Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CONSTRUCTION PLAN & SPECIFICATIONS
00 N 00 0 N N 3 m c N C 01 C w I-- N n I k Am At 404 bxl0j ii X, k Tcl M lu I I rer SECTION 06, TOWNSHIP 36S, RANGE 40E FT, PIERCE, FL Project Location J LOCATION MAP [ , [ ;v [ Fivrintc Rd TALLAHASSEE r - JACKSONVILLE L_ �- ' i _ � 7dtn! tanr��. y;�.y Ft ;gr.•I� t7 n*y v tdv�c�q,, � cG<� g o Project n�` Location F on,� OA- J 4 r""nfi CFI" L{ �' J 'kF'1% i$�dt CYf4ixi CY. O N' s TAMPA i PORT ST. LUCIE F "µ 1 T JUPITER �I' k L WEST PALM BEACH- fin. (\. l"I"i ( .4F \1U1 d � F4tT, 1� } Yil nh St 4? w�I J'StiY.' yv e MIAMI r {ry PORT ST. LUCIE OFFICE 10250 SW VILLAGE PARKWAY, SUITE 201 PORT ST. LUCIE, FL 34987 m 772-462-2455 F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 KEY WEST�p�° GOP y ao VICINITY MAP • 1. COVER 2. OVERALL KEY PLAN 3. EXISTING CONDITIONS & DEMOLITION PLAN 4. CONSTRUCTICN PLAN 5. PAVING, GRADING, DRAINAGE & UTILITY DETAILS 6. STORMWATER POLLUTION PREVENTION PLAN 7. SPECIFICATIONS ST. LUCIE COUNTY FIRE DISTRICT FIRE MARSHALS OFFICE REVIEWED AND APPRO REVIEWED BY: DATE: BL LUCIE COUNTY PLAN REVIEW .al -p3(o2 BLDG: DATE: ELM. IDATE: PLUMB: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY I & Z-o3G22 FILE.COPY 111//l0,. 00 0 N as 0 O 11 el E3 14�12-0362 O — — — — a 24.5 53 _ 329.RA 5.�9'... _ _ S89' 57' 54.41 IV — ------- -------- is .p yA / — -- --T WOODED AREA WOODED AREA • \ II / I �,. � I I > I.. J , , . .. , . . w , . , , S.F.W.M.D. , . , JURISDICTIONAL N , . •: ,.". .`. '. ,°.".'»". .`«., :k: . , .WETLAND ; 4. ., r' `..'. I. •LLi . »,. . . < , , .' . . , I . . , ,1.. ZONING: « / USE: FUTURE LAND USE: RS .......... . ,. , . ,`...:.`.".'. ............ .. . .. . ..`: . ::. , ,......... :...:..._.,..e..n. • «.',`, � :'::": , , , ::. ; :� .,. . ".`.-.°.. ° , '.°. . , ....... ... . .................... ... ....... .......... ....... .... ..... .. ...... ..... ..................I.........,,....,., l.,«......................«.,»........,.. s z........ . . , J,, »°. » . I � — — N89' • 54� -48.49 •E- .. � . ,r .�,� T `t1 .r rlF „ z 744.61 al � z � , �- -- r ><P`-�_"'' NEW HORIZONS DEVELOPED AREAS !f ., ` \: ,// �` \✓ k°L --- Y \��. iJ i,r r •i (12.35 ACRES Y I PLAN SHEET VIEWS - - ------ I- i-T----1 i I ( `,..-� 1 I _ _ 1 (YL_LI -1I ...1-J.I_I _Ji Ii _1I -III Ai _JII _:I ' I -- DEMOLITION & CONSTRUCTION AREA — y r r 1 11• (j �__-�� z I I ST. LUCIE COUNTY SHERIFF'S COMPLEX ' I i• (, L - lJ -J ��� 1 "'—'— -+� DEMOLITION &CONSTRUCTION AREA PARCEL ID:340650100150001 0 pj SiTi i \ �\ .- j. •�,� .) (, _ ---1 U I ST. LUCIE COUNTY ' i OI i ^i'"� �, r---- }-J .� �. L_ LI 4700 W. MIDWAY ROAD ' ; 00 O F = r L �- r Icy I n i I I ' O --- �' i i i' i i i i i i... i Y , Q 1 11 I I I I I I I I I I I I I iL N h — , ...1.,.�y...'.-.t��...t.r� U I ' � I � -- � 131r_r�_1F..m-r'7_-r-•r-'IL-r-r-'111V/I'{ I �..L.—� --� �, _ - J % �..-- 1 r... .. ..........f�.} I I �? &--.i i i yi_ir... ls.�_.i,_uJ ~Cu I✓v. 1_i. i i i i i i i 1 " I II II L r I L I_L'ri ^ C � I PORT ST. LUCIE OFFICE 10250 SW VILLAGE PARKWAY, SUITE 201 PORT ST. LUCIE, FL 34987 .._,. 'M 772-462-2455 ENGINEERS O SURVEYORS -b www.edc-inc.cam F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 N89' 54' 48.41"E ----I--- CENTERLINE OF RIGHT OF WAY __.._ _`______________—____ F.D.O.T. RIGHT OF WAY MAP SECTION 94530-2602 - ----- - --------- - --------- --- --------- ------------------- ___..__________ SECTION LINE_____ SNO DESIGNED BY SNO DRAWN BY 17-273 engineering r1.dwg FILENAME OVERALL KEY PLAID LAYOUT AS SHOWN SCALE 08FEB18 DATE NEW HORIZONS OF THE TREASURE COAST STORAGE FACILITY AND PHARMACY EXPANSION OVERALL KEY PLAN SAINT LUCIE COUNTY FLORIDA 0 80 ( IN FEET ) 1 inch = 80 & 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. NGVD=NAVD88+1.475' 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. CALL 811 OR TOLL FREE 1-(800) 432-4770 New Horizons OF THE TREASURE COAST, INC LEGEND EXISTING UTILITY POLE 0 00 6 EXISTING DRAINAGE INLET EXISTING DRAINAGE CULVERT EXISTING FIRE HYDRANT wv X EXISTING WATER VALVE EXISTING PAVEMENT El EXISTING CONCRETE 17-273 H ISON, P.E. F 2270 .- -'o STATE OF OI\\\\ 10250 SW VIL GE PARKWAY, SUITE 201 F 7 PORT ST. LUCIE, FL 34987 TT 77z-46-4sz-z4ss i z w U 0 rn x BUILDING D TO BE REMOVED UPON r 4 P I I I I COMPLETION OF NEW BUILDING "B" I :• J I I I ! 0 20 d�. I yen - I' L_i fi_�1__t4 i I r�'� EXISTING 1 STORY 1,650 S.F. I I 1 I I "7- I \ ( IN FEET ) PORTABLE BUILDING "C" TO REMAIN I 4 ° FEE = 18.29 ( I I L s_ -. a a ® .. I I ' 1 inch = 20 fL € Z'— I I I I s EXISTING WALKWAY I EXISTING 1 STORY -1 �+ + I I a '"-- CBS BUILDING 7" TO BE REMOVED I o o I DETOX CENTER ! I 7,059.36 S.F. I , SURVEY NOTES: jj 40 LF OF DAMAGED I ,05FEE . 20..F ae i I I SIDEWALK TO BE - ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE (lI (I I II II I I REPLACED I L� L� ' NORTH AMERICAN VER TICAL DATUM OF 1988(N.A.V.D.88) _ d AND ARE GIVEN IN U.S. SURVEY FEET. rJ NGVD=NAVD88+1.475' �A 4 I ' L - p '4 �". CONTRACTOR NOTES: I ! I ( I I 42 �'�' ,° " 4 2 • �. (_ `C 1. CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES �q 2. CONTRACTOR SHALL VERIFY ALL PIPE ELEVATIONS AND INVERTS. PROPERTY LINE -' ""' - .i° �'? - - - I /'� 3 CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY "P "� EXISTIG EXISTING 1 STORY 4� CONCRETE TES �7"'` -I CBS BUILDING "E" _�- _ BASKETBALL). CRISIS STABILIZATION CENTER till ( _ r- I ^- \ .� , " � �� T • '.. +r I 36,07 F.F.E..72 420.44' UARE FEET d . , d �; - _ - - �- - -� q `j EX#3TING WALKWAY SAW -CUT EXISTING ASPHALT AND - I 4 1. I I I TO BE REMOVED EXCAVATE FOR DRAINAGE & WATER MAIN t it--= :� __�—�--�—Jr_JFF ��, , —�--° '9 EXISTING CONCRETE „I �t+ii! y +' s1 I I ,J�-'� - DUMSPTER PAD TO REMAIN ss + `F'`fl.., I I •I ii - I I �`2 \� EXISTING WALKWAY "_ , ✓ ,:' EXISTING °�' w� I- `� "�` T -J 40 4 n+4¢i TO BE REMOVED UNDERGROUND I °�• ,® 4 I `—`9 L,.d .,,, p t EXISTING LIGHT POLES J Yd I r III --..� ELECTRIC .� I •� IJ I I - I I—r I� RELOCATED •• I o I n.,, .I �Win "� I..I a� 14, •-� ,..,r: — �"'^�. _. _ I I 1� ark L '1'� ✓ _- iy'^ I EXISTING FPL IL EXISTING FPL --WF [�,_- ss TRANSFORMER PAD a. A { . _ I- - - -VEXISTING - -- -- '— I TRANSFORMER TO REMAIN ' .,. '.: �•"' � - .,.I ,> � , 4 .. ,,� _ -- _ _ _ EXISTING 167 LF I I f ' .. 'I i. OF BE CMP 1 TO BE DEMOLISHED I I I a I I , Jc'I '- , w �'�" = to _ _ 6" - � - - � -. - I ; . 4 ' : 4 �. �. � d� i .FIRE SERVICE �\ EXISTING 1 STORY I I I -"- +l^' as _ i� .�.d-..�°i� - J _ ._ I d .I - i. MODULAR BUILDING "B^ i TO BE DEMOLISHED I I L. ��14' EXISTING CONCRETE I �� FF394 S.F. INLETTOBE DEMOLISHED iN EXISTING I — �,^ \, EXISTING 181 LF OF _ I `- SLAB TO BE CONCRETE / / +" a2 EXISTING 191 LF \• -+,, I + - 28"x20" CMP TO BE / 66 EXISTING SAN. MH a OF 4" WATER LINE \ \ I DEMOLISHED I I DEMOLISHED TO BE DEMOLISHED \, a,( I - — I NE = a•47- sEXISTING LIGHT POLES � � I W .1=113.34 / fit,, I •,\�- TO BE RELOCATED T _ V. = 13.32 EXISTING 8" EL. IINV. �� '---T--------�--� t / - -(^rT0--""`-_1:e--; +P"NV I I FIRE SERVICE t O p I EXISTING 1132 LF OF - 70 o w y o a0 za ss I 8" GRAVITY SEWER �� I- _ e: `7, I �J� TO BE DEMOLISHED I I a I .- _, .: 'L/L I 0m — — — — — — — — —— w O¢ EXISTING SAN MH f I I _- _ O 3 TO BE DEMOLISHED EXISTING FIRE HYDRANT N W I] I I TO 6E RELOCATED )' I m I a RIM EL. = 18.68 I / O JJ� - I -�s --- _ - --L---- I-_ _` - --- -- -� 1 �--- I I(— I • °- J L:— — Zoe E.INV.- 12.53 ---- ' / O Lu O w o S. INV. = 11.83 I I - - - Jw,' y 1294 SF OF WOODEN SIDEWALK ' • •' - - U a TO BE DEMOLISHED 1 .:-`- n -� -•a.,� F, EXISTING 1103 LF I I . •. i` 1 `f ' 'tip, �,Ir /., \ A I I co OF 8" GRAVITY SEWER „ , . .q \ n ' I / / \ \ 6 TO BE DEMOLISHED- - ------------ B+TI- _i LIL _.�- - --- - -- -{t+ I``ti------------- /.. - - -- -- -- - -- \ - -- H-- -� rt-- _ -- - T LJ EXISTING a I I I EXISTING 195 LF OF 8" FIRE LINE TO BE DEMOLISHED , .. STAND PIPE .,\`,,\, / 7 T_ T= Op I I I y+ BENCHMARK,. y.. \ I I 00 '� SET NAIL & DI'C (LB 6018)- U7 O I UNDERGROUND GAS L- EL - 18.5 ' (NAVD 88) \I • Gr. I CONTRACTOR TO VERIFY I EXISTING : 'i+" ", " "`" A-C • • 'VO I a AND RELOCATE �--STAND PIPEk s�EXISTING UNDERGROUND2 "ELECTRIC �`. EXISTING SAW -CUT ASPHALT AND';'.FIRELINE VALVE EXCAVATE FOR SANITARY}ivt, tyl4it „, „-GRAVITY MAINi . EXISTING1100 LF ELINE IOF 4" FIRE LINE -I 1 TO BE DEMOLISHED !I I II EXISTING ASPHALT I. - TO BE DEMOLISHED I �+ 16 !M1I, }2h n s M445, ,E I 2 I I I , I I I I I I( I I 11u I E EXISTING - - - - - , UNDERGROUND FIBER OPTIC ' fig? Ad ,I �i . r. , r. , ii ;i jl ' , i 7 `i ,,�Ei+i i'.i a„i, ""lip, .4 �i" '�9 t' d� a I III I I ( T 1— , e ' I, 'A'+i*i a.,::w ,'.a:a •t•:. t�f r .. , ,,, 's" ei '"d. % �. y .. ,. '! ."13. yy e, i . .. .Ft ., s. ... _. , i i`„ i i F;9! r + PORT ST. LUCIE OFFICE 10250 SW VILLAGE PARKWAY, SUITE 201 PORT ST. LUCIE, FL 34967 T' 772-462-2455 F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 DATE EXISTING 1 STORY 1,944 S.F PORTABLE I I I +r, 'ez / SNO DESIGNED BY SNO DRAWN BY 17-273 engineering rl.dwg FILENAME DEMO LAYOUT ASSHOWN SCALE 08FEB18 DATE NEW HORIZONS OF THE TREASURE COAST STORAGE FACILITY AND PHARMACY EXPANSION EXISTING CONDITIONS & DEMOLITION PLAN SAINT LUCIE COUNTY FLORIDA DISCREPENCIES 4. ANY FOUND CONNECTION TO UTILITIES MUST BE RECONNECTED. 5 ALL PIPES EXCAVATED WITHIN THE BUILDING PAD MUST BE COMPACTED AT NO GREATER THAN 1' LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAZIMUM DRY DENSITY (ASTM D-1557) 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. CALL 811 OR TOLL FREE 1-(800) 432-4770 New l-Ior,z®hs OF THE TREASURE COAST, INC tice, " ,J/R HA`IgR ON, P.fi.- #82270 ; LU - 10250 SW VICCAGE PARM PORT ST. LUCIE, FL 34987 "* 772462-2455 SUITE 201 LEGEND �1235 EXISTING SPOT ELEVATION ♦- EXISTING UTILITY POLE - EXISTING LIGHT POLE O EXISTING SANITARY MANHOLE #1€ - EXISTING TREES EXISTING DRAINAGE INLET EXISTING DRAINAGE CULVERT EXISTING FIRE HYDRANT wv X EXISTING WATER VALVE 01+ 19,r EXISTING PAVEMENT EXISTING CONCRETE - AREA TO BE DEMOLISHED 17-273 i a 0 N N OD 00 C) (N W r 3 m O c W M N D 5 ^,� n II I — — — — a i EXISTING 1 STORY 1,650 S.F. ,�,—�•� PORTABLE BUILDING "C" TO REMAIN a ( o L IN FEET ) I FFE = 18.28 � I 4 " I I I \ 1 inch = ET ft. . . n I' d d I �yk pry. A J d F 'Oil '—+ ' I I EXISTING 1 STORY I Aa j CBS BUILDING INSTALL PARKING STALL INSTALL 40 LF OF I t i E i DETOX CENTER ( SURVEY NOTES: j ( STRIPING PER DETAIL (TYP.) NEW SIDEWALK } 7,059.36 S.F. FFE = 20.44' I•.4( '. .� PER DETAIL ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE I I ayi L — — — — — — — — — NORTH AMERIC IN VERTICAL DATUM OF 1988(N.A.V.D.88) III'- 1 rr 4 AND ARE GIVEN IN U.S. SURVEY FEET. NGVD=NAV I I I I a{. 1— T . — -- — " — I f I �^ a CONTRACTOR NOTES: J UNDER CONSTRUCT 4%' a I \ 2. CONTRACTOR SHALL VERIFY ALL P PE ELEVATIONSI17, 1. CONTRACTOR SHALL VERIFY ALL ANDUINDVERTS. UTILITIES. I I L — 4^1 DMH #1 I ,`,' .n I E I j° \ 3. CONTRACTOR SHALL NOTIFY THE ENGINEER OF. RECORD OF ANY RIM EL. 19.61 ,� r — a n — —I EXISTING EXISTING 1 STORY — — — DISCREPENCIES n;. INV. EL. = 11.95 I I CONCRETE SLAB q CBS BUILDING _/ / 4. ANY FOUND CONNECTION TO UTILITIES MUST BE RECONNECTED. .,_..,, °' '° ^M1 + ,,.•^' -' (BASKETBALL) CRISIS STABILIZATION CENTER 5. ALL PIPES EXCAVATED WITHIN THE BUILDING PAD MUST BE J L:. r \ ( REPLACE ASPHALT \•\ / ;. — ;1 i 4_ — . q ) , ' I 36,077.72 SQUARE FEET F4 4 '1" \ COMPACTED AT NO GREATER THAN 1' LIFTS TO AT LEAST 95% OF { PER DETAIL .. _ ' _ ...•- ' ' , F.F.E = 20.44' L — .�^ - — ---I- — a-� MODIFIED PROCTOR MAZIMUM DRY DENSITY (ASTM D-1557) 3;a I I EXISTING FPL TRANSFORMER PAD ti 1 I , CONSTRUCT NSTRUiCT-� •^°+° °-i _— : —----CONS,�� TRUCT CONSTRUCT a DMHE#2 8" MJ 90° CONCRETE LANDING ---CONS FRUCT�RIM L. = 19.01 p' III L,f• h e• •-4 MJ 45 INV. EL. = 11.95 A -3J A . CONTRACTOR TO INSTALL �nJII1 I� "TEE LOADING ZONES 8"X4` -, CONSTRUCT UCT 4" GATE VALVE 58 LF 4" C900 �J PVC WATER MAINCONNECT TO EXISTING roaM1 I I' Iq . n • ` ° — J CONSTRUCT ( CONSTRUCT I�, `�` — .� '1�' •.. a _ J CONSTRUCT 107 LF 8,,8" MJ 45° 4' X 2' TEE — — — se DR-14 FIRE LINE CONSTRUCT ° 2' GV 13 LF 2" C900 PVC JLF 'I CONSTRUCT CONSTRUCT POTABLE WATER,1 82LF24"RCP I I I T 67 LF 4" C900 CONSTRUCT1 ,,20 I I @ 0% SLOPE PVC WATER MAIN CONCRETE LANDING isl - — —_'�� q?� INV. EL. = 11.95 a. R9 PROPOSED / CONSTRUCT �, PHARMACY ADDITION FG CONSTRUCT4 MJ90RAMP 12:1 SLOPE CONNCCT TO EXISTING II 1,EXI S.F. CONSTRUCT 10� — — — � I I I ( MATCH EXISTING FFE � I " CONSTRUCT 4" RESTRAINED 8" DR-14 FIRE LINE / MJ COUPLING 20.46 INSTALL CURB RAMP WITH CAST IN PLACE 18 52 - Q _ ADA DETECTABLE WARNING REPAIR ASPHALT Cl i py 77- I EXISTING B" as o LY/L// OVER EXISTING POT -HOLE FIRE SERVICE ' PER FOOT STANDARD PLANS 522-002 I LA — _ _ _ _ _ _ _ _ I — ' (SEE DETAIL SHEET 5) 7. F- <a 16 45 I I 5> CONTRACTOR TO CORE CONSTRCUT 5' / I CONTRACTOR TO CORE I I EXISTING SMH n a I I SIDEWALK / I I J EXISTING CB 19 02 11I ch 1!�SW, INV. = 13.32 �j . sl ' 5' / (� � INV. = 11.95 S J l._ RIM EL. = 18.12 ` J `' /` a E ., .' / — i ' "�^ a CONSTRUCT \\ uj,./ I I 8" 90° BEND ` + CONNECT TO EXISTING t o- -N-, - - - - - / y .- - - - - - - LJ I CONSTRUCT 8" RESTRAINED O) I MJ COUPLING n f O 0 I I � O I I V) I I I I 201 I I fu ya ^ I > ' I J I I.I. I I I ( gal I I ILLI ` e �V I I ,•tip I I I I Y CONTRACTOR TO INSTALL ' I. SMH #1 RIM EL. = 19.50 S. INV. = 11.34 I I E. INV. = 12.50 B BENCHMARK PROPOSED1STORY SET NAIL & DISC (LB 6018)— STORAGE/RECORDS BUILDING 1 CONTRACTOR OR TO INSTALL i r L. = 18.58' (NAVD 88) ! { MAXIMUM BUILDING HEIGHT=25'-6" I 8"X6"TAPPING SADDLE '''q 10,725SF FFE = 20.50 6" TAPPING VALVE — — — — — — e; RELOCATE FIRE HYDRANT-- < :5'REPLACE ASPHALT. ,s : .,,,. , .. , :•, 6,s ;�„ a CONSTRUCT 195 LF "D" ". '�,, PER DETAIL { o e V EXISTING LIGHT POLE TYP � CURB AND 5' SIDE WALK (- _ — F — \ . ) n t I PER DETAIL•, _ CONSTRUCT 111 LF 8" SDR 26 PVC - K,I / @ 0.4% SLOPE G I CONTRACTOR TO INSTALL: ,g .Q L 8"X4" TAPPING SADDLE I 4" TAPPING VALVE I } I {�` la?, I I ; €}. I --4 I— — CONSTRUCT _... — 4" MJ 90° a ° - I I, ( T -( ..T. � -T I— —. II II i..i I {i �i?' z'.IF LEGEND EXISTING SPOT ELEVATION ♦- EXISTING UTILITY POLE EXISTING LIGHT POLE O EXISTING SANITARY MANHOLE EXISTING TREES 00000o 000000 EXISTING DRAINAGE INLET EXISTING DRAINAGE CULVERT EXISTING FIRE HYDRANT wv EXISTING WATER VALVE IT EXISTING PAVEMENT EXISTING CONCRETE PROPOSED PAVEMENT PROPOSED CONCRETE I . m SNO DESIGNED BY•. ■-■ ■■ �:� \ �- NEW HORIZONS OF THE TREASURE COAST LON DRAWN BY STORAGESNO FACILITY AND PHARMACY EXPANSION CONST� Drkl�o LAYOUT NSTRUCTION PLAN • •: SCALE ■:■ ■ REVISED PER ADDENDUM 1, REMOVE FDC REVISION COMMENTS DATE A SAINT LUCIE COUNTY FLORIDA - -- ,..PORT ST. LUCIE OFFICE 10250 SW VILLAGE PARKWAY, SUITE 201 - ENGINEERS 0 SURVEYORS •r • F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L2. CERI IFICATE OF AUTHORIZATION 8098 w C N O 2 N z C0 r-- N N U N O d r �I of c c c c w U 0 LU F.B.V. DENSITY THICKNESS Max. Spacing Max. Spacing Max. Spacing Sq. Ft. Sq. Ft. Sq. Ft. Compacted or Stabilized Subgrade 5,000 5,000 5,000 Limerock Base -__ 5,000 5,000 Asphalt _ Per Insp. 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. PARKING LOT TEST REQUIREMENTS 8" 1" Pav't R=. 00 '/ ` 6" Base 8" Subgrade 5' Provide 1/2" expansion joints between surfaces Provide 1/8" to 1/4" contraction joints at 10' centers (max). 1% A ° � Compact Subgrade to 98% Type D" of the Maximum Density as Curb Determined by AASHTO T-99. Ii NOTES: 1. Use 3,000 P.S.I. concrete at 28 days for construction. 2. Subgrade to extend an additional 6" beyond Type "D" Curb. 4„ TYPE I'D" CURB & SIDEWALK COMBINATION s 2„ Dome Pattern SMII Travel In -Line I�� "J � With Direction Of Travel Edge Of Detectable Warning I N� b b'o090 Truncated Dome 02 (See Detail)_-0 O O I Integral Dome N_— --0 O O O TRUNCATED DOME O O O O PLAN VIEW All Sidewalk Curb Ramps Shall Hove Detectable Warning Surfaces That Extend The Full Width Of The Romp And In The Direction Of Travel 24 Inches (6I0 min) From The Back Of Curb. NOTES: REFER TO FDOT STANDARD PLANS 522-002 FOR FURTHER DETAILS. DETECTABLE WARNING NOT TO SCALE 1.5" FDOT TYPE SP-9.5 95% Laboratory Marshall Density 2% MAX 8" LIMEROCK OR COQUINA BASE 98% Modified Proctor test max. dry density, LBR min of at least 100 12" min. STABILIZED SUB -BASE COURSE 98% Modified Proctor test max. dry density Stabilized to an LBR of at least 40 TYPICAL ON -SITE PAVEMENT SECTION NOT TO SCALE PLAN VIEW MECHANICAL SAW CUT EXISTING PAVEMENT IN A NEAT STRAIGHT LINE ON BOTH SIDES OF THE TRENCH Excavated #10 Gage Locator Wire shall be Trench Width Placed on Top of Pipe and Finished Grade Looped at Each Bell for all Water and Force Mains. Final Backfill See Note #4 PAINTED STRIPE (TYP.) PIPE DIAMETER + 96" Z' FEATHERASPHALT SAW CUT 12" e TO MATCH EXISTING (TYP.) FEATHER ASHPALT TO MATCH 6" Min, 6" Min. ;' (Flat Tamp) EXISTING (TYP.) e SAW CUT - - EXISTING BASE (T) (T) E m IDIfl81 Backfill REPLACEMENT _ --�i Q�Qe Pipe Zone ASE (2T) NEW ASPHALT CONCRETE E Cu g,`Oe �,o'. Side Tamp) ( 2T (12" MIN.) " ROADWAY PAVEMENT MATCH EXIST. ILLH2UOChm90��� iv SUBGRADE I 18" 18" TYPE AND DEPTH (V MIN.) Bedding "`F CAR STOP BACKFILL i �� t g d. O (TYP > t U DENSITY REQUIREMENTS: Foundation (Required when Unsuitable Material 4 )ell ;X �Undisturbed .) 98% UNDER ROADWAY . is Encountered) p y lj� 3 ;�. ; Soil 12" I„I 12" 95% OUTSIDE TRAVELED ROADWAY 95% BENEATH SUBGRADE ,',1e G, f TRENCH METHOD AASHTO T-99 0�/'+'';;e°t,,+,•Aq'''`,e°°�"�,„,°,,,Ew^'v,° f�1„sl�,�z (`A') SECTION VIEW NOTES: NOTES: 1. REPLACEMENT BASE SHALL BE LIMEROCK OR COQUINA (LBR=100), 6" 1. For trenches requiring sheeting, shoring, stay bracing, trench jacks or LAYERS COMPACTED THICKNESS. trench box, dimensions shall be taken from the inside face of the supports. 2. EXIST. ASPHALT CONCRETE PAVEMENT AND BASE MATERIAL SHALL BE MECHANICALLY SAWCUT. 2. If the maximum trench width must be exceeded, the area outside of the max. 3. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. embedment shall be compacted to final backfill requirements. if the pipe is 4. TEN DAYS PRIOR AND IMMEDIATELY BEFORE STARTING CONSTRUCTION, installed in a compacted embankment, the embankment shall be in place and ADJACENT OCCUPIED LOTS AND AFFECTED RESIDENTS WILL BE NOTIFIED. compacted to 12" min. cover before installation of utility. 18' PARKING STALL DETAIL 5. DURING CONSTRUCTION ACROSS EXIST. ROADWAYS SERVING LIMITED ACCESS AREAS, (DEAD END STREETS AND BUSINESS ESTABLISHMENTS) 3. If bedding is required to bring trench bottom up to grade and provide uniform NOT TO SCALE ONE LANE SHALL REMAIN OPEN. and adequate longitudinal support under the pipe, then a minimum compacted 6. OPEN CUTS THROUGH PAVEMENT AREAS MUST BE BACKFILLED DAILY. depth of 4 to 6 inches of select embedment material is required. NOTES: 4. The contractor shall comply with requirements of the Florida Trench Safety Act. INDEX ,EX 5. 2 SIGN RI PER PER 1- 2. STRIPING PER FDOT INDEX 17346. PAVEMENT RESTORATION DETAIL STANDARD PIPE TRENCH CROSS SECTION a' 12" 1 1/2" Curb Stop Box/ a Nipple (Meuller H-10302/ 89980 or Approved Equal) WATER 2'x 2'x 0.5'Thick 7�w Conc. Pad With 1-No. 4 Reber At Each Valve Box Concrete Valve Collar 3 DIAeRONMDec ANCH. INCONC.PA➢ 24"x24"x6" Thick Concrete Collar #4 Rebar Finish Grade 118" Deep Letters to be Cast With 3" Dia. Bronze Disc 2" Size of Valve Type of Valve aM' wAnrve Service '0 Direction & Number of -rums to Open "WATER" to be Cast in Cover When Used on Water Main °'-- or "SEWER" When Used on Force Main and Shall Have Bolt Down Cover in Traffic Area Mount Bronze Disc With Valve Nomenclature Match Exist Surface 1 1/2" CurbRoad Material Stop Box/ Nipple Cast Iron Valve Box > Locator Wire IV � Gate Valve P.V.C. or D.I.P. Per Approved Plans Square Concrete Pad, Bags of Rip -Rap or 3/4 Rock. NOTES: (8" Thick, 1 Cu. Ft.) Typ. 1. When top of operating nut is deeper than 42", a high strength steel extension will be required to bring operating nut 12" below finished grade. A steel centering plate, welded to the extension, is also required. 2. Cover shall be painted Federal Safety blue for water mains and green for sewer mains. Bolt down cover in traffic area. 3. C900 P.V.C. or D.I.P. riser pipe shall be added to extend the valve box. 4. Reflective Pavement Markers (RPM) shall be 6" from the edge of pavement as per D.O.T. installation specifications. Water RPM'S "BLUE" and sewer RPM'S "GREEN." VALVE. VALVE BOX AND COLLAR PORT ST. LUCIE OFFICE \ N ---- /.✓ ®F 10250 SW VILLAGE PARKWAY, SUITE 201 DESIGNED BY r PORTST.LUCIE,FL34987 SNQ NEW HORIZONS OF THE TREASURE COAST 17-273 M 772-462-2455 DRAWN BY PiAi t SON, P.E1 "-273engineering r,dw9 STORAGE FACILITY AND PHARMACY EXPANSION #aZ'o®.�22/ * =_ FILENAME E—k ENGINEERS QSURVEYORS �AsaD N PAVING, GRADING, DRAINAGE & UTILITY DETAIL �-B w .edc-inc.comto �� SCALE 10250 `�c'�.T�'','q^� ° R , SUITE 201 5 ®F 7 F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 08FEB18 PORT ST'.r{� $`i L.B. CERTIFICATE OF AUTHORIZATION 8098 DATE REVISION COMMENTS DnrE SAINT LUCIE COUNTY FLORIDAy72-as2-2a 5t INSTALL SILT FENCE (SEE DETAIL) I 1 9 A \ e 5 R INSTALL FILTER FABRIC x (SEE DETAIL) \ * P - w ( _ 585.00' .. 111 08' `�9.69" E.= . , _._._____-___.-..,_.-___....____---:.:__________ __ _.--_»_______ -- __.----- _-i-.11�III'IL--II J-ItI�i- __-:._ _ImI III _„."-.4e_II _II- III _�_._d_--.__7------------ _"_-__.-_._________m-- . r - - - - - - - - - - - - - - - - - - - - - 1III ;«vI_� t iI_I1 II IIII- �__��"J"• 'J-�iII IIJ I��yIIILma II� I _IIIIdr am�I- .+.L.III`�II°_ -� ._- s_ �1s,I I.la-II I -.Il_Ii1 �'II� x_I,:I[` �Z�I`a{I •�•-gA,:LI- a�•a,sfs' '„fII'®I-• ;d -- -o --eIIIIIv °'� • .�.,{ -I1IIII � - -.-Nah fiH-t-- -Is -i- Ie--N".�"�IS T A°L- -_-L A SILT .F N.%.C,„IE LU 0011 i I. (j (SEE DETAIL) {_ _____________ } f T I I T r I 1 .11 � Ut Z ILI sg I ¢ INSTALL FILTER FABRIC 0 o INSTALL Fit TER FABRIC (SEE DETAIL) (SEDETALI) e INSTALL FILTER FABRIC 5 - II (SEE DETAIL) r' I I I I I �I Z �` I --1 r-------- \ \�/;/1I.�I\/\;,�ai/1f,/✓\aql II1 / \ - FsN NkT��I-:]. <1 Fr___ ° -___m_1+-----_----- a LIJ L ao Fill 00 J-l_ INSTALL FILTER FABRIC � I / l•\\ \/. -/� •/• / (SEE DETAIL) L Jr' re", But _ -f But r IL �r L� if IL Lr-1 r--I "S - _J W L------I",T_7-_I_-r_T�T-I T-T� 1_ U J \ WINSTALL PERMIT BOXz > N L v r_LI_Jb=I-iI LLI -�_I -JJI IL 1 ZU1 T-7-17r-rT.L Z r IIF Of \% UU f 1eIr��IIfIlI� i I I' 1 �R I, I.,iI1lII I I .I . •/ i«{ m r ¢ - : A . N \�� �� _ J� X�% it---------- o \ ---- _--- z U - t nH�-- --- ------- ---- �,urr OHE-=====-OHq_ - - - -flHtl---or7E-A4 ¢ -- - -- ---- ----_ -\ \\ __ _ -- u......ru.-..:._any ...c ,. -�.. ..,rya -__--. _•-r�:n ...uaua:.v--_�-_- _ _._. _ _ ,.._ .,e,..-... -- -- - ' ,run :.. -- Nk7t - _ _ ._. . _. _ II 11 aa .s,,.0 ,la. a_!.. .. PORT ST. LUCIE OFFICE 10250 SW VILLAGE PARKWAY, SUITE 201 3 r4 PORT ST. LUCIE, FL 34987 ra? 772-462-2455 ENGINEERS 0 SURVEYORS -Z www.edc-inc.com I PI F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B CERTIFICATE OF AUTHORIZATION 8098 DATE REVISION COMMENTS NOTE: EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. FILTER FABRIC, GEO SOCKS AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. SILT FENCE SHALL BE IN PLACE PRIOR TO DEMOLITION CONTRACTOR SHALL CONTACT BELLSOUTH, FPL, COMCAST, PSLUD AND SUNSHINE ONE CALL TO LOCATE ALL UTILITIES IN THE INTERIOR SIDE AND REAR EASEMENTS PROPERTY CORNERS. SHALL BE LOCATED BY A LICENSED LAND SURVEYOR AND CLEARLY MARKED IN THE FIELD PRIOR TO THE ENGINEERING DEPARTMENT'S PRE -CONSTRUCTION MEETING FOR SITE - DEVELOPMENT. DATUM NOTE: 1) ALL ELEVATIONS SHOWN ON THESE PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD). A TYPICAL ACCEPTED CONVERSION TO NGVD FROM NAVD IS ==> NAVD = NGVD-1.475, GENERAL NOTES EROSION CONTROL 1.a Nature of Construction Activities Removal of (2) existing buildings, addition of (1) 10,725 S.F. building and a building expansion of 1,400 S.F. The drainage system will continue to discharge via a control structure Into an existing catch basin located in the Midway Road right-of-way. 1.b Sequence of Major Soil Disturbing activities: The following sequence of major activities shall be followed unless the contractor Dan propose an alternative that is equal or exceeds the erosion and sediment control practices described in this document, and is approved by the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. The contractor is responsible for providing a detailed sequence of construction for all construction activities. 1- Clearing and grubbing of site 2- Excavation general grading 3- Installation of underground utilities. 4-Finishing grading. 1.c Area Estimates Total site area: 19.43 Acres Total area to be disturbed. 12.36 Acres 1.d Estimate of drainage area size for each discharge point. Basin #1: 12.35 Acres i.e Latitude and longitude of each discharge point and identify the receiving water or MS4 for each discharge point: Basin #1 27"1528.82"N 80.22'15.2T'W Discharge into an existing catch basin located in the Brigatine Place right-of-way. 2.0 CONTROLS 2.a Erosion and Sediment Controls Slit fencing shall be Installed and maintained around the perimeter of the disturbed area of the project. Gravel shall be Installed at the entrance/exit of the site to prevent track out. Paved roads shall be swept and kept clear of transported soils. Permanent perimeter berms shall be installed as part of the South Florida Water Management District Drainage Permit. All disturbed areas shall be sodded to prevent erosion and control wind-borne soil transport. Contractor shall have water trucks on -site for dust control. Filter Fabric shall be used to protect all Inlets from Filtration. 2.a.1 Permanent and Temporary Stabilization Practices Contractor shall be responsible for having water truck on -site for temprorary stabilization during construction. All disturbed areas are to be sodded upon completion of grading. The contractor is responsible for documenting this portion of the SWPPP. 2.a.2 Structural Practices Site shall be initially graded to direct runoff to on -silo master surface water management system. Silt screens are to be installed and maintained around perimeter of site. No discharge from site permitted until certification of permitted surface water management system. Temporary: Construct slit fence in accordance with Florida Erosion Sediment Control Manual. A stabilized construction entrance and soil tracking prevention device shall be Installed in accordance with Florida Erosion Sediment Control Manual. A sediment basin is to be installed as part of the soil tracking prevention plan. All sediment controls shall be in place prior to any sell disturbing activity upstream of the controls. 2.15 Stormwater Management Upon certification of surface water management system, the dry detention will be permanent. Perimeter berms shall remain installed to prevent rung from passing off -site prior to entering treatment facilities. 2.c Other Controls 2.c.1 Waste Disposal Contractor shall be responsible for the proper disposal and storage of all debris, chemicals, litter, and sanitary waste per local, state and federal guidelines. No discharges are allowed into surface water management system. 2.c.2 Oreille vehicle tracking Gravel to be Installed at entrance/exit to minimize transport EXTEND of sell off Of site. FILTER FABRIC TO END B" MIN. FROM GRATE SIDES \ Paved roads are to be swept daily. i\III1 2.c.3 Application rates of all fertilizers, herbicides and pesticides used. Any fertilizers, herbicides, and pesticides to be used shall be applied per FORDOMINATE FLOW..._.- methods and rates recommended by the manufacturers label which must be �^ ��;;, affixed to or printed directly on the container. 2.c.4 Storage, application, generation and migration of all toxic substances. Contractor is required to properly maintain all vehicles in good working order to prevent leakage. No toxic substances to be storecd on site. 3.0 MAINTENANCE 3.a All structural and non-structural centrals to be visually inspected and repaired on a daily basis by the contractor. These controls are to remain in good and effective operating condition per the approved construction plans and per standard FDOT indexes, Florida Erosion Sediment Control Manual. 4.0 INSPECTION Contractor is responsible for visually Inspecting slit fences, perimeter berms, and entrance/exit controls on a daily basis. A more thorough inspection of all structural and non-structural controls shall occur at least once per week and within 24 hours of the end of a storm that is 0.50 Inches or greater. None 6.0 ENVIROMENTALASSESMENT ° . rr BT --: r DRAWN •I HORIZONS OF : TREASURE ,.A•. COAST f� r� ■ ■ STORAGEFILEN EXPANSION •'• • = = • LAYOUT ASSHOWN STORMWATER POLUTION SCALE 0.0 so PREVENTION r PLAN Lip OBFEB18-. ®®FLORIDA 0 30 ( IN FEET ) 1 inch = 30 ft. LEGEND �A135 _EXISTING SPOT ELEVATION -♦ EXISTING UTILITY POLE - EXISTING LIGHT POLE O EXISTING SANITARY MANHOLE ® EXISTING DRAINAGE INLET EXISTING DRAINAGE CULVERT EXISTING FIRE HYDRANT wv M EXISTING WATER VALVE II 1 1'fir, EXISTING PAVEMENT vL DEXISTING CONCRETE Tree Protection Barracade 48" Safety Fence, 72" T-Posts LEGEND SAF12 48" ORANGE FENCE, 12 FEET O.C. SAF11 48" ORANGE FENCE, 11 FEET O.C.. SAF10 48" ORANGE FENCE, 10 FEET O.C. SAF9 48" ORANGE FENCE, 9 FEET O.C. SAF8 48" ORANGE FENCE, 8 FEET O.C.: SAF7 48" ORANGE FENCE, 7 FEET O.C. SAFE 48" ORANGE FENCE, 6 FEET O.C. 1. ALL SENSITIVE AREAS SHALL BE PROTECTEDAS PER PUw. 2. ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLW. 3. WHEN PRACTICABLE, INSTALL HIGH VISIBILITY 3 FEET OUTSIDE OF THE DRIP LINE OF THE TREE. 6. SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS. 5. THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION; ANY CHANGE OF THE PROTECTIVE FENCING MUST BE APPROVED. Heave Duty Relnferdng Double Slitched Hem Drew Cord az >pylene Filter Future Oek Stakae Recommended Tee -In NOTES: 1. Silt Fence shall be installed per manufactures specifications prior to the start of construction and shall not be removed until construction is complete. 2. The Contractor shall inspect and repair the silt fence after each min event and remove sediment when necessary. 3. Removed sediment shall be deposited in an area that will not contribute sediment offsite and can be permanently stabilized, 4. The silt fence shall be placed on slope contour to maximize its ponding efficiency. SILT FENCE DETAIL FILTER FABRIC TO EXTEND 9" METAL INLET GRATE MIN. FROM GRATE SII i FILTER FABRIC TO CONTINUE UNDER ENTIRE GRATE. n PICTORIAL VIEW GENERAL NOTES 1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION. 2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET. FILTER FABRIC DETAIL New Horizons IqF THE TREASURE COAST, INC BISON; g.€-. OF /,Lld �..... 10250 SW VILLAGE PARKWAY, SUITE 201 PORT ST. LUCIE, FL 34987 P_S 772-462-245 48 HOURS BEa ORE DIGGING c 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNOERGROUNDUTILMES NOTIFICATION CENTER GENERAL NOTES TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE • WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT T THE ENGINEER BEFORE OU O ATTENTION OF THE 19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING WITH THE GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A DEPARTMENT SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO COMMENCING WORK. FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR MADE ANY WORK. THE VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF DEWATERING GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS OBTAIN A MINIMUM OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. BACKFILL SHALL BE IN APPROVAL OF THE ENGINEER: CONNECTION AND SHALL EXTEND A MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE 1988 WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A PROJECT'S SPECIFIC EROSION AND )� UNIFORM FREE DRAINING GRANULAR SOIL CLEAN SAND AND BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES ( ) EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE SEDIMENT CONTROL PLAN IS APPROVED. AS PART OF THE SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A MINIMU 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL OFFSITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE ENGINEER APPROVED IN WRITING BY THE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH JURISDICTIONAL AGENCY AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST. IF DAMAGE TO EXISTING THE OWNER, SHALL PERFORM ALL DEWATERING ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, BEYOND THOSE LAYER OF BACKFILL SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING OF CONSTRUCTION OPERATIONS. INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE THE PROJECT AND CANNOT BE IDENTIFIED AS A ONE OR MORE OF THE FOLLOWING METHODS: SOCK DRAINS, WELL POINT SYSTEM, SUMP PUMPS OR OTHER SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL A MINIMUM TOTAL APPLIED FORCE OF 180 TONS. 3. THE LOCATION AND SIZE F ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED CONDITION ON THE VIDEO RECORD, THE CONTRACTOR MAY BE REQUIRED TO MAKE METHOD(S) AS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF ON THE BEST AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PROPER REPAIRS. GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE : A GUI(FLORIDAPRE-CONSTRUCTION THE FLORIDA LAND DEVELOPMENT MANUAL: TO SOUND LAND AND WATER MANAGEMENT 4. FOOTING EXCAVATION: PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. IF THE DEPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY EROSION OR SEE SOILS LABORATORY RECOMMENDATIONS. CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER RESOURCES AT NO ADDITIONAL COST TO OWNER. COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY 20. THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES /BUSINESSES IN THE THE SIDES OR UTILITY FOUNDATION OF THE TRENCH, SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE OF - 5. GROUNDWATER:. z AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE PROJECT AREA. THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE WATER LEVEL BY TAKING THEIR SUCTION FROM 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN • HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE SAID SUMPS. DISCHARGE FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT IT WILL NOT SUBMITTING TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 DURING THE EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT W CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION GRADING AND DRAINAGE NOTES INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, CREATE A PUBLIC (AS -BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE BE ACHIEVED AS SPECIFIED, AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE 0 SHALL BE ALLOWED. _PAVING, NUISANCE OR FORM PONDING: ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. PROFESSIONAL REGISTERED IN THE STATE OF FLORIDA AND TWO SETS OF AS -BUILT DRAWINGS WHEN, SPECIFICATIONS REVISED ACCORDINGLY, 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS THE OPERATIONS SHALL NOT CAUSE INJURY TO AN T O Y PORTION OF THE WORK COMPLETED OR IN PROGRESS OR TO ) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B THE PROFESSIONAL USES AS -BUILT DRAWINGS TO A RE ) zi THE JOB SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT HALL BE PRESENT AT S CLASSIFIED BY AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND THE SURFACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REGULATORY SUPPORT THE AS -BUILT CERTIFICATION; OR C WHEN THE COMPLETED SYSTEM SUBSTANTIALLY DIFFERS FROM ) 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: THE PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE REPLACED WITH THE SPECIFIED FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN AGENCIES, PRIOR TO CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHOD(S) AND SCHEDULE, PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE SYSTEM IS READY •ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS GENERAL PRE -CONSTRUCTION MEETING; APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL o 100 h MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF ADDITIONALLY, WHERE PRIVATE PROPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE FOR INSPECTION AND APPROVAL. GUIDE TO AID THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING p RESUME SHOWING QUALIFICATIONS. LAYERS MAY BE INCREASED, PROVIDED THAT THE EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD PERMISSION FROM THE PROPERTY OWNER. THE U.S. STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY x I- DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED DENSITIES. 6, STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS USING VIBRATORY COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY CONFLICTS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR MORE DIFFICULT TO COMPACT. m SUBMITTAL OF A BID FOR THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN AND RESPONSIBILITIES WITH RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.O PCI PER GRAM. rn THIS PROJECT. OBSTRUCTIONS RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH T TO LOCATE STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID z - OF ONE (1) FOOT. ITEMS DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO CONFLICTS. WHERE ACTUAL CONFLICTS ARE UNAVOIDABLE., WORK SHALL BE COORDINATED WITH THE FACILITY 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS EXCAVATION FOR STRUCTURES AND PIPES 6. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO. THIS CONTRACT AS ENHANCED BY THE DESIGNATED ON THE DRAWINGS. OWNER AND PERFORMED SO AS TO CAUSE AS LITTLE INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED AND PERMIT CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE LEGISLATURE OF THE STATE OF FLORIDA TO BE IN EFFECT AS OF OCT08ER 1, 1990. BY THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIED PRIOR TO EXCAVATION IN THEIR SYSTEM MUST BE COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN w 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE VICINITY. CONTRACTOR TO POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND PROPOSED IMPROVEMENTS AT TO TRANSFERRING RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT ACCORDANCE WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T. STANDARD m z 7, AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK FREE FROM VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL LEAST 10 DAYS PRIOR TO CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS. SYSTEM TO A RESPONSIBLE ENTITY. SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION LATEST EDITION UNLESS OTHERWISE SHOWN ON ( ) O LINE COPIES AND ONE (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ?ASS THE NO. 200 SIEVE. THE PLANS. O ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL. THE AS -BUILT SURVEY SHALL BE PREPARED 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE SOD 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE 2. REMOVAL OF UNSUITABLE ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S ❑ IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF ENGINEER OF THE RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE. ENGINEER. TEST RESULTS MUST INCLUDE, BUT MAY NOT BE LIMITED TO, SUBGRADE AND BASE DENSITIES AT VARIETAL TYPE AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS WATER PUMP(S), WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS EXPENSE AND SHALL BE INCIDENTAL TO OTHER WORK. z FLORIDA AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND DENSITIES FOR UTILITY CROSSINGS, MANHOLES, INLETS, AND STRUCTURES. TEST SHALL INCLUDE ASPHALT GRADATION SHALL BE GRASSED AS SPECIFIED ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF TO BE OFF -SITE, THE CONTRACTOR. MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM 0 0 CHAPTER 472 OF THE FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO THE DESIGN REPORTS, CONCRETE CYLINDERS, ETC. DENSITY TESTS SHALL BE PERFORMED AT THREE 3 LOCATIONS () REPLACEMENT. SURVIVAL OF ALL RELOCATED TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON AROUND ANY STRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE THE BOTTOM OF THE STRUCTURE AND TRANSPLANTING. ARE NEEDED. UNLESS OTHERWISE SHOWN ON THE PLANS. 0 THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OF THE ROADWAYS, DRAINAGE THEN EVERY TWO FEET TO WITHIN TWO FEET THE FINISH GRADE; THESE DENSITY REQUIREMENTS ARE THE 2. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER s FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED MINIMUM. THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS WITH THE LOCAL AND IRRIGATING AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY, SAMPLING SHALL BE PERFORMED IN THE MIDDLE PIPE AND STRUCTURE BACKFILL RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE APPROVING AUTHORITY PRIOR TO CONSTRUCTION OR BIDDING OF THE PROJECT. OF ADJACENT CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF z POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET 1. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF R FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL AND 5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE UPSTREAM OF DISCHARGES AND / OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET THE PROJECT PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE 3 VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS (100 FEET SYSTEMS BY WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE 12-INCH BY 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST BE PERFORMED TO BACKFILL MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-2-4 IN ACCORDANCE WITH 5 MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, ELECTRIC, DRAINAGE SYSTEMS SHALL BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL SUFFICIENTLY THICK (MINIMUM THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS, THE SOD RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S APPROVAL AASHTO M-145 AND SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS, 0 TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL BE A MINIMUM 3,000 PSI. SOME LOCAL GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF SHALL HAVE BEEN GROWN ON MINERAL SOIL, SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. sy AND SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED THE STORM SEWER. CONTRACTOR SHOULD BE KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING PLANTING AND SHALL BE PROTECTED FROM DRYIN OUT BY SHADING AND WATERING FROM THE TIME IT IS DUG 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2.4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM w UPON MEASUREMENTS AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OF THE PROJECT. UNTIL PLANTING. 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. OR BY PERSONNEL UNDER HIS EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND a MAINTAINING THE AS -BUILT PLANS SHALL BE INCIDENTAL TO THE CONSTRUCTION COST. 4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FILL WILL BE RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE CLEAN-UP g 8. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. FREE -FLOWING AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL REQUIRED, UNLESS APPROVED BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES 0 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED CONFORM TO THE CITY OR COUNTY FERTILIZER ORDINANCES IN EFFECT ON THE DATE OF IT BEING PLACED AND PRIOR TO COMMENCEMENT OF CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / r PLAN SHOWING THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES 7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED THE CONSTRUCTION PERIOD, ASSURE THAT TURBID DISCHARGES FROM THE PROJECT TO PROTECTED REPAIR ALL DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING,. IRRIGATION SYSTEMS, ETC., AFFECTED BY p DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF WORK QUALIFIES FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4), F. A C. AND BEARING THE NAME, TRADEMARK, ANALYSIS, AND WARRANTY OF THE PRODUCT. AND WATERS A WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 AND REMOVE SAID CONTROLS AFTER CONSTRUCTION ACTIVITIES. w TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING PLAN. COMPLETION OF CONSTRUCTION. STORM SEWER NOTES 5. LIME SHALL BE DOLOMITIC LIMESTONE, AND SHALL BE IN ACCORDANCE WITH RULES AND REGULATIONS OF EARTHWORK AND RELATED OPERATIONS 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE 9. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS FLORIDA FERTILIZER LAW IN EFFECT ON THE DATE OF IT BEING PLACED. LIME SHALL BE APPLIED AT THE RATE IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION OPERATIONS. AND SPECIFICATIONS, OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT. OF ONE TON PER ACRE OR 45 POUNDS PER.1,000 SQ. FT. x 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND � PER FDEP REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL 6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 &STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN RELATED OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT a 10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL MUNICIPALITIES, WHICHEVER IS MORE STRINGENT. PERFORMED INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BETWEEN OWNER AND CONTRACTOR".. i UTILITY COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. 14 GAUGE, AND BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' WITH A 1 INCH WIDTH AT BACKGROUND OF THE PERSON THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY ❑ z THESE LOCATIONS HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING 2. ALL DISTURBED OUTFACE DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER THE CROWN. COST OF STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE q, UNLESS OTHERWISE SPECIFIED � ALL UTILITY LOCATIONS PRIOR. TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH AS -BUILT GRADE ELEVATIONS ARE APPROVED BY THE ENGINEER. 7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE TESTING LABORATORY OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE -CONSTRUCTION CO CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING O PUBLIC & PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. w rn SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC & PRIVATE UTILITY FACILITIES. THE AND HARMFUL CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. AUTHORITY. w x CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY REPRESENTATIVES DURING 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND 't'-fOODY 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY FACILITIES IS SWALES SHALL BE SODDED TO AVOID EROSION. 8. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL MUST BE CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE FOUNDATION PREPARATION 0 x PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC & PRIVATE INTERFERE WITH SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. OF WORK TO BE PERFORMED. a UTILITIES AND VERIFYING /OBTAINING THE LOCATION(S) OF THESE FACILITIES. 4. THERE IS TO BE NO OFFSITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE LIME AND FERTILIZER WILL BE APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE 1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES w USED ON -SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MANUFACTURER. ARE TO BE PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE a MA-'FRIALS. 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SUBGRADE FOR THE ARTICULATED CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS, PITS, OR DEPRESSIONS 3 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN 9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE THE START OF ANY EARTHWORK OR RELATED OPERATION. AND SHALL BE PROOF -ROLLED TO A MINIMUM OF 90% OF THE ASTM D-698 DENSITY. VOIDS, PITS OR � DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY: 51 THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO BUTTED TIGHT TO PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR DEPRESSIONS SHALL BE BROUGHT TO. GRADE BY BACKFILLING IN ACCORDANCE WITH THE APPLICABLE x 0 MINIMIZE ANY ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND TAMPED TO INSURE SOLID CONTACT OF ROOT MAT 10 SOIL SURFACE. THE SOD SHALL BE SECURELY q, UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FOOT PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS, SUCH AS ROOTS AND PROJECTING STONES GEODETIC INFORMATION CENTER WATER QUALITY ON OR OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPES 3:1 OR ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. LARGER THAN 1 INCH REMAINING ON THE SURFACE, SHALL BE REMOVED AND ALL OF THE SOFT OR LOW DENSITY 3 i ATTN: MARK MAINTENANCE CENTER CONSTRUCTION PERIOD, INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY STEEPER. COST OF STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM 0 ATTN: M/CG - 162 INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINUOUS STRIP OF SOD. OF 90% OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS (I.E. STUMPS, 6001 EXECUTIVE BOULEVARD 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE DEBRIS. ETC.) WILL BE AS SHOWN ON THE DRAWINGS. w ROCKVILLE, MD 20852 RECEIVING WATERS. SOIL EROSION PLAN MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. 0 TELEPHONE: (301) 443-8319 - 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS ❑ 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE COMPACTION SHALL BE DONE IN ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS. z ST. LUCIE COUNTY SURVEYOR SYSTEM, THE CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF SYSTEM. THE CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. w ATTN. ROD REED COMPLETION AND CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER, THESE STATEMENTS MUST THE COST OF POLLUTION AND EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED ENGINEERING DIVISION SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE - SELF-PROPELLED STEEL DRUM. VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING CONCRETE BLOCK MATTRESSES, THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE 2300 VIRGINIA AVENUE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. EQUIPMENT THAT WILL SATISFY THE REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE AND APPROVAL OBTAINED BEFORE ANY FABRIC OR MATTRESSES ARE PLACED THEREON. a O FORT PIERCE, FL 34982 CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT A MINIMUM EXISTING ELEVATIONS, LOCATIONS IN GENERAL, THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE EXISTING STRUCTURE(S). LL C) AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF AND WILL NOT ERODE INTO THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES. 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. w 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT"APPROVED FOR DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE ALL EXISTING SWALES SHALL REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED TOLL FREE 1-(800) 432-4770 rn CONSTRUCTION" SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS ONLY AS NECESSARY TO CONSTRUCT THE PROJECT, THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE SUCCESSFULLY. F CONSTRUCTION. NOTED. SEE ALSO AS -BUILT REQUIREMENTS. VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE, THESE TRENCHES SHALL BE BACKFILLED AND PAVEMENT MARKING AND SIGNAGE w COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, 3, DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. > 13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER FLORIDA EROSION AND SEDIMENT CONTROL 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED z PRIOR TO ORDERING. HUNDRED (100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE MANUAL. THE DRAINAGE WHICH OUTFACES TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY TO COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING O CERTIFICATION TO THE WATER MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE PLATE COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PAINTED TRAFFIC STRIPES AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO ❑ 14. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO BE NOTED ON OR WITHIN THE CERTIFICATION REPORT. ROADSIDE SWALES OR RETENTION SWALES SHALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER PROCEDURE MUST 8E REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. THE REQUIREMENTS OF SECTION 710. FDOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL z w REVIEW SHOP DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF lOCAL GOVERNMENT OR FLORIDA EROSION AND SEDIMENT CONTROL MANUAL TO AVOID FILLING THESE AREAS. UPON COMPLETION OF IN GENERAL, SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES. LOCATIONS SHOWN ON THE PLANS. IN THE EVENT THAT BRICK PAVERS ARE UTILIZED IN AN AREA PLANNED FOR MUNICIPALITIES REQUIRE AN INTERNAL REVIEW AND APPROVAL PROCESS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. CONTRACTOR IS REQUIRED TO COMPLY SOIL RECOMMENDATION AND REQUIREMENTS STRIPING, COLORED BRICKS SHALL. BE USED IN LIEU OF PAINT. w WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE DISCHARGES WILL BE ALLOWED WHICH Li WATER QUALITY MANAGEMENT SYSTEM. EXCEED THE STATE TURBIDITY CRITERIA. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING 15. CONCRETE SHALL BE CLASS 13,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. 1. STRIPPING AND GRUBBING: ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS, MATERIALS AND CONSTRUCTION N REINFORCING SHALL BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. 9. INLETS (PER FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS425 / 430): INCLUDES THE LIST OF WATER QUALITY NOTES DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN'/S INCH, OR SMALL ROOTS IN A METHODS SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TO 8E HIGH INTENSITY MATERIALS / INSTALLATION I DEWATERING STABILIZATION / AS -BUILT SURVEYING / TESTING. ALL STRUCTURES DENSE STATE, SHOULD BE GRUBBED AND COMPLETELY REMOVED. PROOF -ROLLING THE CLEARED SURFACE IS REFERENCE PER FDOT STANDARDS, LOCAL COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC O r- 16. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, WILL REQUIRE THREE (3) COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER 1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE SURFACE OR LOOSE TO LOOSE CONTROL DEVICES. IF THE PROJECT IS WITHIN A COMMUNITY DEVELOPMENT DISTRICT (OR THE LIKE) WITH z w TREES AND UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM LOCAL APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT. WATER PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR THE ADDITION OF SEPARATE SIGNAGE REQUIREMENTS, SUCH AS ARCHITECTRUAL POSTS OR SIGN BODIES, ETC. IT SHALL BE THE s ❑ DAMAGED BY CONSTRUCTION ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY.. GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE REQUIREMENTS AND PROVIDE SIGNS MEETING x � W REPAIRED / REPLACED ITEMS ARE SUBJECT TO REVIEW AND APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL 10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION REQUEST BY DISTRICT REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO ROLLER TRAVELING AT 'WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30 /o TO THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY ? AGENCY. COMMENCEMENT OF THE ACTIVITY AUTHORIZED BY THE PERMIT. INSURE COMPLETE COVERAGE, SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION - FDOT z 430 FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. PERPENDICULAR TO THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL a m 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN, COMPACTED SAND BACKFILL. THE PROOF ROLLING a 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM 11. HDPE HIGH DENSITY POLYETHYLENE CULVERT SHALL BE N-12 INSTALLED PER MANUFACTURER ( ) CRITERIA AS APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY w TO THE REQUIREMENTS OF THE CURRENT LOCAL. UTILITY COMPANY STANDARDS AND AW WA CURRENT RECOMMENDATIONS. MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) AIR ENTRENCHED PIPE. AND THE CONDITIONS FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT:. DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA. ADDITIONAL PASSES MAY BE REQUIRED IF of STANDARD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OBTAIN AND UTILIZE A CURRENT COPY PRIOR TO ANY WORK COVERED BY A PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. 0 III 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 12. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FDOT NOTICE OF CONSTRUCTION COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE 2. FILL REPLACEMENTS: w UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT DIRECTIONS. STANDARD SPECIFICATIONS. OR AUTHORIZED AGENT. •WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED w FILTER FABRIC (STORM PIPE JOINTS) 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE ABOVE. THE FILL AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE. a 1 B. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE GRANTED PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE • FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN. SAND) AND BE PLACED IN LAYERS NOT TO z (7 EVENT THAT A CONTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX N0. 280 PLANS AND SPECIFICATIONS APPROVED BY THE PERMIT. EXCEED 12 INCHES LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT FLORIDA REGISTERED LAND SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY WITH WOVEN GEOTEXTILE TYPE D-3 (FLORIDA EROSION AND SEDIMENT CONTROL MANUAL), SECURED W / SHOULD BE APPLIED TO OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR ASTM D-1557 MAXIMUM VALUE. ( ) w ❑ THE CITY / COUNTY ENGINEER AT THE EXPENSE OF THE CONTRACTOR. STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A MINIMUM OF 188 INCHES FROM THE BAND OR JOINT OR BELL 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND AND SPIGOT AS APPLICABLE. SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AN 3. EXCAVATION AND BACKFILLING: N F a w 3 ,,,. ,..: z:...' ssb,. SNO �� w f FFICE n �A� p$(� L, 9 20 DESIGNED BY H' 110250 W VILLAGE PAR WAV, SUITE 201 � PORT ST.LUCIE,FL34987 SNO NEW HORIZONS OF THE TREASURE COAST 17-273 x Fr DRAWN BY •H RRIS N,'f. I_-R I_- 772-462-2455 -:-3 I 4A 17-273 en9ineerin9 rl.dwg STORAGE FACILITY AND PHARMACY EXPANSION 1 = 8227dD. 82270 ,1 �, - � T FILENAME _ - = w --- : 8 SPECS � .. S ,° t, . 0 ENGINEERS ® SURVEYORS Ill LAYOUT SPECIFICATIONS ``' AS z w 'S www.edc-ine.com _ CALF SCALE / . tS /l �j��,, - - 10L8��?!�-�)(ILPAGE 1'ARK'WAY, SUITE 201 7 O F 7 j F.B. P.E. CERTIFICATE OF AUTHORIZATION 9935 08FEB18 SAINT LUCIE COUNTY FLORIDA PORT k fl` 34987 � oL.B. CERTIFICATE OF AUTHORIZATION 8e98 DATE REVISION COMMENTS DATE tR 772d62A24 5 5 u I? ZONING: AR-1 -------------------- FUTURE LAND USE: MXD -,90 RR' - - - - - - i S89 57' 54 41. - - - - - - - - S89' 57' 54.41' - - - - - - - - - - - - - - ------------------- - - - - - - xf ,. ", ".*. ",^,n.°.^._^. »»^, ,f, , , . . .. WOODED AREA WOODED AREA " .. ,, ,, ,. ,» » -.1 , . . , . > , . LLJ S.F.W.M.D. > , , .. « < .". .i\ - , .. .. » « « ,. I.. . '�+',o. /»` . ° « . . JUPoSDIOATI ANAL » » , , ..'. . . , , . . , , , . /, In.. , .. « « , , « « , .. .�.. . , . .. . « , ICI,... „ «.,....,,. F , .. .. ZONING. AR-1 ), NEW HORIZON . . . .. ... ... .. .. ..... ..... fi r FUTURE LAND USE: RS i d ,.«.,,..x.,,,,« UNDEVELOPED AR AS.. � .....",..,,,.a«..................... ,,. �.✓� Y/ � .. >,..,<,.»,., >..., ,. 1-9,.,43 14CRES�;� ."... n ,",`,'<°, .« , . , ° , a . n ... « n , , , « , < « ° , , 1 n , ° . , . , . , , , , « « , , , , . , , °e .`, ...+.»a < .. .... a°, ^.'.'<^.'»'.°,'. .'. ..«, o .,`. , «`» ,yay,. .°. «a«". ,•. «.«,« « , , ., +.«. .^,p.», .e. a.„° , «� , « , .°,««,', , " pp� / . • • x n n x , s > , n n ° a n n a s , e ° , a e ., e a e > a ° a a. . , .. ., < n .. ° , , a , e�, « « .. « , , , n » � / � - _ -A'+' - - - - - - opi -A- < . _ N89' � 54' �48.41 "E- . , . . , _ _ .., ., .. - _ . . .., ' � ',�' `i) �` �� - . , 6.�� `ley ..+. r f`. .� ,. fi EXISTING 1 STORY 1,650 S.F. q - f'T ; C4 I PORTABLE BUILDING ii F ;`!�tl ' F �ry (PURCHASING) TO REMAIN ii ri '"� 1 u IBie{i )' ({, ' r.r EXISTING 1 STORY FFE = 18.29 D � I - CBS BUILDING it C U DETOX CENTER '`I EXISTING ISTORY 1,944 S.F i1 �i 7,oSe36 S.F. f11;I" PORTABLE BUILDING TO BE REMOVED rl -- FFE-2B.aa -'-'-' P r �`---'--'� EXISTING 1 STORY y7,«"`- x L+ ♦ "y p��g FFE = 20.67 I ii - ,,,, ,.I ce5 ILDING L r J j `` ; I'L`- CRISIS STABI�TION CENTER €, V 1 a'" t 'I 36,077.72 SQUARE FEETk. ST. LUCIE COUNTY SHERIFF'S COMPLEX PARCEL ID:340650100150001 ST. LUCIE COUNTY 4700 W. MIDWAY ROAD - EXISTING 1 S PRE-FAB BUILDING PHARM/ LIMITS OI PROPOSED1I STORAGE\RECORDS BL MAXIMUM BLILDIN MIDWAY ROAD (STATE ROAD NO. 712) CENTERLINE OF RIGHT OF WAY - F.D.O.T. RIGHT OF WAY MAP SECTION 94530-2602---- -------- ------ 0 20 ( IN FEET ) ] inch = 20 ft» LEGEND 5 +^'L5 EXISTING SPOT ELEVATION -�- EXISTING UTILITY POLE EXISTING LIGHT POLE �$ EXISTING SANITARY MANHOLE EXISTING TREES g g EXISTING DRAINAGE INLET EXISTING DRAINAGE CULVERT °. EXISTING FIRE HYDRANT wv EXISTING WATER VALVE EXISTING PAVEMENT EXISTING CONCRETE PROPOSED PAVEMENT PROJECT NAME: NEW HORIZONS OF THE TREASURE COAST PROPOSED CONCRETE PARCEL ID NUMBERS: 3406-501-0020-000-9, 3406-501-0014-500-9 ® LIMITS OF CONSTRUCTION LOCATION: 4500 WEST MIDWAY ROAD FORT PIERCE ,FL PROJECT DESCRIPTION: THE ADDITION OF 10,725 S.F. RECORDS/STORAGE BUILDING 4 p II€ik6�i�E(II�I� AND 1,400 S.F. PHARMACY. II ZONING: I (INSTITUTIONAL) LAND USE: P/F FLOOD ZONE: "X" FEMA MAP 12111CO280 F New Horizons OF THE TREASURE COAST, INC APPLICANT: NEW HORIZONS OF THE TREASURE COAST, INC 4500 W MIDWAY ROAD FT. PIERCE, FLORIDA 34981 ENGINEER: JAYSON R. HARRISON, P.E. ENGINEERING DESIGN & CONSTRUCTION, INC. 10250 SW VILLAGE PARKWAY, SUITE 201 PORT ST. LUCIE, FLORIDA 34987 ARCHITECT: MICHAEL MENARD ARCHITECTONIC, INC. 806 DELAWARE AVE FORT PIERCE, FLORIDA 34950 PARCEL DATA: GROSS SITE AREA 12.35 AC 538,046 S.F. WETLANDS A 0.36 AC 15,877 S.F. WETLANDS B 0.68 AC 29,688 S.F. SITE DATA AS OF JANUARY 2013 MINOR AMENDMENT UPON COMPLETION OF PROPOSED CHANGES LAND USE DATA: PREVIOUSLY ACREAGE SQUARE PERCENTAGE NET CONSTRUCTED FEET OF SITE CHANGE - IMPERVIOUS BUILDINGS PAVEMENT CONCRETE PERVIOUS DETENTION POND (at TOB) TOTAL IMPERVIOUS PERVIOUS TOTAL DEVELOPED AREA UNDEVELOPED 78,168 S.F. 1.95 AC 84,955 S.F. 15,79% (+) 6,787 S.F. 110,849 S.F. 2.52 AC 109,652 S.F. 20.38% (-) 1,197 S.F. 23,009 S.F. 0.56 AC 24,563 S.F. 4.57% (+) 1,554 S.F. 79,279 S.F. 1.82 AC 79,279 S.F. 14.74% NO CHANGE 212,026 S.F. 5.03 AC 219,170 S.F. 40.73% (+) 7,144 S.F. 326,020 S.F. 7.32 AC 318,876 S.F. 59.27% (-) 7,144 S.F. 538,046 S.F. 12.35 AC 538,046 S.F. 100.00% NO CHANGE 846,371 S.F. 19.43 AC 846,371 S.F. 100.00% NO CHANGE TOTAL 31.78 AC PARKING CALCULATION: TOTAL SPACE REQUIREMENT REQUIRED PARKING CLINIC/SQ. FT. 14,248 4.94/1,000 SQ. FT, 71 NURSING HOME/ BEDS 104 0.35/BED 37 OFFICE/ADMIN./SQ. FT. 10,849 2.84/1,000 SQ. FT. 31 EMPLOYEE 37 0.83/EMPLOYEE 31 TOTAL REQUIRED 170 TOTAL EXISTING 199 TOTAL PROVIDED 183 REFER TO PARKING GENERATION 4TH EDITION OFFICE CODE 701 - - _ FOR EMPLOYEE VS. DEMAND HANDICAPPED REQUIRED - 8 SPACES PROVIDED - 9 SPACES PROJECT SCHEDULE: START: SEPTEMBER, 2018 COMPLETION: MARCH, 2019 ------------ - -- -- -- ----- -------------- -- -- --- E�------ - UTILITY: WATER- FPUA SEWER -FPUA SECTION LINE SITE DRAINAGE IMPACT: STORMWATER WILL BE ROUTED TO PROJECT'S BACKBONE DRAINAGE SYSTEM, DETAINED AND DISCHARGED IN ACCORDANCE WITH SFWMD AND ST. LUCIE COUNTY REGULATIONS TO THE ST. LUCIE COUNTY CANAL (FORMERLY NSLRDWMD CANAL103). PORT ST. LUCIE OFFICE 10250 SW VILLAGE PARKWAY, SUITE 201 r PORT ST. LUCIE, FL 34987 2R 772-462-2455 ENGINEERS O SURVEYORS 16 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 i DATE REVISION COMMENTS ENO DESIGNED BY ENO DRAWN BY 17-273 engineering r1.dwg FILENAME Sp 1 LAYOUT ASSHOWN SCALE OBFEB18 - DATE 77,7,77 NEW HORIZONS OF THE TREASURE COAST STORAGE FACILITY AND PHARMACY EXPANSION MAJOR ADJUSTMENT 2018 OVERALL SITE PLAN SAINT LUCIE COUNTY FLORIDA ll / ---_1' \\\ r// /� �I � \\ // L�---� I I � I I�1<�I ��•� �..LI..� � .I I a ._�11— I "C" EXISTING 1 STORY 1,650 S.F. � I .� L J.. PORTABLE BUILDING(PURCHASING) I I ``r• . �j• "� TO REMAIN . e' ' A E C FFE = 18.29 '�,,,Li.� L J j j EXISTING 1 STORY BBUILDING INSTALL PARKING STALL I I o o I TOX CENTER ER r STRIPING PER DETAIL (TYP.) I I I 7,059.36 S.F. FFE=20.44 FA L — — ,i? PROPOSED DRAINAGE MANHOLE .,p I ,. a s✓ �.�� TIE INTO EXISTING DRAINAGE — m 4 EXISTING EXISTING 1 STORY I f CONCRETE SLAB CBS BUILDING _ %' ? (BASKETBALL)'4, CRISIS STABILIZATION CENTER r —/ / II� 4 'ERTY LINE L."3— — ` -yr I 36,077.72 SQUARE FEET ''+1 4- s •�' I' /E \ .. F.F.E = 20.44' L 4 —., A _— i- EXISTING .., ,. ,,✓ ' _ �---- -� J— -- N, v i�I3i.i� _• )i :I i L, il�lllli i „ I �'„ — J EXISTING FPL I TRANSFORMER AD� I I I I I I a I I 131 BLDG SETBACK I I I I I W I to O LO I Lo 0000 , � . I I I I I V) I 1 I 1 I I I I I 1 I I i II I I I , I I I I I V r I I I I 999 I , II I I I I I I I I I I I 1 I I t �� I I III II PROPOSED SANITARY MANHOLE ' IIIl� I 1 I i EXISTING UNDERGROUND ELECTRIC TIE INTO EXISTING WATER SERVICE TIE IN TO EXISTING WATER SERVICE 1 ENGINEERS Q SURVEYORS 'e www.edc-inc.com PROPOSEDFDC PORT ST. LUCIE OFFICE 10250 SW VILLAGE PARKWAY, SUITE 201 PORT ST. LUCIE, FL 34907 T 772-462-2455 F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 Q 1 � -- SZ aa.. 1 :I I t k��ddd J L fl ,rj -PROPOSED DRAINAGE MANHOLE I / I L I J - - - - �` '�-=''---I ji I ` I I PROPOSED PHARMACY ADDITION 43' - TIE INTO EXISTING I 1,400.F. MATCH EXISTING FFE SANITARY MANHOLE 1 VI I— 25.03'— 1 I. — — / 1, �\ EXISTING 6 — I�---------7--..� i FIRE SERVICE I -- 5'.I 15.88' I _ _ _ loot — I J _ e � I I / — 03 I I 0 PROPOSED FIRE HYDRANT SERVICE ' • i1 ' , ` - y �'-- low�., I: i EXISTING LIGHT POLE (TYP) r , ro I — •- -"- — I I JA I I I I-- ��, oononcrn cAnnrnoV MANHOLE =.E SNO DESIGNED BY SNQ NEW HORIZONS OF THE TREASURE COAST DRAWN BY 17-273 engineering rl_dwg STORAGE FACILITY AND PHARMACY EXPANSION FILENAME SP2 _ LAYOUT AS SHOWN MAJOR ADJUSTMENT 2018 SCALE SITE PLAN 08FEB18 SAINT LUCIE COUNTY FLORIDA DATE A 0 20 ( IN FEET ) I inch = 20 It. J.R. HARRISON, P.E. #82270 E3M 10250 SW VILLAGE PARKWAY, SUITE 201 PORT ST. LUCIE, FL 34987 I4 772-462.2455 I LEGEND I _ q 0 EXISTING SPOT ELEVATION —� EXISTING UTILITY POLE EXISTING LIGHT POLE O EXISTING SANITARY MANHOLE y tt EXISTING TREES 000 0 EXISTING DRAINAGE INLET EXISTING DRAINAGE CULVERT g.s. EXISTING FIRE HYDRANT wv EXISTING WATER VALVE EXISTING PAVEMENT EXISTING CONCRETE PROPOSED PAVEMENT PROPOSED CONCRETE New Horizons OF THE TREASURE COAST. INC 17-273 2OF2 B r-Y Design No. U465 Nonbearing Watt Rating-1 HR. 0 4 1. Floor and Ceiling Runners -(not shown Channel shaped -funners, 3-5/8 in, wide (min), 1.4/4 in, legs, formed from No. 25 MSG (min) gatv steel, attached to floor and ceiling with fasteners spaced 24 in: OC max. 2. Steel Studs -Channel shaped, 3-5/8 in. wide (min), 1.1/4 in. legs, 3/8 in. folded back returns, formed from No. 25 MSG (min) gatv steel spaced 24 in. OC max. 3. Batts and Blankets--Optional)-Mineral wool or glass fiber batts partially or completely fii(ing stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum--5/8 in. thick, 4 it wide, attached to steel studs and floor and ceilingg track with 1 in. Long, Type S self -tapping steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (furring channels), wallboard is screw attached to furring channels with 1 in. long, type S steel screws spaced 12 in. OC. American Gypsum Co. -Type AG-C. Boral Gypsum Inc -Type BG-C. Canadian Gypsum Company -Types AR, C, IP-X2, 5CX, SHX, WRC or WRX. Continental Gypsum Company -Types CG-C, 055-5, 036.6, CG9-9, CGTC-C. G-P Gypsum Corp. -Types 5, 9, C, GPFS6. ` Lafarge Gypsum, A Div, of Lafarge Corp. -Types LGFC6, LGFC-C, J) National Gypsum Co., Charlotte, NC -Types FSK-G, FSW-G, National Gypsum Co., Riyadh, Saudi Arabia -Type FR or WR. Pabco Gypsum Co. -Type PG-C. Republic Gypsum Co. -Type RG-C. Standard Gypsum Corp. -Type SG-C. Temple-Inland Forest Products Corp. -Type TG-C. United States Gypsum Co. -Type AR, C, IP-X2, SCX, SHX, WRC or WRX. Yeso Panamericano SA de CV -Type AR, C, IP-X2, SCX, SHX, WRC or WRX. Westroc Inc. -Type Westroc Fireboard. 4A. Wallboard, Gypsum' -(As an alternate to Item 4)-Nam 3/4 in. thick, 4 ft wide, installed as described in Item 4 with screw Length increased to ( 1-1/4 in. Canadian Gypsum Company -Type AR. United States Gypsum Co. -Type AR. Yeso Panamericano SA its CV -Type AR. 48. Wallboard, Gypsum --(As an alternate to Items 4 and 4A) -5/8 in. thick installed as described in Item 4. Joint covering (Item 5) not required. Canadian Gypsum 'Company -Type WSX. United States Gypsum Co. -Type WSX. Yeso Panamericano $A de CV -Type WSX, 5. Joint Tape and Compound -Vinyl, dry or premixed 'joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the 1 entire surface of Classified veneer baseboard. Joints reinforced. 6. Furring Channel -(Optional -Not Shawn) -Resilient 25 MSG gal' steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. tong type S-12 panhead steel, screws. *Bearing the UL Classification Marking y.o 1 System No. W=L-2148 1 F Rating ..� I Hr, T Rating -1 Iir A O L I A t -O I. Wall Assembly- The I hr fire rated gypsum wallboard/stud wall �` O assembly shall be constructed of the materials and in the manner speci- _ _ fled in the individual U300 or U400 Series Wall and Partition Designs LA in the UL Fire Resistance Directory and shall include the following can- t struction features: O A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 / ` O mm)lumber spaced 16 in, (406 mm) OC. Steel studs to be min N 3-1/2 in. (89 min) wide and spaced max 24 in. (610 min) OC. " t B. Gypsum Board* - Thickness, type, number of layers and fasten- C ere as required in the individual Wall and Portion Design. Max diam of opening is 2-3/4 in. (95.3 min): 2. Through Penetrants - One nonmetallic pipe or conduit to be centered I within opening with a nom 3/16 in. (4.8 tutu) annular space between j pipe or conduit and periphery of opening. Pipe or conduit to be rigidly ; LS supported on both sides of the well assembly. The following, types and sizes of nonmetallic pipes or conduits may be used: +' "o A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use O _ C,in closed (process or supply) or vented (,It*, waste or vent) pip- l ; e ing system, "M B. Rigid Nonmetallic Conduit++- Nom 2 in. (51 mm) diem (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code MA No. 70). It ZKIZ C�Cr C. Chlorinated Polyvinyl Chloride (CPVC) Pipe- Nom 2 in. (51 B-LK col w/ nun) diam (or smaller) SDR17 CPVC pipe for use in closed (pro- cess or sup ly) or vented (drain, waste or vent) piping systems. -O W f-aLP 5, D. Acryloni e Butadiene Styrene (ABS)'-Plpe - Nom 2 m. (51 - 1 - �T'rP• j min) diam (or smaller) Schedule 40 solid core or cellular core d••• - 0 O ABS pipe for use in closed (process or supply) or vented (drain, i , - waste a vent) piping systems. E. Fire Retardant Polypropylene (FRPP)' Pipe - Nom 2 in. (51 min) diem (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping sys- tem. 7 1 4 3. Firestop System - The details of the Brestop system shall be as fol. P _ Iowa: Q A. Pill, Void or Cavity Materials" -Wrap Ship- Nom 1/8 in. (3 0 min) thick intumescent material supplied in 2 in, (51 mm) wide yn strips. One layer of wrap strip tightly wrapped around nonmetal - tic pipe with end tightly butted and held in ace with 2 in. (51 t LS mm) wide min 3 mil foil tape. Wrap strip toteslid into annular spaceon both sides of wall such that 1/2 to 3/4 in. (13 to 19 mm) of wrap strip extends beyond both surfaces of the wall. Min .4, p -fn L4 18 gauge steel wire tie to be secured around middle of extending portion of wrap strip. 3M COMPANY -Ultra GS B. Fill, Void or Cavity Materials* - Caulk- Min 5/8 in. (16 tutu) thickness of caulk shall be applied within annular space on both sides of wall. An additional min 1/8 in. (3 mm) bead of caulk shell be applied at the exposed end of wrap strip at the pipe/ wrap strip interface on both sides of wall. 3M COMPANY-CP 25WB+, IC 15WB or FireDam 150+ 'Bearing the UL Classification Marking `Q ++Bearing the UL Listing Mark 1 C LINTELStl1E0ULE M N F CAST -METE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2110" 6113# 4460a 8F36/1T-18 L2 3'-6" 61131 3S47# 8F16/1T-18 L3 4'-0" 6113# 3079# 8F16/1T-16 L4 41-6" 61134 od $F- 27241 1Z8 # 8F16/1T-3B L S 5'-4" 5365# O 4 - 2290# 3;"#' 2FI6/IT-1B L6 511o" 4360# f� 2093# Zrj, IY. 8F16/1T.18 L7 6'-6" 3480# 18" 8F16/1T-1B LS 71-V 2661# 66 1634# Z9.W SF161IT-1B L9 91-e 1843# 1133# 8F16/1T-1B L10 1w r 1533# 914# SF16/IT-18 L11 IV-4" 1366# 798# 8F16/1T-18 L12 121-0" 1254# 723# SF16/1T-18 L 13 13'-4" 1075# 606# 8F16/1T-16 L14 14'-0" 3002# 559# SF16/1T-18 L15 34'-8" 1370# S19# 8F16/1T-38 L16 15'-4" 12Sot 45► 485# U680 8F16/IT-18 L 17 171-e 9500 40" SF16/IT-18 L18 191-4" 750# 347# BF16/1T-18 L19 21'-4" 598# 306# SF16/1T-18 L 20 22'-0' 550# 295# SF36/ST-18 121 24'4" 450# 267# 8F16/1T-18 V NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION, RECES LINTELS MANUF RE T-CRETE LINTEL NO. LENGTH SAFE GRAVITY to" APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 41-C 5206# it 2635# 31s14 8F34/IT-10 RL-2 4'-6" S206# 2S2S# 8F74/1T-1B RL-3 5'-8" 4561# 1960# 8F14/1T-18 RL-4 5'-1w 4242# 1900# 8F14/1T-L8 RL-S 6'-8" 3120# 1651# 8F14/1T-18 RL-6 Rl•7 71-6" 9'-e" 2459# 3568# 6tL 1462# 1135# 37� 0 8F14/ST-18 8F14/1T-18 DOOR SCHEDULE DOOR NUMBER DOOR SIZE DOOR TYPE REMARKS 1 PR 3'-0" X T-0" STORE FRONT DOORS IMPACT RESISTANT W/ CLOSER 2 3'-0" X T-W STORE FRONT DOOR IMPACT RESISTAN W/ CLOSER 3 PR 3'-0" X 7'-D" HOLLOW METAL DOORS 4 T-O" X 7'-0" HOLLOW METAL DOORS 5 12'-0" X 10'-0" ROLL UP DOOR w %r% ofe.L %e6G 6 T-0" X 6'-8" SOLID CORE WOOD DOOR WITH CLOSER '-0" 6'-8" SOLID CORE WOOD DOOR T►i14 3' �' x �-�� iNtt Fle��a'��SeL�o co2E � c,� CtosGG NOTE: ALL DOOR HANDLES SHALL BE SINGLE ACTION LEVER HANDLES VERIFY WITH OWNER LOCATIONS OF SECURITY LOCKS (OFFICES, DATA, CLOSET. ETC..) WINDOW SCHEDULE WINDOW ID WINDOW SIZE GLASS TYPE REMARKS A T-0" X 5'-0" FIXED GLASS IMPACT RESISTANT MATCH EXISTING FRAME COLOR B PR 3'-0" X 5'-0" FIXED GLASS IMPACT RESISTANT MATCH EXISTING FRAME COLOR DOORS: - - - - All solid core doors shall have Stained Wood Veneer Faces, bePre-Finished and have 2" Hollow Metal frames. Stain color to be selected by Owner. Available Manufacturers: Algoma Hardwoods, Inc. Buell Door Company Eggers Industries, Architectural Door Division Weyerhauser Company DOOR HARDWARE: Heavy Duty Convex Wall Bumpers for all Doors Schlage ND cylindrical lever locks with USQP keyway. Each lock to be keyed to GGM & 1 other key (TBD). Storefront Door: Von Duprin 3347/9947 L Panic Hardware with Concealed Verital Rod; H/M Doors: Schlage ND or Mortise locks to meet wind code with USQP keyway cylanders I e, 1�75-0 BUILDING INFORMATION: 2017 FLORIDA BUILDING CODE BUILDING AREA: TOTAL BUILDING AREA 10,725 S.F. GROUP: B BUSINESS OCCUPANT LOAD PER TABLE 1004.1.2 10725/100=107.25 TOTAL OCCUPANT LOAD 108 CONSTRUCTION TYPE: TYPE 1113 ALLOWABLE AREA PER TABLE 503: GROUP B 23,000 S.F. BUILDING IS NON-SPRINKLERED REQUIREMENTS FOR AREA OF IMPROVEMENTS REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES 4 WATER. CLOSETS 6 WATER CLOSETS 4 LAVATORIES 6 LAVATORIES 1 SERVVCE SINK 1 SERVICE SINK 1 DRINKING FOUNTAIN 1 DRINKING FOUNTAIN REQUIRED EXIT WIDTH 72" PROVIDED EXIT WIDTH PROVIDED 216" REQUIRED NUMBER OF EXITS 3 PROVIDED NUMBER OF EXITS 5 REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 60" TRAVEL DISTANCE ALLOWED 200' TRAVEL DISTANCE PROVIDED i�Q=51 ARCHITECT Certification for Design Load Compliance 1. DESIGN CODE: Florida PPILPOJ C-. code 2017 Edition w120- supplements using ASCE 7-10 Architectonic Inc 2. Structure Design is: K Enclosed T Partially Enclosed _ Open Building 3. Risk Category: _I it _ III ,!p IV Exposure Category: �B _C D Adjustment coefficient f�0 4. Design Wind Velocity mph _ASD _LRFD End Zone Width 5. -ft. Mean Roof Height: ;ALft. Roof Pitch: 5 :12 Parapet-ft. 806 DELAWARE AVENUE 8. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 'MRH (worst case) FORT PIERCE, FLORIDA 34950 T: 772 460 7751 Zone 1: Z4 Zone 2: 4e Zone 3:-� 0 Zone 4:-1$ Zone 5:T� Garage: 'w F: 772 460 4244 7. Design Loads! Floor. 1 S� PSF RooflDeatl: /5 PSF Roof/Live 3G PSF Balcony: 61A PSF Doric: PSF Deck: L PSF Stairs: N/A PSF Fence: PIA PSF Railing: Ad A PSF WWW.ARCHITECTONICINC.COM 8. Were Shear Walls Considered for Structure? _yYes _Not Applicable Explain Why Not: STATE REG # AA26003348 9. Is a Continuous Load Path provided?,8� Yes _Not applicable Explain Why Not: COPYRIGHT 2017 - PROJECT STRUCTURAL NOTE$: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE, 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP. NEW 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 31 BEAMS 1-tYY COLUMNS 1-1/2° HORIZONS 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12° AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. ST. LUCIE COUNTY, FLOPJDA e. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR CLIENT ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. -NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. Zi=C.0 Z?t-Co" I Z7' Co`' I 27'-Cot' 27--te5'0 I , 1 I I I I I Ot• rl -iD` S'' D �' /e o' D` , O O, I , O t �'-C) '�" 1 P ,ON t n „ I. I. z I, 1 5- I. I o" I, a- I, i 9 i, 13-n I-5' $ �- I, to' 4 L 8-8 4-o I, l? L a n I OI I 0 OI OI n I I I = I I nI I AI I IO IN Z • sILI • 8 74-cr tv .`., • 0 a IzIc, 4 � �L, G If �Io O -1 N 4„ MECt'iA1J\CA4 C.0"'FEG.V-.tyCV. ��OM _ MEC. ifQLr-aI CAL CO " ace" AlieWr Atovr-1Y F1�� AKEAL •1 t t4ou1): Ftt.1E v' � P oe. io 1 �A.TA �o CO. 0 102 O O cc __. O rn PA4-k Ot _ (Z�� ?? rklllP cantnoL� P.rtt or teA�tec 7S` o O - tz9 _ M rtz. �Ei r LTV P T � 140fl 5f •t` GckrF� 49' P�oPCE _O b v, 19tg>-, 47� S' %� MsK r2pur�z5r t3a,f b I `tp P V l20 Wuf sgu Ftf-f-AECA. Z• I' Q� Q - �8-, A Z 9 Z SP, .� OFFICE OF -if OFFIcI� 4 a� 'o MAN 0 °O 1 1 ZS \-Lie 17`_OL• * 2a' 4 iZ o' N It' o" g` ,S pl 4 `✓ o O 4v \\g « 5`8q) �P 714y 4" I,�„ 4 • UI�ISEyc OFFtC�. no C�FFtC=r CaFFtC�, oE-F®iCr6. Got•-.Pucsti:2. t_Ats t a 6J.31 roeA O to3 rn to4 nos lo4a L'J 1 O a 2'1 T9 SF,, I r�A>E r lad =a -�9 fN l� (i'L'6.crEC �rer. 98, sea L3_ E`I N STFL' BP, Gor-ncno n� P4rrot uF l-¢�u P-� Wes • F- - i6G4 7F a 2q rre�t ,r Vy - _ _.� .__ ._ _ _ LA - -�E" (.i T-Tttr �L Z! eEQtl?' AtOYND r0LL U P PG OO ti O os�sr N t� C1 AS \ ►�lCo d tL'-p� 4 z4 =4" AI, l3'-0• } Izt-�" •, .( l7`-0 I A.1 " 4 I -4 t Zit 1' (Z;' rt 0�\G� or-IF%C-9. OFF%C.F_ 'Q Orr-ILes, oFFIC'-� Q dFF(C.-c- \e•4A1r11�,� ��6PCIOPi > • \08 1e9 ttco \t1 Ill" lt3 Ito Its -N1 s t • • • • e • s • • e • ,. `0 ®ILA -t 7 � Zr I , 4 5-0 AOIL4 OA IL4- �� ol-5=to`• I , I 0 OA i L4 ( O L4- I t• Iz I -Ott` ct'- 1 1 Z7 tag`- I .s h L4 1 O W' I O I L4 ILj LS O L4 00 I L+ t OA I Lq IO O Cl a Llto L Cv'Z + « -o /('O o y z I4-4 8'o Zf -O rs CP t v REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC RECEIVED FLOn R ?t.•./, � MAR 061010 a✓ Permitting DQ 1*!✓a t' St. Lucio Coantyont ' CONSULTANTS ' REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION ( 10 14 11ADD APB�+,PUJ. M I 10F0 Z z tsit•5 fevr fsD KEY PLAN SHEET TITLE / SHEET NUMBER A- of � PROJECT NUMBER C 17 0 Z 9 DATE 116 !t S J&yj f�, II ELry 1$ �t� &V,,rnbfp tFCkA17 ST. LUCIE COUNTY BUILDING DESIGN STANDARDS ARCHITECT The applicant shall choose at least (5) five elements from the following list and shall illustrate the elements on the required elevation drawings (Check 5 choices): tD N Predominantly vertical, rectangular, windows O Clear glass windows (88% light transmission or more) (1) Lightly stained/painted wood in a horizontal pattern ®❑ Arbor 51) ❑ Clock Tower ©❑ Bahama Shutters Q7 ® Square columns ®❑ Porch with picket railing O ❑ Arcade/Loggia 70 ❑ Cupola 11 Dormer 0 Standing seam metal roof t3 ❑ Widow's Walk 9 ❑ Lattice detailing 0 ❑ Stone or stamped concrete pavement at project entry, drop-off, or pedestrian crossing (330 s.f, minimum) to ❑ Pedestrian courtyard or plaza (200 s.f. minimum) 17 ❑ Canopy to ❑ Portico/Porte Cochere to ❑ Sculpture ❑ Raised cornice parapets over doors 0 ❑ Arches ®❑ Display windows (0) ❑ Bell tower 9 ❑ Frieze / medallion Color - As indicated in the Preferred Color Chart soft, muted tones shall be used. A building shall have no more than three colors on all facades. The applicant shall indicate the color scheme on conceptual and final drawings an shall provide paint color samples with conceptual and final plan submitted. List colors below: Base Color Trim Colors) Roof Design I. Stoned Roofs - Roof height shall not exceed the average height of the supporting walls. The average slope shall be greater than or equal to 1 foot of vertical rise for every 3 feet of horizontal run, and the average slope shall be less than or equal to I foot of vertical rise for every 1 foot of horizontal run. Proposed buildings shall incorporate at least two (2) of the following roof elements or features heck 2 choice : zs ® Eaves that overhang a minimum of 2 feet with a minimum fascia depth of 8". ©❑ Three or more roof slope planes per primary facade. ©� An additional vertical change in roof height (minimum 2400t change in elevation). is ❑ Dormers or other additional roof elements facing primary street frontage. A porch, portico, arcade, or other similar element located at the main building entrance(s). 2. Flat Roo€s - Flat roofs may be used provided all of the following conditions are met: a). Peaked or pitched roof elements shall cover at least 50% of the length of a facade facing the primary street frontage. Mansard roofs and/or cornices (min. 12" in height with a min. of 3 reliefs) may be counted toward meeting 25% of the required horizontal length. Peaked or pitched roof elements shall cover at least 25% of the sides of a building. b). Equipment on roof shall not be visible from an elevation that is horizontal to the location of the roof equipment. c). A porch, portico, arcade, or other similar element shall be located at the main entrance(s). 11 — Talc.k — Go>,1'I11311aL1S rlgTe.4 'RJ�.IttEA C° �ooF �EGK 18 FC� �/ as 1�3 f tEthL yfJDS 0, to EA/44 9117E LiEJ�L "f"o CC1J6P-Ei9 4LA5 ^0V NAr--rAL 9o0F nF4K Alp fzE [o`p. Tort Gvomvre- Ftv_E rmcoridc,-. tl.L. A-5. EMiIFM-71' OF- I56L%&AL . i�18'*'Z`L 1=LooR RtItJLlpp �lG2Err_ -SLAP, ors ^tom t 17 j C i n KI G "T 0 1. Metal Wall or Roof panel - 26ga steel panel applied perpendicular to steel purlins or gins (\ 2. Insulation - Spun glass with vinyl facing, Flame spread 25 or better applied perpendicular to steal purlins or girls, between the purlin or girt and the panel 3. Sheet Metal -12" wide 26ga continuous sheet metal applied perp. to purlins or gins, between the purlins or gins and the insulation. Thi4 sheet metal acts to pinch the intulation blanket tightly to the Roof or wall panel. 4. Wallboard Gypsum - As called for in UL partiton design, let in tight to purlins or girts and Kite l2" wide sheet metal. Seal all packs w" UL rased joint compound min. 5W thick on both wail faces. S. Studs - As called for in the UL partition design, let in between the purlins or gins and tight to the 12: wide sheet metal 6. Wall - per UL partition design One Hour Partition Attachment to Steel Buildings 0 }Z`A i-1- EVA7 t O t- l PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES DOOR ZONE 4-28 .120 CORNELLIRON ROWNGDOOR Ft# IMPACT BLOCK ATTACHMENT ZONE 5 -34 WORKS, HNC. 17419.1 )V X 5-1/2" SIMPSON WEDGE ALL! W' MAX. O.C. METAL ATTACHMENT WAS GRADE S 57EEL BOLT @ 24" MAX. O.C. DOOR ZONE 4-28 35 CGI WINDOWS& NSERIES NOA# IMPACT BLACK ATTACHMENT ZONES-34 DOORS OUTSWING 17-0920.07 3/8" HILn SLEEVE ANCHORS @12"O.C. AND 21"O.G METAL ATTACHMENT OPAQUE STEEL DOOR (4) #8 X 1-3/4" SMS ® 21-1/2" MAX. O.C. WITH 6" CORNERS W/ 5/8" MIN. EDGE DISTANCE STORE ZONE 4-28 -120 CGI WINDOWS& 553S00 FUt IMPACT X"ELCO ULTRACON W/1/1-4"MIN. EMBEOMENr,2- FRONT ZONE 5 -34 DOORS 25574 1/2" EDGE DISTANCE @ 6" O.C. ENTRANCE DOOR STORE ZONE 4-28 -90 CGI WINDOWS & SE 3550 FL# IMPACT BLOCK ATTACHMENT FRONT ZONE 5 -34 DOORS 25573.1 W EL.CO ULTRACON W/1/14" MIN. EMBEDMENT, 2- 1/2" EDGE DISTANCE V 6" O.C. METALATTACHMENT #14 STEEL SMS 0 18" MAX. O.C., VON CORNERS WITH 3/8" MIN. EDGE DISTANCE AND 118" MIN. EMBEDMENT WALLS ZONE 4-28 N/A LAMES HARDIE HARDIE LAP FL# N/A #8-1-5/8" X 0375" ND RIBBED SCREWS ®12" O.C. OR ZONE 5-34 BUILDING SIDING j 13192.2 DIRECT APPLIED TO CONCRETE BLOCK PRODUCTS ALL OTHER COMPONENTS ARE PRE-ENGINEERED (SEE MANUFACTURER'S SHOP DRAWINGS) hT�w>vlu�� gE1.M MGti•AL r�oot<,.JCr LEFT b10E_ F_LE.\/AT'60N V " F &O NT 1/e" Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 I COPYRIGHT 2017 'ROJECT NEW HORIZONS ST. LUCIE COUNTY, FLORIDA :LIENT ' CONSULTANTS I REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS 1NO.1 DATE I REVISION KEY PLAN I SHEET TITLE / SHEET NUMBER I \_ z Of- s PROJECT NUMBER L' I% 0 79 DATE q is Pin t v S E �'^ F, 6,e P• •` P- i f-Z - =' i'-I e-z ► \I F 1 ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH''%" X 3.1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS, DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 '''A" CASE HARD NAILS @ 8i' O.C. /2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/9" DRYWALL SCREWS @ " O.C. PERIMETER AND 12" O.C. FIELD. CAUL 1Ct 1-z 5"mo Ft�sMl r�C� W iKJMlwW L�cT �~z, PeooF � rJ C,c, C 001-3e kFYi- SSAI.S- e- B�Fo[ fF #-l�T� viau FOUNDATION SCHEDULE FOUNDATION DESIGN IS BASED UPON MANUFACTURES REACTIONS AND SHOP DRAWINGS ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING OM CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 16" WIDE TIE ROD FOOTING WITH 2 # 5 BARS HOOKED AROUND MAIN FRAME ANCHOR BOLTS. F-2 12" DEEP X 16" WIDE MONLITHIC FOOTING WITH 2 # 5 BARS CONTINUOUS. F-3 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-4 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-5 5'-O" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP. F-6 6'-6" SQUARE X 2'-O" DEEP PAD FOOTING WITH # 5 BARS TH # 5 BARS i @ 12" O.C. AND HOOKED ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT NEW HORIZONS ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF Fl-O P !O ED A MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 12I1 1� ¢�u15 fvR StZE4 EK rti'� $�Po �i.cT•Imn�S 2 Z�Z7 [ ✓! CO KEY PLAN SHEET TITLE / SHEET NUMBER OF 5 NUMBER G l •7 6 Z. % IPROJECT DATE 915k-6 ItIZ4.h `o B\ p fg'61 rT I ARCHITECT No. ROOM NAME FLOORI BASE I WALLS CEILING LOCKS REMARKS fi C O 0 0 r- z z o 0 a m o w I-_ a X J Z 7 b It a g 0 un F- z cU.I O > F w J F- in N O CL l9 1= v~i o O 6 g o O C J Q K FccS N (D Z w u a * ASTERICK DENOTES FINISH LOCATION a ti> u (A u Ln rr4 o W a O u m 101 RECORDS * * * * C 102 DATA * * * * S 103 OFFICE * * * * C 104 OFFICE * * * * C 105 OFFICE * * * * C 106 OFFICE * * * * C 107 HALL * * * * N/A 108 OFFICE * * * * C 109 OFFICE * * * * C 110 OFFICE * * * * C 111OFFICE * * * * C 112 OFFICE * * * * C 113 OFFICE * * * * C 114 WAITING * * * * N/A 115 RECEPTION * * * * C 116 COPIER * * * * C 117 JANITORIAL * * * * * C Tile to be 52" AFF on S & W walls surrounding mop sink 118 COMPUTER LAB * * * * C 119 MEN'S RESTROOM * * * * P With Indicator Deadbolt 120 WOMEN'S RESTROOM * * * * P With Indicator Deadbolt 121 CLOSET * * * * S 122 CONFERENCE ROOM * * * * C 123 PURCHASING * * * * C 124 UNISEX * * * * P With Indicator Deadbolt 125 OFFICE * * * * C 126 OFFICE * * * * C 127 OFFICE * * * * C 128 UNISEX * * * * P lWith Indicator Deadbolt 129 MAINTENANCE * * * * C 130 MECHANICAL * * * * S 131 MECHANICAL * * * * S 176? ZF& �5tl4 VEnsr' Srldlxd oN F16 GA t'!t hoFFri or.JEP -So 1k- ��.LT �jo►eFt7'" P'F�P� L � becN lYEcrve.t�L �rAraprr.ac.® S M I�IErP�f_.. r�FrL..�c..� ofJ PE�t--N-�,7`Jcrc � fctr.�G got-,4n,K ,un,res� �EK 2noF= 1.3Att-lAJ4 2-mwr Cj�Q7asrL • i bruceo OIL PAPS. Pa.kCe <E.F> CANTU ora 'So'xi_ F'�t-•� ov��- yz"Gino C.Alwt-rt cra1> • zt14,5 ¢oR. hDD+Yt�hJ•F.L. In1Fo'�Mr>tTiotiJ SEA %rt'IcA.� i,.l.nt_t. se-GC"torJ 51MP ►� H���� TF-1z 5CH F vLLl..[�. r. �ijt��F_CA.STLIrJTE-tr w/Itktj B#5 Bq@r"e0i-P ge✓ Wy yxQ g,LpCtC6ra� IZ 30 t3L.oCv- 6rmcco on.3 elegy Lo.-rs 66f�-- 36 tt: F5 Lr SEE. �UIJ•DA:[�l0(V Yl,A.1J � ��.. 1^0r_ �IZt � 0 r_E ha =elm • _ • ® 1® 9- 'ee-�tac. 'ier1��5 ZX4• "X��gr��,c�tiac.� jelp� l;> Q.C. I=A hIGE. v� , W P awoP-c 5t���� at�t�te�iZE �wp� avF.-� 5/1;" cv7c PLYw+oB.P w�€IosMy La A"(9rCr PEI?• � g"rrr�r Fle�iv pw%.— �N9 e-t^- Wj E ic5 p&r 6A,LFt gtpc K .Y�iTP.t l.— M y METAL hcQoF 6uTTEz An>•D Dowta 5Pou'C 4,Y5rEat -7 METAL StDtU6 PKE-E�tt�EE,1zE,d - st�F.l. 5ii=ucTts2� F* IFooTO-NCB SEE 'SLPt3 SC„K,r�puL„� A D n F.5 Xoo1Ir - mc. Jo pBE'Co1uC� 0II'A I rjTAac a AKGF4t CEeruR.icL gg*�t-j MEl-'Ikt- KoCF 5Y4TEM 4"0 t FOY E FA.CS�V t N*j4.Art or%) fk:f-=-WNu NC-OK-C4:P MET;Ld-- �rtert r 4+�L Pts�u NS � z4•"o. c, G e, o• Ct_CO3 Lop GPNC�,L - METAL Age VA % �4vtP.t. SrAr-��I rvCa ���'1 METAL ROOF -7 GUTTER AND DOWN SPOUT SYSTEM evtt-eYt_ PA'C'F 41aSU,tATt o tJ Q-1�t Iabut�SLorJ PRE-ENGINEERED ~~ TEEL STRUCTURE G210 Ct.c,• lo->v Pt F'F' O 15�8x3$�S, ME�o:l.5S0.0S @. z4'o,C, Z(a��• IIZ FR( /At L I N4 v lil0/V 8' PURLINS r zG A Z (TYP, of A.w 1' Ip��'.u2 wALtr�' R 1\ WHITE VINYL FACED BLANKET INSULATION F- 7, FooT1�� SEE SLAB SCHEDULE piOrI9M '(Yj1@,tw � I ::' 1. Y-'7 Fool+raG, LF�BYO�aI> INTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. I.., . 4aao.4 TABLE 2508.1 GYPSUM BOARD MATERIAI A ANn aCn ECCna,pc — — --- .. -_ MATERIAL — STANDARD Accessories for gypsum board ASTM C 1047 Adhesives for fastening gypsum ASTM C 557 wallboard Exterior sof7it board ASTM C 931 Fiber -reinforced gypa!Ln_L els,-_-..—_ ASTM C_I278^- Glass mat gypsum bdLkingpanel ASTM C 1178 Glass ntflt gY r� sum substrate ASTM C It 77 Gypsum backing board and gypsum —y shaftliner board_ _-. ASTM C 442 _- G suet m1,,,+ board --.._._ ASTM C 1395 Gypsum sheathing___.,__. ASTM C,79 Gy sunx wallboard -- --_ ASTM C 36 Joint reinforcing tape mid cmngound ASTM C,474; C 475 _ Nails for gypsum boards ASTM C 514, F 1667 Predecuraled sum board_ ASTM C 960 Steel screws ASTM C 954; C 1002 Steel studs load bearing—.__--,_-- A_S'r_M_C 955 Steel studs, nonload bear in ASTM _C 645_ Standard shecifieation for gypsum board _— ASTM C 1396 -..� Testing gypsum and gypsum products ASTM C 22; C 472; Water-resistant gypsum bucking board- ASTM C 630-_.___� INSTALLATION OF QYPSUM CONSTRUCTION MATERIAL STANDARD Gypsum board .-- --_--_—. _..... GA•216; ASTM Gypsum sheathigg _ -- ASTM C 1280 _ GZeaum veneer bnso - -ASTM C 844 _ Interior lathing and furrit-- _ASTM C 841 Steel framing for.gy.�sum boards_—_ ASTM C754; C I ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTUvW ER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDR40 450. OUCH tTrrrC,TUQAcI. �V rtics SSA.+^'► Mf M L_ 12ooF -) 3VAAL FACED Il.�Sul�hl7oN �` 1 Et 5 So FG E.AC (+ PRE-�r.�t t�r✓c�,v � ,., r 1� 0r.5 !kt Fu RrnaG oVF,. Ei�COL.aG��I�E- gC.oelG WtiCd-. wl W 5 15-A.2s�, Iu FI L.L^E7, Ci�-L_ PE PLr ru r �oT TYPICAL WALL , SECTION SCALE t 1/2' = 1'-0' �a� t►�tR6(- 4 rIn1rStF 64rC£2l •pou>i3 Q-l`I trJSc+LO.ireN SC4C co �INISt� jz' PeG cA 4/n�t¢c..Yorat O IC.� �ooclrJcv g�-`t�raf�y F— 4 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT NEW HORIZONS ST. LUCIE COUNTY, FLORIDA CLIENT I CONSULTANTS REGISTRATION ' M'ICHAEL J, SEAL, AIA AR96898 REVISIONS KEY PLAN SHEET TITLE I SHEET NUMBER �L — A O� c I PROJECT NUMBER C 17 o Z`X DATE y/5/18 PUP Pic ARCHITECT Architectonic Inc e3 �QOF FK�•tl�vc® ��k.f`J �ooF cem- . r P- ICO a-wr�n rr•W CnI ll C a.V BEARING POINT(S) ro�a.�............ TRUSS ACTUAL _�-- FASTENERS TRU 6 to UP IFT(GROUPED, CONNECSIMPSOTOR(5) UPLIFT OE516N WORST CASE) A EACH BRG 645K (3) HETA 20 1810g 9-lOdxl-1/2„ B EACH BRG 442K 1) HETA 20 - 1010# 9-10dx1-1/2" GE 48" D.C. 224a (1) HETA 20 183011 9.10dx1-1/2„ K 1ST BRG 743K (1) HETA 20 1810R 9.10dx1.1/2" KING JACK 2ND BRG 591a (3) NITS 16 1000K 1410dx1-3/2" H 1ST BRG 1578 (1) HETA 20 la1IN1 9-10dx3-3/2" HIP JACKS Zen BRG NAILED PER TRUSS COMPANY NOTE: CONTRACTOR TO PROVIDE MAlvuil-ALI UKr3 anvr vlcr+wvllw,�.r REVIEW AND APPROVAL PRIOR TO POURING BEAM FOR STRAPPING VERIFICATION. NOTES FTDISABLED 1 1bp Portion of FTP 25 & 26 PMWr S&U Rave o Woortive Bhw I ONLY Background with wbAe Re leett" srmbal a Border i264) IPn4E a Bottom Portion shall. have a with Opa Opaque &BoorddeeBack�o'md FTP 26 3 PPP so it for wee in araee where UPS" to undated 4 RNght aha4 be 7 Mf. )featured €Tom the Ground or Sidewalk to the Bottom of SM-00 Fine Men or a rr. to the Bottom bI3ABL0M,D of Permit Only sign. PER)R!' f250 FINE FTP 25 e rI 6i w I'51'i E.V, xfd;:•. FIGURE 703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY Sots For-• cou�acee5 t7��,gpMl,ort p�-rhi 44 Ey,Z ApDiTteWhL l-AVAT4K-`( TABLE 703.5.5 . r`...ePTQQLICIr WT � -r- N MEN-,— net in pictogram •. -----� field FIGURE 703.6.1 PICTOGRAM FIELD HEIGHT TO FINISH FLOOR OR GROUND HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT FROM BASELINE OF CHARACTER less than 72 inches 1830 mm 5/8 inch (16 MT 72 inches (1830 MM) and greater 5/8 inch (16 mm), plus 1is Intl (3.2 mm) per foot (305 mm) of viewing distance above 72 inches 1( 830 mm) 40 inches (1015 mm) to less than or equal to 70 inches (1780 ri _ leas than 150 inches (4570 mm) 2 inches 51 mm 2 inches (51 mm), pins 1/8 Inch 13.2 rum) Greater than 70 inches (1780 mm) to less than or equal to 120 inches (3050 mm) 180 inches (4570 mm) and greater per foot (305 MM) Of viewing distance above 180 inches 4570 mm less than 21 feet (6400 Min)3 inches (75 mm) 21 feet (6400 ni and greater 3lnches (75 mm), plus 1/8 inch (32 mm) per foot (305 mm) of viewing distance _ above 21 feet 6400 mm Greater than 120 inches (3050 mm) ur�IrlA�e�r7�►Ic- NOTE! Equipment pamated In amaded area (a) Spout Height and Knee Clearance Clear (b) Floor Space OT TO XCEED OUNrAIN )EPTH (c) A Free -Standing Buil in Fountain or cooler Fountain or cooler DRINKING FOUNTAINS SHALL BE HI -LAW WITH SPOUT OUTLET @ 36" MAX AND 38"-43" MAX. FOR PERSON STANDING. SPOUT SHALL BE LOCATED 15" MIN. FROM .. ...... SUPPORT WALL & 5" FROM FRONT EDGE OF UNIT, SPOUT SHALL PROVIDE A WATER FLOW OF 4" IIIOH MIN. i(C.'C ass t R-AAL I` e—llt,"V—ti ---------- I]— ; , I N I 30 �30 760 760 i! 19 485 F9 45' 1%, Lbl F•-��'G� IrI� u Minimum Ctaararroes for Stating and Tables /�CCESStC�(,� Cot;1.1..�T���'t"/I•-t6-4.�.. _Y ry 'ram a b BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. • SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL BE LOCATED ON LATCH SIDE OF DOOR.(C Cffr1T $) • PLUMBING TO BE WRAPPED WITH INSULATION. Grab Bar KNEE CLEARANCE q,t Cog LEARANCE 6 MAX _. CEPTH LAVATORY CLEARANCES ACCESSIBLE I&SOOM DETAILS NTS 1/4 max e.5 1 M TO 1/2 :}} ?e. (�) (d) Changes in Level Changes in Level THRESHOLD ON ACCESSIBLE ROUTE NO SCALE FLORIDA ACCESSIBILITY COD, D REQUIREMENTS C_�SSoQ�, 11� ` RESTROOM ACCESSORY SCHEDULE AMERICAN SPECIALTIES, INC. OR EQUAL ID # DESCRIPTION MODEL # DIMENSIONS MOUNTING HIGH P 1. PAPER TOWEL 0210 11"X14 %2 " X 4" 40" MAX IN ADA STALL DISPENSER 2. SOAP DISPENSER 9343 7 1/4" X6 %2" X 5 1/4" 40" MAX IN ADA STALL 3. TOILET TISSUE 7402SD 61/4" X 6 1/4" 19" TO CENTER DISPENSER 4. SURFACE MOUNTED 0477SM 15 3/4" X I I" X 1 7/8" 48" TO BOTTOM TOILET SEAT COVER 40" MAX IN ADA STALL DISPENSER (OPTIONAL VERIFY WITH OWNER) 5. A TILT MIRROR 0535 18" X 36" 40" MAX TO BOTTOM 6. GRAB BARS 164 & 167 36" & 42" SEE RESTROOM DETAILS 7. WASTE 0828 14" X 1716 %2" N/A RECEPTACLE IvurE: rRIOR 1U URDERIN(i CONTRACTOR TO VERIFY WITH PAPER PRODUCTS SUPPLIER, THAT PAPER PRODUCTS PIT THE SPECIFIED DISPENSERS. The following Restroom Accessories will be supplied by Owner*: Paper Towel Dispensers Soap Dispensers Toilet Tissue Dispensers *Contractor shall be responsible for installation of Restroom Accessories 1 I f 0 F O Ate$ � 1 � D VA 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 [KiI1:II�YtP4tlt� PROJECT NEW HORIZONS ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ,ELJ.'SEAL, AIA AR96898 REVISIONS NO. DATE KEY PLAN SHEET TITLE / SHEET NUMBER ca f— 5 PROJECT NUMBER C DATE 9/5,08 1 DUCTWORK SYSTEM SYMBOLS SYMBOL DESCRIPTION ® E SUPPLY AIR DUCT SECTION (UP/DOWN) z©j RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) ® ©j OUTDOOR AIR DUCT SECTION (UP/DOWN) z©j EXHAUST AIR DUCT SECTION (UP/DOWN) �y RETURN, EXHAUST OR TRANSFER AIR FLOW - SUPPLY AIR FLOW MD ❑-fAvAV- MOTORIZED DAMPER VD MANUAL VOLUME DAMPER FD D-- FIRE DAMPER SD D SMOKE DAMPER ADACCESS DOOR FLEXIBLE DUCT CONNECTION ELBOW WITH TURNING VANES SUPPLY DIFFUSER WITH 4-WAY BLOW SUPPLY DIFFUSER WITH 2-WAY BLOW SUPPLY DIFFUSER WITH QUADRANT BLOCK - SO - SIDEWALL DIFFUSER aRETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER ® EXHAUST FAN ROUND CEILING DIFFUSER UNEAR DIFFUSER CDP-I AIR DEVICE, TYPE AND CAPACITY 100 SQUARE TO ROUND TRANSITION -- EXISTING DUCTWORK OR EQUIPMENT TO REMAIN - - - EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED NEW DUCTWORK OR EQUIPMENT OROOF CENTRIFUGAL FAN, EXHAUST OROOF CENTRIFUGAL FAN, SUPPLY ELECTRIC DUCT HEATER -o-� 2" UNDERCUT CONTROL SYMBOLS THERMOSTAT - 4'-0" A.F.F. MOUNTING HEIGHT HUMIDISTAT - 4'-0" A.F.F. MOUNTING HEIGHT o-- TEMPERATURE SENSOR �- STATIC PRESSURE SENSOR ® DUCT SMOKE DETECTOR /VD VOLUME DAMPER /AD AUTO DAMPER HVAC PIPING LEGEND -CWR- CONDENSER WATER RETURN -CWS- CONDENSER WATER SUPPLY -CHWS- CHILLED WATER SUPPLY -CHWR- CHILLED WATER RETURN HOT WATER SUPPLY -HWS- HOT WATER RETURN -HWR- - - - - - REFRIGERANT PIPING CONDENSATE DRAIN FROM COOLING COIL CD DOMESTIC COLD WATER - - - G GAS PIPING MECHANICAL SYMBOL LEGEND SCHEDULEO' 24"x24" CEILING SUPPLY DIFFUSER 4 WAY BLOW 2 WAY BLOW UADRANT QA BLOCK SYMBOL 0 NECK CDP-1 6' CDP-2 8" CDP-3 10" CDP-4 12" F_ FLEX CONNECTION CFM RANGE FINISH REMARKS 6" 0 - 125 OFF-WHITE AO BO 8" 126 - 225 OFF-WHITE OA BD 10" 226 - 400 OFF-WHITE OA O 12" 401 - 600 1 OFF-WHITE I An (B) r SCHEDULE FOR 24"X24" CEILING RETURN DIFFUSER SYMBOL 0 NECK RD-1 6" O RD-2 8" RD-3 10" RD-4 12" RD-5 14" RD-6 16" FLEX CFM RANGE FINISH REMARKS CONNECTION 6" 0 - 125 OFF-WHITE CO 8" 126 - 225 OFF-WHITE OC 10" 226 - 400 OFF-WHITE OC 12" 401 - 600 OFF-WHITE OC 14" 601 - 900 OFF-WHITE 0 16" 901 - 1250 OFF-WHITE nc REMARKS: A. ALL SUPPLY DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE SHOWN, METALAIRE 5000, OR EQUAL BY TITUS. B. DO NOT INSTALL DAMPER IN DIFFUSERS USE DAMPER AT FLEX TAKE -OFF TO BALANCE AIR FLOW. DIFFUSERS IN INACCESSIBLE CEILINGS SHALL BE PROVIDED WITH CABLE OPERATED DAMPERS ADJUSTABLE FROM DIFFUSER FACE C. ALL RETURN DIFFUSERS SHALL BE METALAIRE RH, OR EQUAL BY TITUS. SPLIT SYSTEM EQUIPMENT SCHEDULE AIR HANDLERS DESIGNATION AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 PROTOTYPE MANUFACTURER MODEL LENNOX ELA090S4D-STD-230 LENNOX ELA072S4S-STD-23O LENNOX ELA072S4S-STD-230 LENNOX CBA27UHE-036 LENNOX CBA27UHE-042 WEIGHT (POUNDS) 431 409 409 150 186 NOM. TONS 7.5 6 6 3 3.5 SYSTEM CAPACITY (BTU/HR) TOTAL / SENSIBLE 92,157 / 66,642 69,068 / 51,672 69,068 / 51,672 34,611 / 27,564 42,059 / 33,682 TOTAL AIR FLOW (CFM) 2,600 2,000 2,000 1,100 1,400 OUTDOOR AIR FLOW (CFM) 300 250 250 125 150 EXTERNAL STATIC PRESSURE 1.011 1.0., 1.0.. 0.511 0.5" COIL EAT'F db/wb COIL LAT'F db/wb 77.7 / 65.7 53.4 / 53.4 7 / 65. 53.6 / 53.0 7 / 65. 53.6 / 53.0 7 / 65.0 54.5 / 54.3 7 / 65. 54.9 / 54.5 FAN MOTOR HP 2 H.P. 1.5 H.P. 1.5 H.P. 1/2 H.P. I H.P. HEATER, KW STAGES 15KW / I 15KW / I 15KW / I 8KW / I 8KW / I ELEC.-VOLTS/PHASE/MCA/MOCP 208 / 3 / 49 / 50 208 / 3 / 47 / 50 208 / 3 / 47 / 50 208 / I / 41 / 45 208 / I / 46 / 50 CONDENSING UNITS (R-410A) DESIGNATION CU-1 CU-2 CU-3 CU-4 CU-5 PROTOTYPE MANUFACTURER MODEL LENNOX ELS090S4S-230-3 LENNOX ELS072S4S-230-3 LENNOX ELS072S4S-230-3 LENNOX 14ACX-036-230 LENNOX 14ACX-042-230 PIPE SIZE, SUCTION/LIQUID, IN. 1 1/8" / 5/8" 1 1/6" / 5/8" 1 1/8" / 5/8" 7/8" / 3/8" 7/8" / 3/8" ELEC.-VOLTS/PHASE/MCA/MOCP 1 208 / 3 / 37 / 60 1 208 / 3 / 24 / 40 208 / 3 / 24 / 40 208 / 1 / 18.6 / 30 208 / 1 / 24.1 / 40 NOTES: I. AIR HANDLER a CONDENSING UNIT SAME MANUFACTURER. 2. ALL EQUIPMENT TO COMPLY WITH FLORIDA ENERGY CODE. 3. EQUIPMENT MANUFACTURER LISTED IS USED AS THE BASIS OF DESIGN a IS NOT INTENDED TO LIMIT COMPETITION. ALTERNATE EQUIPMENT SHALL BE OF EQUIVALENT PERFORMANCE a QUALITY. 4. CONDENSING COILS TO HAVE FIELD APPLIED "ADVANCOAT" OR "LUVATA' COATING. 5. PROVIDE FREEZE STAT ON INDOOR COILS. 6. SYSTEM I THRU 3 SHALL HAVE DUAL SPEED COMPRESSOR WHICH SHALL STAGE BASED ON COOLING DEMAND. 7. SYSTEM 4 a 5 SHALL HAVE TORQUE ACTUATED INDOOR FAN MOTORS. 8. PROVIDE LENNOX COMFORTSENSE 7500 PROGRAMMABLE THERMOSTATS WITH INTEGRAL HUMIDISTAT FOR "COOLING FOR DEHUMIDIFICATION". 9. INSTALL CORROSION "GRENADE" ON SUCTION LINE AT EACH COMPRESSOR. REFRIGERANT PIPING NOTES 1. REFRIGERANT PIPING SHALL BE TYPE 'K" OR "L" SOFT DRAWN COPPER TUBING WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 2. COOLING COIL DRIP PIPING SHALL BE TYPE "M" COPPER OR SCHEDULE 40 PVC. PROVIDE a DEEP TRAP. 3. PROVIDE ALL VALVES AND SPECIALTIES AS SHOWN BY THE DETAILS AND AS REQUIRED FOR A COMPLETE OPERATING REFRIGERATION SYSTEM. 4. VALVES AND SPECIALTIES SHALL BE AS FOLLOWS: 4.1. AGLOBE VALVES, FORGED BRASS, BACKSEATING TYPE 500 PSI 4.2. CHECK VALVES, FORGED BRASS, 500 PSI 4.3. SOLENOID VALVES, FORGED BRASS, 400 PSI 4.4. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER 4.5. MOISTURE INDICATOR, FORGED BRASS, OPTICAL GLASS, 500 PSI 4.6. FILTER DRYER, STEEL SHELL, REPLACEABLE FILTER DRYER 5. REFRIGERANT PIPING JOINTS: ALL JOINTS SHALL BE MADE WITH SILVER SOLDER. THE PIPING SHALL BE CHARGED WITH DRY NITROGEN WHILE CONSTRUCTING THE JOINTS. A REMOVABLE TYPE DRYER STRAINER SHALL BE INSTALLED IN THE LIQUID LINE. A THREE WAY VALVE BY-PASS SHALL BE PROVIDED FOR THE STRAINER, AFTER THE REFRIGERANT PIPING HAS BEEN COMPLETED, THE REFRIGERANT SYSTEM SHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). WHILE THE SYSTEM IS BEING PRESSURE TESTED, AN ELECTRONIC LEAK DETECTOR SHALL BE USED TO CHECK FOR LEAKS. PRESSURE SHALL BE MAINTAINED ON THE SYSTEM FOR A MINIMUM OF 12 HOURS. THE SYSTEM SHALL THEN BE EVACUATED TO 2.0 MM MERCURY AND THEN CHARGED AND MADE READY FOR INSULATION. 6. PIPING EXPANSION AND VIBRATION ELIMINATION: PROVIDE REFRIGERANT TYPE FLEXIBLE CONNECTIONS AT THE AIR HANDLER AND AT THE CONDENSING UNIT. THE CONNECTORS SHALL BE AT LEAST 12" IN LENGTH AND SHALL BE LOCATED TO EFFECTIVELY CONTROL VIBRATION AND TO ALLOW FOR CHANGES IN PIPE LENGTH. PIPE INSULATION NOTES 1. CONDENSATE DRAIN LINES SHALL BE INSULATED WITH 1" THICK "ARMAFLEX", OR EQUAL. 2. THE REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 1" THICK "ARMAFLEX', OR EQUAL THE SUCTION LINE SHALL BE INSULATED IN ITS ENTIRETY INCLUDING VALVES AND SPECIALTIES. VALVES AND SPECIALTIES THAT REQUIRE ACCESS SHALL HAVE SPECIAL REMOVABLE COVERS. 3. ALL INSULATION SHALL BE VAPOR SEALED AND BUTT JOINTS OF "ARMAFLEX" SHALL BE TAPED TO PREVENT INTRUSION AT THE JOINT. 4. SADDLES SHALL BE USED AT ALL PIPE HANGERS TO PREVENT COMPRESSION OF THE INSULATION. ELECTRICAL CONNECTION NOTES 1. COORDINATE POWER WIRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT WITH ELECTRICAL 2. COORDINATE THE FUSED DISCONNECTS WITH ELECTRICAL. 3. MAKE FINAL CONNECTIONS TO AIR HANDLING UNIT WITH "GREENAELD". MAKE FINAL CONNECTION TO CONDENSING UNIT WITH "UQUIDTITE". FINAL CONNECTIONS SHALL BE A MINIMUM OF 3 FT. 4. ALL WIRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE. 5. CONTROL WIRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WIRING. 7. AIR HANDLING UNIT SHALL BE PROVIDED WITH SINGLE POINT OF ELECTRIC ENTRY. B. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTER AND HEATER CONTACTORS IN CONTROL PANEL EXHAUST FAN SCHEDULE SYMBOL DESCRIPTION EF-I GREENHECK SP-B70, 50 CFM W/ BACKDRAFT DAMPER - CONNECT TO LIGHT SWITCH. 120V-1o, 0.53A EF-2 GREENHECK SP-B90, 75 CFM W/ BACKDRAFT DAMPER - CONNECT TO LIGHT SWITCH. 120V-1o, 0.65A GENERAL NOTE 1. PRIOR TO SUBMITTING A BID, 1111 CONTRACTOR SHALL VISIT THE JOB SITE TO THOROUGHLY FAMILIARIZE o HIMSELF WITH THE EXISTING FIELD CONDITIONS AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPLISHED UNDER THIS CONTRACT. z 2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA 0 MECHANICAL CODE, FLORIDA ENERGY CODE, NFPA-90A STANDARDS FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62.1 3. VERIFY FINAL LOCATIONS FOR ROUGH -INS WITH FIELD MEASUREMENTS AND WITH REQUIREMENTS OF THE ACTUAL to o EQUIPMENT M BE INSTALLED. N 4. COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF w HVAC EQUIPMENT AND MATERIALS. o 5. PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS STORED ON SITE. z 6. VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN ACCORDANCE WITH SMACNA. ALL OTHER ~ w DUCTWORK SHALL BE AS SHOWN ON THE PROJECT PLANS. DUCTWORK INSULATION SHALL COMPLY WITH THE Tn FLORIDA ENERGY CODE. m 7. REFER TO ELECTRICAL CEILING GRID LIGHTING PLAN FOR EXACT LOCATION OF AIR DISTRIBUTION DEVICES B. PROVIDE ALL DUCT TRANSITIONS REQUIRED TO CONNECT EQUIPMENT SHOWN TO DUCT SYSTEMS. ED 9. PROVIDE DUCT MOUNTED SMOKE DETECTORS ON THE SUPPLY OF ALL AIR HANDLING SYSTEMS 2000 CFM AND o Q GREATER. En 10. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FMC-2017 SEC. 306.5 & o FBC-2017 SEC. 1510.10. MECHANICAL EQUIPMENT INSTALLED IN ATTICS / ABOVE CEILINGS SHALL COMPLY WITH a FMC-2017 SEC. 306.3. Fort Pierce 11. MECHANICAL EQUIPMENT, APPLIANCES & SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED & Engineering, Inc. INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH FBC-BUILDING. ALL 'WIND LOAD Dependable Mechanical, Electrical & OTHER COMPLIANCE CALCULATIONS AND f OR INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENT AS & Plumbing Design REQUIRED BY FBC-2017 SEC. 1510, 152Z & CHAPTER 16 SHALL BE PROVIDED BY STRUCTURAL ENGINEER / C.A. No. 28173 ARCHITECT. CONTRACTOR TO PROVIDE WIND LOAD CALCULATIONS SIGNED & SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER FOR NON PRE -APPROVED CONFIGURATIONS DEVIATING FROM THE ORIGINAL CONSTRUCTION DOCUMENTS. 12. CONTRACTOR SHALL PATCH & REPAIR EXISTING ROOFING MATERIAL AS REQUIRED BY AN APPROVED ROOFING CONTRACTOR FOR ROOFING MEMBRANE ORIGINALLY INSTALLED SO AS TO NOT VOID WARRANTY. CONTRACTOR IS TO PROVIDE REQUIRED STRUCTURAL STEEL FRAMEWORK FOR ADDITIONAL SUPPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING A STRUCTURAL ENGINEER FOR SIZING OF STRUCTURAL STEEL FRAMEWORK 1 REQUIRED. 13. CLEARANCE FOR MAINTENANCE, SERVICE, REPAIRS & REPLACEMENT FOR ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED TO COMPLY WITH FMC-2017 SEC. 306. SERVICE ACCESS PANELS FOR MECHANICAL EQUIPMENT IN CONCEALED SPACES SHALL BE PROVIDED TO COMPLY WITH THE REQUIREMENTS OF SEC. 306. 14. PROVIDE AIR BALANCE TO QUANTITIES SHOWN ON THE PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO 315 South 7th Street ACCOMPLISH AIR BALANCE. --SUBMIT BALANCE REPORT FOR REVIEW Fort Pierce, FL. 34950 Phone:772 672-4636 15. SYSTEM TEST & BALANCE REPORT (PREPARED BY SEPARATE 3RD PARTY AABC/NEBB CERTIFIED T&B Fax:772 672-4637 CONTRACTOR) TO BE INCLUDED WITH INSTALLATION. PROVIDE REPORT TO OWNER AND ENGINEER FOR REVIEW. INSTALLATION WILL NOT BE CONSIDERED COMPLETE WITHOUT T&B REPORT. HVAC CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY VOLUME DAMPERS, EQUIPMENT, ADJUSTMENTS, ETC. REQUIRED TO ACHIEVE SATISFACTORY T&B RESULTS. 16. THESE DRAWINGS ARE PREPARED PER ESTABLISHED INDUSTRY STANDARDS AND REPRESENT THE ENGINEER'S DESIGN CONCEPT. THEY ARE NOT INTENDED TO PROVIDE EVERY DETAIL OR CONDITION REQUIRED TO CONSTRUCT THE BUILDING. THE CONTRACTOR THROUGH SUBMITTALS AND OTHER COORDINATION EFFORTS IS FULLY RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERATIONAL BUILDING WHETHER INDICATED ON THE PLANS OR NOT. FIBRE DUCT INSTALLATION DETAILS a .o C >� Qo U w w DUCT CONSTRUCTION NOTES z aLj o a w w wLU a 1. ALL DUCT WORK, DUCT FITTINGS, DUCT FLEXIBLE CONNECTIONS, AND FLEXIBLE DUCT SHALL BE CONSTRUCTED z �Ln AND INSTALLED, AS A MINIMUM, IN ACCORDANCE AND WITH THE STANDARDS AND RECOMMENDATIONS OF J ¢ m o "SMACNA" LATEST PUBLICATIONS AND STANDARDS. to 2. ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/2" FIBRE BOARD EXCEPT EXHAUST a VENTILATION DUCTS WHICH SHALL BE SHEET METAL. FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/2" BOARD WITH ANTI -FUNGAL INTERIOR COATING. 3. DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH "SMACNA" STANDARDS IN GENERAL, HOWEVER, DUCT STRAPS SHALL BE USED UP TO 48" IN HORIZONTAL DIMENSION (OR ROUND). DUCTS GREATER THAN 48" SHALL BE SUPPORTED WITH TRAPEZE HANGERS AND STEEL RODS. 4. ALL DUCTS SHALL BE OF THE SIZE AND SHAPE AS SHOWN BY CONTRACT DOCUMENTS a 5. ALL FLEXIBLE DUCTS SHALL COMPLY WITH UL 181. FLEX DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. 0 m WHERE LENGTHS GREATER THAN 10' ARE SHOWN ON THE PLANS INSTALL ROUND SHEET METAL TO WITHIN 10' Ld Z z a OF THE DEVICE BEING SERVED. Q 0 a o LL _j LLI 6. SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN RECTANGULAR DUCT WITH z o N ANGLES GREATER THAN 30DEG . U w w W 3 E 7. DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' o o o 1- ON EITHER SIDE OF THE FIRE RATED WALL DUCTWORK ON EACH SIDE OF A FIRE RATED WALL (5) SHALL BE cr X v o A MINIMUM OF 26 GA. SHEET METAL ENGINEER SEAL 8. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS DUCT INSULATION NOTES 1. ALL INSULATION SHALL COMPLY WITH THE "FLORIDA ENERGY CODE" LATEST EDITION. 2. FLEXIBLE DUCTS SHALL BE OF THE LOW PRESSURE FACTORY FABRICATED TYPE CONSISTING OF A ZINC COATED SPRING STEEL HELIX NON-PEFORATED INNER LINING AND 1-1/2' THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER. 3. ALL INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD/ SMOKE DEVELOPED RATING OF 25/50 4. DUCT SUPPORT HANGERS SHALL PASS AROUND THE OUTSIDE OF THE INSULATION USING SHIELDS OR SADDLES SO AS NOT TO COMPRESS THE INSULATION MECHANICAL DRAWING INDEX SHEET DESCRIPTION ISSUED ANYTA @ B mR PE%E L E£RRL, E WIH AT LWV[EERW, E�PMT, RE PME EN@EF M, RE. P11 PIENIS PESERVE➢. SHEET TITLE M-1 HVAC GENERAL NOTES, SYMBOLS a SCHEDULES YES M-2 MECHANICAL HVAC PLAN YES HVAC GENERAL M-3 MECHANICAL HVAC DETAILS YES NOTES, SYMBOLS & SCHEDULES REV CODE ST. U D� Eric J. Svoboda, PE P.E. No. 60982 iIESE GHEUE11fS, kM WnH T EACEPTS AO W DESIM PfESnPEO IET24! ME MEEM O Y FEN THE SP PM PIIIPOSE W LLIDR EF FORT MME DEPEMM, X ELF ww TIE! WERE PREPN KME w � ML a THESE EVCHK s WIDM VRIM MTTH MTM MID main uN11: 11-28-2018 DRAWN: EJS APPROVED: EJS DRAWING NUMBER -1 SHEET I OF 3 NOTE: SOME NOTES & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 17001-15