00 FEET; THENCE Sf UTH 89°1838"WEST ALONG THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC @OULEVARD (STATE _ NOTES ROAD A-1-A)AS NOW ESTABLISHED AS A 100 FOOT RIGIHT-OF-WAY, A d DISTANCE OF 569.18 FEET, THENCE NORTH 07°16102"W. _ 0 ZEST A DISTANCE OF Z 160.00 FEET, THENCE SOUTH 89018'38 WEST PARALLEL WITH SAID NORTH -- LL RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD A DIST a - �' �4NCE OF 201.42 FEET ,.� Ea W = TO THE EASTERLY RIGHT-OF--WAY LINE OF AQUATIC DftVE, AS 1 ESTABLISHED BY OFFICIAL RECORDS VOLUME 3278 PftES 176 AND 177 OF z LU Z Q SAID PUBLIC RECORDS; THENCE NORTH 11 042'30"WES7r ALONG SAID o E = O m EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 390.26 iFEET, THENCE A j T NORTH 82043'58"EAST ALONG THE SOUTH LINE OFQ. THE LANDS AS U) V { E DESCRIBED IN OFFICIAL RECORDS VOLUME 2411 PAGE 1171 A DISTANCE OF N Z M 262.48 FEET, THENCE NORTH 13°54'50"EAST ALONG THIE EASTERLY LINE OF W SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2411 PAGE 1171 N S AND ITS NORTHEASTERLY EXTENSION, A DISTANCE OP 192.81 FEET; a N THENCE SOUTH 8503727 EAST ALONG THE SOUTHERLY LINE OFcli LL AFOREMENTIONED BLOCK 26, REPLAT OF PART OF RaVAL PALMS UNIT TWO 0 cc A, A DISTANCE OF 37.52 FEET, THENCE SOUTH 070161021,EAST ALONG THE 1 °' WEST LINE OF THE LANDS AS DESCRIBED IN OFFICIAL CRECORDS VOLUME W 1471 PAGE 472, A DISTANCE OF 35.00 FEET, THENCE SOUTH 85°3727"EAST V w ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE(bF 60.00 FEET; THENCE NORTH 07°16'02"WEST ALONG THE EAST LINE-OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 1471 PAG472, A DISTANCE OF 35.00 FEET, THENCE SOUTH 85-3727"EAST ALONG THa SOUTHERLY LINE OF BLOCK 26, A,DISTANCE OF 541.85 FEETT O THE POINT CITY SUBMITTAL #2 1-03-12 o OF BEGINNING. *NOTICE* eet O. �- CONTAINING 14.04 ACRES MORE OR LESS. THE SIZE OF THESE PIANS MAY HAVE BEEN p SLIGHTLY ALTERED BY REPRODUCTION c PROCESSES,THIS MUST BE CONSIDERED WHEN SCALING ANY REPRODUCED PLANS FOR THE PURPOSE OF COLLECTING DATA. GENERAL PROVISIONS TRAFFIC CONTROL LE REGULATORY AGENCY PERMITS AND LOCAL 1. THE CONTRACTOR IS RESPONSIBLE FOR PROMD1NG A MAINTENANCE OF TRAFFIC(M.O.T.)PLAN PRIOR TO(CON 1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAlLAB� EIJTRUCTION. THE PAVING,SIDEWALKS,AND CURSING AGENCY PERMITS. M.O.T.PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS,PAVEMENT MARKINGS,AND BARRICADES,PAW SHALL 1. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING.THE M.O.T.PLAN SHALL BE APPROVED BY THE ENGINEFJjR OWNER,AND DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,2000 EDITION. 2. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TT'O OFFSITE AREAS ARE REQUIRED TO COMPLY ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION.ALL PROPOSED ROADWAY AND DRIVEWAY LAMW CLOSURES WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)GENERAL PERMIT FOR SHALL BE RESTRICTED TO THE HOURS BETWEEN 9.00 A.M.AND 4:00 P.M.UNLESS OTHERWISE AUTHORIZED IN THAE APPROVED 2. ROADWAY PAVING,BASE,AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. MATERIAL STABIILITM STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVIT(lES. IN ORDER TO MEET NPDES REQUIREMENTS, M.O.T. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER pOLL�ION PREVENTION PLAN(SWPPP),IMPLEMENTING, AND DENSITY REQUIREMENTS ARE AS FOLLOWS: 5200 BelfOrt Road, INSPECTING,MAINTAINING,AND REPORTING ON ALL ELEMENTS OF THE SWPPq'•COMPLETING AND SUBMITTING THE REQUIRED NOTE:ALL EXISTING BUSINESSES ARE TO REMAIN OPEN WITH ADEQUATE PARKING DURING CONSTRUCTION A. TYPE S-111 ASPHALTIC CONCRETE:MINIMUM STABILITY 1500 LBS,COMPACTED TO A MINIMUM OF 95%OF THE MARSHALL DESIGN DENSIgY- Suite 220 NOTICE OF INTENT(NOI)AND NOTICE OF TERMINATION(NOT)FORMS AS THE(9PERATOR,AND PAYING ALL ASSOCIATED FEES. aCICSOnvtlle Florida 32256 FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARE NOT REQUIRED TO COMFY WITH THE NPDES GENERAL PERMIT,THE 2. ALL CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINEDPOM B. BASE:CRUSHED CONCRETE COMPACTED BY ROLLING WITH A COMBINATION OF STEEL WHEEL AND RUBBER TIRED ROLLERS UNTIL A J CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION IN ACCORDANCE WITH FDOT INDEX NO.600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL 16E VICES MINIMUM DENSITY OF ATLEAST 98%OF THE MAXIMUM DENSITY OBTAINABLE UNDER AASHTO METHOD T-180 IS REACHED.THE BASE SILL Phone 904 332 0999 PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWING!&AND SPECIFICATIONS. (MUTCD). THE PLACEMENT OF THE SIGNING AND MARKINGS SHALL BE APPROVED IN THE FIELD BY THE ENGINEFLER PRIOR TO HAVE AN AVERAGE LBR NOT LESS THAN 100. Fax 904 332 0997 CONSTRUCTION. 3. UNLESS OTHERWISE NOTED ON THE PLANS,THE CONTRACTOR SHALL USE TfIIIE GEOMETRY PROVIDED ON THE CONSTRUCTION C. SUBGRADE:STABILIZE TO A MIN.LBR OF 40,COMPACT TO A MINIMUM DENSITY OF 98%OF THE MODIFIED PROCTOR DRY DENSITY(AASATHO PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOIR BY THE OWNER OR OWNER'S SURVEYOR.ANY 3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS T-180). CONTRACTOR MAY SUBSTITUTE LIMEROCK SUBGRADE(MIN.LBR OF 100)OR CONTROLLED LOW STRENGTH MATERIAL(-FLOW LE DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLANIIINFORMATION SHALL BE BROUGHT TO THE MAINTAINED THROUGHOUT CONSTRUCTION. FILL'),Fc(28 DAV)=100125 PSI AT NO ADDITIONAL COST,PROVIDED STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPEC11FIED Engineers ATTENTION OF THE ENGINEER IMMEDIATELY. SUBGRADE.4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURE%AND Surveyors 4. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS,EAPSEMENTS,RIGHTS OF WAY,AND OTHER SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS AND BUSINESSES DURING CONSTRUCTION. 3. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTEIV OF 4" TOPOGRAPHIC INFORMATION MAY HAVE BEEN PREPARED BY OTHER pROFES�IONALS. CPH ENGINEERS,INC.ASSUMES NO OF CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT A DISTANCE OF 1I9'. Architects RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. 5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR 5. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESOK)NALS,WHICH CONTAIN THE NAME,ADDRESS, 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. BUILDING CONSTRUCTION,LATEST EDITION. Planners AND LOGO OF THE PROFESSIONAL. CPH ENGINEERS,INC.IS NOT RESPONSIStLE FOR DRAWINGS PREPARED BY OTHER 4. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FDOT CLASS"1"COfQICRETE PROFESSIONALS. 7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WOREKING IN THE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUTATED AT Landscape Architects IMMEDIATE VICINITY. INTERVALS NOT TO EXCEED IV-O"ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANWI CE TH FDOT STANDARD SPECIFICAIWNS 6. THE CONTRACTOR SHALL SUBMIT(8)COPIES OF SHOP DRAWINGS TO THE E�INEER FOR APPROVAL PRIOR TO ORDERING THE FOR ROAD AND BRIDGE CONSTRUCTION(LATEST EDITION)SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. Environmental Scientists MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION,THE CO�INTRACTOR SHALL THOROUGHLY CHECK SHOP 8. WHEN WORK OCCURS WITHIN ISLET OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM THE EDGE OF DRAWINGS,PRODUCT DATA,AND SAMPLES FOR COMPLETENESS AND FOR C&MPLIANCE WITH THE CONSTRUCTION PLANS AND PAVEMENT,SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX No.600)%M 602 S. FIELD COMPACTION DENSITY,STABILITY,AND THICKNESS TESTING FREQUENCIES OF SUBBASE,BASE,AND ASPHALT SHALL BE TESTED ON(CE COnstmction SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINMTE THE SHOP DRAWINGS WITH THE EVERY 300 LINEAR FEET OF PAVING PER 24-FT WIDE STRIP,STAGGERED LEFT,CENTER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 Management REQUIREMENTS FOR OTHER RELATED WORK.THE CONTRACTORS RESPONS#BILITY FOR ERRORS�AND OMISSIONS IN 9. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF TN�ROAD LINEAR FEET OF SUBBASE,BASE,AND ASPHALT IS PLACED IN ONE DAY,PROVIDE MIN.OF ONE TEST FOR EACH PER DAY'S CONSTRUCTIONI:AT A g SUBMITTALS I T HE CONTRACTOR SHALL NOTIFY THE ENGINEER, WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK(ENTRANCE INTO COMPLETED OR PARTIALLY S S S NO RELIEVED BY THE ENGINEERS REVIEW OF BM TTALS S. TT CCOMPLETED LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAB SAMPLES COLLECTED ONCLE Trans Ortation Traffic P ., IN WRITING AT THE TIME OF SUBMISSION,OF DEVIATIONS IN SUBMITTALS FROIM THE REQUIREMENTS OF THE CONTRACT PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. EVERY 1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE(OR A MINIMUM OF ONCE PER DAY). DOCUMENTS. 7. PROTECT BENCHMARKS,PROPERTY CORNERS,AND OTHER SURVEY MONUME§TS FROM DAMAGE OR DISPLACEMENT. IF SITE PREPARATION Eng. C.O.A. NO. 3215 MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAWD SURVEYOR AND REPLACED,AS NECESSARY,BY PAVING TIMING REQUIREMENTS Survey L.B. NO. 7143 SAME. 1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER,THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CCONSTRUCTION 1. INSTALL SUBGRADE AND BASE COURSE MATERIALS WITHIN 48 HOURS OF THE REMOVAUOPEN CUTTING OF EXISTING PAVEMENT CONSISTUMG OF 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING.AS'jAA MINIMUM,TESTING SHALL INCLUDE A)PIPING ACTIVITIES WITHIN THE PROPERTY,RIGHT-OF-WAY,AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIE SHALL THE STREETS,DRIVEWAYS,OR SIDEWALK. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT. Arch. LZC. NO.AA2600926 ITY TESTS;B)DETERMINATION OF COMPACTIVE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRIT�N CONSENT AND STRUCTURAL EXCAVATION,BEDDING AND BACKFILL MATERIALS AND DEH FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROP LandsCp.LTC.NO.LC0000298 EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY MIXREVIEW, MREQUIREMENTS;C)I*LS,AND CEMENT CONCRETE AND ASPHALT REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBIL1hy OF SHALL BE 2. AREAS RA RECEIVE ASPHALT SHALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN 48 HOURS AFTER ACCEPTANCE OF BASE CO(IyIRSE. PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW,Mg1ERIk1LS,FIELD SLUMP AND AIR CONTENT,AND FIELD TTY OF THE TEMPORARY EROSION CONTROL CONSISTS OF PLACEMENT OF A BITUMINOUS PRIME COAT AND SANDING THE SURFACE. PERMANENT ER051ON ©RITZ AND LAB CURED STRENGTH SAMPLES AND TESTING. CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. CONTROL CONSISTS OF PLACEMENT OF THE STRUCTURAL COURSE. 9. IN ADDITION TO QUALITY CONTROL TESTING,THE CONTRACTOR SHALL BE RE&PONSIBLE FOR REQUIRED TESTING OR 2• STAKE OUT THE CONSTRUCTION,ESTABLISH LINES AND LEVELS,TEMPORARY BENCH MARKS,BATTER BOARDS,CkNTERUNES, 3. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL RIE APPROVALS FOR ANY WORK(OR ANY PART THEREOF)IF LAWS OR REGULATION OF ANY PUBLIC BODY HAVING JURISDICTION BASELINES,AND REFERENCE POINTS FOR THE WORK,AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECT WITH PAVED WITHIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. TOR SHALL PAY ALL COSTS IN CONNECTION EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES,LINES AND LEVELS,DIMENSIO%AND LOCATIONS jca�SPECIFICALLY REQUIRE TESTING,INSPECTIONS OR APPROVAL. THE CONTRAS TO THE ENGINEER BEFORE COMMENCING WORK SIGNS AND PAVEMENT MARKINGS THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE REQUIRED)CERTIFICATES OF INSPECTION,TESTING OR APPROVAL. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY,EASEMENTS,AND OWNER SECURED P%PERTY 10. ANY DESIGN OR TESTING LABORATORY 1171LiZED BY THE CONTRACTOR SHALLLBE AN INDEPENDENT'LABORATORY ACCEPTABLEPARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"AND TH(EWITH THE LATEST EDITION OF 1HE LATEST IMPLEMENTED EDITION OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. STANDARD INDEX NO.11200,11880,11882,1180,11864,TO THE OWNER AND THE ENGINEER,APPROVED IN WRITING,AND COMPLYINQ' 4. WITHIN THE RIGHT-OF-WAY,EASEMENTS,AND OWNER SECURED PROPERTY,THE INTENT IS TO ALLOW TREES 11885,17302,17344,17348,17349,AND 17356 APPLY. GENERALLY,ALL MAPoCINGS SHALL CONFORM TO 1HE FOLLOWING:6"EDGE LINES,BI"LANE"RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICi+4TiON",PUBLISHED BY THE AMERICAN COUNCIL OF REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:NEW ROADWAY CONSTRUCTION-TREES AND SH AN%SHRUBS TO LINES,8"SINGLE CENTERLINES,AND 6'DOUBLE LINE PATTERNS,UNLESS OTHERWISE NOTED ON THE PLANS.INDEPENDENT LABORATORIES. R�AREAS NWHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB,OR OUTSIDE THE LIMITS OF EXCAVATION ORF 11. TESTING RESULTS SHALL BE PROVIDED TO THE OWNERIOPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE WHICHEVER IS FURTHER UTILITY PIPELINE CONSTRUCTION-TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOFr'WIDE PATH, 2• ALL PAVEMENT MARKINGS IN RIGHT OF WAYS SHALL BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS(TYPE 911-4"x 4"). RAISEEPPROVIDED(PASSING AND FAILING)ON A REGULAR AND IMMEDIATE BASIS. CENTERED ON THE PIPELINE. PAVEMENT MARKERS ARE TO BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND FOOT INDEX NO.17352. 12. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPL�T 5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED,FENCED OR OTHERWISE PROTECTED IN 3. PARTING STALL PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE REQUIREMENTS OF FOOT SPECIFICATION SECTION 9f1, TION OF THE WORK. CLEAN ALL INSTALLED OLEDANCE WITH PIPELINES,STRUCTURES,SIDEWALKS,PAVED AREAS,ACCUMULATED SILT IN FRONDS,PLUS ALL ADJACENT AREAS AFFECTED BY DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD NON-REFLECTIVE WHITE TRAFFIC PAINT. CONSTRUCTION,AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EEQUIPMENT TO CLEAN THESE SURFACES SHALL 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IM 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENSITY RETROREFLECTNE MATERIALS. THE BACK OF ALL RM ISHED BE SUBJECT TO APPROVAL BY THE OWNER. AREAS FOR FILL AND SITE GRADING,AND BORROW SITES.REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS 1 ICATEMONTS' PANELS SHALL BE STENCILED WITH THE DATE OF FABRICATION,THE FABRICATOR'S INITIALS,AND THE NAME OF THE SHEETING IN THRE'I_E-INCH DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER. LETTERS. ON THE LETTERS. UTILITY GENERAL NOTES 7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROAFCCH UPON OR 5. INTERNAL SITE TRAFFIC SIGNS SHALL BE RETROREFLECTIVE ALSO. 1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVLE UTILITY,OR IS BASED ON UTILITY DRAWINGS, OTHERWISE OBSTRUCT THE WORK 6. THE CONTRACTOR SHALL VERIFY THE REQUIRED LENGTH OF THE SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. MAPS,OR FIELD RECONNAISSANCE. 8., EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STR45CTURES,PIPES 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN'C�TERMINED FROM THE BEST INFORMATION OR UTILITIES. 7. ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.THEE"ENGINEER ASSUMES NO RESPONSIBILITY FOR 9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS,ROOTS LARGER THAN 2'IN DIAMETER,AMM MATTED ROOTS. 8. PRIOR TO FINAL PAVEMENT MARKING INSTALLATION,A TWO WEEK CURE TIME OF THE ASPHALT IS REQUIRED. THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY,IT MALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE TO A DEPTH OF NOT LESS THAN 18"BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENIf FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTI&N WHEN CROSSING AN UNDERGROUND UTILITY, 10. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OF1*SITE DISPOSAL WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY'IUTILITIES,WHETHER SHOWN ON THESE PLANS OR AREAS. NOT,THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELLY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. DEWATERING 3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTIING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING"811"AT LEAST TWO(2)AND NO MORE THAN FIVE(5)WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT t#OT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPAISA'TELY FOR FIELD LOCATION OF THEIR FACILITIES 1. DESIGN AND PROVIDE A DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS NT VVTTH AT LEAST TWO(2)WORKING DAYS PRIOR TO CONSTRUCTION. PER FLORIDA STY�'UTE 553.851,THE CONTRACTOR OR EXCAVATOR CURRENT INDUSTRY PRACTICE. PROVIDE A DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY CONTROL IS REQUIRED TO NOTIFY THE GAS COMPANY TWO(2)WORKING DAYS PRIOR TO 6TARTING EXCAVATION. GROUNDWATER INA MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS,DOES NOT CAUSE I STABILITY OR RAVELING OF EXCAVATION SLOPES,AND DOES NOT RESULT IN DAMAGE TO EXISTING STRUCTURES.W RE NECESSARY 4. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES. TO THESE PURPOSES,LOWER WATER LEVEL IN ADVANCE OF EXCAVATION,UTILIZING WELLS,WELLPOIN :OR SIMILAR 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTWITH AND ALL COSTS ASSOCIATED 114E POSITIVE METHODS.MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM OF 2 FEET BELOW EXCAVA-nc%sPROVIDE PIEZOMETERS IF DIRECTED BY THE ENGINEER TO DOCUMENT THE GROUNDWATER LEVEL IS BEING MAIW� INED. PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRAeRACiTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILIATY- 2. CONTROL,BY ACCEPTABLE MEANS,ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLEfFOR DISPOSAL OF ISITNG PIPING ENCOUNTERED DURING THE WATER.NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE, 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN IN SERVICE ALL! GROUNDWATER,OR ARTESIAN HEAD. CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE RAND REPLACED BY THE CONTRACTOR WITH THE 3. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMkNTS AND STATE PERMISSION OF THE OWNER AND THE ENGINEER. WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH AIJLL TREATMENT OR 7. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES ANtP LATERALS WITHIN THE PROPOSED DISPOSAL METHODS REQUIRED TO MEET ALL LOCAL,STATE AND FEDERAL REQUIREMENTS. C CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND ADJUST THE PROPOSEDkCOONSTRUC110N AS NEEDED TOAIODATE THESE EXISTING LINES. SLOSS OF FINES, 4. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED,PROVIDED IT DOES NOT RESULT IN BOIL+ N , SOFTENING OF THE GROUND,OR INSTABILITY OF SLOPES.SUMPS SHALL BE LOCATED OUTSIDE OF LOADS BEARING AREAS > 8. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE CE INTENT AND ARE NOT PRESENTED AS SO THE BEARING SURFACES WILL NOT BE DISTURBED.WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPEDN A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. TEHE C0111TRACTOR MAY ALTER THE PROPOSED INTO SEWER LINES OR ADJACENT STREAMS. DURING NORMAL PUMPING,AND UPON DEVELOPMENT OF IAVELL(S),LEVELS CONSTRUCTION TO SUIT FIELD CONDITIONS,PROVIDED IT COMPLIES WITH THE FIRROJECT SPECII (TIONS AND APPROVAL IS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PPM. RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATL=IFROM THE FDEP CONSTRUCTION PERMIT,THEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP. 5. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1)6"PUMP VOLUTE; 2)100,0QRyg D TOTAL 24 HOUR(1 DAY)DEWATERING,AND; 3)1,000,000 GPD PUMP CAPACITY,THE CONTRACTOR SHALL BE RE04IfRED TO PERMIT -,� THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT. AS-BUILT DRAWING REQUIREMENTS 6. CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING PREPARATION OF SUBGRADE,INSTALLATION OF PIPE,AND CONSTRUCTION OF STRUCTURES UNTIL THE CORITICAL PERIOD 'NEER THREE WEEKS PRIOR TO FI OF CONSTRUCTION AND/OR BACKFILL IS COMPLETED TO PREVENT DAMAGE OF SUBGRADE SUPPORT,PIPING,STRUCTURE, 1. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE EN011 SIDE SLOPES,OR ADJACENT FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALAN,ICE INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSEED SURVEYOR,SIGNED,SEALED AND w THE RESPONSIBLE PARTY. 7. WHEN CONSTRUCTION IS COMPLETE.REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE,INCLUDINS'G WELLS AND 2. AT THE COMPLETION OF THE WORK,DELIVER THE DRAWINGS DOCUAS43UILT INFORMATION,MEASURED BY A RELATED TEMPORARY ELECTRICAL SERVICE. FREE Fft LICENSED SURVEYOR,TO THE ENGINEER,IN GOOD CONDITION AND FREE RtQM ANY EXTRANEOUS NOTATION. THE AS-BUILT GRAMrs ' INFORMATION IS TO INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWING: A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL NEW U{I-ITY AND 9 . STRUCTURES INCLUDING BUT I. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF T"g NOT LIMITED TO MANHOLES,INLETS AND CLEANOUTS,INCLUDING Sj j$UCTURE TOP . PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE.SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATK6NS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FNAL GRADING HAS B. PAVEMENT WIDTH AND ELEVATIONS AT T74E CENTERLINE AND EDGE t9F PAVEMENT E RY 200 FEET PLUS AT ALL BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADRNG EQUIPMENT TO CHANGES IN LONGITUDINAL SLOPE,CROSS SLOPE,INLET LOCATIOM P,AND AT ALL DRIVEWAY AND STREET DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. INTERSECTIONS. FOR PARKING LOTS,RECORD CENTERLINE AND EI�OE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS. 2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY{AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE,AND NO UNUSUALLY STEEP C. ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDIfCAP ACCESS SHALL CONTAIN HORIZONTAL AND OR REVERSE CROSS SLOPES. THE STANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITEWELY IN THE AREA VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS'AAND SLOPES`HAVE BEEN MET. OF INTERSECTIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINE SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPP&iNTARY cc D. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT D6IATES FROM THE APPROVED ENGINEERING INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. Q DRAWINGS. \ 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED,TTS OF E. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA; SUCH AS STATION AND OFFSET,THE AS-BUILT AND BREAKS IN GRADE SHALL BE ROUNDED.FINISHED SURFACES SHALL BE REASONABLY SM%TH,COMPACTED, ® ® 4 © © 4 0 FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY DRAWINGS ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION. OPERATIONSE GLIDER F. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA,SHE AS-BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASURED VERTICAL ELEVATION. 4. SLOPE GRADES TO DRAM AWAY FROM STRUCTURES AT A MINIMUM OF Y*4NCH PER FOOT FOR 10 FEET.FINISFIfgDSURFACES ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE WITHIN 1 INCH OF THE PROPOSEIAj'GRADE ALL OTHER AREAS SHALL BE WITHIN S INCHES OF THE PROPOSED GRADE a (� Q U) N C) 3 5. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY >> CL EROSION AND SEDIMENT CONTROL OCCUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE-ESTABLISRHED TO THE > a V > Z REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. W 0 SEE SHEETS C-3 AND C-4 EXCAVATION,TRENCHING, AND FILL T i 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS,INCLUDING; W TRENCH SAFETY ACT(FS 553.80-553.64}ANY MATERIAL,CONSTRUCTION METHODS,OR MATERIAL COST TO COMPFLORIDA LY WITH ,Q W THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. AD 0 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTNI7TIES. DIRECT SITE � � RUNOFF TO THE PONS TO MINIMIZE RUNOFF TO OFFSITE AREAS. G ,[ _� Z W 3. POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARS IN ACCORDANCE Q" 0 ~' WITH THE CONSTRUCTION DRAWINGS. ITIS THE CONTRACTORS SOLE RESPONSIBILITY TO ENSURE THAT THL �- = Q" U 0 REQUIREMENTS HAVE BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED S10k SLOPES,OR Q Q V Q (0 Cl -5 u- ':; THE POND VOLUME IS NOT WITHIN THREE(3)PERCENT OF THE DESIGN VOLUME,THE CONTACTOR MAY BE REE pRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST 70 THE OWNER. 4. FIELD DENSITY TESTING FREQUENCIES:A)ONE TEST FOR EACH 10.000 SQUARE FEET OR FRACTION THEREOF PIER LIFT OF GENERAL BACKFILLING,MINIMUM 2 TESTS EACH LAYER;B)ONE TEST FOR EACH 100 SQUARE FEET OR FRACTI%THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES;C)ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH;D)ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL;E))tONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE,MINIMUM OF 2 TESTS. 5. IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS,,EEIE UTILIZED Q WHEREVER POSSIBLE A ACCEPTABLE MATERIALS:AASHTO M145 CLASSIFICATION A-1,A3.A-2-4,A-2-6;ASTM D2487 CLASSIFICNTION GW,GP,GM, SM.SW,SP,UNLESS OTHERWISE DISAPPROVED WITHIN THE SOI.AND SUBSURFACE INVESTIGATION REEPORTS. NO z O MORE THAN 12%OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE. J B. UNACCEPTABLE MATERIALS:AASHTO MM CLASSIFICATION A-25,A-2-7,A-4.A-5,A•8,A-7.A$;ASTM DN87 U. e CLASSIFICATION GC,SC,ML,M4,CL,CH,OL,OH,PT;UNLESS OTHERWISE APPROVED WITHIN THE SORtFAND C w W z 3 SUBSURFACE INVESTIGATION REPORTS. C CIL 6. PROVIDE BARRIERS,WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. C 7. SIDEWALKS,ROADS,STREETS,AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MA�TERUILS,EXCEPT O Q �y AS Al1THORIZED BY THE ENGINEER,IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR-SATISFACTORYZ O w TEMPORARY PASSAGE OF PEDESTRIANS,AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TOjsENA1 JTS 66 OCCUPYING ADJOINING PROPERTY. N 8. FURNISH,INSTALL,AND MAINTAIN,WITHOUT ADDITIONAL COMPENSATION,SHEETING,BRACING,AND SHORING %UPPORT 0 REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED,TO SUPPORT THE SIDE%F THE N EXCAVATION,AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURESS DAMAGE OR DELAY THE WORK,OR ENDANGER LIFE AND HEALTH.VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FLED AND Z O COMPACTED. w 9. ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHESS IN ACCORDANCE z WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE PROJECT GEOTECHNICAL REEPORT V Q 10. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELENATIINS. OVER �4CE OVER EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS,AND R WEXCAVATED MATERIAL WITH SUITABLE SOILS. F" U. 11. EXCEPT AS OTHERWISE INDICATED,EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BLOW FINISHED O 0 z GRADE. U Z J 12. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY,COMPACTED,AND STABLE T(b A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE. LL 13. ALL BEDDING,FILL,AND RACKFILL MATERIAL SHALL BE SIITABLE SOILS OR FLOWABLE FILL.WHERE TRENCH%EXCAVATI Z ON IS UJ WITHIN THE INFLUENCE AREA OF ROADWAYS,STRUCTURES,FOUNDATIONS,OR SLABS,PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE DEPTH. IN ALL OTHER AREAS,PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH. 14. MINIMUM DENSITY REQUIREMENT(ASTM D1557 OR AASHTO T'180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS,STRUCTURES,SLABS,FOUNDATIONS=98 PERCENT;BACKFILL AND FILL PLACED WITHIN PLBLI4;6 ROAD UJ RIGHT-OF-WAY AND UTILITY EASEMENTS=95 PERCENT;BACKFILL AND FILL PLACED WITHIN POND AND ROAD%MNKMENT=95 C PERCENT;BACKFILL AND FILL PLACED IN ALL OTHER AREAS=90 PERCENT. 0 Sheet No. 0 "2 0 W y MAP SHOWING 'AS BUILT " SUR VEY OF' SOT16 O2'E BLOCK 26 A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGLf 29 EAST, DUVAL COUNTY, FLORIDA, MORE o ,� 35.00' REPLAT OF PART OF ROYAL PALMS UNl7T TWO PARTICULARLY DESCRIBED AS FOLLOWS.• FOR A POINT OF BEGINNING COMMENCE AT f7HE SOUTHEAST CORNER OF LOT 1, BLOCK 26, REPLAT 5'85 37,27E N07016'02"W POINT OF BEGINNING OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED IN PLAT BOOK 31 PAGES 18;+ 16A, 16B, 16C, AND 16D OF THE CURRENT PUBLIC f•Q 31, PGS 16-160 37.,5,? , RECORDS OF SAID COUNTY; THENCE SOUTH 0776'02" EAST ALONG THE WESTERLY DIGHT--OF-WAY LINE OF ROYAL PALMS DRIVE, AS 20'ORA/NAC, EgSfMENT &2o 4, 35.00 ESTABLISHED AS A 60 FOOT RIGHT-OF-WAY BY OFFICIAL RECORDS VOLUME 1819 PAGE 52 OF SAID PUBLIC RECORDS, A DISTANCE OF 20.55 b• PER OA 3247 442 2 CONC aee °�° 58537'27" FEET, THENCE NORTH 853727" WEST ALONG THE NORTH LINE OF THE LANDS AS DL€SCRIBED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42 f471-4 �'- 40 �' OF SAID PUBLIC RECORDS, A DISTANCE OF 80.29 FEET; THENCE SOUTH 00'4122" EAST ALONG 7HE WEST LINE OF SAID LANDS AS wicNgrAQ W �ut� ,i 2.0 °" Of 541.8�rj' DESCRIBED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42 A DISTANCE OF 214.92 FEST,• THENCE NOR7H 8978'38" EAST ALONG THE SOUTH '•e z a 40. ',o � LINE OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42 Aa DISTANCE OF 147.68 FEET TO A POINT ON 774E b 21 23 0.0 47 r am ,p / Austiwq S is Z0 wq�N EL£►!= 220• u AFOREMEN77ONED WESTERLY RIGHT-OF-WAY LINE OF ROYAL PALMS DRIVE, SAID RIGIT-OF-WAY LINE BEING A CURVE CONCAVE roc -'6 2P5DRAINAGE& unurY Ep''°�, �Ky 17 " go z, tr°p' i° j O NORTHEASTERLY HAVING A RADIUS OF 515 FEET, THENCE SOU7HEASTFRLY ALONG T#E ARC OF SAID CURVE, A CHORD BEARING OF SOUTH AtMENT,'[Y.` p/P 2� Z, DIT / i2 7.7 d + M ) " a° 1.9 e.7 ° 5 4474'11" EAST AND A CHORD DISTANCE OF 236.50 FEET TO THE POINT OF TANGENCY Y OF SAID CURVE; 7HENCE SOUTH 573102 EAST / S85*37',7'E - '� _ �i - 'o 0.° M1�p CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 87.05 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE e6 N s' oeuE.a44' SOUTHWESTERLY HAVING A RADIUS OF 113.55 FEE I, THENCE SOUTHEASTERLY ALONGd THE ARC OF SAID CURVE, A CHORD BEARING OF SOU7H x X ac 60'00' 0.44 ' RFfNI7ON POND a° all x e .q'ss %1 (�31 O 5273'15" EAST AND A CHORD DISTANCE OF 20.97 FEET, THENCE SOUTH 8978'38" OEST ALONG THE NOR7H LINE OF THE LANDS AS / 13 & 'a Gror�" X aBcSOg7'-�q' 0.J DESCRIBED /N OFFICIAL RECORDS VOLUME 3397, PAGE 69 A DISTANCE OF 126.77 FEET, (HENCE SOUTH 004122" EAST ALONG THE WEST x ''0 0.e 0'•' /Q E-4M �j LINE OF SAID LANDS A DISTANCE OF 62.00 FEET, THENCE NORTH 897838" EAST ALLONG 774E SOUTH LINE OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 3397 PAGE 69 A DISTANCE OF 160.00 FEET TO A PO/N7` ON 7HE AFOREMEN77ONED WESTERLY RIGHT-OF-WAY �t ,az n, '2 w - e.3 t a 2° as LINE OF ROYAL PALMS DRIVE, SAID POINT BEING ON A CURVE CONCAVE SOUTHWES7ZFRLY HAVING A RADIUS OF 113.55 FEET, THENCE ° SOUTHERLY ALONG THE ARC OF SAID CURVE A CHORD BEARING OF SOUTH 054543 EAST AND A CHORD DISTANCE OF 20.08 FEET TO THE saa 9.15L4,13 00.3 0.7 + s ,• -I dl K. MP-817 �1Q" POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 8978'38- WEST ALONG 774E N(9R7H LINE OF 7HE LANDS AS DESCRIBED IN OFFICIAL tti ° DITCFI '' Gv 2.48 0.40 037 ip•4e 0.35 0.32 RECORDS VOLUME 2219 PAGE 306 AND ALONG 7HE NORTH LINE OF 774E LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2843 PAGE / ee em 5010f MAVME um7 taa 750 AND ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORD?S VOLUME 3231 PAGE 773 A DISTANCE OF 440.00 FEET,• can►c. '�0MV a"'n THENCE SOUTH 00 4122" EAST ALONG THE WEST LINE OF THE LANDS AS DESCRIBED' IN OFFICIAL RECORDS VOLUME 3231 PAGE 773 A n1 a stttotAwrlarE rpm -R � 0.4 019 O DISTANCE OF 160.00 FEET; THENCE SOUTH 8978'38" WEST ALONG THE NORTH RIGH7T OF-WAY LINE OF ATLANTIC BOULEVARD (STATE ROAD l� J >arl 0.0 R Z�j O A-1-A AS NOW ESTABLISHED AS A 100 FOOT RIGHT-OF-WAY, A DISTANCE OF 569?.18 FEET, THENCE NORTH 0776'02" WEST A DISTANCE aloe ANMMIE geo►wrrraie "ll an XFWAW L71 \ 32 ev O o ) 128ay a �A OF 160.00 FEET,' THENCE SOUTH 897838" WEST PARALLEL WITH SAID NORTH RIGHT OF-WAY LINE OF ATLAN77C BOULEVARD, A DISTANCE OF COV', A 116.2' o COV °7 ®ELEC 2 ° / 0 0 0 0 M�OCE ~' 201.42 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF AQUA77C DRIVE, AS ESTABLI&HED BY OFFICIAL RECORDS VOLUME 3278 PAGES 176 I O/R 2411-1171 ^ / 29.5 17.9' 0 R 38'.o' \ an ti d / ,,p o AND 177 OF SAID PUBLIC RECORDS, THENCE NORTH 11'42'30" WEST ALONG SAID EAS�RLY RIGHT-OF-WAY LINE, A DISTANCE OF 390.26 '` \' FEET; 7HENCE NORTH 8243'58" EAST ALONG 774E SOUTH LINE OF THE LANDS AS DE'SCR/BED IN OFFICIAL RECORDS VOLUME 2411 PAGE 1171 0 43'58e'IE ne tr e00 \ \ fit, ti A DISTANCE OF 262.48 FEET, THENCE NORTH 1354 50" EAST ALONG THE EASTERLY :UNE OF SAID LANDS AS DESCRIBED IN OFFICIAL x N82'a ' L' o / ASPHALT as a'' ° N RECORDS VOLUME 2411 PAGE 1171 AND ITS NORTREAS7ERLY EXTENSION, A DISTANCE OF 19281 FEET; THENCE SOUTH 853727" EAST 262.487 ° ti°• ,a &82 i1e \ tie 2e ALONG THE SOUTHERLY LINE OF AFOREMEN77ONED BLOCK 26, REPLAT OF PART OF MOYAL PALMS UNIT TWO A, A DISTANCE OF 37.52 FEET; e.7 ` 3 / \ 1O`aJ0 �' THENCE SOUTH 0776'02" EAST ALONG INE WEST LINE OF THE LANDS AS DESCRIBED' IN OFFICIAL RECORDS VOLUME 1471 PAGE 472, A zs ee e7 1.4 ' 92e 9.42 79 an � �63D DISTANCE OF 35.00 FEET; THENCE SOUTH 8537'27" EAST ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE OF 60.00 FEET,• THENCE 0.7 9 i 75.7' I a' CON /. � 1•: 0.4° A.olsstr.3cm 0 NORTH 0776'02" WEST ALONG 174E EAST LINE OF SAID LANDS AS DESCRIBED IN OFF/ILIAL RECORDS VOLUME 1471 PAGE 472, A DISTANCE OF MENT PER /R 5683- OA�6 WATER ELEV.-•- 2.20' e 4. p � 35.00 FEET, THENCE SOUTH 85 3727" EAST ALONG THE AFOREMEN77ONED SOU7HERL-'�Y LINE OF BLOCK 26, A DISTANCE OF 541.85 FEET TO a ry +cv' THE POINT OF BEGINNING. sso 'ass T 40' DRAINAGE EA / � o 20 h° �A DG� - eEo I Q07• CONTAINING 14.04 ACRES MORE OR LESS '- a nr%." 0.1E '`► rx e5 a4t e01 0 ' " aes CERTIFIED T0: EQUITY ONE n X • a$ to N8918 38 E 0.e 0.wIml59.3' ELEa I x °s147.68' R �o s0 S 110.0 1-STORY MASWRY ❑pqp POLE a O Dae m 24.3' 104.261 50. FT. I allt � w ADDRESS S OF BUILDING ARE. tYa 1'2 " o. try rr 56.8' 953, 96i, 967, 971, 971r 97A 977. 979, ,� A50. r as3 MAA9RXE 0.45 S SW ARIPME t 142 P' ,. am ass ae1 994 987 991,987, 1001,, 9898. 991,1003, 1007. 1009 0 C Re-143 °1P to a4s O 6 8 $ POWER d'��� 0 1013, 1015, 1021 162.0' P -p " b 1,2 1 3 e 7 h J 0.9A.,A se a� Dues wEr 49. cn ^,t tam aat�aa b 4' 70. ' V 7&0' 0 1a1e , , .6' 70.3' `N N � o - - 10.12 - a'° - 4'- tat? to '4,� „ A,p P � iq�s X598' N -• z r _ J--- - cov S/ a oo ob 8 �0 0• l 0 1o.n I �- - --S a,Odt q CONC g d +P St- �T' i 7? a �a a -. - - ' , 3 . o J. 8 - - tats tate 4r -+Doo--t0. -1 ,ou o �7 0 10.00 `O3 a a °¢ a 0.r v od' a o a -e,es-sw-- -,eae 4eea aat ° a°' d, ;Lv P . COY_ �8 D� °m MET 6.0' I s �` tato tan aa7E Har i yy� o o qb QQ 4z a f0. atz O p� t�� -IQ= t'= 6 4 1 ° a" n51 04 10.10 1 $ (`� C`t b `� 03 �A q& tae C'1 /'1UPK *B ° CQNG °+1 -4aoe0�'--°�.�-i&- .r -.lL�a' --e�J taa o y '° I �.�, PTTe92 a,. 0.17 .e ~ � 0.e nit ` 4 0.7e L W \ V-+ t.7 I 9.18 8.92 8.90 &� 8.91 8.84 8.88 8.86 9.08 9.10 9.08 8.96 8.94 Ory 0.M �a V GJ e s I ad e? ash &78 `s{S 00 O1101. a 1 1 0 8 d 8.91 8.88 j Lao laae Eb. ELEC. tale I d e e a ° n 8.93 a 9.88 t &89 &89 &97 &97 9.01 9.26 9.42 9.84 0 `� ►���ittt �O a t PA p 5.0' 1air� 0..0 8.55 8 8.684 0.1.E 0 oW L02 P. , a aOam Z* +� a N a I aee 8.95 P ato a 0.37n n a3, tr ae4 10.51 a + ' 10.151 1► g$ N S 8.41 g 8 &74 89 8.7 +tom° `9 0.47 9.74 9.94 �y h1 0 8.41 8. 8.46 is 3.5e 7.21 a I0. \ �• 2 spa o L a d ea7 &27 7. 7.2 &35 y� Tiso" -colvC 5.1' 'q�,� 2 8.07 3 8.24 8. &38 55 8.37 &54 9 a» sor.awas b ��cs C� .eu ear, w •- POWER I 8.77 .31 /GAS POLE o" 8 7 a 9.63 10.kE NOTE #2 ScS T�1/y 5'5.4' 0 6 7.7 6 7.88 & 1 2 a 0.M A 1 5.4' a 7 SK AVY.- .8 & & eucnrc'.•._�� O V�� n I fl' V v 8.52 5 7.56 .70. ..s 7.74 7.80 '11.83 7.71 / .oe AEMOt 161N1aE tr �.,s� 34 / - 9,$6 10.14 �j ,ter Q 1 Ig ® " tr 7.5 7.7 a ASPHALT 7.59 7.67 / &09 S8901+f7 eJ8'II •, 7CM.7 Y�AM70IE cu 0.4 7. 7.97 / 8.39 & 26 9.95 O , 2, s 9.06 126.77 i, a - 9.57 1-STORY MASONRY ate °' 24.8' 36.6' ^' 73 O O 70. .3e C 7.96 7.49 .61 .17 3 CA 7 // + 00 &09 a a l�v O�8-3397-69 91t1� q �iCA TCH HA7 7.19 97 E Z 3 AIE / 44 0.•n 11< ASPHALT IOv 7.04 DRAWAGEA/MMIOLE �° GRAW-6.91 E -2 K Y. 92 AAS / &51 >a0e O o , Romm-an gQ L�}Ij,BOTIMl-1.42 7.WA E �IY._z/6 AW 99 7.2 6.97 _30 pvv 401 • w. v._ &00 j �.9 9 N89 18 38 E O Yc - - - - 36" CM W.Aw.-207 7.:2� p' zsi.20 � - --- - -- - -- - p V w mm , 1 z5e - - - _xLOWA - _ - - 36 CMP -- -36� P- - - - - - - 7,�- - 0 7.24 7.31 r q3 +- -�4.7 - %7e�- - r-7.5 7.12 e.o4 1 zO ' x ' e.4e GRA I Ee 7.66 7.91 8.22 &38 .S94 -_ $J.15 9.37 y 7.37 30'DRIVEWAY EASEMENT PER 0/R 5683-371 7'61 r 4q, 11.0.1 O C�J1 70.0 E - 88 BOX CUL VIER .AVv a�21 7 7 � � 20'UTIlT7Y4�ASEMENT PER O/R 2� 74-�� O „ )OW-7.23 '» % . % I , , 7 7 e FLOMUNE-0.13 _ 7.2 7.70 X22 7.40. 19 7. 1 1 7 1 7. 7 X 10.7 '%y ' , » W 103 �` X S89°19' ' " z30 W t N 1 I 7.41 $ 1 7 7.35 z0. 7x42 7 7.93 I 440.00' x 0/R 2219-306 \A S89°1838 W ''" I 7.38 7.40 �,o , 7.42 •„ z4e 7.45y 77•55 , 10.4 O/R 3231-773 O/R 2843-750 \17 e.2 201.42 I 734 25 7 'o .t9 7.23 , zw '• 7.01 7.80 a1 n4 �, `�.. a» FLOMUNE 7.43 7.52 1.52 Lj,4 40 .4e 1�'7.4e 69 7,at 7.0. 7. ze 39 7. 44 7.01p 1 an .7 7 0 e 2 »l 7.68 , 40 790 703 7 7 7.01 0.n O O O 470 , 7.w 790 CAM BASH 7 Q T+ 7.» CRA IE 7.27 7.8 O .01 1 CA ¢ I GRH - 9s 8 AYY.-5.41 O O Z CRAiF 7.17 .. I w n �CRA1E 7 ^ INV. 7.5e '1 7 7 $ 7.93 7.06 90CARH .r 7 7 ,7. hh GRAIE-7.19 S r � 0.A. 7.a2 P 0.43 7•Ysfr.. 7A2 _7.04 7.50 1 �P 7y. 1�, °• M AW.-114 7.74 Is '�` 7.M.7.44 v '� 8 Oi r IM AYY.-139 .4.47 791 v ,� �. �! .3 r .vim '•4? ` . P I t § Y � 7ss 7.50 7.79 T. $ � 7•B6 7.95 7.94 7.90 ASPHAL7.93 7.98 7.98 # 7.99 7.9e SPECIAL LEGEND 7 53 7.52 7.78 7.55 A�µ7T62 7.54 7.89 _0.1 7.95 , a ass as an °P tr azs ■ DEN07ES CATCH BASIN .R 1,011to `O u h• tr Dacea , . tt`�'e° DENOTES LIGHT POLE °am s m�a7 muffmE nE ® DENOTES DRAINAGE MANHOLE 4 g S89"18'38"W •� ' QS DENOTES SANITARY SEWER MANHOLE 569.18 ® DEN07ES ELECTRIC MANHOLE ATLANTIC BOULEVARD (STATE ROAD A-1-A 100'R/W) RECER77FlED WIADD177ONAL ELEVAT70NS IN FRONT PAR'K/NG AREA; W.O. #2011-573, 9-13-11. REVISED: ADD1777ONAL ELEVATIONS, W.O. 08-878 6-19-08 REVISED: ADDIT70NAL ELEVATIONS, W.O. 07-2288 9-261-07 REVISED: TOPOGRAPHIC W/ U77LI77ES W.O. 07-2061, F9 1094 PGS 52-60, 9-5-07 � NO TES. THE PROPERTY SHOWN HEREON APPEARS TO LIE W MIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD v � � INSURANCE RATE MAP 0001 FOR THE CITY OF ATLANTIC BEACH, FLORIDA, DATED 4=17-89 AND 1.) TOTAL NUMBER OF PARKING SPACES = 544 IS SHOWN AS A COURTESY ONLY AND DOES NOT CONS777UTE A CER77FICA77ON OF SAME. INCLUDING 11 HANDICAP. TRI-STATE LAND SURVEYORS INC. 2.) TELEPHONE JUNC770N BOX ENCROACHES 0.1; ' ELEC. DISCONNECT BOX ENCROACHES 0.5; 5875 MINING TERRACE #209, JACKSONVILLE, FLORIDA 32257 (904) 880-2535 ELEC. METER ENCROACHES 0.5; 7E•LEPHONE C 2011: TRI-STATE LAND' SURVEYORS, INC. JUNC770N BOX ENCROACHES 0.2; ROOF LEGEND __j OVERHANG AT NORTHEAST CORNER OF BLDG ■ ct>Ha MOM BEARINGS BASED ON R _` LINE AS SHOWN. ENCROACHES APPROX. 1.4: 0 RM COP. 774/S SURVEY DOES NOT RL"FLECT OR DETERMINE OWNERSHIP. SUBJECT PROPERTY (SEr WIN GAP/LS 4144) x-FENCE NOT VALID W1774OUT THE §VGNATURE AND THE ORIGINAL RAISED SEAL o AM COIR.(FWW) OF A FLORIDA LICENSED y$,l1RVEY0R AND MAPPER. ®CROSS CUT THIS SURVEY BASED UPON' DESCRIP77ON AS FURNISHED, AND WITHOUT EM7 EAS8 E�SEA�IVT vc�' ' LAME E5YBENEFIT OF A 777LE B/NDE#(ABSTRACT OF 777LE AND/OR DEED RESEARCH. e "RMT--aF WAY LARRY G. EDDY, P.L.S. No. 4144 VICINITY MAP CSM T ¢ CENT, SCALE. 1" = 50' NOT TO SCALE A � Bt/ ILT " 00Y QD�D'� GLENN M. BROADSIREET, P.S.M. NO. 5814 AL TAS UR VE Y AA AN X71 PAD FIELD WORK DATE. 10-14-E98 (R) RADIAL DISTANCE REGISTERED SURVEYOR AND MAPPER, '� STA 7E OF FLORIDA (LB #4921) F.B. 658 PG..E-38 CDF.• 98-4540 ORDER NO. - S85037'27T33 60.00 _._. B_ _ ._ T _ . � - _____.. ;, rn GRAPHIC SCALE _ - _ �- W85°372 25 50 100 ' ►�►J E . ` 0 ,b r <.a 6&429, s.;h CH = 0 FEET 5200 Belfort Road, � � 1 IN 5 Suite 220 CV Jacksonville Florida 32256 F r N Phone 904 332 0999 Fax 904 332 0997 Engineers O Surveyors Architects l , Planners a' Landscape Architects " N82'43'58'F , Environmental Scientists 262.48_- Construction Management Transportation/Traffic Eng. C.O.A. No. 3215 Survey L.B. No. 7143 ® LA FITNESS r f 40.072 S.F. �.�s t f �,07' A ch Lic No AA2600926 i FFE_10.10I �g N89°I 8"�+, Landscp.Lia No. LC0000298 1f ©2011 1 il 4 7.,V8 , 5,M k4?, '�'��.�r`r -wrr'L+ • YJirrrs.r- s.w Lq _ " 1 r� 4 ._ ` 1xr'TP f 5, e LL a , 1 .. 1 g . n v € F ,<f,, `% i Jr.• qq ry , r x Z a ' .•" :is ,:'r " .as.. .. .,. ',,6'. �X, '. M .. ,.., \..' !,{1,.,.,, .� �. �r� �,•� tlS;r` r 1.'. ... �......_. �••��{r ' - .,r i,.., `�•• _,;.. v. . .8 s:54 ... ..............._._.. .::;_..:.. .::ft's _..._ G I _ -.. , E f t� r. r , fi A Y \� 00 Y0. .... .. N A4 :.-n• -s:. - sem -.__ i MEW • ap�, ts.. I ~ f PROP_.SILT FENCE(TYP) PO V TMA a 1 I 7,80 - , CROP.SILT SACK (INLET RftOTECTION(TYP) 901 89,26 _ O 1 1 o 8A57t - VC .,Y. ,3.99 1 x _., :F N891838'E-«m PROP.SILT SACK - H_ L INLET PROTECTION(TYP) s . 7.21 _ ' = 9°1 tq PROP.SILT FENCE(1YP) 440.00' S89°18'38"W - . R 32J1 � - E 201.42' -- ---_ _ 10,. w - •T;._ . 7.48 _ •-•�-_ �TeCit55titTp .. - •_ 1 Ca.': 7 55 p TEMPORARY CONSTR TION a -- - - !!�� PROP.SILT SACK ►-+ ENTRANCE.PROVIDE TIRE ASH+^y INLET PROTECTION(T ) �. EROSION & SEDIMENTATION CONTROL NOTES O ►•° AREA AS NEEDED(SEE`EROSION;:• 777 __ --- - --"- _ g� _ O CONTROL DETAIL SHEET) - -- = Q �lUENCE OF CONSTRUCTION y 1 L , < Q O �F ;, = ; Z' - '4 �`` 1. INST¢gLL STABILIZED CONSTRUCTION ENTRANCES. THIS PLAN HAS BEEN PREPARE TO ENSURE COMPLIANCE WITH RULES OF THE s%-._.; ,: "•.aa i r 2.CONSTRUCT FLORIDA DEp'ARTMENT OF ENV( ONMENTAL PROTECTION,CHAPTER 17-25-FAC .x ° _ a� _ W _ STRUCT THE SILT FENCES ON THE SITE. 'moi ` •_ .. - ) _ ". 7< AND THE ST.,JOHNS RIVER WA R MANAGEMENT DISTRICT 3.PRER ~ = m RARY PARKING AND STORAGE AREA UPON 4 Z .� _ a _ "°' -- ISL -_ EMENTATION AND INSTALLATION OF THE FOLLOWING TION - ARFEAS:TRAILER,PARKING,LAY DOWN,PORTA POTTY,WHEEL SITE DESCRI �» - --- A. SITE LOCATION ti , rr ___ "" ,ASPHM WAS` H,CONCRETE WASHOUT,MASONS AREA,FUEL AND O b T 8 �Fi THE SITE IS LiOCATED ON ATLA IC BOULEVARD,JUST EAST OF AQUATIC DRIVE, r. R , a���,��. m--��� ERIAL STORAGE CONTAINERS SOLID WASTE CONTAIN � ATLANTIC BEACH,FLORIDA "" =� -- - -- ETQ_.,DENOTE THEM ON THE SITE MAPS IMMEDIATELY AND a CV �- (TIONS&ACTIVITI S NARRATIVE = ~- B. SITE CONE3� M" - __.. N05Y OCCUR W TNfROUGHOUT THE CONSTRUCTION PROCESS. _tE ANY CHANGES IN THE LOCATIONS AS E 1.THE EXISTING CONDITION OF HE SITE HAS AN EXISTING SHOPPING CENTER 4.C AND ASSOCIATED SITE IMPROV ENTS TO SERVE IT o CONSTRUCT AND STABILIZE THE SEDIMENT BASINS AND 58918 38 ' IMENT TRAPS WITH APPROPRIATE OUTFALL STRUCTURES 3 2. SITE OPEMTOR(CONTRACT R)SHALL PREPARE A CONSTRUCTION SCHEDULE THATPROP.GUTTER BUDDY J PROP.SILT FENCE(TYP) (CktAR ONLY THOSE AREAS NECESSARY TO INSTALL BASINS y, >+ a INCLUDES TF#E DATE GRADING ILL BEGIN AND THE EXPECTED DATE OF STABILIZATION PROP.SILT FENCE(TYP) 569.18 INLET PROTECTION(TYP) AND TRAPS). w AND SHALL INICLUDE THE CONS UCTION SCHEDULE AS PART OF THIS STORM WATER 5.CLEAR AND GRUB THE SITE. N $ POLLUTION PIREVENTION PLAN WPPP). ATLANTIC BOULEVARD 6.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. c C Y > 0 7. BENIN GRADING THE SITE. to 3 v N Z w C.SEQUENCE OF IMPLEMENTA NOF CONTROLS 8.TE 0 CL '+ M(PORARILY SEED,THROUGHOUT CONSTRUCTION,DENUDED CD 2 L fl. v IC 0 1. INSTALL,APON OF CONTROL EASURES. C. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL OF WIND EROSION 2. DEMOLISH;CLEARING,GRUB ING AND EXCAVATION. gRFEAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. � � U ¢ � � � � 3. CONSTRUCDEMOLISH,CLE ACTIVITIES NG AND WITH THE BUILDING,SITE DEVELOPMENT, CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE 9.INSTPALL UTILITIES, UNDERDRAINS,STORM SEWERS,CURBS AND AND INFRAGTRUCTURE NEC MARY TO SERVE THE PROPOSED SITE. WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS GUTTTERS. CLEARED SITE DEVELOPMENT AREAS WHICH WILL RE g. STORM WATER MANAGEMENT4. FINAL STABILIZATION. M1AIN AT ROUGH GRADE FOR 7 NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE 10. INS;hALL RIP RAP AROUND OUTLET STRUCTURES AS EACH DAYS OR MORE SHOULD BE STABILIZED IMMEDIATELY[BY COVERING WITH ADEQUATE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT TRIS STORM WATER RUNOFF FROM THE PROJECT AREA WILL BE COLLECTED INA OU1IfLET STRUCTURE IS INSTALLED. D. ESTIMATE OF TOTAL PROJE AREA AND AREA TO BE DISTURBED AMOUNTS OF HAY,OVER SEEDED AND PERIODICALLY WATERED SUFFICIENT TO BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO SjYSTEM OF INLETS AND PIPES AND ROUTED TO THE EXISTING SHOPPING 11.INE!hALL INLET PROTECTION AROUND ALL STORM SEWER STABILIZE THE TEMPORARY GROUNDCOVER, OR BY T4E USE OF AN APPROPRIATE LEAVE THE SITE UNDER CONSTRUCTION' NTER STORMWATER SYSTEM PRIOR TO DISCHARGING OFF-SITE. ST THE TOTAL PIROJECT AREA IS 1 .04+/-ACRES. ALTERNATIVE BMP. B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL Cf 12. PERUCTUNTL S EACH INLET STRUCTURE IS INSTALLED. Q ft'�tMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY � O THE AREA TO BE DISTURBED IS 6.80+/-ACRES. BE VEGETATED. ARFE BROUGHT TO FINAL GRADE. D. ALL GRASS SLOPES CONSTRUCTED STEEPER THANI-4H:1V SHALL BE SODDED V E. RECEIVIN(5 WATERS/WETLANDAPPROVED STATE AND LOCAL PLANS OR PERMITS 13.PR AREAS IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. C:" rEPARE SITE FOR PAVING. Z C. AT ANY TIME BOTH DUR114G AND AFTER SITE CONSTRUCTION THAT WATERING STORMWATE�MANAGEMENTS TEM CONNECTS TO THE EXISTING 14.PAVE SITE. Q Z E. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TAPE FOLLOWING PERMITS HAVE BEEN SSUED FOR THE CONSTRUCTION OF THE STORM 15. IN STORMWATEIR SYSTEM FORTH OVERALL SHOPPING CENTER y ATER FACILITIES FOR THIS PROJECT. SftLL APPROPRIATE INLET PROTECTION DEVICES FOR J _j GROUND FROM ENTERING A LAKE OR SWALE,A TEMPOIRARY SEDIMENT SUMP SHALL pq TRANSPORT OF FUGITIVE DEIST,OTHER METHODS AS ARE NECESSARY FOR SUCH PAVED AREAS AS WORK PROGRESSES. a. BE CONSTRUCTED.THE TEMPORARY SEDIMENT SUMP`SHALL REMAIN IN PLACE UNTIL pLERMITTED THROUGH ST VOHNS RIVER WATER MANAGEMENT DISTRICT 16.C CONTROLS CONTROL SHALL BE EMPLOti'ED. THESE METHODS MAY INCLUDE ERECTION OF DUST (STING PERMIT#42-031116488-1 �IVIPLETE GRADING AND INSTALL PERMANENT STABILIZATION VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. E J CONTROL FENCES. IF REQUIRED,DUST CONTROL FENCES SHALL BE CONSTRUCTED OVFER ALL AREAS. EROSION ANIP SEDIMENT CONT L MEASURES ARE TO BE PLACED PRIOR TO,OR AS F. PERMANENT SOIL EROSION CONTROL MEASURES ROR ALL SLOPES,CHANNELS, IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT.THE MINIMUM HEIGHT n (11NTENANCE 17. REkAOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL LEG E 1°4 D �0�/ Z Q THE FIRST S•(IEP IN CONSTRUC N. THE CONTRACTOR IS RESPONSIBLE FOR DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER SHALL BE 4 FEET. DEVICES (ONLY IF SITE IS STABILIZED). ii COMPLYING WITH ALL EROSION ONTROL MEASURES SHOWN ON THE PLANS. THE FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED M)eJNTENANCE OF EROSI CONTROL DEVICES IS OF PARAMOUNT IMPORTANCE TO W v EROSION COINTROL SYSTEM D CRIBED WITHIN THE CONSTRUCTION DOCUMENTS AREA IMMEDIATELY AFTER GRADING OPERATIONS,TEMPORARY EROSION CONTROL ' mer- DIRECTION FLOW � IN ADDITION TO THOSE RESPONSIBILITIES OUTLINED WITHIN THE CONSTRUCTION E(�UITY ONE,INC.. THE C TRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL m 0 :3 SHOULD BE CONSIDERED TO R RESENT THE MINIMUM ACCEPTABLE STANDARDS MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE PLANS AND DOCUMENTS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE p(qLLUTION PREVENTION NTROLS. DAILY REVIEW SHALL BE MADE BY THE LIMITS OF DIISTURBANCE Z FOR THIS PROJECT. ADDITIONA EROSION CONTROL MEASURES MAY BE REQUIREDFOLLOWING MEASURES: C(INTRACTOR TO DETER E IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE NOTE;. O V MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. E DEPENDENT(UPON THE STAGE F CONSTRUCTION,THE SEVERITY OF THE RAINFALL EFFECTIVENESS OF ERO N,SEDIMENTATION,TURBIDITY,AND POLLUTION CONTROL V R AS DEEMED NE SSARY AS A RESULT OF ON-SITE INSPECTIONS BY PROTECTION OF SURFACE WATERS A. PROJECT SCHEDULE WITH EROSION AND SEDIMENT CONTROL INSTALLATION MLEASURES. CORRECTIV TION SHALL BE PERFORMED IMMEDIATELY. THE CONTPRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING PERMANENT EVENT AND/OIZ Cf) THE OWNER,THEIR REPRESEN TIVES,OR THE APPLICABLE JURISDICTIONAL AND MAINTENANCE TIED TO SPECIFIC DATES OR CONSTRUCTION ACTIVITIES. C6WRACTOR WILL COM A REPORT DETAILING MEASURES THAT ARE NOT ANDKC R GRADING THE SITE TO ENSURE THAT WHENSEEDINGNEOETATION c;? AUTHORITIES: THESE ADDITION L MEASURES(IF NEEDED)SHALL BE INSTALLED AT EXISTING ROOTS Z q&HIEVING PERMIT COMP CE AND THE CORRECTIVE ACTION THAT IS TAKEN. O M A. WHERE PRACTICAL,STORMWATER SHALL BE CONVEYED BY SWALES. SWALES B. ALTERATIONS TO THE DESIGN EROSION AND SEDIMENT CONTROLS DUE TO ARE ENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP NO ADDITIONIAL COST TO THE O VER. IT SHOULD BE NOTED THAT THE MEASURES UjaILESS OTHERWISE SPE ED,ACCUMULATED SEDIMENTS SHOULD BE REMOVED SF TEMPORARY SILT FENCE o IDENTIFIED OII`I HIS PLAN ARE LY SUGGESTED BEST MANAGEMENT PRACTICES SHALL BE CONSTRUCTED AS SHOWN ON PLANS. DIFFERENCES BETWEEN THE:DESIGN PLANS AND ANTICIPATED CONSTRUCTION PRUNI T g�FORE THEY REACH ONE F OF THE CAPACITY OF THE CONTROL DEVICE. MG TOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR N (BMPS). THE(.CONTRACTOR SHA L PROVIDE POLLUTION PREVENTION AND EROSION PHASING AND THE CONTRACTOR'S CONSTRUCTION METHODS. MINIM MNG THE DAMAGE OF THE EXISTING ROOT SYSTEMS. PROPOSED I#LET PROTECTION U Q B. EROSION CONTROL MEASURES SHALL BE EMPLOYElb TO MINIMIZE TURBIDITY OF � CONTROL ML-ASURES AS SPEC( IED IN FDOT INDEXES#100 THROUGH #102 AND AS SURFACE WATERS LOCATED DOWNSTRE=AM OF ANY C@iNSTRUCTION ACTIVITY. WHILE C. .NAME AND PHONE NUMBER OF CONTRACTOR'S REPRESENTATIVE RESPONSIBLE LIL NECESSARY IFOR EACH SPECIFI APPLICATION.IT IS THE CONTRACTOR'S ULTIMATE THE VARIOUS MEASURES REQUIRED WILL M SITE SPE_ FOR EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE ON A 24 IN J§PECTION 0 O fCIFIC,THEY SHALL BE 0 RESPONSIBIL4TY TO ASSURE TH T THE STORMWATER DISCHARGE FROM THE SITE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOILLOWING: HOUR BASIS. PROPOSED I§ARRICADE DOES NOT EXCEED THE TOLE CES ESTABLISHED BY ANY TO THE APPLICABLE D. THE CONTRACTOR WILL FURNISH,INSTALL,MAINTAIN AND SUBSEQUENTLY THtE CONTRACTOR IS REQ ED TO INSPECT AND MAINTAIN CONTROLS WEEKLY AND W W °) JURISDICTIONAL AUTHORITIES. L IN GENERAL,EROSION SHALL BE CONTROLLED AT THfE FURTHEST PRACTICAL REMOVE, ALL NECESSARY EROSION CONTROL. THE CONTRACTOR WILL FURNISH My THIN 24 HOURS AFTER A. INSTORM IN EXCESS OF 0.25 INCHES. THE CONTRACTOR 3 UPSTREAM LOCATION. L REPORT ALL INSPE N FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A ACR% V •o AND INSTALL ALL NECESSARY PERMANENT EROSION CONTROLS. SFS AGE SUMMARY 11 A. EROSION NDSEDIMENT COI TROLS ii.NEW AND EXISTING STORMWATER INLETS AND OUTNALL STRUCTURES SHALL BE RESULT OF THE INSPECT[ INSPECTION REPORTS SHALL BE SIGNED BY THE WPROTECTED DURING CONSTRUCTION. PROTECTION MIEASURES SHALL BE EMPLOYED E. THE DEVELOPMENT OF THE APPLICABLE BMP'S TO ENSURE THE CONTROL OF INSPECTOR AND CONT RAC R AND MAINTAINED FOR FUTURE REFERENCE AS GENERAL EROSION CONTROL IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. OFF-SITE TRACKING/SPILLAGE,SANITARY WASTE,FERTILIZERS&PESTICIDES, NL§EDED. iii.PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE SOLID WASTE DISPOSAL, AND NON-STORMWATER DISCHARGES&HAZARDOUS TOTAL SITE AREAS 14.04 AC. BEFORE Yd1U DIG! c`o A. CLEARING'AND GRUBBING O ERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE STABILIZATION HAS BEEN ESTABLISHED WASTE. WHEN THE CONTRACTOR ENCOUNTERS A SPILL,CONSTRUCTION WILL TF�INSPECTOR MUST BE A UALIFIED EROSION AND SEDIMENT CONTROL INSPECTOR CALL SUNSHINE STATE O*E CALL,OF FLORIDA 4U_ UNPROTECMP ERODIBLE AREA EXPOSED TO WEATHER. GENERAL EROSION STOP AND WORK WILL NOT RESUME UNTIL DIRECTED BY THE PROJECT ENGINEER. A�DEFINED BY THE FLORID DEPARTMENT OF ENVIRONMENTAL PROTECTION. AT LEAST TWO FULLBOl DAYS BEWRE rn CONTROL BMIPS SHALL BE EMP YED TO MINIMIZE SOIL EROSION AND OFF-SITE C. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN ACCORDANCE WITH ANY DIGGING ORDffin AMGMTH SEDIMENTATIION. WHILE THE V IOUS TECHNIQUES REQUIRED WILL BE SITE AND BE DESIGNED TO PREVENT OIL, GREASE,AND LUBRICA,INTS FROM ENTERING SITE REQUIREMENTS AND REGULATIONS OF ANY LOCAL,STATE,OR FEDERAL AGENCY ON-SITE DISTURBED AREA 6.80 AC. ;, Sheet No. in PLAN SPECIFI r THEY SHOULD EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY. SDRAINAGE FEATURES INCLUDING STORMWATER COLLI�,CTION AND YSHAVING JURISDICTION. a1fFERENCES SYSTEMS.CONTRACTORS SHALL PROVIDE BROAD D KFES OR SILT SCREENS ENT THE CONTRACTOR S ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE 3B. E:XCAVATL§D MATERIAL WILL OT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE AROUND,AND SEDIMENT SUMPS WITHIN,SUCH AREAa AS REQUIRED TO CONTAIN EROSION, SEDIMENT,AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE TSE CONSTRUCTION PLANS AND SPECIFICATIONS FOR JOB#M29622 AS OFF-SITE DISTURRIED AREA 0.00 AC. I- 0 WASHED AWAXY BY HIGH WATER R STORM WATER RUNOFF,STOCKPILED MATERIAL SPILLS OF OIL,GREASE,LUBRICANTS, OR OTHER CONTI'AMINANTS. CONTRACTORS DESIGN PROCESS. HOWEVER,THE CONTRACTOR IS REQUIRED TO PROVIDE ANY pWPARED BY CPH ENGINEERS,INC.ON OCTOBER,2011 ARE HEREBY o..Know below. 8 SHALL BE COVERED OR ENCIRC ED WITH SEDIMENT CONTAINMENT DEVICES. SHALL HAVE AVAILABLE,AND SHALL USE,ABSORBENT IFILTER PADS TO CLEAN UP ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY REjFERENCED AND MADE A PART OF THIS PLAN. p C before you dig. ca SPILLS IMMEDIATELY AFTER ANY OCCURRENCE. ADJACENT LOWLAND PARCEL OR RECEIVING WATER. TOTAL DISTU RBElb AREA 6.80 AC. 0�3 W_ I I I� 5200 Belfort Road, Suite 220 Jacksonville Florida 32256 Phone 904 332 0999 DIVERSION RIDGE REQUIRED Fax 904 332 0997 WHERE GRADE EXCEEDS 2% REgER O� EXISTING PAVED Engineers ROADWAY "Oft, Surveyors Architects (FILTER FABRIC Planners SECTION A-A Landscape Architects Environmental Scientists SPILLWAY Construction Management SEDIMENT BARRIER Transportation/Traffic 2.EXCAVATE A 4"X4"TRENCH (SANDBAG TYPE SHOWN) 1.SET THE STAKES UPSLOPE ALONG THE LINE NOTE: Eng. C.O.A. No. 3215 OF STAKES SUPPLY WATER TO WASH USE SIANDBAGS,SILT FENCE, WHEELS IF NECESSARY OR O'f?HER APPROVED METHODS Survey L.B. NO. 7143 TO Cj41ANNELIZE RUNOFF TO BASIN Arch. Lic. No.AA2600926 AS R§QUIRED Landscp. Lic.No.LC0000298 A. ��O �o ©2011 a" FLOW _� �- FLOW LLI 3.STAPLE FILTER MATERIAL e d TO STAKES AND EXTEND 4.BACKFILL AND COMPACT A A Y IT INTO THE TRENCH. THE EXCAVATED SOIL. O 2"-3"COARSE AGGREGATE 12'MIN i MIN 6"THICK 1 ;i1DEWALK w. CURB DIVERSION RIDGE 20'R MIN. URB INLET SHEET FL 50'MIN C1: PSW INSTALLATION (PERS RkCTNE VIEW) T MAX - . . .. . .. .. PLAN B NOTE: m .. FLOW r• • / 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVEi.NT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,THUS GUTTER , POINT'A'SHALL BE MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEANOUT OF ANY MEASLES HIG BUDDY HER THAN POINT'B' USED TO TRAP SEDIMENT. GUTTE'FR , FLOW DRAINAGEWA 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO Yy INSTALLATION (FRONT ELEVATION) PUBLIC RIGHT-OF-WAY. `�- NOTE:INSTALL IN ACCORDANCE WITH SILT 3. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZELD FENCE DETAIL,EXC+£pT AS NOTED ABOVE. WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAIP OR SEDIMENT BASIN. POSTS: STEEL EITHEfR T OR U TYPE OR 2"x2"HARDWOOD GUTTER BUDDY II4LET PROTECTION SEDIMENTAYiON/SILT FENCE TEMPORARY CONSTRUCTION N.T.S. WITHOUT WIRE SUPPORT ACCESS DETAIL N.T.S. C O .N 5'M 2"x 2"STAKE (TYP1 2"X 4"WOOD FRAME FRtAME LAIN. c. PLACE THE ENI POST OF THE Ax. '� FHeRIC SECOND FENCLE INSIDE THE END POST OF 1`IHE FIRST FENCE 3 MIN. FABRIC UNDER GRADROP INLET WITH TE '_ / _� ROTATE BOTH (POST AT LEAST 180 DEGREES IiN A CLOCKWISE DIRECTION TO LCREATE A TIGHT VA FABRIC EXTENDS I'MIN. SEAL WITH THE-'FABRIC MATERIAL GATHER EXC�3 `F AT CORNERS DRIVE DIRECTION OF RUNOFF WATERS INCHES INTO Tp4E GROUND AND BURY FLAP N CU SILT FENCE INLET PROTECTION ATTACHING TWO SILT FENCES N.T.S. N.T.S. ® © ® © ® Z r EgUMP STRAP a V Z , w A W U SILTSACK W c 1"REBA FOR BAG SPECIFICATIONS REMOV FROM INLET W NOTE:THE SILTSACK WILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS. G) G) C > p DUMP STRAP 21 IDI lZ REGULAR FLOW SILTSACK t a w (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RIIIN-OFF) O U Q !n D U- SILTS,#CK® PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS p GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS D UV RESISTANCE ASTM D-4355 80% J APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE O FLOW RATE ASTM D-4491 40 GAUMIN/SQ FT NSTAL''�LATION DETAIL PERMITTIVITY ASTM D-4491 0.55 SEC-1 ••Qrr__ 0 LL HI-FLOW SILTSACK 0 W = jU J ♦♦ C (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND IRIJN-OFF) w fQ 0 z Q CL cW C13 - a: ° Q PROPERTIES TEST METHOD UNITS O m G GRAB TENSILE STRENGTH ASTM D-4632 265 LBS Z V GRAB TENSILE ELONGATION ASTM D-4632 20% �`` O PUNCTURE ASTM D-4833 135 LBS O r r� d 2 EACH MULLEN BURST ASTM D-3786 420 PSI Z O :° TRAPEZOID TEAR ASTM D4533 45 LBS N V Q. DUMP STRAPS UV RESISTANCE ASTM D-4355 90% Z — FLOW RATE ASTM D-4491 200 GAUMIN/SQ FT O O APPARENT OPENING SIZE ASTM D-4761 20 US SIEVE O PERMITTIVITY ASTM D-4491 1.5 SEC-1 rnQ EXPANSION RESTRAINT V• a (1/4"NYLON ROPE,7 FLAT WASHERS) O I L—ABSORBANT SILTSACK U) LL 0. O O WLENGTH= 4'-0"-4'0 (FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN-OFF OR SPILLS)DEPENDING ON YOUR PARTICULAR APIb1UCATION,THE W SILTSACK CAN BE MADE FROM EITHER ONE OF THE ABOVE FABRICS WITH AN OfL-ABSORBANT PILLOW INSERT OJR,MADE J WIDTH = 3'-0"-3'4" COMPLETELY FROM AN OIL-ABSORBANT SILTSACK,WITH A WOVEN PILLOW INSERT. � Q V I- DEPTH = X-0" W p REFER TO SHEETS C-9,C-9A FOR INLET TYPE 0 W BAG DETAIL y Sheet No. 0 0 O I LTSAC K N.T.S. C— W_ 262.46 '. �� �E GRAPHIC SCALE ,. _ �.► 9y 0 20 40 80 4 s, 1 INCH =40 FEET 5200 Bel ort Road 1 :1 - Suite 220 =1%7 N I Jacksonville Florida 32256 N8901838 6 Phone 904 332 0999 Fax 904 332 0997 x , 14 7.68 Engineers Surveyors 1 :fes x� .. � Architects - ♦. �� Planners SAWCUT AND REMOVE - Landsc a Architects , ap . EXISTING CONCRETE %�, Environmental Scientists SIDEWALK -" Construction Management Transportation/Traffic i 15 T& En 2 �♦ � Survey L.B. No. 7143 Arch. Lic. No.AA2600926 x t , _ _. and C000029 C _ 2011 I _ L4 O .-C_ O O. • A 1 ♦ \ r ` G i ..a ,r ` a % x 1 / EXISTING {TIGHT POLE tt SHALL BE REMOV D OR _ ���• -. RELOCATED. SEE SHEEP 1 >: r EXISTING LIGHT POLE ,, .: ., �. � � •,w_ 1 \ n x •. SHALL BE`Ff E`MdVED OR / RELOCATED`�SEE SHEET LP-1 ` TYP '\ ( ) f y \ ys' . S 8 ... . . . ,EXISTING LIGHT POLE MALL BE REMOVED OR OI 1 r' % REL.QCA,ED.SEESHEETLP-1 % • •. •.� •. •. .•. ��..•. ��:• GRA i Iv r •' 1 Y. .`., ,•.'•.-•:•.;•.'. •.'.•• 1 . ..�lR,.R,.�..,1AI�111�11111..All,i,11,11.. :' J .. •� �'• ' •,••,•,•• _ t1 ...�IIIF,l1,Iww111�111111•../IIR.11,t' 77 . . . . . � . . . . . . .' 58919 38 W . i . . .ti. C :'. 440. 00 38 1 r. 8 . .. . S89 • ".: r Ii .42 2 Ol �\ i \ �r , �1 Q i t ti O O 1 E)FISTING LIGHT POLE � o La 1 1 0 SH LL E REMOVED OR" ' R - CATED` 5EE H L , S EET LP-'l •A I r O _ TYP 1 Q I , V f •rT 1 s1 x T T O O 1° . _ v v v t� v 1 I. �•• 1 � 1 0- f' Z 4�. , t F } x :.lt�.lw awA�wr�R..w �,.�r.,..�Iw._�pE� �� �.�'��� �x _._.. ,.. ........ , ,....,r....r»,,... .. ._,_-....- _ .... ..........,..__....,. .... _._._a. s< .. ...-< ... .... _,,.,.... Q r �. ....w.sss..i.w...._,...... .... ,., .2, . O a 0- 151189018 N o S89°1838"W a W _ 569.18' W ATLANTIC BOULEVARD 0 C) 3 v O ai Z w co a ai DEMOLITION NOTES o o U Q. 0 o � LL 1. THE LOCATIONS OF AL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN 9. ALL EXISTING SEWERS,PIPING AND UTILITI�SHOWN ARE NOT TO BE 16. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPEPTIES DETERMINED FROM TH BEST INFORMATION AVAILABLE AND ARE GIVEN FOR INTERPRETED AS THE EXACT LOCATION,OR;AS THE ONLY OBSTACLES THAT AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. SEE LANDSCAPE PLANS FOR THE WNVENIENCE OF HE CONTRACTOR. THE ENGINEER ASSUMES NO MAY OCCUR ON THE SITE. VERIFY EXISTING;CONDITIONS AND PROCEED WITH IRED Tf'REES RESPONSIBILITY FOR T EIR ACCURACY. PRIOR TO THE START OF ANY CAUTION AROUND ANY ANTICIPATED FEATUJRES. GIVE NOTICE TO ALL UTILITY 17. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REOIA IN EXISTING ISLANDS TO 0 DEMOILITION ACTIVITY, HE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES COMPANIES REGARDING DESTRUCTION ANIb REMOVAL OF ALL SERVICE LINES PERMITTINti FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY JE FOR Ox`I SITE LOCATIO OF EXISTING UTILITIES. AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCItOG RELOCATED QQ DEMOLITION WORK. 2. CHAP'ITER 553.851 OF T FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR 10. ELECTRICAL,TELEPHONE,CABLE AND/OR CWAS LINES NEEDING TO BE REMOVED //��� NOTIFY ALL GAS UTILITI S A MINIMUM OF TWO(2)WORKING DAYS PRIOR TO OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY 18. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT� V EXCAVATING. PRIOR TO COMMENCEMENT OF CONSTRUCTOION.ADEQUATE TIME SHALL BE DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR ' O PROVIDED FOR RELOCATION AND CLOSE CQ0RDINATION WITH THE UTILITY THIS PROJECT..THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL Z j 3. THE CONTRACTOR SH L FURNISH ALL MATERIALS,LABOR,SUPERVISION,AND COMPANY IS A NECESSITY TO PROVIDE A SMOOTH TRANSITION IN EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL Z LL EQUIPMENT REQUIRED OR THE ORDERLY DEMOLITION AND REMOVAL OF UTILITY SERVICE. DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION EXISTANG STRUCTURE PAVEMENT AND UTILITIES AS SHOWN ON THE DRAWINGS OF THE ENGINEER PRIOR TO BID SUBMITTAL. AND DESCRIBED HEREI . 11. PROVIDE ADEQUATE PROTECTION FOR PEFk%ONS AND PROPERTY AT ALL TIMES. a EXECUTE THE WORK IN A MANNER TO AVOIfb HAZARDS TO PERSONS AND 19. PRIOR TO DEMOLITION OCCURRING,ALL EROSION CONTROL DEVICES ARE To @E Q. 4. THE CONTRACTOR IS R QUIRED TO FAMILIARIZE HIMSELF WITH THE STRUCTURES PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO INSTALLED. j TO BE-'DEMOLISHED. A RIEF DESCRIPTION OF THE STRUCTURES IS INCLUDED ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE e Z LU FOR 1`IHE CONTRACTO CONVENIENCE ONLY. BLOCKED BY DEBRIS AND EQUIPMENT. 20. THE CONTRACTOR SHALL COORDINATE WITH OWNER PRIOR TO COMMENCEML�T O O m OF ANY WORK. ACTUAL REMOVAL AND/OR RELOCATION OF ALL EXISTING CL 5. THE FiOLLOWING LIST STRUCTURES REQUIRING DEMOLITION IS INCLUDED FOR 12. AIR HAMMERS OR OTHER DEVICES WILL BE PERMITTED ON EXTERIOR WORK. PLANTS IS TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR. IT IS THE V N THE COONTRACTOR'S C VENIENCE ONLY. THE DRAWINGS INDICATE THE SCOPE RESPONSIBILITY OF THE SITEWORK CONTRACTOR TO COORDINATE DEMOLITI a DEMOLITION LEGEND H OF DEMOLITION WHER DEMOLITION IS REQUIRED. 13. CONTRACTOR MUST STOP OPERATION ANDi INOTIFY THE OWNER FOR PROPER ACTIVITIES INITH THE LANDSCAPE CONTRACTOR. THE CONTRACTOR IS J Z M DIRECTION IF ANY ENVIRONMENTAL OR HEAJLTH RELATED CONTAMINATE IS RESPONSIBLE FOR REMOVING AND PRESERVING TREES AS INDICATED BY THS M A. DEMOLITION AND MOVAL OF EXISTING CONC.BLOCK BUILDING ENCOUNTERED DURING THE DEMOLITION/ENCAVATION PROCESS. OWNER. O B. DEMOLITION AND MOVAL OF EXISTING ON SITE ASPHALT,CONCRETE 14. DISPOSAL CURBING TO BE REMOVED W 21. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEAiTIED IN Q PAVING AND CUR NG TO LIMITS SHOWN. THE DRAWHVG.ALL OTHER EXIST.UTILITIES INCLUDING:STORM DRAINAGE,GAS, 'D C. REMOVAL OF EXIS ING ONSITE ABOVE-GROUND AND UNDERGROUND A. REMOVE AND LEGALLY DISPOSE OF ALL(OTHER RUBBISH, RUBBLE,AND ELECTRIC,1'ELEPHONE,WATER&SEWER SHALL BE PRESERVED&PROTECTED LL TILITIES,INCLUDI G REMOVAL AND/OR PLUGGING OF EXISTING UTILITIES DEBRIS. COMPLY WITH ALL APPLICABLE-TAWS AND REGULATIONS UI: ASPHALT TO BE MILLED AND RESURFACED D ASS SHOWN ON P S. GOVERNING DISPOSAL OF WASTES AND IOEBRIS. 22. A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR THE DEMOLITION OF THE O rn ACTUAL BUILDING. � 6. PRIORS TO REMOVAL OF NY UNDERGROUND SEWAGE TANK AND COMPONENTS 15. PAVEMENT REMOVAL Lu FROM',SERVICE,CONT CTOR MUST COMPLETELY DRAIN THE SYSTEMS TO AN g APPR®VED SANITATIONTANK FOR DISPOSAL AT AN APPROVED LOCATION AND A. WHERE EXISTING PAVEMENT IS TO BE REEMOVED,SAW-CUT THE ASPHALT TO BE REMOVED V w IN ACCORDANCE WITH CAL&STATE REQUIREMENTS. SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH MINIMUM DISTURBANCE TO THE REMAINING ADJA@ENT SURFACING. IF ; 0 7. ALL 00 SITE UNDERGR ND STRUCTURES AND PIPING MUST BE COMPLETELY CONSTRUCTION RESULTS IN RAVELING QF THE SAW-CUT SURFACE, REMOkVED AND OVERE AVATED BY A MINIMUM OF 12"BENEATH THE RECUT BACK FROM THE RAVELED EDGE(PRIOR TO RESTORATION. BEFORE YOU DIG; W STRUtyTURES. CONT TOR SHALL USE APPROVED FILLING MATERIAL FOR EXISTING TREE TO BE PROTECTED AND SAVED CALL SUNSHINE STATE ONE CALL CW FFLORIDA 'cRE THESE AREAS. ILL SHALL BE OF CLEAN,FINE SAND AASHTO CLASS B. WHERE EXISTING PAVEMENT,CURB,CU, b ATLEASfTWOMRLsysD7SSSDAY3BH 0 FILLING �B AND GUTTER,SIDEWALK, FARTH w A-3 AND SHALL BE PLA D IN LOOSE LIFTS NOT EXCEEDING 8"IN DRIVEWAY,OR VALLEY GUTTER IS REM©jVED FOR THE PURPOSE OF Sheet NO. 0 THICKINESS AND COMP TED TO AT LEAST 98%OF THE MODIFIED PROCTOR CONSTRUCTING OR REMOVING BOX CU@VERTS,PIPE, INLETS. MANHOLES, � � MAXIK#UM DRY DENS( ASTM D-1557). APPURTENANCES,FACILITIES OR STRUCTURES,SAID PAVEMENT,ETC., EXISTING TREE TO BE REMOVED SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION (SEE LANDSCAPE PLANS FOR TREES TO3. " • 0 8. ALL EWSTING STRUCTU ES,PAVEMENTS,SLABS,FOUNDATIONS,STEPS,AND THAN THE ORIGINAL,CONTRACTOR xSHA{_LL PROVIDE ALL NECESSARY BE RELOCATED ONSITE) c OTHEIR EXISTING FEAT ES INDICATED ON THE DRAWINGS TO BE REMOVED LABOR,MATERIALS,EQUIPMENT,TOOLS„,SUPPLIES,AND OTHER SHALL-;BE DEMOLISHED ND REMOVED BY THE CONTRACTOR. REMOVE NO EQUIPMENT AS REQUIRED. KnoCall before s ore fou w STRUCTURE SUBSTANTrLLY AS A WHOLE. DEMOLISH COMPLETEY ON THE Call d� PREMIISES. ■ 585°37',07'E / 1 - 541.85 5200 Belfort Road, Suite 220 / — S85°37'�G - - _ O Jacksonville Florida 32256 80. 00 -_' _ - _ _ _ Fax,. F 904 3 2 0997 ' 3 � one 4 32 0999 _ 7,27 -W �u v Engineers 85°3 ,Q) 80.29' surveyors I Architects C ..... .... .'... Planners �! CID / �~ Landscape e Land Architects .. . . . .....2 �.. '�.\ I Environmental Scientists ............................ I GRAPHIC ;SCALE . . Construction ..:.... .'. . . ...... . . ..... _..........:.:.::::::.. Ma l .. 1 -_ '; Management _. 0 2 4 / _. . . . .. � O 1 INCH = FEET Transportation/Traffic . .. . :----_-_ ... .........• .. .. . . . ______ ............... i C . . . .. .. . . .. . ...- - � •• � � Eng. C.O.A. No 3215 ......... . . .. .. . . .. .. .. . . .. .. . . .. . _.................. . .. . . .. .. .. .. .. .. . . . . I ... ...... � � kf�, ` ,:,� ^� Survey L B No 7143 / .. . . .. .. . . . . .. . . . . .. �O . . . . .. . . . ... .. .. .. . . .. .. . . .. . . .. . ..... ....... ..'.'.'.'.'.'.'. _ 9 '�` € w� Arch. Lic No AA2600926 r: ;:,•. ... Landscp.Lic No LC00002 8 _ k » '.'.'.'.. ... ................ ...... ..'.'.'.'.'.'.'.'. ... ......... .....'.•.-.'.'..•............. ... ° 2011 ° 3'58 E '.'.'.'.'.'-'.. ... ................................... ........................-.......:.�, 24 N8 ...'......'...'..... .'........ ........................... ...... .' ' '' .'. � � 8' VZ n4 : ......... .............. ......... .... .... - . ..'.-.-.-.-...•.•.•.'.'.'.'.-.'.......' 62 -—"i—�""—� -•. :':':' .. .. . . .. .. . . .. . . . . . ..... . •.'.'.-.'.'.'.'.'.'.'.-.-.'.'.'.'.'.-.'.'.'.'.'.'.'.'.'.'.-.'.'.'.'.'.'...'.'.'.-.'.'.•.•.......... '...•.'.'.'. ., .'>\`i�.'.>w J.D N ' . .�.- �_ . mss ..... ... . .. .. .. .. . . . S to - - .. ... .. ,., .. .. .. .. •. .... .... ..'.'.'...'.-.'.'.-.'.-.'...... ..'.'.'.-...'..-.-...-........'...... .. .. . . .. ... .................. ... .... . . . .. ..... ....... .. .............. .... .... ...... ,.._..... . ................. ........ ............... ' !. 1 .. .'.'.' L A FITNESS .:"...".'.'.'.'.'...'.'.'.'.'.'.'. ........................... .... :'.'.'. .'.'.'... . . .'.'.. . . .'.'.. . . .'.'.'. .....'.'.. ...'.'.. . . .'.'.'. .. .. .'.'.. ...'. .'.'.'......'.....'.'.'... ... ........................ FE- 10 10 ...................... ......... 40,072 S F •� , . N8918 38 E . .. .. . ... . . . . .. . . .. . . . . .. .. . . .. .. . . .. . . .. .. .. . . . . .. . . .. . . . . --... r< .. . . . . .. . . .. . . .. .. . ... .. . . .. .. . . .. .. .. .. .... _._-..._ , , •.'.•.'.'.'.'.'... 147.68 y"ri, ^1�I.IY'r'Illlli�'"W1'1.1"Y= Y"'..t' •'� . .. .. .. . . ... . .. .. .. .. .. . . .. . ......-..-.'.'..'.'. co. .. 'ivY' • .. ... . R... . •.'. . . . ....... ... .... ... . - - . . . . . .. ... . .. ........ . .. .. . ..... .. .. n , ..�. hOAL 1 ", f ................... .. .'. .....'.'.. ...'.'.. ....'.'. ......'.. 4 •ra�t"rte i, 3 ,.�...... 1 . . . . . . .. .. .. .. .. . ..::....', r ., .............. .. .... .. .•.......•...•..-.-. ... . . .. .... .. .. .. . . -,-- ,,i .. .... .... . - ,.,,.,,.._..___ ... ... ........ ... .. t /^ Yt ., _ _ s ca S� • SEE ARCH.PLANS FOR PROPOSED O . . . . . . . .. .. . . .. .. IMPROVEMENTS TO EXISTING BUILDING 1 . . . .. ... . INTERIOR,FACADE,AND SIDEWALK . . . . . .. . . .. .. .. . _— -- G O . . . .. . . .. .. . . _.._.�. 12 1 1 12' ., .12' 1 e - 0 , 10 F V . . . . . . ... . . ... 7 t .�, i ♦ 4 € . .. . . . ... . . .. . ` w 5 ♦ r; . . . . 3 - 3 ` 4 3 3 ILO 1 1R10, i Rio, R10' M 7 '-1 I` CA) 8 �♦ 1 . .. R10 , W77 11 rr R10' 5 U ` ' 3 , 1 1 . .. .... .. .. . 10 .: R R5 1 .. ... . I °_ ' l `t ttt 1t It t It It 1t � 1t t 1t I t t 1 , /\ 1 �♦ R5 ,.. - 4 , ... . . . .. _ ✓ co _ _,- 30.18' 18! 1 1 v� .. . , ; S, 24' 24' 24' ?`— 24' 24' 24' 3 ' 24' 1g._ ..... . . .. .. . . . ,.,' 6 1 < '° R45 ,. , cc -r, ' m � � -, 01 `1 � . , 01 rn n orn 1 1 - 1 rn �, `•,` O 1 .� 4 71 1 t sy, 1 zv s . . _ ,, �. Z : R10 R10 1 R5 13 l N 10 � O R15' ` ?, 3 _- a _ \ 3 � � =a 1 0. � .. � l4 I flu � .. .0 cn i i I V 8 R5' 11 ` i � ;i N N t �.., ;� a'.:-' S 9° 9'38' � o 1 acs) , , ''�`` ' 440.00 3 o �; z W 1 y 589°18'38"W _ �/ / n `V W .N � /L1 ,. `�. Q I: �G LL '201'4 PARKING INFORMATION 1 R1OQ, TOTAL Q SPACES 4 PARKING STALLS PER 1,000 SF a, 4 1 16.66' 1 1 I•.a O REQUIRED Q ,Y � _: �{ (BOC � ., Q L 1 � �p 104,261 SF 11,000 SF=417 PARKING SPACES _. KEYNOTES LEGEND ►— � 1 1. �. W, �- 417 24' 24' 3 24' 0 ' 1► 18 24' 3 24, 3 24'. ' (8f 30' 1O PROPOSED SWSL/4" O � TOTAL Z J O2 NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION 1, � 1 ' SPACES 569 PROPOSED SPACES:9'X 18'STANDARD @ 90° LL TO EXISTING CURB AND PAVEMENT Q5 1 .�.3 _ - ,� O3 PROPOSED'D'CURB PER FDOT INDEX N0.300 v ® R d y„ gt PROVIDED ® \t ® 1 3 w I ��� 5 PROPOSED SPACES:9'X 18'STANDARD @ 45° a W 1 t° t t " 1 t I t 1 t I 12 PROPOSED SPACES: 12'X 18'STANDARD @ 90°(A\CCESSIBLE SPACES) Z V O4 PROPOSED 24"WIDE WHITE PAINT STOP BAR ON / u.,, 3 H I O W PAVEMENT PER FDOT INDEX NO. 17346 t R16, R10' "`ta R10' R10' 2 13 R10' PAVEMENT SYMBOLS LEGiND O5 PROPOSED DYSL/6" I 10 2 3 O 2 3 1 R25' Z V CL O6 4.5'RADIUS TYPICAL UNLESS OTHERWISE NOTED 12 8 .. _ _ _ _W.._... ..__ _._.- _. ...____.___. ._ Uj _... E 1 W _ _ ,-._ _ wO PROPOSED ASPHALT OVERLAY(APPROXIMATE AREA) Z o O7 PROPOSED HANDICAP STRIPING(SEE DETAIL SHEET) R2 O , :- 11 n . (SCD .. •:..r.+...�+.w�"..w...w.w" ..ewa... .- . `+r �. � a .. _.... ,, __. ...,..... _. « .,. _ a, s - PROPOSED ASPHALT MI V Ll AY D ............ ao ............ LLANDO ER x _ O8 NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION, H TENSAR GLASGRID OR AP VLE UAL WITH PRO W Q C14 TO EXISTING CURB AND PAVEMENT o __.`� 9 4 sds DEQ C,,i O9 PROPOSED TRANSITION CURB PER FDOT INDEX NO.300 58918 38 'W SITE DATA � PROPOSED ASPHALT MILL AND OVERL��' ~ LL C 10 PROPOSED HANDICAP RAMP 1:12 MAX SLOPE,PER FDOT 569.18 W O co INDEX#304.TRUNCATED DOMES TO BE OVERLAY PAD,3' PROPOSED CONCRETE SIDEWALK(RLE DETAIL SHEET) STATEMENT OF INTENT: ° DEPTH AND WIDTH OF RAMP THE OWNER PROPOSES TO RECONSTRUCT THE FRONT PARKING FIELD ATLANTIC BOULEVARD 0 11 PROPOSED SIDEWALK,5%MAX.LONGITUDINAL SLOPE,2% SITE ADDRESS: ATLANTIC BOULEVARD(MULTIPLE) MAX.CROSS SLOPE BEFORE YOU DIGS PROPOSED LEGEND 0 12 PROP.NOSE DOWN CURB PER FDOT INDEX NO.300 PARCEL I.D.NUMBER: 177602-0040 CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINIM DAYS BEFORE (O LU 13 PROPOSED CROSSWALK STRIPPING PER FDOT ulccwcoRUlsrvRBlNceARrx ^ p� INDEX NO.17346 SITE TOTAL AREA: 14.04 AC.t � T (S) =STOP SIGN(R1-1),SEE DETAIL SHEET SWSU4" =SINGLE WHITE SOLID LINE/4"WIDE (D) =DO NOT ENTER SIGN(R5-1)SEE DETAIL SHEET DWSU4" =DOUBLE WHITE SOLID LINE/4"WIDE m T (H) =HANDICAP SIGN(FTP-20-04)SEE DETAIL SHEET Q FLOOD ZONE: * T (RO) =RIGHT TURN ONLY SIGN Sheet No. DWSU6" =DOUBLE WHITE SOLID LINE/6"WIDE 0 THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X IN SWSU12" =SINGLE WHITE SOLID LINE/12"WIDE KnowwhM'sbelow. -r (NRT) =NO RIGHT TURN YELLOW SOLID LINE/4"WIDE ACCORDANCE WITH THE FIRM MAP OF THE CITY OF ATLANTIC BEACH,DUVAL 0811 pdos�f• DYSU4" =DOUBLLt =PROPOSED LIGHTING,SEE SHEET LP-1 COUNTY,MAP NUMBER 0001),MAP DATED 417$9. �� TYP. =TYPICALL 0 w =HANDIClAP RAMP 537',2 1J ,W 86K 29' t - , O >I OtiCb . E _ ,, l� 5Road, o / 200 Bel j"�ti `\► �I � N Suite 2206 GRAPHIC Jacksonville Florida 32 256 80p 20 40 Phone 9 Fax 904 332 0997 i E .. ,. .... ....... .... ................_ _ - / M . :. 1 INCH 40 FEET Engineers - , + -- Surveyors eyo s� s- r �> _ Planners Pla rs " O T�V Landscape Architects Environmental Scientists�°43 58ConstructionN8 HMP M NH, ManagementQ2.4 Transportation/Traffic , '!►�- •.� kr , _..., Eng. C.O.A. No. 3215 Survey L.B. No. 7143 z._ Arch. Lia No.AA2600926 andscp C000029 L �1 FITNESS L .Lic.NoL s 1 ~ ` 2011 40,072 S.F. FFE = 10.10 w s,s � ,- N89 18'38 E ' _ I _ _ 17.68' Uj Y vv. F�^ S�. 1' 'ilYl.i,;£y. ii YY'tlYYYYiW YY'0.1"AI�.Y..Vi' - 3 s i ''t.t<'� �at'h1l�i ♦ C. z a > ,.. re Jl �. CL A SAWCUT AND MATCH -: r EXISTING SIDEWALK (TYP) Nv, _ u , 1^ .... ,.„ ki_s 4 E -. E n - 011 SAWCUT AND MATCH EXISTING 1 1= Ia� 1a a. IM I i CURB 1 TYP 1 9.30 i' 9.40 9.30 I g I a 9.50 9.40 9.40 19.45 9.20 9 33i:"; i 8.90 8.80 I mY'' 1 1 0- F-' ..--- 9.00 8.90 8.90 1 8.95 8.70 8.80 8.80 1 1 880 1 r, 1 $:95 19.4bt s • 5 9.70 ♦ CSJ � 1 I '„ , - 9 z_ g�8.95) (• .35) (9.05 9.20 (9.48) O 9.25; w• - 09t ,. ;�. e =fix,. �♦ 57 9.10 9.30 _ - 0 „ 9.10 9.2 ' 1 . ; I, 9, 7. 1 9:25 ,9.00 I 5 O 30 0 8.60 8.80 I 9.3 9 ( ) 9.10 - 7 ° 10.45 8.60 � 0 .-. 75 8.50 8.60 ! ., 8.7�= -w, i :" - I ,..��; `r', -.�•<. ;.�:�5" '10.15 3 ,. 8.80 6�0 8 I t i 8.60 8.85 i 9.A5 , 9.40:.: 9.50 1 8.80 8.80 I l 9.20 ' 1 I 1 I (8.70} (8.195) I (8.90) (9.00) 9.35 9. 5 W 1 1 1 1= 1 1 � TL\ i � 1= 8.'30 8.25 I .. _.<% i 'g 4 2 w 1 I 1 8.50 8.30 7.75 I , 1 '8 i 5 8.20 �^ I 8.20 1 1 � 8.35 8.25 8.15 8.30 I T 7.70 1 w •.. ., .. ` tg.20 I 7.65 7.70 1 3s 8.00 T. �3 1.-. . 7. 5 7 7.65 7.80 1 0 TOP OF CURB ` +; 7.70 $ 7. 5 A78ey 1 1 1 TO MATCH EXISTING I 0.0 to 1 8.70 18.9. 8.7 f$.75 9.15 9.50 9.75 1 SIDEWALK 8.40 �. - 1 8.00 1 8.00 8.10 1 7.90 1 9.00 9.25 9.50 OI --- 1 .4 '." 8.25 25 (8• ) 1 2V 8.10 8.10 8.00 I 8 0 7.50 7. - O OI 8.15 18.30 7.50 I 7.60 1 �� o v _ °> 8.10 E.,} 8.10 18.25 8.05 7.60 7.60 , 9.20 ti ;. 7.85 7.60 I 7.65 7.55 7.60 1."'7:80 7.50 8.20 i - *� 7.60 >; :: 7.75 I �� � IF►�i e - d' 8.00 7.35 7.. I I 7.70 i O 8.70 70 1 r CA.;. T:- I 10.20, _ .. .: I A£ .-. 9. 9.70 O 1 7.50 20 I a n. : m r tt�Y'-3. 20 ,°� y0 8.95E 9.70 9 i I I r 1 8.15 . 3 $ 8.50 la 8.85 8.45 9.00; 9.20 9145 1 N� ,; 1 M tt m.:, � °,°„ -�- ��j z�9r� 7.65) .� ,.r 7.70 a �. 8.20 8.35 �_._._.. ......___ 8.00 ,� �r. _ _. t r r „; 7.55 _. 1 7.90' 760 I _ 1 10 740 ,�� 1 ;_> ,.a 8 1 d t t Cs ),.. G ° 1 •, t I 8.30 7" 1 6 .,....,....am,..,..w..,..... _."....a..n,.w._....a...-ten,, .....A--.3eca ,1 1 � 7.80 I i ' I � I 7.90 8.00 1 8.05 7.90 7.90 7.57 �� s » 0 8.00 I 8• 8.00 ,.'£ I 7.75 7.50 7:40'' 7.50 7,55 7.40 '7.40 £ KNOCK-DOWN CURB 901938 I I 8.05 _ 1 I __ter.... .� _ -e ". 7.50 17.70 7.50 7.55 1 TO MATCH EXISTING -�.. .. - 1 -s€ i; ASPHALT GRADES �-�q A 440 00 1 I 1 i 8.10 8.15 8.00 ^ t rk o 1 10 8.10 x-8.15 i 8.35 8.00 7.50 - S89 18 38 W 7.65 1 > - GENERAL GRADING NOTES �r ,:- 7:60 8.30 7.60 7.65, 8840 7.85 7.60 8.40 7.50 7AF 1 :. � a Q a O N O E ' 201 42 ' 7.80 �•eo 7.eo 6.40 . . 1€ a v /'' _ _ ------- � w :1 ------- ?€ - PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL -------�-\ 8.35 € 7.61 I 1 ---"- _---"- 40 H ` _ ti O NSTALL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON PLANS AMD _ 790 t ; 8.25 HP 7.85 `� " ------- ------ - I '_ r. 2 8.45 -- PROVIDED FOR IN FDOT INDEX NO. 102.AS CONSTRUCTION PROGRESSES,THE `7.75 8.60 �` 7.90 8.50 8.40 1 H 1 8.107.95 8.40 8.00 8.35 8.25 7 0 1 OUTPARCEL 1 O O CONTRACTOR SHALL PERIODICALLY CHECK THE SEDIMENTATION CONTROLS AND 0. -r 7.85 7.75 I 7.65 O �' REPAIR THEM AS NECESSARY TO KEEP THEM IN GOOD FUNCTIONING ORDER.THE ,0 .90 --- - Hp 7 8 O.BS AC ~ CONTRACTOR SHALL ALSO PROTECT INLETS AND OTHER SITE APPURTENANCES FROM -� n � g ,,, F-•a 1 1 PROP.3'WIt?1= LWME I O C 'p SEE DETAIL SHEET 8.50 1 ]BEFORE YOU DIG! SEDIMENTATION USING PROTECTION AS DETAILED IN EROSION&SEDIMENTATION O C Yco 1= 1 7.34E 1 O CALL SUN AHI STATE ONE CALL OF FLORIDA CONTROL PLANS. O ?� U E O Qj Z W ' y a (TYP) 8.00 °7c I € ~¢' °Iwo FULL BUSINESS DAYS BUTO N N IZ W •+ O N 8.30 I= c,. 7.60 1 7.95 R: f D14t cwc on DISNRBDiG FARPD N S Q. U M O „ 1 8• U t is X70 F_ 8 ,u µ,.Vi .20 7.80 M Y; 2.THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES (PAVING, 7.45 1 8.60 7.80 7'.%0 " 8. g 8.20 7.95..x, :•.•:. 750 3 70'"7 S(f , �; .� GRASSING, MULCHING AND SODDING}AS SOON AS PRACTICABLE FOLLOWING FINALE 07.70 T £ 1 .` a 7; t B a f .4 * GRADING OF THE SITE. 8.10 s.: .35 „ _ 7.70 - z 3. ;, :, ,_ ^-° v • � £' q _^, r:%" `' ',. `. � A� FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION OF 1 8.00 _ Know wharabelow. POTENTIAL EROSION AREAS,THE CONTRACTOR SHALL REMOVE SEDIMENTATION Z 8.46 8.15 0 F 1 7.85 8.10 I 7.> 8.15 0$° (7 90) f 7 6 x y 9 c 7. 8 i Cell before you dig. Q 7•g6 20 I 8.25 ° -� 7 60 1 7:$ 7. c s l ( f3 7.8 F•9 w w � CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE t 1 7 75 7.5Q' 7.65 - _ , w t' I I tw, E CONSTRUCTION ACTIVITIES.ANY SILTATION IN THE STORMWATER SYSTEM SHALL J a } 7.45 7.70 .k I a _„_ ..w._, a,,4 ` COMPLETELY FLUSHED PRIOR TO CERTIFICATION OF COMPLETION. , __.__.. _.__..... 4 BE IN ZONE X IN ACLU CORDANCE WITH THE FIRM MAP OIF / COMPLE a V a THISPROPERTY CITY OF ATLANTIC BEACON,DUVAL COUNTY,MAP NUMBER 0001,MAP DATED a ,a,. ..,���. .� ►.-� - 4-17-89. - 0 -- ENT SURROUNDING DEVELOPMENT 5.CONTRACTOR SHALL FIELD VERIFY EXISTING AND � :�zr,� R� GRADES AND CONTACT ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO Z 58918 38 ' _ M ' CONSTRUCTION. . SAWCUT AND MATCH 12 DRAINAGE FLOW AWAY FROM BLDG AND TH,4T A Q 56'9.18 EXISTING EDGE OF 6.CONTRACTOR SHALL VERIFY POSITIVE ee ee PAVEMENT AND CURBIFO� MINIMUM SLOPE OF AT LEAST 1%IN THE DIRECTION OF DRAINAGE FLOW INDICATED Q O W A (�,P} o CAN BE ACHIEVED. CC m s G V ATLANTIC BOULEVARD � 9.74' m STORM SEWER SYSTEM NOTES 0 Z CL SAWCUT AND MATCH SAWCUT AND MATCH v 1 O � „ EXISTING ASPHALT EXISTING ASPHALT F CL `` Z 1. PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS DO NOT INCLUDE SEGMENT TO IBE �![ 4n 9.10 INCLUDED UNDER UNIT PRICE FOR M.E.S.(A.K.A.DIMENSION F,F.D.O.T.INDEX NO.273). W Q 2. FOR INLET BOTTOMS SEE FDOT INDEX NO.200. LL I FOR S 4 INSTALLED WITH TRAFFI& 0 8.15 i - Uj / f 3 SUPPLEMENTAL DETAILS SEE FDOT IN I f+f r` 7 85 ,? ALL DRAINAGE STRUCTURES,INCLUDING CLEAN-OUTS,SHALL BE INST 0 0Z 7 85 PROPOSED IMILL AND 8 BEARING GRATES,TOPS,RINGS AND COVERS,ETC AS APPLICABLE OVERLAY ASPHALT f t D 7.55 G RETICULINE ST SLUR ACE DRAINAGE NOTES. 8 - 5 ALL PROPOSED INLET GRATES S 6 SEE SHEET C-2,GRADING,FOR F L 7.32 ,� _ _ m ..-- - -_ ---- - -- � `m" ~ _ 7. PIPE SUBSTITUTION MUST BE APPROVED BY THE COUNTY ENGINEER V 0 m PROPOSED LEGEND N LT AND BUILD UP TO PROPOSED GRADES a MILL AND OVERLAY EXISTIN;�SPHALT MILL AND OVERLAY EXISTING SPHALT OVERLAY EXISTING ASPHA'! 6 c `7 -PROPOSED CONTOUR \M.E: -MATCH EXISTING co XXX -EDGE OF PAVEMENT/SIDEWALLX ELEV•Uj Sheet o. ------- -HIGH POINT \X_y -TOP OF CURB ELEV. h . SECTION "A" - "A" p /--- -PROP.SIDE SLOPE X' -EDGE OF PAVEMENT ELEV. O XX 4:1 SCALE: HORIZ.: 1"=20',VERT.: 1" =2' -�- -PROP.FLOW DIRECTION 0 4 (�X.XX) -EXISTING GRADE _ � w -EXISTING CONTOUR 0�7 r' DIMENSION&TYPE MIN.DIMENSIONS DOWEL DIAMETER=T/8(IN) DOWEL DIAMETER=T/8(IN) Concrete Section A B CA B _ C 16"LONG SMOOTH DOWEL @ 18"O.C. Loadl um er 6" 0" 12„ 16”LONG SMOOTH DOWEL @ 18"O.C. DOWEL SLEEVE(CLOSED Drive-thru 6" 0" 12" 2" 6" 12" END)TO FIT DOWEL AND 5200 Belfort Road, VERTICAL SAW-CUT POURED JOINT POURED JOINT BE SECURED 4000 PSI conc. Suite 220 3/16"MIN. SEALING COMPOUND T=PAVEMENT T=PAVEMENT THICKNESS SEALING COMPOUN THICKNESS . •, -.�: paving(min.) Asphalt Topping l Jacksonville Florida-1 32256 ' •- } Phone 904 332 0999 C-4 ' ' �,•. :^'e� ;.;;,' w/wire mesh �,- SEE SHEET FOR PROPOSED z cli -� — Q Fax 904 332 0997 a - /4"M SIDEWALK SECTION e E . .•.•::.••::.:.•': :,J' - reg �{ n y "'4�f 5...: • - - ..•- - .. • •'• ••-� ..• ,,.... -- . -•w•. +.4 ,,.. S. ..,. . •- - ^ .a .. •.: . >. "..• =.'•f-:r'M CLEARANCE � m base ' 1 1 tN Compacted Aggregate �'' - P p-C3SE©.PA�ic)1A •�. .... .. ...:4•:::..,,•;.,:.: ..,. . .. -.. �::...•' Crushed Llmerock B �. . . . ':;: :'.�. ; .. ...-.... ... -... .,. .. ase �, Engineers OGRID LOCATION � �������-- -'•-� �� MONOLITHIC COINCRETE ��FS7r ,, m gc ' 0 REMAIN) 3000 PSI F � _ (T N) .:���� „ �� ,- HANDICAP RAMIP ( ) 6" A �,€: � �(�- I) ,It � � �_ �_ _ , ��£?'.�r -� Surveyors TOP 118"NO -• - -_ " Architects SAWCU TOP 1/8"NO ��/ L� U U SEALING COMPOUND SEALING COMPOUND OWEL•r0 BE LUBRICA D ` NOTE: 3/16"MIN. EXPANSION 6" \ RAMP Compacted Subgrade as specified Compacted Planners 1.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT JOINT FILLER 1:12 in soils report Subgrade(TO REMAIN) Landscape Architects HORIZONTALLY BY USE OF A MECHANICAL RIG. NOTE: �s - Environmental Scientists 2.DRILLING BY HAND IS NOT ACCEPTABLE,PUSHING DOWEL 5�.���' ° BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 1.DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. o°o °3,'0 0 NOTE:WHERE TENSAR GEOGRID IS PROPOSED,CONTRACTOR Construction LANDING °°0°0°°°° 0°0°o SHALL INSTALL PER MANUFACTURES RECOMMENDATIONS. Management BUTT JOINT TRANSVERSE EXPANSION JOINT 5'MIN. RAMP o°Ooo00 0 0x00 Transportation/Traffic 1:12AM °°a001 10 °o°°o OA 6"STANDARD DUTY CONCRETE WITH A MINIMUM 2Qd_DAY COMPRESSIVE AO 2"FDOT TYPE S-III ASPHALTIC WEARING SURFACE COMPA(rTED TO DOWEL DIAMETER=T/8(IN) °°C°° STRENGTH OF AT LEAST 4,000 POUNDS PER SQUARZE INCH. 12'x 12' 95%OF THE LABORATORY MARSHALL DENSITY. REFER TO)THE Eng. C.O.A. No. 3215 16"LONG SMOOTH DOWEL @ 18"O.C. VERTICAL SAW-CUT MAXIMUM CONTROL JOINT SPACING @ 2 INCH DEPTH.REFER TO GEOTECHNICAL REPORT. Survey L.B. No. 7143 T=PAVEMENT 3/16"MIN. POURED JOINT GEOTECHNICAL REPORT. THICKNESS SEALING COMPOUND Arch. Lia No.AA2600926 @)6'LIMEROCK BASE COURSE WITH A MINIMUM LBR OF 100 PLLACED IN VERTICAL SAW-CUT POURED JOINT ©N/A. MAXIMUM 6 INCH LIFTS WITH EACH LIFT COMPACTED TO 9�%OF Landscp.Lia No. LC0000298 :.:..• :.. ; •; c- '.•::-:? ©2011 3/16"MIN. ., :?•:.:••. _. :.•.: S ALING COMPOUND c� � . ..,. .•:. •� ;:,.i..:••••'•'.•'.••:.: _...... T=PAVEMENT ; :' ::.•:�,_:.�. �;�.` r•:,:r'.•. +:_-:. : '''_'~ i .' ASPHALT MODIFIED PROCTOR MAXIMUM DRY DENSITY.MEETING THLE THICKNESS {' Y' "' ': =-":' ': " ©12"FREE DRAINING STABILIZED SUBGRADE,COMPACTED TO 95%OF REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS FOIA ROAD (FIRST POUR) SECOND POUR ►- �- �::n,,•..'':'•.. :'.: -:•: MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY r ,. ,...r.: •,•..�:. ..�. :,. " ((ASTM D1557 . REFER _ 4 ( ) AND BRIDGE CONSTRUCTION. REFER TO GEOTECHNICAL 0 SPORT. ` ,: '!'~ ` _. ' •~" ' -`} '''`':,�:' TO GEOTECHNICAL REPORT. ui t�C 10"SUBBASE STABILIZED TO A MINIMUM LBR OF 40 AND a � ��.�� `•+ �- . •• .- -� � CONCRETE CURB&GUTTER `� •� - - 1-1/4"MII. TOP 1/8"NO COMPACTED TO AT LEAST 98%OF THE MODIFIED MAXIMUNII DRY Y • �.+; :;•.:�;,' ':.:;.:.--. :._ CLEARANCE SEALING COMPOUND (TYPE F) DENSITY(ASTM D-1557,AASHTO T-180). 3 co TOP O No CONTRACTION JOINT FDOT INDEX 304 CR-12. SEALING COMPOUND DOWEL TO BE LUBRICATED DOWEL SLEEVE(CLOSED END) CONCRETE PAVINQ; SECTION ASPHALT PAVING SECTION w TO FIT DOWEL AND BE SECURED N.T.S. NOTE: RAMP TYPE A N.T.S. 1.DOWELS SHALL BE SUPPORTED BY AN APPROVED pIEVICE. N.T.S. CONSTRUCTION JOINT CONCRETE JOINT DETAILS m 12" 30" co CONCRETE CURB&GUTTER(TYPICAL) B PARKING BY CONC.2500 PSI DISABLED PERMIT ch 6" ONLY 1" FLARED OPTION •... 4 !f. •4- - O ~ z $250 FINE Z (,, - DETECTABLE WARNING AREA(TRUNCATED DOME COUNTY ORD. SEE SITE PLAN FOR CROSSWALK PATTERN SHALL BE IN-LINE WITH DIRECTION OF O STRIPING(IF SHOWN ON PLAN) N TRAVEL) 6" : w SECTION "C"-"C" 30" X 30" LLIC 2" M STANDARD RED AND WHITE SIGN R1-1 0 C 3' CONCRETE SIDEWALK C w MOUNT m R5-1 A :; L Q C&G SIGN STOP SIGN DETAIL SEE W PLAN HERE_ _ a '� FOR SLOPE GRADING DO NOT ENTER SIGN DE`TA Z OST z 2%MAX. a "U"CHANNEL P � ° --��- w :. (2 LBS./FT.) ai 2'R EO 4" 1. ALL LETTERS ARE 1"SERIES"C"PER MUTCD , - I 3'BOLLAIRD IN z B +1--' TRAFFIC AREAS 4 2. TOP PORTION OF SIGN SHALL HAVE "B"-"B11 i �� ,� �� SLOPE TOP REFLECTORIZED(ENGINEERING GRNDE) SECTION B - B OF CONCRETE BLUE BACKGROUND WITH WHITE a B PL/ VIEW GROUND SURFACE REFLECTORIZED LEGEND&BORDER KEYN •�. r-2" C D �.9 E Ir�.GG'�D \ LANDING AREA 3. BOTTOM PORTION OF SIGN SHALL HAVE A A CONCRkTE CU*AND GUTTER(SEE PLAN) CURBED OPTION CONCRETE: DAY COMPRESSION STRENGTH,2,500 B LIMITS W DETECTABLE WARNING AREA(3'PER ADA ON-SITE P.S.1.,4"THI MINIMUM W/6X6-W1.4XW1.4 WWF. PC CONCRETE REFLECTORIZED(ENGINEERING GRADE) OR AS R€1EQUIRED BY FDOT INDEX#304 WITHIN R" PLAN i 9 WHITE BACKGROUND WITH BLACK OPAQUE c LIMITS�F RAMPED SIDEWALK,1:12(8.33%)SLOPE MAXIMUM • 41. a LEGEND&BORDER D LIMITS W LANDING AREA(W ONSITE OR AS REQUIRED BY 3" FOOT INDEX#304 WITHIN RNV) DETECTABLE WARNING 4. FINE NOTIFICATION SIGN SHALL HAVE A N r P vaR1Es REFLECTORIZED(ENGINEERING GRADE) TOP OF RAMP � WHITE BACKGROUND WITH BLACK OPAQUE 1. DETEOTWILE WARNING AREA(INCLUDING COLOR, (ROUNDED) ca LEGEND&BORDER TR��rED DOMES,SPECIFICATIONS,ETC.)SHALL BE IN 0 '°` •ANCE WITH FOOT IFEX#304 LATEST EDITION 2�0 MAX. 8.33 MN - NOTE: F LIME DETAIL 5. ONE(1)SIGN REQUIRED FOR EACH PARKING 2• ALLRIGMARERIALS FOR TRUNCATED DOMES WITHIN THE FDOT :' r ® © � © 4 4 p ALL SIGNS SHALL COMPLY WITH U.S.DARTMENT OF SPACE. QUALI�F-WAY SHALL BE IN ACCORDANCE WITH THE FDOT 4"AGGREGATE BASE COURSE COMPACTED Z N.T.S. TRANSPORTATION,FEDERAL HIGHWAY 91DMINISTRATION'S FED PRODUCT LIST(OPL) TO 90%STANDARD PROCTOR(TYPICAL) "MANUAL ON UNIFORM TRAFFIC CONTRA DEVICES", 6. INSTALLATION HEIGHT OF SHALL BE 7'-0" TO 3 A CRITERIA FOR DETECTABLE WARNINGS: r LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST " (A) RAMP DETECTABLE WARNING SURFACE SHALL SECTION A-A W ' IN ACCORDANCE WITH MANUFACTURE I THE BOTTOM OF THE PARKING EY DISABLED �E COMPLETE AND UNIFORM IN COLOR AND TEXTURE O w a. O O O Rf S INSTRUCTIONS. Z PERMIT ONLY"SIGN.CLEARANCE TO FINISH (B) �%OF THE INDIVIDUAL TRUNCATED DOMES MUST a Q t3. N � CbMPLY WITH THE DESIGN CRITERIA a V GRADE (C) TiyIA�ERE MAY BE NO MORE THAN 4 NON-COMPLYING Z W 2 STANDARD SIGN BASE (D) NR)TWO IN ANY ONE SQUARE FOOT OF SURFACE 9 TYP I CAL HAN D I CAP SIGN % PLIIpNT A ADJACENT DOMES MAY BE NOW 0) N.T.S. " (E) %RFACE MAY NOT DEVIATE MORE THAN 0.10"FROM J '�.) (,-,SrP.) (TYP.) N.T.S. s A,TrRUEP,�,E ADA RAMP DETAIL 2" 2 R s" 6" s" 6" 6" " s" 6" 31 N.T.S. DTRAMP-C �,�• > W m m m I Joint Seal C D o o M m m m TRANS. v°'i 3 Ze a a 2 ai Z w TOP OF CURB - — 311 Asphalt Pav't. p 0 U Q r j D 5 ii `;0 4 R PAVEMENT HANDICAPPED PAVEMENT SYMBOL ELEVATION VIEW Q (SOLID WHITE) (�'P) STOP BAR TO BE PLACED 4' MII�• FROM EDGE 1 u A 4"CONCRETE OF CROSS WALK (PER FDOT MUTCD 2000), G NOSE DOWN CURB DETAIL �1 2 Exp. Joint And � SLAB PLAN. OTHERWISE SHOWN O� THE SITE � O Preformed Joint Filler Z 5. EDGE OF THE CROSSWALK w J U. N W a TYPE D CURB W _ w a 12' N.T.S.9 1�_ z V E 61f R Q a v A TOOLED Z 2' MIN. W W 60 PLAN JOINTS @ 5' Q O m o SIGNAGE J C� 5° :. N 0°cli 0°0°0°°° _ 6"SCH.40 STEEL PIPE •..•.:•-:. .., .• Z o 0 0 0 00000000000 12:1 SLOPE (MAX.) . :•,- O 00000000000 W/ DETECTABLE WARNINGS WITHTOlROUN W WITH TOP ROUNDED. 2"SAND Z � — 00000000000 (TYPICAL – PER ADA) q 4"P.C.CONCRETE PROP. 3 EACH EQUIDISTANT 6" 3 ro" PAVEMENT OR a 3' MIN FROM ♦W♦nn a BOLLARD ((�) FTP-25 WHITE DIAGONALS ® 60' 13/8" FINISHED GRADE SECTION A-A VLL (TYP•) EQUALLY SPACED 00 _ I "`I MINIMUM 2500 P.S.I. FACE COF CURB O z (SEE DET IL THIS w SHEET) CONCRETE REQUIRED W ADA PfARKING NOTES: . NOTES: J , � -•. -: ,• .: :, � � �- � •.•. 3'COVER Q (1) AL{L HANDICAPPED PA KING SPACES MUST BE SIGNED AND MARKED PER STANDARDS ESTABLISHED BY THE _ ° "STOP" BAR SHALL BE 24" WIDE AND 1g' FOOT LONG V N Z U � AMIERICANS WITH DISA ILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). . N • S r; r, FI POSTOw/CNONCRETE 1. 3/4"x4"PREMOLDED EXPANSIION MATERIALS AROUND P.P.OR OTHER STRUCTURES IN WALK. OR AS SHOWN ON SITE PLAN, WHITE DEFLECTIVE (2) p{IRKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN 3/4" z 2. EXPANSION JOINTS MAXIMUM DISTANCE=100',USED 3/4"x4"PREMOLDED EXPANSION MATERIAL. PAINT. (SEE SITE PLAN FOR LOCATIOI�6) o ALIL DIRECTIONS. LU W (3) AD)A PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A in 3 CONCRETE MINIMUM 2500 PSI P.C. 3. CONTRACTION JOINTS MAXIMUM DISTANCE=21',SAW CUT 2"DEEP AND FILL WITH HOT POURED SEALER. STOP BAR DETAIL WITH SIGNAGE SIGN SHOWING THEA ESSIBLE SYMBOL. 3 (� (TYP•) 4. SAW CUT JOINTS WITHIN 24 I•�{OURS. (4) AD)A SIGNS ARE TO B LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE AND MOUNTED, 0 EITAHER ON A POLE O A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. 8.. Greenstreak Paving Cep Seal Sheet NO. 0 NOTE: (5) SIL�WALK RAMPS FRO TING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH of parking Profile#610-See spe0ifications ALL PIPES SHALL BE AD�AAG 4.29.2. PAINTED TRAFFIC YELLOW o space for additional informaWn• ANDICAP PARKING DETAIL C� ICRETE SIDEWALK DETAIL HANDICAP SYMBOL PIPE BOLLARD N.T.S. W N.T.S. TYPICAL EXPANSION JOINT N.T.S. R E V I S I NS - ----- -- - Ln PER O "� tASEti/ENT Cava -I _ 585 I r�3247-442 //- - _ - ._ _ - _ CO REV # DATE BY: - -- _ + + + .�r� ���,« + - �- �- + + + + + + + LL -e-o -O�n T (p o.o I e=° : �I,�o 0- o-.e- -t}.� .a- ---�c�-e-��4 �-.�L o�o_o o.o o. 1.85' I 0 // l ra�0;.R� - - - El - - + -6.0119.0 l l + 6 + +' + T- .� + + + 4W��Et£�a �20'_ + + + + + + 1 1 �� � O 1 Z/Z/ 1 1 �I . P . o.o o.o f/ .o o.l _ ��r.po 0. _o--o.�--o:e_o -e-e --a..o_0_025 'NAt�.,�Una�,oEAa,��,T"6 0 0.0e o- o=e- e:a _a. v.o= -- �-�.a�„�_o.o o_o o.o _ rrnn. 1 / - _ _ OA 2509- DIMH - - 1 U I /Oh S85°37'27"E+ + + " - + + + + + + --� - + + + + + + + + + 1 �' �' X Z -- o.o o.o o.p /�o.0 0. 0.0 0m0j),0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.�'v.�- -�Xo- �-•� o.o o.o o.o .o----o-e--o _0- e-:c� Il, 0.0 0. -o �.o o -o-b o o.o +� �o - _ _ _ -� _ 1 i I l I �'/ RE1ENflON POND _ '� - � - - _- _ -"-' _--__ 0.0 0. 0. / o.o l.b o.o +o.o i►.o o'o o.o + .o o.o o.o 0 0.0 0.0 0.(0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0-00A.o o. 0.0 +d o � -� +0.-01.0 _ o. o �.1.� ,h �. 11 / Pii/ � 1 �d.29 P = C] 0.0 AFP o.o / o.o o.o o.j��✓.o o.j o.o o.o o.o� .0 0.0 0.0 0�0-���.-0 �-0-0-o-Ta..a- -o.�- �.a�o\ o.o o.o o.o o.o olo o.o o.o deo 0.0 0.0 0.,0 0. 0�0 0.o q.o ❑ � � �. 1//DlrcH+ / + + + ,� + I + + + + + + + + + + I� + + + � + + + + + + + + + / 1 J 0 .0 0.0 (p/.o 0.0/ 0.0 10/ ).G-��ar o.o ojo o.o 0.0 0.0 0.0 0.0 0.0 0.(0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.�\ 0.0 0.0 0.0 0.0\ o.o .o d.� o.o o.o o.. o o.ol o.o o.o o.b m ❑ U] j j!tco/ / CONC. \ 30.0 0.0 0. .o 0.10 0.0 0.0 .'0 0.0 0.0 010 0.0 0.0 0. o.o o.o o.o ec.c� 0.0 0.0 0.0 .0 0.0 0.0 0:0 0.0 + o o.0 0.0 0.0 q.o o. +d. t� + 0 + + +0.0 + 1 0 0 0 0 0.0 0.o 0-(,) 0.0 0.0 01 / 0.0 0l. 0.0 0 0 0.0 0.0 0 0 0 �i:o o- a.-o- -oro - o.o o.o +0 +0.0 o.o o� t+a o.o 0.01 0. o.l• o..0 0..0ti o.0 0 0 10.0 0.0 � - a I O/R 2411-11�1 / / I'll , • i ,. � � 1 1 N N � 1 ❑ 3 + I i + + + + + + / / + + + + + + + �' - + + 1 + + - + a + + + + + a o.o o.o o.o o.o o.N82'°43,98@E o.0 0.0 0-c0 o.0 0.0 /� o.o /o.p o.0 0.0 0. O��Tf o o.o o.o o.o o.o o.o o.o o.o o.o �e.o oho 1. oho omo o..oN o.0 o.6 o\�0 0.0 0.0 L • 1 0.0 o.q o.o o.o o.o I o.0 0.0 0_0 =0_0_0.1 ---cr, �_-0e-�w.o 9 / .o o.o o.o o.o a.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o..pl. oho o.o 0..(0 0.0 0.0 \00\ 0.0 0.0 �- 1 .01 e-'o sZ -0-e -0-0 0.0 0.o-O-o-cro 0.0 � , o.0 0C0*"'O �0.� 0.0 0 0.0 0.0 0.0 0.0 0.0 01. o.o o.o o. .o o.o o.0 .0 0.0 0 0x }� 0 5683-366 W.4 ER ELEV.= 1 EASEMENT PER 1 ��--- I \ �i •-J 1 0.0 0.0 10.01 .0 0.60, �AjOAG 0.0 0.0 0.0 0.0 0.0 ---G '00 0-.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 O.0 b1. 0.0 0.0 0. + \ + \ ` V ELEC. 0 0.0 0.0 0.0 0.1 0.0 0.1 4 PAD 0 1 10.07 \ \ \ 1 d1 \�.o o.o_o� 0 0 o.o o.0 0.0 0. � 0.0 _o.o o.o-o_o-o_oX o. - o.o o.o o.0 0.0 0.0 0 0.0 0.0 0#48W 138.6 0.1 o•1 1 C&C1 \ ?� 1 1 1 ' / 1 t - - - - - 1-STORY MASONRY �EPAPZEC. + + + + + x+ 147.68' �POLER \ 0.0 0.0 0�0 01 0 0 F0 0.0 .0 + b 0.0 0.0 0.0 0. 1o4;2s1 so. Fr. 0.0 0.0 0.0 0. - gam+e (.; - + , 2 0.2 0.3 1 1 1 \ ADDRESS S OF BUILDING ARLE' L - - - _-.�- '�: T }• 1 I - - -- --- - 953, 961, 967, 971, 973, eA 977, 979, -- - \ 1 0. 0.q 0! 0 O 0.0 (�-� 0.0 0.0 983 985, 987 989A, 989W, 991. 993 - + + .0 0.0 0.0 0.0 0.l0 0.0 0.0 0.0 0.2 \+ b.4 + S 995, 997, 991, 1001, 1003, 1007, 1009, A• ��b 0•3 \ 4..J 1 1 11 1 1 + 1013, 1015, 1021 - - -- - - -_ -._- - - -1 POLE \ 1 0 o I �.q1 0.01Lo1 0.0 .0 lo.o o.0 10.6 0.8. + 9 `1.2 0.8 o.'x\ W ❑ 1 11 1 1 Z I 1 0.o b 0110.0 0�0 10.; d.0 10.0 0.0 ---1 1 1 0l 1 1 Z 1 ( 1 1.4 1'.7 2\t + .4 & 1.5 1 S7o v' • • .0 .Lo 0.0 10.0 0. - r _ �- -�- - - - - - - -I (+ +I + ?�\'�. + + I ( - - - ------- -f T L -- - coy s/W 2.5 .0 5.2 �<7 4 .7 2.1 1.2 1 1 1 1 1 1 1 + F+� Tr- - �_ � 1 +1 I1 1 , I I +t 0 0 0.01 d 0 0 0 010 0 0 0.0 0. 1 1 .8 6.3 6.2 5.8 6.6 6.7 i7 5 ° 1 e 1 .� 71�8-2 io:8 6 3 5. .511 0 + + + + + + + +6 + + + + + + 1 V 1 1 h I K 6 9 5.2L _ _ - - - - - - - - - - - - - - J 5.6 Ny 7.3 6.0 �.6� 5. 3. 9 1 . 9 1 .2 EL STT 11 ANCHOR + + 1 \ + I li + I + + + � -� O, 0. �0. 0 0 0.0 0. I .6 5.2 7 .5 6.6 9.1 9.1 9.0 7 .6 7.7 7.4 11.l 12.1 + + + + .5 7.1 8.1 10.7 9.4 11.3 11.9 10 9 6.9 9. 6. 7. 6.9 T+6�` + + +�� + + + + -P+ + + +IM-Ikielq •VF � � � � � I}3T6T1j4�6� 5`2 7.1 5.9 7.3 8.0 7.0 �5 6 .6 2.9 1.4 0.7 .3 1 1 .11 0.01 1 .0' OI O 10. + 1 1 �2 9 5.9 + 7 1 . .0 9.5 8 8.4 4 12 + + 9. 7.7 + .2 11.6 + + 0 1 .3 8.7 8.4 7.2 7.8 6.4 +8.0 9.5 9.7 8.7 + \ \$- 1 1D�1 .5 12.3 6. 8 7.6 6.9 7 .6 6.1 7.9 9.5 9.9 8.6 + �.8 0.8 0.3 0 1+ + + ► 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + +\ +0 + + �+ 1 0. 11 110.0 1 0 1\1 0 1 10.1 01. 1 51. .5 10 .6j 9t.3-- 1 j 8t.0 .5 j 7,2. .3 2.0 ._ j•t8 �2 f 4 .4 ij }0 8.4 9.1 fl.Q 7.9 7.5 9j.4 11 2. .9 \$ 3 7 7 9 6.9 4 .� 2. +1 "N .6 0.3 0.2 0 T T i jT T T \ \ 1 1 01 .2 - r �0 2 '0 I I-2_5 4.6 6 . .7 9. + .9 8.5--� . + .0 8.3 + + .5 11. .4 11.2 9 9.8 8.3 10. 14.0 11.0 12.7 13.4 12.6 10.1 11.37.7 8. + 7 8.4 + + 9.1 + y + + + + + + + \`sem° + 'J 1 1 1 L } -1 I 1 _ I 7.1 +8.1 8.9 7 .5 4.5 1 .9® .`7\ . c�\,O.1 0 1 1 \ 1 c 0. 0 14 0�.3�IG 0.4o IOP R 01. I --2-$ 3.3 .9 6. .2 7.3 7.3 8.5 8. 13.7 14.2 8. .7 12.4 3 0 7•9 7.9 9.0 1 9.6 1 .8 6.1 6.2 + . 8.0 + + + + + + + + + + 1 1, I AAs 1 Pte£ 1 I - 6.8 5.2 6.3 7.5 6.8 5.9 3.3 1.5 0.7 0.�\0.2 0.1� TMKS 1 .4,�0. 1 �1 h .l X1.1 1 2 .4 3.8 .2 6. 7.1 7 .4 7 . 7.5 8.8 8. 8.8 13. 10.0 8.1 14.3 1 .2 4.5 8.1 7.9 ,4 4.5 4.8 8. 8,2 9.0 +8-.3 7.1 5.4 2.6 1.6 0.5 0.2 0.1 _'b + 1 11 . + + �+ + 1 0.6/ 311 1 .18 �.2 6 2 1 0. 9 1.7 '2.6 .2 4. '5- .4 5.8 7.7 .9 6.9 6.5 .4 9.6 7 i1 3.5 .7 5.2 7.2 9.0 8.2 8.4 6.,4 5.0 4.2 4.0 5.6 7.4 '9.2 8.2 8.6 4 .2 8 . 1 I - I - 126.77' 1 + + + + + + + + + + + + + + + + + _ P 1-STORY MASONRY ❑ jl 1 1. 9 1+ . 9 4 4.6 - - cow_ 5 1 .8 1 .5 4.3--� . .7 7.0 .7 7.9 5.3 7..l .1 .8 8.8 8.5 8.6 5.13 .2 3.1 2.6 .1 5.1 6.0 8.4 5.5 6.6 15.7 6.4 3.8 4: S.2 5 7 8.0 5.6 6.0 + . 5.O 6 00,0?3AS7H9 0 1 %0 �--�' �- � I ASPHALT 2.i .8 3. 4 .7 65 3. ?i 8 2 .1 2. + .8 4 . + .3 4.8 7.7 9.1 8.4 6. 6.4 5.5 5 5.0 7.5" S.7 .1 9.3 8.3 7.2 5.9 3.7 2.9 2.6 3.6 5.5 +4.5 6.2 7.5 6.4 4 . `9 5.8 4.5 4.9 5.2 4.5 6. 7.4 + + + Rs-+183&"1 - ` 5 6.2 5.9 5 �l7 ,0 j 1 11, -�-� --� +_ + + + + + + + + - + + + + + + + +3. + + + + + + + + + + 160.�0+ 1-1 3.3 516 5.1 5.9 6.T-6.1 5.8 5." 3.0 2.5 3.2 4 .3 6.3 6.4 7.6 6.8i . 8.3 8.0 9. 9.3 9.1 9. 8.3 7.5 7- 7-9 10.6 8.5 .5 3.5 3.2 5 5.1 5.1 6.6 (8) 6 6 8 4.6 :+4 3 4.1 6. 8.7 6.8 8- 3.5 .2 1.5 0.7 0.3 0.1 0.1 0 t5 . - 30'DRIWWAY EASEMEkT PER 0118 5683-371 ' U R 2828+- + + + + + + + + + + + 7.5 . + 11.6 + + +8.18 .0 5.4 +3.9 4.4 4.7 6�. 4- }T.� 5. 3 7 5 l 4 5. 6x6 7.z8 ,y3'Or 3.4 1.7 0.7 0.3 03.0 -4-6 �- 3 3- 3 6.8 6.9 8.1 9. 7.7 7.4 4 9.4 9.5 J Ln 2 6.0 6.5 1° n 3.8 4.3 6.5 8.6 8. 7 .9� 10. 8. + 8.1 9.3 0.8 12.4 1 .4 9. .3 7.2 4.5 4.3 6.5 5.5 $ 6.6 5.9 5.(�j + + 140.0 g8yj�' �/ 1• 4 6.5 4.8 4.4 5.9 4.0; 5.7 6. 6 5.5 4.0 5.5� 3.5 1.4 0.6O/V4. 9- 1 0.0 0 + + + 20 t.42' + + + + 1) 1 + O/ 3231-773 _ OR 2843-750 I 1 3.; 3.6 4.8 6.2 4.6 3.9 4 .6> 3.9 5.0 7.5 6 9 3 1 .1 10.3-9. .3 8.8 9. 10.9 10.7 11.6 9.4 8. 7 8.4 0.8 10.8 12.3 12.9 13.0 10.9 .3 + Ey 7��6EQ.3#j.6 i. 5.1 4.5 �,J L }- r I II 1 5.0 6. q 9.9 13. .8 11.1 . 9.1 8.8 9.5 9.0 10.4 11. �1 9 10.8 ,g 10.3 8.7 10.8 +9.6 12 8 + l l(.l 3.8 7.3 5.7 3.7 +4.5 3.8 61. �+3�% 5.0 I II 4 .4 6. A i9.4 0. 11.1 9.1 9.5 8.9 7.8 8.8 10.6 8.9 + 9. 9.5 .� 7.8 + 10.1 +11-2- + 01.2 .2 7.2 5.2 3.0 2.2 2.2 �21. O.? 2.4 1 � 0 II 1 I+ + +8. + + + + + + +g,2 ` , 8.4 .5 5.7 +3.5 1.8 1,5 1.1 I1 1 1.1 I 1 4.8�� 17.0 .6 8. 9 � 7.0 4 7.4 8. 9.0 .4 7.2 I 1 ISI � v 1 + + + + + + + + + + + T+ + + + + + + + + + + + + I+ f + + I 1 3.5 .21 .3 8. 8. 8.5 6.3 9.2 9. 9.7 .) 7.0 9.6 1 8.6 4 4.4 2.1 1.6 0.9 0.6 0 0.6 0.5 _� T 1 r � LL U) 1 +Ir 7_2.7 4.3 4 .9 6.6 5.7 5.4 5.0 5.0 5.5 6.9 +6.6 .1 6. 6.3 .33 7.4 5.0 5.3 5.9 +6.6 6 6 7.4 5 � + .2 1.4 0.8 0_5-0_5J +01 +0.3 0.2 + + + + .�--+ + --- --r--f - � _ - - �---� - - - - - - I - W �Z 3 7 -8-�_3. 3T7 3-.P- :9-+4-.-3 -4- 4 -4 ,S +�9- -1.->� r4 --0 r-7--0-5-0-3-6-3-$ $:2 0 - \ / + + + + + + + + + + + __ J - - - - - - - - 0.6 0. 6 1.2 1.7 2.5 2 .5 3-���b �,V..7 4.6 3.6 J. 2.5 3.8 3.® 4•0 - 9 .8 9-5-8-.2 -6:2--6.2 -0.1�:T- - ' - ' EVAM RI HT L _ - -- - -4 0.4 0.5 �Jr6"T.r .T1 T �7��2 0 + 2 -+2 e' .3 2.0 2.1 +2.1 2.11 1.7 '2.r 1.8 1.6 1.71.51_W Q _�-6-9:5"" T.� 0.2 0.1 +0.1 0.1 0.1 0.1 - � - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - -- - - - _ _ + + + + 10 + - T - -�-- -+- -+ - + + + + + �+ + + + + + + + + + + + + + _ - - - 0.2-0 3. 0-.3--$.-5-- -U-T -t.7 0.8 0.9 1.0 1 .1 1.3 1.1 0 .0 0.9 1.® 1.1 I:'0-8:-9-0�7_Qi 7 0.7 _Q A-0,_5-0-1-- _2-1.2- -A.2- -Z,1-- $.t- +.T' t.I- t'1 1 - - - � �_ - - - - - - - - - - - - - - - --9z 0 z- > > �-4 0-�3-@-3 0.4 0. + • b.4 . + . + ,5 0.4 0. 0.5 5 0 4 0.0.3 30 0.4 30 0.2 0 1 +0.1 0.1 0.1 0.1 0.1 0.1 +0.1 ri z - = - - - - - - 1 0.1 0.2 X0.2 0.1/ 0.2 0.2 0.2 0.3 0.4 0.2 0.3 0.3 0.210.2 Of 33 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 X0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 n ( �� W 1 / I 1 11 1 0 1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 1 11 I Q Z Ul C) Calculation Summary V Label Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb L3LA FITNESS PARKING 9 . 23 17 . 4 5 . 0 1 . 85 3 . 48 20 2 __ _ 0 N PARKING SUMMARY 8 . 01 17 . 4 0 . 9 8 . 90 19 . 33 M Luminaire Schedule *** THIS STUDY IS MODELED MESOPICALLT *** r BASED ON THE INFOR ATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATION; WLS8132 ATLANTIC VILLAGE JACKSONVILLE FL PM: HOLLYCIO SHOWN REPR'IESENT RE OMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT _ PLEASE CALL US FOR PRICING AT 1-.800-633-8711 MUST DETEROINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD Symbol Qty Label Lumens LLF Description = CONDITIONS. THIS LIGHTINIIG PATTER REPRESENTS ILLUMINATION LEVELS CALCULATED FROM 2 A 108000 0 . 900 WLS-FVR-SR 775-NW-PSMH-FG 35 MOUNTING HEIGHT Sheet No. LABORATORY DATA TA EN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT --- INDUSTRY STANDARD AMP RATINGS IN ACCORDANCE WITH ILLUMINATING 5 B 108000 0 . 900 WLS-FVR-SR- 775-NW-PSMH-FG 35 MOUNTING HEIGHT ENGINEERINDj SOCIETY APPROVED METHODS. ACUTAL PERFORMANCE OF ANY -- MANUFACTUFeeR S LUMI AIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, 6 C 108000 0 . 900 WLS-FVR-SR- 775-NW-PSMH-FG 35 ' MOUNTING HEIGHT TOLERANCE IIN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 'Z Tl 1 nQnnn n inn TOT C-L'T7D-C`D-"7'7r,-TTTnT-T)C`T/fL7-T;r r, t TR(1TTT7TTT7('' u1;Trum IP" 11 S0r16'02V 35.00' S85.37'27 �' r BEGINNING N07,16'02"w i'<< x ��.._ ' �.. rPOINT OF :y " 74 i `>F .�...._...„.. 35.00' JrRoad, 541.8450 ; o Belfort 2 .._ �; �-� �~� -•-_.. t Suite 0 ......t t ^LJ1Cf4a'e)J'" , ---=�.:..;;;, w i Jacksonville Florida 32256 ..�.. t - - - - - __ ...�. ,' ,• Phone 904 332 0999 1. .._.. �r •S'85•37'27"E' ♦ _ _ >':oa �j Fax 904 332 0997 .. _.. 60.00 .1, x , _..._ _ t ' - �/ i ',, R�'T +.'•f!/�4,f.'t',z f ,� _.... w._ �...._... _.._ _ / � - -...11f8 Engineers r y ' 5.3 7"1iP ," ,` K'"saf. 4� 8 2 } b4 Surveyors N , 7 ` .2 0 30 60 120 Cb :yA�) i f�f f : i , ...':I' ........_,._ ... .... .............._...... ....___._....-M.. .... .... ..._ .w .y,� fix: � �, SCALE: 1"� 401Architects •`J Q i FPlanners Landscape Architects !,''f ♦ 4 ..... tz- 9ur.;s.t }'-dL'^ ....._. -... -- F A •• ^+k�Y^+� .x.r: ♦ *`i: /'£:.t.^r' O Environmental Scientists t µA t' ... .... .... . ._. . ti ' � O Construction Management t e � •' /, / � ,� .f:� ,'Ef u <, y£:.a�' � � � �� Transportation/Traffic 82.43'58' ,� Eng. C.O.A. No. 3215 N Survey L.B. No. 7143 ... ..... . - / p. .a ♦ � r Arch. Lic. No.AA2600926 i l rvaibf �3 d C000029 cp •. ...._...._..-. .s. L n s is No L S ©2011 A FITNESS , � FFE–10.10 O'Q { xays as – r�' t a 38 yi _ . _ 's 1 89' ,1h P.s .................. ...... ao,oS.F.y Vis: : 147 68 �c a o =C\► �s s. ..... ,4•, M a ,, t 1 E .... :,. .... A .... r r, „�'. �dA7.,�;� N � .. ' .; 1 L 3 r' ARE' N2.wA'.e.. to —x,...w:.....——— ,..� „� :_sy C D) K�1 < ; R,mo" �ifl O :3.i,,, 9. 9e.. 971. s";T 9 7 A s:„ &i:?. a S 't '� .✓nrwAi:E U iro?,`C,r£g� acvsrx;;� ��� �� �Z 9&4 , 9�. .FA, a,r !9a 99-5, � �:t c..... .„. r� ersa..re.a, +a'NfT� Q i ` t t :F,>.-s ..,....• 9,.5. 3ffi> . i� saF t� .r .E �� �� f�Z>frc 6' W J a 1 �. � f7 3. 7.,r.�. ,er2s ”' - £$L.l,%' .................... .........,.. '.E O�� 1 f A � llsl E _....3 ..................................� .,......._...."........................................ H' ' ii EsE I ........ ... ......._ ._.. ...... .... .... .............. i 'ye 5f . ........y... .;/ x: ...... ................. .__v"._w . E :_:..... .... ... .._. f;t>'. .o`Y i,.._�.–..�^ia�..................W vv .,.,, ......_..... ..f.. E ...._.... .............. .... .... .._..__.. ......... .............. .......... ............. ..,.,. t 1 r 1 l I 1 1 I f I I � E..�� C�� ca I 1 t I � I I ���� • . . .. � 1 .1..:..1.....1....L...f_11� C..._L.•.� �� ���� 1 C I r i Y — + it it t it tt it _ it it it it tr it ir { it ..,♦s _ ash 4' iw fdG^,>ix ataan,x � tl a 4 , w + + + : SB9.1838"W + + + + 126.77' 1 i l r 1 t l r Sr,YuY r 4 r 4 &,.. .... .._.. .. ..T,Y BAaN A f`G?F �:3Y•'Sa w� p� w ,� ', � ; ��"•Ry�s5,<:h.� Y� .s; .�, s� ��� _ �� ,�'S�, � ��, �, E O t�v I N89018'38"E as .. n,•, r.?a a:,rq o"a a.;r .Or r',r n 'L .. .... .......__-_rs<...... ...._.__ :>< .� ` a.. �_c.,,:" ..._. ....... __ , _._............._ �'���:.. ..... ._. ... ..... .........w_ nf�? _._ ..•,..,....._ ... ',' ..,, »...,,,� g@ •'1 " F , n-- -- — - _. — ti - S89.19 38"W NA I r I 440.00 E O/W a"19-309 S89.1838"W 1°. _ ', ,. 1 j tY 3} „i OAT .!t�fXa.;j--- Jif �- 201.42' 1', v � Q OUTPARCEL O da • • 0.83 AC ' Q � �t i�ik r: `,J<' t�'R .,. • ,r'dt h dY r.: .............. �e,�� 3 `V r l t • ...+�l r ( �" l r 1 • • cc ........ .... .. � • • ...__ .........r Q ii • .�' .. dam' 'y .:...x -� - �.a yf.. w�.:..,,... ",v".''� �°�,""�. ..... :.k:x ........._....._.......................__........ ..........._u...,........... ..........._... ...,... .......--- _ , S89.1838"W 569.18' r ATLANTIC BOULEVARD W '� N W PLANT LIST SYM. COMMON NAME BOTANICAL NAME DESCRIPTION QTY J TREES ami C YO O 3 v L � Ci Z w 10 EAGLESTON HOLLY ILEX OPACA 'EAGLE5TON' 30 GAL., 2.5' CAL., 8' MIN. HT., 3' 5PRD 13 0 U Q (0 o LL IV YAUPON HOLLY ILEX VOMITORA 30 GAL., 6' MIN. HT., 4' SPRD, MULTI-STEM g IVT YAUPON HOLLY (TRANSPLANT) ILEX VOMITORA EXISTING 11 LI MUSKOGEE GRAPE MYRTLE LAGERSTROEMIA INDICA 'MUSKOGEE' 25 GAL., 8' MIN. HT., 4' 5PRD, 3-5 5TEM5 18 LIN NATCHEZ GRAPE MYRTLE LAGERSTROEMIA INDICA 'NATCHEZ' 25 GAL., 8' MIN. HT., 4' SPRD, 3-5 STEMS 11 Q L LJ TREE LIGUSTRUM LIGU5TRUM JAPONICUM 25 GAL., 8' MIN. HT., 4' SPRD, 3-5 STEMS 4 Z � E ++ LJT TREE LIGUSTRUM (TRANSPLANT) LIGUSTRUM JAPONICUM EXISTING 4 q V E -{�- QV LIVE OAK QUERCUS VIRGINIANA 30 GAL., 2.5' CAL., 10' MIN. HT., 4' SPRD 1q J Z 0 N PG DATE PALM PHOENIX CANARIENSIS 10' MIN, G.T. 4 dLL {, --'"� WR WASHINGTON PALM WA514INGTONIA R05USTA 12' MIN. G.T. 15 a W _♦ N N GROUNDCOVER �"� W y p m o) JC BLUE PACIFIC JUNIPER JUNIPERUS CONFERTA 'BLUE PACIFIC' I GAL., FULL, 180 O.G. 816 0 V LEG EVERGREEN GIANT LIRIOPE MU5CARI 'EVERGREEN GIANT' I GAL., FULL, 18" O.G. 3381 Z a Q I ® PV VARIEGATED PITTOSPORUM PITTOSPORUM TOBIRA 'VARIEGATA' 3 GAL., 14" MIN. HT., 14" 5PRD., 36" O.G. 275 Z J o ® RI INDIAN HAWTHORN RHAPI-IEOLEPIS INDICA 3 GAL., 12" MIN. HT., 12" 5PRD., 36" O.C. 831 J J a a BAHIA ARGENTINE BAHIA SOD PASPALUM NOTATUM 'ARGENTINE' SOLID SOD, CONTRACTOR TO VERIFY QTY. M SEED ARGENTINE BAHIA SEED PASPALUM NOTATUM 'ARGENTINE' CONTRACTOR TO VERIFY QTY. LL CL 0 W O NOTE: Q W 1�— Z, PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, CALIPER, HEIGHT, SPREAD, ETC. MUST BLE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE GALLON SHRUB DOES NOT MEET THE HEIdIWT OR SPREAD SPECIFICATION, IT WILL NOT BE ACCEPTED. a. IF SPECIFIED PLANTS ARE UNAVAILABLE *T TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WITH PLANTS APPROVED BY LANDSCAPE ,!ARCHITECT AND CITY STAFF. o ALL OPEN SPACE AREAS WITHIN THE PROfPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR PLANTED WITH SHRUBS AND GROUND COVJER. Sheet No. y ALL LANDSCAPED AREAS WILL BE 100X IRIS IGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDING A RAIN SENSOR. J W LANDSCAP NOTES: 5-7 HFALT 5200 Belfort Road, I. The Contractor shell be responsible for all materials and all work ce called for on the MINIMUM. TI FRONDS p�'g ytlT}I MATRIX D PALM Ladsoapa ad In the Landscape Specifkatlone. In tint suet of variation between gorutJtles shouun BIODEGRAD LE TWINE. HEAD MATRIX B PALM Suite 220 on plait list the plat, the plan shall control. The Landscape Caitradtor shall verify an gsrtltiu TO REMAIN 'TIED UNTIL PALM and report discrepancies at the time of bidding. PUSHES IT (OPEN. 2 The Contractor shall review erchitacturdVwVWww*1g plus ad become thoroughly familia with mu•face subsurface wtnitr... DPI INSPECTION IacPhonel9043320999le Florida 2� 3 Prior to Ion, the contractor shall be respanible for locating all undsrpwW utilities aal shalt 5 LAYERS OF BURLAP PALM -IEIGr}-IT/TRUNK SPECIFICATIONS NOTES(REQU(RED) Fax 904 332 0997 avoid damage all vtlllttas during the course of the work. Locations of existing burled utility tins shown SECURE E!A ENS WITH 2-3/4" 5-2X4X16 WOOD BATTENS w` �(� on the plan bided upon beet awltable innForrration ad ars eornsideryd to be appraoeirrwke. It shalt be STEEL BAN TO SECURE BATTENS ° D.P.I. PALM INSPECTION NOTE: Engineers the reaporsi ity of the contractor I) to verify the locations of utility lines within and adjacent to the DURING P TING PROCESS STEEL BAND ..�1 OVERALL HEIGHT(OA): work area 2) te protect oil utiiity liners during the wetruction period 3) te repair ay and au darrnags DO NOT NAI BATTENS TO PALM / HIGHEST POINT IN THE CANOPY MEASURED ALL PALMS SHALL HAVE A VALID Surveyors to utilities, site appurteraovej stc. which occurs as a result of the cors4v tion 4) To field TRUNK. HEI OF BATTENS TOE NAIL y.;' AND CURRENT STATE OF � adjust the ion of proposed tram and palms Id off the cerate r of the utility tines. Notify the SHALL BE TED IN RELATION �.. ell FROM THE SOIL LINE TO THE NATURAL FLORIDA, Architects Landscape if a 10' offset does net function. TO THE HEI OF THE PALM, ` , POSITION OF THE LAST FULLY EXPANDED DIVISION OF PLANT INDUSTRY (DPI) c LEAF. UNLESS SPECIFIED DIFFERENTLY INSPECTION CERTIFICATION PRIOR TO Planners 4. The Work l be coordinnotsd With other bodes b prewrnt cernfliets. Cosrdhab the plating With the • � I� OVERALL HEIGHT � \�� THE TERM HEIGHT OR HEIGHT BEING TRANSPORTED TO THE Irrigation b omwro aydkublilty and parapet tocdtion of Irrigation iteme and plants. �,, �° Landscape Architects 3-2X4 WOODS BRACES STAKED WITH A BUD MEASUREMENTS SPECIFIED, WILL BE CONSTRUCTION SITE. THE DPI Environmental Scientists S. Gantraetor s It ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. 2X4X24' STS PAD BURIED 3' BELOW P CONSIDERED OVERALL HEIGHT. CERTIFICATION MUST BE SUBMITTED Contractor • t field adjust tress wWor large shrub locations to avoid any such obstructions. GRADE. i Trees .hall mdintehel by the owner te aveid feture .uehn obstructJae by prnrinp tress mWor shrubs ' MIN 7- TO CPH AND A COPY OF THIS Construction GO rnecsssay (tieing horticulturally turelly colied avoi! fu � OP CLEAR TRUNK CT): Management �{" APPRL7VED MULCH IC ( GERTIFIGTION MUST BE PROVIDED TO S' Z AVOID CONTACT WITH TRUNK �. OVERALL HEIGHT A MEASUREMENT FROM THE SOIL LINE TO THE GENERAL CONTRACTOR AND Transportation/Traffic 7... All planting all be perfourmed by personnel fanitlar with planting pi urs and under the supervision E N relit: A POINT IN THE CANOPY WHERE THE MAINTAINED WITH THE CONSTRUCTION of a gwnfted larntirng Pareunia, C -dI, OF SAND PLACED ON BACKFILL LEAF :;><.; TRUNK CALIPER BEGINS TO TAPER RECORDS. e Ali plant lel shall be graded Florida No. i or better as outlined undo Grades and Standard* for FINISHED GRADE BASES CLEAR TRUNK ABRUPTLY. ON MANY PALMS, THIS POINT Eng. C.O.A.No. 3215 Nursery Pat I ad II, published by the Florida DePa•hmwt of Agriculture and Conouurner Service*. WILL LIE AT THE BASE OF THE PETIOLE Survey L.B.No. 7143 9.' The Architect or Ower shalt hew the right, at any stage of the operations, to reject any CLEAR TRUNK OF THE THIRD OR FOURTH YOUNGEST BUT D.P.I. INSPECTION OF ALL PLANT Arch. Lic.No.AA2600926 ad all work m•aatamlab which, M has opinion, do not n set with the regutremsnts of theme iPaatran FULLY EXPANDED LEAF. MATERIAL: Landscp. ic.No.LC0000298 >p PLANT SOT CLEAR WOOD f CLEAR WOOD CLEAR WOOD CW): ALL TREES, SHRUBS AND SOD WILL Q 2011 10, Except am les specified, the Ladscape Contractor's work shall conform to accepted horticultual 4AT TOP OF ROOT BALL ( HAVE A VALID AND CURRENT STATE procticas as in „ trod.. AFib WITg {dl1�r INAISIIPE> GRA”DQE `EIACKFILL MIXED WITH APPROVED TOPSOIL A MEASUREMENT FROM THE 501E LINE TO OF FLORIDA, DIVISION OF PLANT Ir 11• The minim acceptable stns of all plants, measured after prruni g, with branches In na nal position, FINISHED GW5E AT TIME OF PROX.PLANTING. ALL ROOT BALL COVERING THE HIGHEST POINT OF THE TRUNK FREE shall to the monoarnents specified an the plant list or as Indicated an the landscape drawing. 2 BAL IA MATERIALS SHALL BE COMPLETELY OF PERSISTENT LEAF BASES. ON PALMS INDUSTRY (DPI) INSPECTION u ,-. Haight and dimension Hype to main body of the plant ora not extras branch tip to tip. The REMOVED BEFORE PLANTING n WITH A CROWN SHAFT, THE MEASURE CERTIFICATION PRIOR TO BEING _CC\I aJ caliper of trunks Is to be Loan one foot above the ground level. 17� Plants sinew protected upon arrival at the site, by being thoroughly watered ad property rnaInbined WILL HE FROM THE SOIL LINE TO TH£ TRANSPORTED TO THE CONSTRUCTION �� BASE OF THE CROWN SHAFT. IT SHOULD SITE. THE DPI CERTIFICATION MUST 0.8 util platted PAL( I STAKING DETAIL BE NOTED THAT PALMS WITH VERY BE SUBMITTED TO GPH AND A COPY �2 £o SABAL PALM DATE PALM PERSISTENT LEAF BASES MAY NOT HAVE OF THIS CERTIFICATION MUST BE Z (NO CROWN SHAFT) CLEAR WOOD. PROVIDED TO THE GENERAL 'z-� L � Y' I?!. All tree pit. Il be excaarated to oin. ad depth h acoordaae with tines Florida Grades i Standards for CONTRACTOR AND MAINTAINED WITH J �,.._.i E Nursery unless shown otherwise on lila draudings, and bacicfllled with the specified planting esti, The Contractor shall test fill all tres pits with water before platirq to coeurs proper N.T.S. dralrow ktkn is available. * ALLL PALMS TO HAVE CLEAR WOOD INDICATED ABOVE UNLESS THE CONSTRUCTION RECORDS. < 14. The Corntractor shall be responsible for p wintering of all plats. All plants shalt be WISE SPECIFIED. thoroughly at time of plantkg and kept odocila sly watered until tinre of acceptance. It shell be �}1+ the ConLr•actor's responsibility to auurs that plants ore not over watered. I 0' LODGE POLE 16. It shall be Landscape Catraetor•'s responsibility to prevent plats from fdlhg or being blown over to restralg and replant ail PPlots which lean or fall and to replace all plats which are tan raged J. S _ to lade of guying or stakJrq. The L andecope Cantr+actar shall be legally liable for any dorr:ags callused by Ility of any Plat materia. J+ m CENTER OF TREE CC 16. All treesmall palms shall be guyed or staled or brooad. The Landscape Contractor shall determine ECDGE of ROOTBALL 'ENTERED (-I I"Y P which "moll multi-trunk trees need to be guyed and staled to maintain plumb. Staking of trees ad � shrubs, if trod, shall be done as per staking and guying detail prow by the Landscape Architect. nA It shalt be t responsibility of the Ladscepe Catractor to rsunove gen anal stdlaes from the trees and J job sib a period of 1 yew. EDGE OF TRENCH 17!. Flats blown by high winds, within the guaranteed period, shall not be cause for additional mcpsrse to Iver, but shalt be the responsibility of the L.adscape Contractor. Damaged Pints shall be replaced the Landscape Contractor at no additional cost to the Auer. IS. Sod shall be Ifled to be fres of the Imported fire ant. Sad shall haus a clam growth of acceptable 1y fres of weeds with not lees than 1 1/2' of soli firmly ad! mh to roots. It shall be theeMrasp" Ito of the Ladscaps Contractor to rmeosure and data v I e the exact amount recrytred. PLAN J This amount nt 11 be verified with the Ower or Landscape Architect befoe Installation, i J 14. The Contractor shall insured adipate vertical drainage In all plant bods, planters, and sod � O arrear. Verb t drilling through any compacted fill to native soil shalt be accomplished to insure ^� drainage. If it drained fill b to amours positive drainage, this issue shall be brought up by 1/2" NYLON STRAP J the Landecap Contractor of ties ofddbi ing. 6' LODGE POLE 20. The Contractor shell Moue that his work does not interrupt established or projected drainage �j_ 1/2' NYLON STRAP patters. ROOT BALL MIN. 3 INCHES a W •f—8' ABOVE GRADE LODGE POLE 211. The Contractor shalt prune, shape and remove dead follogsAWnbe from existing plant material 4 INCHES MULCH - ROOT BALL MIN. 3 INCHES to remain. nem Loth the Ladscaps Architect or Ower the extent of work rygdred at time of 1' MIM MAINTAIN 3-4 INCHES ABOVE GRADE bidding. m , CLEAR RADIUS AROUND C 20. Mulch - A plat bads shall be top dressed with 4' shredded hardwood mulch (or approved ecpat). 4 INCHES MULCH 1 TRUNK : :; 4 INCH DEEP SAUCER 4MAINTAIN 3-4 INGHE9 M 29. Trasplanbd 1 - The I adsaps Catrraetor shall be responsible for determining and evouatinp qj y t �'' 1' MIN CLEAR RADIUS AROUND 5' I I 1 N � TRUNbC I'"iUM (BOT�I ANDS) which plat i aterials as suitable for transplanting and shall verify this with the Landscape Architect or , +If ni: .. ,,.. • 4 INCH DEEP SAUCER Ower. Th. Contractor shall talo ell rasa,able, horticulturally acceptable measures to assure � � BACKFILL MIXED WITH APPROVED TOPSOIL the succeseft trrasplatinng of determined plant materials. The Ladrecpe Contractor shell be "` TYPICAL ISLAiD PLANTING responsible f replacing any relocated Plant materials which ale If such measures we rot taken, ar 1BACKFILL MIX determined the landscape Architect or Auer. Replacement plIdenticalk ts shall be of Identical specs and UNDISTURBED SUBSOIL , . sins 1f rrsgdl 2 F. MAINT PRIOR TO FINAL INSPECTION AND ACCEPTANCE, CUT CIRCULAR ROOTS ALL TREES PLANTED IN LANDSCAPE UNDISTURBED SUBSOIL ISLANDS OR ANY LANDSCAPED AREAS Monterace Il corrrneoe after each plat Is plated c d the —his— period shall canthus until the job or fie phase of the job Is accepted by the Ladscape Architect or Oww Owner. Extreme e CUT CIRCULAR ROOTS SHOULD BEA IUM O OFF OF shalt be to Instruct the Owner or his representatives h general maintenanceprrooadum. 1�n BACK OF CURS UNLE T I UTELY Instruct Plat shell includw e atering +in , pruning, weeding, cultivating, mulching, tW*wg, acid repairingNECESSARY DUE TQ UTILITY ' of leek or dada reale rresetting plants to proper grades or upright positions and LINES/PIPES LOCATION. of guys, rep P Plants• the planting saucer ad o11 over• we for proper' growth of the NOTE, SES (LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 12 restoration rnsodad all Se the period and up b the dots of finalUpon cornacceptance, the Lf all p. ContractorIn shall do CONTAINER�R TREE PLANTING(N� DETAIL MULTI -TRUNK, fo saasanal Ing a will dueling of the and shrubs. upon a hall n an eP all Plating, a, Inspection CONTAINER TREE PLANTING DETAIL {a• OF work will be heid. The Ladeeepe Contractor shall notify the Landscape Architect or Ower for uling of the inspection 10 days prlor to the anticipated dots. At the tinns ar the Inspection, if all of the materials e acceptable, a written notice will be given by N.T.S. NTS the Architect or Auer to the I adswpe Contractor Stating the date When the Mainteace Period ends. 0' LODGE POLE GUARANTEE kND REPLACEMENT, cc All plant als shall be guaranteed for one (1) year from the time of final hspeetlm anal Interim aoceptaaoe 1 be alive aci in satisfactory growth for each specific kind of plat at the and of the CENTER OF TREE gueotsed lad. At the end the glia anted period, any Plat regtlred urdsr this contract that Is dead or not In EDGE OF ROOTBALL Z satisfactory a detwmtnsd by the Owner or the Ladm eeaps Architect, shall be removed and ® ® © a 4 © 4 u replaced. lacsrrnet plata "I haw an extended guarantee, me les, o• no above, from time of Li !' replaosment. EDGE OF TRENCH IAll roplavernints shall be plated of the sore kind anal miss as specified an the plant list. They shalt be the Ibility of the Landscape Contractor. fn Y U 1 N CD 26. TOPSOIL I I W Topeoit .hall rndtual, friable, fertile, fine loony soil possessing characteristics of representative SHRUB IS B � B, THEN r topsoil In vicinity that produces heavy growth. Topsoil shalt hew a pH raga of 5.5 to 7.4, fres REMOVE BURLAP * ROPE FROM from subsoil, objecttaabto wdeeds, litter, sods, stiff clay, stades tamper than i-Inch In diameter, stumps, PLAN TOP 1/3 OF BALL 3 dA roots, troch, to substances, or any other material which may be harmful to plant growth or hinder IL plating . Top son u shall contain a minlmn of thus pscon agenic material. MIN4" MULCH � J 24. UNSUITABLE ILS 3/4" HOISTING GABLE SOIL BERM o Locations hg ueultabie subsoll shalt be treated by ons or mare of the following, MINIMUM 12" DEPTH OF PLANTING SOIL A. Where itobilit is deemed Auer or Owner's Representative to be des to excessive compaction IN GROUNDGOVER PLANTING BEDS cL0 CL V M 0 aj y �' 6' LODGE POLE 4 INCHES MULCH SEE C LL caned heavy egaipmsrt ad whom natural subseli Is othnrn• than AASFITO elassificetlon of Ai a• LL A7, such ecce with spikes, discMg, or other meas to loosed soil to condition acceptable to ( � � V ¢ � � � Ower. sell to minimum depth of 12 Inches with additional loosening a regyired to obtain EXCAVATED SOIL - LANDSCAPE NOTES FOR TYPE Contractor may Introduce pact meas sad, or organic matter into the snubeall ^ +•. . OF MULCH ) to adp rre urm shalt be considered a Incirrentel, without aciditioal cost to Auer. Z BURLAP • WIRE COVERING 13 Nhenrrs wwrItabillty Is dsened w by Owner or Owner's Reprepresenceoa ative to be due to presence of bts, E . ,' ENTIRE ROOTBALL mortar, , R edea agpegds bale, materials other construction aterials In sub grads ad where natural Il Is other than AASHTO claesification of Ai or A7, renovs debris and objectionable ,.• i" DIA. STEEL PIPE R` ,..�...,.. material Such iat lot measures shall be corsida as Incidental, without addithmi cost to Ower. ^. - J C, Where Itabiilty is desmnsd by Owner to be because raUral subsell falls Into AASFITO classification UNDISTURBED SUBGRADE •• •• Q ♦,'' of Ab A7 anal contains molatu s h excess of 30 percent then Installation of sub ch ainape systern ••.,:: ,• BACKFILL MIXED WITH 75% APPROVED TOPSOIL V 0 ''''' ' '• # 25% ORGANIC COMPOST J a• other described elwLhee h SPecifioatian shalt �as used. Where such conditions haw rot - J been o• revedled prior to pkrthg time c d they haw not been rero ted In prepaatlon of W ` The Ings and SpeciflcaGos, then Ower shall Issue pricing oder to Install proper remedial _ UNDISTURBED SUBSOIL 0 N. Dl Planting s where existing subsoil k determined by Auer to be ureultable for plat growth In NOTE' ROOTBALL WIDTH TO BE 10'-12' PER INCH -PROVIDE MINIMUM PI'r CLEARANCE AROUND ROOT BALL OF W SIDES AND BOTTOM. Q W = recast paaaphnteultdb II Ibex lcavwaited Pdepil of 12 inches or as OF CALIPER AT I' ABOVE BASE OF TRUNK -MAINTAIN 3"-4' MUL&H FREE ZONE AROUND BASE OF PLANT. Q Q ch ah Replace V TREE RELOCATION DETAIL SPRUE AND GRIOUNDCOVER PLANTING DETAIL w O W m N.T.S. NTS O V Z EDGE OF PAVEMENT OR CURB W J IL � a cC)n o o W GRASS GROUNDCOVER (TYP. TRF MULCH V • �=EDGE OF BE DLINE J g TGUTTER CURS bX STANDARD CURB • 8x 4 GUTTER ' NOTE, LOCATE PLANTS IN A TRIANGULAR PATTERN PAVEM AS SHOWN, SPACED EQUIDISTANT FROM EACH f. gYrEI"1, NT .--- T Sheet No. OTHER (AT SPACING SPECIFIED IN THE PLANT LIST). S)HRUBI ROUNDCOVER SPACING PLAN TYPICAL LANDSCAPE ISLANDS TYPICAL TURF ISLANDS N.T.S. NTS NTS f, f V4R8 INLET , / .......................... .... .................... ...............................f •.,a } ......�,�..............:... . I..,„,.y ............. .... p _...... ........ .... _ ".J ................�____..-- Iii ....... ....... ... ... ....,.w- ..m..... ....,.,. .., ._...., EE f 1.7-11 _.. .......� .....: .�.. _ ._ } � ;r ` -' 5200 Bel ort Road, .,,-.-... .. _ _..._ _. ........ ......... ..M...M. .w...-.. `••L e . v. �. ._.. ..._.,_. - -_ ... ...._.. I J Suite 220 .... _... ......... ...-... ....... _. 904 332 0999 Jacksonville 56 - ..... ...... ... .�..._ ' _.............. # 4 �w J i, ackson ' 1 :l a Florida 322 7 • t M Fax 4 332 0997 . 90 qg ;. t _ •, one • { Engineers g 1 Surveyors 00 # # �` # t. E I € - � Architects ` Planners 0*0 EXISTING LANDSCAPE 000 `'��.,Y' Landscape Architects iEnvironmental Scientists 113 114 106 108 Construction107 110 116 1 Man agement Transportation/Traffic10 a i -i E C.O.A. No 3215 iIt j 'fit t ttt t 1t 1t tt .; It f :', z` 1t .. .. Survey L.B. No. 7143 �` ,.. a✓" t Y ` " A ch. ic.No AA2600926 Lands Lia No.LC0000298 r' r ©2011 IRRIG�ATI °N NTROLLER _"'' C'Q i CL 3.8 \ \ , \ � `fr ... T ,. j t zv : 77 o ..--_,.. .} 7 _ \ A i aie, i rF ,;�./ ,•�, e ..}..; >.,X9 , 7' A EXISTING HEDGE u _... IIV `t i ;!,t.. ..ice..,. s. `:? % ,'r? 3 1 ,t� / ._ _....._ - ... ..�...," .•,..... .... =... �.:._ •,w.. .:sa �..:,..• ...... ......... -. . .... LTi t� .✓ _..::.. ......... .�.._ .._..... ....... - ...._ ,.., ........ ... • \ f .......... own i mom mow _7 \\\ �/ ✓ _- Y. � ..... \ ' v ..... _...... , vr O r 1t S89019 "38 W EXISTING' HEDGE , > 440. 00 \\ 41 14� 14� / 41 t N 0000 \ # O \\ OAJTPA EL •' .tr''r �P� i , GRA TF= / ', � -�f l t4 I f 1 t z3 , l tf, fir; �� 1 t ` ' f •::. w... 136 140 v. .� �. .� .� � 41 .v SEEDEQ) ..... ...� � 123 ��7 12q ow Hi..f%.3F J �L L L �Y �L �L �V �L �L a ® © © ® a Z 124 125 126 12% 130 1 1 133 13 137 138 13q 141 14� 143 1�4 •v 145.E 146 14q 150 151 .... l l q0 121 122 _ _ ..... _. .... _ _. ....... ... _._. ... .. _,. _- �, ;.. .v � Uj 0 � 0 0 «` � `;�' .� v, •v .v •v __..._...........� LEGEND LU — — _ .. .. ........... -.mom•+. .. , ... 3 t. .. .. -- `t•2 ..s.-.. _...... .....--. .s._.^ ......., s. w 5 �e .tie "L" •.... ......... .....�- ...... ......... F ...' ....�' .. STORMa -.. ..:._.... - ... h, : V} _.... .,., .. ....... ... ...._ _.._. ... ....,... ___ ....... . ..... ..._ _. , 04 .TRANSPLANTED TREE d;" ,A v S8 �� X 38 "W w^1'DAI f MANHOLE � `i�r� �/ :3 i�lr 748 5 REMOVEDTREE c > 0 56918 � 3 � L �, � Zw M6 D U Q cn u. i : ATLANTIC BOULEVARD a TREE SPECIES TREE SPECIES E N 101 YAUPON HOLLY Z d 0 102 YAUPON HOLLY i52 103 YAUPON HOLLY a ? J U. 104 YAUPON HOLLY J 0 105 TREE LIGU5TRUM i35 HINDMILJL PALM a UJ 3 i^( GRAPE-MY-R r' c 136 YAUPON HOLLY N 107 TREE LIGU5TRUM z W ��w 8 ,0a fl MTRT- 0 10q TREE LIGU5TRUM O m SLANT LIST Z v 0 c' 140 YAUPON HOLLY W � ,,., .-o�ic--rM•r�-ri c a 111 TREE LIGU5TRUM 5YM• COMMON NAME QTY > Z fl2 GRAPE MYRTLE i42 ZE 113 TREE LIGU5TRUM TREES Z J W H4 W a CHS CRAPE ii(o 6RAPE MYRTLE 146 5Y6AMORE LV W LI GRAPE MYRTLE q U. a 147 YAUPON HOLLY LJ TREE LIGUSTRUM 5 0 0H8 GRAPE MYR=Fi:;E 148 YAUPON HOLLY 10 YAUPON HOLLY 11 W 5P CABBAGE PALM 10 V •� PO SYCAMORE 7 6 i22 5YCAMeRE 0 123 YAUPON HOL WP WINDMILL PALM 6 LY 3: 124 SYGAMORE LEGEND 0 6 125 SYCAMORE C i26 G aa"GE 2A6 nn 101 TRANSPLANTED Sheet No. 127 YAUPON HOLLY GABBAGE PALM 102 REMOVE TREE TREE 0 12q YAUPON HOLLY till w 130 WINDMILL PALM Ti"i ' SO7*16'02"E 35.00, rt ; 585.37'27 ' N01` »16'02"W ;'`'; x � cr, `� s� or�ti:. �� �.:a ,. ��, � f:5 POINT OF BEGINNING 37.5,2{ 1135.00, 520 a 37 7 Bel ort Road, ' J '�'' % OSuite 220 0 56 b,YhY Jacksonville Florida 32 t t 'tiYrP.3.SR , Vi - Phone 904 332 099 - -::: _.. _--_..._. t rr ;�..._ _ Fax 904 332 09979 S85 37'27 _ t m _ f 'axxr, ' x eszQ E ........_. b 60.00' f$C'F£',1t7fY,k t'f't'IL ,{ --` �5(• .. - '=f� y ZONE C44ART Engineers! ., 7J�I S3` Surveyors r 53 8 Sn"YF H 4.2r } w `... . '' } 1, ZONE • TYPE GPM �...................r..� o b' � �...+ .. .... .,...M.: 80.2 % $ 0 SCALE:30 0 60 0 1 SHRUB DRIP 21 Architects b •.t/,` :; ... .. .._. .... .... .... ...... .... ._. ...... ., 1°= Planners C t ( max• i 2 SHRUB DRIP 19 3 SHRUB DRIP 20 r ' ? Landscape Architects t, Environmentalientist [ Zus1fiR'Tr \ Sc' � : � .:.. y.� - ,�.. a•xxs s,fi� , _. `'•4 , ,. p 5 I Z0 Construction I O b TU DOR 15 Scientists _ • Management •4i Ef 1 DRP 20 'R 24: <r 1 . ,r.0 w h 5 t�\i �` 9 TUB BROTRI 20 t Transportation/Traffic : , .1 ,r _..._. - TURF ROTOR 19 Eng. C.O.A. No. 3215 rT82'4358 r I0 SHRUB DRIP 20 Survey L.B. No. 7143 t 262• ,,,~-• ..... .. .. k 4z l : t _.. _ rx, s.as000298 w 12 SHRUB DRP 20 Arch. Lic.No.AA2600926 ic. . CO ..._ r - .�?,f.? ..,.,...,.,..... ;9 ...7;�.:%... .! E -rcxxx, m.±a d L©2011 : , ... ........................ ....1 pTRIP 9E 13 TURF an c . 15 SHRUB DRIP 20 LA FITNESS ? !� _........__. y ZONE NOTES: 40,072 S.F. FFE 1010 .. .,..., „�'�< __.. .... .... .... ` _ I cU 1). Drip zones totals 16,140 square ft .. ........ ".-- _.-_._-, � 147 68'N81901 8'38� '�,,>��.� 'o�'�' �-. ..... - ( ry:....1. s^• fi Watering two days a week for 6 hours l : �; „r,,(' $_.a<s7�'r k:'.It.,`.R•A'v F...3i.$y !� ;ea.1 ti a de above drip zones will t i w y p + �.�,,.,....,,M»» .a ..n .,,.,,.,.,e., ,., IR dOWn 1 inch Of water per Week this '� : : , , 9n t, ' x P s” 3 4'x �7 9r;3, a 3` Q .\�i DxnNR a ux sa s « r'9 equals 13,818 gallons Of water. .1 , o yea} F j p' ._• ,rw y 4,T .r ^,J , � O N J , ;� , .t `•i ''t? ';�f -`� ._-.; E r_,�� �`,.. ,t.7..rGf?r, t.rf.„ tr.:J:" ,. : ''�• `'� .— __....._:..i� �= sgi.lt'HW..............._....._ ....._.. �•f — �RG{Gr ZOrles tG{els iZ�68+� square ft. �._'IlkJ � I `� Wateringtwo days a week for 43 hours da above rotors zones will put :s fK:` ....... h h This 'fI y ...... ................ `-?1 equuaale ,b3i of per water. ,r _. { .._�...� -- w f ET� ' _. 33 Q .. ... ._ ..... ....... ......... 3 f W ....5 If lµ Fil 1_1 1* �M,4s VO eltbt Ion in ilia area e ahNl b.ill bo/Mr lural by7 I Irrt oontraawr nor laws � N Will w .? t N:t _ t � I t �r E - Irriea IIr F— •� di C x; ,. t ;..y :.a v l ),.1• 211 3)2" 2" " vt .......... g _ t, It t .212' tL 1 3)24 M,011�z ,was — ! / ` t0 a r 34R �} �•C� 14 / illi Or214R1 \OtS�'" C b,naax mi 7r� � ,r f,/ ?V+�r�`. r'2'� i,, t ''+;% rpt••: alb`, YL36Sz.N �— - ♦ eu ,a'ncbtx.YrS ' ,` •-,- � J`,' / - ° 21 rOlt4, .,.� 23.s"r,7➢rC BStr-..ti �.\ +0; �� G =,,"vA'i '•�'l,y � - �` ,,�-'•� , �.• ::R f£Yt£1k.,W.. r � .....-... � re rR rt :.. ? "F 3 d/IIo1N Lhls/I dol' s v y 5 o sn Q� fs � :. _ N - i i Nn1 2"SL O� ? •.s ? w<•, ,� " N N { 2 vim,. _ / 2 f G t i F? BI.. ,....^, ..,. ` .... "r3,4"'. 6 �9 V tCh :?sHr, _ `mss i yY�'. O C i, t ,'^""'e � ..,� E a ! •� + t J t 3q • Q1 0 �l8(]18 38T �n .i r�,11d `t e,,,/' z vL ..... +� t7 , l € 0 A, "PS ear "• ,r dm ' r J¢ i < :t ,. ., .'•y ,x lip 9, r r. on.'kr/all lm ra111 ;..,... J SM MtAI M'd # �' 0 1 919 38"W at We a � - 0 0 t t t : .{ ` 589e18,38 Mir sL 2 Si _ > 2' " 2 8L2 SL / l t , ..! :. �, � ao:t ton T'lahikr shall > 201.42 / 14 wlvw ar� O tom:».Irll i1 I" Ib tr18 r 19 be and atitn wppeei 15 tfr x r~Mlll 2N 1 o wtr.. Ire recwe eive 10i10E, VALVE AND rEQUiPMENT , t OUTPARCEL { o`�I o" i tv Symbol �R DESCRIPTION tq ICV-FS-R Serres eleaVic remote-control valve 4 a line size PVC ball valve to be installed 2N 2• Within a Rain Bird VB-BTDP valve box. (refer to valve ID on plan for size). l t IGZ-151 Series DripZorlr Kit, with PVC Ball Valve and 40 PSI regulators. Control valve • � OEM abandon,minhnw HUNTER and equipment shall be.Instafled within a Rain Brrd VB-JMBP valve box,with reclaimed 12 l5 j?%ffhf.Y l3)Z SL atj,, water ID (refer to valve ID on Ian for size). � " 20 1 location ' 11► r � - '.a-�• .. ••" ``• .. _' _ � MATCO Line size brass gate valve installed in Rain Bird VB-10RND valve box. .. -- -- losul•e. •111• ... Z Plastic outdoor Controller installed within osed ane _.. _ HUNTER ting using ting pose ... ', ,^..,. ..., �,..,,,..,. ter..�..a.' .....�.� C � The lZ)axis controllers shall be abandon the axis wire If ibis. � ® © ® © ® 11j4. Af . � � xas �aaarxae rn Metall mar Control Nalvw N2,13, Ir-aomrot am eaNwo and 58918 38 'W k Is Inw*a acwMg r.NM nee.NO GRIGtue at w. Not Box s VG-5000 Fiberglass Plan enclosure with existing well and pump 589.18 IJae fir a datt�•mes flOr the amwe"late loaauen ,,..wives orirtau n."1 rhea ® Ho{ Box installed within. Gell I-904- 86-010 for more information. N LO if requred for a fully autoratta 1 ATLANTIC O LILVARD •SI•�'R PVC Class 200 IPS Plastic Pipe "Mainline".The diaggrammatic location shown on plan m m 0 � W is approximate and shall be field located per the Owners Representatives approval. 10 it lZ 13 APPROVED Pipe sizes 2L5" inch or smaller shell have bell and socket Joints.Pipe sizes larger then than 2V211 inch shall have snap connections with rubber gasket Joints. I� 19 t4 20 14!' 2® 144" 2® EXISTING Existing Mainline to remain. T t k ass Plastic pe eters iagrammatic ocation shown on plan - "' 1" APPROVED rs approximate and shall be field located per the Owners Representatives approval. y o Pipe sizes 21.5" inch or smaller shall have bell and socket Joints.Pipe sizes larger then C c Y o o w 3 than 24' inch shall have ens connections with rubber asket Joints. N y 0 o. � a; Z I O APPROVED PvC Schedule 40 IPS Plastic Pipe "Sleeve".Sizes ahaIl be twice the diameter of the W - Q c o R f G A T I ON 5' STEM PERFORMANCE E� required inner pipe, wire sleeves Z {ypica I. Extend Sleeves 12 beyond paving at each end PLD-10-R In-line pressure compensating drip tubing and external barbed type accessories 1) IRRIGATION SYSTEM AS SHOUN IS DESIGNED TO OPERATE FROM A EXISTING WELL AND PUMP E. — -' HUNTER N 11 g to be installed In 18 rows Z below the finished rade. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUG'Ph►`1 LITER PVC supply and or exhaust header to Hunter drip tubing connection (see details). IF AVAILABLE FLOW AND PRESSURE DEVIATES MORE THEN 5% AND WILL AFFECT THE PERFORMANCE OF THE SY&'� HUNTER Drip line flushing valve installed within a 1" round valve box.(see plans for locations Q and details for more information). THIS PERFORMANCE OF THE SYSTEM. APPROVED Install two (4)spare control Wires plus a common from the irrigation controller location to Z /� the nearest valve box located in this a roxNnate area. V FL�u! REQUIREMENTS - 21 GPM MAXIMUM FLOW RATE a So Series •SQ FUL installed on a 12" PolyFlex Riser and SQ Nozzle Adapter 080 ADP12 Q 0 E .45 GPM RAIN BIRD The Irrigation Contractor is to install the emission device 2" above the finished mulch layer. J Z J MINI" PRESSURE REQUIREMENTS - 60 PSI At THE POINT OF CONNECTION a R=6-19 18 inch Root zone watering system at 0,25 GPM with check valve. V' 0 40 PSI AT THE BASE OF THE POP-UP ROTATOR HEADS ° HUNTER Units shall be Installed on all trees located with in the turf areas. Z W = 40 PSI AT THE BASE OF THE DRIP TUBNG. 1 M�' �OT�4tOi� LEGEND AND NOZZLE CN��t : ° Z a IRe;IGATION LAYOUT BASED ON BASE INFORMATION PRt2VIDED.HEADS SHALL BE ADJUSTED t0 ACC 21MODA719 FIELD LU VAIRIATiONS WHILE MANTAINING 100% COVERAGE AND 1`11NIMIZING OVER-SPRAY ONTO PAVED AREAS AND BUiLTr91�• Symbol NSR DESCRIPTION NOals Radius PSI PIoW I WHIR Q 0 N Typta - CsPM 111111 A C� v 0 3) LA"RAL PiPE SHALL BE SIZED 80 THE WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND.MAXIMUM C k J PR08-06-CV fib" P�=GP SPRAY) �� 40 18Z 31 43 p PER PIPE SiZE AS FOLLOWS= HSBE-050 Spiral Barb Elbows 135' 40 31 GLAi38 200 k HUNTER Installed with Pro-Flex tubing and MP2000 19' 40 14 39 � � Z 39 A5 v 3/4" PIPE 10 GPM NPJ I 30 40 1B2 39 AS J Q 1" PIPE 15 GPlrl MPz HUNTER Installed with Pro-FI Tubing SPRAY) MP2000 19' 40 .i4 39 S J � w 1114" PIPE 26 GPM MP1 HSBE-050 Spiral Barb Elbows 135' 40 31 39 AS 9Q c lit N PIPE 36 GPM �E''P' Z� �d� MP3000 30' 40 2.12 39 Ab U. 2" PIPE 55 GPM �[(AP2 HUNTER PROS-06-CV " =Y1P SPRAY) MP200tD 19' 4® Bb 39 .43 W 0 a.'c 21i" PIPE . Installed with Pro-Flex Tubing and 0 80 GPMP, HSBE-050 Spiral Barb Elbows 1000 135' 40 A3 39 145 UJ 3" PIPE 120 GPM _ NPJ HUNTER �6(T° UP SPRAY) MP3000 30' V 0 4) WAVER SERVICE LINE, WATER METER, CK VALVES,SURGE PROTECTION,ETC_ MPl GISEed60 with Flex Tubing and MPZ000 19' 40 1141 39 .43 E ANip PERFORMANCE OF THE WATER SOURCE ARE NOT A PART OF THESE DRAWNGS. HSBE-050 Spiral Barb Elbows 1 39 145 at 0-- PROS-06-o". -UP SPRAY) MF'LG8515 3'X15' 40 ZZ N/A a` `S~ HUNTER Installed with Pro-Flex Tubing and MPRCS515 51X15' 40 22 N/A c� NODE-050 Spiral Barb Elbows MPSM30 5'X30 40 144 N/A PFA-- - Q a )�wPc HUNTER Installed with Tubing Y) MPCorner 14' 40 39 N/A MICComer 14' 40 .19 N/A Sheet No. M,.,. iaSBE-050 tial Serb Elbo MPCorner 14 40 ,45 N/A c co J_ - p r .... ......... ........ ..... ......... ........ ..... ...... ......... ........ ....... . ........ W ................................. .................... 0, 5,' -------------- ......... . ........ ........ ......... .. ..... ........ ........ ........ ........ .................................... .......... ......... F, ­- --- — -------- ------ -- --- -------- - --- ---------- ------ ....................................... . ..... ......... ......... .... ..... ........ ......... .. ......... ........ -- — ----- -­ 2' ............ .... ...... ..iii S/ K, ...... ........ ... ......... . ........ ......... .. ........ ........ ..... .... ....... .... ...................................................... .. . . ......... L... ......... ........ . ( _. ......... ........ ----- .... --------------- . . .. ......... ........ ..... ..... ......... ........ ....... ........ ......... ......... ...... . .. ....... .... . ......... .... 5200 Belfort Road, L J ....... .. ...... Suite 220 Jacksonville Florida 32256 Phone 904 332 0999 Existing Irrigation In this area Fax 904 332 0997 ------- ----— ♦ 3 Zfflh Z11N Shall be Shall be fine tuned by Irrigation contractor for 100% ...................... Engineers coverage. zin�l _ urveyors W-7. 3 . ............ Architects .............. ........ . ....... law ------ 1/_2 Planners .... . IrrTcla�IPnjContro1 lor 88 89 N 9 Landscape Architects ...... 3/4- 1/2 t _3' 2 SL �A 2 L ... .... ..... ------ 2 L Environmental Scientists N Construction .............. '1� .. I-L' - "I I" ­,­ --\7 I'll "T T I t I t 11/4jf 3 `2 SL_ t I t I t I t 2) 2 Management '\_/ ��, _T3) 211 L\ \ 11 X -73) 2 2 SL c Transportationl Traffi < -WA, ♦ Existing irreetion Well 4 Pump (7 Eng. C.O.A.No. 3215 ♦ Sha ll b 1�ested to verf Survey L B.No. 7143 low of 21 GFM a the requtred Arc Lic.No.AA2600926 1 -4 (20 at start any Lan cp.Lic.No.LCO000298 f _E --7/ C, ........................... work, NOi 2011 .............. uare fp 4 111H "'N Drip area ta,(Sq A'\ /170 �7 / - --7, 7 /17 _;,RA,,Ea7 ............. Gallon or in. 6 Linea I foo C*j CS5 law w . i 11�& �0 .,/" (& of tum 3/4' 7 L0 C:) 5 >\ a) .................. > ... . ... C) 5L 5L 5L .... .. C> �7 /T71< L4 , n 4 4 Q) 1/2 \Z48 [_4 5L Q) E 2 —7 flf I t.. ........ I t ..... ..... 2 211 117 1 t Tim t I t t 7 A, Q) 3A x, T W�111� 97 J aww 11 . . ­,­, (" 1 2 SL 2.0 F. X. ........... ....... .... ....... ­.. . ......... ..... ....... ..... ......... ....... . ........ ........ .. ...... i �V wow., .... ........ ..... ......... ... .......... ----- ..... 2 1144' 2 SL . ...... . .. .. .. ....... ........ ....... Now 1(2), VIM No ................. L V xfstfn!a . ..... ............. Tie *0 a rl tlofv ma In Sleeve /A Ian wll"e�s at this a ra'ximate "N mainline/f79 I ca n 4-A /f7,RAW IlIA "N see Iseend). 7 Inline, and /f7Q 4. 1.1-M ;Lna roune 8/ 7-- lie \a4 1, outer e 4o"of out- S8901 9 J I a, shown. the asphalt will r 3✓4U 7 77:.. X I tT,: ..... ........-- 1::$o� removed. 440. 00 2 211 5L 5 L A, \2 Z/.1 7,7,.3 2843— 7` </ 5 lt'�Istlne IrrTeation Mainline shall Mainline a 1e 0 SCI.Ulpillon % remain. Any exTatine control N. ( va Ives that are not in use Sha II \(shown in rdAe-- Fine for------, C 0 be removed and clarlty re son only) main capped. Insta I I X D 2 5L Wires shall roaelvd� water proof > thti-terfos? ape/& 7W ti connectors on all Lullre joints. OLffPA EL 7- IL OJ63 771�" 77/ /4 M CATCH 8A 3/,N "A Al/ Q) O ;fi TF C) I C,4 T',,f-i /N V, fl,",ILI PIPS, VALVE AND EQUIPMENT '2 GRA!E:::: MR N iVL, 1� il6r"/R3 4. 4-!go\ N, too" L DESCRIPTION A 1 A. 2 SL A- A- ICV-F-8- Parles electric remote-control valve 4 a line size PvC ball valvejW be installed 1 4. TV, 1/2 t 4 T "MR ♦ in Bird VB-STDP valve box. (refer to valve 10 on plan for size). (2) Abandon mainline HUNTER and equipment shall be installed within a Rain Bird V5-JM5P valve box, with reclaimed 1/2- water ID(refer to valve ID on plan for size). . . . Opproximate mainline a,t t�� ASPH MATCO Line size brass gate valve installed In Rain Bird V115-10IR10 valve box .......... 2 S ICZ-51 earles Drip Zorn Kit,with PVC Ball valve and 40 PSI regulators.control valve Tie now mainline, into existine 4j! (3) 2 SL location: D law y4w j ICC-20W-PL 20 zones Plastic outdoor Controller Installed within propoeso enclosure. M tdn�`r�d"Ir Ir WN W11 Id "TER Ld 11/2 two 14r I Id" The (2)existing controllers &II be abandon using the existing wire if possf101dL Oil'J.1:04P IdI4 WWI' W1041 WN'l' WN MP *MPI wt IL"T MP, mp%__::� MP \L,1140 __rjMP1 7-PtLi -1 916— — um�, %jrave MP1 MPI j,MP1 4, -POW Afe Hot 5ax VIG-5000 Fiber I MPJU k -Rim, Pum amr-lo6ure with existing well AMd PUMP J,Mpl �'Apl \LMpl IN IMFI IL I Orl *mpl 4117"!......Ilk— .......... Z . .................. 7— -3,177 . ...... s0rfor more information. Hot Box _'W Ar-7 Installed within. Call I-W4-qX- 41 11 41 44 .. .......... ... ...... ...... . ... .... ... . ... ......... .. ... ......... ...... . ... ... 2-1� ': z: ....... .. ........ ........ ­_ . ........ ......... . ........ . ...... ........ ......... ..... ........ .... . ..... .... ­. ......... ­_ ......... ......... CUI�S 1ALET PVC Class 200 IPS Plastic 'Mainline". The diag3rammatic location ohm" on plan S T/4 F:JY,. is approximate and shall be fited,located per the aware RepreeenUtIves jpproval. WANHQZ 6FA TE=7 73 APPROVED 2 M 2 LO C) S69018 '38 "W rol Valve 012, 13, Pipe sizes 2V2" inch or smaller shall have bell and socket joinu. pipe sizes Ilarger then (D 0 X Install I now Coglt Re-comeat now mainline and 2" inch "ll have amp connection with rubber gasket joint*. 00 M (D than 2V W 569.18 14, 15, Into the 08XIStIne m Mine. wires Into existing at this EXISTING Existing Mainline to remain Use the oxistmg wires fo the approximate location. FK/rC Class 700 11-5 Plastic Pipe "Lateral". The d1a tic I66 tion jp�pn plain now valves or install now Tres APPROVED is approximate and shalt be field located per the C 70ra Representatives Approval. If required foir a fully au --atic Pipe sizes 21V inch or smaller shall have bell and sodcat joints. Pipe sizes Ilarger them than 2V20 inch shall have snap connections with rubber gasket joint*. L: PVC Schedule 40 IPS Plastic Pipe "Sleeve". Sizes shall be twice the d1iffl-0tw of the a) .0 -0 0) ATLANTIC BOULEVARD mm ow wo APPROVED W > required lrrw pipe, wire sleeves 211 typical. Extend Sleeves 1211 beyond pav" at each encl. 'e 2 CID LU In-Ilne pressure compensating drip tubing and external barbed uj" accessories 4) CL cc I_- CL U M 0 HUNTER to be installed in 1811 row 2" below the finished grade. Cn 0 -5 U_ ZCNE CHART s I 1Z1 WINTER PVC supply and or exhaust header to Hunter drip tubing connection (see d0talls). IRRIGATION S*rSTEM FERFORt%1ANGE NOTES, IZONEITO 11 CIPM HUNTER flushing valve installed within a '111 round valve box (see plans for 1100atlone Drip line for more Information). 61411111.0 DRIP 21 Install two (4)spare control wires a common from the irrigation �a�iidr location to 1) IRRIGATION SYSTEM AS 86IOWN 18 DESIGNED TO OPERATE FROM A EXISTING WELL AND PUMP the nearest valve box located In plus approximate area. 2 SHIM DRIP 113 CONTRACTOR SMALL COWACT THE LANDSCAPE ARCHITECT PRIOR TO THE CiOl"IMENCEMIENT OF ANY cOmTRUCTioN 3 _s~ DRIP 20 • RAIN BIRD 80 Series 0 80 FUL Installed on a 1211 PolgPlax Riser and 80 Nozzle Adapter OGQ APP12 MORE THEN 5% AND WILL AFFECT THE PERFORMANCE OF THE SYSTEM. 4 SHIM DRIP 20 A511M The Irrigation Contractor to to Install the emission device 2" above the finished mulch lager. 0 25 50 100 IF AVAILABLE FLOW AND 111WESSURE DEVIATES MOF in SCALE: I"- so' THE PERPOIRMANCE OF THS SYSTEM. 5 S~ DRIP 20 HUNTER RZ1,115-18 18 Inch Root zone watering "ton at CA GPM with check valve. d W FLOW REQUIREMENTS 6 TURF ROTOR 0 Units "ll be Installed on all tram located with in the turf areas. Z 0 - 21 GPM MAXIMUM R-OW RATE 1 50"R1.115 DRIP 20 NONNI j MINIMUM PRESSURE REGUIftMENTS - j,0 PSI AT THE POINT OF: CONNECTION 9 TURF ROTOR 20 N0=16 Radius r-lcvw FWSCIP. W 40 PSI AT THE BASE OF: THE POP-UP ROrATOR HEADS 10 TURF ROTOR is DESCRIPTION Two ft. PSI cild" jNA41 a Z L) 11 -8~ DRIP 20 40 PSI AT T14E BASE OF THE DRIP TUOUL 12 MP3000 W 40 JQ— G~ DRIP 20 0-1 PROS-06-CVN: MO-(P SPRAY) L 31 43 , Z W F p 13 -TURF ROTOR 20 00, HUNTER Installed with Pro-Flax Tubing and MP2000 is, 40 :114 M 441 IRRIGATION LAYOUT 15AS131t) ON BASE INFORMATION PROVIDED. HEADS SMALL BE ADJUSTED To ACCOMMODATEIEL 14 8~ 0 0 VARIATIONS WHILE MAINTAINIW DRIP I Is How .39 Ab .s Igo% COVER -OW Spiral Barb Elbows Mplow 13.51 1 40 -01 AGE AND MINIMIZING OVER-SPRAY ONTO PAVED AFMAS AND BUILDINGS. 15 1 SHRUB DNP 20 W11 40 1.0 39 Ab _)OP2 PROS-06-CM:400-UP SPRAY) MP30" VELOCITY DOES NOT EXCEED 5 FEET PER SEC-ONE).MAXIMUM GPM ZONE NOTESs HUNTER Installed with Pro-Flax Tubing and MP20W 19, 40 39 Ab Z 3) LATERAL PIPE SMALL BE 46IZEP 80 THE WATER VELOC WSW-~ Spiral barb Elbows Mplg�" 13Z, 40 V1 PER PIPE SIZE AS FOLL04ft: 39 Ab 1). Drip zones totals 16,140 square ft. *W3 22-1 wMP39XW 30, 40 1 2S_ -32 AS , CLASS 200 da weak for 6 haws AA_ I. SPRAY) 3/ *W2 HUNTER Installed with Pro-Flax Tubing and MP2000 Ica, 40 jj# 3-3 A61 < '48 PIPE IV dem 9 1 da zones will put I wa per weak This MPIOW LL I" PIPE 15 GPM WOSE-050 Spiral Barb Elbows 135 40 40 AS 11/4" PIPE 26 GPM ecluals 13,818 gallons of water. MWP PROS-06- 6 '401 CIL 0 1 V2 11 PIPE 2 HUNTER _C?V R.O. AVOP SPRAY) MP30M - iAL4_--It_ 36 GPM 2).Rotor zones total* 12*84 square M Installed with Pro-Flex and MP20M is, 40 1 39 AS Uj 2" PIPE 55 C.PM )rpl HOW-~ Spiral r " Tub'% Watering two days a week for 43 hours Barb Elbows Mply" 13-51 40 .1& _ 39 AS 21t" PIPE W GPM --OR$ 51 40 W N/A 311 PIPE 120 GPM a da the above rotors zones will put PROS-M- _q MpLCS5I5 15PIXI — down I inch of water per wed*_This LS 0- HUNTER r_V 7. a-UP SPRAY) MPRCSbI5 SIXIS, 40 .0 N/A Installed with Pro-Flax Tubing and — equals lVA31 gallons of water. HSI0 Spiral Barb Elbows MPW530 5IX30 A4 N/A SS 40 4) WATER SERVICE LINE, WAT%R ME I P, C44ECK VALVES, SURGE PROTECTION,ETC., V mpa C Mr) MPI 14' 40 .19 N/A AND PERFORMANCE OF THS WATER SOURCE ARE NOT A PART OF THESE DRAWINGS. "TERPROS-06 V(6 MPConw 14' N/A Installed with Pro-Flax Tubing and 40 WSI0 Spiral Barb Elbows MPCorner 14' 40 N/A Sheet No. .......... IBM :•.• •'.':::. 7" Turf Hwd Detail 5200BelfortRoad, [A TYPIC � TYPICAL al TYVC:aALW'W- FIFEf VALVE ANDEQUiPMENT Suite 220 Wireless in Sensor mounted on 8 ft- T1 Sch 40 PVC tee,elbow or coupling slip Q Ralnbird VP 10 RD valve box NCT .SPhone 904 332 0999 GENERAL.- Jacksonville Florida 32256 aluminum le. to 121, thread fitting (typical). DRAWINGS &J*01 MFR DESCRIPTION Fax 904 332 0997 Irrigation wire with water proal 1) THE ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE EXPECTED t0 2[] Propose A Irrigation Controller to replace T2 12" Mtn. Pro-Fisx tubing swing Joint with (2) connectors lees plana for spare MAKE THOSE Mj9DIFICATIONS NECESSARY M THE FIELD TO REACT t0 ACTUAL INA. ICY-FS-R Series electric remote-control valve 4 a line size PVC ball valve to be installdlid (2)existt ie Controllers. Thread to Barb Fittings and (l) /Z" Marlex wire locations) FIELD CONDITIL",WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. "TER within a Rain Bird VB-STOP valve box. (refer to valve 10 on plan for size). Engineers 0 street elbow, line size (typ , ICZ-151 Series Drip Zone Kit,with PVC Ball Valve and 40 PSI regulators. Control valve Surveyors 3 Existing ical) trifugal Pune reinstated. 03 PVC threaded Cap 2) ALL WORK S4{q¢.L GONFORI'1 TO ANY AND ALL APPLICABLE REGULATIONS AND ® 6" pop-up spray body installed flush with CODES FOR T}-E LOCATION OF THE WORK THE INSTALLER SHALL OBTAIN ANY HUNTER and equipment shell be installed within a Rata Bird 1113-JMBP vales box, with reclaimed Architects ® Re-plum ng of Pump. ® Sch 80 T.O.E.nipple water ID (refer to valve ID on Ian for size). proposed turf height. (See legend for pp NECESSARY Lp�CATEB, PERMITS AND INSPECTIONS. lies f MATCO Line size brass gats valve installed in Rain Bird VB-10 o valve box. Planners d type and plans for noz a Landscape Architects 0 Hot Box Ibergless enclosure °VCs-5000 selections) ❑5 PVC slip by thread 90' Elbow 3) L BE CLOSELY COORDINATED WITH THAT OF OTHER TRADES IN ICC-2000-PL 20 zones Plastic outdoor Controller installed within sed enclosure. p 61 L x W x 52 H. '�-L ���'�' �� Environmental Scientists ® 4" s a bed installed flush with © a4" minus washed gravel ORDER TO AV�Ip CONFLICTS. REFER TO LANDSCAPE AND UTILITIES PLANS WHEN NITER The (2)existing controllers shall be abandon using the existing wire if possible. In © Enclosur Concrete Slab '14'L x 64"W x4" pied y y TRENC.ING t0 AVOID TREES, SHRUBS AND LIVER GROUND UTILITIES Construction proposed turf height. (See legend for Q Brick support (2) �j Hot $ox s VG-5000 Fiberglass Pum enclosure with existing well and pump Management '1❑ Wire urt heed type and plane for note 4) ALL MATERIAL AND LABOR REMIRED TO PROVIDE A COMPLETE,OPERATIONAL �7 Boxinstalled within. Call 1-904-186-020 for more information. aalections). Transportation/Traffic �Slooveetail AND FULLY �,VRANTEEO SYSTEM SHALL 15E CONSIDERED PART OF THE WORK, Existing II,type and flea unknown. the 4■ pop-up rotor body installed flush with WHETHER OR N®t THEY ARE SPECIFICALLY INDICATED IN THE DOCUMENTS. PVC Class 200 IPS Plastic Pipe "Mainline". The diaggrammatic location shown on plan Eng. C.O.A. No. 3215 irrigati contractor shall verify the GPM osed turf. (See le�gend for head t is approximate and shall be field located per this cAuners Representatives approval (see not of plans). plans for nozzle selections). y� ® PVC schedule 40 Sleeve typical 5) THE CONTRAGT&)R SHALL PREPARE AN A$-BUILT DRAWING ON A REPRODUCIBLE ASD Pipe sizes 21oh" inch or smaller shall have bell and socket ,joints.Pipe sizes larger then Survey L.B.No. 7143 twice the size of inner pipe 2' min. PAPER(SEPIA TOR MYLAR SHOWING ALL IRRIGATION INSTALLATION.A MYLAR OR than 21V inch shall have snap connections with rubber gasket Joints. Arch. Lic.No.AA2600926 isolati Valve Detail © lean compacted soil around all heads. SEPIA OF THE &RIGNAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT - EXISTING Existing Mainline to remain. Landscli.Lic.No.LC0000298 TYPICA Install head plumb and flush with top ® 2' sch 40 Wire Sleeve shall be FOR A FEE.TI•i DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING Pvc cra—be-2wastic Pipe atere diagrammatic ocation on plan Q 2011 ® of turf or mulch Use purple caps if installed under all hard-sea a EXACT MEASu�ENTS FROM HARD SURFACES. PLEASE SHOW WIRE DIRECTION Line si brass ate valva lees p 1111 is approximate and shtall be field located per this Owners Representatives approval. re-use water is the source. along the proposed path APPROVED Pips sizes 21V inch or smaller shall have bell and socket Joints. Pips sizes larger then .J legend type. p6) ALL HEADS SHALL BE OF THE PROPER TYPE FOR THE AREAS WHERE LOCATED, than 21s" inch shall have snap connec-tione with rubber gasket Joints. (r ® 11 of 2) I size PVC mels adapter. O Root zone watering system 18 RZUlB lees © Existing asphalt shtall be saw cut AND SHALL W INSTALLED PLUMB AND WITH tFE PROPER HEIGHT. ALL HEADS AND PVC Schedule 40 IPS Plastic Pt "Sleeve".Sizes shall be twice the diameter of the CV legend for bubbler flow) an removed before trenching. APPROVED OTHER EGitJIPML 1 SHALL BE INSTALLED WITH AIDEC.2Ur4TE AND INFORM CLEARANCE required irwisr pips,wire sleevssp2" typical. Extend Sleeves 12" beyond paving et eed, diw+dLO � OG All wire licss shall be mads within FROM ALL HARP-SCAPING t0 MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. ® PVC glue Joint lateral piping. Size shall �' '_'. :_ PLD-10-R In-line pressors compensating drip tubing and external herbed type accessorth HUNTER a 10" r valve box using DBY not exceed water Velocity of 5 FPS (see to be installed in 18" rows 2" below the finished grade. 0- o water pr of connectors. legend for type and plans for sizes). �) THE WATER sUIMPLY FOR THIS SYSTEM SHALL BE A EXISTING WELL W/ CENTRIFUGAL PUMP. -�C) c CONTRACTOR SHALL VERIFY THAT THIS WELL AND PUMP IS CAPABLE OF HUNTER PVC supply and or exhaust header to Hunter drip tubing connection (see details). Q Y THE IRRIGATIOi� i Z� Turf Va IV DetailPRODUCG 21 6vPM At 60 PSI BEFORE ANY WORK IS PERFORMED. Drip line flushing valve installed within a 711 round valve box. lees plans for locations W _ E TYPIC rT a out Detail ZONE CHART INHUNTER and details for more information). IC 81 714E EXISTING POWER SUPPLY TO THE IRRIGATION PUMP AND CONTROLLER SHALL BE APPROVED Install two (4)spare control wires plus a common from the Irrigation controller location td 1 Ralnbird STD valve Box with purple ltd the nearest valve box located In this approximate area. Oif reuse ter is used Q PVC lateral pipe sized not to s BE RE-WORKED AND SHALL BE THE RESPONSIBILITY OF THE OWNERS REP. THE IRRIGATION s „ exceed 5 ft.per second velocity. ZONE TYPE GF�"1 R 50 Series 80 FUL installed on a 12Pol6flex Riser and 80 Nozzle Adapter +SQ ADP12 CONTRACTOR gi14ALL BE RESPONSIBLE FOR ALL LOW VOLTAGE ELECTRICAL EQUIPMENT AND � QPM RAIN BIRD •� Irrigation Contractor is to install the smisolon device 2" above the finished mulch Iey1lr- 2OLine size' threaded Ball Valve ® PVC Supply header with SxSxt AS REQUIRED FOR A FULLY AUTOMATIC OPERATIONAL SYSTEM. CONNECTIONS _ 1 SHRUB DRiP 21 RZLIS-18 18 inch Root zone watering system at 0,25 GPM with check valve. Sch 40 glue Joint fittings. ca HUNTER m O3 ip Line ze schqui 80 Union end T.O.E. 2 SHRUB DRiP 2 9) ALL CONTROL NIRNG SHALL BE INSTALLED UNDER MAINLINE, IF NOT POSSIBLE THEN Units shall be Installed on all trees located with in the turf arses. nipples required © Hunter PLD it" MA (typical). 3 SHRUB DRIP 20 ELEC.CONDUIT;SHALL BE USED FOR WIRE PROTECTION USING PULL BOXES 150' OZ. p p t /� LEGEND /� 7 /�p 4 Hunter I Control valve (see valve ID on 4 SHRUB DRIP 20 WIRES SHALL ISE TAPED EVERT' 20 LF.WITH ADEQUATE SLACK AND SURGE/ EXPANSION MI 1`O I fi�0� f-ItND NO,L�� Gf�t(t� Oplans for size) ® fie' PLD Blank tubing (typical). 157 6 BSD 5 LOOPS AND awlALL BE SPLICED ONLY IN VALUE BOXES, USING SNAP TITS CONNECTORS, Perimeter curbing. THE CONTROL }ARE SHALL BE UPh4 PVC JACKETED,SINGLE CONDUCTOR CABLE,USINCs Nozzl® Rediae Flow PRET P ® +�9 � SHRUB DRIP 20 a �� mol MFR DESCRIPTION T � PSI �� ®24 coil wire with waterproof RED FOR j4Ot AND WHITE FOR VALVE COMMON.(SEE FLAN FOR SPARE WIRES) s A-- connect s. 8 SHRUB DRIP 16 Cwl N 30' 40 182 37 .143 Hunter PLD assorted insert fittings (typ). PROS-06-CV� i AP SPRAY) O6 9 TURF ROTOR 20 10) ALL PIPING ANII� WIRE PASSING UNDER PAVED AREAS SHALL BE SLEEVED WITH SCH 40 ? HUNTER Installed with Pro-Flax tubing and MP2000 19' 40 .14 39 OLaterai pe and fittings © Heater Drip Itns 2" to 4" from perimeter 10 TURF ROTOR 19 PVC PIPE, SIZW A MINIMUM OF TWO NOMINAL SIZES LARGER THAN CONTAINED PIPE. HOSE-015`0 Spiral Barb Elbows 135' 40 3'1 •3°J •A& T e.(see t end for e) 11 SHRUB DRIP 20 ,�, �9 e9 30140 182 39 .46 ®Brick rt l6) 12 SHRUB DRIP 20 Ii) ANY PIPING SH6 'iJrl OUTSIDE THE PROPERTY LINE OR RING OUTSIDE A LANDSCAPE PROS-06-G " P SPRAY) ® Nstafim TL86 staples installed 5' on 13 TURF ROTOR 20 AREA IS SHOWN THEM FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE MP2 HUNTER Installed with Pro-Flax tubing and MP2000 19' 40 .T4 39 .4+5 Oa14" minus ashed Gravel center• 9 14 SHRUB DRIP 19 � ,q� INSIDE THE LANDSCAPE AREAS. 1488E-050 Spiro:liars Elbows 135' 40 3'f 39 .•� 4' sleds 1 /I direct burial wire (D DRIP 20 MP3 ,��a 1 =D MP3000 30' 40 2.12 39 Ab O PVC Exhaust header with Sx8xT glue SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE PY HUNTER PR05-Ob cb P SPRAY) MP2000 19' 40 86 39 Ab <,,,4' 12) THE INSTALLER` Installed with Pro-Flex Tubing and Joint fitting. INSTRUCTIONS &ONTANED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, tMF1 WOBE-050 Spiral Barb Elbows 135' 40 A3 3.3 Main line ips and fittings ZONE NOTES- Drip Val a Detail Manual line flushing vales installed 1). Drip zonas totals 16140 square ft. AND IN THE WRlh�EI`h SPECIFICATIONS,SHOULD A CONFLICT BE DISCOVERED WITHIN THE 3C� MO p ci DONS, } SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REQUEST HUNTER -06-t;V �°POP-l1P SPRAY) MP300030' in a '1" round valve box with 8" of Watering two de a week for 6 hours tallad with Pro-Flex Tubl and MP2000 19 40 1.41 39 :ta'S Ratnbird: Max valve Box with purple ltd gravel sump. a day this above drip zonas w111 put -050 Spiral Barb Elbows 0� I40 _15 39 _ O TYPIC CLARIFICATIOM If reuse ter is used Ratnbird +8Q FUL installed on a 12" Pol flax down 1 inch of water per week this ALL PIPING 4" AND LARGER SHALL BE THRUST BLOCKS A8 SHOWN --• " MPLC8515 5'X15' 40 22 N/A ® equals 13018 gallons of water. 13) THE MAIN LINE Awp -Oi6 v(6 -UP SPRAY) > Line size PVC threaded Balt valve Riser and SQ No ,adapter eSQ AID IN DETAILS BEL4� r '�' HUNTER MPRCS515 5'X15' 40 22 WA P"v ® Installed 2 Inche's above inyieh. 2).Rotor zones totals 12684 square ft. Wd Pro-Flex Tubing and C (3) Line Izs echt 80 Union end T.O.E. Watering two days a weak for 43 hours 0 tial Barb Elbows MhSS530 5'X30 40 .44 N/A O nipples required © Canter of Tree Ys'MPc v(b ) MPCorner 14' 40 .19 N/A .— (3) da the above rotors zones will put � C� � 4 down I inch of water per week This � ard Hunter ry -151-40 with filter for Drip ® PVC Flax Pipe Header to be used to high equals 10 31 gallons of water. p 1 611 4�& 611 " HUNTER, H8BE-05 ith Ira(-FBarb Elbows MPCorner 14'I'll"'Cormair 14' 40 39 N/A ® zones IS 40 GPM, ICZ-101 filter ip for traffic areas a �" 2" 40 145 N/ADrip zon 2-18 GPM.Filters Installed on all IfN. drip TRENCHING Expand call to allow 12" of slack above DETAIL 11°YrC.LATERAL DRIP TUBE Wlco pull N valve with DBY wire connectors TLINE ANDEX T Q Lateral ►ps and fittings ROL-WIRE HEADERS Q Brick (6) IRRiGATiON 5Y,5T M PERFORMANCE NOTES (9 a/4" minus shed Gravel � I) IRRIfGATION SYSTEM .48 BHOUJr1 IS DESIGNED OPERATE FI�Oi'1 A EXISTING WELL AND PUMP 4' slack /I direct burial wire L 1 J '► 1 CONTRACTOR SHALL CONTACT THE LANDSCA ARCHITECT PRIOR TO THE T OF ANY CONSTRUCTION 2 O Main line ipe and fittings F AVAILA15LE FLOW AND PRESSURE DEVIATES MORE THEN 5% AND WILL AFFECT THE PERFORMANCE OF THE SYSIEM• � ..+'•""'� THE IPERFOI P ANCE OF 114E SYSTEM. FLOIIIJ REQUiREhtENtB - 21 GPM MAXIMUM FLOW RATE © ® © � © © 4 z — PLD Maximum Line MINIJ" PRESSURE REQUIREMENTS - 60 PSI AT THE POINT of CONNECTION _ -- r�i +' W +' ,� F Lefigth Chart - 11d GPI-Is 40 PSI AT THE BASE OF THE POP-UP ROTATOR HEADS 2 2 LO o W Dri a out etail W W W •Y W N IC Emitter Spacing 40 P81 At THE BASE of THE DRIP TUBING. m m w Pressure Maximum Lateral Length (ft) _�' ♦ + .r W W .r (PSI) IRRI(GAtION LAYOUT BASED ON BASE INFORMATION PROVIDER.HEADS SHALL BE ADJUSTED TO ACCOMMODATE IFIELD W 12 18" 24" VAR IATIONB WHILE MAINTAINING; 100% COVERAGE AND MINIMIZING OVER-SPRAY ONTO PAVED AREAS AND BUILDIINGS• W I, " 01 ' W 5 W W 15 141 193 240 3) LAT@ PIPE SHALL BE SIZED SO THE WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND.MAXIMUM dMM .0 20 203 283 354 -o >, 2 1 2 T 25 243 339 421PER;'PiPE SIZE AS FOLLOWS: M0 ' 30 259 361 453 CLASS 200 rn o ai Z w 35 289 401 502 Vj 0) CL cv W dldW 40 312 432 5.41 a411 PIPE 10 GPM 0 Q U Q � Q p IL o ® W 45 322 441 561 111 PIPE 15 GPM ® r w v r• W W v 11/41, PIPE 26 GF'M 50 344 482 606 Sea PLD Maximum Lins 11011"G 4 PIPE 1'E 36 GPM length Chart-l47 W W *Maximum single lateral 2" PIPE 55 GPM Length at 0'X" slops3 PIPE 120 GPM v+ 21�i" PIPE W W W j Q 4) W,q WATER METER,CHECK VALVES SUmw PROTECTION ETC_ _ .. �R SERVICE LINE, � 0 I I 2 4 AND, PERFORMANCE OF THE WATER SOURCE ARE NOT A PARI OF THESE DRAWINGS. J 2 3 4 5 Z D Drip Valve Detail Turf Details W 0 _ JI, TYPCAL W • LL 2 TYPICAL o W z s a 3 W V W r.' 4 8 ® 2 0 hr'f Valve Detail t ® 3 BEFORE YOU DIG! Z Z l(-� 4 1 Square f!. GALLONS CALL SUNSHINE STATE ONE CALL OF FIARIDA a ICAL ;'" AT LEAST TWO FULL BUSINESS DAYS BEFORE Z J 5 5 2 3 Lineal ft. PER MN. DIGGING OR DISTURBING EARTH O Q 6 Drip Data per area Q 0 p 6 A 8 0 e Know what's blow. — U C Call before you dig. ° A ° Sleeve Detail _ �TYPiCAL MAINLINE Valve Ca i pp n i Zone Number � TYPICAL t1 � ISOLATION.VALVE valve Size ii2" 20 Gallons,Iger minute s °°� AN IlZRIGATION DESIGN COMPANY 8 TYPICAL Sheet No. 3215 ELLEN DR BRIAN M. WALKER ORIJQ=, FLORIDA 32806 PHONE (407) 859-5790 141TMYPICAL CID * aro 990 Bob &Jason Mct�y irrdesign0clL rr.com lkq�a