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HomeMy WebLinkAboutCONSTRUCTION PLANSLOCATIO KEY WEST e eB 9 Ao E ENGINEERING DESIGN CONSTRUCTION, INC. p 1934 TUCKER COURT FT. PIERCE, FL 34950 Cphone:772-462-2455 fax: 772-462-2454 BOARD OF PROFESSIONAL ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 9935 1! 1:1 "'k 67WA, 10I&I SECTION 26, TOWNSHIP 36S, RANGE 40E SAINT LUCIE COUNTY, FLORIDA Project Location VICINITY MAP INDEX OF SHEETS 1. COVER 2. SITE PLAN 3. DEMOLITION PLA I 4. STRIPING & SIGNAGE PLAN 5. PAVING, GRADING & DRAINAGE PLAN AND UTILITY PLAN 6. PAVING AND GRADING DETAILS 7. UTILITY CROSS -SECTIONS 8. UTILITY - WASTEWATER DETAILS 9. STORM WATER POLLUTION PREVENTION PLAN 10. SPECIFICATIONS SCANNED By aLucie Comity ALL ELEVATIONS SHOWN HERE REFERENCE THE NORTH AMERICAN VERTICAL DATUM NAVD88 nor It Q 04 CD M Q r r W z O Z Q O O J U. Q N Q O 0 zZL i J IN FEET ) I inch = 30 ft. DATUM: ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. I II 3 EX. FIRE IHYDRANT I I 413't TO EX. F RE HYDRANT I w I .,.. EX. GRINDER STATION LAKES PLAZA Iw,pu. I°. BLUE Q U. F.F.E. 16.93 REO'D 2' OVERHANG eu PE CURB ^' p 0y 17-0" 5'-0" b0 O65 Op Opt 1 —GS EXIST.RING UE BLUE BLUE ` F,/BBLUE9 B" O. BK. 1354 PAGE 920 TOTES: p y I. TOP PORTION OF FTP 25 h 26 a 0 , 1 SHALL HAW A REFLECTIVE BLUE LL rA w BACKGROUND WITH WHITE REELECTW D PROPOSED SYMBOL AND BORDER. DISABLED 2. BOTTOM PORTION SHALL HAVE A PERMIT REFLECTIW WHITE BACKGROUND YEW J o WHITE ONLY BLACK OPAQUE LEGEND AND BORDER. BLUE iO SANITARY 3. FW 25 k 26 MAY BE FABRICATED ON MANHOLE IOjO ONE PANEL OR TWO. 4. FLIP 25 IS FOR USE IN AREAS WHERE L OJT i250 RNE SPACE IS LIMITED. 5. SIGN PER FOOT INDEX 17355, I'K --' T 6, STRIPING PER FOOT INDEX 17345. rna BLUE BLUE DOUBLE STRIPING I SEE DETAILIfHANDICAPSPACEDETAIL I Ip ,p PROPOSED SANITARY SEWER STUBI + i I I I 1 PROPOSED GRAVITY SANITARY MAIN I Y I DINI SULLIVAN PROPERTY 1 ( VACANT) EX. SPRINKLER BOX I I 5 pO 313iTOEXADJCENTDRIVEYb6.' ^", rs aD, 2 ^+ 1 + EX. ELEC.BOX I I I 15' I II 1p I 6b O + a. I PROPOSED SANITARY SEWER STUB I I 4 SITYKEN IN PROPERTY PROPERTY bah PROPOSED GRAVITY (VACANT) ro 0°j O 6 SANITARY MAIN I + hp O' I I EX, 15' U.E. I I O.R. BK. 3373, PAGE 2657 I N, b PROPOSED EX. BILLBOARD N< b ^bps I + SANITARY PROPOSED 24" STOP BAR MANHOLE WITH STOP SIGN (R1-1) PER ADA TRUNCATED # FDOT INDEX 17346 (TYP.) DOME MATS (TYP). 3 I I 3 JL JL TJ\l/T I I BENCHMARK#1 ELEV. = 14.83 a 12' 1 N. A.V.D. 1988 R2 I 1I gI, LUII WIDTH OF CUING 111 55 I RON 1 IF I Lr rn` II17 N,, I i I4 9,_6„ N. T. S. j PAINT STRIPE , TYP r 8„ , IX DOUBLE STRIPING DETAIL NOTES: SIGN PER MOT INDEX 17355. 2. STRIPING PER MOT INDEX 17346. VACANT FUTURE LAND USE: COM ZONING: CG PROPOSED STRIPING PER FOOT INDEX 17346 (TYP.) 16' PARKING STALL DETAIL NOTES: QNK I. SIGN PER FpOT INDE% iJJ55. 2. SWIPING PER FOOT INC. IJ346. BUMPER CURB ^' 1' DOUBLE SEEDETAIL 18' PARKING STALL DETAIL NOTES: AI' b1. SIGN PER MOT INDEX V355. 2, STRIPING PER FDOT INDEX 17346. PROPOSED STRIPING PER FDOT INDEX 17346 (TYP.) 1Yliii uiIilti ,E O 6 HO SIGNS PER `mJac FDOT INDEX 17355 I1 13.03' (SEE DETAIL) ..... PROPOSED 12 '; 26 :,1 I I, a ^3 7 i DRY WATER MAIN. 1 NT BLI ' TYPE ¢ ^ Oh O B' DRY EX. 1 PINEMIN. 36" COVER) I b,I sETBA ( R •P) .+ +.`T'O N8 g DETENTION a IT,j SipF 9 ^L AREA MONUMENT 13.72' + Zr, p3, ^" 4, 0 +^ b'i 5' U E. SIGN + mu EX. FIRE HYDRANTI vJ w ' N R + + p. DRY ^'? O b`5`h b 4 4 4 4 +^5 ^^bh o Oy AREA I GhII 636't TO EX. ADJ CENT DRr EWAY ti , y'S2I + +^ O Z + I W i OUTF,4LL TO +^ +^O Or FDOT OX/X19 CUL I RT+^ VACANT I EX. Tx ID Box CULV Rr? FUTURE LAND USE: COM ,vg n. _ r: - ZONING: CG II LJ ^ O` S 256.00' o 4` IN 26' I.E.E. qi ST. LUCIE COUNTY — 230.00' off' I w O.R.BK. 3354PG. 1524 INGRESSAGRESS g1 yy4•, 59 ry EASEMENT ( I. E.E.) DETAIL Project Location 10'- 0' MIN. CLEAR 114 10 O' MIN.OLEAR MIN F corvcne*rve` PAU0 2—`— 3 - L S L2 IL J 4GTNNGT 6.-5. W FMEMNGNDINSp11G SECTION 26, T 36 S, R 40 E 10' x 10' DUMPSTER DETAIL NTS LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN ST. LUCIE GARDENS SUBDIVISION, SECTION 26 TOWNSHIP 36 SOUTH, RANGE 40 EAST BLOCK 3, AND THAT PART OF LOTS 3 AND 4, WHICH ARE DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY No. 1 AND THE WESTERLY LINE OF SAID LOT 3, THENCE RUN NORTH 00"01'49" EAST, ALONG THE WEST LINE OF SAID LOT 3, FOR A DISTANCE OF 238.43 FEET TO THE NORTH LINE OF THE SOUTH HALF OF LOT 3; THENCE SOUTH 89'42'11" EAST, ALONG THE SAID NORTH LINE OF THE SOUTH HALF OF SAID LOT 3, FOR A DISTANCE OF 271.03 FEET; THENCE NORTH 27°31'40" WEST, FOR A DISTANCE OF 205.85 I FEET TO A POINT; THENCE SOUTH 62°28'20" WEST, FOR A DISTANCE OF 350.00 FEET TO A POINT OF INTERSECTION WITH THE SAID EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY No. 1; THENCE SOUTH 27"31' 40" EAST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, FOR A DISTANCE OF 290.72 FEET TO THE POINT OF BEGINNING. I THERE IS A BLANKET EASEMENT FOR THE ENTIRE PROPERTY RECORDED IN O.R. BOOK 997, PG. 2763, PUBLIC RECORDS OF ST. LUCIE COUNTY. SECTION 26, TOWNSHIP 36 SOUTH, RANGE 40 EAST CONTAINING 54, 589 S.F., 1.253 ACRES PARCEL ID #: 3414-501-1903-200-7 PROJECT NAME: COASTAL FLOORS & GRANITE SOUTH U. S. HIGHWAY NO. 1 PORT ST. LUCIE, FL 34946 10' PROPOSED CONCl _ OWNER/DEVELOPER: PALM PARK CENTER, LLC. DUMPSTER PAD 6' 1 2525 S.E. FEDERAL HIGHWAY HIGH MASONRY LL '` STUART, FL 34994 OPAQUE GATES SEE DETAIL) SITE DATA I Opl FUTURE LAND USE: COM N ZONING: CG IGROSS SITE AREA 54,589 S.F. (1,253 AC) = 100.00% 1 ' IMPERVIOUS AREA 27,390 S.F. (0.629 AC) = 50.17% I PROPOSED BUILDING 8,465 S.F. (0.194 AC) = 15.50% h PROPOSED PAVEMENT 18,925 S.F. (0.434 AC) = 34.67% 8 6 ryIPERVIOUSAREA ( OPEN SPACE): 27,199 S.F. (0.624 AC) = 49.83°/B 10, 00 BUILDING DATA: N ut RETAIL AREA 8,465 S.F. BUILDING HEIGHT: w ONE STORY (HEIGHT OF 25 FT.) a CODE ALLOWABLE MAX. HT. 60 FT.) TO BUILDING SETBACKS (CG): CD FRONT: 25 FT. CI' m SIDE: 10 FT. DIN GB SIDE CORNER: 20 FT. K A PLUS STORAGE REAR: 20 FT. FUTURE LAND USE: COM ZONING: CG PROVIDER OF UTILITIES: I WATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT WASTEWATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT I PARKING CALCULATIONS: PARKING REQUIRED: 3 SPACES / 1,000 S.F. CARPET STORE (RETAIL) 8,465 x 3 / 1,000 = 25 SPACES PARKING REQUIRED = 25 SPACES (2 HC) PARKING PROVIDED = 24 SPACES (2 HC) A REDUCTION IS REQUESTED PER SECT. 7.06.01(F) DLLY TRAFFIC STATEMENT: UNK INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, BIT EDITION FURNITURE STORE ( 890) AVERAGE RATES UTILIZED) AVERAGE RATE PROJECT S.F. TRIPS 0 WEEKDAY DAILY TRIPS: FURNITURE STORE ( 890) 5.06/1,000 S.F. x 8,465 S.F. = 42.83 A.M. PEAK HOUR TRIPS: FURNITURE STORE ( 890) 0.40/1,000 S.F. x 8,465 S.F. = 3,39 P M PEAK HOUR TRIPS' LEGEND EXISTING GRADE ELEVATION T/CURB 16.03 PROPOSED ELEVATION 15.53 H.P. = HIGH POINT) B/CURB OPIPE INTERFERENCE POINTS IIK _ RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35.6 ---- ELEVATION IjFDOT MITERED END 1_JSECTIONOAKTREE PINE TREE WOOD POWER POLE U.E. UTILITY EASEMENT PROPOSED LIGHTING ttrCr PROPOSED PAVEMENT PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE yg FURNITURE STORE (890) 0.53/1,000 S.F. x 8,465 S.F. = 4.49 5 PERMITS REQUIRED: SLC STORMWATER PERMIT SFWMD WATER USE FOR IRRIGATION WELL FDOT DRAINAGE CONNECTION PERMIT FDOT DRIVEWAY PERMIT PSLUSD PERMIT TO CONNECT DRAINAGE SYSTEM: DRAINAGE SYSTEM WILL CONSIST OF DRY DETENTION AREA WITH DISCHARGE TO THE ROAD SWALE ON U.S. HIGHWAY #1. SFWMD CRITERIA FOR WATER QUALITY 20' I. E.E. o AND QUANTITY TREATMENT WILL BE PROVIDED. ST. LUCIE COUNTY O.R. BK. 3354 PG. 1524 N DEVELOPMENT SCHEDULE: BEGIN CONSTRUCTION: JULY 2016 END CONSTRUCTION: 120 DAYS 3 THISPROJECT IS SUBJECT TO THE COMMUNITY ARCHITECTURAL STANDARDS IN LDC SECTION 7. 10.24. ALL UTILITIES SHALL BE UNDERGROUND. IS V ZA v10 Vi ZM ui W ED V U zz Z V O<''N r 1 LOoF JNd- N o< LjJ W r1 CKMI m Q W Y c) Z Z Z) LLI ti 00 V N Z W rnl— x aad m0ILL. fZ W U IY a O] C Q, Mf tZ7 3 3 c w v O N V Q N WO m y J WW J NQ y ON wUU UU s Wrc z z y M Z 6ax am N y+ O N W0X xW z Ui 0 LL a O O 0 a sbb O O FT. I phone' a. W M W J N j, EILue ( WE) i GfJ pp 15-256 2OF10 f GENERAL NOTES: 1. REFER TO FDOT 2016 DESIGN STANDARDS FOR MOT INDEX NUMBERS 611-613 0 10 IN FEET ) 1 inch = 10 ft. DATUM: ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. LEGEND EXISTING GRADE ELEVATION T/CURB 16.03 PROPOSED ELEVATION 15.53 H.P. =HIGH POINT) B/CURB O PIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35.6 --- ELEVATION FDOT MITERED END SECTION OAKTREE PINE TREE I^ i WOOD POWER POLE U.E. UTILITY EASEMENT h } v'. PROPOSED PAVEMENT q::: PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE Y rc Z V Z C0 ZW° WW0f— 0 Z 2 V NLL ` WZ)Ln Z O"'Z NLo Z F N -,I- UN - W I— w N N o W (/) Y W C I CNO o Z Z 5 iN of W C 00 U ®tea c:r- aQZMO ( ao W o LL aw mF wU Lu 0 0 3 v, T w a b n La FT. Z Q j Li Z LO r O m w 0 NEDY, P.E. ; a STATE C* ul CEgCO 15-256 3OF10 0 LL N Z W J I AR i 5 i INSTALL 24" STOP BAR WITH a STOP SIGN (R1 1) PER FDOT OA n INDEX 17346 (TYP) i INSTALL DETECTABLE WARNINGS PER FDOT INDEX 304 (typ) y I I + i 8ENCHMARK#1 ELEV. = 14 83, N A.V.D 1988 LL I II INSTALL DETECTABLE WARNINGS b PER FDOT INDEX 304 (typ) III III INSTALL DETECTABLE WARNINGS F PER FDOT INDEX 304 (typ) S m i i I I Ln 6ti I ;oE ()5 b !Iti E ti SITYKEN INSTALL WHITE PROPERTY b0 DIRECTIONAL (VACANT) ARROWS (typ) I I I.BK. EX. BILLBOARD y'S^O• EX E.33 +O. 3373 PA E 285] INSTALL 29 LF DOUBLE Q YELLOW STRIPING PER I FDOT INDEX 17346 (TYP) I A a I ( ^h +^ +^ 15 EX. FIRE y HYDRANT w e wl I b LL , EX SSMH l i ^^ K ? ofI LID EL. 1482 31 a EX S x 10 80X CULVERT I i i 0 5 +^ Nv I ( ^ h BENCHMARK#2 `3 ELEV. = 15.67 Z N.A.V.D 198888 S O INSTALL STOP BAR & STOP SIGN PER MUTCD R1-1 PER FDOT INDEX 17346 (TYP) 5. ^b'h 50 + PROPOSED s BUILDING +^ s7 s + + ss yy ,°• +Q yg FLOOR AREA - 8,465 S.F. II Off: (s'i° p+tl,''+^° j' ^5g0 F.F.E. = 17.03 N.A.V.D. ii 3 hO PROPERTY CORNER +^^' STA. 0+00.00 PROPERTY LINE = BASE LINE) Ism is, It i+iti'k Isati+k s pft (sI F" r, ' I i j4 E gg vn I E+I IILN,s,§(6 (i+MI€TI /y^b' ()I.ii 3m=im/INSTALL DETECTABLE WARNINGS+^`L' O,kI?"(1) ;+(}i'd',I 4 s PER FDOT INDEX 304 (typ) INSTALL HANDICAP PARKING STALL STRIPING - PER FDOT INDEX 17355 (typ) E.X. 18" PINE r INSTALL PEDESTRIANCROSSWALK STRIPINGOPERFDOTINDEX17346 (typ) PARKING STALL STRIPING RT INDEX 17346 (typ) V \ 4, h EX. 25' HOLLY MULTI -TRUNK 1 0`56 N n lk ro0 ory 6. 5 E: Tl tljl 6 bt" \+^\ F.F, NQZ I00 I EXISTINGDRAINAGEAREA 1 00 ^b A`5 ti6 X. CONCRETHEADWALLWEIR INSTALL PARKING STALL STRIPING PER FDOT INDEX 17346 (typ) h0 O +^. y.+, r^ tip 6' t 4^ 0 10 IN FEET ) 1 inch = 10 ft. DATUM: ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988, TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. LEGEND EXISTING GRADE ELEVATION T/CURB 16.03 PROPOSED ELEVATION 15.53 H.P. = HIGH POINT) B/CURB OPIPE INTERFERENCE POINTS Z_ RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35.6-- ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U.E. UTILITY EASEMENT I} PROPOSED LIGHTING m PROPOSED PAVEMENT PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE I lY rc Z (j Z L1 Cl)to 7 O W L Q w w rn Lo a V Ln i Z Z UMNd o i Lo Z F Li LL LL CV 'It ONCN W W d I too W ( Y W bJNCNOo= Z ® Hw 00 I O U 0_ 0w < WCa cam- LLLL Q. 2 coF w U lY rc Z (j Z L1 Cl) to 7 O W L Q ww rn Lo a V Ln i Z Z UMNd o i Lo Z F Li LL LL CV 'It ON CN WW d I too W ( Y W bJ N CNOo= Z ® Hw 00 I O U 0_ 0w < W Ca cam- LLLL Q. 2 coF w U c a w ry rn Z a O 0aZJ 3 NZyNWzW K W Kf7 Z z tD rnzzaN 0OW W 0z O LL aa 0 06 Z a. VI Q e IrENNE Y, P.E.y'o 5 8 ggII, 1Eor 1 (i13KER COU T,' FT.'Fjl E fti1UB , phonee, pp. , 15-256 4 OF 10 Q 0 LL G r V LLI J m EX. SS MH RIM EL. 16.52 EX. GRINDER STATION LL o N INV. EL. 11.70 LAKES PLAZA RIM EL. 16.59 i W INV. E INV. EL. 1041 i . 0 ^$ E INV, E I BOTTOM INV. EL 6.48 I I S INV. EL. 10.41 (CORE) Kb' O ho a oA N ON U\ 1 STA. 5+45.00, R 'I I.00' i GRAVE SMH # 2 W/ COLLAR PER i .I( p b ^ 0 0CATCH BASIN SCHEDULE TY EL. 10.53 F.F.E. 16.93 BOX TYPE L. 10.58 ELEVATION FT. N.G.V.D. STRUCTURE PER F. D.O.T NO. RIM NORTH EAST SOUTH WEST BLEEDER VERFLO INDEX 232 COVER SD # 1 15.03 11.53 - 11.53 - - - C USF 6212 SO # 2 15.23 - - 11.53 11.53 - - 4'0 MANHOLE USE 170E GS EXISTING U.E. JUNCTION BOX - - - - - - - - OFL BK.1354 PAGE920 SD # 3 15.43 - 11.53 - 11.53 - - C USF 6212 SO # 4 15,13 - 11.53 9,03 - - - C USE 6212 SO # 5 15.53 9.03 - 11.53 - - - C USF 6212 PVC SDR-26 CS #1 1623 12.53 - 11.53 - 12.53 15.23 E USE 6300 SEWER @ 0.46% CONTROL STRUCTURE - - _ = - WEIR CREST 14.28 - - PSLUSD DETAIL WW-02 RIM EL 16.03 STA. 5+3563, R 20.00'zfiL SANITARY SEWER MANHOLE SCHEDULE yNWINV. EL 1046 I SE INV. EL 10.56 m TERMINAL C.O. (P.O.S.) INV. EL. 10.69 SEE SHEET 4) 10 LF 6" PVC SDR-26 x BLDG. SEWER @ 1.0 SMH# 1 15.64 NW 11.58 - - - - 4'0 MANHOLE USE 170E SMH 42 16.03 NW 10.45 BE 10.55 - - - - 4'0 MANHOLE USE 170E TO MANHOLE USF 170E n I EX. SPRINKLER BOX SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS N EX ELEC. BOX i SULLIVAN z PROPERTY VACANT) L i I I I z I I ryN fN ^ 01 257 LF 8" PVC SDR-26 EX. CURB INLET a '' ^- +'` GRAVITY SEWER @ 0.40% GRATE EL 13.75 .' o S 15 12 LF 6" PVC SDR-26 1 BLDG. SEWER @ 1.0% 7 I N Q EX. FIRE V I HYDRANT I I , I` TITEMS TO BE TESTED DENSITY L.B.R. THICKNESS MAX. SPACING MAX. SPACING MAX. SPACING LIN. FT. SQ.FT. LIN.FT. SQ.FT. LIN.FT. SQ,FT. COMPACTED OR STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 LIMEROCK BASE 300 10,000 300 10,000 SHELLROCK BASE 300 10,000 300 10,000 - ASPHALT PER INSP. PER INSP. D R i m STA. 4+08.72, R 20.00' NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" LL TERMINAL C.O. (P.O.S.) INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE y I 3 1 INV. EL. 11.19 OF THE RIGHT EDGE. Y I 6ry p (SEE SHEET 4) 6 y0SHYKEN III EXTEND 12" DRY WATER MAIN I 1 PROPERTY MINIMUM 3" BEYOND PAVEMENT L I 1 PLUG & CAP FOR FUTURE CONNECTION ',. I>, ' (VACANT) III II` 69 5 1 6 CONTRACTOR TO GRADE AT 4:1 SLOPE WITHIN A CONSTRUCTION j INSTALL 12 GATE I l ;.'IN . ' p g. EASEMENT. EASEMENT TO BE RECORDED WITH ST. LUCIE COUNTY n I RR VALVE W/ HDPE i + +^i -}-^ PRIOR TO COMMENCEMENT OF UTILITY INSTALLATION. I FUSIBLE ENDS i. SEE SECTION E-E ON PAVING, GRADING & DRAINAGE DETAIL SHEET. EX. 15' U.E. j I h I I , O.R, BK. 3373, PAGE 2657 Q + $ D 43 L I I TRANSITION FROM `I K.. b p M R (HOOD & GRATE) TYPE D-CURB TO TYPE `ti `5 zaaO9-I ^. ^M• EOP El, 15.23 3IF-CURB &GUTTER p' ^O' -- - SD #4 W INV. EL, 11.53 r x r O ! 0 I. 5' MIN. SEPARATION RIM EL. 15.13 E INV. EL. 11.53 Y w 3 t O t E INV. EL. 11.53 hEXISTINGS INV. EL, 9.03 BILLBOARDy 15.53 S STA 2+g4 22 R S 26 RETENTION SWALE INV. EL, 14.03 1INSTALL 20 LF 12" DRY WATER MAINi SMH #1 PER PSLUSD W W-02 Is s 15.75 O`L DR9 HDPE PIPE, PRESSURE CLASS 200 RIM EL. 15.64 i ( i. ,., O 1528 €fv 'sss s 9z ss lii.' s n.l 2.5' SEPARATION FROM PROPERTY NW INV. EL. 11.58:_" h .. p' ' , 'i '' qss i1 2's L LINE, MIN. 36" COVER, MAX. 60" COVER) - I i si ss E I +r' 1 3 4 2 L F!TYPE. F C1UR[71NSTALLFUSIBLEOC900FITTINGsr:; ' u I SAW CUT:& R MOVE 7 LF TYPE URB $ GUTTER '? 222 7 S BENCHMARK#1 y.;> 9 " I ELEV. = 14.83 N. A.V.D. 1988 , ., ,I ,,. 3 + C. O. II II ! -{-; I ' I I C. O. INV. EL. 11.72 . ` . 17.03 III. PSLUSD P.O.S. LL 15 75 15.78 rr INSTALL ADA TRUNCATED =s'•' I t ; 3 A"- s a DOME MATS (TYP) PER i 5.98 s' '! I U-' •, }$:73 .! i 1h' v r I FDOT INDEX 30400 O^` 01 .t of"nj -1d 2S 14' 250 '; 1 81 1 7343 sI s' "O 00 TRANSITION FROM x ( . TYPED -CURB TO TYPE F- CURB & GUTTER ( i • ''°Zo s ,'h ' a3 L s - p i rn,,, i' rYiAi4- I s l c I s 11 '. 16.73 i I 7 r16.23 id4AiiMATCH EX, INSTALL SILT FENCE BARRIER 40Y C.O. INV. EL. 13.78 7 T ( VERIFY W/ PLU IIVG PROPOSED y5 CONTRACTOR> 4 BUILDING y^ 4 FLOOR AREA = 8,465 S.F. h' ^ hob F.F.E. =017.03 N.A.V.D. O SIDEWALK ; 573 t11'I; 84ss E`i 7 I s'is KO- +. i I .. 1K d? s a 1 123 ii} 'Ili 16.73 e CONSTRUCT 270 LF 1 ' tSJ s ' ' sj. INSTALL POTABLE WELL 0 W_( 1 I s' Ii"" WITH PRIVATE METER PER I I 12" DRY WATER MAIN JM s 5 C900 PVC PIPE, DR18 PSLUSD UTILITY SERVICE 2. 5' SEPARATION FROM 2 50 s ! ' j s I+ AGREEMENT (BY OTHERS) PROPERTY LINE, MIN. 36" SD #5 COVER, MAX. COVER 60") p0 ^ 1 ('i"III' u € sii . 4`'RIM EL. 15.53 INSTALL SILT I t I" 593 I' 16.18 +^ N INV. EL. 9.03 FENCE BARRIER II S INV. EL. 12.53 I O p 1h+' 5' U.E ? MES INV. 1 EL. 12,53 EX. FIRE HYDRANTI vJ rr a 1 14.0 C ^ ti ` 5 ^J"J PrynJ 8 N. MES INV,V Z O S, ry EL. 12.53 14 L.F. 15" CPP @ 0.0% LU 1. CS # 1 EX SSMH n K6 CONTROLSTRUCTURE i1wRIMEL. 14.82 i K RIM EL. 16.23 i O NINV. EL. 12.53 15 L.F. 15„ S INV EL. 12.43 of y LL +' CPP @ 6.0/ BLEEDER EL. 12.53 MES INV. WEIR CREST EL. 14.28 Iry EL. 11.53 N'5 3 wo EX 5' x 10 BOX CULJERT IIJI OUTFALL TO EX. I' LJ FDOT BOX CULVERT 12" DRY WATER MAIN INV EL 6 76i I PLUG &CAP FOR N1, FUTURE COON SECTION I QI PROPERTY CORNER I s BENCHMARK#2 i.. WI, STA. 0+00.00 ELEV. 15.67 Ni (PROPERTY LINE =BASE LINE) N. A.V.D. 1968loop 0 0 33. 00' 7O 26' I.E.E. ST. LUCIE COUNTY O. R. BK. 3354^`PG. 1524 /3 a 59. 00' O 4 1 INSTALL IRRIGATION O`3® WELL•( BY OTHERS) +NI'* EX. 18' INp EN 256. 00' INGRESS/ EGRESS EASEMENT ( I.E.E,) DETAIL NOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX # 285.2 OPTION'B'. NOTE: ALL PSLUSD MAINS SHALL HAVE A 5' MINIMUM SEPARATION FROM ANY OTHER STRUCTURE. SIDEWALK SLOPES PER ADA LENGTH MAX. SLOPE LONGITUDINAL 6' 1:12 WITHOUT HANDRAILS 6' < 30' 1:12 HANDRAILS BOTH SIDES 0' < 50' 1:20 NO HANDRAILS SD # 2 (JUNCTION BOX) RIM EL. 15.33 N INV. EL. 11.53 S INV. EL. 11.53 0 0` 1 S 23 rt 4181 MES INV. EL. 12.53 51 O20' I.E.E. ST. LUCIE COUNTY O. R. BK. 3354 PG. 1524 230. 00' R3 EX. 25" LEGEND EXISTING GRADE ELEVATION T/ CURB 16. 03 PROPOSED ELEVATION 15. 53 H. P. = HIGH POINT) B/ CURB OPIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35. 6 -" ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U. E. UTILITY EASEMENT I} PROPOSED LIGHTING SA IFtII' Gi PROPOSED PAVEMENT tknjil43 ;; PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE 0 SO IN FEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15. 33 5 6• ' 7 E 5. LOCATION OF DRAINAGE STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO I ^ pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15. 33 tv' /bti'S \+A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1'y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND ,v0° j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVERED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED ryPOLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). 6"' 1 QNO' 10. ALL INLETS SHALL BE TYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M. U.T,C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913-01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. NHEADWALLWEIR14. MES INDICATES MITERED END SECTION PER F.D.O.T. INDEX #272. INSTALL SILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX #106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0) wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v'o W (1) YNNCO o a= Z o WCp0w ' + L co0 m U 3 a n C' a m m Sc w z 3 0Z S 5 w >a y O J Jmmm w m < n IL a a m m ro YqmorczdcJ `A y a ui0ui y o a o a, U J W a m o 9 z .w z o a z E, y w w w z w n ry K K KKNOhh t0 N C'1 0 0 0 0 0 0 w Nil NI J r N3 11 Z IN z Ed r a 0 r [ L Zi r • IN 11 1 ml IN; r LrIN r L IN L r L sl ICI 9 EN ErtY, P E t o STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$ 14#,55 ,N/1111a11AV® 15-256 5 OF 10 J m PSLUSD DETAIL WW- 02 RIM EL 16. 03 STA. 5+3563, R 20.00'zfiL SANITARY SEWER MANHOLE SCHEDULE y NW INV. EL 1046 I SE INV. EL 10.56 m TERMINAL C.O. (P.O.S.) INV. EL. 10. 69 SEE SHEET 4) 10 LF 6" PVC SDR-26 x BLDG. SEWER @ 1.0 SMH#1 15. 64 NW 11.58 - - - - 4'0 MANHOLE USE 170E SMH 42 16. 03 NW 10.45 BE 10.55 - - - - 4'0 MANHOLE USE 170E TO MANHOLE USF 170E n I EX. SPRINKLER BOX SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS N EX ELEC. BOX i SULLIVAN z PROPERTY VACANT) L i I I I z I I ryN f N ^01257 LF 8" PVC SDR-26 EX. CURB INLET a '' ^- +'` GRAVITY SEWER @ 0.40% GRATE EL 13. 75 .' o S 15 12 LF 6" PVC SDR-26 1 BLDG. SEWER @ 1.0% 7 I N Q EX. FIRE V I HYDRANT I I , I` T ITEMS TOBE TESTED DENSITY L.B.R. THICKNESS MAX. SPACING MAX. SPACING MAX. SPACING LIN.FT. SQ. FT. LIN.FT. SQ.FT. LIN.FT. SQ,FT. COMPACTED OR STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 LIMEROCK BASE 300 10,000 300 10,000 SHELLROCK BASE 300 10,000 300 10,000 - ASPHALT PER INSP. PER INSP. D R i m STA. 4+08.72, R 20.00' NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" LL TERMINAL C. O. (P.O.S.) INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE y I 3 1 INV. EL. 11.19 OF THE RIGHT EDGE. Y I 6ry p (SEE SHEET 4) 6 y0SHYKEN II I EXTEND12" DRY WATER MAIN I 1 PROPERTY MINIMUM 3" BEYOND PAVEMENT L I 1 PLUG & CAP FOR FUTURE CONNECTION ',. I>, ' (VACANT) III II` 69 5 1 6 CONTRACTOR TO GRADE AT 4:1 SLOPE WITHIN A CONSTRUCTION j INSTALL 12 GATE I l ;.'IN . ' p g. EASEMENT. EASEMENT TO BE RECORDED WITH ST. LUCIE COUNTY n I RR VALVE W/ HDPE i + +^i -}-^ PRIOR TO COMMENCEMENT OF UTILITY INSTALLATION. I FUSIBLE ENDS i. SEE SECTION E-E ON PAVING, GRADING & DRAINAGE DETAIL SHEET. EX. 15' U. E. j I h I I , O.R, BK. 3373, PAGE 2657 Q + $D 43 L I I TRANSITION FROM `I K.. b p M R (HOOD & GRATE) TYPE D-CURB TO TYPE `ti `5 z a aO9-I ^. ^M• EOP El, 15.23 3 I F-CURB &GUTTER p' ^O' -- - SD #4 W INV. EL, 11.53 r x r O ! 0 I. 5' MIN. SEPARATION RIM EL. 15.13 E INV. EL. 11.53 Y w 3 t O t E INV. EL. 11.53 h EXISTING SINV. EL, 9.03 BILLBOARD y 15.53 S STA 2+ g4 22 R S 26 RETENTION SWALE INV. EL, 14.03 1 INSTALL 20LF 12" DRY WATER MAINi SMH #1 PER PSLUSD W W-02 Is s 15.75 O`L DR9 HDPE PIPE, PRESSURE CLASS 200 RIM EL. 15.64 i ( i. ,., O 1528 €fv 'sss s 9z ss lii.' s n.l 2.5' SEPARATIONFROMPROPERTYNWINV. EL. 11.58:_" h .. p' ' , 'i '' qss i1 2's L LINE, MIN. 36" COVER, MAX. 60" COVER) - I i si ss E I +r' 1 3 4 2 L F!TYPE. F C1UR[71NSTALLFUSIBLE O C900FITTINGsr:; ' u I SAW CUT:& R MOVE 7 LF TYPE URB $ GUTTER '? 222 7 S BENCHMARK# 1 y.;> 9 " I ELEV. = 14. 83 N.A.V. D. 1988 , ., ,I ,,. 3 + C.O. II I I ! -{-; I ' I IC. O. INV. EL. 11.72 . ` . 17.03 III. PSLUSD P.O.S. LL 15 75 15.78 rr INSTALL ADA TRUNCATED = s'•' I t ; 3 A"- s a DOME MATS ( TYP) PER i 5.98 s' '! I U-' •, }$:73 .!i 1h' v r I FDOT INDEX 30400 O^` 01 .t of"nj -1d 2S 14' 250 ';1 81 1 7343 sI s' "O 00 TRANSITION FROM x ( . TYPED -CURB TO TYPE F-CURB & GUTTER ( i • ''°Zo s ,'h ' a3 L s - p i rn,,, i' rYiAi4- I s l c I s 11 '. 16.73 i I 7 r 16.23id4Aii MATCH EX, INSTALL SILT FENCE BARRIER 40Y C.O. INV. EL. 13.78 7 T (VERIFY W/ PLU IIVG PROPOSED y5 CONTRACTOR> 4 BUILDING y^4 FLOOR AREA = 8,465 S.F. h' ^hob F. F.E. =017.03 N.A.V.D. O SIDEWALK ; 573 t11' I; 84ss E`i 7 I s'is KO- +. i I .. 1K d? s a 1 123 ii} 'Ili 16.73 e CONSTRUCT 270 LF 1 ' tSJ s ' ' sj. INSTALL POTABLE WELL 0 W_( 1 I s' Ii"" WITH PRIVATE METER PER I I 12" DRY WATER MAIN JM s 5 C900 PVC PIPE, DR18 PSLUSD UTILITY SERVICE 2.5' SEPARATION FROM 2 50 s ! ' j s I+ AGREEMENT (BY OTHERS) PROPERTY LINE, MIN. 36" SD #5 COVER, MAX. COVER 60") p0 ^ 1 ('i"III' u € sii . 4`'RIM EL. 15.53 INSTALL SILT I t I" 593 I' 16.18 +^ N INV. EL. 9.03 FENCE BARRIER II S INV. EL. 12.53 I O p 1h+' 5' U.E ? MES INV. 1 EL. 12, 53 EX. FIRE HYDRANT I vJrr a 1 14. 0 C ^ti `5 ^ J" J PrynJ 8 N. MES INV, V Z O S, ry EL. 12.53 14 L.F. 15" CPP @ 0. 0% LU 1. CS # 1 EX SSMH n K6 CONTROLSTRUCTURE i 1 wRIMEL. 14.82 i K RIM EL. 16. 23 i O NINV. EL. 12.53 15 L.F. 15„ S INV EL. 12.43 of y LL +' CPP @ 6.0/ BLEEDER EL. 12.53 MES INV. WEIR CREST EL. 14.28 I ry EL. 11. 53 N'5 3 wo EX 5' x 10 BOX CULJERT IIJI OUTFALL TO EX. I' LJ FDOT BOX CULVERT 12" DRY WATER MAIN INV EL 6 76i I PLUG &CAP FOR N1, FUTURE COON SECTION I QI PROPERTY CORNER I s BENCHMARK# 2 i.. WI, STA. 0+00.00 ELEV.15.67 Ni (PROPERTY LINE =BASE LINE) N.A.V. D. 1968loop 0 0 33. 00' 7O 26' I. E. E. ST. LUCIE COUNTY O.R. BK. 3354^`PG. 1524 /3 a 59.00' O 4 1 INSTALL IRRIGATION O` 3® WELL•(BY OTHERS) + NI'* EX. 18' INp E N 256.00' INGRESS/ EGRESS EASEMENT ( I.E. E,) DETAIL NOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION'B'. NOTE: ALL PSLUSD MAINS SHALL HAVE A 5' MINIMUM SEPARATION FROM ANY OTHER STRUCTURE. SIDEWALK SLOPES PER ADA LENGTH MAX. SLOPE LONGITUDINAL 6' 1:12 WITHOUT HANDRAILS 6' < 30' 1: 12 HANDRAILS BOTH SIDES 0' < 50' 1: 20 NO HANDRAILS SD #2 (JUNCTION BOX) RIM EL. 15. 33 N INV. EL. 11.53 S INV. EL. 11.53 0 0`1 S 23 rt 4181 MES INV. EL. 12.53 51 O 20' I.E. E. ST. LUCIE COUNTY O.R. BK. 3354 PG. 1524 230.00' R3 EX. 25" LEGEND EXISTING GRADE ELEVATION T/CURB 16. 03 PROPOSED ELEVATION 15.53 H. P. = HIGH POINT) B/CURB OPIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35. 6 -" ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U.E. UTILITY EASEMENT I} PROPOSED LIGHTING SA IFtII'Gi PROPOSED PAVEMENT tknjil43 ;; PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE 0 SO IN FEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15.33 5 6• ' 7 E5. LOCATION OF DRAINAGE STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO I ^pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15.33 tv' / bti'S \+A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1' y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^ O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND ,v0°j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVEREDCORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED ry POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). 6"' 1 Q NO' 10. ALL INLETS SHALL BE TYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M.U. T, C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913-01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. N HEADWALL WEIR14. MESINDICATES MITERED END SECTION PER F.D.O.T. INDEX #272. INSTALL SILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX #106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE ( PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0) wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v'o W (1) YNNCO o a= Z o W C p0w ' + L co 0 m U 3 a n C' a m m Sc w z 3 0 Z S5 w >a y O J J m mmwm < n IL a a m m ro Y q morczdcJ `A yaui 0 uiyo a oa, U J W a m o 9 z . w z o a z E, y w w w z w n ry K K K K NOhht0N C'1 0 0 0 0 0 0 w Nil NI J r N3 11 Z IN z Ed r a 0 r [ L Zi r • IN 11 1 ml IN; r Lr IN rL IN L r L sl ICI 9 EN ErtY, P E t o STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$14#,55 , N/1111a11AV® 15-256 5 OF 10 J m n I EX. SPRINKLER BOX SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS N EX ELEC. BOX i SULLIVAN z PROPERTY VACANT) L i I I I z I I ryN f N ^01 257 LF8" PVC SDR-26 EX. CURB INLET a '' ^- +'` GRAVITY SEWER @ 0.40% GRATE EL 13.75 .' o S 15 12 LF 6" PVC SDR- 26 1 BLDG. SEWER @ 1. 0% 7 I N Q EX. FIRE V I HYDRANT I I , I` T ITEMS TO BE TESTEDDENSITY L.B.R. THICKNESS MAX. SPACING MAX. SPACING MAX. SPACING LIN.FT. SQ.FT. LIN. FT. SQ.FT. LIN.FT. SQ,FT. COMPACTED OR STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 LIMEROCK BASE 300 10,000 300 10,000 SHELLROCK BASE 300 10,000 300 10,000 - ASPHALT PER INSP. PER INSP. D R i m STA. 4+08. 72, R 20.00' NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" LL TERMINAL C.O. (P. O.S.) INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE y I 3 1 INV. EL. 11.19 OF THE RIGHT EDGE. Y I 6ry p (SEE SHEET 4) 6 y0SHYKEN II I EXTEND 12" DRYWATER MAIN I 1 PROPERTY MINIMUM 3" BEYOND PAVEMENT L I 1 PLUG & CAP FOR FUTURE CONNECTION ',. I>, ' (VACANT) III II` 69 5 1 6 CONTRACTOR TO GRADE AT 4:1 SLOPE WITHIN A CONSTRUCTION j INSTALL 12 GATE I l ;.'IN . ' p g. EASEMENT. EASEMENT TO BE RECORDED WITH ST. LUCIE COUNTY n I RR VALVE W/ HDPE i + +^i -}-^ PRIOR TO COMMENCEMENT OF UTILITY INSTALLATION. I FUSIBLE ENDS i. SEE SECTION E-E ON PAVING, GRADING & DRAINAGE DETAIL SHEET. EX. 15' U.E. j I h I I , O. R, BK. 3373, PAGE 2657 Q + $D 43 L I I TRANSITION FROM ` I K.. b p M R (HOOD & GRATE) TYPE D-CURB TO TYPE ` ti `5 z a a O 9-I ^. ^M• EOP El, 15.23 3 I F-CURB &GUTTERp' ^O' -- - SD #4 W INV. EL, 11.53 r x r O ! 0 I. 5' MIN. SEPARATION RIM EL. 15.13 E INV. EL. 11.53 Y w 3 t O t E INV. EL. 11.53 h EXISTING S INV. EL, 9.03 BILLBOARD y 15.53 SSTA 2+g4 22 R S 26 RETENTION SWALE INV. EL, 14.03 1 INSTALL 20 LF 12" DRY WATER MAINi SMH #1 PER PSLUSD W W-02 Is s 15.75 O`L DR9 HDPE PIPE, PRESSURE CLASS 200 RIM EL. 15.64 i ( i. ,., O 1528 €fv ' sss s 9z ss lii.' s n.l 2.5' SEPARATION FROM PROPERTYNWINV. EL. 11.58:_" h .. p' ' , 'i '' qss i1 2's L LINE, MIN. 36" COVER, MAX. 60" COVER) - I i si ss E I + r' 1 3 4 2 L F!TYPE. F C1UR[71NSTALLFUSIBLE O C900 FITTING sr:; ' uISAW CUT:& R MOVE 7 LF TYPE URB $ GUTTER '? 222 7 S BENCHMARK#1 y.;> 9 " I ELEV. = 14.83 N. A.V.D. 1988 , ., , I ,,. 3 + C.O. II I I ! -{-; I ' I IC.O. INV. EL. 11. 72 . ` . 17.03 III. PSLUSD P.O.S. LL 15 75 15.78 rr INSTALL ADA TRUNCATED =s'•' I t ; 3 A"- s a DOME MATS (TYP) PER i 5.98 s' '! I U-' •, }$:73 .!i 1h' v r I FDOT INDEX 30400 O^` 01 .t of"nj -1d 2S 14' 250 ';1 81 1 7343 sI s' "O 00 TRANSITION FROM x ( . TYPED -CURB TO TYPE F-CURB & GUTTER ( i • ''°Zo s ,'h ' a3 L s - p i rn,,, i' rYiAi4- I s l c I s 11 '. 16. 73 i I 7 r 16. 23 id4Aii MATCHEX, INSTALL SILTFENCE BARRIER 40Y C.O. INV. EL. 13.78 7 T (VERIFY W/ PLU IIVG PROPOSED y5 CONTRACTOR> 4 BUILDING y^4 FLOOR AREA = 8, 465 S.F. h' ^hob F.F.E. = 017.03 N.A.V.D. O SIDEWALK ; 573 t11'I; 84ss E`i 7 I s'is KO- +. i I .. 1K d? s a 1 123 ii} 'Ili 16.73 e CONSTRUCT 270 LF 1 ' tSJ s ' ' sj. INSTALL POTABLE WELL 0 W_( 1 I s' Ii"" WITH PRIVATE METER PER I I 12" DRY WATER MAIN JM s 5 C900 PVC PIPE, DR18 PSLUSD UTILITY SERVICE 2.5' SEPARATION FROM 2 50 s ! ' j s I+ AGREEMENT (BY OTHERS) PROPERTY LINE, MIN. 36" SD # 5 COVER, MAX. COVER 60") p0 ^ 1 ('i"III' u € sii . 4`'RIM EL. 15.53 INSTALL SILT I t I" 593 I' 16.18 +^ N INV. EL. 9.03 FENCE BARRIER II S INV. EL. 12. 53 I O p 1h+' 5' U.E ? MES INV. 1 EL. 12,53 EX. FIRE HYDRANT I vJ rr a1 14.0 C ^ ti ` 5 ^J"J PrynJ 8 N. MES INV,V Z O S, ry EL. 12.53 14 L.F. 15" CPP @ 0.0% LU 1. CS #1 EX SSMH n K6 CONTROLSTRUCTURE i 1 w RIM EL. 14.82 i K RIM EL. 16.23 i O NINV. EL. 12. 53 15 L.F. 15„ S INV EL. 12.43 of y LL +' CPP @ 6. 0/ BLEEDER EL. 12.53 MES INV. WEIR CREST EL. 14.28 I ry EL. 11.53N' 5 3 wo EX 5' x 10 BOX CULJERT IIJI OUTFALL TO EX. I' LJ FDOT BOX CULVERT 12" DRY WATER MAIN INV EL 6 76i I PLUG &CAP FOR N1, FUTURE COON SECTION I QI PROPERTY CORNER I s BENCHMARK#2 i.. WI, STA. 0+00.00 ELEV.15.67 Ni (PROPERTY LINE =BASE LINE) N.A.V.D. 1968loop 0 0 33.00' 7O 26' I. E.E. ST. LUCIE COUNTY O.R. BK. 3354^`PG. 1524 /3 a 59.00' O 4 1 INSTALL IRRIGATION O` 3® WELL•( BY OTHERS) +NI'* EX. 18' INp E N 256.00' INGRESS/EGRESS EASEMENT ( I.E. E,) DETAIL NOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION'B'. NOTE: ALL PSLUSD MAINS SHALL HAVE A 5' MINIMUM SEPARATION FROM ANY OTHER STRUCTURE. SIDEWALK SLOPES PER ADA LENGTH MAX. SLOPE LONGITUDINAL 6' 1:12 WITHOUT HANDRAILS 6' < 30' 1:12 HANDRAILS BOTH SIDES 0' < 50' 1:20 NO HANDRAILS SD #2 (JUNCTION BOX) RIM EL. 15.33 N INV. EL. 11.53 S INV. EL. 11.53 0 0`1 S 23 rt 4181 MES INV. EL. 12. 53 51 O 20' I.E. E. ST. LUCIE COUNTY O.R. BK. 3354 PG. 1524 230.00' R3 EX. 25" LEGEND EXISTING GRADE ELEVATION T/ CURB 16.03 PROPOSED ELEVATION 15. 53 H.P. = HIGH POINT) B/ CURB OPIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35.6 -" ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U.E. UTILITY EASEMENT I} PROPOSED LIGHTING SA IFtII' Gi PROPOSED PAVEMENT tknjil43 ;; PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE 0 SO IN FEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15.33 5 6• ' 7 E 5. LOCATIONOF DRAINAGE STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO I ^pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15.33 tv' /bti'S \+ A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1'y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND ,v0°j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVERED CORRUGATED METALPIPE. CAP CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED ry POLYETHYLENE PIPE (N12) MANUFACTUREDBY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). 6"' 1 Q NO' 10. ALL INLETSSHALLBE TYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M.U.T,C. D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913-01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. N HEADWALL WEIR 14. MESINDICATESMITEREDEND SECTION PER F.D.O.T. INDEX #272. INSTALL SILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX #106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0)wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v' o W (1) YNNCO o a= Z o W C p0 w ' + Lco0m U 3a n C' a m m Sc w z 3 0 Z S 5 w >a y O J J m m m wm < n IL a a m m ro Y q m o rczdcJ `A yaui0ui y o a o a, UJW a m o 9 z . w z o a z E, y w w w z w n ry K K K K N O hht0NC'1 0 0 0 0 0 0 w Nil NI J r N3 11 Z IN z Ed r a 0 r [L Zi r • IN 11 1 ml IN; r Lr IN r L INL r L sl ICI 9 EN ErtY, P E t o STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$14#,55 ,N/1111a11AV® 15-2565OF10J m ITEMS TO BE TESTED DENSITY L. B. R. THICKNESS MAX. SPACING MAX. SPACING MAX. SPACING LIN. FT. SQ.FT. LIN.FT. SQ. FT. LIN.FT. SQ,FT. COMPACTED OR STABILIZED SUBGRADE 300 10,000 300 10, 000 300 10,000 LIMEROCK BASE 300 10,000 300 10, 000 SHELLROCK BASE 300 10,000 300 10, 000 - ASPHALT PER INSP. PER INSP. D R i m STA. 4+08. 72, R 20.00' NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" LL TERMINAL C.O. (P.O.S.) INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE y I 3 1 INV. EL. 11. 19 OF THE RIGHT EDGE. Y I 6ry p (SEE SHEET 4) 6 y0SHYKEN II I EXTEND 12" DRY WATER MAINI 1 PROPERTY MINIMUM 3" BEYOND PAVEMENT L I 1 PLUG & CAP FOR FUTURE CONNECTION ',. I>, ' (VACANT) III II` 69 5 1 6 CONTRACTOR TO GRADE AT 4:1 SLOPE WITHIN A CONSTRUCTION j INSTALL 12 GATE I l ;.'IN . ' p g. EASEMENT. EASEMENT TO BE RECORDED WITH ST. LUCIE COUNTY n I RR VALVE W/ HDPE i + +^ i -}-^ PRIOR TO COMMENCEMENT OF UTILITY INSTALLATION. I FUSIBLE ENDS i. SEE SECTION E- E ON PAVING, GRADING & DRAINAGE DETAIL SHEET. EX. 15' U.E. j I h I I , O.R, BK. 3373, PAGE 2657 Q + $D 43 L I I TRANSITION FROM ` I K.. b p M R (HOOD & GRATE) TYPE D-CURB TO TYPE `ti `5 z a a O 9-I ^. ^M• EOP El, 15.23 3 I F-CURB &GUTTER p' ^O' -- - SD #4 W INV. EL, 11.53 r x r O ! 0 I. 5' MIN. SEPARATION RIM EL. 15.13 E INV. EL. 11.53 Y w 3 t O t E INV. EL. 11.53 h EXISTING S INV. EL, 9.03BILLBOARDy 15.53 S STA 2+g4 22 R S 26 RETENTION SWALE INV. EL, 14.03 1 INSTALL 20 LF 12" DRY WATERMAINi SMH #1 PER PSLUSD W W-02 Is s 15.75 O`L DR9 HDPE PIPE, PRESSURE CLASS 200 RIM EL. 15.64 i ( i. ,., O 1528 €fv 'sss s 9z ss lii.' s n.l 2.5' SEPARATION FROM PROPERTY NW INV. EL. 11.58:_" h .. p' ' , 'i '' qss i1 2's L LINE, MIN. 36" COVER, MAX. 60" COVER) - I i si ss E I +r' 1 3 4 2 L F!TYPE. F C1UR[71NSTALLFUSIBLE O C900 FITTING sr:; ' u ISAWCUT:& R MOVE 7 LF TYPE URB $ GUTTER '? 222 7 S BENCHMARK#1 y.;> 9 " I ELEV. = 14.83 N.A.V. D. 1988 , ., ,I ,,. 3 + C.O. II I I ! -{-; I ' I I C.O. INV. EL. 11. 72 . ` . 17. 03 III. PSLUSD P.O.S. LL 157515.78 rr INSTALL ADA TRUNCATED =s'•' I t ; 3 A"- s a DOME MATS ( TYP) PER i 5. 98 s' '! I U-' •, }$:73 .!i 1h' v r I FDOT INDEX 30400 O^` 01 . t of"nj -1d 2S 14' 250 ';1 81 1 7343 sI s' " O 00 TRANSITION FROM x ( .TYPED -CURB TO TYPE F-CURB & GUTTER ( i • ''°Zo s ,'h ' a3 L s - p i rn,,, i' rYiAi4- I s l c I s 11 '. 16.73 i I 7 r 16.23 id4Aii MATCH EX, INSTALLSILT FENCE BARRIER40Y C.O. INV. EL. 13.78 7 T (VERIFY W/ PLU IIVG PROPOSED y5 CONTRACTOR> 4 BUILDING y^4 FLOOR AREA = 8,465 S. F. h' ^hob F.F.E. =017.03 N.A.V.D. O SIDEWALK ; 573 t11'I; 84ss E`i 7 I s'is KO- +. i I .. 1K d? s a 1 123 ii} 'Ili 16.73 e CONSTRUCT 270 LF 1 ' tSJ s ' ' sj. INSTALL POTABLE WELL 0 W_( 1 I s' Ii"" WITH PRIVATE METER PER I I 12" DRY WATER MAIN JM s 5 C900 PVC PIPE, DR18 PSLUSD UTILITY SERVICE 2.5' SEPARATION FROM 2 50 s ! ' j s I+ AGREEMENT (BY OTHERS) PROPERTY LINE, MIN. 36" SD #5 COVER, MAX. COVER 60") p0 ^ 1 ('i" III' u € sii . 4`'RIM EL. 15.53 INSTALL SILT I t I" 593 I' 16.18 +^ N INV. EL. 9.03 FENCE BARRIER II S INV. EL. 12.53 I O p 1h+' 5' U.E ? MES INV. 1 EL. 12,53 EX. FIRE HYDRANT I vJ rr a 1 14.0 C ^ti ` 5 ^ J" J PrynJ 8 N. MES INV,V Z O S, ry EL. 12.53 14 L.F. 15" CPP @ 0. 0% LU 1. CS # 1 EX SSMH n K6 CONTROLSTRUCTURE i 1 w RIM EL. 14.82iKRIMEL. 16.23 i O NINV. EL. 12.53 15 L.F. 15„ S INV EL. 12.43 of y LL +' CPP @ 6.0/ BLEEDER EL. 12.53 MES INV. WEIR CREST EL. 14.28 I ry EL. 11.53 N'53 wo EX 5' x 10 BOX CULJERT IIJI OUTFALL TO EX. I' LJ FDOT BOX CULVERT 12" DRY WATER MAIN INV EL 6 76i I PLUG &CAP FOR N1, FUTURE COON SECTION I QI PROPERTY CORNER I s BENCHMARK# 2 i.. WI, STA. 0+ 00.00 ELEV.15.67 Ni (PROPERTY LINE =BASE LINE) N.A.V.D. 1968loop 0 0 33.00' 7O 26' I. E. E. ST. LUCIE COUNTY O.R. BK. 3354^` PG. 1524 /3 a 59.00' O 4 1 INSTALL IRRIGATION O`3® WELL•( BY OTHERS) + NI'* EX. 18' INp E N 256.00' INGRESS/EGRESS EASEMENT (I. E. E,) DETAIL NOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION'B'. NOTE: ALL PSLUSD MAINS SHALL HAVE A 5' MINIMUM SEPARATION FROM ANY OTHER STRUCTURE. SIDEWALK SLOPES PER ADA LENGTH MAX. SLOPE LONGITUDINAL 6' 1:12 WITHOUT HANDRAILS 6' < 30' 1:12 HANDRAILS BOTH SIDES 0' < 50' 1:20 NO HANDRAILS SD # 2 (JUNCTION BOX) RIM EL. 15. 33 N INV. EL. 11.53 S INV. EL. 11.53 0 0` 1 S 23 rt 4181 MES INV. EL. 12.53 51 O 20' I. E.E. ST. LUCIECOUNTY O.R. BK. 3354 PG. 1524 230. 00' R3 EX. 25" LEGEND EXISTING GRADE ELEVATION T/ CURB 16. 03 PROPOSED ELEVATION 15. 53 H. P. = HIGH POINT) B/ CURB OPIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35.6 -" ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U.E. UTILITY EASEMENT I} PROPOSED LIGHTING SA IFtII'Gi PROPOSED PAVEMENT tknjil43 ;; PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE 0 SO IN FEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15.33 5 6• ' 7 E 5. LOCATION OF DRAINAGESTRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO I ^pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15.33 tv' /bti'S \+A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1'y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F. D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND ,v0°j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVERED CORRUGATED METAL PIPE. CAPCORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED ry POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCEDDRAINAGE SYSTEMS, INC. (ADS). 6"' 1 Q NO' 10. ALL INLETS SHALL BETYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M.U.T,C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913- 01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. N HEADWALL WEIR 14. MES INDICATES MITEREDENDSECTIONPER F.D.O.T. INDEX #272. INSTALL SILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX #106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0)wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v'o W ( 1) YNNCO o a= Z o W C p0 w ' + L co 0m U 3 a nC' a m m Sc w z 3 0 Z S 5 w >a yO J J m m m w m < nILaa m m ro Y q m o rc z dcJ `A yaui0uiyo a oa, U J Wam o 9 z . w z o a z E, y w w w z w n ry K K K K N O h h t0NC'1 0 0 0 0 0 0 w Nil NI J r N3 11 Z IN z Ed r a 0 r [ L Zi r • IN 11 1 ml IN; r Lr IN r L IN L r L sl ICI 9 EN ErtY, P E t o STATE OF 19' 1 CKER COU T,' Z' FT. Vpowthon Yj$ 14#,55 ,N/1111a11AV® 15-256 5 OF10JmD R i m STA. 4+08. 72, R 20.00' NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" LL TERMINAL C.O. (P.O.S.) INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE y I 3 1 INV. EL. 11.19 OF THE RIGHT EDGE. Y I 6ry p (SEE SHEET 4) 6 y0SHYKEN II I EXTEND 12" DRY WATER MAIN I 1PROPERTY MINIMUM 3" BEYOND PAVEMENT L I 1 PLUG & CAP FOR FUTURE CONNECTION ',. I>, ' ( VACANT) III II` 69 5 1 6 CONTRACTOR TO GRADE AT 4:1 SLOPE WITHIN A CONSTRUCTION j INSTALL 12 GATE I l ;.'IN . ' p g. EASEMENT. EASEMENT TO BE RECORDED WITH ST. LUCIE COUNTY n I RR VALVE W/ HDPE i + +^i -}-^ PRIOR TO COMMENCEMENT OF UTILITY INSTALLATION. I FUSIBLE ENDS i. SEE SECTION E-E ON PAVING, GRADING & DRAINAGE DETAIL SHEET. EX. 15' U.E. j I h I I , O.R, BK. 3373, PAGE 2657 Q + $D 43 L I I TRANSITION FROM `I K.. b p M R (HOOD & GRATE) TYPE D-CURB TO TYPE `ti `5 z a a O 9-I ^. ^M• EOP El, 15.23 3 I F-CURB &GUTTER p' ^O' -- - SD #4WINV. EL, 11.53 r x r O ! 0 I. 5' MIN. SEPARATION RIM EL. 15.13 E INV. EL. 11.53 Y w 3 t O t E INV. EL. 11.53 h EXISTING S INV. EL, 9.03 BILLBOARD y15.53 S STA 2+g4 22R S 26 RETENTION SWALE INV. EL, 14.03 1 INSTALL 20 LF 12" DRY WATER MAINi SMH #1 PER PSLUSD W W-02 Is s 15.75 O`L DR9 HDPE PIPE, PRESSURE CLASS 200 RIM EL. 15. 64 i ( i. ,., O 1528 €fv 'sss s 9z ss lii.' s n.l 2.5' SEPARATION FROM PROPERTY NW INV. EL. 11.58:_" h .. p' ' , 'i '' qss i1 2's L LINE, MIN. 36" COVER, MAX. 60" COVER) - I i si ss E I +r' 1 3 4 2 L F!TYPE. F C1UR[ 71NSTALLFUSIBLE O C900 FITTING sr:; ' u I SAW CUT:& RMOVE7LF TYPE URB $ GUTTER '? 222 7 S BENCHMARK#1 y.;> 9 " I ELEV. = 14. 83 N.A.V.D. 1988 , ., , I ,,. 3 + C.O. II I I ! -{-; I ' I I C. O. INV. EL. 11.72 . ` . 17. 03 III. PSLUSD P.O.S. LL 15 75 15.78 rr INSTALL ADA TRUNCATED =s'•' I t ; 3 A"- s a DOME MATS (TYP) PER i 5.98 s' '! I U-' •, }$:73 .!i 1h' v r I FDOT INDEX 30400 O^` 01 .t of" nj -1d 2S 14' 250 ';1 81 1 7343 sI s' "O 00 TRANSITION FROM x ( .TYPED -CURB TO TYPE F-CURB & GUTTER ( i • ''° Zo s ,'h ' a3 L s - p i rn,,, i' rYiAi4- I s l c I s 11 '. 16.73 i I 7 r 16.23 id4Aii MATCH EX, INSTALL SILT FENCEBARRIER 40Y C.O. INV. EL. 13.78 7 T ( VERIFY W/ PLU IIVG PROPOSED y5 CONTRACTOR> 4 BUILDING y^4 FLOOR AREA = 8,465 S.F. h' ^ hob F.F.E. =017.03 N.A. V.D. O SIDEWALK ; 573 t11'I; 84ss E`i 7 I s'is KO- +. i I .. 1K d? s a 1 123 ii} ' Ili 16.73 e CONSTRUCT 270 LF 1 ' tSJ s ' ' sj. INSTALL POTABLE WELL 0 W_( 1 I s' Ii"" WITH PRIVATE METER PER I I 12" DRY WATER MAIN JM s 5 C900 PVC PIPE, DR18 PSLUSD UTILITY SERVICE 2. 5' SEPARATION FROM 2 50 s ! ' j s I+ AGREEMENT (BY OTHERS) PROPERTY LINE, MIN. 36" SD #5 COVER, MAX. COVER 60") p0 ^ 1 ('i"III' u € sii . 4`'RIM EL. 15.53 INSTALL SILT I t I" 593 I' 16.18 +^ N INV. EL. 9.03 FENCE BARRIER II S INV. EL. 12.53 I O p 1h+' 5' U.E ? MES INV. 1 EL. 12,53 EX. FIRE HYDRANT I vJ rr a 1 14. 0 C ^ti `5 ^J" J PrynJ 8 N. MES INV, V Z O S, ry EL. 12. 53 14 L. F. 15" CPP @ 0.0% LU 1. CS #1 EX SSMH n K6 CONTROLSTRUCTURE i 1 w RIM EL. 14.82 i KRIMEL. 16.23 i O NINV. EL. 12. 53 15 L.F. 15„ S INV EL. 12.43 of y LL +' CPP @ 6.0/ BLEEDER EL. 12. 53 MES INV. WEIR CREST EL. 14.28 I ry EL. 11.53 N'5 3 woEX 5' x 10 BOX CULJERT IIJI OUTFALL TO EX. I' LJ FDOT BOX CULVERT 12" DRY WATER MAIN INV EL 6 76i I PLUG &CAP FOR N1, FUTURE COON SECTION I QI PROPERTY CORNER I s BENCHMARK#2 i.. WI, STA. 0+00. 00 ELEV.15.67 Ni (PROPERTY LINE =BASE LINE) N. A.V.D. 1968loop 0 0 33.00' 7O 26' I.E.E. ST. LUCIE COUNTY O. R. BK. 3354^`PG. 1524 / 3 a 59. 00' O 4 1 INSTALL IRRIGATION O`3® WELL•(BY OTHERS) + NI'* EX. 18' INp E N 256.00' INGRESS/EGRESS EASEMENT (I. E.E,) DETAIL NOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION'B'. NOTE: ALL PSLUSD MAINS SHALL HAVE A 5' MINIMUM SEPARATION FROM ANY OTHER STRUCTURE. SIDEWALK SLOPES PER ADA LENGTH MAX. SLOPE LONGITUDINAL 6' 1:12 WITHOUT HANDRAILS 6' < 30' 1:12 HANDRAILS BOTH SIDES 0' < 50' 1:20 NO HANDRAILS SD #2 (JUNCTION BOX) RIM EL. 15.33 N INV. EL. 11.53 S INV. EL. 11. 53 0 0`1 S 23 rt 4181 MES INV. EL. 12.53 51 O 20' I. E.E. ST. LUCIE COUNTY O.R. BK. 3354 PG. 1524 230.00' R3 EX. 25" LEGEND EXISTING GRADE ELEVATION T/CURB 16. 03 PROPOSED ELEVATION 15.53 H. P. = HIGH POINT) B/CURB OPIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35. 6 -" ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U. E. UTILITY EASEMENT I} PROPOSED LIGHTING SA IFtII' Gi PROPOSED PAVEMENT tknjil43 ;; PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE 0 SO IN FEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4: 1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15.33 5 6• ' 7 E 5. LOCATION OF DRAINAGE STRUCTURES SHALLGOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO I ^pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15.33 tv' /bti'S \+A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1'y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F.D.O. T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND ,v0°j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVERED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUMPIPE. CPP INDICATES CORRUGATED ry POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. ( ADS). 6"' 1 Q NO' 10. ALL INLETS SHALL BE TYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M.U.T,C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913-01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. N HEADWALL WEIR 14. MES INDICATES MITERED END SECTIONPERF.D. O.T. INDEX #272. INSTALL SILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX #106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE ( BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE ( PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0)wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v'o W (1) YNNCO o a= Z o W C p0 w ' + L co 0 m U3anC' am m Sc w z 3 0 Z S 5 w > a y O JJ m m m w m < n IL aamm ro Y q m o rc z d c J `A yaui0uiyo a o a, UJW a mo9 z . w z o a z E, y w w w z w n ry K K K K N O h h t0 N C'1 0 0 0 0 0 0 w Nil NI J r N3 11 Z IN z Ed r a 0 r [L Zi r • IN 11 1 ml IN; r Lr IN r L IN L r L slICI 9 EN ErtY, P E t o STATE OF 19' 1 CKER COU T,' Z' FT. Vpowthon Yj$14#,55 , N/1111a11AV® 15-256 5 OF 10 JmINSTALLSILTFENCE BARRIER 40Y C. O. INV. EL. 13. 78 7 T ( VERIFY W/ PLU IIVG PROPOSED y5 CONTRACTOR> 4 BUILDING y^ 4 FLOOR AREA = 8,465 S.F. h' ^hob F. F.E. =017.03 N.A.V.D. O SIDEWALK ; 573 t11'I; 84ss E`i 7 I s'is KO- +. i I .. 1K d? s a 1 123 ii} 'Ili 16. 73 e CONSTRUCT 270 LF 1 ' tSJ s ' ' sj. INSTALL POTABLE WELL 0 W_( 1 I s' Ii"" WITH PRIVATE METER PER I I 12" DRY WATER MAIN JM s 5 C900 PVC PIPE, DR18 PSLUSD UTILITY SERVICE 2.5' SEPARATION FROM 2 50 s ! ' j s I+ AGREEMENT ( BY OTHERS) PROPERTY LINE, MIN. 36" SD #5 COVER, MAX. COVER 60") p0 ^ 1 ('i"III' u € sii . 4`' RIM EL. 15.53 INSTALL SILT I t I" 593 I' 16.18 +^ N INV. EL. 9. 03 FENCE BARRIER II S INV. EL. 12.53 I O p 1h+' 5' U.E ? MES INV. 1 EL. 12,53 EX. FIRE HYDRANT I vJ rr a 1 14.0 C ^ ti `5 ^J"J PrynJ 8 N. MES INV,V Z O S, ry EL. 12. 53 14 L.F. 15" CPP @ 0.0% LU 1. CS # 1 EX SSMH n K6 CONTROLSTRUCTURE i 1 w RIM EL. 14. 82 i K RIM EL. 16.23 i O NINV. EL. 12.53 15 L.F. 15„ S INV EL. 12.43 of y LL +' CPP @ 6. 0/ BLEEDER EL. 12.53 MES INV. WEIR CREST EL. 14.28 I ry EL. 11. 53 N'5 3 wo EX 5' x 10 BOX CULJERT IIJI OUTFALL TO EX. I' LJ FDOT BOX CULVERT 12" DRY WATER MAIN INV EL 6 76i I PLUG &CAP FOR N1, FUTURE COON SECTION I QI PROPERTY CORNER I s BENCHMARK# 2 i.. WI, STA. 0+00.00 ELEV. 15. 67 Ni (PROPERTY LINE =BASE LINE) N.A.V. D. 1968loop 0 0 33.00' 7O 26' I.E.E. ST. LUCIE COUNTY O. R. BK. 3354^` PG. 1524 /3 a 59.00' O 4 1 INSTALL IRRIGATION O`3® WELL•(BY OTHERS) +NI'* EX. 18' INp E N 256.00' INGRESS/EGRESS EASEMENT (I. E.E,) DETAILNOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX # 285.2 OPTION'B'. NOTE: ALL PSLUSD MAINS SHALL HAVE A 5' MINIMUM SEPARATION FROM ANY OTHER STRUCTURE. SIDEWALK SLOPES PER ADA LENGTH MAX. SLOPE LONGITUDINAL 6' 1: 12 WITHOUT HANDRAILS 6' < 30' 1:12 HANDRAILS BOTH SIDES 0' < 50' 1:20 NO HANDRAILS SD #2 (JUNCTION BOX) RIM EL. 15.33 N INV. EL. 11.53 S INV. EL. 11.53 0 0`1 S 23 rt 4181 MES INV. EL. 12.53 51 O 20' I.E. E. ST. LUCIE COUNTY O.R. BK. 3354 PG. 1524 230.00' R3 EX. 25" LEGEND EXISTING GRADE ELEVATION T/CURB 16.03 PROPOSED ELEVATION 15. 53 H.P. = HIGH POINT) B/ CURB OPIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35. 6 -" ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U.E. UTILITY EASEMENT I} PROPOSED LIGHTING SA IFtII'Gi PROPOSED PAVEMENT tknjil43 ;; PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE 0 SO IN FEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15.33 5 6• ' 7 E 5. LOCATION OF DRAINAGE STRUCTURES SHALL GOVERN ANDPIPE LENGTHS MAY HAVE TO BE ADJUSTED TO I ^pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15. 33 tv' /bti'S \+A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1'y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND ,v0°j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVERED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE. CPPINDICATES CORRUGATED ry POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). 6"' 1 Q NO' 10. ALL INLETS SHALL BE TYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M.U.T,C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913-01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. N HEADWALL WEIR 14. MES INDICATES MITERED END SECTION PER F.D.O.T. INDEX #272. INSTALL SILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX # 106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0)wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v' o W (1) YNNCO o a= Z o W C p0 w ' + L co 0 m U 3 anC' a m mSc w z 3 0 Z S 5 w > a y O J J mm m w m < n IL a a mmroY q m o rc z d c J ` A yaui0uiyo a oa, U J Wam o 9z .w z o a z E, y w w w z w n ry K K K K N O h h t0 N C' 1 000000 w Nil NI J r N3 11 Z IN z Ed r a 0 r [ L Zi r • IN 11 1 ml IN; r Lr IN r L IN L r L sl ICI 9EN ErtY, P E t o STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$14#, 55 ,N/1111a11AV® 15-256 5 OF 10 J m 5' U.E ? MES INV. 1 EL. 12, 53 EX. FIRE HYDRANT I vJ rr a 1 14. 0 C ^ti `5 ^ J"JPrynJ 8 N. MES INV, V Z O S, ry EL. 12.53 14 L. F. 15" CPP @ 0.0% LU 1. CS #1 EX SSMH n K6 CONTROLSTRUCTURE i 1 w RIM EL. 14. 82 i K RIM EL. 16.23iONINV. EL. 12.53 15 L.F. 15„ S INV EL. 12.43 of y LL +' CPP @ 6.0/ BLEEDER EL. 12.53 MES INV. WEIR CREST EL. 14.28 I ry EL. 11.53 N' 5 3 wo EX 5' x 10BOX CULJERT IIJI OUTFALL TO EX. I' LJ FDOT BOX CULVERT 12" DRY WATER MAIN INV EL 6 76i I PLUG & CAP FOR N1, FUTURE COON SECTION I QI PROPERTY CORNER I s BENCHMARK#2 i.. WI, STA. 0+00. 00 ELEV.15.67 Ni ( PROPERTY LINE =BASE LINE) N.A.V.D. 1968loop 0 0 33.00' 7O 26' I.E. E. ST. LUCIE COUNTY O. R. BK. 3354^`PG. 1524 / 3 a 59.00' O 4 1 INSTALL IRRIGATION O`3® WELL•(BY OTHERS) +NI'* EX. 18' INp E N 256.00' INGRESS/EGRESS EASEMENT (I.E.E,) DETAIL NOTE: ALLDRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION'B'. NOTE: ALL PSLUSD MAINS SHALL HAVE A 5' MINIMUM SEPARATION FROM ANY OTHER STRUCTURE. SIDEWALK SLOPES PER ADA LENGTH MAX. SLOPE LONGITUDINAL 6' 1:12 WITHOUT HANDRAILS 6' < 30' 1:12 HANDRAILS BOTH SIDES 0' < 50' 1:20 NO HANDRAILS SD #2 (JUNCTION BOX) RIM EL. 15. 33 N INV. EL. 11.53 S INV. EL. 11. 53 0 0`1 S 23 rt 4181 MES INV. EL. 12.53 51 O 20' I.E.E. ST. LUCIE COUNTY O. R. BK. 3354 PG. 1524 230.00' R3 EX. 25" LEGEND EXISTING GRADE ELEVATION T/CURB 16.03 PROPOSED ELEVATION 15. 53 H. P. = HIGH POINT) B/ CURB OPIPE INTERFERENCE POINTS RUNOFF FLOW DIRECTION PROPOSED CONTOUR 35.6 -" ELEVATION FDOT MITERED END SECTION OAK TREE PINE TREE WOOD POWER POLE U.E. UTILITY EASEMENT I} PROPOSED LIGHTING SA IFtII'Gi PROPOSED PAVEMENT tknjil43 ;; PROPOSED CONCRETE EXISTING ASPHALT EXISTING CONCRETE 0 SO IN FEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1. 475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15.33 5 6• ' 7 E 5. LOCATION OF DRAINAGE STRUCTURES SHALL GOVERN AND PIPE LENGTHSMAY HAVE TO BE ADJUSTED TO I ^pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15.33 tv' / bti'S \+A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1'y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- OF-WAY, WETLANDS AND ,v0°j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVERED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATEDry POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). 6"' 1 Q NO' 10. ALL INLETS SHALL BE TYPE "C" PER F. D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M.U.T,C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913-01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. N HEADWALL WEIR 14. MES INDICATES MITERED END SECTION PER F.D.O.T. INDEX #272. INSTALL SILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX # 106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0)wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v'o W ( 1) YNNCO o a= Z o W C p0 w ' + L co 0 m U 3 a n C' a m m Sc wz 3 0 Z S 5 w > a y O J J m m mw m < n IL a a m m roYqm o rc z d c J `A y a ui0uiyo a oa, UJW a mo9 z .wz o a z E, y w w w z w n ry K K K K N O h h t0 N C'1 0 0 0000wNil NI J r N3 11 Z IN z Ed r a 0 r [ L Zi r • IN 11 1 ml IN; r Lr IN r L IN L r L sl ICI 9 EN ErtY, P E t o STATE OF 19' 1 CKER COU T,' Z' FT. Vpowthon Yj$14#,55 ,N/ 1111a11AV® 15-256 5 OF 10 J m 0 SO INFEET ) 1 inch = 30 ft. DATUM: R1 ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT TO NGVD 1929 ADD 1.475' FROM NAVD. r r GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE yy SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE O' CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ryf. BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. K600 OOti 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. 15.33 5 6• ' 7 E 5. LOCATION OF DRAINAGE STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVETO BE ADJUSTED TO I ^pb`5 ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 15.33 tv' /bti'S \+ A. 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. INSTALL 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND DUMPSTER I OOI COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. PER DETAIL 1' y IEXISTING 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT I DRAINAGE CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED 1 AREA p^O WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF- WAY, WETLANDS AND ,v0°j +^ WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES rOO \ BITUMINOUS COVERED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED ry POLYETHYLENEPIPE ( N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). 6"' 1 Q NO' 10. ALL INLETS SHALL BE TYPE "C" PER F.D.O. T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH tiro M.U.T,C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. O 01^ 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY STEPHEN J. BROWN, INC. PROFESSIONAL m 1 LAND SURVEYORS, JOB. NO. 5913-01-01. N N EX. CONCRET 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE - CONSTRUCTION CONDITIONS OR BETTER. N HEADWALL WEIR 14. MES INDICATES MITERED END SECTION PER F.D.O.T. INDEX #272. INSTALLSILT FENCE BARRIER 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. SPECIAL NOTES: A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX #106) CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. I III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). r B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE ( PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE ( WHILE PAVING IS IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). 1 G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. 5 H. FINAL PROJECT OBSERVATION. h. f PROJECT CERTIFICATION REQUIREMENTS I. TESTING A. FLORIDA BEARING VALUE TEST RESULTS B. COMPACTION TEST C BASE MATERIAL TEST RESULTS D. ASPHALT TEST RESULTS II. WATER AND SEWER A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z Z M Wv0)wL N rn Q W W V Ln W Z Z ^ OMN Jo w a/ U I Ln ¢ F LL iY LL N N - N W F- W W" N v'o W (1) YNNCO o a= Z o W C p0 w ' + L co 0 m U 3 a n C' a mmScwz 30 Z S 5 w > a y O J J m m m w m < n IL a a m m ro Y qmorc z d c J `A y a ui 0 uiyo a oa, UJWam o 9z .w z oaz E, y w w w z w n ry K K K K N O h h t0 N C'1 0 0 0 0 00wNilNIJ r N3 11 Z IN z Ed r a 0 r [L Zi r • IN 11 1 ml IN; r Lr IN r L IN L r L sl ICI 9 EN ErtY, P Et o STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$ 14#,55 ,N/1111a11AV® 15- 256 5 OF 10 J m a m m ro Yqmorc z d c J `A y a ui 0 uiyo a oa, UJWam o 9z .w z oaz E, y w w w z w n ry K K K K N O h h t0 N C'1 0 0 0 0 00wNilNIJ r N3 11 Z IN z Ed r a 0 r [L Zi r • IN 11 1 ml IN; r Lr IN r L IN L r L sl ICI 9 EN ErtY, P Et o STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$ 14#,55 ,N/1111a11AV® 15- 256 5 OF 10 J m O h h t0 NC'1 0 0 0 0 0 0 w Nil NI J r N3 11 Z IN z Ed r a 0 r [L Zi r • IN 11 1 ml IN; r Lr IN r L IN L r L sl ICI 9 EN ErtY, P Et o STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$ 14#,55 ,N/1111a11AV® 15- 256 5 OF 10 J m ICI 9 EN ErtY, PEto STATE OF 19'1 CKER COU T,' Z' FT. Vpowthon Yj$ 14#,55 ,N/1111a11AV® 15- 256 5 OF 10 J m 5 16.00 Q 15.00 Z L~L• 14.00 W 13.00 LLJ 17.00 Q 16.00 Z i 15.00 LL W 14.00 JW ISOD 0 SOD SOD MIN. BE RM EL. 15.3 SOD SOD T/CURB EL. EL.16.03 16.03 EDP EL. 15.53 1 17.00 F.F.E. 17.03 17.00IEL. 1500 16.03 18.00 j EL. 15.03 Q 1s.o0 I MAX. Q 15.00 Z J, z EX. OR. F 14.00 EL. 13.53t I 4 14.00 LL L 13.00 SECT B Ill SCALE: 1" = 10'H JJLLJ'"=3'V W12,00 En.Do 16.00 2,25' 2.25, 15.00 EL. 15.23 a t777W" eGROUT Q LL TYP.) Z •" a a 14.00 ° T I° 3 1U0 151,CPP U.S. HIGHWAY#7 200' RNY) 5'=-6' BOTTOM EL. 13.5 3 SECT C SCALE: V = 1O' H 1"= TV 17,00 INTERFERENCE POINT #1 PROP. 6" PVC BLDG. SEWTR SERVICE e,00 OVER PROP. 15" STORM EWER RCP. GRADE EL. 15.33t 15.00 14.00 Q Z 13.00 INV. EL. 12.43 Im INV. EL. 12s3 > 13.00 PROP. 6" PVC s' F- BLDG. SEWERiEL. 12.53 I m J 3"OBLEEDER EL. 12.53 W12.00 EL. 12.03 .J i A B/BAFFLE EL. 72.03 it > 12.00 INV. EL. 12.61 BOTTOM LL1 11.00 EL. 1/.03 BTNEIR PLATE EL. 11.03 W 11.00 18" IN. 2.00 SCALE: V- 3' H 1INV. EL. 11,11 +• mo0 V 3'V U0 'ff to.00 too EX. 16"FORCE O EL. t12.40 CS #1 WEIR PLATE PROP. 15" RCP MAIN INV. EL. 10.43t 9.00 INV. EL. 9.03 SECT E CONTROL STRUCTURE 10.00 SCALE i"=10'H 'j TYPE 'E' BOX 3'V it CROSS SECTION LOOKING WEST 8.00 INTERFERENCE POINT #1 SCALE: 1" =10, H tt TV B" B" I- Depth Of Solvent Joint Seal ROAD RIGHT-OF-WAY PROPERTY ;ia`Eawmar.`L"Ea"w"r MN u+cxx a i 3.5'Min. I "orE.. °nrevaXxxulxxcevla. 4 7Ilrr- J', I '° CONCRETE N0( °E wxaaaexul. rumoeor m SipF q( SIDEWALK ire°oF°,e,,,Toi° ,a ciEuranes D^MIrv. cLEui k 9EFV CE VB,pIF 3000 P.S.I. TYPE D Cone. Padt. 1' SEE PLAN 1• - 10'-0"MIN. CLEAR ,P., r'coNCPeR CONTRACTION " VYEzp. Joint And a EHgERCW wNT. Preformed Joint Flller cry ( Taero 1 JOINT IN CURB 2%MAX SLOPE • a_ TYPED 2. % rp.i 3 is •I otONMRErer,mN.L. J a O ".,, •- 11 arnccoROTxewreI Notr. For use adjacent to concrete or flexible pavement, concrete shown. .,)% I' r FLLEOCELLS&NMENRAT Ezpanelon pint, preformed pint fBler and pint seal are required between curbs E 1 4 11 ° .-I-L°cnrmxeexown Przax° and concrete avement Only, see diagram right. ISeEENI., w, mFaue PY995, , i , acRxlNal a" Mo.in. CONCRETE CURB 4" Min.. 5" Maz. 5" Mac fV V,7° 12" STABILIZED SUBGRADE LuRns°"uE° iOrHoles12"(') 2" Min._ I _ rs eltioh ' IN.TBosn ir t I I 3" Max. I _ 7y Gpe :.i MIN. L.B.R. 40 COMPACTED c 7 a o - 2MIn. a I .I TO 98 /° OF AASHTO T 180 1.`w BERM 15. 33 4 I EX. GR. EL. 11.53t BOTTOM EL. 13.5 43EX. GR. EL. 12. SECT A SCALE 1 10.H 3VU. S. HIGHWAY#? EASTROWLINE) Q RCNSTRCT. 15' ESMNT. PROP. UTILITY EASEMEN TO BE ECORDED SOD EXISTINGSOD FILL TO SIDEWALK EL EL. 15.11 Z% 14.63t EX. J GR. EL. 13.03 PROPOSEDB" PVC GRAVITY SEWER 12' RETENTION SWALE Ir- 6'-12' l 17. 00 F.F.E.17.03 EL. 16. 53 I 7YPE'F'CURB& CROWN EL.. V RIES 16. 00 GUTTER EOP 15.43 - 15.73 EDP EL VARIES p VARIES 15.23-15.53 15. 23-1 .5 Q 5.00 EX. GR. EL. 15.033 Z 1 7 F 14.00 4 4 LL_ j 13.00 SECT D BOTTOM JSCALE: V = 10' H EL. 14.03 W V= 3V 2. 00 BLUE BLUE NOTES: 1. 1. TOP PORTON OF FTP 25 h 26 SHALL HAVE A REFLECEW BLUE Meoxar, BACKGROUND WITH WITS REFLECEW l DISABLED SYMBOL AND BORDER 2. BOTTOM PORTION SHALL HAW A PERMIT REFLECTIVE WHITE BACKGROUND MIN ONLY OPAQUE D AND BORDER BLUE 3FTPACK25k26MAYBEEFABRCAMIDONONE PANEL OR M. A FTP 0 IS FOR USE IN AREAS M OE MONSOON 250 FINE SPACE IS UNITED. S. SIGN PER FOOT INDEX 17355. B STRIPING PER EDGE INDEX 17346. ma REO' D 2' OVERHANG7 Fp-{ E STRIPING SEE DETAIL 16' PARKING STALL DETAIL R DEB: 1. SIGN PER FOOT INDE% 17395. 2. STRIPING PER FOOT INOf% 17346. w• Sipeh I NOTE: 11 a 8 MIn. 1/4" Plteh Optional -_No. 4 Bare, 15" Ltxs q< 5` SEE FDOT STANDARD SPECIFICATION SECTION 522 R- 2• (Two Par Guard) SMax. &FOOT INDEX NO. 310 FOR SIDEWALK CONSTRUCTION DETAILS. Cast Or Rubbed HANDICAP RAMP DETAIL rv°°""" W-6" CONCRETE BUMPER CURB &" CUTTER DETAIL FDOT SIDEWALK DETAIL 6•-D^ / N. T.S. 20 GUARD N.T.S. SCALE: V - 3' H 1 F. D.O.T. INDEX NUMBER 300 I. , -Tv aTeElacaxe w,.ueaereEl PAINT STRIPE r NUNmoex° ul,acxw°as Wr11Tc oNoumme BASE SEE NOTE 1- SAW- CUT AND REMOVED EXISTING ASPHALT) TACK COAT ALL SURFACES EDGES OF OF EXISTING PAVEMENT EXISTING PAVEMENT - TRENCH LIMITS OF NEW WIDTH PAVEMENT TRENCH WIDTH+ _A_ e MECHANICAL SAW CUT EXISTING PAVEMENT IN A NEAT STRAIGHT LINE (TYPICAL) PLAN VIEW ASPHALTIC CONCRETE 12" 12 6" 6" 12" 12" TYPE & THICKNESS TO MIN. MIN. MATCH THE ADJACENT ROAD MIN. 1" THICKNESS) 2" of SP 12.5 used for cost estimation) MECHANICAL SAW CUT EXISTING PAVEMENT TYPICAL) EXISTING BASE FINAL BACKFILL COQUINA ROCK SEE NOTE 5) INITIAL N BACKFILL 12' 12" TRENCH 4 WIDTH SECTION VIEW NOTES: 1. PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH, WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS OF THE CUT. 2. WHEN AN ARTERIAL OR MAJOR COLLECTOR STREET IS OPEN CUT WITHIN THE LIMITS OF THE ROADWAY INTERSECTION THE ENTIRE INTERSECTION SHALL BE OVER LAID WITH ASPHALTIC CONCRETE. 3. WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. TWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN THE OPEN CUT AREA. 4. THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS PRIOR TO OVERLAY. THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE TO F.D.O.T. STANDARDS. 5. COQUINA ROCK (12" MIN.) 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS. ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OF 100% T-180. PAVEMENT RESTORATION DETAILS PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK 1. 5" FC-12.5 & 1" TYPE SP (SUPERPAVE) WITHIN FDOT ROW COMPACTED TO 98% MAX. DRY DENSITY y MOD. PROCTOR 8" LIMEROCK BASE COURSE W/ LBR 100 MIN. 12" STABILIZED SUBGRADE W/ LBR 40 MIN. O SAW CUT JOINTS @ 15' O.C. EXPANSION JOINTS @ 40' O.C. COMPACTED TO 98% R11 MAX. DRY DENSITY MOD. PROCTOR 7" PORT. CEMENT CONC. PAVT. (4000 PSI) 12" STABILIZED SUBGRADE W/ LBR 40 TYPICAL OFF -SITE PAVEMENT DETAILS N.T.S. PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO T-180 SPECIFICATIONS. NOTE: 1. SUBGRADEOSHA RIAL FOR CONCRETE PAVEMENT SHALL R BE A MINIMUCKNESS OF TWELVE INCHES WITH A MINIMUM LIK BEARING RATIO OF 40, 2. CON ETEL BE EINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/#10 W.W.M. 1- 1/2" Type SP- 9.5 ASPHALT 8" Limerock or Coquina Base 98% Modified Proctor test 12" Stabilized Subgrade maximum dry density, 98% Modified Proctor test Limerock Bearing Ratio maximum dry density, LBR) of at least 100 Stabilzed to a Limerock Bearing Ratio ( LBR) of at least 40 TYPICAL ON -SITE PAVEMENT SECTION IE TYPICAL) 4 DOUBLE STRIPING SEE DETAIL DOUBLE STRIPING DETAIL 18' PARKING STALL DETAIL I - NOTES: 10' x 10' DUMPSTER DETAIL SIGN PER EDGE INDEX 17365. 1. SIGN PER RXT INDEX 17WI R2STRIPINGPERFOOTINDEX173462. STR InG PER M.T INDEX 17340. N. Ts. All materials and construction within the FDOT right-of-way shall conform to the FOOT Roadway and Traffic Design Standards Latest Edition). Standard Specifications (Latest Edition) and the supplements thereto. The applicant's engineer responsible for construction inspection shall insure that the maintenance of traffic plan (MOT) for the project is in accordance with the applicable FOOT index numbers (600 series) and these documents: The Manual on Uniform Traffic Control Devices for Streets and Highways (U. S. Department of Transportation, FHWA). At the end of each work period, any drop-off in the area adjacent to the travel way of the State Road shall be backfilled in accordance with Standard Index 600 or shall be otherwise protected with temporary barrier wall at the contractor's expense. If the permitted work is on a roadway that has been selected as a hurricane or disaster evacuation route, the applicant, at the pre - construction conference is required to present, as part of the work plan, an emergency functional restoration plan to address eventualities such as hurricanes. The contractor must call the appropriate county traffic engineering division, having jurisdiction over the project at least 48 hours, before any excavation within the FOOT right-of-way to determine the location of the existing traffic signal interconnect cable. The location of existing utilities shown is approximate only. The contractor shall determine the exact location during construction. Relocation of utilities shall be coordinated with utility companies after identification of conflict by contractor. Contractor will notify engineer in advance before any relocation. Before permit approval and construction of this project, the applicant must contact the Florida Department of Transportation Local Maintenance Office to schedule a pre -construction meeting. The telephone number is 772-465-7396 or 1-800-300-8236. LE COPY The applicant at the earliest convenient time shall notify in writing all right-of-way users affected by the construction of this FIproject. Allcurbcut ramps must face in the direction of pedestrian travel and shall be in accordance with FDOT 2016-17 Design Standards Index No. 304 unless otherwise specified on the plans. All mitered end sections shall be in accordance with FDOT 2016-17 Design Standards Index No. 272 unless otherwise specified on the plans. All MOT lane closure signs shall be covered when lanes are not closed. No lanes are to be closed before 9:00 am and all lanes are to be opened by 4:00 pm. 1/ 2" CHAMFER SEE SITE PLAN 3, 000 PSI CONCRETE The pavement specification should read: Match existing typeand depth of asphalt to 1 %" maximum, including friction course. PAVEMENT T,, T Limerockbase shall be a minimum of 8" and compacted in 4" lifts to 98% maximum density according to AASHTO-T180. FIRTYI JConstruction to conform to section 200. Base to be primed after compaction. BASE 12" S ABIL ED SUBGRADE MIN. L. B.R. 40 COMPACTED Stabilized Subgrade minimum 12" thick and compacted to 98% maximum density according to AASHTO-180. Material to have TO 98% OF AASHTO T-180 minimum L.B.R. of 40 and conform to section 160. Remove all muck, overburden, and root material to the right-of-way line, and backfill to the required subgrade with clean, ON -SITE SIDEWALK/PAVEMENT DETAIL granular material in maximum 6" lifts compacted to 100% of maximum density in accordance with AASHTO T99-C N.T. S. specifications, and each lift tested before placing next lift. Sodding shall be in accordance with section 575. FLAGGERS MUST BE PRESENT DURING THE INGRESS AND EGRESS OF CONSTRUCTION VEHICLES TO AND FROM THE PROJECT SITE. WARNING SIGNS MUST BE ERECTED ADVISING MOTORIST OF TRUCKS ENTERING THE HIGHWAY. Z V N L0 rM LUI- O Wm v LO LO Z > w Z Z W OmNd J0 6Ja 4I- LY U_ N CON tON v1 NLU1 N LL LIJ COWNCOorAsa LL W N r,-00 a= d Ch D- a) C r- X 0W Q " w O _ r- ( DDOU3 9 NW c cmj W Z Z O 4y a J M a G Go yy LL U Q a 3 m z e Z 0 z0 wZ GO Z m Zz o 0W U 6z0 W LL W Z Q W W rd O Z j000 r0 U W F UNonWH F? a a. r 4 C N Q rc s rc m e e 0 o e I 1 Issels La I L r IIIIIIII IN LLELI M IIIIIIIIIn dNI L LU LE ON INIIIIIIIIIN 1 IIIIIIII IN IIIIIIIIU. Z m In IIIIIIIII lidiIIIILI lE o IN Ed NO J 1 R- LTC ' 4 RA 4iN b , P.E. I IL 19IL ty #36CKEfCOU' W,Z IL FT.IL JE hone. p 015-256 6 OF 10 NOTE: LAKES PLAZA ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF F.F.E. 18.4 STA. 5+45 00 R 11 00 PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT STANDARD 18.00 NOTE: SMH #2 EX. LIFT STATION STA:2+84:22, R 8.26' - — - CONTRACTOR TO GRADE MINIMUM 4:1 SLOPE WITHIN P w RIM EL 10:0$ ""' RIM-EL:16.59""'-" -• -.--.- — DETAILS AND SPECIFICATIONS, LATEST REVISION, QUALIFIED SMH #1 PRODUCTS LIST AND WITH ALL APPLICABLE FLORIDA DEPARTMENT F2--r 17.00 RIML15,64P OP. FIN. GR,;E„ .4',cQVER RECORDED CONSTRUCTION EASEMENT. SEE SECTION ,__,_m„m,,,, p„_m,,,OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. m.____ FRGMSANITARNV. EL E E ON PAVING GRADING &DRAINAGE DETAIL SHEET —GS EXISTING U. E. 16.0O n O.R. BK. 1354. PAGE920 ..__.._______..._._.._......_ww_...._.............._,.—_,.,.._ ._,... ....,...._.a.._. ma_..,......_.e_..—_-._....._..._.._.... w._.a.a.n_.......,m ............ .....i........ ..,..__... .. ......m.._. ..._... ......... _......m......_.__... ......... ....._....._.. ,....._..._,......_.__,._m., _.,.:.ww_.......__ _.... 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PAGE 11 L F 8' PVC SDR 26,. 5.00 .....,, GRAVITY SEWER 0.46°/a_- 2+00 3+00 4+00 5+00 6+00 -- 9 C m z SANITARY SEWER PROFILE o m W v SMH #1- EX. LIF HSTATION N 3 c I- ,ta.x{.eav{ I {{Y 0 ... a u,i:tne ... a_.n r.=5 t ... -., .::.. .e: .. .: ,,•.. . 0 T Z W I Io0 oO I F 030 00 W M Z 70 IL 4 0 Z0U N ) F fF I PROP. 15, U.E. z0 1 O. R. BK. 3373 PAGE 2657 IE U a IL V K SITYKEN i °'m IPROPERTY o w (VACANT) w w N a L F I G o a a I M 0 w uw QQ O e t3. 09' w a W I N I N I LL 3 I COASTAL FLOOR w I & GRANITE z zl PROPERTY IL 0 ; ( VACANT) w 5 - IL S w 0 a U 0 a o Lu U N Cl) V/ W I OIEO LL I O z IIE F}— z z w QJ j 5' U.E. j JE w / JE U N o ' w I 2 d / _I I m I z Q ¢ O I z L) 6 W Z a pp WZ ( *TE) a z " a z 0kNNEDaY,E`7w` o FT. b 19G ER CODU a phone. U Z O U W233015-256 0 z ( IN FEET ) 1 inch = 30 ft» 7 OF 10 n N 2 b y O a O Z 2 O USZ O O VU U) F y Tv 1 IL a a O K J a W rn a o N b b nNN N 0 o e 0" PIPE SIZE INVERT EL NOTES: 90" PIPE SIZE/INVERT ELEV. 270" PIPE SIZE/INVERT ELEV. PLAN VIEW 180" PIPE SIZE/ INVERT ELEV. 1. THE ENGINEER -OF -RECORD SHALL SUBMIT TO PSLUSD THE SHOP DRAWINGS FOR EACH STRUCTURE, PROVIDING THE DIAMETER OF EACH PIPE, INVERT ELEVATION OF EACH PIPE, RIM ELEVATION AND THE NUMBER OF DEGREES BETWEEN PIPES. 2. MANHOLE INTERIOR SHALL BE LINED UTILIZING A CORROSION BARRIER SYSTEM. 3. MANHOLE EXTERIOR SHALL BE COATED WITH A PRIMER AND TWO COATS OF A WATER BASED EPDXY 3-5 MILS EACH PER THE PSLUSD SPECIFICATIONS. APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION. MINIMUM CONSTRUCTION STANDARDS FOR INVERT FLOW CHANNELS DETAIL: WW.01 CITY OF PORT ST. LUCIE DATE: 2015 900 S.E. OGDEN LANE FOR PORT ST. LUCIE, FL 34983 SCALE: N.T.S. PHONE (772) 873-6400 FAX (772) 873-6433 MANHOLES SHEET: 1 OF 1 FINISH COVER MARKED "PSL SEWER" GRADE AND PAINTED GREEN C / / Z O U) 4e i 6"MIN. ACCESS BOX AND COVER MARKER BALL SEE NOTE #3) MATCH FINISH GRADE CONCRETE COLLAR W/ (1) #4 REBAR SCREW CAP/PLUG 6" RISER 6" 45' PVC ELBOW 45" PVC WYE PVC PVC CAP AT NOTES: TERMINUS 1. AN ACCESS BOX AND COVER SHALL BE USED. 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW. DETAIL: WW-05 MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE DATE: 2015 900 SEE. OGDEN LANE SANITARY SEWER CLEANOUT PORT ST. LUCIE, FL 34983 SCALE: N.T.S. PHONE (772) 873-6400 FAX (772) 873-6433 SHEET: 1 OF 1 FINISHED GRADE 1" PREPACKED NON -SHRINK GROUT (3500 PSI MIN.) OUTSIDE ONLY INSIDE CHIMNEY LINER - OVER MANHOLE FRAME CONCRETE RINGS W/ RUBBER GASKET I" MAX. WALL REINFORCING NOTE # 1) VARIES 6"MIN.-1 SEE NOTE #9 SEE DETAIL WW-04 8" MIN. s 4'-0" MIN: 4'x4'x4" THICK POURED IN PLACE CONCRETE COLLAR (UNPAVED AREA) W/ #4 REBAR FINISHED GRADE 2(UNPAVED AREA) SEAL WITH BUTYL SEALANT STRIPS APPROVED PRECAST CONCRETE ADJUSTING RINGS W/GROUT (MIN. 2 RINGS) MIN. HEIGHT 4", MAX. 16" (NOTE #10) PRECAST REINFORCED CONCRET SECTION (KEYED TO LOWER WALL) APPROVED EXTERIOR JOINT SEAL (NOTE #2) 10" MIN. FROM FLEXIBLE SLEEVE TO JOINT If PRECAST HOLE W/ CAST - IN LINER SLEEVE SIZED FOR APPROPRIATE PIPE & FLEXIBLE CONNECTOR 8" CONCRETE SLAB MONOLITHIC POUR W/ 4 REBAR 012" E.W. FIRST WALL SECTION) NOTES: 1. MANHOLE FABRICATION SHALL BE IN ACCORDANCE W/ ASTM C-478, LATEST REVISION. 2. SEALANT SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATION BETWEEN MANHOLE SECTIONS & AT ALL JOINTS (SEE DETAIL WW-04). ALSO AN APPROVED EXTERNAL JOINT SEAL SHALL BE APPLIED AT THE JOINTS. 3. ALL PIPE OPENINGS SHALL BE GAS AND WATER TIGHT WITH NO EXPOSED CONCRETE SURFACES. 4. CAST OPENINGS SHALL BE MANUFACTURED WITH A POLYPROPYLENE SLEEVE CAST IN. APPROVED FLEXIBLE MANHOLE CONNECTORS SHALL BE USED AT PIPE CONNECTIONS. HOLE SIZE PER BOOT MANUFACTURER'S SPECIFICATIONS. DOUBLE STAINLESS STEEL PIPE CLAMPS MUST BE INSTALLED ON THE FLEXIBLE SLEEVES WHERE REQUIRED BY BOOT MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT FLOW INTO FLOW STREAM (SEE DETAIL WW-01). 6. LIFT HOLES ARE PERMITTED BUT MUST BE GROUTED ONCE MANHOLE IS IN PLACE. 7. A MINIMUM OF 5 FEET IS REQUIRED BETWEEN OUTSIDE OF MANHOLE AND SERVICE WYE. 8. MANHOLE AND BASE WILL BE LINED INSIDE WITH AN APPROVED LINER SYSTEM 9. AN APPROVED COVER & FRAME SHALL BE PROVIDED. APPROVED INSIDE MANHOLE CHIMNEY SEALANT SHALL BE APPLIED OVER THE MANHOLE FRAME, CONCRETE RINGS, AND LINER SECTON IN ACCORDANCE WITH THE SPECIFICATIONS. 10. MAXIMUM HEIGHT OF CHIMNEY SHALL NOT EXCEED 24 INCHES INCLUDING FRAME CASTING. 11. EXCAVATION. DEWATERING, BACKFILL & COMPACTION SHALL BE CONDUCTED IN ACCORDANCE W/ THE PSLUSD UTILITY STANDARDS. DENSITY TESTS SHALL BE PERFORMED AND SUBMITTED AS REQUIRED. CONT. ON SHEET 2 OF 2 MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: WW-02 CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE STANDARD PRECAST MANHOLE DATE: 2015 PORT ST. LUCIE, FL 34983 SCALE: N.T.S. PHONE (772) 873-6400 FAX (772) 873-6433 SHEET: 1 OF 2 DOUBLE SERVICE SEE DETAIL WW-05 R 8" MI 12" M 30"-36" SEE NOTE #3 MARKER BALL W/ TIE STRAP CUSTOMER TIE IN- 6" DOUBLE WYE q OF ROAD CROWN ELEVATION OF ROAD DOUBLE SERVICE TYPICAL STANDARD "Y" BRANCHES TO BE LOCATED IN THE FIELD AND STATIONED ON ASBUILTS MINIMUM SLOPE 1/4" PER FT USE GREATER SLOPE WHERE POSSIBLE ELEVATION 8" MIN. 12" .1JAX. CUSTOMER TIE IN SINGLE SERVICE EE DETAIL VW-05 R MARKER BALL W/ TIE STRAP SINGLE SERVICE TYPICAL 6 0 BEND AS REQUIRED 6" STANDARD "Y" BEND AS REQUI RED \ L 6"m DOUBLE "Y" COMMERCIAL SANITARY SEWER CLEANOUT BOX NOT SHOWN NOTES: 1. SANITARY SEWER LATERALS SHALL BE 6" IN DIAMETER. 2. THE ENGINEER OF RECORD SHALL ENSURE THAT THE PROPOSED PLUMBING STUB -OUT ELEVATION FOR EACH BUILDING WILL ALLOW FOR A GRAVITY CONNECTION TO THE SANITARY SEWER LATERAL WITH THE REQUIRED SLOPE. HORIZONTAL AND VERTICAL SEPARATION SHALL BE MAINTAINED AS REQUIRED IN THE UTILITY STANDARDS MANUAL. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: WW-06 CITY OF PORT ST. LUCIE SANITARY SEWER LATERAL DATE: 2015 900 S.E. OGDEN LANE PORT SCALE: N.T.S. ST. LUCIE, FL 34943 (SHALLOW) PHONE (772) 873-6400 FAX (772) 873-6433 SHEET: 1 OF 1 EXTERNAL JOINT SEALANT - FLEXIBLE PLASTIC JOINT SEALANT JOINT SEALANTS INSIDE TURNBACK FLANGE RUBBER JOINT SEALANT SETBACK 1/4" TURNBACK FLANGE LINER NOTES: 1. APPROVED JOINT SEALANTS SHALL BE USED. 2. WELDED CAP STRIPS AT JOINTS MAY BE ACCEPTABLE IF APPROVED IN WRITING BY PSLUSD. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: WW-04 CITY OF PORT ST. LUCIE MANHOLE / WETWELL DATE: 2015 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 JOINT DETAIL SCALE: N.T.S. PHONE (772) 873-6400 FAX (772) 873.6433 SHEET: 1 OF 1 DOUBLE SERVICE TYPICAL SEE DETAIL r WW-05 rL OF ROAD CROWN OF ELEVATION ROAD 12"MAX. MIN. 1/8" PER FT. SLOPE 30"-36" SEE NOTE #4) SINGLE SERVICE TYPICAL SEE DETAIL WW-05 - 8"MIN. 12"MAX. BENDS AS REQ D MARKER BALL W/ TIE STRAP MARKER BALL ',;;-:..• s 45' ANGLE CUSTOMER TIE IN ZW/ TIE STRAP CUSTOMER TIE IN '- 6" STANDARD WYE o :`, 6" DOUBLE WYE 1CONTINUE PSLUSD APPROVED BEDDING MATERIAL UNDER & PARALLEL TO PIPE INTO UNDISTURBED SOIL TO R, PIPE INVERT STANDARD WYE BRANCH TO BE LOCATED IN FIELD ELEVATION Ir-;_ NOTES: 1. PSLUSD APPROVED BEDDING MATERIAL SHALL BE USED FOR EXCAVATION BACK FILL. 2. LOCATE MARKER BALL WITH TIE STRAPS TO BE ATTACHED TO 6" ELBOW. 3. THE ENGINEER OF RECORD SHALL ENSURE THAT THE PROPOSED PLUMBING STUB -OUT ELEVATION FOR EACH BUILDING WILL ALLOW FOR A GRAVITY CONNECTION TO THE SANITARY SEWER LATERAL WITH THE REQUIRED SLOPE. HORIZONTAL AND VERTICAL SEPARATION SHALL BE MAINTAINED AS REQUIRED IN THE UTILITY STANDARDS MANUAL. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: WW-07 CITY OF PORT ST. LUCIE SANITARY SEWER LATERAL DATE: 2015 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 (DEEP) SCALE: N.T.S. PHONE (772) 873-6400 FAX (772) 873.6433 SHEET: 1 OF 1 Z V Ur Z Lo v+ Z m W In I- Liw wm n Lo 5 "t Lo w z Z O"'N zo U I Lo W ki [Z LL Cp N to N u W t 04 wa W V) YWN oF- Z Z a04u O W_ 00 V 0aZM W O jX aU uj 03 mLLQz F wU uj In u p, N O a m m 'C w m> zz2 w W3d2: m0 Ox¢ 5 0 v LL 3 a NN l 193 FT. 1 J • I 81:1 r m_I it mlml J Ed NEI oil J El o oil Ed m 0.1 m I IIII INEDY, P.E. ; It Si@iE OF Q ERR SSpl.Caa 15-256 8OF10 GENERAL NOTES EROSION CONTROL 1,0 SITE DESCRIPTION 1.a Nature of Construction Activities Development of approximately 1.253 acres of land in St. Lucie County consisting of one (1) retail building, totaling 8,000 sq. ft. and 21,301 sq. ft. of pavement. ej 1.b Sequence of Major Soil Disturbing activities: The following sequence of major activities shall be followed unless the contractor can 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: 1.253 Acres Total area to be disturbed: 1.253 Acres 1 A Estimate of drainage area size for each discharge point. Basin #1: 1.253 Acres 1.e Identify the receiving water or MS4 for each discharge point: Discharge directly into the box culvert beneath US-1 on the west side of the property. FILTER FABRIC TO EXTEND 8" MIN. FROM GRATE SIDES PREDOMINATE FLOW_ a METAL INLET GRATE FILTER FABRIC TO CONTINUE UNDER ENTIRE GRATE. h n PICTORIAL VIEW 2.0 CONTROLS 2.a Erosion and Sediment Controls Silt 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 Saint Lucie County 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 -site 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 silt fence in accordance with FDOT Index 102. A stabilized construction entrance and soil tracking prevention device shall be installed in accordance with FDOT Index 106. 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 soil disturbing activity upstream of the controls. 2.b Stormwater Management Upon certification of surface water management system, the dry retention will be permanent. Perimeter berms shall remain installed to prevent runoff 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. FILTER FABRIC TO EXTEND 8" MIN. FROM GRATE SIDES GENERAL NOTES 1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING S" 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 HEAVY DUTY REINFORCING DOUBLE STITCHED HEM DRAW CORD IGID OAK STAKES YPROPYLENE R FABRIC RECOMMENDED TOE -IN J 42" 2.c.2 Offsite vehicle tracking Gravel to be installed at entrance/exit to minimize transport of soil off of site. Paved roads are to be swept daily. 2.c.3 Application rates of all fertilizers, herbicides and pesticides used. Any fertilizers, herbicides, and pesticides to be used shall be applied per 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 controls 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. 4.0 INSPECTION Contractor is responsible for visually inspecting silt 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. 5.0 NON-STORNfVATERDISCHARGES None 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 RAIN 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 POST (OPTIONS: 2" x 4" OR 2Z MIN. DIA. WOOD, STEEL 1.33 LBS/FT. MIN.) QO 00 MAX. z ;O N W ELEVATION OPTIONAL POST POSITIONS 20. PRINCIPLE POST POSITION CANTED 200 TOWARD FLOW) FILTER FABRIC (IN U CONFORMANCE WITH SEC. 985 FDOT SPEC.) j FILTER FABRIC SILT FLOW SECTION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STACKED SILT FENCE (LF). rL Z U Z L0 V/ ZW W0 Q W W zM V L0 WZ Z OM71 N oaFLPL LL CV O N CDcV o W Wd(n W U) YUN(0 & ZZ tiL04a Q W N I` O U ~ Z rnl- tm W od OLLa4W ' W ® U a m o m = wa 0 QQ J N a y N LL LLJN Q N 120 0 Z 0 NWQ' Z J Q J H V H aJLLJ0 a Qasa O QQ H LIL J o U) V / L J " U) t M e • . _ ' a / Y R..F..KO N W0;1E. f W 56Z ); e w cz i® e % ` 1934 Cot R1 ®!` FT. PIER s \\' N phone:772-4 - 446 15-256 1 9 OF 10 z i i r t D z m R GENERAL NOTES 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE. ENGINEER. 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS. 3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE PRE -CONSTRUCTION MEETING, APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWING QUALIFICATIONS. 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 SUBMITTAL OF A BID FOR THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. 6. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990. 7. AS -BUILT PLANS: AS -BUILT PLANS MUST BE SUBMITTED IN ACCORDANCE WITH PSLUSD STANDARDS AND POLICIES. THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE COPIES AND ONE (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE 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 IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES. THE DRAWINGS SHALL BE ATA SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL AND SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE INCIDENTAL TO THE CONSTRUCTION COST. 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING PLAN. 19. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT. 10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC & PRIVATE UTILITY FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC PRIVATE UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF THESE FACILITIES. 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY: GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE CENTER ATTN: M/CG -162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MD 20852 TELEPHONE: (301)443-8319 ST. LUCIE COUNTY ENGINEERING DEPARTMENT 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT "APPROVED FOR CONSTRUCTION" SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF THE RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. TEST RESULTS MUST INCLUDE, BUT MAY NOT BE LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS, AND STRUCTURES. TEST SHALL INCLUDE ASPHALT GRADATION REPORTS, CONCRETE CYLINDERS, ETC. DENSITY TESTS SHALL BE PERFORMED AT THREE (3) LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTING IN THE FfRST FOOT ABOVE THE BOTTOM OF THE STRUCTURE AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE;. THESE DENSITY REQUIREMENTS ARE THE MINIMUM. THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS WITH THE LOCAL APPROVING AUTHORITY PRIOR TO CONSTRUCTION OR BIDDING OF THE PROJECT. 5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS BY WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. TH E ENTIRE DRAINAGE SYSTEMS SHALL BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI, SOME LOCAL GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD BE KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT. 6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. T THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK QUALIFIES FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4), F. A C. STORM SEWER NOTES 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP REQUIREMENTS PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS MORE STRINGENT. 2. ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS -BUILT GRADE ELEVATIONS ARE APPROVED BY THE ENGINEER. 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SHALL BE SODDED TO AVOID EROSION. 4. THERE IS TO BE NO OFF -SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MA TERIAL SHALL BE USED ON -SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS. 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT A MINIMUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE ALSO AS -BUILT REQUIREMENTS. 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED 100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION REPORT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY MANAGEMENT SYSTEM. 9. INLETS (425 / 430): INCLUDES THE LIST OF MATERIALS / INSTALLATION / DEWATERING STABILIZATION /AS -BUILT SURVEYING TESTING. ALL STRUCTURES WILL REQUIRE THREE (3) COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER LOCAL APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT. 10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 11. HDPE (HIGH DENSITY POLYETHYLENE) CULVERT SHALL BE N-12 INSTALLED PER MANUFACTURER RECOMMENDATIONS. MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) AIR ENTRENCHED PIPE. 12. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FDOT STANDARD SPECIFICATIONS. FILTER FABRIC (STORM PIPE JOINTS) THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO. 280 WITH WOVEN GEOTEXTILE TYPE D-3 (F.D.O.T. INDEX NO. 199), SECURED W / STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A MINIMUM OF 188 INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE. Y DEWATERING 13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TOiORDERING. STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN 14, SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW WRITING BY THE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL i n SHOP DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES PERFORM ALL DEWATERING ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE REQUIRE AN INTERNAL REVIEW AND APPROVAL PROCESS. FOLLOWING METHODS: SOCK DRAINS, WELL POINT SYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE e EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO I5. CONCRETE SHALL BE CLASS 1 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. IF THE MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUITABLE SHALL BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. FOR THE PASSAGE OF WATER WITHOUT DESTROYING THE SIDES OR UTILITY FOUNDATION OF THE TRENCH, SUMPS MAY BE 5 PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE WATER LEVEL BY TAKING THEIR SUCTION FROM SAID SUMPS, DISCHARGE FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNERu e 16. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, CREATE A AND UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY PUBLIC NUISANCE OR FORM PONDING, ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE CONSTRUCTION ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT TO OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS OR TO THE SURFACE REVIEW AND APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY. OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REGULATORY AGENCIES, PRIOR TO J2 CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHOD(S) AND SCHEDULE. ADDITIONALLY, WHERE PRIVATE PROPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY eu 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE OWNER. n REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AW WA CURRENT STANDARD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY CONFLICTSCOMPANYSTANDARDSANDENSUREALLCONSTRUCTIONISINACCORDANCEWITHTHEIRSTANDARDS. ANY CONFLICT s WITH THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST e STRINGENT DIRECTIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO o LOCATE STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. WHERE ACTUAL CONFLICTS ARE UNAVOIDABLE, WORK SHALL BE COORDINATED WITH THE FACILITY OWNER AND L 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT PERFORMED SO AS TO CAUSE AS LITTLE INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY n THAT A CONTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIED PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO 2 LAND SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY / COUNTY ENGINEER AT POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO THE EXPENSE OF THE CONTRACTOR. CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS. u 19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY SOD u WORK. THE VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF -SITE MOVEMENT OF EARTHWORK. TYPE AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS E COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SPECIFIED ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALL SUBMITTAL OF THE FIRST PAY REQUEST. IF DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE RELOCATED TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING. OF THE PROJECT AND CANNOT BE IDENTIFIED AS PRE -CONSTRUCTION CONDITION ON THE VIDEO RECORD, THEiCONTRACTORMAYBEREQUIREDTOMAKEPROPERREPAIRS. 2. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. 20. THE CONTRACTOR SHALL VIDEOTAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES / BUSINESSES IN THE PROJECT AREA. PAVING, GRADING AND DRAINAGE NOTES 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE i EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED DENSITIES. i 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS i RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS i DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS. 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK (MINIMUM THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL. SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTING. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM, FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE -FLOWING AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE FLORIDA FERTILIZER LAWS IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS, AND WARRANTY OF THE PRODUCT. FERTILIZER SHALL HAVE AN AVAILABLE PLANT FOOD ANALYSIS OF 18-0-10 OR EQUIVALENT PLANT FOOD VALUE AND SHALL BE MIXED WITH THE TOP 3 TO4INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT THE RATE OF 1 POUND PER 1,000 SQ. FT NOT TO EXCEED 2-4 LBS. PER YEAR. ALL FERTILIZERS MUST BE AT LEAST 50% SLOW RELEASE NITROGEN AND CONTAIN NO PHOSPHORUS UNLESS THE SITE HAS BEEN TESTED AND VERIFIED AS PHOSPHORUS DEFICIENT BY THE OF-IFAS EXTENSION OFFICE. ALL FERTILIZER APPLICATION SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY STANDARDS. 4. LIME SHALL BE DOLOMITIC LIMESTONE, AND SHALL BE IN ACCORDANCE WITH RULES AND REGULATIONS OF FLORIDA FERTILIZER LAW IN EFFECT ON THE DATE OF IT BEING PLACED. LIME SHALL BE APPLIED AT THE RATE OF ONE TON PER ACRE OR 45 POUNDS PER 1,000 SQ. FT. 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2.4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. 5. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, COMPACTION AND BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' WITH A 1 INCH WIDTH AT THE CROWN, COST OF STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). 8. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL CHEMICALS ACIDS ALKALIES, R B GROWTH. I S, ANYO SUBSTANCE, WHICH IS HARMFUL TO PLANT G. 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY. 7. WHERE SODDING WILL BEDDONE, , ALL LOOSE ROCK, WOODY MATERIAL, AND OTHERANDOBSTRUCTIONS THAT WILL INTERFERE 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. WITH SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTHHAND UNIFORM. LIME AND FERTILIZER WILL BE APPLIED IN THE SAME QUANTITY AND MANNER ASSPECI FLED BY THE MANUFACTURER 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIE LED, VIBRATORY PLATE 8. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL BE BUTTED TIGHT COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BEINTSSHALL TO PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR CAMPED TO INSURE SOLID REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS CONTACT OF ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO fHE SOIL BY PINNING WITH WILL 8E EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES. STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLE§ AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH SOIL RECOMMENDATION AND REQUIREMENTS CONTINUOUS STRIP OF SOD. 1. STRIPPING AND GRUBBING: SOIL EROSION PLAN DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN '/2INCH, OR SMALL ROOTS IN A DENSE. STATE, SHOULD BE GRUBBED AND COMPLETELY REMOVED. PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN TSOF AREAS OR UNSUITABLE 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE AND EROSION CONTROL SHALL BE INCIDENTAL TO. THE COST OF THE CONSTRUCTION. VIBRATORY ROLLER TRAVELING AT "WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO 2. PRIOR TO CONSTRUCTfON, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL NOT ERODE WITH A CLEAN, COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF INTO THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA. REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. PROJECT. THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE, 0THESETRENCHESSHALLBEBACKFILLEDANDCOMPACTEDT MODIFIED AASHTO T-180. PRIOR TOO98 /o MO I LED PROCTOR AAS 2. FILL REPLACEMENTS: DISCHARGE FROM THE SITE, SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER FDOT INDEX 102. THE WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE DRAINAGE WHICH OUTFALLS T THE IMMEDIATELY UPONORETENTIONAREASSHALLSTABILIZEDANDSODDEDIM FILL AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE. COMPLETION CONSTRUCTION, ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES RETENTIONN LSWALESSHALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER FDOT INDEX 102 TO AVOID FILLING THESEIN FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. CONTRACTOR IS 12 INCHES LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE DISCHARGES WILL BE APPLIED TO OBTAIN A MINIMUM OF 98 /o OF THE MODIFIED PROCTOR (ASTM 0-1557) MAXIMUM VALUE. ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. 3. EXCAVATION AND BACKFILLING: WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED WATER QUALITY NOTES DEPARTMENT SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE, BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 1. THE CONTRACTOR MUST' MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER 12 INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT MINIMUM OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT LAYER OF BACKFILL SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE MINIMUM TOTAL APPLIED FORCE OF 180 TONS. ACTIVITY AUTHORIZED BY THE PERMIT. 4. FOOTING EXCAVATION: 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS SEE SOILS LABORATORY RECOMMENDATIONS. APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED BY A PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION 5. GROUNDWATER: - COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE ORAUTHORIZED AGENT. HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED ACCORDINGLY. PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THE PERMIT. 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT TO AID THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO PREVENT STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY USING VIBRATORY VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO AND SPECIFICATIONS INCHAPTER6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER COMPACT. MANAGEMENT ( FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A-ROJECT'S SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM. SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EXCAVATION FOR STRUCTURES AND PIPES EROSION OR CONTROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN MANAGEMENT ( FLORID/. ^EPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY ACCORDANCE WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER RESOURCES AT NO ADDITIONAL COST TO ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHE WISE SHOWN ON THE PLANS. OWNER. 2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PE RFORMED AT THE CONTRACTOR'S EXPENSE AND 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO SHALL BE INCIDENTAL TO OTHER. WORK. THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS -BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF R I 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS FLORIDAANDTWOSETSOFAS -BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B) THE OTHERWISE SHOWN THE PLANS. PROFESSIONALUSESAS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; OR C) WHEN THE COMPLETED SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS, THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL. PIPE AND STRUCTURE BACKFILL 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY PROJECT PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-24 IN ACCORDANCE WITH AASHTO M-145 AND HAS TEMPORARILY OR PERMANENTLY CEASED. SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION.125 REQUIREMENTS. 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING CLEAN-UP RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / REPAIR ALL DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES. 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP( S), WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY AN AVERAGE OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF -SITE, THE AFTER COMPLETION OF CONSTRUCTION OPERATIONS. CONTRACTOR MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER. IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED, 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS ATA SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND / OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / FILL WILL BE RELOCATED WITHIN THE (EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED BY THE OWNER. FACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION. EARTHWORK AND RELATED OPERATIONS 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE CONTRAC' OR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE PERFORMED. 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY EARTHWORK OR RELATED OPERATION. 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT BETWEEN OWNER AND CONTRACTOR". 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE - CONSTRUCTION CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY. PAVEMENT MARKING AND SIGNAGE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710, FDOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS. IN THE EVENT THAT BRICK PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING, COLORED BRICKS SHALL BE USED IN LIEU OF PAINT. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FDOT STANDARDS, LOCAL COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE PROJECT IS WITHIN A COMMUNITY DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS, SUCH AS ARCHITECTRUAL POSTS OR SIGN BODIES, ETC.. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE REQUIREMENTS AND PROVIDE SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALLANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY FDOT. CURBING 1. ALL CURBING TO BE PER FDOT INDEX 300 UNLESS OTHERWISE SPECIFIED ON PLANS. 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. TOLL FREE 1-(800) 432-4770 Z V 9 Z v+ L0 0) 4 F O InLJ wwmzD0 d LO z z wm- C) U M N Lf) 4 O FLL I w0LU-N NItO N v, a UJ 1) e U N CO o P W I-- N h a= w LL 00U N 0e W 6 C CL Q _ OU m F L~L w 0 imi- iff"a"Im Y 24 C c rnmcWCr W b Q 0. 10 .a 5 LL = LL n J Q N - aN 0 0 zz A I F;.;;-- -- e ..' 014/a.( 15- 256 10 OF 10 r 0 r z E z 0Uz0Dx a 2 0 LL, a r G 0 0 Lu V J F- V)