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Home My WebLink AboutBUILDING PLAN PAGE 26-48Applicant Reserve Realty & Investment Company, LLC 4455 Military Trail, Suite 102 Jupiter, FL 33458 Civil Engineer Engineering, Design and Construction, Inc. 1934 Tucker Court Fort Pierce, FL 34950 P: 772.462.2455 Surveyor Accurate Land Surveors 1150 E. Atlantic Blvd. Pompano Beach, FL 33060 P: 954.782.1441 colf , �.� Ah Minor Adjustment- to a Minor Site Plan Section 27, Township 36S, Range 39E St. Lucie County, Florida Agent Lucido & Associates, P.A 701 East Ocean Blvd, Stuart, FL 34994 P: 772.220.2100 Traffic Engineer MacKenzie Engineering and Planning, Inc. 10795 Civic Lane Port Saint Lucie, FL 34987 P: 772.345.1948 61�ff BtECJNCiIt1?Y 1 /E'l2ar%4' No lu o assodates Award-winningkmd scapearrbitecture, lands?Irtnningand kndsteauare6hip Sheet index Cover Sheet Aerial Exhibit Site & Landscape plan Mitigation Plan � A a�:lin�yjj�rJ°&�8r�5'i3F.�?�Sri�snl �7ew,cees ?MAC` 1, 0 21 RECEIVED F � L SP-1 SP-2 MT-1 NOV p 7 919 Q-� lu o & associates 01 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223.0220 Key / Location: PropertyOwnert Charter Realty & investment Company, LLC Applicant: 4455 Military Trail, Ste 102 Jupiter, FL 33458 Land Planner I Lucido & Associates Landscape Architect: 701 East Ocean Boulevard Stuart, FL 34994 Engineering Design & Construction, Inc. 1934 Tucker Court Fort Pierce, FL 34950 Accurate:Land Surveyors, Inc, 1150 E Atlantic Bouifevard Pompano Beach, FL 33060 MacKenzie Engineering and Planning, Inc. 10795 SW Civic Lane Port St, Lucie, FL 34987 PGA Sales Center Proposed Minor Adjustment Minor Site Plan Aerial Exhibit St. Lucie County, Florida Qate.. ... .... .By Description .... ............ ...... 9-26A.8 D.C.. .. . ....... ._Initial Submittat. ---- .... ... . 11-12-1& -D.C.- ... ... ... .. Respanse-ta Comments. SCALE: V = 30' nmm��Ill D 15, 30' 60' Manager BN Project Number 17-1010 S P M1 Municipal Number 17-1010 KIN PGA Reserve - Expansion CO Copyright LvA & Associates. These dourrelits and their witests ore the KelieI4 of Wo & Asl My reprodudons, iWmm, rittiffnUons or a of Oft dDetimeff Wheelstop"'-"---- .g Landing �5' Min __ 5' Min. Stall stall Standard & accessible Parkin Future Land Use: IRS Zoning: PUD a9 / Tree XZ stall NA (v CASTLE PINES, P.B. 38,. PAGES 23, 23A 7HRU NORINWHStERLY R/W 1 230, PUBLIC RECORDS OF OF COMMERCE CENTRE S7 LWE COUNTY, FOUND DRILL UTILITY & PRIVATE DRAINAGE FLORIDA. _,,,RGIN-T LX - - - HOLE NO ID FASEMEMT ._.. - - ,a, 51 , .F - BEGINNING FOUND PERMANENT ° 0074 Al light i r ' Go Details - y /, ,c, j ,r O.S.T. NO. 4 2Q' ear Setbac i light basin ley Iva 0I Out, Covered Rear Entry / Prop POINT OF ; • a Building .I t;tY(lE 4 t .t, :' „ r .ui +,�.+. �, / T" d 7,217 sf. I story fight ACCESS EA5:N' \ t O R a. 2g22 P4 19:4 T, )< x°yyt, YYr^.� fir. LUCIECOUNTYPUat,JO h rn: '� yr✓,y, ( �� ' Existing.y� \\ EtBuilding r& EY. 7}N5 ENTRANCE 6851.sf 9 1 story g1 STORY BWLDING... IRa� aa'r �® `' #9700 ENTRANCE ! 3) Palm rF;<,YSy r, cluster Minor Adiustment Notes: 1. The previously approved Major Adjustment (Adjustment#2) was approval stamped on September 19, 2013 (PDS Order 13-028). 2, The previously approved Minor Adjustment (Adjustment #3) was approved on March 28, 2014 (SPMo220144734) via a PDSLetter 'dated March 28, 2014. 3. The purpose ofproposed Major Adjustment(Adjustment vid for P rP 1 1 #4 s to provide _. ) p • The construction of one 1 stand alone office building 3,300 +/- sf. in area: • Addition of a sidewalk in front of proposed building and sidewalk behind prop, bldg.; • Incorporate one (1) accessible parking stall in front of proposed building;. • Modifications to the associated landscape and tree mitigation plans as necessary; • Addition of (4) new parking stalls. light oL STE Ski SET MAIL \\ \ \\G 0 light '~�- Ne�w� Parki Sidewalk Existing Detention Area 0.16 ac. a Igght I `mod' nt fin J r. ( / SITE B F 1 SET NAJ Prop. Bldg. (3,300 sf. k (Approx.) POINT OF TANGENCY FOUND i IRON ep I r, i"' /ry4 7 /! TE SM SET NAIL Entry"\ I bo 1--Existing Sidewalk 15' Landscape Buffer Iht (Typical) FDC tEterEnclosure Total Site Area: 139,544 sf 3.20 ac Impervious Area (Proposed): 58,562 sf 1.34 ac Building Coverage,: 17,368 sf 0.40 ac Pavement- 36,076 sf 0.83 ac Sidewalks: 5,118 sf 0.11 Be Pervious Area (Proposed): 80,982 sf 1.86 ac Landscape Area: 71,266 at 1.64 Sic Retention Area: 9,716 sf 0.22 ac Existing Zoning: CIS Existing Future Land Use: COM Existing Use: Real Estate Office Parcel I.D.'s : 3327-314-0020-000/3 3327-314-0021-00010 Lot Size and Dimensional R Min. Lot Size: 20,000 sf. Min, Lot Width: 100, Min. Road Frontage: 60' Min. Yard': Front; 25' Rear: 20' Side: 10, Side a? Corner: 20' Max. Bldg, Height: 60, Building Coverage: 50% ParkingRequirements Key l Location: Property Owner i Reserve Realty & Investment Cori Applicant: 4455 Military `trail,. Ste 102 Jupiter FL 33458 its Land Planner/ Lucido & Associates Landscape Architect: 701 Fast Ocean Boulevard Stuart FL 34994 Engineer. Engineering .Design &Construction, 1934 Tucker Court Fort Pierce, FL 34950 Surveyor: Accurate Land Surveyors, Inc. 1150 E Atlantic Boulevard Pompano Beach, FL 33060 Traffic Engineer: MacKenzie Engineering and Plannin 10795 SW Civic Lane .Port St Lucie,, FL 34987 Existing Parking: 82 Spaces _--~- ---_-Fire Hydrant Parking Required: 61 Spaces _ General Office: ---FDC 3.5 spaces per 1,000 sf @ 17„368 at = 61 spaces Proposed Parking: &54Dac PGA SakaiCten Inclu s 5 ADA aces 'igh{war'cnax Future Land Use: COM Impervious / Pe Pervious Data Gales: Proposed Minor Adjustn Zonings CG Existing Proposed Total Net Change Impervious Area: 53,027 sf. 5,535 sf. 58,562 sf. +5,535 sf. to a Minor Site Plan # Buildings: 14,068 st 3,300 st 17,368 sf. +3,300 sf. Pavement; 35,022St. 1,054sf. 36,076sf. +1,054sf. Site & Landscape Pla Q Sidewalks: 3,937 sf. 1,181 st 5,118 St. +1,181 at 4J Pervious Area: 86,517 sf. 80,982 sf. 80,982 sf. -5,535 sf. 4; LandscapeArea: 73,999 sf- 71,266 sf- 71,266 sf. -2,733 all. Retention Area: 12,518 September 26, 2(718 sf. 9,716 sf. 9,716 sf. -2,802 sf. er N St. Lucie County, Florida eI Zs h 4 1. Irrigation will conform to Local and State regulations regarding water conservation. 2. All new utilities will be placed underground. Date fay Description PLANT SCHEDULE LP 3. Construction is proposed to commence upon issuance of all applicable permits. 4. Construction shall be setback a minimum of 5' from preserve areas and easement 9.26,18 D.C. Initial Submittal TREES CiG[ i;TY Eta Hhll(:AL.VF�ME COMMON NAN1F 40tJTAIVGR _yE711T NaLIi:'rt NAT{1/� CALIPER. Ines: _... _ .. ----- -_ - lines, Water and Sewer '}t e will be provided ed by Reserve Community Development District. 12...12.18 R.M. Response to Comments. 4.01.19 R.M. Response to Comments 6. Refer to Engineering Drawings for the following information: Ov ? e ° d,"y n,a a s©oche n °C Oak ass° T 61w aeR,E^ caliper Preliminary Paving, Grading and Drainage 4.25.19 R.M. _Coverezl_rear entry Existing and proposed utility and drainage easements 6.21.19 BN Imprevious/Pervia:us adjL Conceptual water and sewer SITE PLAN 7. All requirements of the St. Lucie County Land Development Code with regards to �E,,t rtps.Cevet€ TMENT tree protection are to be met, STREET ADDRESS: 8. Requirement of Chapter 9, Signs, shall be adhered to. services AP ROVED 9700 Reserve Boulevard, Port St, Lucie, Florida 34986 9, The project site lies, within Flood Zcne'x'. t �� t/ M MAY 10 Z(if LEGAL DESCRIPTION: -Existing Sidewalk A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY; FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: Approval Doc. 3 trfn �s Prop ROW Dedication COMMENCE AT THE MOST SOUTHWESTERLY CORNER OF THE PLAT OF POD 20A AT THE RESERVE P. 1 - U D. I CASTLE PINES, AS RECORDED IN PLAT BOOK 38RAGES 23, 23A THRU 238, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, SAID CORNER ALSO LYING IN THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 705.00 FEET AND (377 st (Ti SAID ARC ALSO BEING A PORTION OF THE FUTURE NORTHWESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE THRU A CENTRAL ANGLE OF 10°5324" AN ARC DISTANCE OF 1344.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE) THRU A CENTRAL ANGLE OF 32 21 53 AN ARC DISTANCE OF 398.24 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 20'1621" WEST ALONG SAID LINE (CONTINUING ALONG THE WESTERLY RIGHT OF WAY LINE OF COMMERCE CENTRE DRIVE) A DISTANCE NORTH OF 196.60 TO FEET T OF CURVATURE WITH A E A POINT CURVE CONCAVE TO THEN NORTHWEST THWEST AND HAVING A RA F D US O 25.00 FEET; THENCE SOUTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID CURVE (AND ALONG THE RIGHT-OF-WAY LINE OF SAID COMMERCE CENTRE DRIVE THRU A CENTRAL ANGLE OF 87°43'12" AN ARC DISTANCE OF 38.2E FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 515,59 FEET, SAID CURVE BEING A PORTION OF THE NORTHEASTERLY RIGHT-Oli LINE OF RESERVE BOULEVARD AS DESCRIBED BY DEED RECORDED IN OFFICIAL RECORD BOOK 629, PAGES 2523 THRU 2526, PUBLIC RECORDS = ' SCALE: 1"30 OF SAID ST. LUCIE COUNTY; THENCE TRAVERSING THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID RESERVE BOULEVARD BY THE FOLLONING TWO (2) COURSES': 1. NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 515.59 FEET THRU A CENTRAL ANGLE OF 37031'30" AN ARC DISTANCE OF 337,68 FEET TO A POINT OF 0 Is, 30, 60, REG. # 101E COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 50.00 FEET; Thomas P. Luc 2. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85°24'41" AN ARC DISTANCE OF 74.54 FEET TO A POINT IN A NON -TANGENT LINE, SAID LINE BEING A PORTION OF THE PLAT OF POD 18, P.U.D. II AT THE RESERVE, AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA (THE RADIUS POINT BEARS SOUTH 39'0415" EAST FROM THIS POINT) THENCE DEPARTING SAID RIGHT-OF-WAY LINE, TRAVERSE THE SOUTHEASTERLY Designer DC Sheet LINE OF SAID FUTURE PLAT BY THE FOLLOWING TWO (2) COURSES; Manager BN 1. NORTH 52004'59" EAST ALONG SAID NON -TANGENT LINE A DISTANCE OF 128.01 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A Project Number 17-1010 SF RADIUS OF 812.04 FEET; Municipal Number --- 2, NORTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID) CURVE THRU A CENTRAL ANGLE OF37°07'42' AN ARC DISTANCE OF 526.21 FEET TO THE POINT OF BEGINNING (THE Computer File 17-1010 KW PGA Reserve - Exp RADIUS POINT OF SAID CURVE HAVING A RADIUS OF 812.04 FEET BEARS SOUTH 00047`19" EAST AND THE RADIUS POINT OF SAID PREVIOUSLY DESCRIBED CURVE HAVING A RADIUS OF 705.00 FEET BEARS SOUTH 37°21'45" EAST) cqi calyntlhl Luddo & Associates. l iese doclrrnents did their contents are fhe pry Lusdo >i Associates, Any reproduclions, iusions modifications or use of these c, .. v.. 1. ''I '.I. 1 ,.. - Future Land Use: RS Zoning: PUD ased�c Tree POINT OF COMMENCEMENT- idm 5)UlWW@51ERLY " --- --------- CORNER UP PLA7 OF 9tl R00 20A A. ri; I � RtsrRn r.U.n I PAGES 23N 23A TlIR.I D,. NORTttWtS'?1RI Y k W 23Fi F UHLIC RECORDS LP.= OF COMMERCE CIS" LUCIE COUNTY, FLOZtDA. UTI I'CY & PRIVATE DRAINAGE _ -BEGINNING DE - - - - •ouNo OR'EASEMEMT _ BEGINNING rICLc 'vC If) P C cp PG. 16, ST LUCIE ` - -"" COUNTY PUBLIC RECORDS .�-- R n14i FOUND PERUANE.N7 r� 01' L f^J4�ry'bu ��)' �� ..wt'f (r.�taC.t-''✓0�'b7JrY` I�,r�'� �\ .--^' '� �° Jam, �A^ . •� 044 ro°Pv<r o2j7 �ays i yl,../'`` ry f •,,.- �' ��. � ,,,-. P�. U3, O 0�74(7. `t� Cti ^y'7' ro' r - pA v I19Nt , / �/ / �'° .i"' . '`✓ O \ /:.20' ear Setbac : Ilgnt� host„ o oCI t c� xD v b �i a .,'L a� o' �-•._ Covered �� vca.. cMyO �" v`Ory 0"`�VaO�®� d Q^eN Rear Entry ()..�6 drain: Prop, Bldg. (3,300'sf. r� /lK b ryr ,�y (Approx.) .rf x' `' ... ,... E o" M " Nj � � 2 E6. sF. :. ``� ��C7 tvAL POINT OF/F h� Sidewalk ��^ CURV URL Covered!/ light \ RILL all" n a s od Fr i1t Entr , rOJJrJ S M ".:r .:. ,ro \ U \ y C)^ NQ ID 's EN NANCL N GSTORY COINAFRUAL 4) o Q UUILoinr, a9 a � �r O i Existing o . ' / �s /% ,ll Z 0.5.T. Nn. 4 ��/ a. _ ,9 0 _ o o C, ! toBuilding 5 <u \ R 6. 40. c te, sT. 591 a s 4' N05 s2,v f� 141 Z Q3 Qk COUNTY PUBLIC rtECO�HS © S eE�... 72}7:sP �' °' ��✓ "� \ ,/ �p/f cable 9 • ' p "^,,,..UlJ! Q" `Z, x ,N ce w�n4 aax �o. •_ hgm \.''' \,` `UU.. F*. Cc� Q7 Q�" ACCESS EASEMENT h/ „ .... c..- ] - �.. - , 2 22 PG. 1014 ST • t.'+. iri AN..k. .'., 10 .� 37�1 1 /TREE ©,R B 9 F. C? S .,0 s ... A, ... . - .. \ k b . LUC RECORD PUBLIC a a� ...,. l n U �,9n \ - 1 ��aecoRos - 379 1 /TREE a o <v� Q - 380 1' /'TREE: - o .> -Existin Sidewalk 4 p' G.. \ n ma,, ?� , p, �,�, �. a 9'--.. g F:4 A.. - 38 i it %.TREE 4` 3ra � O r FJI.ND ''./b" i \403 & CAI' tn3so 11 1I �__ Buffer -279 6" /PINE - 382 1' /TREE u.Is Existing .. -280 7.' /PINE ^383 1.' /TREE e us ,,Building 4' \ Light (Typical) -281 ].' /PINE 314 1' /PFcLM TR y� `YseF �. yyfl ��0 6;85tsf �® �� 1 / \ \ s:so2 � � . -282 1' /PINE 385 1' /PAT.P5 /ter `\ \\ 1Stor1' 5'f �J:iU'� o, („i, 263 1' iPINE r e,n:otir V� �� o - FDC - 386 1 !TREE 1 _, / / /� '`� -284 1" /PINII 347 1.' fi'RF:E I d 9700 4qa - Giro / `r ,.� 7' @)' p -265 1' /PINE 388 1' /ROSELLINI •control, '� c> - '�ca�¢�ha tight. `--Dum ster Enclosure -286 1' /PINE 389 2' /TREE II vol vesna 'a 0 �co, ELEV. TW"S+-,� LYI RA\ti S -..... hgarat ;`• O - -287 I/PINE 390 1' JPALM ti ; O r h-288 1' /PINE 391 1' /PALM @ "'_. _ _ '_._."289 1' /PINK:, 392 1.' IROREL'L.IN 3 Palm, ;t' ^� ! 7'„,0°+ _ .-..._..-.FIre Hydrant O -290 1' /PINE 393 1' /PALM 1 cluster �' "�C 5" �� / ! � -291 1` /PINE 394 1' /TREE G b ca.veo i.. r� p .. Q sEra ,,, O � � � p ! ! .,^ ,+o _.•....-292 1 ` /PINE 395 1' /TREE r., !! } O y FDC�� 4� -294 1' /PINE - 405 1' JPALM - E s� P h N. ° � � � /! iJ / ,.� Z 295 7" /OAK -406 1' ✓PACK j ':J 352 A 7 �• _ 407 N f J ^ O'k�i F �ooit-� ii�mieU��o o I� F., O� -298 1' /PINE 08 1 � / PONTPON T OF iI n Future LaZon Zoning: CGM �� , 298 15 /BRAZ/PEPPER 410 1' /PALM PALM PALM' FOUND 1/2 109 6' TREE TREE IRON RODv Q CO t 301 10' PALM/CLSTR 43.1 1' /TREE NO t. 4� 116 6' MAPLE , 4 V 122 6" MAGNOLIA 302 101 PALM/CLSTR- 412 1' /TREE �g4 SITE eM V \\ \VGA f :, c; 130 6" MAGNOLIA 303 10' PALCQJOLSTR-'- 41.3 1' /PINE SET NAIL V A p - / u g f G'S 136 6„ /CR TREE 304 1:0' PALM/ 414 6° o nt JI Cl'� s.� ;� >, '' 142 4" MAPLE * 305 1' JPALM -4.15 i' /PINE \ \ ,d, �• % oo roe. / �``! ``}} 143 6" TREE 306 ],' /PALM -416 1' !PINE light( ". _"m 4Vro O A` n r 1 '� g �✓4 �4r l51 6 MAPLE 307 1 PALM -41 • 1 ✓PINE 152 6' MAPLE 308 '1' /PALM -418 i' /TREE Ivht �a�. A �y\. ; ;a,'u /// h .;� s 153 6" TREE 309 1.' /PINh; - 4.19 1' 7TREE ;$, / 2 a i54 6" TREE) 310 6" /TREE - 420 1' /TREE ~ c� .j A. o // 0 Q 3,55 2' PINE;. 311 6" /TREE - 421 1' /PINE 156 1' PALM *313 2' /PINE) -422 1' /PINE 157 6" MAGNOLIA 6 4" MAIx1rN3 323 6" /MAQNL)LIA - 423 1' /PINE 170 6" GAK �ry 7 4" PINE 324 6" /MAGNOI _A -424 1 /PINE n";t. 'r ¢ 8 4'r PINE - 126 1 TREE 325 6" /MAGNOL: A - 425 1' .!TREE a' J ;3 r) O o „ 0 186 1 TREE 32S 10' /PALM/CLSTR- 416 ].' JPINEI C.) rr 9 5 MAf,IX -181 1' TREE 12 4'' OAK _ I88 1' TRFE 330 1'-6" /PALM-427 1' PALM °' kroy 13 10" PALMS 331 6" /MAGNOLIA ---428 6"' fPINE ..� 189' TREE t tI 14 7" PALM - 190 1' TREE 332 6', /MAGNOLIA - 429 1 /PALM Existing °a" e i 15 2 MAPLE - 191 1' TREE 333 1' /PALM - 430 1' /PALM Detention Area star-,, / - 3,92 1 TREE 334 1' /PALM - 431 6" /PINE w d trlet ( 17 10" PTNL: 335 1' /PALM - 432 1' /PINE 0.16 so. n� p �. - 193 6" PINE 3 >S" ' monhnle 18 1 DINE - 194 fs" PINE 336 1 /PALM - 9.,3 ?. /Pi"NF, t- 19 1'-61, PINE •,,,_ 195 PINE ' 337 1' /PALM - 434 1' /PINE 8� 20 10" PALM CC;tJrelTFR 1 t 196 10' PALM CLSTR 338 1 /PALM - 435 1r /PINE 21 1'--7" OAK 197 ld PALM CLSTR 539 1 /PALM - 436 1 /PINE 22 1' PINE 3,9 8 1:0' PALM CLSTR 340 9" /PINE - 437 1' /TREE l�! 23 1' OAK 199 10' PALM CLSTR 341 6" /P«'ELM - 438 2.' /PALM/CLS' 24 1'-5" PINE 200 10' PALM CLSTR 342 6" /PALM 439 10" /TREE �.a d Existin °; -� 25 7" OAK 201 10' PALM CLSTR 343 6" /PALM 440 1' VPALM 033MO Tent Sign 1; 26 1D OAK ,t a 202 10' PALM CLSTR 344 61' /PALM 441 1' .JPALM a \i 9 0 ;% 27 1' OAK g19lP - � .41 0 axi ©'.,/ 28 1' PALM - 203 r `TREE TREE 345 6" /PALM 442 1r /PALM c ark, "'sF�E gr %R0p4 o %o Ar o 1,- 4 Storm in �T rRF oR`�67 °s New f+1) rJ' „ OAK 209 . 346 2' /OAK 445 5 /PALM srrEeM \"--Existing Sidewalk 30 1' OAK 205 1' TREE 347 4" /OAK 446 5" /PALM A y 5 m, � 206 10' PALM CLSTR 348 2' /TREE 452 1' /PALM p. Q,v�• 31 1 OAK 207 10' PALM CLSTR 349 2' /TREE -453 1' /TREE c) fl5 r,,{ Prop: ROW 32 10' PALM 208 10' PALM CLSTR f `U nRa -Dedication 33 10" PALM 209 10' PALM CLSTR 350 2 1 /IRfE 456 1' !OAK sign wall tight "-� ($775f. (m01)} 34 10" PALM 21010 10' PALM. CLSTR 351 2' /TREE -457 1' !OAK ohs dti /!/l -35 7" PINE 215 5' TREE, 352 1' /PALM -458 1' /PALM a POINT or 21 -.36 5" PINE 216 6" TREE 353 1" /PALM - 460 1' /OALM- a' cu - 37 10" PINE 354 1' JPALM - 460 6" /OAK 217 6 ' TREE - 38 10" FINE � 355 6n /PREP' 461 6° /MAGNOLIA 618 6" TREE light 40 7" MAGNOLIA 219 6" TREE356 6" /TREE -462 S' /PAL:3 Q 9 p "~ Al I' PALM 223 6n TREE 357 5" PALM -463 1' /PALM e.,., 4.2 21 FINE 224 5" TREE 362 1' /TREE -- 464 1' /PALM 43 1.' TILE 225 6" TREE -363 2' /TREE -4.65 1' /OAK \ 44 1' PALM 245 6" MAPLE :364 1' /TREE - 466 6" IOAK 65 511 OAK 266 6" /TREE - 365 1' /TREE - 467 6" /PALM 66 6" TREE 267 8" /PINE 366 1` /TREE - 468 6" /PALM O Trees impacted by 67 6" TREE proposed building 68 6" TREE,, 266" /PINE 368 1.' /TREE -469 /PALM but under mitigation - 69 7.' PINE 269 5" /PINE -368. 2. /TREE. 970 6 JPALM requirement -70 20' BRAZ: P°v"Pl' CLSTR 270 3" /PINE, -369 2; /TREE 471 1.' /OAK 73_ 6„ CtJE 271 1 ,PINE -370 1 /TREE 472 1 /OIAK -Offsite Trees not 72' 6" TREE 272 1-' /PINE -3 71 1 r /TREE 473 1' /OFa included in Galcs 73 6" PINE 273 5`" /PINE 372 1' /PINE 474 1' /OAK 11 TREE 274 g" /PINE 373 1' /PINE - 480 1' /OAK *Existing Trees 8� 6,1 TREE 275 1' /PINE -374 1' /PINE - 481 1' /OAK Preserved to Offset 85 61, TREE 276 1' /PINE - 37 5 2' /PINE - 462 1' /OAK. Mitigation Debt 91 6" TREE -2.17 1' /FINE 376 21 'PINE - 483 1' /OAK 92 1' PALM - 218 1.` /PINE 377 2' /PALM - 484 1' "OAK Miti anon Data.V�llv N^*� Native Canopy Trees Removed 1 24" DBN v Mitigation Required 48"(2:1) Native Palms s Removed 4 Palm lu O & as so Cl+c`. . Mitigation Required 4 Palm(1:1) 701 EOcean Blvd., Stuart, Florida 34994 (772)220-2100, Fax(77 Mitigation Legend: Key i Location: Trees to be Preserved (Mitigation Offset) XTrees to be removed ((4) Palms) •) Trees to be Preserved (Landscape) Mitigation Notes: 1. Tree mitigation is for the removal of existing native trees greater than 12" dbh. 2. Palm mitigation is for the removal of existing native palms greater than 10' clear trunk height. 3. All reasonable steps have been taken so as to preserve as much existing native vegetation Prop" Owner Reserve Realty& Investmenteompa Applicant. 4465 Military Trail Ste 102 as practicable. Jupiter FL 33458 4. Trees to be mitigated are located in areas ,,1 Land Planner t Luddo & Associates designated for construction, Landscape Architect: 701 East Ocean Boulevard 5. A suitable protective barrier, constructed of Stuart' FL 34994 metal, wood, safety fencing, or tither durable Englneer, Engineering Design &Construction, 1 1934 Tucker Court material shall be placed around existing native Fen Pierce, FL 34980 vegetation to remain. 6. Existing native understory not in direct surveyor: 1160 E Atlantic tlLand surveyors, Inc, t 150 c Boulevard Pompano Beach FL 3060 3 , conflict with proposed construction activity P p shall remain in place.. Traffic Engineer; MacKenzie Engineering and Plannd 10796 3W Civic Lane Port St Lucie; FL 34987 PGA Sales Caen Proposed Mincer Adjustn to a Minor Site Plan � Mitigation Plan September 26, 2018 St. Lucie County, Florida Date By Description 9.26„ 1H.. O.C. Irsitiat SubrnJttal __ 11.-12.1.8 R.C. R.esponse,.to CQrnme.nts D,C. Repone_to Cammenis 4 25:.19 R M Covered rear entry 4 ky "s Appr+a Detc t*aia 1b P lips t NORTH tE4 y 5 SCALE: 1" = 30' 0 15, 30, 60, REG. # 10 Thomas P. Li Designer DC Sheet Manager BiV M � Project Number 17-1010 Municipal Number -- Computer File 17-1010 KW PGA Reserve - E: Copyrght tuddo & Msaaales. These ibanneids and #* contents ate the hi t )ssoa&des. Any reprodue ions, revil;in, taldfceafitris or use of 0 Withhid f6 ovnrw miff" minew of jIII III, Awrnl as k i nhi$W IV LOCATION MAP G'& TAM PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY- SUITE 201 PORT SAINT LUCIE, FL 34967 1 LN 772-462-2455 0 www.ede-inc.com ENGINEERS 0 SURVEYORS ENVIRONMENTAL F.B. P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 CONSTRUCTION PLANS AND SPECIFICATIONS o Pro KEY WEST�PO ,®'v 9 p0 T ST. LUCIE UPITER WEST PALM BEACH MIAMI PGA SALES CENTER SECTION 27, TOWNSHIP36S, RANGE 39E SAINT LUCIE COUNTY, FLORIDA Project Location VICINITY MAP INDEX OF SHEETS CD 7 M �f Ge-m A z Q z O Z O B Lu w U � v/ W c Cn 1. COVER < 2. DEMOLITION PLAN a 3. HORIZONTAL CONTROL PLAN 4. PAVING, GRADING & DRAINAGE PLAN AND UTILITY PLAN 5. PAVING, GRADING & DRAINAGE DETAILS 6. UTILITY DETAILS 7. UTILITY DETAILS 8. STORMWATER POLLUTION PREVENTION PLAN & DETAILS 9. SPECIFICATIONS LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE MOST SOUTHWESTERLY CORNER OF THE PLAT OF POD 20A, AT THE RESERVE, P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 3B, PAGES 23, 23A THRU 23B, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, SAID CORNER ALSO LYING IN THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 705.00 FEET AND SAID ARC ALSO BEING A PORTION OF THE FUTURE NORTHWESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE THRU A CENTRAL ANGLE OF 10-53-24" AN ARC DISTANCE OF 134.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE) THRU A CENTRAL ANGLE OF 32°21'53" AN ARC DISTANCE OF 398.24 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 20°16'21" WEST ALONG SAID LINE (CONTINUING ALONG THE WESTERLY RIGHT OF WAY LINE OF COMMERCE CENTRE DRIVE) A DISTANCE OF 196.60 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID CURVE (AND ALONG THE RIGHT-OF-WAY LINE OF SAID COMMERCE CENTRE DRIVE THRU A CENTRAL ANGLE OF 87°43'12" AN ARC DISTANCE OF 38.28 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 515.59 FEET, SAID CURVE BEING A PORTION OF THE NORTHEASTERLY RIGHT-OF-WAY LINE OF RESERVE BOULEVARD AS DESCRIBED BY DEED RECORDED IN OFFICIAL RECORD BOOK 629, PAGES 2523 THRU 2526, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY; THENCE TRAVERSING THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID RESERVE BOULEVARD BY THE FOLLONING TWO (2) COURSES: 1. NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 515.59 FEET THRU A CENTRAL ANGLE OF 37°31'30" AN ARC DISTANCE OF 337.68 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 50.00 FEET; 2. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85°24'41"AN ARC DISTANCE OF 74.54 FEET TO A POINT IN A NON -TANGENT LINE, SAID LINE BEING A PORTION OF THE PLAT OF POD 18, P.U.D. II AT THE RESERVE, AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA (THE RADIUS POINT BEARS SOUTH 39-04-15" EAST FROM THIS POINT) THENCE DEPARTING SAID RIGHT-OF-WAY LINE, TRAVERSE THE SOUTHEASTERLY LINE OF SAID FUTURE PLAT BY THE FOLLOWING TWO (2) COURSES; 1. NORTH 52°04'59" EAST ALONG SAID NON -TANGENT LINE A DISTANCE OF 128.01 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 812.04 FEET; 2. NORTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID) CURVE THRU A CENTRAL ANGLE OF 37-07-42" AN ARC DISTANCE OF 526.21 FEET TO THE POINT OF BEGINNING (THE RADIUS POINT OF SAID CURVE HAVING A RADIUS OF 812.04 FEET BEARS SOUTH 00-47'19" EAST AND THE RADIUS ITI F SAID PREVIOUSLY DESCRIBED CURVE HAVING A RADIUS OF 705.00 FEET BEARS SOUTH 37-21-45" EAST) N .8 R. HARWWN, R� DATE) w �S7 4ORIDP-�`.0 $1 pO� Y - SUITE 201 fFtvc� L34987 772.462-24TTT5��r5��`` I Z 0 W 0 0 z W z z z LEGEND +fi EXISTING SPOT ELEVATION EXISTING LIGHT POLE (TYR) SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. UTILITY & PRIVATE DRAINAGE EASEMEMT P.B. 40. PG. 16, ST. LUCIE COUNTY PUBLIC RECORDS FROM PROPOSED BUILDING) EX, 12'' FORCE MAIN ('il'P) EX. 12" WM (TYP) EX 12-in WM PLAT LIMITS / EX. CLEANOUT INV: 23:26 EjC 12-in WM EX, 8"4" WET �/ \ e �' .►�"�" ?' /�/ TAP W/ 6" GV CUTBACK t11 LF ,xti °j�, ° 287 EX. STORM PIPE & TIE Epp °213 1^ / TO YD-6 (SEE. SHEET 4) b EX 12-iP EX. 811WM CUT BACK 25 LF aye e^o- x2e?9 9�' ,y /"\ a :a.•/ /�: EX. STORM PIPE & TIE ° ti +28.37 M �`® / A. w"� EX. 5' CONCRETE WALL "/ ! RAI E EX DMH-1 T0. RELOCATED C.S. yJM ,•91 c > �9 ^ ^�� ti^^w / \ r \ �t5o : �� ! j✓/ / CONTRACTOR TO FILL & RELOCATE EX. DRY DETENTION (REGRADE AREA TO DRAIN AWAY d 10 y'! ry0 3\ GRATE OF 2 r:00 TO 27.30 (SEE SHEET 4) EX / Aryo- N xry� xti X. INV: 21.50 / b. Te. _ h /G * *w FY G6 2 \ 40.0 & ti x �� e \ EX. YO-5 �? - 01 $`/g o A �•� ,Ie' �N ri, v CI ATE 2612 R IM' 26.72 X12 x e�` e tiM x. IN J 22 51 \ NV: 24.27 'o tie y,,2 M,�e �\4 A A 'tiF. WATER MANAGEMENT dPR\QP M� ry^� i/� „� xKi g ! TRACT NO. 1 \ POE x • i% x ✓ '�' i m 9 s� x e. m N ! i� P.B, 40, PG. 16, ST. LUCIE \ OF>,pJN `�-/- �0b �/ ,`>�"' - x�'ry tiryi .xkyy ?F 1', /�/ ;/- *.:.1266 COUNTY PUBLIC RECORDS / \ J'T \ / \ g + sa3 ULTIMATE .� \,Lao gm h ' '� ebb �� e titii o-ti �9'st+ s \ tiE I DRAINAGE EASEMENT RECORDED IN OUTFALL \ " E 1 x'� ti/ xy'' ' 1U "� OFFICIAL RECORDS BOOK 2922, PAGE 1035, \ s ° °eF' ° ° " M • = bo rCv RELOCATE EX. C.S. RIM: 27.00 r`� ST: LUCIE COUNTY RECORDS. / ® / r \ dbj � RIM' 24.35 ,�A / ,� IRRIGATION EASEMENT RECORDED IN INV: 21.50 M°°46 9 e. x ry. ,fie 7 �� OFFICIAL RECORDS BOOK 2922, PAGE - ° \ IJ F� / _. _ / \ry z8" * %j EX, 1 RC \1 EX. YD-4 \° - } - REMOVE i e i ��.. /j b 1025ST. LUCIE COUNTY RECORDS. \ 'F12 / / N \♦ \ EX. M.E.S. ' xti / °` - 1 RIM: 26.77° +z5.9 '� ti \ e� /;? i/ .� t' •a`�O. .p INV: 24.67 1 ` 1 INV: 22.50 ry Y� N e.. ✓ 7+ rG- REMOVE ' M'L0 M Ati y `� / Z j % o O x`LA /• �' x A+24.12:\x,y`L'' % /% C ^ l RI E .00 IV ° .•4? ° p. yry° ,' \ p}24.62� /-1/T-RFMOVC 4 Pit° �. �\ �y. /a°° y4 \V / i� EX-LIC'Ilf POLE x'L�� O / (� 1 O RELOCATE T,. 6v / ,� s\ \ ,b i x Ex- 15 RCP EX. AC PADS ./• �' �/ �/ /Y* Ex c61EX. CLEANOUT EX. VPVC/EX. YD-3 INV: 26.88 FENCE li10'U.E. FPL GRATE 2582 ii 0 RIM: 27.15 CUT BACK 120 LF n I I INV 22 52 ��O.S.T. NO. 4 w� \ ` INV: 25.45 EXISTING 1 STORY BUILDING EX. 18" RCP & TIE TO �" P.B 40, PG. 16, ST. LUCIE \ EX.AC 7,217 SF CB-2A SEE SHEET 4)n ( # /x Os "SAW CUT&COUNTY PUBLIC RECORDS /00 PADS rk FEE: 27.75 NAVD �•� e 1 ♦ l� sz\j v A\ REMOVE PORTION x�OF EX ASPHALPLATLIMITS �i� o-�X. CABLE BOX x �;REMOVE� (^ 'a EX YD 2 'o. \ .?\��m; ryo-� / Z+ , m\.�r , cC/,., / 99 9 v EX. TREE(S) j M,•b k b,� RIM 27.43 mso\,\. 26.03 \ /`\; �\� }� \\ / o $ p / °k �'3 \ / m v� I1/I S� 1� �. ACCESS EASEMENT 1 tibo "'• t \/ A A\ * EX C��" 0A O ORB. 2922, PG. 1014 ST: O q , LU IE COUNTY PUBLIC oAy IMF \ , '' /,z' \ \ FIRE LINE / n`I� � • RECORDS �yti EX. AC PAD ,/26.48° / ° / /// 4, . / / /° ° EX YD-1y�°/"��o. EX 18 RCP .�o \ ° RIM: 2720 b° EX 6 WM INV: 25.90. ,a v v v xti % s / °302 bEX. FIRE / \ ^ EX. AC PAD / EXISTING I STORY BUILDING'..e,HYDRANT \,lI v ^oP �.,e 6,851SF / /",f �1v N; v ; ,yE,' �v/� vv v / :�' /�n D D r , FEE: 27.75 NAVD � ../ ,-� F`� DUMPS t, `s\\ EX 1;oNr L U \�,z z.� w' �� sw/1.`,p1 '�+ f/ Al d b• . � ° �✓ �\ \. VALVES \ Oar � . � � � lool ro'v% REMOVE o a' b� EX. MES-9 vo� INV:22.55 41 f °t ° 352 ° y �` r� I EX. FOUNTAIN�t,. ol 'V' \ ,e�. TX: CATOFI. // + ^O1 i / v //�/ EX. VAULT R' `� .'LOr` /%" ii BASIN \ \EX. SIGN REMOVE EX. CONCRETE + HEADWALL / is Q U \�Ad �k\ \ .� EX. FPL PAD , _ A V `. y� �' .A/ 7�.0 b ,�. J l // p l° �z °EX. ATT u VAULT I , h ro e e o/ ✓ / s s�� ;•l� REMOVE \ tib xis ' EX. PIPE \ \ EX. SIDEWALK tir e a i xti yti' C e _ �i e� V / / �/ o � �2e 10 xtio-ee xtio- REMOVE 'e �..\ b . ( 1 �\ \• , EX. CONCRETE ry \ \ ,yV e/ + �2 HEADWALL � ,dY /l \� EX SIGN \\ .�\ tib rye• ea REGRADE EX. DETENTION AREA Yj �^� / !/% EX DRAINAGE � \\ (SEE PAVING, GRADING &DRAINAGE PLAN ON SH ET 4) x1 EX. WALL v�y� v "�s0007: 9.15 \ ,q 10 GOOFS TPk� \ \ h %ry \ 334 e 336' 1 '/-111 / FRa / EX DRAINAGE EX�SIUMAN! 10E i�u\ y� NC ' EX STORM / INLET Q�'•�y 70i42s Rv �A EX. WALL FC061 �; 7< ,'�. RFC QR S r a<. / i 25 0 b 0 g U O ❑ r ,... ^'r'liM1RrP.PMf^!�x.T 11A1111llleRl� ■ ( IN FEET ) 1 inch = 30 ft. NGVD (29) 23.00 26,24 27.50 Q d O 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 772-462-2455 www.edc-inc.com - F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 3 D p m c W o W v ❑ Q z 3 a O} _ U ZZn vJ -a a c W g < N n W K❑ N LL ❑ Q LLB Z Lij C) J 0. 0 2 O J LL 9 z w 0 U z O N 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 ''n 772-462-2455 18-261 (e A. LEGEND +0' EXISTING SPOT ELEVATION EXISTING LIGHT POLE (TYP) PROPOSED M.E.S. f PROPOSED DRAINAGE INLET omEXISTING BRICK PAVERS EXISTING CONCRETE PROPOSED CONCRETE r+ EXISTING ASPHALT 't a PROPOSED ASPHALT \ \ 10' U.E. SURVEY NOTES: UTILITY & PRIVATE ELEVATIONS SHOWN HEREON ARE DRAINAGE EASEMEMT RELATIVE TO THE NORTH AMERICAN P.B. 40, PG. 16, ST. LUCIE VERTICAL DATUM OF 1988 (N.A.V.D.88) COUNTY PUBLIC R=coRgs AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. EX. 12" FORCE MAIN (TYP) EX 12-in WM �\ PLAT ,(� j EX. CLEANOUT LIMITS ryb3 • • EX,11 m FM \ INV: 23.25 flX 12.1n`t'IM a • . . ..... �9 FM • �. -- .114' �3 °rye �ry EX. 12".WM(TYP)At �b EX.12•tn \ j l EX. 8'k6" WET RAISE EX. DMH-1 GRATE OF 27.00 / T 27.30 TAP WI 6" GV 1.50 \" EX CB EX. INN: 2EX YD-5 GRATE CONCRETE \ -;,f.^2 1 \ RIM: 26.72 0X g4:�o'R° /%I20.'.. / INV 2751 \ WALL \\ INV: 24.27 G \/ 21.10' P . m1 /. WATER MANAGEMENT � QRNP'SF,�` � / � % =/ TRACT NO. 1 \ 10 SEE b P.B. 40, PG. 16, ST. LUCIE \ Oly�N �� , . �® �, / / l\. e zas COUNTY PUBLIC RECORDS N'I Y IMATE LT�y yq2' g� o try , d ROPOSED DRAINAGE EASEMENT RECORDED IN \ 'I� k OUTFALL E1.X, • / OFFICIAL RECORDS BOOK 2922 PAGE 1035, \ RIM: 2T00 `e .� F 10' U.E. ST. LUCIE COUNTY RECORDS w / 54' INV: 21.50 IRRIGATION EASEMENT RECORDED IN ,k y •• b EX 15 RCP OFFICIAL RECORDS BOOK 2922, PAGE EX. YD-4 \ oph N10` �'O • / BUILDING (33,290 SF) » 'Q \ 1nRIM z5ST. LUCIE COUNTY RECORDS. \ �'f, % FEE: 27.10 NAVD �' : 24.7 / / °kM10 w� INV: 24.67 N. 65'�\ ati. �. /� Y' / 424� spy �o° A / A \ � IT 1099481.59 V \ 1 lLII6185405% N1009A 57.1I 4 'Z EX. CLEANOUT / A\ CB-2A� EX. CB-1 EX. YD-4 ��"� • EX. AC PADS EX. 6" WM \° - .,� % GRATE: 25.82. .�' EX. YD-3 INV: 26.88 1 ,. ✓ ,bo / l , �, FPL 1x 'INV (NE): 22.52 RIM: 27.15\ s I // O.S.T. NO. 4 ho \ INV: 25.45 EXI TING 1 STORY BUILDING w ` NV (V). 27_.50 ' EX. U PVC N:1 C199A56 75 ' P.B. 40, PG. 16, ST. LUCIE ' ^ \ \ EX. AC 7,217 SF FENCE e �� • / �/ '- COUNTY PUBLIC RECORDS / PADS FEE: 27.75 NAVD \ \ .� I `Sr 1838 37 - - / � \\, L. ACCESS EASEMENT n 0 R B 2922 PG. 1014 ST. LU IE COUNTY PUBLIC �' RECORDS \11 � •�i c i r m PLAT \Y \ �W'� EX. C BLE BOXY' �I"� T N 1099448 80 >' LIMITS `/ �x / \ \ /- t, '` E 3618778II / ��• /�+/ // x •p^y ,M M� \ RIM: 27.43 \ \a'.\ '�/ .- '� = s •� / EX. FDC / / //0 INV: 26.03 FIRE LINE p EX. AC PAD / / j ` m EX 'IS RCP RIM: 27.20 / A/ / 1 / \ INV: 25.90 Ii302 EX. CONTROL EX. AC PAD / / , / FX FIRE 30t 6,851 SF / / .. / / HYDRANT / 'r � l .� ;> on ° •/ • 9y //i jj VALVES EXISTING 1 STORY BUILDING 'wT'' FEE: 27.75 NAVDlb I!'isi;!€itt1II N 10993h3 80,V t N4 o, E 86150 ' 44 a t v • m N:109349 14 E'86 150517 CB-1A 1 1099334 06 •h0 \ ? q // ' �� / � •;, o e c rv1 861488.67 IR'+ \ 'syv� /•>�EX. MES INV: 22.5-5 N 1099311 62y m4 \ G N109930G10352 • E 861494.62 N.1 '09.,° 29958 EX. C>4 CCH %% \ � * \' E 861485 32 BASIN k N109927369 / ©'t \* Irk t tl ry E 861573.22 w I ++ t3l ' d + y EX, VAULT q w ais tTI t -.Id t N109927468 � � r 1 � {i{`t , t3itl 1, '% �Pt 3 F r \ \. a' 1 1- 861572 03 U � N, l ti°1 % / /J� 14, \\vEX. SIGN ,� �. / / a Jz // \ N:1099271 22 N 109924801 f ( e /// E`I Q� \\ V A F,86- S74 29 E 861682 67 � 11 $ / / �1; �1 ��U h `/J '\ \ V, � V A /"- / EX FPL FAD _ '' .Q' $0/ VAULT i ®• ry J/€ 1099245,15 �*.�� •4`® N:1099246 80E 861577 84 ; y \ , :y �y E61542.96 6 N:10992,44 70 ° \ y,3w, y V V\ m -bp \ V A • 'A A ro ,'�` E•861583 30, A A J N:109922644 N:1099240.72\.; \ EX. SIDEWALK A E:861618.08 12' E:881696.73 \ N:1099231.14 N:1099219.3 E:861562.42 N:1099213.51 MES-1 E:861695.89 \, \ k ..'./ / �'• j E:861573.06 ' N:1099204.69 N:1099204.39 �> SEX SIGN `�, \\ • E:861697.08 / E:861586.82 RELOCATED • -\\\_ N'1099193 67 DETENTION AREA VA�VA �A Ei861600.40 TOB:±9,716BE BOTTOM: t3,805 SF EX. WALL ; i1 N:1099155.37 :\ I-• , l 11 E:861705.93 7. 33 P� O�� N:109913 .70 E SIG • n7 / / !,. 7�7G, �AV�, 'V -365 E:861683. 3 ezy°�p�7��F�� EX STORM ez "yLET •363 7,x STRIPS � \ �� EX. WALL i•�.:. � j // ok) /� t p6 ' r ✓" 0 30 ( IN FEET ) I inch = 30 ft. t ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 M 772-462-2455 -A www,edo-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 W Z ui w KC 00 OF z z w 0 0 z 0 y 0 Z Q J LL 0 0 Z ®z N J H Cn (DATE) Pe 10260 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 T 772.462-2455 18-261 a N 21 0 z w z LEGEND +111, EXISTING SPOT ELEVATION �i--� PROPOSED FLOW ARROW ire! EXISTING LIGHT POLE (TYP) ® PROPOSED M.E.S. j PROPOSED DRAINAGE INLET EXISTING BRICK PAVERS EXISTING CONCRETE PROPOSED CONCRETE 1L&mIiIljill�ll;� EXISTING ASPHALT PROPOSED ASPHALT SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. NOTE TO CONTRACTOR: 1. MAXIMUM 2% CROSS -SLOPE ON ALL SIDEWALKS. 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT. / 3. RE -GRADE AND SOD ALL DISTURBED AREAS. \ 4. ALL CURBING SHALL BE INSTALLED PER FDOT INDEX 300. TRANSITIONS TO BE /� INSTALLYD-6 FLUSH SHALL BE 3 FEET MINIMUM IN LENGTH. '(TIE TO Ex. STORM PIPE) 5. THE PROPERTY OWNER, CONTRACTOR, AND AUTHORIZED REPRESENTATIVES / RIM: U26.90 SHALL PROVIDE PICKUP, REMOVAL, AND DISPOSAL OF LITTER WITHIN THE INSTALL WATER1 LINE PROJECT LIMITS AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE AREA EETTA" 2" POLY WATER LINE WET TAP REPLACE 6" TEE FROM THE EDGE OF PAVEMENT TO THE PROPERTY LINE WITHIN THE CITY'S Wi 6" Gv W/S"CROSS 121 RIGHT-OF-WAY IN ACCORDANCE WITH CITY CODE, SECTION 41.08 (g). / Ex. a" wM INSTALL (1) 6" GV \ / RAISE X. DM & 6"x2" REDUCER H-1. \ GRATE OF 27.0 TO 27.30 12a°; \ / EX. NV:21.50 �o \ INSTALL 4' SIDEWALK G (MAX 2% CROSS SLOPE) • ^ \ \ \ a \ EX. 12" WM (TYP) XIMATE,iP yg ' OUTFALL \ ' 01'1Z ,y 1 x x M ►27.00 . \. WATER MANAGEMENT RIM: 27.00 / eF� a INV: 21.50 � ° 1,63 27.50 TRACT NO. 1 •" \ , eO ° A65i / x P.B. 40, PG. 16, ST. LUCIE EX. YD4 \ A2Tc / - 5 b COUNTY PUBLIC RECORDS / RIM: 26.77 • -. / +26.9 `8 r� INV: 24.67 �p'l� / j ^ °"° DRAINAGE EASEMENT RECORDED IN 1` V, Mtiti 0.q! r / 1 / 27.55 / , A• OFFICIAL RECORDS BOOK 2922 PAGE 1035, •ry'y,A, " '1• `N / , ✓ • z • cl \• ST. LUCIE COUNTY RECORDS. •" MM V y • 6° f / / TAC- •;�: •�\� IRRIGATION EASEMENT RECORDED IN / INSLL S-1 / :(�G (ICY C sy ° .ir, INSTALL 1" METER & RPZ INSTALL 6 LF F 2" POLY SERVICE REGRADE AREA TO DRAIN AWAY FROM PROPOSED BUILDING xti INSTALL CO-1 V OFF BUILDING '•10 INV: 24.10 10' U.E. xryy ryry� BUILDING (t3,290 SF) `ry FFE: 27.10 NAVD z` ;t INSTALL 11 LF 6" ADS < (CONNECT TO CS-1 / @ INV 22.50) INSTALL WYE CONNECTION EX. 12" FORCE MAIN (TYP) TO EX. SANITARY (M.E. INV) UTILITY & PRIVATE DRAINAGE EASEMEMT INSTALL±27 LF R.B. 40, PG. 16, ST. LUCIE 6" SDR-26 @ 1% COUNTY PUBLIC RECORDS PLAT. EX. CLEANOUT CONTRACTOR TO FILL & DETENTION LIMITS INV: 23.25 RELOCATE EX. DRY (REGRADE AREA TO DRAIN AWAY pg1' INSTALL 5 LF FROM PROPOSED BUILDING) M 6" SDR-26 @ 1 % EX 12-In W p yy i INSTALL CO-2 �l. ; L�.� •/ / INV: 24.05 ry° n FM>' / �• I 287 12A, F'M l .214.213 zr +28.37 .1b o- ° �Lk d` xry xrIkz %ryhb,<'I°• ^, �� •G �� N•tb EX CB-2� EX. 5' ,_A("GRATE: ,26,12 �,lCONCRETE •�. / ,I, xry� INSTALL ` /Li INV: 27510.\ Fg WALL ' Nv - AC PAD W/ xA' `GATED FENCE /�G `� ry5ti >n`v.,\ �. v/l �• �� myN,!%.` 52.E /� / ?yA'l'y90:'41/� se x+sue, 1oe', j� r ME ±2864 9P -EX 15 RCPA° � ° �. b b INSTALL CURB �, /./ •,a6 STOPS (TYP)v INSTALL 5' SIDEWALK (TYP) (MAX 2% CROSS SLOPE) OFFICIAL RECORDS BOOK 2922, PAGE �Py(�!t` P y1 \ PER DETAIL \ 6 - 27.1 + a o , ° 1025ST. LUCIE COUNTY RECORDS. Q� Qf ` Ole S- ON SHEET 5 �'� / i1.E.±27.60 EX. AC PADS • \ 10 - +� M E'826 56•a,T� RESTRIPE o •,. EX. & PVC / ry� 26 77 j (9) EX PARKING �v g `SPACES 6 /♦� EX. YD5 FENCE \ < h // o ��. ♦.yT1` / % / / RIM: 26.72 INSTALL LF / \ �'. \ `CB-2A ,� INSTALL HANDICAP STALL • � ��•� // / \ 10' U.E. O.S.T. N0.4 "^e P.B. 40, PG. 16. ST. LUCIE ° COUNTY PUBLIC RECORDS "^O . PLAT \ LIMITS "^ (ACCESS EASEMENT >rr.wri V / \• PER DETAIL ON SHEET 5 / jr INV: 18"RCP 0.00% � EX.YD-3 @ 1 � FPL i� �, �\ G/ ... ♦8 /�/ y RIM: 27.15 X. CLEANOUT CONTRACTOR TO b �{ % (; I Jzs EX. CB-1 / �t / \ \ INV: 25.45 INV: 26.88 GRADE AREA TO ,y' / ' �b \ : �--, GRATE: 25.82 ^ \ \ EX. AC DRAIN TO C8-2A �, INSTALL 53 LF M E 7°7 -INV (NE): 22.52 / (STING 1 STORY BUILDING 0 INV 22.50 / PADS �� s 93 RELOCATED 15" RCP @ O.y"�/k t ,. (lM: / ;'�•;'��y`�t�� 7,217 SF \ ./14.d,-? \ 1M.E. t26.55 %��, „ry FFE: 27.75NAVD "-1,I / \ \ EX. 6" WM ti TIE EX 18 RCP TO EX. YD-2 \ EX. ABLE BOX \ \ 9 .yg x m\� +11 < Z CB 2A @ INV: ±22 55 \ RIM:27.43 \ \•' .\\ / 4' 2 o' .�% �•'% //// gIry„;r • // V INV: 26.03V EX: FDC..' } ,s•., If 1 1 ORB 2922, PG. 1014 ST. " yQ0 ,O \;�•✓ %` +„9 �\ '� \ M E t26 50 \.. // '`'' / �, LU IE COUNTY PUBLIC °6 k "/ }' EX 6 /� • "\"� / , a ` / p/ RECORDS y'e ° \ EX. AC PAD / / / ` 7� , \ \'7 ! a/ / ! !"�' m FI RE LINE EX.YD-1 /� / ryb�b �� , m ti°� M.E. �5o/a ,a..'/ 'lII( RIM:27.20 �'./4< INV:25.90 '"/`°•\'> :fir �� xo. /. // >:-EX 18 RCP'. \. .302 / EX. AC PAD / + �\IP EX FIRE . J °� , ,• 1, ,,,: , - < EXISTING 1 STORY BUILDING F• ' • +yr• - / ,I � � gPHYDRANT E WALL +- / \ \/ 6,851 SF / I1✓ `.:> w �// ° FFE: 27.75 NAVD i26.79 1\GsN tiff / M.E. '• -ham'• �' / / /�� .�im Y � 7 2 7 °• ° `� s .41 7' 4 EX. CONTROL\�. dB \\ \ m\oy L J/� ° �.° "c VALVES° �:� / \ •'•� r \ _ INSTALL TREE a\c }°^ a /2y6 / CB-1A J' y r �" �'• o (BY OTHERS) o .v^ INSTALL CURB CONNECT CB-tA �' h • STOPS (TYP) (! �/ / n ab e TO EX. 18" RCP m �/ .5� i-�R�i�.3t ! 'I tiy'�y7It •� +'�. a m „ryA �� 7' % ��t'. � u • .�� ,�• °� i "_Y _ -° I , 6+h ',t"ll' 1I°SI�y)+t,�C�y'"uiJ')t,�11r1i�ol(1I�1j{�I(,7II"xxx� x / ,h♦4 @INV: 22.66 352 / ryM.E / 0. EX. VAULT ti o'Lo / r it '�\ �✓ J, '�" ' �, � i i' � � I I I & .al \ z IA i \ '� I t t i� 'Id'Kt.. �� , u ,ll �I+, I tl, +u fjjl I. )•x pt / ry� ry U p CONTRACTOR TO ° J / /, , ,1 d iv' I+I�I� e+' , Ill+l .i Ilt ' r/ �/U . \ � flu � tr+'., qi( ° . � ' Ifll I �y � II+'�- I / FILL EX. SWALE 1 SEX. SIGN �•�` b n h-� �� i' M.E. tt,111'g+I�Hile ( t rlil��,'u;u \ �,• Blip'+I#i�(i'"akl$„�rll! iik4+t+ t r + I 'i+#I 3 y� i t I t Y+.l � n'li!•.i i `� 1 �Il itl ±` �,,� .// / Qom-., 1/ f l/ q7��w� Ex. FPL PAD q i A ' � INSTALL LF *l l a, OZ7 ci J EX. ATT I \ �� ti 4"y \..` 15" RCP @ 0.00% / / / �V 2`na'm0 �v v v • AULr A xI ° �� ll/ I-o �o a 11 IN \ \ \\ ♦� a c ,� xryAry ti^ %hb�o- %m xry° ry"a" \�° \ EX. SIDEWALK �. \mil. • � } •� 61° � J? z ryb \` • ; '/ / / / Q- ..� MES-1 x REGRADE EX. DETENTION �\ ,,p g�'.•/ / / // RELOCATED , ♦ TOB T025.55 y }� /3 / �//MANHOLE r EX DRAINAGE r ® \C •.. DETENTION AREA / ryb• BOTTOM TO 22.55 `�. ' / O ,�\\ . • \\ TOB: t9,716 SF (4:1 MAX SLOPE) \ ��,'•'� /� // \\•' BOTTOM: t3,805SF •\ �B•, ) �\ R .5 \�• . EXWALL / J � . • � l l i�f 11 ® "�\� c o ..s 66 .� t.•' l / /// EX STORM/ INLET/61 \\.334 � . 33e R \ EX. SIG.365 EX.SY7 INLET EX. WALLS MITERED END SECTION TABLE Structure Name NORTHING EASTING INVERT MES-1 1099222.79 861681.15' 22.55 ( IN FEET ) 1 inch = 30 ft. STORM SEWER INLET TABLE Structure Name BOT TYPE TOP TYPE NORTHING FASTING RIM IN INV: OUT INV: BOTTOM ELEV. CB-1A Type C USF 4155 6209 1099338.61 861789.94' 26.30 22.55 (SW) 22.55 (NE) 20.55 Cal Type C USF 4155 6209 1099461.89 861821.43' 26.90 22.50E 22.50 (NW) 21.50 DRAINAGE STATEMENT PROJECT IS REQUIRED TO PROVIDE ONE HALF INCH OF WATER QUALITY TREATMENT OVER THE ENTIRE SITE IN THE DRY DETENTION SYSTEM. THIS EQUATES TO (0.5/12) X 3,203 AC = 0.133 AC -FT ATTENUATION IS PROVIDED IN THE PGA MASTER DRAINAGE SYSTEM. SFWMD CRITERIA: PERMIT NO. 56-00674-S BASIN 23 CONTROL ELEVATION MINIMUM ROAD ELEV. MINIMUM FFE NAVD 88 21.53 24.77 26.03 NGVD (29) 23.00 26.24 27.50 ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 w" 772-462-2455 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 a L•' m mo m w 0 a y O eW � N a m z J a. O W LL N LL Z W Z 111 Q /J W U W ca - _Z E" fn Zz (L Q o ��n V W D F- F N CL z No.82270 A.)MRIS0 ". (DATE) 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 Tt 772.462-2455 U Z SPACING OR REQUIRED ROADWAY I PARKING AREA TESTS ITEMS TO BE TESTED I F.B.V. I DENSITY L.B.R. FTP 25 COMPACTED OR STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,0 0 LIMEROCK BASE 300 10,000 300 10,0 0 SHELLROCK BASE 300 10,000 300 10,0 0 ASPHALT PER INSP. PER SP: NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. MA". AS SHOWN ON PLANS Provide 1/8" to 1/4" contraction /joints at 10' centers (max). Compact Subgrade to 9$% of the Maximum Density as Determined by AASHTO T-99 NOTES: 1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction. 2. Refer to FDOT Index 522-001 for further details 4" THICK SIDEWALK DETAIL YD-1 MUST BE INSTALLED ON UPSTREAM SIDE OF WEIR 3 // 54- HANDICAP SIGN BUMPER CURB BI_IJE BLUE o NOTES: `n 00 1. TOP PORTION OF FTP 25 & 26 '- SHALLHAVE A REFLECTIVE BLUE .. BACKGROUND WITH WHITE REFLECTIVE BACKGROUND SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A ' REFLECTIVE WHITE BACKGROUND WITH BLUE BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4, FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 5. ALL ADA STALLS SHALL MEET MINIMUM BLUE ADA GRADING REQUIREMENTS. HANDICAP SPACE DETAIL 3" 54 LL Manhole Top 4 2 q 4 23.70 4 18" RCP �1) 3„ INTAKE PIPE INV. 22.50 18" RCP � 4 BLEEDER 21.53 , PIPE INVERT 21.50 d. a d 121, SUMP . 4 ' NOTES: 1. Refer to F.D.O.T. for additional Indexes 425-010, 425-001 and 425-052 for information. 2. Pollution Control Plate is open on top and bottom. CS-1 MODIFIED TYPE'E' CONTROL STRUCTURE DETAIL 1.5" ASPHALT PAVEMENT FOOT TYPE SP-9.5 95% Laboratory Marshall Density nt11ia BLUE 8" LIMEROCK OR COQUINA BASE / 98% Modified Proctor lest max. dry density, LBR min of at least 100 12" min. STABILIZED SUB -BASE COURSE 98%v Modified Proctor test max. dry density Stabilized to an LBR of at least 40 TYPICAL ON -SITE PAVEMENT SECTION 4'-6"" BLUE SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 27.00 �.� Manhole Top V :A f WEIR 23.70 I 4 4 L h . 21.53 d (1)3"0_,Z BLEEDER d T ENGINEERS 0 SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 772-462-2455 -Z www.edc-inc.com. F B.PE CERTIFICATE OF AUTHORIZATION 9935 L.B CERTIFICATE OF AUTHORIZATION 8098 rn v C2 z 3 v , o ° N p p.- qJq [L O LU J n LL V LL Q LW Z r /W ,,L) V a 0 P Z z � O U (? w i Z 5 Q V) wARR IL L � 1 HARF1Si49,. .E. (DATE) 10250 SW VILLAGE PARKWAY -SUITE 201 PORT SAINT LUCIE, FL 34987 'R 772-462-2455 18-261 5O' N C5 Z WATER MAIN NOTE SAMPLE POINT SHOULD BE A SERVICE IJ NE OR FIRE HYDRANT IF POSSIBLE. TE VALVE C"COPPER FINISH GRADE z f0 6" MIN. q OF RISER PIPE COVER MARKED "SEWER" MATCH EXISTING GRADE I e; D O A. s4 1 #4 REBAR � CONCRETE COLLAR NOTE: CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS IF PAVEMENT SURFACE IS FINISHED PRIOR TO CONDITIONAL FINAL INSPECTION. 1 24" �I 0' CONCRETECOL Lu 8 SCREW CAP/PLUG z_ RISER COVER C.I OR BF CAST IRON VALVE MARKED'WATER n BOX & LID (USF 7630 OR APPROVED EQUAL) 45' PVC ELBOW TOP OF I C.I. ADJUSTA' (INSIDE SCRE 45' PVC WYE SQUA ( PVC (MIN.) APPROVEI I I JOINT VAL �OO�QD PVC CAP O� 0 00 o�oo$� AT TERMINUS o 0 �oo�ti- MINIMUM 6" 0 o COMPACTED 3/4 ROCK NOTE: CLEAN/OUT ASSEMBLY SHALL BE INSTALLED AT MAXIMUM 75 FT. INTERVALS, (INCLUDING VERTICAL DROPS TO MAIN AND RISER), AND TERMINAL POINT OF THE UTILITY DEPARTMENT'S RESPONSIBILITY. CONCRETE VALVE #1 POTABLE WATER SUPPLY. ,cu*i DUR CONCRETE TO GRADE I SODDED AREAS PRESSURE GAGE � VALVE #2 SADDLE AND STOP REQUIRED. 1, BOTH VALVES SHALL. BE KI-PF CLOSED EXCEFI I OR FILLING, FLUSHING, AND BACTERIOLOGICAL. TESTING PURPOSES. 2. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST. 3. ENGINEER SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. 4. AFTER BACTERIOLOGICAL CLEARANCE, SECOND VALVE IS TO BE LEFT OPEN NATHOUT VALVE BOX, 5. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF. NO EXTRA TAPS ARE PERMI TTFD UNLESS FRECEEDING ARE NOT PRESENT IN TEST SECTION. ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 772-462-2455 u www.edc-inc.com F.B.P. E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 0 K Z QQ c 0 0o W ❑ N LL � ¢ \\\�111IplII//�7 a 0 0 J tL (DATE) 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 n 772462-2455 16-261 MGM m ..... ..... .... ....... . I ? J NOTES 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED UMEROCK 3/8"-7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2.THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFlLL SHALL BE DONE WITH APPROVED MATERIAL CLEAN AND FREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 5. BACKFlLL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING BACKFlLL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. SEE PAVEMENT SPECIFICATIONS FOR COMPACTION AND STASIUZATIOM REQUIREMENTS OF SUBGRADE. B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS IN II'tiliA'L," NOM PIPE SIZE NO.OF RODS AND SAND SILT, MUCK, PEAT ELBOWS 71 1/i 22 1/:f 45° 9e VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS SIZE 11 1/9 22 1/2° I 45° I 90° 4 2-5/8" 3 5 8 12 9 17 13 6 2-3/4" 4 6 10 15 11 21 158 2-3/4" 4 7 13 20 14 U46 261810 2-3 4 5 9 15 25 18 32 22 12 2-3/4" 6 10 17 29 21 39 27 NOM PIPE SIZE NO.OF RODS AND CLAY COHESIVE GRANULAR MAT. ELBOWS 11 1/� 22 1/2° 45° 9o° VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS SIZE I1 1/� 22 1/2° 45° 90° 4 2-5/8" 2 3 5 8 6 3 5 7 11 8 6 2-3/4' 3 4 6 9 7 4 8 9 14 10 8 2-3/4" 3 5 7 10 8 4 7 11 19 13 10 2-3 4 4 6 9 13 11 5 10 15 22 15 -02 2-3/4" 4 8 11 15 13 6 it 17 26 18 NOTES; 1. WHEN SOIL IS LESS THAN 2 FEET INCREASE "L" BY 30X WHEN SOIL COVER IS LESS THAN 1/2 OF PIPE OUTSIDE DIAMETER INCREASE "L" BY 100%. 2. "L" ABOVE IS GIVEN IN FEET FROM FITTING JOINT. 3. MECHANICAL JOINT ANCHORING SHALL BE USED IN UEU OF CONCRETE THRUST BLOCKING WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 4. MINIMUM NUMBER OF JOINTS TO BE RESTRAINED SHALL BE MIM. LENGTH PLUS ONE FULL JOINT. ( SEE TABLE ) FINISHED DUCTILE IRON PRESSURE PIPE TIED DOWN WITH - #5 BAR & THRUST BLOCK SEE NOTE / 4 ACCEPTABLE D BELL CLAMPS (TYPJ 2 JOINTS EACH SIDE OF CONFLICT CONFLICT PIPE NO JOINTS BETWEEN FITTINGS -� CONFLICT PIPE 1/2' (PREFERRED) ELBOWS SLOPE UP TO MIN. COVER FULL LENGTH OF PIPE OF CROSSING NOTES 1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6" VM71CAL SEPARATION AND MAINTAIN 3w COVER TO FINISHED GRADE. 2. FITTINGS SHALL BE RESTRAINED WITH RETAINER GLANDS AND THRUST BLOCKS 3. THE DEFLECTION TYPE CROSSING IS PREFERRED. 4. DO NOT EXCEED 75% OF MANUFACTURES RECOMMENDED MAXIMUM JOINT DEFLECTION. 1. UTILITY: ST. LUCIE WEST SERVICES DISTRICT .:CONTRACTOR: UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS. ENGINEER: DEVELOPER'S ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION. PROCEDURE 1. A PRECONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION.. THE MEETING SHALL BE ATTENDED BY THE COUNTY, CONTRACTOR, ENGINEER AND OTHER INTERESTED PARTIES. ANY REVISIONS TO THE APPROVED PLANS SHALL BE CALLED. TO THE ATTENTION OF THE UTILITY PRIOR TO THE PRECONSTRUCTION MEETING. REVISED PLANS MUST BE APPROVED PRIOR TO THE MEETING. THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING OF THE PRE CONSTRUCTION MEETING. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION (D.O.T., HEALTH DEPARTMENT, COUNTY ENGINEER, D.E.R., ETC.). THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON SITE. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED PRIOR TO CONSTRUCTION. SUBSTITUTE MATERIALS SHALL NOT BE APPROVED AFTER DELIVERY TO THE JOB SITE. ALL REQUESTS FOR MATERIALS TO THE OB SITE. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. APPROVAL OF DEVELOPMENT PLANS BY THE UTILITY IN NO WAY IMPLIES VERIFICATION OF THE ACCURACY OF THOSE PLANS OR FEATURES DEPICTED THEREON. ANY DISCREPANCY ON OR VARIATION FROM THE APPROVED PLANS IS TO BE BROUGHT TO THE ATTENTION OF THE UTILITY BY THE ENGINEER AND CONTRACTOR. . THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS FOR ALL OTHER UTILITY FACILITIES. 10. THE CONTRACTOR OR ENGINEER SHALL SCHEDULE INSPECTIONS AND TESTS AMINIMUM OF 48 HOURS IN ADVANCE. 11. NO CONNECTION TO OR ANY OTHER CONSTRUCTION SHALL BE PERFORMED ON AN EXISTING UTILITY MAIN OR STRUCTURE WITHOUT THE PRESENCE OF A UTILITY INSPECTOR. 1 . FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND UTILITY MINIMUM STANDARDS CONFLICTS BETWEEN THE PRECEDING DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE COUNTY FOR RESOLUTION. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE UTILITY. 13. UPON COMPLETION OF CONSTRUCTION, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS AF THE PLANS AND SPECIFICATIONS, THERE SHALL BE 30" MINIMUM COVER FROM FINISHED GRADE TO TOP OF PIPE. THREE INCH (3") AND FOUR INCH (4") DUCTILE IRON PIPE (DIP) SHALL BE CLASS 51, CEMENT LINED. SIX INCH (6") OR LARGER DIP SHALL BE CLASS 50, CEMENT LINED. PIPE SHALL BE CAST IN CONFORMANCE WITH ANSI A21.51/AWWA C151 AND SHALL BE RATED FOR AWORKING PRESSURE OF 1850 PSI. THICKNESS SHALL CONFORM TO ANSI A21.50/AWWA C-140. CEMENT LINING SHALL CONFORM TO ANSI A21.4/AVVWA C104. P.V.C, PRESSURE PIPE SHALL BE C-900, SDR 18, CLASS 150 AND SHALL BE RATED FOR A WORKING PRESSURE OF1860 PSI. PIPE SHALL HAVE INTEGRAL BELL AND SPIGOT JOINTS WITH CAST IRON PIPE OUTER DIMENSIONS AND A WALL THICKNESS AS REQUIRED BY SDR. 18. PIPE SHALL CONFORM TO ASTM 02241/AWWA C-900. ALL FITTINGS SHALL BE DUCTILE IRON WITH MECHANICAL JOINTS (CEMENT LINED) AND SHALL CONFORM TO ANSI A21.10/AWWA C-110. CEMENT LINING SHALL CONFORM TO ANSI A21.4/AWWA C-104. DUCTILE IRON COMPACT FITTINGS CONFORMING TO ANSI A21.53/AWWA C153 ARE ALSO ACCEPTABLE, WATER MAIN VALVES 10 INCHES (10") AND SMALLER SHALL BE RESILIENT SEAT GATE VALVES. WATER MAIN VALVES LARGER THAN 10 INCHES (10") SHALL BE BUTTERFLY VALVES. SEWAGE FORCE MAIN VALVES 12 INCHES (12") AND SMALLER SHALL BE RESILIENT SEAT GATE VALVES. SEWAGE FORCE MAIN VALVES LARGER THAN TWELVE INCHES (12") SHALL BE DOUBLE DISC GATE VALVES. TRENCHING, PIPE LAYING AND BACKFILLING SHALL CONFORM TO UTILITY AND HEALTH DEPARTMENT STANDARDS AND SPECIFICATIONS FOR EXCAVATION AND BACKFILLING FOR UTILITY SYSTEMS. HYDROSTATIC PRESSURE TESTING SHALL OCCUR AFTER PIPE HAS BEEN LAID AND BACKFILLED BETWEEN JOINTS. THE PIPE SHALL SHALL BE SUBJECTED TO A PRESSURE OF 1850 PSI FOR A PERIOD OF NOT LESS THAN 2 HOURS. NO INSTALLATION WILL BE ACCEPTABLE UNTIL LEAKAGE IS REDUCED TO WITHIN THE ALLOWABLE LIMITS AS CALCULATED BY THE ENGINEER. TESTING SHALL BE IN ACCORDANCE WITH AWWA C-600. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA C-600, AWWA BULLETIN C-601 AND STUDY GUIDE FOR WATER PLANT OPERATORS; CHAPTER VII, DISINFECTION SHALL ALSO SATISFY ALL UTILITY, HEALTH DEPARTMENT AND DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. NO CROSS -CONNECTIONS TO POTABLE WATER SYSTEMS SHALL BE ALLOWED. THE PERMITTEE SHALL ESTABLISH AND SHALL OBTAIN DEPARTMENT APPROVAL. FOR A CROSS -CONNECTION CONTROL AND INSPECTION PROGRAM, PURSUANT TO RULE 17-555.360. RECLAIMED WATER SHALL NOT ENTER A DWELLING UNIT OR A BUILDING CONTAINING A DWELLING UNIT EXCEPT AS ALLOWED BY RULES 17-610.476 AND 17.610.477, F.A.C. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. THE PROVISIONS OF RULE 17-604, F.A.C., ARE APPLICABLE TO CROSSINGS. ALL RECLAIMED WATER VALVES AND OUTLETS SHALL BE APPROPRIATELY TAGGED OR LABELED TO WARN THE PUBLIC AND EMPLOYEES THAT THE WATER IS NOT INTENDED FOR DRINKING. ALL PIPING, PIPELINES, VALVES AND OUTLETS SHALL BE COLOR CODED, OR OTHERWISE MARKED, TO DIFFERENTIATE RECLAIMED WATER FROM DOMESTIC OR OTHER WATER. SANITARY SEWERS, SANITARY LATERALS, FORCE MAINS AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE, SANITARY SEWERS, SANITARY LATERALS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 188 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING, (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN. WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 188 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN. SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. 4. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. A MINIMUM VERTICAL CLEARANCE OF 188 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AT CROSSINGS PROVISIONS OF FAC RULE 17-604 AND 10 STATES STANDARDS APPLY, GENERAL SPECIFICATIONS 1. ALL WATER MAIN CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH A.W.W.A. STANDARDS, LATEST REVISION. ALL WATER MAIN APPURTENANCES MUST FOLLOW THIS SAME SPECIFICATION. 2. ALL BACKFLOW PREVENTION DEVICES ARE TO BE IN ACCORDANCE WITH F.A.C. 17-555.360 AND A.W.W.A. MANUAL M14 "BACKFLOW PREVENTION AND CROSS CONNECTION CONTROL". 3. D.I.P. TO BE USED IN GRAVITY SEWER SHALL BE POLY LINED. 4. THE CLEANING OF PIPING SYSTEMS SHALL BE ACCOMPLISHED BY THE CONTROLLED AND PRESSURIZED PASSAGE THROUGH THE SYSTEM OF A SERIES OF HYDRAULIC OR PNEUMATIC POLYURETHANE PLUGS (POLY PIGS). THE POLY PIGS SHALL BE ENTERED INTO THE SYSTEM BY THE USE OF A PIG LAUNCHING ASSEMBLY. THE POLY PIGS SHALL BE REMOVED OR DISCHARGED FROM THE SYSTEM AT A POINT AS NEAR. TO THE END OF THE SYSTEM AS IS LOGISTICALLY AND MECHANICALLY FEASIBLE. THE CONTRACTOR MUST DEMONSTRATE TO THE SATISFACTION OF THE UTILITY THAT THIS WORK WILL BE PERFORMED BY EXPERIENCED AND KNOWLEDGEABLE PERSONNEL WHO HAVE PROPERLY, SAFELY AND EFFECTIVELY PROVIDED FOR THE CLEANING OF COMPARABLE SYSTEMS IN OTHER SIMILAR APPLICATIONS. NOTE: L THE SEWER MAIN, MANHOLES AND HOUSE SERVICE LATERALS SHALL BE SUBJECTED TO INFILTRATION TESTS AS DETERMINED BY ST.LUCIE WEST UTILITIES AND SHALL COMPLY WITH 10 STATES STANDARDS. THE ALLOWABLE LEAKAGE SHALL NOT EXCEED 50 GALLONS/DAY/INCH OF DIAMETER/MILE FOR ALL TYPES OF PIPE. ALL LEAKS, HOWEVER, SHALL BE CORRECTED BY THE CONTRACTOR IN SPITE OF THE ALLOWABLE. 2. LAMPING TEST FOR DEFLECTION OF PIPES SHALCCONFORM TO 10 STATES STANDARDS. ALL PIPING SHALL BE COLOR CODED AS FOLLOWS: 1. WATER - BLUE 2. FORCE MAIN & GRAVITY - GREEN 3. IRRIGATION - PURPLE 'ALL D.I.P. PIPE SHALL BE PAINTED ACCORDINGLY PRIOR TO INSTALLATION. ji ALLOWABLE LEAKAGE PER 1000FT. OF PIPE (GALLONS PER HOUR) AVG.TEST PRESSURE PIPE DIAMETER (INCHES) PSI 2 3 4 6 8 10 12 14 16 18 20 24 30 200 0.21 0.32 0.43 0.64 0.85 1.06 1.28 1.48 1.70 1.91 2.12 2.55 3.19 150 0.19 0.28 0.37 0.55 0.74 0.92 1.10 1.29 1.47 1.66 1.84 2.21 2.76 NOTES: 1. TO OBTAIN THE RECOMMENDED ALLOWABLE LEAKAGE FOR PIPE WITH 20 FT. NOMINAL LENGTHS, MULTIPLY THE LEAKAGE CALCULATED FROM THE TABLE BY 0.90. 2. THE ALLOWABLE LEAKAGE FOR A PIPELINE IS CALCULATED BY MULTIPLYING THE LEAKAGE PER HOUR AS OBTAINED FROM THE ABOVE TABLE, BY THE DURATION OF THE TEST IN HOURS, AND BY THE TOTAL LENGTH OF THE LINE BEING TESTED DIVIDED BY.1000. IF THE LINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE. 3. CHART DEVELOPED FROM A.W.W.A. MANUAL. 4. MAXIMUM TEST LENGTH = 2500 FEET PER SECTION. 5. THIS STANDARD SHALL REFLECT ANY REVISION OF A.W.W.A. C-600. 6. STANDARD TEST PRESSURE = 150 P.S.I., TEST LENGTH = 2 HOURS 7. FORMULA BASIS: L = (S) x (D) x (P) vs 133,200 WHERE L = ALLOWABLE LEAKAGE (GALLONS PER HOUR). S = LENGTH OF PIPE TESTED (FEET) D = DIAMETER OF PIPE (INCHES) P = TEST PRESSURE (P.S.I.) NOTE: 1. FLUSHING AND CHLORINATION OF THE SECTIONS OF THE MAIN WHICH HAVE BEEN SUCCESSFULLY PRESSURE TESTED SHALL BE PERFORMED TO MEET A.N.S.I./ A.W.W.A. C-106, LATEST REVISION. 2. PRESSURE TESTING OF THE SECTIONS OF THE MAIN SHALL BE DONE IN ACCORDANCE WITH A.W.W.A. C-106, LATEST REVISION. ENGINEERS Q SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 772-462-2455 � www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 a Y N 0 m c w = h m w i 3 i�z mo w ?� w 0 m LL 0 0 �\`\� I I I II / //////, r o.822i4 %/ !Y O J LL Q W J ;✓VPTARftISQ R E. (DATE) AQA"f 9ff - � 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 `°3 772-462-2455 18-261 I T rW� 'i4 Y N A 'm o N . U '. IV I POST (OPTIONS: 2" x 4" OR 2J MIN. DIA. WOOD; STEEL OPTIONAL POST POSITIONS FILTER FABRIC (IN PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW) UTILITY & PRIVATE DRAINAGE EASEMEMT P.B. 40, PG. 16, ST. LUCIE COUNTY PUBLIC RECORDS 1.33 LBS/FT. MIN.) CONFORMANCE WIT oo d � SEC. 985 FDOT SPEC. j ao-lo no�1,44 IJJJ FILTER FABRIC EX. 12" FORCE MAIN (TYP) W O 'MAX. EX 12-in WM G�°s`'o0..;/ O 0 S T FLOW /� PLAT LIMITS .la IN FEET i / EX. CLEANOUT rya°' o Y a EJ4 j• / // I inch = 30 ft. ZN C0 / INV: 23.25 A EX 12.1nWM rygq - / ° °287 %b ��Q SURVEY NOTES: ELEVATION SECTION / Ex.,2"wM(TYP> ryay EX 12.1nF R9 °q94° q'1ry'. a/s/ / %// ELEVATIONS SHOWN HEREON ARE NOTE: SILT FENCE TO BE PAID FOR UNDERPAY ITEM 104-15A EROSION CONTROL MEASURES. EX. 8" WM ,�i r RELATIVE TO THE NORTH AMERICAN / tia /0° a� i Ex. %°CONCRETE WALL VERTICAL DATUM OF 1988 (N.A.V.D.88) EX DMH-1 / AND ARE GIVEN IN U.S. SURVEY FEET GRATE: z7.00 Ex.6"xs" wer E\oW ry INV: 21.50 � INSTALL SILT°�� UNLESS OTHERWISE NOTED. TAP Gv 's ( ) /o' Ex ce z ly / X�/ a / / FENCE TYP / mo / ` GRATE 26 12. \ EX. YD-6 01 \o hP •rt0 �-\\^. ° G INV 2251 \ RIM: 26.72 \ INV: 24.27 ai' / ��' .. \ '•- //i �� > �`� ?�l / ry 10 fps \ s. 10' U.E. i% / i ; / !i/�aBa j v P�Ao EX. DETENTIONIMATE ZL�LT OU FALL �''12 ° 3�ry :a`�w r kA. r /EX. CONTROL / /'\ J / \ \ •%. / ,. RIM 27.00 " \ i•S�' r ° i�t\ STRUCTURE •.�' / X%,r l , INV' 21.50. � ' `� � � / �\� � RIM: 24.3 i/ i // �� EX 16 RCP EX. YD-4 q2' .�° / ---Y ^. ^ \ 1$ ^\ \^ M.E.S. WATER MANAGEMENT RIM: 26.77 ° / / f IN 22.50 /O TRACT NO. 1 INV: 24.67 ry1 ,a �7 / i / / �\. o +N- ,�'\° \ ^\\ •\. „ i iU P.B. 40, PG. 16, ST. LUCIE Ta / /.�d .�'�eVA� \ ^v ^^ / .^'�' �t COUNTY PUBLIC RECORDS / ►'"� poryyry,. •e° d� ('/ry. / `<; `.•\ \ �� \� fy / /q // •{ / ,/ DRAINAGE EASEMENT RECORDEDiN 424`EX. 15 RCP OFFICIAL RECORDS BOOK 2922, PAGE 1035, ryy Ga' \ $ '�? \ /� /� `� / ` :/ '` , ST. LUCIE COUNTY RECORDS. °� a 's\ IRRIGATION EASEMENT RECORDED IN / / OFFICIAL RECORDS BOOK 2922, PAGE^'� // / ^ Y °, EX. AC PADS/�' 10255T. LUCIE COUNTY RECORDS. .\c�C1` k7A a / �dy 'Ln� \ 3 \ �� °` \`� // °, ''/ EX. CLEANOUT EX. 6' PVC / // A / EX. CB I / INV: 26.88 FENCE EX. 6" WM \° / /j A // GRATE 25.82 /i JI/ EX. YD-3� �PL' / \✓� INV 22.52 % / \ 10' U.E. / y. ry \� RIM: 27.15 If O.S.T. NO. 4 k^o \ V INV: 25A5 EXISTING 1 STORY BUILDING A \ L ° . ° \ EX. 7,217 SF 29 6 P.B. 40, PG. 16, ST. LUCIE ° n A 'oA COUNTY PUBLIC RECORDS /ry5 PADS FFE: 27.75 NAVD M .�� 'PLAT rye. \�\s ^d�. " LIMITSy s ado sF s' EX: CABLE BOX `'> 01 / ' ^i EX.YD-2 \ ryd/ C IFNFRAI NOTES EROSION CONTROL •ryr+� s� V�" ,A / 4 , \ \ / EX FDC ��% / /// ._.._.._..._ . .___-_ y °a RIM: 27.43 \ a 1.0 SITE DESCRIPTION (Q, (ACCESS EASEMENT �I\\ EX' 6 / /� / '.�' / �'. ��11'' O.R.B. 2922, PG. 1014 ST. M yg �o \ •4 eA / ^.'G \ FIRE l NF sry� - / -� 1.a Nature of Construction Activities .� LU IE COUNTY PUBLIC ° °�, b \ / • /'� \ \ \ ��' / •. •+• RECORDS yry ° EX. AC PAD ` EX 13 RCP,•% / /i/ % Development of a 33,397 sf building and drainage and utility infrastructure. Al 09' / / ° EX.YD-1^n0%�°0. / / ��\M \ 4. v ` I, RIM: 27.20 //�l INV: 25.90 �,, y v / y t.b Sequence of Major Soil Disturbing activities: The following sequence of major activities shall be followed unless the contractor can propose an alternative that ° 302 '- : // is equal or exceeds the erosion and sediment control practices described in this document, and is approved by ° 30t' �qy j the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. EX.ACPADN yd/ .� �:' v r... A F_X FIRE '. / ;.... 1; v ..� / / V A EXISTI N G 1 STORY BUILDING 3'1/ / v v.. HYDRANT �.�-`�� a goy ; �'' ! % The contractor is responsible for providing a detailed sequence of construction for all construction activities, 4 ° EX DUMPSIER / EX WALL-' v ";ood 6,851SF / - �., `ti'. v >. _� /v/� v ^- i / / A z o, 1-Clearing and grubbing of site FE: 27.75 NAVD ss. / 141, do 2- Excavation general grading \ n o �/ 9 3- Installation of underground utilities. 'p ^>d 'w\ a 'ti°a 4-Finishing grading. \ EX CONTF-OL v �° \.? / , vLa 5. ° Jy� ® ' \\ VALVES\, 5 £. ��\ a.,( q� \/ \\ o� ,�/ •ho ?° 'j/ / /// /' 1.c Area Estimates / Ti /„ Total site area: t3.20 Acres. \/\ �� s�/ °y \ y� / ^ EX. MES-1 ryg- ` � / %/ // Total area to be disturbed: t0.45 Acres r ml.. ."1 °Ap i vv A o. / •V INV: 22.55 �' 8 / 1.d Estimate of drainage area size for each discharge point. Iv INSTALL SILT Basin # Iv,�� •�� J.,` y //// :t FENCE (TYP) ° 352 t t3.20 Acres EX. FOUNTAIN 1.e Latitude and longitude of each discharge point and identify the receiving EX. VAULT ,w d` /// I/ g �' • - o / I / i°'45` `� , 9 °1 / v water or MS4 for each discharge point: EX CATCH \ ( ��\ /; /,,� " \ \y, BASIN 0 \eQ C� r% Basin #1 27' 21' 25" N - �. 80° 22' 01" W \ \ X\EX. SIGN �.A ^a ° /% / . v V A va%/ EX. CONCRETE ° F t/� /'�t �� 2 2.0 CONTROLS \ �k �l£ \ ,ryry \ a / ` \ \ / HEADWALL // \\ \ 1 \ s\ � \��, ,'� - \ \ \ o � � a J/ �/ /// w Q W t�"' 2.a Erasion and Sediment Controls \`o .,0 Sill fencingshall be installed and maintained around the perimeter of the disturbed area of the project. Gravel �.\ \... \ EX. FPL PAD I �- \ , �.. .1 ,y�.l l / t� S'' 2 D 4 \�. shall be installed at the entrance/exit of the site to prevent track out. Paved roads shall be swept and kept clear \ '\ a �O / \ /// s o - of transported soils. Permanent perimeter berms shall be installed as part of the St. Lucie County Drainage EX. ATT ', j ,y� \ y. ry`� / / \ ;a\/ / /// W o: Z� Permit. All disturbed areas shall be sodded to prevent erosion and control wind-borne soil transport. Contractor VAULT i / \. ° t�/:�^ shall have water trucks on -site for dust control. Filter Fabric shall be used to protect all inlets from Filtration. ryA ^ o v y 2.aA Permanent and Temporary Stabilization Practices a \� j / \, � EX. SIDEWALK ° o ° 1 i>'` / � t � � Contractor shall be responsible for having water truck on -site for temprorary•:`O / stabilization duringconstruction. All disturbed areas are to be sodded upon EX. CONCRETE �'% / ' �:A• v v'� '� HEADWALL �' y4y ; ./ / ,� / o %/ completion of grading. The contractor is responsible for documenting this portion of the SWPPP. \ HEAVY ry bry / 2.a.2 Structural Practices tst 4",RENFORCREINFORCING \EX SIGN \\ \ + \ \'`\\ ./ / /Ev. DRAINAGE' DOUBLE STITCHED HEM \\ \\ \\ �3 / / PAANH01 c / RE RADE EX. DETENTION AREA \ .yk Site shall be initially graded to direct runoff to on -site master surface water O \\ \\\ / /� /i management system. Silt screens are to be installed and maintained around ±10,170 SF '` �Fv".� DRAW CORD \\� \ \\ \ ,o \ tit a'a , j perimeter of site. No discharge from site permitted until certification of �\ \\�� \?' \�\\ �dI{'l permitted surface water management system. \ \ \\ \ \ \ EX. WALL J , •.I /�_ FX STORM- % Temporary: Construct silt fence in accordance with FL Stormwater Erosion and Sedimentation Control \ • \\= R \ X , f I / / INI_h F j7 Inspector's Manual. A stabilized construction entrance and soil tracking prevention device shall be installed in accordance with FL Stormwater Erosion and Sedimentation Control Inspector's Manual. A sediment basin is to �� \ \cq o ��s s ,ywA\ :'\ � •` .f / /// /�be installed as part of the soil tracking prevention plan. All sediment controls shall be in place prior to any soil i. \\ \`\ �r33� e3o' - X, :\ /.:•� / // I:- <' disturbing activity upstream of the. controls. I 31,, I Is \�2.b Stormwater Management POLYPROPYLENE q 42q \ ° 334 FILTER FABRIC COF TF � >. aS� 7 a• / / ,�p� Upon certification of surface water management system, the dry detention will be permanent. Perimeter berms y '"P�(' %/ shall remain installed to prevent runoff from passing off -site prior to entering treatment facilities. RIGID OAK S�F�OgO \\^ . "3p, V 338 +/ ION / r�� STAKES P �q \\�. INSTALL. SILT 2.c.1 Waste Disposal FENCE (TYP) EX DRAINAGE J/ 3.0 MAINTENANCE . -r Contractor shall be responsible for the proper disposal and storage of all debris, chemicals, litter, and sanitary MANI-IOLI- �Rp Re �T R''P \� \ ° 38 �-< y //t _ waste per local, state and federal guidelines. No discharges are allowed into surface water management system. R e0 3.a All structural and non-structural controls to be visually inspected and repaired G. � og0 qY/1, �\ \ �'- \ EX. STORM + �: / a �/ t/ on a daily basis by the contractor. These controls are to remain In good and 2.c Other Controls - Q22 G 6T Lq� INLET \ •/ /. effective operating condition per the approved construction plans and per 2.c.2 Offsite vehicle tracking ° 363 ��' �° '� i% ./'/ // standard FDOT Indexes. 'o; / / f: S \ EX. WALL Gravel to be installed at entrance/exit to minimize transport of soil off of site. 4.0 INSPECTION RECOMMENDED TOE -IN CO � \� '�'' '�..,� \ �� y. i Paved roads are to be swept daily. CIO U // Contractor is responsible for visually inspecting silt fences, perimeter berms, and T 4 / G {R �" \ % <.._ :� �' -"- ; t / entrance/exit controls on a daffy basis. A more thorough inspection of all structural 2.c.3 Application rates of all fertilizers, herbicides and pesticides used. NOTES: �' FCC' °" fir--; - y - °l ^`� �, / and non-structural controls shall occur at least every 7 days and within 24 hours of 1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START RF 0 �� -' ? - end o a storm the .50 inches greater. T BE REMOVED UNTIL CONSTRUCTION IS COMPLETE. cC RCS; - .. _ ' a I °'�, the e f t is 0 or gre Any fertilizers, herbicides, and pesticides to be used shall be applied per methods and rates OF CONSTRUCTION AND SHALL NO S'OS, �� __ � �"°'='�- �i � y � ;� r'��1 2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND recommended by the manufacturers label which must be affixed to or printed directly on the container. _ _ REMOVE SEDIMENT WHEN NECESSARY. _ .- c❑ 5.0 NONSTORMWATER DISCHARGES REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT � 2.c.4 Storage, application, generation and migration of all toxic substances. 3. RNone Contractor is required to properly maintain all vehicles in good Working order to prevent leakage. No toxic OFFSITE AND CAN BE PERMANENTLY STABILIZED. 4. THE SILT FENCE SHALL BE PLACED ON SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY. substances to be stored on site.. SILT FENCE DETAIL LEGEND +pe EXISTING SPOT ELEVATION EXISTING LIGHT POLE (TYP) EXISTING BRICK PAVERS EXISTING CONCRETE EXISTING ASPHALT ■ ■r ENGINEERS (j5 SURVEYORS ENVIRONMENTAL 10250 PARKWAYSUITE 201 PORT ST. LUCIE, FL 34987 F B.P.E. CERTIFICATE OF AUTHOR17ATION 9935E L.B. CERTIFICATE OF AUTHORIZATION 8098 ._ ■ 1■ 1■ � 1111112 IIIIIIII in IIIIIIIII ■; go IIIIIIII In ■ 1■ � ■ In IIIIIIII 10 is ■ ■ ■ ■ 0 ■' IIIIIIIII Il ■ � s � 3 , ■ all 1 i ■ Ia■ ■ ■ J ■ ■ ■ i� u NIP ri Ism IIIIIIIII ME �. /y 1 • ! i r ■ W 1- F" 1 � � e iMIW�1�i �I® 1 III a N m I m O N V 44 K GENERAL NOTES 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORR CTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE NTH THE PERMITTED PLANS AND PERMIT. CONDITIONS j MANAGEMENT SYSTEM. PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED IN ACCORDANCE - -v;p, - 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR OPERATION AND MAINTENANCE N FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. FOUNDATION PREPARATION 9. INLETS (425 / 430): INCLUDES THE LIST OF MATERIALS / INSTALLATION /DEWATERING STABILIZATION /AS -BUILT SURVEYING /TESTING. 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY AND ALL ALL STRUCTURES WILL REQUIRE THREE (3) COMPACTION TE TS AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER LOCAL 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP S (. ), WELL(S) OR OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS. APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT. FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE OF 1800,000 1 CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO BE PLACED GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF -SITE, THE CONTRACTOR MUST APPLY FOR AND OBTAIN A SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE ARTICULATED CU TED CONCRETE 3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST CONSUMPTIVE USE PERMIT 40C-2 FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ER IF ADDITIONAL ( ) ENGINE I ZONAL INFORMATION OR BLOCK MATS SHALL BE FREE OF VOIDS, PITS, OR DEPRESSIONS AND SHALL BE PROOF -ROLLED TO MINIMUM OF 110% OF THE ASTM AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE 10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUC ED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FOOT STANDARD APPLICATION MATERIALS ARE NEEDED. D-698 DENSITY. VOIDS, PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY BACKFILLING IN ACCORDANCE NTH THE APPLICABLE �1 RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC SPECIFICATIONS FOR ROAD AND BRIDGE. CONSTRUCTION. PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS, SUCH AS ROOTS AND PROJECTING STONES LARGER THAN i INCHrjrENGINEEERS METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES NTH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE 8. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT CHANNELS REMAINING ON THE SURFACE, SHALL BE REMOVED AND ALL OF THE SOFT OR LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE\ FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM OF OF THE ASTM D-698 ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BE N. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 430 OF THE FDOT STANDARD MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS I.E. STUMPS DEBRIS. ET . ( C) WILL BE AS SHOWN ON THE DRAWINGS CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ABOVE BACKGROUND LEVELS ATA SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND/ OR NTU'SABOVE BACKGROUND LEVELS ®SURVEYORS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIALMEASURES MUST BE PERFORMED TO 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE AT ALL FILTER FABRIC (STORM PIPE JOINTS) RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S APPROVAL PRIOR TO RESTARTING 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE DONE IN Ow TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE -CONSTRUCTION MEETING. THE WORK SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS.(j ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS. SHOWN ON THE DRAWINGS. SAINT LUCIE OFFICE p CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE PRE -CONSTRUCTION MEETING, APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUMESHOWING QUALIFICATIONS. THE CONTRACTORSHALL WRAP ALL STORM PIPE JOINTS. CON TRUCTION SHALL BE PER F.D.O.T. INDEX NO. 430-001 WITH WOVEN 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATTRESSES, ILLAGE PARKWAY -SUITE 201 SAINT LUCIE, FL 34987 I- GEOTEXTILE TYPE D-3 F.D.O.T. SECTION 985 SECURED W/ ST PPING. ALL JOINTSSHALL F.D.O.T. ), BE WRAPPED FOR A MINIMUM OF i88 INCHES 10. THECONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT/ FILL WILL BE RELOCATED THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED BEFORE ANYFABRIC OR�4 772-462-2455 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND COMPONENTS FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED BY THE OWNER. MATTRESSES ARE PLACED THEREON. m TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE, BY SUBMITTAL OF A BID FOR THIS PROJECT, THE DEWATERING CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION, MAINTAIN SAID CONTROLS INWORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT TURBID DISCHARGES. FROM THE PROJECTIc �0 www.edC-inC.wm < CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES NTH RESPECT TO THE CONSTRUCTION TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION 4. REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 5 ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. OF CONSTRUCTION. F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL 4 E LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN WRITING BY THE L.B. CERTIFICATE OF AUTHORIZATION 8098 I- 6. THE "TRENCH SAFETY ACT' SHALL BE INCORPORATED INTO THIS CONTRACTAS.ENHANCED BY THE LEGISLATURE OF THE STATE OF UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL PERFORM ALL DEWATERING EARTHWORK AND RELATED OPERATIONS 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. Tc FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990. ACTIVITY.: TRENCH EXCAVATIONS SHALL BE DEWATERED BY U .LNG ONE OR MORE OF THE FOLLOWING METHODS: SOCK DRAINS, WELL .. TOIL FREE 1-(800) 432-4770 I w - POINT SYSTEM, SUMP PUMPS OTHER METHOD(S) AS APPROVED BY THE ENGINEER: DEWATERING SYSTEMS SHALL BE UTILIZED IN / m N ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL INADVANCE OF 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORKAND RELATED OPERATIONS. THE -- / - ,, ,� � 7. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MVLAR COPY, FIFTEEN (15) BLACK LINE COPIES AND ONE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TR NCH BOTTOM AND SIDES FIRM AND DRY, IF THE MATERIAL ENCOUNTERED QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING THE PROPOSED TEST PAVEMENT MARKING AND SIGNAGE _ __ � I (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF AT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER THOUT DESTROYING THE SIDES OR UTILITY FOUNDATION OF THE FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE CONTRACTOR WILL DESIGNATE AS y THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL. THE AS -BUILT TRENCH SUMPS MAY BE PROVIDED AT INTERVALST AT HE SIDE OF THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND T QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE ,: Z SURVEY SHALL BE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL LAND REGISTERED IN THE WATER LEVEL BY TAKING THEIR SUCTION FROM SAID SUMPS. ISCHARGE FROM DEWATERING SHALLBE DISPOSED OF IN SUCH A MANNER PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL WI PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES AND MARKINGS 3 a - STATE OF FLORIDA AND SHALL COMPLY NTH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THAT IT WILL NOT INTERFERE NTH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, CREATE A PUBLIC BE PERFORMING THE QUALITY CONTROL TESTING, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710 AND 711 FDOT > 2 o THE FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE OPERATIONS SHALL SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS, IN THE EVENT THAT BRICK PAVERS ARE �' m Y c w$ j. ❑ m '. ^• w m LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND NOT CAUSE INJURY TO ANY PORTION OF THE WORK COMPLETE OR IN PROGRESS OR TOT HE SURFACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REG LATORY AGENCIES, PRIOR TO CONSTRUCTION, SHALL APPROVE THE 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE CERTIFIED BY A RECOGNIZED UTILIZED IN AN AREA PLANNED FOR STRIPING COLORED BRICKS C S SHALL BE USED IN LIEU OF PAINT. a S w = w w O O z. C z � Y = << SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE PROPOSED DEWATERING METHOD(S) AND SCHEDULE. ADDITION ALLY; WHERE PRIVATE PROPERTY WILL BE INVOLVED, THE CONTRACTOR QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE PERFORMED. c a w p - .- w U -, y _ _' y g. t4 P o O POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION, LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY OWNER. 2. SIGNAGE: THE CONTRA TOR HAL C S L PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO INSTALL w ❑ w w , y a MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 700, FDOT ❑ - g BASELINE STATION AS SHOWN ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (LE., - EARTHWORK OR RELATED OPERATION. SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FDOT STANDARDS, 5, LOCAL COUNTY/CITY STANDARD AND D1 < DRAINAGE, GAS; ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, IF THE PROJECT IS WITHIN A COMMUNITY DEVELOPMENT DISTRICT (OR THE. m - ❑ AND SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY TRAFFIC LIKE) NTH SEPARATE SIGNAGE REQUIREMENTS, SUCH AS ARCHITECTRUAL POSTS OR SIGN BODIES, ETC.. IT SHALL BE THE -- < OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS EMPLOYMENT, DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. CONTRACTORS RESPONSIBILITY TO BE FAMILIAR NTH THESE REQUIREMENTS AND PROVIDE SIGNS MEETING THESE REQUIREMENTS `x �n n z DIRECTION AND SUPERVISION. THE COST FORPREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE INCIDENTAL TO THE CONFLICTS AT NO TIME SHALL ANY SIGNS NOT MEET THE SAFETYREQUIREMENTS SET FORTH BY FDOT. m, CONSTRUCTION COST. 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT - m IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ME ACQUAINTED NTH EXISTING CONDITIONS AND TO LOCATE SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT, PAVEMENT IMPROVEMENTS: m 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING THE ORDER STRUCTURES AND STORM PIPES ALONG THE PROPOSED STOR PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTSWHERE ACTUAL ( OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND . CONFLICTS ARE UNAVOIDABLE, WORK SHALL BE COORDINATED NTH THE FACILITY OWNER AND PERFORMED SO AS TO CAUSE AS LITTLE COMPACTION THE CONTRACTOR SHALL FURNISH S L LABOR AND MATERIALS NECESSARY TO COMPLETE THE ITEMS OF WORK FOR PAVING.. , i STAGING PLAN. INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIED IMPROVEMENTS UNDER THIS SECTION AT THE LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS. PAVEMENT z k PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO PO MOLE ALL CONFLICTS OF EXISTING UTILITIES AND PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO CONSTRUCTION T CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS. i. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED TESTEELDRUM RESTORATION SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS, AND IN ACCORDANCE WITH THESE SPECIFICATIONS, AND 9. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED DENSIFICATION FDOT. OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT_ WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). SOD A. STABILIZED SUBGRADE SHALL HAVE A MINIMUM FBV RATIO OF 75AND MINIMUM DENSITIES SHALL BE 98% OF MAXIMUM AS , j!4i = 10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY COMPANY 5. THE SOD SHALL BE CERTIFIED TO MEET FLORIDASTATE PLA T BOARD 2.. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY. DETERMINED BY THE AASHTO T-180 METHOD C. MATERIALS AND CONSTRUCTION METHODS SHALL BE FURNISHED BY THE CONTRACTOR, AND CONFORM TO SECTION 160, FDOT SPECIFICATIONS FOR TYPE C STABILIZATION AND PAID FOR AS PART )iH w LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS HAVE NOT BEEN SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED ON PLANS OF THE WORK UNDER THIS SECTION. COMPACTED SUBGRADE WITHIN THE LIMITS SHOWN FOR THE PROPOSED PAVEMENT r z w VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. THE AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE F REPLACEMENT. SURVIVAL OF ALL RELOCATED TREES SHALL BE 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. SHALL BE 12 INCHES IN THICKNESS. STABILIZED SUBGRADE SHALL E EXTEND 6 INCHES BEYOND THE EDGE OF THE BASE g z w CONTRACTOR SHALL EXPOSE ALL CROSSINGS NTH PUBLIC & PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND DELIVERY E GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING. COURSE. g Op OF PIPE, THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC &PRIVATE UTILITY FACILITIES. THE B. BASE COURSE SHALL BE LIME ROCK OR COQUINA, AS SHOWN ON THE PLANS. AFTER COMPACTION, THE BASE SHALL HAVE N j O CONTRACTOR WILL REQUEST THE PRESENCE OF THE. RESPECTIVE UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY 6. SODDING SHALL CONSIST OF SITE PREPARATION, 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED,. VIBRATORY PLATE COMPACTORS MAY A DENSITY THAT IS 98°/ OF MAXIMUM A T a AX 5 DETERMINED BY THE AASHTO T-180 METHOD. MATERIALS AND CONSTRUCTION ') z O OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS FURNISHIN AND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING AT THE BE USED. WHEN THIS CONDITION OCCURS THE OVERALL DENSIFICATION S CATION PROCEDURE MUST BE REVISED TO COMPLY WITH THE METHODS SHALL CONFORM TO SECTION 200 OR 250, FDOT SPECIFICATIONS, WHICHEVER IS APPLICABLE FOR T O HE BASE O O RESPONSIBLE FOR CONTACTING THE PUBLIC & PRIVATE UTILITIES AND VERIFYING /.OBTAINING THE LOCATION(S) OF THESE FACILITIES. RATES AND MANNER DESCRIBED IN THIS SPECIFICATION. FOR THE DESIGNATED AREAS. CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 MATERIAL USED. THE BASE COURSE UNDER THE ROADWAY SHALL BE INSTALLED AS SHOWN ON THE PLANS. THICKNESSES 'I„ En S2 TO 8 INCHES. INDICATED IN THE ROAD SECTIONS ARE TO BE MET AFTER COMPACTION. =IF h O 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY: - 7. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SH LL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK MINIMUM THICKNESS OF 2 ( 5. REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 C. ASPHALT SHALL BE FDOT TYPE S-1 OR S-III ASPHALTIC CONCRETE SURFACEw COURSE AND SHALL INSTALLED SHOWN I a w INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL. SOD SHALL BE LIVE, ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 300, 320, S S AND 330, FDOT SPECIFICATIONS, INCLUDING THE PRIME AND TACK COATS. ASPHALTIC CONCRETE SHALL HAVE z GEODETIC INFORMATION CENTER FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY SHADING AND WATERING FROM SOIL RECOMMENDATION AND REQUIREMENTS A MINIMUM MARTIAL STABILITY OF 1500. o THE TIME IT IS DUG UNTIL PLANTING. - 6 w ATTN: MARK MAINTENANCE CENTER _ m � ATTN: M/CG- 162 1. STRIPPING AND GRUBBING: D. REFER TO GEOTECHNICAL REPORT BY ARDAMAN &ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 z a 6001 EXECUTIVE BOULEVARD 8. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. RTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE -FLOWING AND DURING THE GRUBBING OPERATION, ROOTS NTH A DIAMETER GREATER THAN'/ INCH, OR SMALL ROOTS IN A DENSE STATE, SHOULD BE j, o O ROCKVILLE,MD 20852 SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. T E FERTILIZER SHALL CONFORM TO THE FLORIDA FERTILIZER LAWS IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DE IVERED IN BAGS, BOTTLES, DRUMS, OR OTHER CONVENIENT CONTAINERS, GRUBBED AND COMPLETELY REMOVED. PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE SURFACE PAVEMENT NOTES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE NTH T HE INDEPENDENT T 0 a g TELEPHONE: (301) 443-6319 EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS, AND WARRANTY OF THE PRODUCT. FERTILIZER SHALL HAVE AN OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR THE ADDITION OF THE TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING RETESTING NECESSARY TO ASSURE THE WORK HAS BEEN PERFORMED TO STRICT COMPLIANCE WITH THE SPECIFICATIONS. ¢ z ST. LUCIE COUNTY SURVEYOR AVAILABLE PLANT FOOD ANALYSIS OF 18-0-10 OR EQUIVALEN PLANT FOOD VALUE AND SHALL BE MIXED WITH THE TOP 3 TO 4 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT THE RATE OF 1 POUND FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY ROLLER TRAVELING AT "WALKING COST ST F 0 OR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER. ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL PERFORMED AT O O a0 ATTN: ROD REED, PLS PER 1,000 SQ. FT NOT TO EXCEED 2-4 CBS. PER YEAR. ALL FERTILIZERS MUST BE AT LEAST 50% SLOW RELEASE NITROG N AND CONTAIN NO PHOSPHORUS UNLESS THE SITE HAS BEEN TESTED SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" THE EXPENSE OF THE CONTRACTOR. MINIMUM TESTING DETERMINATION FOR ALL ITEMS OF WORK UNDER PAVING AREA E w ENGINEERING DIVISION AND VERIFIED AS PHOSPHORUS DEFICIENT BY THE OF-IFAS E TENSION OFFICE. ALL FERTILIZER APPLICATION SHALL BE IN REMOVE ALL DELETERIOUS MATERIAL AND REPLACE NTH A CLEAN, COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD SHALL BE AS FOLLOWS: N 2300 VIRGINIA AVENUE ACCORDANCE NTH COUNTY AND/OR CITY STANDARDS. PRODUCE A DENSITY EQUIVALENT TO 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FLORIDA SOIL N = FORT PIERCE, FL 34982 FEET IN THE BUILDING AREA. ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. LiEM BEda/NC veLL1c DENSTY TH/CKN S o ❑ ❑ TELEPHONE: (772) 462-1721 9. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 &STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE; AND BENT SUBGRADE 500• 500• 100" w FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' NTH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES SHALL BE 2. FILL REPLACEMENTS: CONCRETE --- --- 200s .;;" < 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY, ANY PLANS NOT "APPROVED FOR CONSTRUCTION" SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. • WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE FILL AT - -- „ .. ,. ,: : _ , . . w CONSIDERED PRELIMINARYAND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE: •=MAXIMUM SPACING SHOWN IN FEET. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 TAKEN IN n 10. WATER USED FOR IRRIGATION MAYBE BE OBTAINED FROM ANY PPROVED. SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL -FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND AND BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES ) INCHES INSIDE THE FIRST EDGE, TO THE CENTER, TO A POINT INSIDE THE RIGHT EDGE OF THE ITEM TESTED. 4 CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO OBTAIN A MINIMUM 3 13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. OF 118°/ OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. ADDITIONAL TESTS MAY BE REQUIRED FOR THE DRIVEWAY CONSTRUCTION OR AT MORE FREQUENT INTERVALS AS DEEMED I_ m 14. SHOP DRAW NGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW SHOP DRAWINGS 11. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY TERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE APPLIED IN 3. EXCAVATION AND BACKFILLING: NECESSARY BY THE ENGINEER. QIF Q AFTER RECEIPT. ADDITIONAL TIME MAYBE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES REQUIRE AN INTERNAL REVIEW AND THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MA UFACTURER. • WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPARTMENT SUFFICIENT - a APPROVAL PROCESS. COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 115% OF THE MODIFIED w 2 12. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO PREVENT PROCTOR (ASTM D-1557) MAXIMUM VALUE. J I- 15, CONCRETE SHALL BE CLASS I - 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL BE VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF ROOT MAT TO SOIL BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 15 INCHES LL• z w GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PEGS WIZEN PLACED ON LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A MINIMUM OF 115% OF THE v SLOPES 3:1 OR STEEPER. COST OF STAPLES. AND PEGS SHAL BE INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE MODIFIED PROCTOR (ASTM 0-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH LAYER OF BACKFILL SHOULD BE ❑ PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTI JUOUS STRIP OF SOD, COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A MINIMUM TOTAL APPLIED FORCE OF 180 TONS. lE 16. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES AND UTILITIES V! ,^ m NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY CONSTRUCTION ACTIVITY TO MEET ALL APPLICABLE CURRENT SOIL EROSION PLAN 4. FOOTING EXCAVATION: NO CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT TO REVIEW AND APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY. SEE SOILS LABORATORY RECOMMENDATIONS, _ O 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL E ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE CONTRACTOR 5. GROUNDWATER: L a U 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLL TION OR EROSION. THE COST OF POLLUTION AND EROSION CONTROL . HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY ' METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AW WA CURRENT STANDARD. IT SHALL BE THE RESPONSIBILITY OF THE SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, AN EXCAVATION OF tlL_ aCONTRACTOR N TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY COMPANY STANDARDS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT WITH THE CONSTRUCTION DRAWINGS AND THE LOCAL 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN, IN GENERAL, THE SOIL THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY. IA " UTILITY EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL NOT ERODE INTO THE ADJACENT = COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT DIRECTIONS. ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION ITCHES. ALL EXISTING SWALES SHALL REMAIN SODDED DURING 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: U) CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL • ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID THE ..j IA. p w 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLAC MENT OF THE PIPE, THESE TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRI R TO DISCHARGE FROM THE SITE, SILTATION BARRIERS SHALL BE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. 200 SIEVE SIZE, WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS. SOILS WITH a POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR. THE THE MORE zp METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY /COUNTY ENGINEER AT THE EXPENSE OF THE CONTRACTOR. ENGINE UTILIZED AS PER FL STORMWATER EROSION & SEDIMENTATIO CONTROL INSPECTOR'S MANUAL. THE DRAINAGE WHICH OUTFALLS TO THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO COMPACT. T CIO uj THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IN MEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING O OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION SWALES SHALL BE STAKED WITH SILTATION FENCES AS PER FL 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM. ggqq Ai >- ❑ w 19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK: THE VIDEO STORMWATER EROSION & SEDIMENTATION CONTROL INSPEC OR'S MANUAL TO AVOID FILLING THESE AREAS. UPON COMPLETION OF z RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A MINIMUM OF 1600 FEET BEYOND THE. WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID ERO ION. CONTRACTOR IS REQUIRED TO COMPLY NTH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE DISCHARGES WILL. BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. 8. REFER TO GEOTECHNICAL REPORT BY ARDAMAN &ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 FOR SOIL RECOMMENDATION V ✓ z N HAUL ROUTES NEEDED FOR THE OFF -SITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE AND REQUIREMENTS. O w ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST. IF DAMAGE TO EXISTING INFRASTRUCTURE U O IS RECOGNIZED DURING THE COURSE OF THE CANNOT BE AS A PRE -CONSTRUCTION CONDITION ON THE WATER QUALITY NOTES JE W REQUIRED VIDEO RECORD, THE CONTRACTOR MAY BE REQUIRED TO MAKE PROPER REPAIRS. O M ER REPAIRS, EXCAVATION. FOR. STRUCTURES AND PIPES JE V w N O 20.THE CONTRACTOR SHALL VIDEOTAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES/ BUSINESSES IN THE PROJECT AREA. i. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST L AL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE i. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN ACCORDANCE NTH J z COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON R QUEST BY DISTRICT REPRESENTATIVES. THE CONTRACTOR SHALL SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F. D.O.T. STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE � w 2D REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT F THE ACTIVITY AUTHORIZED BY THE PERMIT. CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. N STORM SEWER NOTES 11 m 2..ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS APPROVED BY 2. REMOVAL OF UNSUITABLE, ORGANIC OR. PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND SHALL BE INCIDENTAL TO OTHER WORK. z 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE ERNI TTED ACTIVITY AND THE CONDITIONS FOR UNDERTAKING THAT ,. ,� z REQUIREMENTS, PROVISIONS OF F.AC. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS MORE ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT PRIOR TO ANY WORK COVERED BY A PERMIT FROM SOUTH FLORIDA < STRINGENT. WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONS RUCTION COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS OTHERWISE p BY THE PERMITTEE OR AUTHORIZED AGENT. SHOWN ON THE PLANS. •,.\C E NSF ��,y ��j z 2. ALL DISTURBED OUTFACE DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS -BUILT GRADE ELEVATIONS N. \\\ . = ARE APPROVED BY THE ENGINEER. 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAY F, UPON PROPER IDENTIFICATION, MUST 8E GRANTED PERMISSION TO 4. REFER TO GEOTECHNICAL REPORT BY ARDAMAN &ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 ,, iiNlS = w 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND ALL ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CON RMITY NTH THE PLANS AND SPECIFICATIONS APPROVED BY THE PERMIT. 6Zi� _ .. HARRF6ON,, P. SATE) DRAINAGE DITCH QUANTITIES, SLOPES AND SWALES SHALL BE SODDED PIPE AND STRUCTURE BACKFILL � � TO AVOID EROSION. 270 STATE OF ,' [p - rn a 4. THERE IS TO BE NO OFF -SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED ON 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SF ALL IMPLEMENTAND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO TAIN SEDIMENT ON -SITE AND TO PREVENT VIOLATIONS OF STATE WATER 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT PLANS AND 2� 11 )O•' i -SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDA E WITH THE GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BA KFIL MATERIAL SHALL BE LIMITED T C L M 0 MATERIALJE CLASSIFIED AS A-1, A-3 AND A-2-4 IN ACCORDANCE WITH AASHTO M,145 AND SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. G\ \�\ O FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND ND AND WATER MANAGEMENTDEPARTMENT OF O (FLORIDA( SECTION 125 REQUIREMENTS. IL \\\\\ w ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A PROJECTS SPECIFIC EROSION I / ) w❑ 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY ADVERSE AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN IL O IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR OFF -SITE. THE ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITION. REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT 10250 SW VILLAGE PARKWAY - SUITE 201 z CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL COMPACTION OF ANY CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CO TROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT, PORT SAINT LUCIE, FL 34987 a F FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEM T ADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN M 772462-2455 w SEDIMENTATION IN THE RECEIVING WATERS. ACCORDANCE NTH THE SPECIFICATIONS IN CHAPTER 6 OF THIE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND 3. REFER TO GEOTECHNICAL REPORT BY ARDAMANASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 p WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONME TAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY .& - `}1._ � ... � -' ,yr," z EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO E WATER RESOURCES AT NO ADDITIONAL COST TO OWNER, OO 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE CONTRACTOR CLEAN-UP .' K p'a_ w SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION AND MUST 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER S STEM, THE.CONTRACTOR MUST ASSIST IN SUBMITTING TO THE SOUTH CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED INSUBSTANTIAL CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN45 (AS -BUILT CERTIFICATION BYA REGISTERED PROFESSIONAL), SIGNED AND SEALED BYAN APPROPRIATE P FESSIONAL REGISTERED IN THE STATE OF FLORIDA AND TWO SETS OF 1: THE SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE /REPAIR ALL DRIVEWAYS, Q4 �'@ �° CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT MINIMUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF AS -BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDI ION OF THIS PERMIT; B) THE PROFESSIONAL USES AS -BUILT DRAWINGS WALKS, UTILITIES, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES. 1 d,8- 1 w THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; OR C) WHEN THE COMPLETED SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. = I- ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS NTH DEVIATIONS NOTED. SEE ALSO AS -BUILT REQUIREMENTS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF HAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL. 2. THE CONTRACTOR SHALL REMOVE. ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY AFTER 11 T�_ �L COMPLETION OF CONSTRUCTION OPERATIONS. F 5. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION ND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS - N"', i , 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) FEET OF PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTIC IN ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, BUT IN NO & FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE " Q S E CONTRACTOR IS REFERRED TO THE AGREEMENT BETWEEN OWNER AND z ' w ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER MANAGEMENT CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE HAS TEMPORARILY CONTRACTOR". p g DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION REPORT. PERMANENTLY CEASED. -, v W g 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE -CONSTRUCTION . N CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR 4OCAL APPROVING AUTHORITY. _. .I .. ... k1} o n o U (� U 6 az c U A7 E I? E A g RU � E �N r 6 V V � O L m V V 0 i.Y N O'VV 13 ILT I IL 13111 4G 0 U c O c o W IN[ E E o • 3 � A V^ 0 L UIVIJIVN VNC - l.71:NtKHL KtUUIKtMCNIJ 22-3 Fill and Compaction - Provide clean well -graded sand placed in maximum • Code Data • at opfts timum moisture content. Com o 1-1 Interpretation of Plans - The Architects services does not include supervision 1" licompacted to 95% of modifp action is to be verified b d proctor maximum dry density, an inde pSTM d 1557 Drawing Index: 3 a of construction. The Architect divest himself of the responsibility of the work, errors endent OFFICE or emissions resulting from the interpretation of the plans. If the Contractor believes testing laboratory and reported to the Owner. G he has discovered errors or omissions in the plans the Contractor shall notify the t J � Architect in writing for clarification before continuing work. 2-4 Soil Bearing Foundations are designed at assumed soil bearing value of 2500 pounds per square foot. Provide soil bearing capacity report from soil NEW BUILDING 3310 SQ FT o 1-2 Applicable Standards - All work under this Contract, or Sub -contracts shall engineer. Follow ground preparation as directed in the report. If such bearing T 1 -Title Sheet ° a)o values cannot be developed in the soil under the building, the Contractor is to ° o conform to recent editions of local, state and national codes, ordinances and notify the Architect in writing. The Architect will, as an addition to his contract, OCCUPANCY CLASSIFICATION: BUSINESS (B) r regulations pertaining to the work, FBC., A.C.I., A.N.S.I., A.S.T.M., O.S.H.A., etc. provide a revised foundation design based on conditions reported on -site in the Al - Floor Plan ° W 1-3 Scope of Work Contractor shall furnish or provide for all items, articles, testing engineer's report. TYPE OF CONSTRUCTION: TYPE IIIB g materials, operations or methods listed, mentioned or scheduled on drawings and/ 2 5 Soil Treatment Treat compacted soil with an approved termite treatment at A2 - Elevations - East & West FIRE SPRINKLE SYSTEM: NO ° --- -- - or herein specified, including all labor, materials, equipment, and incidentals rates specified by manufacturer. Treatment shall not be made when ground is necessary and required to perform and complete work as shown in drawings and/ excessively wet or directly after heavy rains. A3 - E I eva t I o nS - North & South 1 C or herein specified or as required for a completed project. NUMBER OF BUILDING STORIES: U 1 4 The drawings were design per FBC 2017 2-6 Site Grading and Drainage - All drainage must be kept on site and directed r to the street or river. See site and landscape plans for details. A4 - Building Section BUSINESS FL AREA : 3310 SQ FT • Wind Pressures designed for Enclosed Structure • Basic Wind Speed - 165 mph - 3 second gust + o } 2-7 Walks and Drives - Provide drives and walks as indicated on site plan. A5 - S I Ore Front Elevation COVERED ENTRY AREA: 305 SQ FT Q } ' • Risk category - II Construction method and finishes shall be directed by the landscape Architect or 3615 SQ FT • Wind Exposure -C Civil engineer. TOTAL FL AREA: A 6 - Wall Sections 1-5 Verifying Conditions - Before commencing work, Contractor shall verify 2-9 Sewer and water - Provide sewer and water connection as required by measurements and conditions at building site. Any differences between actual Health Department and utility supplier as approved by code. See MEP drawings. OCCUPANCY CAPACITY: B 33 measurements and those shown on drawings shall be submitted to the Architect in A /7 - Foundation Plan writing before proceeding. 2-10 Patching -All patching work of existing materials to remain the quality of the 1-6 Permits - Contractor to provide all permits and fees as required from surrounding material as needed to complete and finish the work without notice of Ag - Roof Framing Plan changed area. government agencies. 2-11 Demolition -Conduct demolition operations and removal of debris to ensure A9 - Bathroom Plan / Elevations 1-7 Surveying -Owner to provide original survey and sewer application. minimum interference with roads, streets, walks, and other adjacent occupied or Contractor to provide all surveying as required during construction and shall verify used facilities. Do not close obstruct streets, walks, other occupied or used A 10 - Reflected Ceiling Plan • all set backs and elevations. facilities without permission from authorities having jurisdiction. Ensure safe passage 00 of persons around site. Conduct operations to prevent injury to adjacent buildings, MAX. TRAVEL DISTANCE: - u Coordination Contractor to provide for all coordination required between structures, other facilities, and persons. Provide interior and exterior shoring, bracing Al I - Details 88FT •n sub -contractors and prime contract. All chases, cutting, patching, etc. as required or support to prevent movement, settlement or collapse of items to be demolished (300 FEET ) to be coordinated by Contractor. All patching shall be done to the satisfaction of m and adjacent items to remain. PLUMBING FIXT REQ the Owner. 2-12 Disposal - Remove from site all debris, rubbish, and other materials resulting ( 1 PER 25 EACH SEX) W 1 1 9 Job site Contractor to maintain a neat and orderly job site. Individual sub contractors to clean up after completion of their work. Final clean-up inclusive of from demolition operations as they are removed. EO.1 - Electrical Specs all finishes polished without dirt, grime, prints, mold, bugs, etc... for absolute clean NUMBER OF EXITS REQ Z i before owner move -in to be provided by Contractor and approved by owner. DIVISION THREE -CONCRETE : O E2.1 - Lighting Plan 2 '' 1-10 Workmanship All work executed atjob-site to be performed in a first-class 3-1 Concrete - Structural concrete shall develop a minimum strength of 3000 psi } at 28 days. All concrete shall be ready mixed and in accordance with ASTM C-94. 5 O O and workmanlike manner in accordance with latest accepted standards and practice for trades involved. Only workmen experienced in a work type to be Maximum allowable slump to be 5". All slabs to be 3000 psi at 28 days. Water shall E3. 1 - Power Plan m performed will be allowed to work. not be added on site without record and compression test of altered mix. E5 1 - Main Electrical Riser Diagram PLUMBING FIXTURE MIENS WOMENS 3-2 Scope -Provide all structural concrete, filled cells, slabs, beams, footings, () 1 11 Change Orders Changes in work to be accomplished or materials to be equipment pads, drives, walks, etc. as shown on drawings or as needed to furnished shall be done by owner approved. a complete job. OCCUPANCY i MO 1- Mechanical Specs TOTAL 63 +- 1-12 Temporary Facilities -Contractor to provide for temporary water, power and 3-3 Reinforcement - reinforcing bars shall conform to ASTM specification A615. d) p to sanitary facilities as required by work. latest edition, including supplemental requirements and shall be grade 60. Splices M2.1- Mechanical Plan WC/LAV WC /LAV N 1 13 Protection of Work and Property All material and equipment shall be in concrete, lap bars 42 bar diameters. Splices in masonry, lap bars 48 bar B 33 17 = 1 / 1 17 = 1 / 1 0- 0 diameters. At corners, make horizontal bars continuous or provide corner bars. Bars � 0-CL properly protected and kept in clean condition. All work shall be kept to the limits intersecting at re-entrant corners shall cross, with each ending at the for face of M 6.1 - Mechanical Details of the property and protect neighboring property and landscape. All pipe ends the wall with a standard hook at standard cover unless noted otherwise on the MEN'S URINAL 1 SUBSTITUTE 1 WC 50% -1 PROVIDED and parts of equipment left unconnected shall be capped or plugged. Any work drawings. Around openings and steps in walls, provide (2) #5's extending 2'-0" or equipment that is damaged shall be repaired or replaced as required at no cost beyond edge of opening or step. Horizontal bars at the top of the beams shall be PO-1 - P I u m b i n g S p e es `n Z to Owner. spliced only at midspan between columns and horizontal bottom bars shall be P2.1 -Sanitary Plan 1-14 Testing and Laboratory Services -Inspections or tests required by code, spliced only at column centerline. ordinance or as indicated herein or on Drawings shall be the responsibility of and Cq 3-4 Concrete Formwork - Adequate and safe design of formwork and shoring is LU 1 - Domestic Water Plan P3 paid for by Contractor. the responsibility of the Contractor. Sleeve slab and footing as required for � -.. o 1-15 Substitutions -Any substitutions or approved equal substitutions will be mechanical and electrical. submitted in writing to either Owner or Architect for approval. 3-5 Crack Control - Provide 6x6, 10/10 gauge welded wire fabric in all slabs, 1-16 Conflict of Information - if information is contradictory with different walks, and drives Also provide "Fibermesh" (1.5 Ibs per cubic yard) crack control instructions for the same aspect, contractor must report to architect. One additive per manufacturer's specifications in all building slabs and monolithic information must not be used as more important as the other. the architect will footing. saw cut slabs within 5 days with 3/8" deep control joints max 400 sq.ft review and revise for the correct information. square or rectangle or at inside corners. 1-17 Guarantees -General Contractor to provide owner with all manufacturer 3 6 Vapor Barrier Membrane Provide .006" polyethylene vapor barrier beneath LU supplied guarantees at end of job. General Contractor and all Sub -contractors to building slab. LU � w provide one year guarantees on building and all systems and equipment supplied 3-7 Minimum concrete cover - Slab - 3/4" by contract for one year after Certificate of Occupancy. Any required repairs will ~ be made without charge to Owner for materials or labor in this period. Air Exposed unprotected concrete - 1 1/2"Formed concrete above grade - 1 1 /2" JOB # conditioning refrigerant cycles to be guaranteed for five years from CO. Formed concrete below grade - 2" Uniformed concrete below grade - 3" Q DATE 6 / 10 /19 DIVISION TWO - SITE WORK 3-8 Expansion Bolts- where required shall be located at a min of 5 bolt diameters SHEET 2-1 Demolition / Clearing - Remove existing building, foundations, driveways, from the concrete edges and spaced a min of 10 bolt diameters U.N.O. N Uhderground septic systems and organic / vegetation matter from building and DIVISION FOUR - MASONRY O T pavement area. Remove from site. Do not bury. [)a not disturb deeper soils us rn needed and leave uncovered for proper fill and compaction procedures. 4-1 Unit Masonry Concrete block units to conform with ASTM C 90. Provide a 2 2 Excavation Excavate site to levels required for construction. Strip soil of all shapes and sizes required to complete the work with a minimum of cutting and o piecing. Provide reinforcement of the types shown on the Drawings. deleterious material 5' -0" past exterior of building lines. U r, A/C AREA COVERED P 3310 SQ FT. 305SQ FT. WINDOW SCHEDULE ID TYPE UNIT SIZE HEAD HT PRESSURE REMARKSA ..__�B _ ..�. ®� W Fixed 21 .,a..eo...3'xS 1 WRxed21 2 3'-211-+386/-42.4PSF ! C W Fixed 21 3'x 1 8 10' +39.7 / -43.0 PSF - - D W Fixed 21 3'x8 8' +36.0 / -41.3 PSF E W Fixed 21 6-4"x 1 8 10, +39.7 / -43.0 PSF 1 F W Fixed 21 3'x 1 8 10, +39.7 / -43.0 PSF G W Fixed 21 3'x8' 8' +38.01-41.3 PSF -8'-2" H W Fixed 21 3'x5-2 +38.6 /-51.4 PSF I W Fixed 21 3'x5 2 8'-2" +38.6 / -51.4 PSF--- �} J W Fixed 21 3' S 2 8'-2" +38.6 / 42.4 PSF �• • K W Fixed 21 3'x5'-2" 8'-2" +38.6 1-42.4 PSF - L W Fixed 21 3'x62 6-2'. +38.6 / -42.4 PSF M W Fixed 21 3'x5-2 8' 2" +38.6 -42.4 PSF N WFixed 2l 3'x52 8-2 +38.6/-42.4PSF - - { O W Fixed 21 3'x5 2' 8'-2" +38.6 / -42A PSF P W Fixed 21 3'x5-2 8'-2" +38.6 /-42A PSF R W Fixed 21 3'x5'2" 6-2"-2" +38.6 /-51.4 PSF i S W Fixed 21 3 x5-2" 8'-2" +386 /-42.4 PSF, T W Fixed 21 3 x5 2 8 -2" +38.6 / -42.4 PSF V W Fixed 21 3'x5-2 8'-2" +38.6 / -42A PSF W WFixed 2l Nx5-2 8-2" +38.6 / -42A PSF X W Fixed 21 3'x5'-2" 8'-2" +38.6 / -42.4 PSF - i o Y W Fixed 21 Tx 6-2" 8'-2" +38.6 / -42A PSF - NI -{ LO Z W Fixed 21 3'x5-2" 8'-2" +38.6 /-42.4 PSF AA W Fixed 21 3'x5'-2" 8'-2" +38.6 / -42A PSF AB W Fixed 21 3'x5 -2" 8'-2" +38.6 / -42.4 PSF AC W Fixed 21 Yx5 2" 8'-2" +38.6 / -42.4 PSF -1 AD W Fixed 21 3'x7-6' 8' ALL EXTERIOR WINDOWS EXCEPT FRONT ENTRY STOREFRONT W/ MUNTIN DESIGN SEE 3-A5 VERIFY WINDOWS MASONRY OPENINGS WITH MANUF. REQUIREMENTS GENERAL WINDOW NOTES - ALL WINDOWS SHALL BE CASED. ALL CASINGS SHALL BE NOMINAL 4" FLUTED WITH ROSETTE AT INTERSECTIONS AND ALL PAINTED SEMI -GLOSS - WINDOW EXPOSED HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613. MATCH WITH ADJACENT BUILDING STYLE HARDWARE 4-3 Grout - Provide grout in accordance with ASTM C476. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all joints except where scheduled to be stucco. 4-'5 Horizontal Joint Reinforcing 1. Truss design, minimum 9 gauge welded steel wire, 0.8 oz. hot dipped zinc coating. Reinforce horizontal joints continuous with vertical spacing of 16". 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate courses (16" c/c), typ, all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tees and corner sections as required. All lintel reinforcing bars shall extend not less than 24" beyond each - side of all openings. I- 4-6 Miscellaneous Masonry Anchors - Fabricated from 9 gauge HDG Z type steel1 rod. 26'-2" FROM EXISTING ADJ. STRUCTURE. 4-7 Fill Masonry Cells - @ door and windowjambs and sills solid with mortar or FBC 705.8 ALLOWS 70% OF OPENINGS (415 SQ concrete. FT) - PROPOSED IS 94 SQ FT DIVISION FIVE - METALS 5-1 Miscellaneous Metals - Contractor shall furnish and install, or furnish for other trades when required, all miscellaneous metal, steel, and metal fabrications including, but not limited to, hangers, anchors, bolts, plates, supports, lintels, brackets, and other miscellaneous items necessary to frame or support the Work. 5-2 Coordinate Metals - Metals in contact with each other must be selected to avoid dielectric decomposition or supply adequate separating material between the two different metals. Metals/fasteners exposed to weather shall be stainless steel unless noted otherwise on the drawings. 1 Floor Plan SCALE: 1 /4" = 1'-0 -- �C3, 4 C3 (V NOTE: 3-16 ,� _ _3' 4 1 7 �_._ 4.5 1/ _ 3'-1(2" b' 8" 3'-1 T _. 4'-p" 4" DIA D.S. DISCHARGE IN "i w 1 UNDERGROUND PIPE TO REMOTE CL BUBBLER -TYP ALL D.S. COORD W/ 4" D,S, W 4" D.S. I 1 0 I CT 4" D.S. S 4" D,S. LANDSCAPE GRADING PLAN - - a - a _ - -- _-- -I 1 -p IN OFFICE m OFFICE =i OFFICE OFFICE 109 ° 108 107 106 I' A: 125 sq ft A: 89 sq ft A: 91 sq f - A: 87 sq ft Cx) 0 10'-0" - 9 7- - t -- _5 3 ---- 9' 7 _ ----- -- - - 8 5" - I k450 � I� x I s WH SUPPORT 450 _ ALIGN ATTIC ACCEP 2,1N r. W o � 7 DBL CLG PANE OFFICE D _ I � 1 ' -- I AND , TRUSS CENTERI I 110% aN A: 91 sq ft (�� J I 115 C) A 25 sq ffi FL FL k %I TYP. INT. i C)DRAIN DRAINO dL �..�.) CASE DET. 1 II C A.1 AAAAAAAAAAM ' I ` I EQUIP I I I o.\ � IA: 47 sq ft MEN � WOMEN �1 117 A: 123 sq ft ii I� `'` / '.. A: 143 sq ft iI o OFFICE L�J I �I 'I I 11l 1 <( <Sl I 1 LI A: 91 sq ft 1 h 7•-,; j1 �3i�0' �� -3' iL I 41_ ,I 51.111 I CASED ED10' 0II 4' 11 54„_ 3'-0p - -5 - - 0 tp!� -- �2 dI A9 ... A �M ALIGN I9 0" RNE _... HALL 45° E 120 a:6st sq tr � RECEPTION CAS'h _. r' 114 UR OFFICE y 105 A: 71 sci ft 5-6- - o' up OFFICE 104 -- - A: 135 sq ftI `� N 9� 45 CASED OPNG 3'-0" 3y9 /2"_ ill OFFICE �I 103 A: 90 sq ft Ft ---. I V - --� I -SEEINT_DESIGIN OFFICE DWGS FOR 102 I COUNTER/ CAB. DESIGN j A: 93 sq ft of III ^1 al II a r ELECTRIC SERVICE CONFERENCE CONFERENCE CONFERENCE �_� A: 111 s ft q ` ; I� 100 �I 101 91 , J I A: 98 s ft 112 -- q SEE INT DESIGN DWGS ^ e A: 184 sq ft A: 182 sq ft FOR COUNTER DESIGN ---- --00 - (� CASED -�. LL? OPNG iv U Q 12' 0" -- - 13.-7°-- -- 8' 0' 11' 5" 1'-7" 18 5 - --- -- -- ---- - _ _._ - a _ - - - -- - - - LOBBY 113 - = _ I J K 0I A: 182 sq ft < C2! ADA THRESHOLDCC2� _ iC2 - -- 4" D.S. C 4" D.S '� r E 4" D.S. NOTE: C a 4" DIA D.S. DISCHARGE 114 UNDERGROUND PIPE TO REMOTE G BUBBLER -TYP ALL D.S. C ORD W/ �� j E �� LANDSCAPE GRADING F,LAN 1 1 I i t I 6--1------, _ 6-7.__.._.. .---._ -- 13 0,- -- -- --- - -- 7-1'-_ -- 6--1 2' 10"-- - 7' �„- - 6'_1" 6'-4" In - 0 I - w, 3- A STONE VENEER TO MATCH CC# SEE COL. SCHED. A7 O �=' ADJ BLDG COLOR AND - -- --- -- --- -.. r fi STYLE TYP. 1 OF 4 C4� ALL EXTERIOR BLOCK WALLS SHALL HAVEFILLED CELLS PER COL. SCHED. OR AS NOTED TM NOTE: :ALL EXT. WALLS SHALL BE WALL TYPE: 1-A6 U.N.O. -- --- - C3--------- -ALL INT. WALLS SHALL BE WALL TYPE i\; U.N.O. _1-2�-6 ------ 1C3�._ - _ _20 0 ---_ - - J 12'_6'_ SEE 1-A9 FOR OTHER WALL TYPE 1 i I SEE 4-A6 m 3 Z C � a C Q a L NC Q� I� U v) O N > 0 LU 1 JOB # DATE' SHEET A 1 ., SPEC. continue.. DIVISION SIX - WOOD AND PLASTICS 6-1 Lumber - All lumber permanently incorporated into the structure shall be air or kiln - dried and shall contain not more than 19% moisture. Elevate and cover lumber on site to protect from moisture. All lumber and plywood shall be identified by grade stamps. 1. Min allowable flexural bending stress for beams shall be 1500 PSI at normal load duration. 2. Min allowable horizontal shear stress for beams shall be 90 PSI. 3. Min allowable modulus of elasticity for post or beams shall be 1,500,000 PSI. Framing lumber to be #1 or better, minimum Fb=1200 PSI. All general framing members; blocking, bracing, and nailers, shall be Group 2 lumber, kiln -dried 2x6's minimum Fb=1100 PSI, 2x4's min. Fb 1800, provided as required, or where noted. All studs to be straight and true. Provide blocking at all windows and sliding glass or french doors for drapery installation. 6-2 Furring shall b(e 20 go steel hat channel, installed as required using shims, if necessary, to provide a true planer surface for finish materials. Ceiling is to be shimmied for smooth gypsum board finish where gypsum board finish is required. 6-3 Wood in direct contact with concrete, masonry, or soil shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. " o 6-4 Wood Trusses 1. Wood trusses, beams and Roof systems by truss company, shall be designed and certified by a Florida Registered Structural Engineer. Shop drawings complete with structural load reactions must be submitted for approval and verify anchors stated on drawings . Installation and temporary field bracing shall be in strict accordance with manufacturers specifications and applicable codes and standards. Approved galvanized truss anchors shall be provided at each bearing. Installation shall separate bottom chord of trusses from concrete (where applicable) with either 30# felt or SBCCI approved galvanized or stainless truss seats. Truss manufacture shall supply architect shop drawing sheets of designed truss with bearing loads and uplift loads for review and approval prior to manufacturing. 2. Provide 2 x 4 bridging at 8' - 0" c/c at the bottom chord and as otherwise called for on the truss shop drawings. Adequate bracing and bridging shall be used during erection of the trusses to prevent collapse or damage to the trusses. 3. Supports for top chord or ceiling hung mechanical equipment and other items supported by the wood trusses shall be attached to the trusses at panel points. The general contractor shall coordinate the installation of those items and assure that provisions are made in the design of the truss by manufacturer for the concentrated loads imposed and dimensional size / weight of the equipment. All dynamic (with moving parts) shall be spring hung absorbing sound transmission and movement. 6-5 Field Measurements - Truss manufacturer to take measurements in field as required to verify or supplement dimensions on drawings and assume responsibility for fit of wood trusses. 6-6 Wood in direct contact with concrete, or masonry shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. SBX Sodium Borate pressure treated wood shall be used against concrete or masonry that is not exposed to water or exterior elements. Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) shall be used for exterior applications. Wood in contact with soil shall be marine grade treated. 6-7 Rough Carpentry - Select material so that knots and defects will not interfere with placing bolts or proper nailing. Produce joints which are tight, true, and well nailed, with members assembled in accordance with the Drawings and with pertinent codes and regulations. Lumber may be rejected by Architect or Owner, whether or not it has been installed, for excessive warp, twist, bow, mildew, mold, as well as for improper cutting or fitting. All wood stud walls shall be 16" on center unless noted otherwise and shall be straight, true and plumb to a tolerance of 1/8" in 10 feet. Ceilings to be shimmied as required to level to 1 /8" in 10 feet. Provide blocking as required for installation to support all finish or trim items. Provide blocking above all windows and sliding glass doors for installation of drapery hardware. Comply with "Fastening Schedule" of the F.B.C. 2017 edition and other fastening requirements contained in the pertinent regulations of governmental agencies having jurisdiction. 6-8 Finish Carpentry Interior trim to be paint grade poplar as shown on drawings, with painted finish. Unconditioned areas shall have all wood primed all sides. All doors and windows to be 4" fluted wood jamb/head cased painted per drawing. All rooms (excluding bathrooms) shall have 6" wood base trim. The profile shall match the same size and style of the adjacent building trim and approved by the owner. Bathrooms shall have coved ceramic tile base as selected by owner. Produce joints which are true, tight, and well nailed with all members assembled in accordance with the drawings or directed by the owner. Make joints to conceal shrinkage, miter exterior joints, cope interior joints, miter or scarf end -to -end joints. Install trim in pieces as long as possible, jointing only where solid support is obtained. Finger joint not allowed if stained finish. Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface, always sanding in the direction of the grain. No coarse grained sandpaper mark, hammer mark, or other imperfection will be accepted. 6-9 Metal fasteners, clips, holddowns - All model numbers are per Simpson Strong- Tie Company, Inc. If an alternative manufacture is used - submit allowable loads, capacities to the architect for approval. 6-10 Sheathing 1. Roof Sheathing - shall be 4' x 8' x 5/8"(min.) CDX plywood. Install the panel's long dimension perpendicular to the framing. Sheathing fasteners shall be 8d hot dipped galvanized ring shank nails unless noted otherwise: Zone 1 - 6"o.c. at edges and 6"o.c. at intermediate framing Zone 2 - 4"o.c. at edges and 6"o.c. at intermediate framing Zone 3 - 3"o.c. at edges and 4"o.c. at intermediate framing use 8d ring -shank nails and adhesive within 5' of a gable end. 6-12 Metal fastener materials Standard (G-90) treated metals may be used on untreated, Chromated Copper Arsenate (CCA-C), or Sodium Borate (SBX) treated wood only. ZMAX (G-185) , Hot Dipped Galvanized (HDG), or stainless steel treated metals must be used in Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) treated woods. 1f HORIZONTAL PATTERN STUCCO 2 DECO MEDALLION STANDING SEAM METAL ROOF 3 ® FRIEZE 5 GUTTER I DOWNSPOUT SYSTEM © GLASS WINDOW WITH MUNTINS O7 STONE VENEER 'LUM GUTTER TO )ATEH GOOF Flh '\I go N I 4 A + — --.I. .,. n, d.. u G TTER TO -1 ROOF FIN L I� 0 fry i tY w LU w W x JOB # DATE " a ILNIAQ� 0 A:2 O a- 0 U RKManonawleaw a GENERAL DOOR NOTES DOOR ID TYPE Iv1ATL ORIENTATION PRESSURE REMARKS WIDTH HEIGHT 1 D2 21 DOUBLE 6' 8 - L + 36.0 / -39.3 PSF LCN PUSH SIDE HEAVY DUTY closer, panic bar ---_ --_- - passage lock exterior ---- --_ -- nd 2 DI 21 SWING 3' 8' R 3 D1 21 SWING 3 8 R PUSH / PULL PLATES W/ MTL TOE KICK WEATHERSTRIP AND LCN PULL SIDE MED. DUTY _ loser 4 D121 SWING 3 8 L 5 D1 21 SWING 3' 8' - R 6 DI 21 SWING 3' 8' - L 7 DI 21 SWING 3' 8' - R 8 DI 21 SWING 3' 8' - R - 9 DI 21 SWING 3' 8' - R 10 D1 21 SWING 3' 8' L 11 DI 21 SWING R 3' 8'LN 12 DI 21 SWING PUSH 3' 8' L + 38.0 / -41.3 PSF and passage ockAVY e T DorY closer, panic b el _ r 1! 14 DI 21 SWING 3' 8' R 15 DI 21 SWING 3' 8' L 16 DI 21 SWING 3' 8' R 17 DI 21 SWING 3' 8' - L 18 DI 21 SWING 3' 8' - R 19 D221 SWING 6' 8 LPUSH 20 D1 21 SWING PULL MTL TOE KICK 3' 8' - L WEATHERSTRIP PLATES AND LCN PULL SIDE MED. DUTY ,loser DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 Waterproofing - Coordinate waterproofing with other trades and make provisions for their work to avoid cutting and patching. 7-2 Insulation - Provide Icynene Insulation system for total insulation. A min. of 9" thickness shall be applied to the underside of the roof sheathing. Protect all exposed surfaces from overspray. Guard against bleed-thru or remove excess as required. Provide the following insulation: All ceilings - R-20 foam spray against roof decking. 6' or 4" interior frame walls shall have a min. of 3" batt or foam sound insulation. Exterior masonry wall insulation - R-4.2 rigid foil face rigid board full sheets with adhesive to CMU. 3" unfaced mineral wool insulation (without kraft paper or foil) shall be installed on top the suspended acoustical panels for sound insulation. 7-3 Roofing - Provide standing seam snap lock or crimped metal roof 24 ga. min. and a 30 year guarantee. the standing seam shall be no more than 1 " high. The color and profile shall match exactly the adjacent building roofing and approved by the owner. Installation shall be for a complete weatherproof system with all applicable accessories (including but not limited to hips, valleys, eaves, flashing, mortar, color, vents, color coord.) as recommended by the manufacturer. Provide 90 LB 'peel and stick' underlayment and all nail fasteners shall be HDG or stainless steel. 7-4 Flashing and Sheet Metal - Provide flashing and sheet metal not specifically / " described in other sections of these specifications but required to prevent penetration (` of water through the exterior shell of the building complying with pertinent recommendations contained in current edition of SMAACNA's "Architectural Sheet Metal Manual." All flashing to be min 16 ounce copper or compatible roof material finished metal. 7-5 Sealants and Caulking - Standard caulking compound shall be a one part urethane sealant. Color shall be manufacturer's standard paintable grade. Window and Door perimeter and buck Sealant shall be continuous Vulcum. 7-6 Infiltration Barrier - Building to comply with Florida Energy Efficiency Code for Building Construction Infiltration practice #2 min. Provide code approved infiltration barrier. 7-7 Building (Felt) Paper - Install where indicated on drawings. Shall be Asphalt saturated felt, non -perforated ASTM D 226. DIVISION EIGHT - DOORS AND WINDOWS 8-1 Doors and Frames - Provide all doors and frames hung true and plumb as indicated on schedule. All interior doors shall be Jeld-Wen 1 panel tempered glass solid core 1 %, paint grade unless noted otherwise (Uathroom, utility rooms, etc. ). 8-2 Windows - Provide all fixed glass true and plumb as indicated on schedule. • All windows shall be fixed, laminated glass with muntin design as indicated on the elevations. 1" decorative ogee exterior and interior muntin. The manufacture shall be PGT series 7720A with bronze anodized aluminum frame to match existing building windows. 8-3 Storefront- Provide 2" x 4 1 /2" aluminum esp bronze finish (to match existing PGT windows) as manufactured by KAWNEER trifab VG series 451. provide complete system with break trim, stops, base, transoms mullions all finished for consistant finished units. Anchors and fasteners per manufacture shop drawings for 165 mph wind loads, exposure C. Glazing shall be two layers 3/16" H.S. tinted (to match other windows) laminated impact resistant glass. Entrance doors shall be Terrace doors 2000T by Kawneer. supply with concealed DCN closer, panic bar and passage lock exterior only. 8-4 Window and Door Bucks shall be 2x thickness and anchored into a solid concrete or grout jamb with 1/4" x 3 1/4" masonry screw (ie. tap -con) for 1 1/4" min. embedment at 12" oc and each end. 8-5 Mirrors - Provide clear plate glass mirrors as indicated on interior elevations. Mirrors to be Type I, Class 1 (FS DD-G-451) with silver coating, copper protective coating and 2 mil thick paint coating, comply with CS27. Provide mirrors of full width per interior elevations and framed per interior designers selection. 111 - ALL DOORS SHALL HAVE WALL OR FLOOR MOUNTED DOORSTOPS - ALL DOORS IN THE MEANS OF EGRESS SHALL COMPLY TO FBC 2017 SHALL BE A SINGLE ACTION RELEASE AND SHALL NOT REQUIRE A KEY OR A TOOL OR SPECIAL KNOWLEDGE TO OPEN FROM EGRESS SIDE VERIFYING KEYING SCHEDULE WITH TENANT, MASTER - SUBMASTER SYSTEM REQUIRED - ALL DOOR HARDWARE SHALL BE ACCESSIBLE PER ADA AND FBC DOOR FRAME SHALL BE WOOD PAINTED SEMI GLOSS. ALL CASINGS SHALL BE NOMINAL 4" FLUTED WITH PLINTH BLOCK AND ROSETTE ALL PAINTED SEMI -GLOSS - DOOR HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613, LOCK SETS SHALL BE INTERCHANGEABLE CORE. MATCH THE LEVER STYLE LOCKSET WITH ADJACENT BUILDING STYLE HARDWARE South Elevation SCAI F- 1 /d" = 1'-n" North Elevation SCALE: 1/4" = 1'-0" f I BLDG SLAB — m' PORCH SLAB HORIZONTAL PATTERN STUCCO REVEAL 2 DECO MEDALLION 3 STANDING SEAM METAL ROOF ® FRIEZE �5 GUTTER / DOWNSPOUT SYSTEM ® GLASS WINDOW WITH MUNTINS ❑7 STONE VENEER e M-M cyy� [7 m 3 Q% 70 Z � O N• D a O m N N > L O I O V) Z O V) % N W ^� LU l'y 1 w L W 0 JOB # DATE 6/ 10/1 Q c SHEET N O w Q 0 U DIVISION NINE - FINISHES m 9-1 Stucco - A light texture finish field and smooth finish trim to match existing building where indicated for contrast. Provide sample board for owner approval. finish shall be uniform through -out entire building. Portland cement plaster mixes and composition: 1. 3-coats over metal lath: scratch coat- 1 part portland cement, 3/4 part lime, 2 1 /2 to 4 parts sand. brown coat- 1 part portland cement, 3/4 part lime, 3-5 parts sand 2. 2-coats over concrete unit masonry: base coat- 1 part portland cement, 3/4 to 1 1 /2 part lime, 3-4 parts sand 3, finish coat: 1 part portland cement, 3/4 to 1 1/2 part lime, 3 parts sand. Provide vinyl stucco reglets, reinforcing, and beads for straight, parallel, constant lines. 9-1 Gypsum Wallboard 1. Work shall be done in strict accordance with the standards established in the U.S.G. Drywall Construction Handbook, latest edition, or comparable publication by other manufacturer, particularly in regard to fastener spacing and treatment of joints and corners. 2. Gypsum board Ceilings to be slick smooth finish, all walls to be smooth finish. 3. Fasten wallboard with 1-1 /4" type W bugle head screws. Space screws 4" OC at perimeter and 8" OC in the field on 24" OC framing min. Glue ceilings and walls. 4. Provide 5/8" wall board on walls, 5/80 on ceilings. 5. Provide a complete system of metal trim formed from zinc -coated steel not lighter than 26 gauge. (Corners, J-mold, etc.) 9-3 Painting 1. Prepare substrate and apply paint coatings in strict accordance with recommendations of the manufacturer of the approved paint system. 2. All surfaces shall be covered with the minimum number of coats as listed. Additional coverage shall be provided as required to cover all holidays. 3. Protect all exposed floors, porches, patios, walls, windows, etc. as required for full protection. 4. Sand with fine sandpaper between all coats applied to wood. 5. All coats must be thoroughly dry before application of additional coats. 6. Clean all surfaces, sand, putty, and spackle as required before painting. 7. Finish tops and edges of all doors same as face. If bottom of door is cut, paint this surface. 8. Paint residue or overspray shall be removed from adjacent unpainted surfaces by painter. 9. Verify all stucco surfaces are properly cured before painting. PAINTING SCHEDULE All paints to be Benjamin Moore or approved equal or as noted. Exterior Stucco: 2 coats Moorgard Exterior Wood (stain): 1 coat Moorwood semi -transparent Latex Stain 098 Exterior Wood (painted): 1 coat exterior Moorgard primer, 2 coats Moorgard Interior Wallboard: 1 coat Moorcraft Latex Primer Sealer 1 coat Moore's Regal Wall Satin Interior Ceilings: 2 coats Regal Wall Satin, Decorator's White. Interior Doors and Trim: 1 coat Moore's Alkyd Enamel Underbody 2 coats Moore's Satin Impervo Enamel Provide a paint sample on each and every specific material of color and sheen for owner approval prior painting actual material. 9-4 Flooring 1. Provide and coordinate flooring material, transitions and accessories with the space planners specifications. 9-5 Ceiling Finish 1. Aluminum 'T' grid with ESP white finish. the suspended grid shall be installed level w/ wire ties or rods as suggested by the manufacture and adequate for the total system. 2. The acoustical panels shall be white fissured with recess mount to match the existing adjacent building's finish and style. DIVISION TEN - SPECIALTIES Provide specialties and install specialties as noted. Provide all blocking, recesses, etc. as required for installation of specialties. 10-1 Bath Accessories 1. All bath accessories shall be stainless steel as specified on the MEP drawings and are to be approved with Owner. 10-2 Kitchenette cabinets - the contractor shall Provide a cabinet shop drawings, hardware, finish and detailing as required for a complete system as indicated on the space planning drawings. Design and review and approval shall be by the interior designer. a 10-3 Appliances (refrigerator, microwave, etc ) shall be provided by the owner. the contractor will install with connected services. 10-4 Gutters - all gutters and downspouts where indicated on the plans shall be installed. The gutters and downspout shall be profiled shape gutters and downspouts made of aluminum to match the adjacent building's gutters and downspouts. all accessories and fasteners of the guttering system shall be made of aluminum or HDG. The material shall be factory ESP finish to match adjacent building material color. Downspout discharge must be received into under gound piping inlet and routed to a lower discrete elevation. See landscape grading plan. DIVISION ELEVEN - EQUIPMENT Provide and install equipment as indicated. Provide all blocking, recesses, chases, power, etc. for installation of equipment. Provide Owner with all operation manuals, warranties, etc. as provided with all equipment. 11-2 Built-in items 1. Attic Access: provide fixed steel rung ladder stair to attic hatch as indicated on plans. DIVISION FIFTEEN - MECHANICAL 15-1 See Mechanical Engineer Drawings DIVISION SIXTEEN - ELECTRICAL 16-1 15-1 See Electrical Engineer Drawings ►----———————————— I I I I I I I I I I I I L I I I I I I I I I — I 11 I ♦ r i BUllding Cf on SCALE:114' = 1'-0" - FOAM INSI il_/iTICaN SPRAY IC) � ROOF DECKING - COM'. !Hi II I I I I' II I I I I TYP. ABOVE ALL SUSPENDED ACOUSTICAL PANELS: fifi II PROVIDE 3" UNFACED MINERAL WOOL FOR SOUND /t INSULATION Tyw „11 h rlii F 1 MECH EQUIP ATTIC '�tA trot' Pax c da i3 a%I i }; , n3i 71.;� II 3/4" T/G PLYWD I I DECK II 3 C„iY II --- —---, 1L 1—1----j-----L----- L----- 1----------==----------------------- -7 TYP. ALL INTERIOR WALLS: PROVIDE 3" BATT INSULATION FOR SOUND INSULATION ,17 BUildin SCALE: i /C = MUM I o � f C 0 U D J 4- v / i O CL •v q3 W 7C) Z m O LL j N (`V U / � J ALA N O Nil +- LO 0- 11 OR I , 1.....- 4 WINDOW MANUF STRUCT. MULLION V 7/8' W. RAISED MUNTIN ADH. TO BOTH SIDES OF GLASS TO MATCH ADJ BLDG STYLE Window Elevation CC"AI F 1 /9" = 1'-n" CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 2X4 WD STUD 12" OC STAG'D 2. 3" SOUND BATT 1 LB MASS VINYL CONT. P 5/8" DENSEGLASS BD CER. TILE THIN SET 1 1 MTL FRAME 1 1 INTERSECTION TOP PLATE TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY EXTEND MASS VINYL AND INSUL CONT. TO TOP PLATE ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE 9' HGT FULL HGT SEE INT ELEV CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 2X4 WD STUDS 12" O.0 STAGGERED W/ 1"TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN 2. 3" SOUND BATT 1 LB MASS VINYL CONT. 5/8" DENSEGLASS BD CER, TILE THIN SET CER TILE BASE W/ 2X6 PT SILL W/ 1/4" COVE / X 3 1/4" MAS SEALANT, SCREW 24" OC CONC. SLAB W/ SLOPE DIAGONAL BRACING 2' OC TO STRUCTURE ABOVE 4" MTL STUD 24" O.C. W/ TRACK EA END SUSP. ACOUS. PANEL CUG FIN W/ 3" MIN. WOOL INSUL F-QR_CQNJ, QQ-VLRAGE ml 4" MTL HDR W/ BLK'G MIN AS NEEDED W/ 5/8" GYPBD FIN HEADER DETAIL TOP TRACK TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS - NECESSARY 1 I'HGT n 10, HGT i ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 4"/ 6" 20 GA MT'L STUDS W/ V TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD PTD 22 GA MT'L TRACK j W/ 7/8" HILTI PAF X- UP8S AND WASHER CER TILES @ 24" OC BASE W/ COVE / 6" WD. BASE - TO SEALANT MATCH ADJ BLDG PROFILE 'CONC. SLAB 10' HGT ROOF DECK W/ FOAM INSUL 1/2" CDX PLYWD W/ TAPE AND COMPOUNT J. DRAFT STOPPING LIMIT OF WD TRUSS BOTT CHORD 4" MTL FRAME WALL W/ 5/8" GYPBD SUSP, ACOU. PANEL W/ BATT DRAFT STOPPING NO SCALE u® ALUM. GRID FOR 2X2 11' HGT S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL o FOR CONT, COVERAGE 1.; - - - 5/8" GYPBD. PTD 6" 20 GA MT'L STUDS 24" O.C. W/ V TYPES DRYWALL SCREW 8" OC VERT & 12" OC C TOP AND BOTT RUNNERS AND INTERMED. STUDS - STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD. PTD 22 GA MT'L TRACK W/ 7/8" HILTI PAF X-UP8S AND WASHER @ 24" OC 6' WD. BASE - TO MATCH ADJ BLDG PROFILE r CONC. SLAB TOP TRACK TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE 10' HGT 1 ;1 5/8" GYPBD, PTD 4" 20 GA MT'L STUDS 24" O.C. W/ 1"TYPES DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD. PTD 1. 22 GA MT'L TRACK t W/ 7/8" HILT] PAF X-UP8S AND ' WASHER @ 24" OC t 6' WD. BASE - TO MATCH ADJ BLDG r ;l PROFILE CONC. SLAB LIMIT OF TRUSS BOTT CHORD INSTALL CHAIR MOULDING BOTH OF ALL HALLWAYS Interior Door & Window Elevation SUALt: 1 %2' = I'-U nonalmrore o -0" MASONRY OPENING VERIFY W/ DR MANUF TEMPERED GLASS E� TRANSOM SIDELITES f►k3ln z Q �n col s r b - - _ Storefront Elevation SCAT F 1 /9" = 1'-f" OCK AT EA TERSECTION ADJ BLDG ;ASING TO U. BLDG TRIM :�L FIXED ID STOPS +E / TEMP DOORS ULDING TO U BLDG TRIM TO MATCH TRIM (LOCK AT SASE JN TO MATCH TRIM e • M n 00 N V^ U D J N i w w 9 JOB # DATE 6/10/19 Q WALL TYPES 2X4 PT NAILER SHIM AS i NEEDED FOR SMOOTH ROOF PLAN 4 -2X4 PT NAILER W/ 5/4 AND 1X3 FASCIA AND CONT ROOF MTL DRIP EDGE -- POUR'D CONC RAKE TI BM STEPPED W/ 1'-0" MIN DEPTH 4i�011f�91' '� )i 48" CMU W/ HORIZ. REINF.• O.C. #5 VERT IN SOLID GROUT. SEE PLAN i k6 FOR LOCATION. 2-COURSE FILL CELL BOND BM (134) CONTIGUOUS 3 , I ,II Ih L: prkA.�i r d hIJI r�; P.Fr: GABLE •R REINF NOT COOR Il iv � D SIGN MOUNT FILL CELL SOLID IF v5 III i r NEEDED FLUSH CONC. CAP TO KEEP WEATHER OUT OF I • • 1 • M •. LAYOUTINT. CLG ACOUSTICAL PANELS FIN BUTT TO STOREFRONT 4" 61A • CO2NERS r, STOREFRONT DR. TRANSOM / MULL MAS COL. BLK SEE C E�c= I — C PROCH COL PLAN VIEW (v- ADA ALUM. THRESHOLD 3 COVERED ENTRY WALL SECTI N SCALE 3/4"=1'-0" STONE VENEER TO MA TCH ADJ BLDG STONE WJ, 4.9 — 'Z' MAS TIE GA HDG I 'EA C FACE 24" OC MAX VERT W/ -- HI-BOND CEM. MOR�AR/ - rL--- GROUT TYPE 5 Lr STONE VENEER TO ' C MATCH ADJACENT BLDG STONE STYLE AND COLOR 3/8" GYP THERMAL BARRIER - STAND'G SEAM MTL ROOF 30# FELT PLASTIC TAB 5/8" CDX PLYWD WD. TRUSSES 24' O.C. BY FL. ENG. W/ TRUSS MANUF. R. 20 FOAM INSUL. 5/8" GYPBD. (SMOOTH/PTD. FIN,) TRUSS ANCHOR / SEAT ,. HETAL 20 EA, TRUSS U.N.O. 8" W. CONC. TIE BM, (SEE FRAMING PLAN) 2 X 4 SUB -FASCIA AND 5/4 X 6 AND 1X3 SMOOTH HARDIETRIM FASCIA AND CONT MTL DRIP MATCH ROOF MATL / FIN \- 2 X 4 P.T. NAILER & 2 X 4 FRAM'G 1 b 24" O.C. TYVEK AND FELT BACK OVERHANG HI -RIB LATH AND STUCCO FIN 8 X 8 PRECAST CONC. LINTEL FILL SOLID DRIP RECESS 1X P.T. BUCK (TYP.) W/ WINDOW PRODUCT APPROVAL ANCHORED INTO CMU MIN. 2X P.T. SILL PLATE W/ 1/4" X 3 1/4" MAS SCREW 12" OC AND 3" FROM ENDS W/CONT /j PERIMETER COAT OF 'VULCAN' SEALANT STUCCO SILL SLOPED 10 DEG. 8" MIN GROUT SOLID WINDOW SILL BLK. - "THK STUCCO SM. FIN. (5/8 ) 8" CMU W/ HORIZ. REINF. 16" O,C. #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. R - 4 RIGID INSUL, W/ ADHESIVE 3/4" FURRING 24" OC 5/8" GYPBD. 1/2" BLK. RECESS #5 DOWELS W/ 9" 90 DEG. BEND AND 26" MIN EXTENSION - 6 X 6 / 1.4 X L4 WWF (DOUBLE 36' WIDE PERIMETER) - MONO. CONC. FT'G - SEE FOUNDATION PLAN. T'T'FP CONCe WALL SECTION W/ WINDOW... SCALE 3/4 " = 1 ' - 0 " DECO PYRAMIDAL PVC POST CAP PVC TOP RAIL W/ OGEE EDGE AND CONCEALED S.S. SCREWS UNDERSIDE 4" SQ PVC REINF, POST PVC JAMB CHANNELS FORLATTICE PANEL 'VC STRUCTURAL POST 1/4" PVC WHITE POST LATTICE PANELS FULL SECTION SHEETS B7WN POST 4" PVC BOTT RAIL PT WD POST SET IN CONC FTG RAILING SECTION SCALE 3/4': 1 - 0 - STAND'G SEAM MTL ROOF 30# FELT PLASTIC TAB 5/8"CDX PLYWD WD, TRUSSES 24' O.C. BY FL. ENG. W/ TRUSS MANUF. 17 R. 30 BATT INSUL. 5/8" GYPBD. (SMOOTH/PT'D, FIN.) TRUSS ANCHOR / SEAT HETAL 20 EA, TRUSS U.N.O. 8" W. CONC. TIE BM. 3/8" GYP "� ) "° (SEE FRAMING PLAN) THERMAL > bl2 BARRIER X 4 SUB -FASCIA AND 5/4 X 6 AND 1X3 SMOOTH HARDIETRIM FASCIA AND CONT MTL DRIP � f MATCH ROOF MATL / FIN - 2 X 4 P.T. NAILER & 2 X 4 FRAM'G 4!I 24' O.C. TYVEK AND FELT BACK ) NI HI -RIB LATH AND STUCCO FIN ' m 1/2" X 1 1 /2" PVC STUCCO REGLET - SEAMLESS AND WI, DOW _ STRAIGHT LEVEL LINES FINISHED Ha HGT G''` C TO MATCH ADJACENT STUCCO -j -- STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ., REINF. 16" O.C. cq #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. R - 4 RIGID INSUL, W/ ADHESIVE 3/4" FURRING 24" OC 5/8" GYPBD. , - � 1 1/2" BLK. RECESS , #5 ,boWELS W/ 9" 90 DEG. BEND AND 26' MIN EXTENSION 6 X b / 1.4 X 1.4 WWF (DOUBLE 36' ` IDE PERIMETER) MONO. CONC. FT'G - SEE FOUNDATION PLAN. TYP, WALL SE MION SCALE 3/4 " = 1 ' - 0 " c m 3 70 Z D O Ia W L N O O 4) ad 01 Vn O o UJ r JOB # DATE 6 / 10 , SHEET A6 Li P COLUMN SCHEDULE 01 TYPE DESCRIPTION / 4" x 4" x 5/16 STL (Fy 46 KSI) COL Cl STL ip W/ BASE PLATE MTD BELOW SLAB COL ON PAD FT'G SEE FTG'E' AND 6 A$ BOTT PLATE r 1'-0" ,r 8" x 12" P.C. COL W/ 4 • #5 VERT C2 h AND #3 TIES 12' OC DOWEL 36" LAP 1 1 /2" CLEARANCE OF FORM 16" x 16" MAS. COL BILK FILL SOLID W/ 4# 5 VERT. AND # 3 STIRRUPS 12" OC C3 DOWEL 36" LAP 1 1 /2" CLEARANCE OF SHELL TYPICAL EXT. WALL REINF. 8" x 8" x 16" CONC COL BLK W/ #5 VERT IN C4 FILLED CELL k CMU WALL LESS THAN 10' - 32" OC -1' 3 /S'" X CMU WALL GREATER THAN 10' - 24" OC (EXCLUSIVE OF TIE BM) 8" x 8" x 16" CONC COL BILK W/ #5 C5 �` VERT IN EACH CELL FILLED 1'-3 5/8 C6 » FOOTI Ga SCHEDULE TYPE DESCRIPTION T.O.F. 24" x 20" CONC MONO FT'G W/ 0'-0" 3 • #5 4'-0" WIDEIDE DB'L LAYER b X b 10/10 A WWF 1,0 PERIMETER --' 3" CLR BOTT !- _..2 0° - 36" x 20" CONIC MONO FT'G W/ 4 • #5 CONT 4'-0" WIDE DB'L LAYER 6 X 6 10/10 g WWF O_ PERIMETER a N' 3" CLR BOTT 8" x 20" CONIC THKN SLAB W/ #5 VARIES CONT C r - 4' WIDE DB'L LAYER 6 X 6 10/10 WWF AT PERIMETER 3" CLR BOTT NOTE: MECH. EQUIP PAD SHALL BE 12" DEEP 3/8 CJ AT ORIGIN OF SLOPE 32" x 20" CONC THKN SLAB FT'G W/ 3 0'-0" FRONT X • #5 CONT AND 1 • #5 ADD ENTRY -` 4' WIDE DB'L LAYER 6 X 6 10/10 WWF HC ACCESS STEP DN 3" CLR BOTT 3"CLR 0' 0" J -6" .EAR ACCES #5 TRANSVERSE 12" OC E ^ > 48" x 48" X 12" CONC PAD FT'G W/ 7" I �`� 6- #5 CONT EA WAY - T/B COVER COL PLATE W/ BITUMIN > • BOND BREAK FROM SLAB - CJ PER PLAN 3" CLR BOTT ORIGIN OF SLOPE 0'-0'I SLOPETO 7" THKN CONIC SLAB W/ 4' WIDE 7 -�N—,, DRAIN DB'L LAYER 6 X 6 10/10 WWF AT STEP DN 3" CLR BOTT 12" x 8" CONIC MONO FT'G W/ 6" I • #5 CONT 3" CLR BOTT -I" 1'-2" , V-2" I ----- — Z',--. _4 I� o U%I L -\J _ 5" STEP _ J J DIN + q + . • m r-- �---------------- - - - - ------- - - - - -- -----1 ZA\\ L C � -^ �r. ICJ + • » I I I -- ------------ .---- i #5 DIAGONAL BARS AT - I io INSIDE CORNER - � I I I I I � I t Qi 20'-2" 8'-5" 8'-7" TYP. I SLOPE BREAK 1/8" : 12" MIN. TO FL DRAIN 1 il'ED I I I I _ I I - 4" FL I I I I 4„ FL I • DRAIN •_ II DRAIN I- �- - - A � 2' BELOW 2'' BELOW FIN FIL T FIN FL LL 1 + I I IIII I/ N' III 'I 1 ` ' FF- 1 r - 7, 71 _ J I CJ » I r-:-,1 , -:�.. F- I Ej- F -- -- I L---_jA ) TYPICAL: 4" THICK 3000 psi (MIN) CONIC. SLAB W/6"x6" 10/10 WELDED WIRE FABRIC AND FIBERMESH ON CLEAN 95% D.D. COMPACTED TERMITE 1 TREATED FILL (TYP) ( MAIN BLDG / COVERED I 1 PORCH / A/C EQUIP.) 1 �o I ALL BARS OF FOUNDATION STEEL SHALL BE I 1 CONTINUOUS AROUND CORNERS USING I CORNER BARS W/A MIN. LAP SPLICE OF 28" I I j I I 1 #5 DIAGONAL BARS AT A I .'l INSIDE CORNER ' I Foundation Plan SCALE: 1 /4' = 1'-q" ---- - - - __ FLUSH--- -- THRESHOLD I Q .I. w COS L. � G0 II cn r- N 45' 0" '---. n NOTE: FRONT AND REAR COVERED ENTRYS WITH TROWEL NON -SLIP CONIC FIN AND PROTECT FOR FINAL FINISH / COORD. SLAB ELEVATION IF ALTERNATE FINISH THICKNESS IS SELECTED. L R Y W + u FENCE FOOTINGS: V-0" DIA X 1'-10" DEEP 2500 PSI CONC. W/ PO; SET IN - SEE 4-A6 3'_8"_ r— — ----� it 2 1< I ICU I �c 1— — —L — — — — — — — 'ra0 (r4` 3'-8" 3'-8"1,3 _8_.'�` i c r t 0 L G 0 w Lu w w 2 Q J J Q a. 0 O L 0) .r Q 0 A JOB # DATE 6 / 10 /19 SHEET