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HomeMy WebLinkAboutPAVING GRADING &DRAIANGE PLANIL E � EI ; , � F n f t F : E gg FT I I 3 s 1 E aK, w i L CONST. 20 LF OF _... L..�. _. _... .. L....._:- , ( 30" CA 0 0.51% h 0 T CONST. CONC. COLLAR ' ER FOOT INDEX NO. 280N 1 .70v® 11.5 C} .INV. 2.47--,�,' 9s-25 �) CONST. 165 LF OF 112 0 p ' CONST. 20 LF OF 18" RCP 0 1.50% 10 00--4.. `, . CONST. DO 18" CAP ® 1.po% ��, E , I' DUMPSTER 11.5� 4 r� f a RECYCLE LAKE DWL=6.0' N.A.V.D, r 11.40°s 10.?0 J' CONST. CONC. C81��LAR m '' tt PER FDQT INDEX NO.,280 INV. 1.73. €11.40 4 ,y, 10. D iITI � CONST. 20 LF OF�--_���iii ^ F 24" CAP 0 0.31% INV. 1.37 11 4 10.90 +10� VA1171 ..55 *gym BOA •36 a, e TURFBLOCK F . - -Aid I -FIRE ACCESS 115J / (, A LL1G ^N �k < 0 / l J and zs , 1.5 _ 1UICIA . CONST. 112 LF OF 15" RCP ® 1.( 3% ll.:, W 1 y J p3 O I i I FIIVF RFF I FIELD BK./PG.I • 1) ALL ELEVA77ONS AND BENCHMARKS SHOWN HEREON ARE RELA77VE TO THE NORTH AMERICAN VERTICAL DATUM (NAV.D.) OF 1988. Know what's below. Call before you dig. F7 i 1 /10.80 �t 5 e+f i OAK 0, SD 32 t d JO rve.,.om•.� f 1 a _ )% 0 an,�ro I 4' ih 24 SD-31„ 70 y CONST. 112 LF OF -- 24" RCP 0 0.62% ; 1 z s CONST. '^ `Y- 00 CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOU''TH 25th STREET . FORT PIERCE, FLORIDA 34981 151 N\V FLAGLER AVENUE . STUART, FLORIDA 34994 PHONE 772 464-3537 • FAX 772-464-9497 . w xt-engxom ST \I E. OF FLORIDA CERTIFICATION No. Ul 4286 x, I �tv s F I ILI n� ` ,v) I; IN }I I- PROP. BUS SHELTER LOCATION A.I I 4 E Eul # I E IZ ` 1 IS ,I GRAPHIC SCALE N Ph VEMENT PHASE 1 EL. 10.10 '; 1ai IE 40 0 20 40 . ` TO i �. S c0 f It 11 1 IN FEET) $S END OF SIDEWALK I inch = 40 ft. CROSSWALK L PER F00Y STOP SIGN & ..,,STOP BAR...: - I [ 9 86 yal 5 1-11 3 SD 0 N 10 CONST. E--w F 10.0 10 f KEEP RI T I .l ........., ..._,.,,..__ _........... o a (R4-7-) SIGN. cri . .,OF :I� .2�� �I..: c) a 10.4 )7 , �E. ,CONST. 61 LF OF �� .. I ..i "+ 15" RCP ® 0.205 SD-27 10.75IELIZABETH AVE. 0 103CONST 63 LF OF + ?I 18 RCP ® 0.55%,d i it j ' CONST. 60 LF OF 71 y' 1076 15 RCP ®0 67% 110 ,� 1035 +� 1 f BY DATE DESIGNED DM 2/1/17 CALLS. - - DRAWN ER 2/14/17 DETAILED - - CHECKED SM 2/16/17 APPROVED - I - DRAINAGE STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SD-9 CONST. TYPE, 'C' RIM - 9.50 INLET SW INV = 5.12 SD-10 RIM = 9.50 CONST. TYPE 'C' NW INV = 5.40 INLET S INV = 5.40 SD-11 CONST. TYPE 'C RIM = 9.50 INLET N INV = 6.00 SD-12 CONST. TYPE 'C' RIM 9.50 INLET N INV =6.00 SD-25 RIM = 9.72 CONST. TYPE 'F' W INV = 5.24 INLET E INV = 5.15 RIM = 9.50 SD-27. SE INV = 5.00 CONST. 4'0 MANHOLE W INV = 4.75 NE INV 5.00 SD-28 CONST. TYPE 'F' RIM = 0 9.9.96.50 INLET N INV = RIM = 10.15 SD-29 S INV = 4.65 CONST. 4'0 MANHOLE N INV = 3.90 E INV = 4.40 SD-30 RIM = 9.70 CONST. TYPE 'F' W INV = 3.60 INLET S INV = 3.60 SD-31 RIM = 9.50 CONST. TYPE 'E' N INV = 2.90 INLET E INV = 2.90 SD-32 RIM = 9.50 CONST. TYPE 'E' NW INV = 2.20 INLET S INV = 2.20 SD-34 RIM = 9.85 CONST. TYPE 'F' W INV = 4.70 INLET S INV = 4.70 SD-35 RIM = 9.50 CONST. TYPE 'E' W INV = 2.80 INLET N INV = 2.80 E INV = 3.55 SD-36 RIM = 9.90 CONST. TYPE 'F' S INV = 4.55 INLET N INV = 4.30 SD-37 RIM 9.50 CONST. TYPE 'C' W INV = 3.95 INLET E INV = 3,20 S INV = 3.70 SD-38 RIM 9.50 CONST. TYPE 'E' S INV = 2.35 INLET N INV = 1.85 SD-39 CONST. TYPE T. . RIM 990 INLET N INV =6.00 SD-40 CONST. TYPE T' RIM = 9.70 INLET W INV = 6.00 NOTES: 1. MINIMUM FINISHED FLOOR=12.0' N.A.V.D. 2. ALL ELEVATIONS (PROPOSED & EXISTING) ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 3. ALL DRAINAGE PIPES THAT ARE LOCATED UNDERNEATH OR CLOSE TO ANY STREET, PUBLIC OR PRIVATE, SHALL BE CONSTRUCTED OF RCP. 4. ALL DRAINAGE STRUCTURES PER FOOT INDEX NUMBERS 200, 201, 232,233. 5. NOTE; THE POOL, POOL DECK, CABANA, GAZEBOS, AND ALL OTHER RECREATION AMENITIES SHALL BE IN COMPLIANCE NTH, THE ADAAG. 6. ALL COMMON FACILITIES, INCLUDING RECREATION AMENITIES LOCATED WITHIN THE SEDONA PUD SHALL COMPLY WITH. ADA REQUIREMENTS SEDONA -PHASE 1 PAVING,GRADING &DRAINAGE PLAN •\1\GEN co: N/48� DATE: 12/6/2017 HORIZ. SCALE:1"=40' VERT. SCALE: N/A JOB No. 15-057 SHEET 6 of 16 WEIR WALL RECT. ORIFICE 0 I.E. 6.00. 12" P.R.B. A2 A2 EL.=9.60 _ RECTANGULAR ORIFICE GROUT BOTH BZ SIDES (TYP.) u CONSTRUCT 4" WEIRPLAN SECTION "132" WALL NO. 4'S U.S.F. 1120 SLAB ®6 C.0.E.W. TYPE RING AND COVER OR ENGINEERS TOP SLAB APPROVED EQUAL R.E.-11.50 111 4 BARS 12" O.C.E.W.. °0A 4 DI 4 DIA RECT. ORIFICE 6' DIA. EL. 9.60 12" TIDEFLEX CHECK VALVE 3'-4" 2'-4" ` 1/2" S.S. ANCHOR SERIES 35 (OR EQUAL),. • BOLT & NUT TOP & BOTTOM 4 TOTAL EL. 6.00 (PLATE WELDED TO TOP) FLOW FLOW_ 24'r R.G.P. INV.6.00 N .5.00 24 R•C•P• •' < GROUTS BOTH 6 SIDES (TYP.) AL ELEV. 2.50 ro 8'-4" DIA. Too - 6"-3/4" WASHED J # 4 BARS ROCK MR) 12" O.C.ELW. SECTION "A2" 6' DIA. CONTROL STRUCTURE DETAIL .FINISHED GRADE. BACKFILL NOT TO EXCEED 12" IN WELL TAMPED LAYERS FROM 12" ABOVE TOP OF PIPE BACKFILL NOT TO EXCEED 6" IN WELL TAMPED LAYERS FROM BOTTOM OF .TRENCH TO 12" ABOVE TOP OF PIPE .AND SHALL BE KEPT LEVEL ON BOTH SIDES OF PIPE DI /21 BOTTOM OF TRENCH --"'I SHALL BE SHAPED TO 8" D 8" FIT PIPE MIN. I I MIN. PIPE BEDDING DETAIL NEOPRENE GASKET BAFFLE DETAIL PLAN D= PIPE DIAMETER j2NOTE 1 MIN. 16 GUAGE PLATE TO BE WELDED 1/4„ x 2„ 3 TO TOP OF BAFFLE 8" MIN. ANGLE TCORRUGATED ALUMINUM METAL PIPE CUT IN HALF TO2' MIN. OR AS NOTED ON THE PLAN BRACKET DETAIL ELEVATION 1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE DIAMETER SHALL BE TWO SIZES .LARGER THAN THE DISCHARGE PIPE. 2. 1/2 "GALVANIZED LAG BOLT IN LEAD SHIELD. 3. WELD OR 2-1/4" THRU BOLTS. 4. MINIMUM 30" SUMP REQUIRED FROM LOWEST PIPE ENTERING OR EXITING THE INLET. 5. MINIMUM ELEVATION ON P.R.B. TO BE 2 FEET .BELOW CONTROL ELEVATION. POLLUTION RETARDANT BASIN BAFFLE TYPE NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELA77VE TO THE NORTH AMERICAN VERTICAL DATUM (N•A.V.D.) OF 1988. I r_ L 5) J I� 20' (TYP) PLAN 5` 4" 6" IN DRI WAYS 1�— 5%SL_ T 6" SUBGRADE MIN. (40 LBR) SECTION 13A211 1/2 v v v v Sm v v 1/2 " PREMOLDED EXPANSION JOINT MATERIAL ROOVE EXPANSION JOINT NOTES: 1•) ALL CONCRETE SHALL BE 3000 P.S.I., 4" THICK 6" THICK W/ 6"x6" W.W.M. AT DRIVEWAYS ONLY 2.) CONSTRUCTION SHALL BE IN ACCORDANCE WITH FOOT DESIGN STANDARD INDEX 310 (2017 EDITION) SIDEWALK DETAIL QPAVEMENT NOTES: 3 1. THE WEARING SURF E SHALL BE 1Y2" THICK. TYPE SP 9.5 ASPHALTIC CO RETE, OVER PRIME COAT. THE SURFACE COURSE SA BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM_.LABORATORY MARSHALL DENSITY. - 2. THE BASE COURSE SHALL BE LIMEROCK (70% CALCIUM), 8" THICK C PACTED IN ACCORDANCE WITH A.A.S.H.T.O. SPECIFICA N T-1.80 TO 98% DENSITY. MINIMUM LBR TO BE 1 0. 3. ALL ORGANIC AND ELDING MATERIAL WITHIN THE LIMITS SHOWN SHALL REMOVED AND REPLACED WITH CLEAN FILL, THE SUB SE SHALL EXTEND 12" BELOW THE BASE COURSE, S LL HAVE A MINIMUM DRY DENSITY OF 115 PCF AND SHALL BE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER A.A.S.H.T.O, SPECIFICATION T-180, METHOD "C". MINIMUM LBR TO BE 40. 4. WITHIN THE COUNTY RIGHT—OF-WAY, THE FIRST LIFT OF ASPHALT SHALL BE 1Y2" SP-12.5. TOP OF FIRST LIFT SHALL MATCH EXISTING PAVEMENT GRADE. i 1. NO.4 BAR PLACED ON PAVEMENT SIDE. 3" WEARING SURFACE `o> 6" BASE HEADER CURB DETPIIL NOTE: CURB SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOOT SPECIFICATION SE :TION 520 AND 347, CLASS NS CONCRETE I. PAVEMENT SLOPE 00 S �,!�og�tmjffl. 6" ROCK BASE SSUBGRADE DI e I TYPE I'D" CURB MATCH EXIST. GRADE EXISTING SAWCUT & STRIP BACK 6" OF EXIST. LIMEROCK AND ASPHALT 6 \PROPOSEE DRIVEWAY ASPHALT TIE-IN DETAIL 9.75-11.75 SECTION C-C SECTION K-K 5' CONC. SIDEWALK (DROP ® H.G. SPACES) 3 SLOPE VARIES: SEE GRADING PLAN TYPICAL PAVEMENT SECTION - MULTI -FAMILY DEVELOPMENT N.T.S 2ti SLOPE TO MATCH PAVEMENT �P2„ e,. Q� PAVEMENT .P�y N Op , 8' i a •. 6 (O � -rF i a e.. 4 � a 3000 PSI CONCRETE 4"LIMEROC K CURB PAD 4"LIMER OCK CURB PAD 3000 PSI CONCRETE MIN. L.B.R. OF 100 MIN. L.B.R. OF 100 MIN. CARBONATES=707, MIN. CARBONATES=70%, COMPACTED TO 95% OF MAX. COMPACTED TO 95% OF MAX. DENSITY PER HIGHSIDE LOW SIDE TYPE T-180 DENSITY PER A.A.S.H.T.O. HIGH `'F" CURB AND GUTTER NOTE: ALL CURB SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT DESIGN STANDARDS INDEX 300 AND 110, 2017 EDITION FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING. ENGINEERS I LAND SURVEYORS, 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA. 34981 151 SW F'LAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • PAX 772-464-9497 • wN xt-eng.com 11147 STATE OF FLOIIID CERTIFICATION No, 1.13 4286 UNIT FFE=12 N.A.V.[ r. LUCIE VARIES (25' MIN.) >CHOOL BOARD 9' 6' 10' �—' 11h 1 50 J1 1L J 3 3 1 MATCH GRADE MAX.. MAX. MAX I• ,. t , .,, .+t ,., > t,•t. , ¢,Lr ,.. t, L s>na r as'nt i r • .., S�ni *"u TO EXIST. ELEV. (8.5-10.Of) VARIES ` .- .....-.. Com,pactee Solt at Perimeter 11.0-9.0 TuKelock Permeable Paver Y ---- - Sod plugs Or Grass Seed TbPmll in Openings SECTION B-B, �J —u Fit0,5" (13 MM) SNOW Surface 8MI 1 7:5" (25d0 MM) Brtldm, Sand f ' / On9MM1 , Compacted Aggregate Bata Y T�I} rUpIle a-,ROguirad Turn Up Al Sldos t ,_. co„Pea©a sPbg ear TURF,IBLOM< „ r • ",„ ProvidIng a permanent solution to soil erosion problerns, Turf Block can I)e used In a vvIce variety of applications, from fire rou es and parking areas to residential aopliCationS Such as driveways and patios Irlenufactured 3'A" thick, Turf Block provides a sturdy pavement for vehicular irafflc that is perfect. for both residential and ' + 0 comine[Cldl uses>. )• i " 7 , i EC04040 23b/8"x1G-ilA" &1/8"(BDmm) 94 220D Ibe AO`X, "� r'iw 1"", 1rr TURF BLOCK DETAIL SECTION G-G 12" 12" �H� RED LETTERS ON q , m� "p6" STABILIZED SUBGRADE SHALL A MINIMUM DRY DENSITY OF GEOBLOCK®TURFBPCF AND SHALL BE COMPACTED (OR EQUAL) 8% MAXIMUM DRY DENSITY PER A.A.S.H.T.O. T-180 METHOD C. MINIMUM LBR 40 CAPABLE OF SUPPORTING 32 TON. FIRE ACCESS ROAD LAKE BANK SECTION 5 20' (TYP.) (TYP.) PLAN iv VARIES 4" SIDEWALK 1.5%SL. 8" 12" 6" SUBGRADE MIN. (40 LBR) SECTION "A -A" v v v v v . v X1" PREMOLDED - EXPANSION JOINT MATERIAL GROOVE EXPANSION JOINT NOTE: ALL CONCRETE SHALL BE 3000 P.S.I., 4" THICK 6" THICK. W/ 6"x6" W.W.M. AT DRIVEWAYS ONLY THICKENED EDGE SIDEWALK DETAIL K. MATTHES 00 — R E V I S I 0 N S -- BY I DATE BY DATE � � � � �� PHASE DESIGNED DM 2/1/17 CALCS. — — DRAWN ER 2/15/17 PAVING,GRADING & DRAINAGE DETAILS CHECIKED SM 1 2/16/17 APPROVED — — ORL DATE:1 17 HORIZ. SCALE: N/A VERT. SCALE: N/A JOB No. 15-057 SHEET 13 of 16 a THE EA OF S N ` DI OF THE NO ST 1�4; x , Y 3 G A LI z a `E v > K. r h L�1-111 : �, .,h - , =. m;,. „a,�; E STST . r «ry .R. ... , , ... 'J ,_ ...: .,a,.... '.a i✓.. .,.. X .$:. , ..:.. o.., .,1-. . � Kx..:.w�-i2' .'.`p. ., .- <.. .a i rv,. .' .., Y x ., "'A ... , TH .2, s 1 fr ✓ D 0 .. ,, ✓, y SOU.: �, _ r � ., {, .. { .:�.. �, .. y.,.. .. . " , �89 5 `WEB-T ONG STCOUNTIr� , ORID _ ARL „ D A .. LLOW. � __:_ � �, _. .. _, M , Y .., ,.e t t #... ... , n... , . , 4 , . .... r � ... ... ..fir -,..., ,. r;,, ,o- w: a.. i..,. x r .Y t DISTA OF _, ,b ,. _ � _, R � ... , D D E � _ s �, _ ... { 'i ! 0 .TH VING A,RADIU ��� SAL . CTIO (NT.. A 01`� VE C A B e ME �. . FOU NA .,.. _ � r� NGIN � .,A NC!_PK IL e& F� L � EAST NE .. .- o. ':'..9z a ..q..: x .. .. .. .. f..:. .... t ....... ) - - ... t.. ,.... .,. ,. -: _. �... ,. .,. ro.. s, c TR . OF ; u Y ES Y T T� _, w N A E W TERL 454. '� Ff� „ � u. , OF � E .. � , MR 2 . UARTE .OF-SECT10 . C TH T EAS, AST- U OF TH Y_._ 00621 ,AST A-� G HE T INE..�}_ a � NORTHE ART-R E NORTHEAS <> �_ � ,.. ✓ , 0 _ E LOt>! L O E T 01 .. -... , , .. ... .r e: ,.p :_lor : .-:. , e.,..: +r .... .. ,. , .4: .. ., ,...... �" .. i. Y u .. .. .a. _.. . -. .t. .. .. , , A OR ADN 2 ..r E OF T T �` N THEAST 4 ,r OF S I � , ,, . . 0 EWE IN E , , , ... � TAN S RTHEAST TER OF ,, ST UAR, E .:OF SEC ;. H, � C OF 5 951 E BEARING A :.BASE �, 1D N0 UAR THE NORTHEA Q h ON 9'AND.. f� 3F ET r� 0 T 2 E4 KS T �. .,, . ? 4 A NCE O ST LINE. �F OF HE NORTH A T 1 .. A OTH - � BE ,l GS SHO HEREON A , LLE 1 .,µWE ,, �% E S , ER AR N WN RES�A , ,�.�<...,-:.:....,. . t ,:, ,.�:.... � � T.h F A F T0 THE , Q FEE � : T 0 S ID WE T. -1 > 0t 0 � AS S LLATI AS iLi 5. � E E-RELATIVE E - THE 'SO SOUTH 89 -:39 .. DE _A TING SAID EAST LINE A DISTANCE a N�� � <,,a E TH RE70. THENCE U 53. WEST. P R _ OF .. d.. . .. ,.. - k.. .i i:: , r: ... -, ON E VNG A ., F 1372. F � ✓� C ST hl I DIUS O VE RA 8 n u. � TH � A R r , . 00 I FO 25 STR ET AND ,:nA U 80. F T , . I F WAY LICE R .STATE: OA 615 SO TH THE:: P � .A,. ,,_ A. .. , . r � �., .., . EET TO A' POINT ON THE EXIS ING.�WEST . GI T 0 R D U E _0 NT , x , 0.. .0 BEOF,,,FOLLOWING .7 { � rItAC A� E" LY FEET.T - OF GE F `LOWN DESGRI D PARCE,.`11 RVE NY ORS ��TER 454.59 � ��. - >F INNING TH OL .... n.>.. � .......#� Y S' x Y_} ........ :.S ...rr .... ..:.Y. r. .'. ,., , .: p .. ..p ✓. "".,....... , , , i�r ...,....- '4' n!L^. t . ,.... :r. '..:.ia W.:i..... v... ,.. -. .- o--... r .e.. ...... -- OF, ., .W .. u .... :ALL- 0 T2GHT OF. W Y_.. DS R0_u TH 89 � i A T. ED,WAR . �� 7..E � (,, : ''. art.... . e ..w i .. .. ... .. v. t _ hl..: ... .. , v —OF—WAY LINE A DISTANCE . .r- < . :-... ,..., THENC H 00 6 21 EA T-ALONG S ID WEST'. tGHT 0 .ANCE OF"180.5T` , TAN F`49 r SET THENCE:.�NORTH-.00O�r.35 r;WE T1'ARA _ „.,.:..: S �S�`'f LINE OF SECTION 29 .A DISTANCE, OF 20. ,,..: E SOUT 0 S A R, , :. FEET : THENCE NORTH 11 56 09 WEST DERARTI G SAD WEST RIGHT—OF—WAY LINE' A DISTANCE OF ;"3f=EET TO �ylYiEr,P01 (�'. BEGINNING. x, , , : HENC r, .. N,, „ „ . , S . AS 49,19. FEET, THENCE NORTH 00 37 36 WEST, A<DI_TANCE OF 57:42 FEET, THENCE. NORTH 07 56 30 EAST, A DISTANCE OF 75.76 PARCEL "Dp ' _" rc r"' w' <" FEET TO THE POINT OF BEGINNING. TSKETCH SIr T i CAII 7� UT 0 EAR ST- LUCIE COUNTY ' FLORI BEI G MORE CONTAINI G 55399 AC S OR LESS. ��- A STRIP OF LAND LYING IN SECTION 29, TOWNSHIP 35 SO H, RANGE,..4 ,,,., DA AND N _ N �,�,.�s, .;R ... - ����""� � � r- .,, M �: ' -PA RTICULARLY--BOUNDED :4,1D DESCRIBED -AS, FOLLOWS— . , . , . ';..,: , ram- �- :. � .- _, _ _ �.�- __ , .,, `, i�OP TO ,,aC�-a°La, COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 29; THENCE SOUTH, (10'O6'35" EAST, ALONG THE EAST LINE OF`SAID SECTION 29, A DISTANCE OF 40.00 FEET; THENCE SOUTH 89059'07" WEST, A DISTANCE OF 40.00 FEET, TO THE INTERSECTION OF THE SOUTH RIGHT—OF—WAY OF .EDWARDS' ROAD AND THE WEST RIGHT—OF—WAY OF SOUTH 25TH STREET, SAID POINT BEING THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'59'07" ' WEST, ALONG SAID SOUTR- RIGHT—OF-WAY OF EDWARDS ROAD AND raRsecoL► o�� PARALLEL WITH THE NORTH LINE OF SAID SECTION 29, A DISTANCE OF 31000iFEET; THENCE SOUTH 00'06'35" EAST, PARALLEL NOTES .. , " i ,,. s �, I RTH i.. w ,.., a ,,,...... SEC 29 A DISTANCE OF 20.00 FEET THENCE, ,Ili 89,-89,07. EAST :PARALLEL WITHSAQ.SNO SAID ._,- 5 l7 .. o. S . ,. �, .. ....� :., ..; ,.: , . , , > :.,, TAL acssorivn,LK ...<x.. ,, ,. .. , 1 ;:REPRODUCTO S 0 THIS MAP ARE.NOT �ALID.,WTROUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED n„-, _, ),,,: I N F 1.. N RAISED E ED LAKB v+ s ECTI ON 9 , .., , ,, rareeera crrr a , � . HENCE. TH 00 06 r,. r � .k�. RALLEL WLTH, SAID EAST LINE ,OF_S 2 ,..,,, cr ,.::,n �F .,Fp.f�.l �5. { DISTANCE OFF 0;00 FEET T .. __..; � ,;A ,.... .... ,-�.«., � �r.,, �. ., . ,.. .. �;.. ^.,.. VEYORY AND MAPPER. ,. ,;; ,� ,.�,Y o N. .. ` , . n ...... , , .., ,, .. ANCE OF ., . ,� EEL. ORT'H LINE 0 . SEC 0 ..29 _A. ST , . F A AL F TIN �:, - -DISTANCE . F �.'s0.v?_. E�.., ...THEN.. RTH -89 5907 nr _ .. t ... .. , ., .. ' r n _ , , .. .. 2 AD TIONS OR DELETIONS TO SURVEY MAP OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED ,. _ , n. u . � r ,.. r s `r 9 RIGHT— . -,v , ,.: w .., ... :. , . ,,.. , , ..... ...... ,.. .. °�..... , �... .. .. F 9T aUG STIIaK �. ! � ,:,,. er , ; R::S ,25TH CE* NORi1i .O0 06.35 ,.xWEST ALONG SAID ,"�.: ...,, 0 r EE r J, Pit s CIS ,a�a,O ENE ., RI ..T £ I WAY „_,i. , _.., �- , , , ,� _ , � , .;-; • e��:. ,:�. Wl. OUT CONSENT OF THE SIGNING_.PARTY OR PARITES....: _ w. _.:__ w,. d Tii ,. . .. , �. Y ,.. ; , Baas ! , _, x �..�, r � I. . ,� � E 50.00 FEE , . _ . � ,. _°� ,e EL 5 .I: EA : t.,OF TIO_ 9 A DISTANC OF C_,� w RIGHT s r _ ..I V�r, , o _ L, , , ,..�, , A _ �,,, . ,. .. � n :: r ,, �'_ - � r'� .4, „ �� :�, 3 ., ,HEREON PRO D BY ,:,E.CLIENT.-AND OR THEIR AGENT. .. Y,.w < , , ..r . ,. � ,.� .. „�. ,DESCRIPTION SHOWN VI E TH . � '.-tl POINT , .,.,.. wx r ..-K..,. . T RILE . .. , x„ a r, . , , ,_. ,. 4 U S TIO D IMP OV - TS WE NOT THIS SURVEY. , , ) NDERGROUND UTILITIE FOUNbA, , NS AN R EM�N RE N .LOCATED AS PART OF nsrroxe assca iV 6) THELASTASTLL PDATE OFARCEL OFIELD NWORK3WA�S MAY,4MORE OR'LESS. ° P 6 P_ „L., ) h nsceren , .., , ate. ,, s , . �..�� _ .. .. ,. ��, TOWNSHIP 35 SOUTH, RANGE 0 EAR NO 06 16 W AND �-ANDL.i.G:IN SECTION 4yti9.•=t±��,.:ni ,�, ,:",.„ .. ,,.._�. Ft. F_,�r, ,.,, ..._ .�. COUNTY,;FLORIDA AND BEING MORE 7)THE..EAST LINE THE SECTION 29:, TOWNS I 0 AN 4 EAST. IS TO BALL OTHER p,,>,P IC`JI_4& BOUNDED :AND DESC'I.E D ?�S �,-� , 3 !.'WSJ � BEARINGS SHOWN HEREON ARE RELATIVE THERETO, PJAM 8 l SAID DESCRIBED PROPERTY IS LOCATED, WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION "X" AREAS DETERMINED TO BE PROJECT VICINITY COMMENCE � �" 29; THENCE .IOU P l OC� 06 35 EAST, ALONG THE EAST LINE OF SAID � a ! .,OMPhE, vE AT .HE NORTHEAST CORNEA OFSAID SECTION ,. OUTSIDE A 500 YEAR FLOOD PLAIN, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.), ON FLOOD INSURANCE RATE MAP ZS. „.,- T, . , " S S� INTERSECTION 0 SECTION 29, A Ld., a �I�.,+_ OF 40.00 FEET: THENCE SOUTH 89 59 07 WEST, .� DL.,,ANCE OF 40,00 FEET, TO THE INTERSEC F NO. 12111 C0186 J WITH A BATE OF REVISION' OF FEBRUARY 16, 2012, FOR COMMUNITIES NUMBERED 120286 & 120285, IN ST. LUCIE Ya - S „ �� v -('��_ ,' .;✓.� �_. , ._ E 00 06, COUNTY, I D 'INSURANCE .RATE WHICH SAID PREMISES . r II'-s�P�xTY �IGF�`I -�.I ��'P,rOF EDWARDS ROAD AND THE,WEST RIGHT—( .,.WAY t<, S UTH 25TH STREET, THENC SOUL ,'�S a NTY, FLORIDA, WHICH S THE CURRENT FLOOD E MAP FOR THE COMMUNITY INISLOCATED. v _., :: M ;,, .: r�xcK „� <, v ON 2 T FLOOD 'ZONE DETERMINATION BY GRARHIC^^.SCALING ONLY, rc � ,,5ALONG .�AIC3 au.._.., ,.,�.,�-IT .Of WA, .,r� .SOUTH 25TH STREET AND �Ni7H''SAID EAST LINE OFSECIT ,,.,., ,: , ,, s i ,.. fi�r.3 z� ,,,.. ..,... ! % T BT. LUCIE u .') 2 r r 'ANN ! r ,. .., S.. ,_ . . _:,.:.Try .. ,..5.� ,.e :.. _ ! , f C , e �� 90 h r , � . D WE AY OF,�S r 9 W �- 'ANDS MAY EXIST ON SUBJECT PARCEL BUT .WERE NOT DELINEATED BY ANY AGEN AND- WERE NOT SHO ON THIS aI �.,(J,Ot� .,.�,, .+J r ,�.. s?9„ ✓. F�F �.,ti4S.l,3I,, .r.F.ti:CE _ .CTh eta .� 3.. d"F�T �ta.ONGSAI ST RIGHT OF W _.O. ,. ) ETLA ,. ,... - CIES WN, r. SURVEY. . , `,TREET AND a ARALY_ EY. h.. p . ;' SKr: _ �sT eeLx Rsaca �;, , ,,r ,. , 10 LANDS SHOWN. HEREON WERE NOT .ABS113ACTED BY THIS OFFICE FOR RIGHTS OF WAY, EASEMENTS OF RECORD, OWNERSHIP,. ' .. „.., , n. S + 1 ,P �. ,aW .. to ,. 4 9 t n i' Y , rv..x , : ,. �.. x , � x. , -..... .,.. ,". , ) :':. LAKE s ! � r IN�E�7. .. , s .. � 1 , . WEST P TH NORI�I L � , w.e1. l:,Lr�..._ ..,,_�.� .. .. r. ARALLELWI �, U THS TAINED THRO ,.,: � .a✓ -:,ems _r�,�1 ...9.1E 0� �,_t..d t . ,;, ... DISTANCE Lr. 160.6� ., ..r„c�," � ,,.AB^ANDONMENT S, DEED RESTRICTIONS, OR M RPHY ACT.. DEEDS, I INFORMATION SHOULD BE OB UGH APPROPRIATE TITLE'` ommCHOSS yS.gc. c fir,;... e d,' . r I- T.: r, 7.. -: , , ,r 5" 'W �y :, ,. — ..Y. . :.. s - ,'. ,; ., I,+, r,G�s.� C�,,,,,,r�r.t,r✓ >A:E.�r PA,..,,@..�..r.:u. WITH SAID .WEST RIGHT OF.::i?fAY 0 ,=✓z, ,,VERIFICATION. ,,. .,. +.� .���. Y L�f , � 3, F�, � S 4'1� � .>, n_�.00 FEET, !HENCE: �. .. :. L_ ..7 e ,.: > � -. BOUNDARIES A , , : � � � , L.,.�:I � f_Y,.,9__.EL WITH SAID NORTH LINE_ f.:SEC !� 12' SECTION LINES AND MONUMENTATION SHOWN HEREON AND USED DETERMINE PROPERTY BO RE BASED ON PREVIOUS SOUTH 25.TH; S,�,LI_,, A„DISTANCE C., 160:65FEET, THEIY�__ Lii.e�,:.. �3. 59 � �,, . ,. ) Fr, LelmsxoeLa 25,`+A DISTANCE OF 20:fl0 FEET, TO THE POINT OF BEGi '' ,Pv SURVEYS AND HISTORIC SECTIONAL INFORMATION. SOME MONUMENTATION MAY HAVE BEEN DESTROYED SINCE ORIGINAL DELINEATION OR RESOLUTION OF THE SECTIONAL SURVEY. AauIR " PARCEL „F„ 15) 25TH STREET (STATE ROAD 615) ROAD RIGHT-OF—WAY IS BASED ON RIGHT—OF—WAY MAP, SECTION 94504-2605 SHEET 4 OF 5, A STRIP OF, LAND LYING IN SECTION 29, TOWNSHIP 35 SOUTH, RANGE 40 EAST,ST. LUCIE COUNTY, FLORIDA AND BEING MORE REVISED, 1-22-1974. 'i PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: 16) CANAL RIGHT—OF—WAY INFORMATION SHOWN HEREON IS BASED ON N.S.L.R.W.C.D. CANAL INFORMATION MAP, DATED MAY 1991, PREPARED BY LBF&H. COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 29; THENCE SOUTH °10`O6'35" EAST, ALONG THE EAST LINE OF SAID SECTION 29, A DISTANCEOF40.00 FEET, THENCE SOUTH 89' 59'07" WEST, A DISTANCE OF 40.00 FEET, TO THE INTERSECTION OF THE SOUTH RIGHT—OF—WAY OF EDWARDS ROAD AND THE WEST RIGHT —Of —WAY; OF SOUTH 25TH STREET; THENCE SOUTH 00'06'35" < UST EAST ALONG SAID WEST RIGHT-OF—WAY OF SOUTH 25TH STREET AND PARALLEL WITH SAID EAST LINE OF SECTION 29, A DISTANCE OF 410.65 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 00'06',35" EAST ALONG SAID WEST RIGHT—OF-WAY OF SOUTH 25TH STREET AND PARALLEL WITH SAID EAST LINE OF SECTION 29, A b�3TANCE OF 877.12 FEET TO A POINT ON THE SOUTHVICINITY MAP LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 29; THENCE,SOUTH 89'19'20" WEST ALONG SOUTH LINE OF NOT TO SCALE. NORTHEAST 1/4 OF, THE NORTHEAST 1/4 OF SECTION 29, A'DISTANCE OF 2000 FEET; _THENCE NORTH 00'06'35" WEST, PARALLEL - - WITH SAID WEST RIGHT—OF—WAY OF SOUTH 25TH STREET, A DISTANCE OF 877A5 FEET; THENCE NORTH 89'59'07" EAST, PARALLEL -REVISIONS - BY DATE _. I; a .;, �, :,. . +,..,..., .x,.. ,:.. -. ,:.. ,.,.<: , s s, -t,Y - ^„t... ,,..,e,... . .. ,��€.w , . .?r.,, . r.:, .... z;r.,, Nt5,4 ,..u•.:. w,, . .,,�.: r•: 3, .... .< - ,.. rc . ..+ .„..x.+a r m.K. ,..k MyF.� , ,,. r. , ir.,:, ""o- 3" . U� ..], ^rca, RIGHT OF WAY LINE POINT OF COMMENCEMENT- N.E.CORNER SEC. 29, TSHP. 35 S. RGE. 40 E. PARCELS "C","D", "E', "F', "G", AND "117" t 6! ffim, I 0M.P. p W M BEG INNIN0,52 PARCEL "D" PARCEL "C" M.P P. W*A nil ou - - - - - OU - - - - - OU OU - - - - - OU - - - - - rml - - - - - Ott- - SAN. MH SOUTH RIGHT OF S89-59'19*W 769.72 MA S f -,-A0 ti, WAY tINE;; Z �U "'Z OU FIBER OPTIC BOX. F7ND.','4'x 4- M.P. \-POINT OF -mm.(Le oils) BEGINNING Z FIRE 06RANT AND WATER VALVE PEDESTRIAN SIGNA 59�O M, V o7t,, PARCEL "C" 54 Ou - F.P.L EAiEMEN O;R.-:226, Pr, 1 g�, g,�� �vi K v y� �0-1 gg T. LUCIE CO K,,T4,WPE ISERS OFk'K-*11 U 'g, " gaw "p qp IV ;4 Zi _U m V 4� was CON EWAI' ggg", �u v Am NP- '� � j � L ..... . 4�jv% A,, 4, R 4 40 R S, !n", 2, o 6 3"t ComPujTE BY DATE BY DATE FILE REF� FIELD BK./PG. CULPEPPER & TERPENING, I R E V I S 1 0 N S — 15-057 1 i-02/24 FIELD PK/SG 4-28-15 BOUNDARY SURVEY CONSULTING ENGINEERS I LAND ZURVEYO CALCS. GRAPHICS 2980 SOUT14 25th STREET * POWT PIFRCK FIOREDA 34981 DRAWN RNJ 5-07-15 PHONE 772-464-3537 - FAX 772-464-9497 - www.ct-eng.com PREPARED FOR 151 SW FLAGLAR AVENI)F , STUART, PLORIDA 34994 DETAILED PHONE 772�220�3376 * FAX 772464�9497 s, www.&- engrom D PRIME REALTY DEVELOPMENT PARTNERS STA71,1011 PLORIDA CHRMCATION �6: LB42816 DATE:5-07-2015 HORIZ. SCALE:1"=50' VERT. SCALE: N\A JOB No. 15-057 SHEET 2 OF 3 T 77 CONSTRUCTION PLANS FOR DONA PHAS I IN SECTION 29L TOWNSHIP 35 SOUTH, RANGE 40 ja '— ._,.'. r�?; -; s t "�� L ....." "' rr• r f ,'-3.-�`a ^F'a� [c...._..%' c xx '� vs`�'n"k+ �i.^V Si t�.4€ (r"✓d Jux"k5 tlXr °..�i �.,li8� .'S n qj f�-`rt ¢ S y i}3:s kr�€,', axS ,i F I'` YV } #� i�;tty,^rlr .fie'JM"^•-'." .. .._,,... �3~,`'!uu"fi =^if,_!.£F.5, ".�r r tai+*^� i I .Fa ? ` Mt"t T{.r"4'dAd"_s`' 15_s r 2 3'l.?.tc E �3!15" allT"''fly. 0.,rcyET `f i j_Me I�'7k try X s--. `e...._e r--fit-- 1 :'e3 ?} i__„__ i. =... 7'.�"-. '^s",iu4'fEr�i,-•.r°aS'" #d",�y r iy ' v t t i L . 7 x0 }e.-,..NEW #yy"id %i7 r € t?�3yn"g.'?' L ' 1 f 3 yp > S 'f-,,! -- r y 3i ^:`3"�ps ¢- Y f}�Ni's�'x t7ia3b2rlpir.-Nistl.X^Gs'36"J-i . �tI It-IVf Q(!JS nfit4 f», S I. Z. i�-r .i-.1' � 3 _ °C.J k RPIA -. t� 7.-:v tS..-:.; �h:....y— .,gar.,. i iI ,�6 .,.f 3s':;. cd e - -.� %I I 3tta 'Y ? r i'� "'. I .� ,5. }} p M, / R at / %�''....,.. ..., ri,_.__..._. t } { tt} fir' -t✓_.. 4 ;wYT 'iAw } r yyy���""" yyyttt �fi LOCATION '" SECTION o- TOWNSHIP1 EAST FILE NAME: 15-057 COVER FOR SUBMITTAL 6.13,17_DWG T. LUCIE COUNTY, FLORIDA PREPARED FOR ARDS LANDING-. Holmes Jackson Wokton ashingta Nassau GadRdM x-Fferson ^� Hamilton ^� alhoun Lean Madison Day Baker Duvet Liberty wakullo Suwannee ofumoi Tap or lfnion GuPF FrankPin �-^ Lafayette day St. Johns ilchris Alachua Dime Putnam Flagler Levy Morton Volusio Citrus ake GULF OF ATLANTIC MEXICO store® OCEAN Hernando Orange Pasco Osceofo Hillsborough Polk Drevard PROJECT Pinellas Indian River VICINITY Manatee Hardee keechobea Highlands L Lucie De Sato Martin orasu a tee Glad" Polm Beach Hendry D Curlier roward (lade T 11w/INd ,1. M d6/h .T.S. r a t■i Yliw + rr ir►. CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25TH STREET * FORT PIERCE, FLORIDA 34981 * (772) 464-3537 151 S.W. FLAGLER AVE * STUART, FLORIDA 34994 * (772) 220-3376 STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286 INDEX TO SHEETS SHEET DESCRIPTION I® • ■ • SHEET ■ 1 MASTERUTILITY �mqwnj■ ■F.AwWARIJIN Ogg• leam •W."Ve d UTILITY ■ � d • ■ DETAILS .. w w w s' s r M ■ A ■ DETAILS SPECIFICATIONS ML SEDONA -- PHASE 1 C&T PROJECT NO. 15-057 4 E N o4�Q CO No j367/23 §5g5iM1'' 1 OF 16 CONNECT TO NOLESi, 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMER(CAN VERTICAL DATUM (NA.V.D.) OF 1968, Know whafs C811 bi I CONTROL STRUCTURE Alti`W �� vm.�slp- � S �f.:.� li.,....,§; ., . `- I l d X, 2m yW Y111-.1 "T T f1­11- 77 7 IT al _ lV ' A ri . p._, ., .., (y}} kkk vl i IxL Jhj aJ _— Z V Ir— . ...... .0 '3, Z f Nl 01 ---- -- TEMPORAR� OUTFALL T SWALE J------ - ---------- F, ... .... . ..... ..... . ---- -- T r r 5P, 1, N kj VzNxJ F, NI kt 5 iz a v'. ncz w, 4a 3 4i T_- R 1. 41 A �J f Yl- Al .4, e-r EAST LAKE (PHASE 1) f 1.50 ACRES 4- Pi -26 a —27 I 14 ek PU aR I FIELD 13K. /M CE f6.00 NAVD t,4vj# PHASE I PROJECT vot�izlweow m. w�iommops w ll hVA ....... j .... 751 7, �-7A XIAM %ONNECT TO EXISTING TO EXISTING\=ONNECT 2-- 12" WATER MAIN _1 -WATER..MAIN _ .... AT ljl ill ii 1! 1 1 SOUTH 25th STREET SOUTH 25th STREET ------------ . ... ... j CULPEPPER & TERPENINGt INC CONSULTING ENGINEERS I LAND SURVEYORS 2080 SOUTH 25th STREET * FORT PIERCE, .RORTDA 34981 151 SW FIAGLEX AVEN UE o STUART, FLORIDA 34994 PHONE 77Z464-3537 o FAX 772-464-9497 a wim.ct-cm&com 5'rXrg Or KORIDA CIMT11FICATION No, LB 42$6 — R E V I S 1 0 N S — 0 mmw;l 7&EVA77,0N = 10 37 By DATE DESIGNED DM 2LI/17 CALLS, — DRAWN CA 2/10/17 DETAILED CHECKED Sm 2LIS117 APPMAUP111 LINE GRAPHIC SCALE so c 40 w IN MT I inch w 80 It 00000D DOUBLE WATER METER SERVICE SINGLE WATER METER SERVICE FIRE HYDRANT,' GATE VALVE & TEE ASSEMBLY -*4- PROPOSED GATE VALVE 81, W.M.— EXISTING OR FUTURE UTILITIES D.I.P. PIPE R.E, RIM ELEVATION I.E. INVERT ELEVATION MANHOLE NUMBER DOUBLE SEWER LATERAL SINGLE SEWER LATERAL CLEAN OUT TO GRADE SEDONA - PHASE I MASTER UTILITY PLAN No 38723 HORIZ, SCALE:I"-SO' VERT. SCALE: NA JOB No, 15-057 SHEET 3of 16 NOTES, 1) AU aEVA710NS AND BENC `HMARKS SHOW HEREON ARE RELA77VE To THE NORTH AMERtCAN VER71CAL DATUM (MALV.D.) OF 1988- Know whars below. Callbefore vou t.lvmru 1rr% FILE REE RELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 29180 8()MI 25th sfxper Forr PmpcE, FLoximm981 151 9W ITAGLFP AVENUE • sruArr, Fi-oRmA 34994 PROW 772-464-3537 - PAX 773404-9497 STNfF OF HAMM rMFIFICAMN No, 4296 REV I S 1 0 N S NOTES: I. BY F.S. 40E-2.061(2) THE PROJECT QUALIFIES FOR A GENERAL PERMIT BY RULE FOR SHORT—TERM DEWATERING. 2. MAXIMUM DAILY PUMPAGE TO BE LESS THAN 5MG AND MAXIMUM TOTAL PROJECT PUMPAGE LESS THAN 100 MG PER YEAR. 3. ALL DEWATERING EFFLUENT TO BE RETAINED ON —SITE. I&GEND wr"v� SILT FENCE INLET PROTECTION FLOATING TURBIDITY BARRIER SEDONA PHASE 1 SWPP PLAN/ CLEARING PLAN, Y'ARL EN ST DATE: 2/21/2017 HORIZ. SCALE,,I"-80' VERT, SCALE: NA JOB No, 15-057 I SHEET 5of 16 1 49 TURF LOCK FOR 20' PRE CCESS TYP) -- -4- 1 i \ l' 1 s € s 'a.v"k' /t :✓ `n ,1^ : I = 'v N y 4 l' q ,; �yy"�;iY'ti.` ''`: 50 53 6" 3(t-AKE f) / Dv L= 3.= ' � e.a. tl..('), r _ _..,._ >..•.i - _... .'. ,w.. � 1 ,..a~..M. _.,_.,-._-,..,�,...�.._... t 6"NPV2®3 o0% C 54 Y' }.,-r ._ l.. r.:i ALF w } FF ' +l 00 lI I_ • :€ 4 <.s' �x•.o,•^.`---`--,.,.,......»„_,..... ._..j......_� r; CONS f i. ram,' / 8" P%k #q CONST.4" P17, It.... ..__'�..�`"' "_r _.`___•___._ _"I.-_.,_,_-�_,.._.._.. _ ..... _"...,._,_.....,,. _. ,._._ ._._...,_..-_-..,.�_ $. "�'. Ij::q:G,t)'v3 € LPiFOL I I 9 I_ _ . _" a -.•' f f_,._Y99 _ a WL=6.0' N.A.V.D. co 4 CONST. 42 LP OF k ' y„yi117 jI 6" PVC a 3.00% __3 7 t SL CO-5 3c1439 g9.a 1 :,.QA-r (1 $I ; 0 . T i T-24S )F_i`7 -v )ifyy 1�'Irt, -_v0.CONST. EN4 T �r I.i 1 �'N � 3 -4 .t 4 fr CONST.21 LF OF 1 . € d '( 1 ! d I o� I a_ '_ _ ^ t Ar r Ir -�. -,... -, :l 6 PVC O 3.00% ' ¢ '# ,..,,... % "i a{ a Y S 7 ei1.!T: 1 tt 1 _ } 1 � > k r ? \ v , x F-L - rb�"-�ur>.i CRAG y" PX CONST, 20 LF OF a" PVC O ,40% 511, "J i w n 9 1 T'-19 T-2Q CONST. 23 LF OF CO-261 ' CO-27 CONST 42 LF OF 6" PVC O 3.00% ` t � } `U' ;6" PVC BD 3-00% `. CD-25 _, t SSSSSS Cp-2& SST.. ` i It � 1..3 ) s.' # s o [. y ,(U {• 1y 1 Y i 7r /»;�7( yff f�y f 1 FF ^ Ci :SSE 1 ARE _ .:� I i r , `..va S i !-- END PHASE T '-!AIATER MAiN 44 N'i. (716" ca + () BLOW -OFF ASSEMBLY SENr� _END PHASE] fix' SEWERS _ j _ W:s f Ur PLUG ENDI- 1))C( ONsiia" TEE t I i (4" G.V. CONS? 20 LF OF 1) a" O.Vr 6" PVC ® 0,409 CONST. (1) 8"XB" TEE (1) a" G.V. CONST, *4,,,y..�,,.,,..�--=-'�B , s 1) 6 x6" TES }f } f r } 'CONST 36 LF OF OSS=2. 3 j m �1) a" G,V �6" PVC O 6.00% I ., z.,.e CONST 115 "LF - ) OF 4" PVC W,M, - -� - OF So WM f00 LF ILLUSION CIRCLE all W 4 t � i! [ CONO5T.8" N.M. -• ASSCONY. Jj3N ` } # CONST. f"" TAP PINGsi i i SLEEVE AV, CbNST, 105 Li" ': } i{ �a OF 8" PVC W.M. _ _ , .-.... , § I B.S.P. 1 Op f f O V " PC CONST, 62 LF f { { I t 5 n� CONST. BO LF OF 6 .. I �i f�• i 9 •t CONST. 134 LF � � _ T-9 8" PVC O 0A w CONST. 105 LF } f } j . ; s # EXIST, MANHOLE OF 8" PVC W.M. It j RIM EL, - 12,69. a 9 i -., Ex, N, INV, _ (-)0,51 CONST. 76 LF OF SS-2 CO-8 i ff I !I EX, S. INV, _ ( )O45 n+ $AR$AI 8" PVC 0 0,98% ` __ -- } '.. '�� ,ONST., g? r. SS--z1 (i) 8- 4- TEE 4 # 1®' 4" wM a" wM (1) 4" G,V fl # ii, DEFLECT W,M A OUNI �- {•' PROP DRAT AGE ST1 t1C RE PROMDME i `�,CONST. 37 LF OF BOSS 5.60 0 6t. CONST. 49 LF 4F }w..,,._.;-,:._....I) f ( 3' MIN So ATION, USING 12" DIP,,,' ' } i 6 PVC 0 6,009 6 PVC O 6.00% } , ! t 1 p/((4�) 45) GREE BANDS+ �CONST. 115 LF o ® - '(' CONST. (} [ } t . k RESTR�I ED JOIN,, # 4 4" PYC W.M. DOUBLE WATER F �rT SERVICE (TYP)�i 4 I Y CON AG TO V fil LocAT19 PF W o CO-9 C m I III G 1 MAIM E STIN 2 WA R G u XI . F r 4 I , _ - � CONST. 43 LF OF 1 t d z _ 6" PVC a3.36% F t Y r ' .. s _ € EXtS1lN�� 12+ � I CS MAIN I WATERt CONST. 25 LF OF CONST. 45 LF OF CONST. 21 LF OF a Ai} #.,' ? ( I 1. 6' PVC 6,00%tiF 6" PVC 0 1.00% 6" PVC 1.00% f { a If co--1o. i1 } oCONS? 267 LF !' f,'€ `�� W CO-17 OF 8" PVC W.M. CONST, 26 LF OF N }a I p ( ] gg�{} R I raj I i 6" PVC 0 5.54% ...... CO-13 "T,22 ce t l .._,.�_...,._...._.. t ,q ,ta CONST. 36 LF OF 6" PVC 0 4.06%.: CONST. 44 LF OF 3. 6" PVC ®3,33% i I1:Q _. _._ } (1z r.,. DEFLECT 12 W:M,'',',ppRpUNp-(} I 6 PvCI O 3.00% - ,,,I O- --_u } I } € '(. PROP DRAINAGE ST, SING ' 01 1 tg -. CONST. 25 LF OF - CONST. 78 LF OF " C 72 za ---'-- T-11 " 3' MIN S€PERA`fIQN, SING 12" DI U m }�- w/(4) 45 DEGRE •B04DSi (' 6" PVC O 6,00%' 6" PVC 0 3,00% _. SS-29 �7 $� ON :� I & RESTRAINED JOINT i t ! CONST. 24 �LF 07 . g" P F. 79 Lf OF CONST. 20 LF OF CO -4 -. 6" PVC Mr 6A09" VC BOSD=3,33 CONST. 44 LF OF( I , s PVC O 6.0071.989TOSS=0.84 6" PVC 6I rCONST rt! 2"XS" CO29 i° R I I } SS-15 "( S" TEE ,(1} 45 SEND w44 (1)ID 2x8 GV CO-14 I .. I; I B.S.P. 1 q Iy i f i�zr �r� „�;��' 'CONTRARTOgRI T VERIFY°14A ION OF '.CONST, 80 LF I., ,t., rG.... ,,.�, OF 4" PVC W.M. $ CONST. 36 LF OF ; '.e {/, EX1 #u(#�'"0 12" WA AiN D frJ' W{� - 8" PVC O 0.40% i CONST. F.H. ASSY #2 6� CON S'E � O r-4 ;x:,.'7:': o;,. (1) 45 BEND U . f22 LF 4" 90' BEND': a Q'y -. o ., .:r OFCON5T8' PVC W,M. , L Gorasr, 123 LF �s Fj T-21 �® coNst E-151, M NHOLE ` I'OF 4" PVC W.M.1.' z9 m ! - { ";� RIM EL, 9°03' I (1) 8 X6 TEE =5,92 (1) 6" G.V: j. ,.EX, N. INV, =" ()70 BOSD z I # r,"Ex, 9, INV t )0,68' "pI Ri ;/: n M'CON57 16 LFY Iv"' LIZAR) OF S" PVC W.M r ,,f _ i 9 COWST, 148 LF OF " CONST, f85 LF OF 1'.,w,r}. y ,�*r. « ¢r.w.. CONST.i LF OF CONST, 154 LF -- 8 PVC 4ffi 0.40% .» t•''�. :� ',• ,✓�..,:., • 8" PVC O 0.40% OF B" PVC W.M. 8" PVC O 0.40%- 8" PVC O 0,40% # END t"<., _...,,.➢2,..�„__,_.,. _,,., #_...__;).,...,..I�._,..,__:...-r,.i_....�.... .,,,_`"-- _ -.z:_.,,.,.,...;.�•,_..,.L...,,.,.,..p'.0 'S^.., CONST, 36 LF g}, S " CONST. a3 LF CONST. M ,;T^e 'j,.r` >m. --^"s t;:. f w" j F'# .,-, x ...w.y.,y,_, _�, - _..__. „,._OF 8 W.M. _.. w ___ "`....- $" Pvc a 0.40%< 0) it TEE CONST. 8p LF i y ,f� { g , r,, CONST, a S 1 4" ON, OF a" PVC wM. Mt,)RNINGUEW LANE .. -.. s' "" 6 WM , = i r ENA P'H sit + 8" W1N 8" WM 8" WAi O TOSS=0.29 I � ii Ts T .18 i i BQSD-4,04 C P6 ,007 TOSS=3.57 8" PVC VC O 6` i CO- i t5....5-,34 CoNBT, 57 LF OF ,.._x., ^-: -6. PVC 0 z.5a% --:CA Ct i6" ;4 CONST. 123 LF OF 4" PVC W.M. , 26 LF OFI .- O e COP15T 96 LF SANITARY STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SS-13 RIM= 10.35 V = 1 NW IN 2.2 CONST, SAN. E INV - 2.11 MANHOLE S INV - 4,11 SS-14 RIM = 10,60 Concentric E INV = 5.50 Cy1(ndrtcol NW INV 6.50 SNacture SS-115 RIM - 10,60 CONST. SAN. W INV - 3.84 S INV 3. 4 MANHOLE NE INV ®5 $4 58-16 RIM . 10.26 CONST, SAN, W iNIV - 081 E INV - 071 MANHOLE N INV - 2.71 SS-20 RIM - 10,20 CONST, SAN, S INV - 2.00 MANHOLE N INV - 2.10 SS-21 RIM a 10,04 E INV = 3AO CONST, SAN, N INV m 3;20 MANHOLE SW INV -5.10 99=22 RIM 9,95 CONST, SAN, S INV 4.00 MANHOLE NW INV - 5.90 RIM - 1005 S9-23 N INV - 1.46 CONST. SAN: S INV - 1,36 MANHOLE W INV o 2,38 E INV - 3,35 RiM ® 10.10 99-24 W iNV -0.03 CONST, SAN, E INV = -0,13 MANHOLE N INV -0,03 5 INV m i.07 99-25 RiM 11,30 coNsr. SAN, s - W INV 0r27 MANHOLE S INV m -0,37 SS-26 RIM 10,00 CONST, SAN, N INV -0.92 MANHOLE E INV -1.02 S$-27 RIM 10,00 CONST, SAN, W INV - -1,25 MANHOLE S INV - -1.35 SS-28 RIM - 10.00 CONST. SAN, N INV - -1,51 MANHOLE E INV - -1,61 SS-29 RIM - 11.50 CONST. SAN, W INV - 7.9$ N INV - &05 MANHOLE S INV - 8,05 SS--30 RIM - 11.50 CONST, SAN, W INV - 7.96 N INV 6.05 MANHOLE S INV - 8.05 SS-31 RIM - 11,50 CONST. SAN. E INV - 7.95 N INV MANHOLE - &05 S INV = 8.05 SS-32 RIM = 11.50 CONST. SAN. N INV = 7.95 E INV = 8.05 MANHOLE WINV =8.05 SS-33 RIM - 11.50 CONST. SAN, N INV = 7.95 E INV - 8,05 MANHOLE W INV-8.05 SS-34 RIM - 11,50 CONST. SAN. S INV = 7.95 W INV - 6,05 MANHOLE E INV =8.05 ASW13 A4,53 %&b%ALk4d 846&LM W NATURAL GAS 1YPaTKkvE0uN : )M1, _ , A)T T ED AS NOTED e °has Staalla • L I9. Y90 sn au a� sa4n � S 96 MOd W aad doze B t^tinm cee EE�i`,€L• ass aakred Al " WAY tyLate the g i t Qs I ,: ")Se event ��11s Is9 o11nI~�tLv:a�se.�" � ., e 'A d9a Ccsca 9 � divotws god At anytime, wats`sts- a �!s€2sPs8xla"•s. rgA fr� y CO NST. 38 LF °•`� O CONSTr 42 LF w O e CONSTr 92 LF. : fr ' :a y: �"' $ s (, + C ...,,. -__ 3 lrw» .._ . , Mlkt f6" PVC O 6.00% 6" PVC 3,4s 11 i 1 I � I . , WATER & SEWER LEGEND , I- "6 (- __. _- �" ,y '° :.. d > t € to a a °- OF 8 pVC W.M, a a# 3 I i ' y i'r ' '$: �. r •-. .,-. „ e---CONST. 90 LF tlF " 1 I @i I (? '. w�� OCMI6LE WATER MEYER SERVICE �' _ a. N5 ,".:. ¢- €# /T•" e•+ -I r " _ I _.-, - -' 6" Pvc ®1.61% " : (1) 90 SEND I " �E � i �� } � 1Ea METER I1MOE w 8 e 1 t fr ( - CONST 92 LF OF t� # € } f i i , OF WATER MAIN (1 .$". 8" PVC O 1.58% CC-16 CO-1 I ff E d": {&. ", :. fr , i I , ' ' f ` .: I : OONST 136 LF OF I { I WHOLE WA i w:( t 's i CONST. z1 LF 65F € ,j i CO-17 I (. # a. , ° TYRE HYORANr�9ATE'EvaLVE -,• ,� r , „ 9 ST •• ONST. BO LF OF i a" PVC 61 6.40% SI :%1 ,} -. €^`}` & TEE A95EMt�LY = F$'' • *,, €' , Y^ tr. la" -'& .1)U FFr=1:, 7J •. xF -1 r..;at1 ( ,.. ,§ (1) 0 SO,_ �cr. ? -6" PVC 0 &OD% I , c ¢ (i) a X4" TEE 6" PVC O 6.00% { f ( fiI of yi?_.2,(, I f € $ x _ cONST. yy 1§ T-_, r = T-) 6 (I)' a"" TEE % T 15 i a" p v., T14 T 13 i f 1 i I.j tea PROPOSED GAVE VALVE -,. =595 ( { 3 t) " € # I E%iST. LIFT STATION i { i t t. RIM EL, 10.87 I I `i V _ 6,P,/2 6ACTERroL00icAL SAMPLING POINT gg fBOTTOM' #,,# }i--•"-6" W.M,--- 192 EASTINO OR FUTURE UTILITIES I s $ ._. : j 2 € 11 NEL, =((')6.08 f i [ 7 ._.. - _.. .__ I --- 1 = ' " CONST. 59 LF OF "I� iwT ( •is (d D.I.P, PIPE CONST. F.H. ASSY: CONST. 214 LF OF 8" PVC W.M. I # 8" PVC O 0.40� } E DRILL INTO _ _._ T. MANHOLE CONST 53 IF OF 8" PVC M. RIM ELEVATION - _. __.. _- _,.. . , ... __... = __. ,_.... .�.,. .._....._„ „EEXX,SE� NVI.' = (-)1,56 . INV ` FLE. _. .,.._ ..,... __ ._.- ..._. _........ ........ ...... ._...._-.-._g-- ..,- --s_ __ ...., ._ ... _..,., ...._. ,_ _ _ _,...... +' MANHOLE OE T - I - ) �' -. .. N89i9'20"E Ii21.26' EX. N s (-)1.83 I 1 IE INVERT ELEVATION T_ ._.. a . _.. .. SS-26 ) vCCONST.IW INV. )1.701.67 € 9 C¢`•oo.`Pw°� ......- . .__ .. ....., 1-,. ., LENGTH &SLOPE OF PIPE Jai l MANHOLE' t •- - - _ - e� - °_ -=; i \ }` EX�S@t. NV.-)L39 SINGLE SEWER LATERAL - EX N. (tdY = - 1-32 _ .. .. - .. _ .. . CONST. 39 LF OF ._ _ ( s 8" PVC 0 0.40% - �:` (€ �, 6o'T'oT CLEAN OUT TO GRADE 6 O 0 m o � 0 m � MliES 0 1 1) ALL ELEVATIONS AND BENCHMARKS SHOWW m HEREON ARE RELATIVE TO TILE NORTH AMERICAN KR71CAL DATUM (N.A.V,D.) OF 1968. Know what's below. Call beforeyou dig. a FIELD BK./PG. CULPEPPER irk TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 S01TjrH 25th STREET m PORT PIERCE, FLORIDA 34981 151 AW FI.AGLER AVENUE - STUART, FLORIDA 34994 ,., PIIONE 772-464-3537 * FAX 772-464-9497 wu>w.ct-eng.com St'XrE OF FLORIDA CE'RrIFICATfON lva. L6 428f, �. CONST. 16 LF OF 8" PVC O 0.409 -_-----� FPUA SEWER SERVICE REVISION FOR FPUA REVIEW COMMENTS I DEM f 6/05/171 1 DEM 5/19/17 1 BY DATE DESIGNED DM 2/2/17 CALCS. - - DRAWN YG 2/20/17 DETAILED - - CHECKED SM 3/6/17 APPROVED - - GRAPHIC SCALE 40 0 20 40 ( iN 'FEET ) 11uch - 40 ft, SANITARY STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CO-1 CONST, SW INV - 8,78 CLEAN -OUT Gp-z BE INV Q 8.08 CONST, NE INV - 8,03 CLEAN -OUT SW INV - 8,08 C NST, HE INV - 9.26 CLEAN -OUT 00-5 NE INV - 7,34 OONST, SE INV . 7,34 CLEAN -OUT NW INV - 7.34 C0-6 CONST, NW INV - 7,98 CLEAN -OUT CO-7 CONST, S INV - 9.39 CLEAN -OUT CAN6NS' S w INV = 6.29 CLEAN -OUT N INV - 6.29 CO-9 CONST. S INV - 9.50 CLEAN -OUT CO-10 CONST. N INV - 9,31 CLEAN -OUT CO-11 CONST. S INV = 9.50 CLEAN -OUT CO-12 CONST, N INV - 9,50 CLEAN -OUT CO-13 CONST. S INV = 9.50 CLEAN -OUT CO-14 CONST. N INV - 9,24 CLEAN -OUT CO-15 CONST. W INV = 4.82 CLEAN -OUT N INV- 4.82 CO-16 CONST. E INV = 8,41 CLEAN -OUT CO-17 CONST. W INV - 9.50 CLEAN -OUT CO-19 CONST. W INV - 9.50 CLEAN -OUT CO-20 CONST, E INV = 9.30 CLEAN -OUT CO-21 CONST, N INV - 6.40 CLEAN -OUT CO-22 CONST. E INV . 9r50 CLEAN -OUT CO-23 CONST, W INV = 8.43 CLEAN -OUT CO-24 CONST, NE INV ". 8.98 CLEAN -OUT CO-26 SE INV - 7,92 CONST, NE INV . 7,92 CLEAN -OUT SW INV . 7,92 CO-28 CONST, SW INV - 8,60 CLEAN -OUT CO-27 CONST, SE INV 8,82 CLEAN -OUT CO-28 SW INv � 7,38 CONST. SE INV " 7:36 CLEAN -OUT NW INV - 7,36 CO-29 CONST. NW INV - 7:89 CLEAN -OUT 0" YARL r% r NO 3 72307, S7 n m DATE: 6/5/2017 HORIZ. SCALE:1"=40' VERT. SCALE: NA JOB No. 15-057 SHEET 7 of 16 FORE PIERCE UTILITIES AUTHORITY WATER DFSTRfBU QY NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFCATIONS OF THE FORT PIERCE UTILITIES AUTHORITY 2. WATER "WiS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) &4ALL. CONFORM TO PRESSURE CLASS 150 WATER AWNS SAWWA SPECIFIED AS POLYETHYLENE (�) SHALE. CONFORM NO AWWA C-901 OR C-006FOR DIRECT BURY, (OR) �STANDARD CODE DESIGNATION PE3r4o% I8 FOR DIRECTIONAL BORING AND (OR) 9FOR 2 IN200, MENSION RATIO (OR) d7 CH AND SMALLER PIP NE& 3_ WATER MAIN, WIRE SPECIFIED AS DUCTILE IRON PIPE SHALL CONFORM TO ANSI%AWWA C151/A21,51 AND SHALL BE PRESSURE CLASS 250 (MINIMUM). 4 POLYVINYL CHLORIDE WATER AWN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES THE USE OF RDEWITF7CA7KW TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE AND THHN WIRE 5. FITTINGS SHALL 1E DUCTILE tRON CONFORMING TO ANSL/AWWA C-I 10/A21.10, CLASS 250 MIN., CEMENT LINED AND FACTORY COATED 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KEIVNDY KEN -SEAL, AMERICAN OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509• 7. WATER LINE'S SMALL BE BACKFIL ED AND COMPACTED IN ACCORDANCE WITH FPUb4 DESIGN AND CoAmRUCTION STANDARDS. THE CONTRACTOR SHILL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGWEERING AND THE CITY COUNTY, FOOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISOLCTEON OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE LESS THIN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 8. No FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHAD_ BE MADE WITHOUT PRIOR APPROVAL OF,THE FPUA RiGINEER AND aTY/COUNTY/FDOT ENGINEER. 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10. A PRE --CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER. THE CONTRACTOR FI'UA. AND CITY/ COUNTY/FOOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION, 11. OTRAFFIC CONTROL F TRANSPORTATION BARRICADES; DARDS AND SHALL BE IN ACCORDANCE APPROVED BY THE CRY ENGINEER. FLORIDA DEPARTMENT OF 12. MONUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UT7LIDES ENGWEER AND CITY/ COUNTY/F710T ENGINEM PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON OR IN PVC CASING 13. OWURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPL CABLE GOVERNING AGENCY REQUIREMENTS 14. COSTING UTILITIES AND DRHNAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR? 15. WATER AWNS SNALL BE TESTED AND DISINFECTED IN DEPARTMENT OF ENV/RONMEN;iY PROTECTION AND AWWA C-65�1 FOR IHSWFECTKIN.E WITH THE FLORIDA ] t- t 'w r' ♦ e v .. e t x♦ a '..,;.. .. ♦ � r G-1 FT, PIERCE UTILITIES AUTHORITY mid 11T�• PREFIMED pogyr OF e e TO ME FRUA WATER METER, 0 SHALL BE LOCATED CORNER a PROPERTY SELECTED By THE Fp.UA AS WE BEST LOC417001e ] MEIER EVERrr r e SELECT THE CORNER, WATER SERVICES AND METERS CAN BE CONNECTED R]. ,. 07HER OBSTACLES x CONNECTION OF R TO ME F.AUA WATER SER14CE, AREA fl , THE F.P.UA ENGINEERING DEPARTMENT U4Y AUTHORIZE MARKEDCOlYNECTION ALONG THE PORTION OF THE R/W LINE AREAv, Y- Aomo THE PROPERTYe j HORIZONTAL SEPARAWN OF WATER AM WASTMTEIZ SERVICES SHOULD 1, 6 FEErI PREFEItABLYI FEET METERS4 ALL SVALL BE WSIALLED IN AN UNRESTRICTED AREA FOLLOWING r, r ], D PROVIONG ADEQUATEPROIECTION S. THE FAUA OWL BE RESPONSIBLE FOR WE UWVMWX AND REPAIR OF ME WATER LAMM WITHIN IIAE fiASaWVT OR RIW-OF-WAY IV TO uff POW Y WAZER •BLA maim 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE- NORTH AMERICAN VERTICAL DATUM (N).V.D.) Of 198B FORT PIERCE M URES AUTHORITY WATER 2STM6UTI0N NOTES CONTINUED I& THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING U77LMES AND DRAINAGE, 17. THE CONTRACTOR SHALL FURNISH RECORD OR4wNG WFORMAToN TO THE ENGINEER INCLUDING LOCATIONS OF VAL FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES AND ANY OTHER PERTINENT WFORMAT NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED BY THE UTILITIES EN 18. THE CONTRACTOR TAP EXISTING UNES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES AUTHORITY ONLY A TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND .EEVE. 1g. WATER MAIN SFMLL BE MARKED BY THE USE OF CON77MJOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE IN COLOR) AND IDEN74FCAT7ON TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UDLITES AUTHORITY SPECIFICATIONS. 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR TESTING FOLLOWING &STING AND STERILIZA77ON OF WATER LINE CONTRACTOR SHALL PLACE A BRASS PLUG IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S OR ENGINEERS RECOMMENDATIONS (WHICHEVER 15 MORE STRINGENT) AND FPUA REQUIREMENTS. 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI, TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 HIP MINIMUM TEST •sLXP L= 148,000 Z2 L= LEAKAGE IN GPH S- LENGTH OF PIPE IN FEET D- PIPE DIAMETER W INCHES P- TESTING PRESSURE IN PSI 23. PRIOR TO ANY TESTt ALL MAINS 6" IN DIA AND LARGER SHALL HAVE A SWAB PASSED THRU THE ENTIRE TH OF THE LINE NOTE SWAB SHOULD BE PLACED IN Is, JOINT OF NEW UNE END OF MAIN SHOO BE "TURNED UP" AT 459 AND EXTENDED SO THAT SWABBING AND A FULL BORE FLUSH CAN BE ACC0 .PUSHED, BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN CH LINES AND SEQUENTIALLY SWABBED AND FLUSHED, 24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE MNINTAWED BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION IF WATER MAIN 6 OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER UNM THE DISTANCE SHALL BE MEASURED FROM ou*,DE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE WHERE THIS MINIMUM SEPARATION CANNOT PE MAINTAINED, THE CROSSING SMALL. BE ARRANGED SO THAT THE WASTEWATER PIPE J00I75 AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF GROSSING, AN0 7�E WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENCHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE ECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINOS, 25. WHERE A WATER MAIM IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SMALL BE MECHANICALLY RElTTRA/NED WITHIN 20 FEET OF THE CROSSING. 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. WATER DISTRIBUTION WIREAFFIXED BY TON TAPE POLYETHYLENE TUBING SERVICE tasuNG TER MNN ICORPORA17ON 1 ESTOP STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE MAIN R/W SEE NOTE 14 G-1 NOTES WAtW1WMMWATER ffrjff t FT. PIERCE UTILITIES AUTHORITY METERS TO 3" F--BY P IE TYPE METER BOX CONTRACTOR "} 1 -'*OR 2" POLYETHYLENRE TUBING SERVICE LOCKABLE METER VALVE CORPORATION STOP (NOTE 5) (CURB STOP FORD PART III 841-XXX 774HN WIRE WITH ONE SHOT LOCK (STERLING SECURITY Sr STAINLESS STEEL DOUBLE JR STRAP SERVICE SADDLE WITH LP, THREAD 1. BLUE 10 GAUGE TNHN WIRE SHALL BE ATTACHED TO THE SETRWCE LINE 2 WHERE SF3i94gts UNDER PAVETAEHT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE INSTALLED WR�iIN SCHEDULE 40 PVC CASING PIPE 3 1" & 3/4" MITER SIZES SHALL REQUIRE A LOCKABLE MEM VALVE. (CURB STOP) 4. MINIMUM COVt IN UNPAVED AREAS SHALL BE 30; IN PAVED AREAS OR PLANNED ROADWAYS OR SWALES MIN R SHALL BE 360, 5. FOR 2" COMMERCIAL SERVICE INSTAUATONS, FPUA WILL INSTALL ABOVE GROUND METER PER DETAIL W--8. nF CAL &NCI E.,WATER SERVICE CONNECTION 11'PJCA� NWATER W_2 nELD BK./PG.(1[ Pr PIERCE LDTUTIES AUTHORITY FORT PIERCE UTILITIES AUTHORIT7 WASTEWATER CONSTRV-00N NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. MINTY SEWER MAIN SHALL BE POLYVINYL CHLORIDE STIR-26, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH SEWER" MARKED ON TAPE AND SK&L CONFORM TO ASTM D-3034. 3• THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL. UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL. OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY, 5. A 1X MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS, 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING OF PIPE SIZES, LOCA77ON OF SERVICE TEE WYES, D14METER OF SERVICES 1-0047TON OF ANY FITTINGS FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, 7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM.. 8, WASTEWATER FORCE MAINS WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE WHERE THIS MINIMUM SEPARA7ION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSfNG, SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS ALL JOINTS ON 714E WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 8 INCHES MUST BE MAINTAINED AT ALL CROSSINGS, 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR AND FPUA/01 Y COUNTY/FOOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, t0. NO FIELD CHANGES OR DEM77ONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CITI`/COUN7Y/FDOT ENGINEER, 11. TRAFFIC CONTROL, BARRICADES ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 12, CONTRACTOR SHALL NOTIFY FORT PIERCE U77LMES AUTHORITY 48 HOURS PRIOR TO COMMMENCING CONSTRUCTION. 13, WASTEWATER FORCE UNN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CLASS 150, DR-15, 14, WASTEWATER FORCE MAW SHALL BE GREEN IN COLOR. 15. FITINGS SHALL BE DUCTILE IRON, CONFORMING TO ANSI1/AWWA C-110/A21,10 CLASS 200 MIN, AND INTERIOR EPDXY COATED. BY THE USE OF CONTINUOUS 10 GAUG TH i6. WASTEWATER FORCE MAIN SHAU. BE MARKED £ E HN WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED "SEWER" ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS, 17. MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE U77UTES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BAIL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER, 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. DRY -CON - CONNECTOR KGNE77C WIRE AFFIXED BY YEN77 RCA77ON! TAPE IYP,) POLYETHYLENE VARIES TUBING SERVICE EXISTING WATER MAIN CORPORATION STOP THHN WIRE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE L- COMPRESSION TEE R/W FINISHED GRADE TO EXISTING SEE NOTE 14 � 3" WATER MAIN DOUBLE ROME TYPE METER BOX BY CONTRACTOR `THHN WIRE LOCKABLE METER VALVE (CURB STOP 1" POLYETHYLENE FORD PART CORPORA770N STOP TUBING SERVICE B4IXXXX-G) 1H ONE SHOT LOCK (STERLING SECURITY SYSTEMS JR-05) ' STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH LP. THREAD 1, BLUE 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVCE UNE 2 WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE 3, 1" & 3/4" METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE (CURB STOP) 4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 300 IN PAVED AREAS OR PLANNED ROADWAYS OR SWALES MIN. COVER SHALL BE 36"• TYPICAL DOUBLE WATER SERVICE CONNECTION (N.T,S.) ERM Z 1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL. BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPARATION WHEN THE WATER MAIN IS BELOW, WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES VERTICAL SEPARATION, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUC77LE IRON PIPE (DIP) CENTERED ON THE CROSSING. (DIP IS Nor REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAW WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, 9LL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING), AT SUCH CROSSINGS PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAWS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART N OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F,A.C, WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE, 2 A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN A& TYPE OF STORM SEWER AND WATER MAIN IN PARALLEL IWAU A77ONS WHENEVER POSSIBLE A MNIMUM 3-FOOT, AND PREFERABLE t0-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE A MINIMUM 8-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND WATER MAW IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE, THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM OF THE WATER MAIN 6 LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAW MUST BE L41D W A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE 801TOM OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER, WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND 711E SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF O1P (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES, THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE PROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS), 3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN., ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS OMRMINED BY THE DESION ENGINEER, 24'Y24" SQUARE PAD X 4" THICK CONCRETE COLLAR IN UNPAVED AREAS W/REINFORCED CONCRETE MESH 6" PVC-900 PIPE aJ ' -• RESILIENT SEAT 6" MJ GATE VALVE ANCHOR TEE NON -RISING STEM VARIES 4 1/2" PUMPER NOZZLE FACING ACCESS R/W AND (2) 2 1/2" HOSE NOZZLES GROUND OR PAVEMENT X" NEOPRENE RUBBI SURFACE AROUND HYDRANT BLUE R.P.M.^ VALVE BOX (SEE DETAIL) „,RESILIENT SEAT 6 GATE VALVE NON -RISING STEM C-900 P,V,C, 24"x24" SQUARE PAD X 8" THICK CONCRETE COLLAR W/ 4 I{4 RESM 3" FROM EDGE OF PAD APPROVED TRAFFIC TYPE HYDRANT WITH 5 1/4" OR 6" VALVE OPENWG LINE TO GRADE UNDISTURBED SOIL 1 CY OF PEA ROCK (MIN) 8" MJ ANCHOR T7i " NOTES: L HYDRANT SHALL BE INSTALLED PLUMS & TRUE, 7, ENTIRE ASSEMBLY TO BE MECHANICALLY RESTTAINED, 2, HYDRANT SHALL BE PAINTED CARNIVAL RED 8, BLUE LOCATOR SHALL BE PLACED IN CENTER OF TRAVEL FRCM FACTORY, LANE CLOSEST TO HYDRANT, J. HEEL TO REST IN UNDISTURBED SOIL, 9. ALL HYDRANT VALVE BOX COVERS SHALL BE PAINTED 4, THE ONLY HYDRANTS ACCEPTABLE ARE: CARNIVAL RED, KENNEDY GUARDIAN, MUELLER CENTURION, 10, LOCATE WIRE SHAD. TERMINATE AT HYDRANT & AMERICAN AVK CLOW OR APPROVED EQUAL, 5, HYDRANT Z EWO MUST BE RESTRUNED ISOLATION VALVE 11, HYDRANTS SHALL BE NO MORE THAN FIFTEEN FEET To TEEN [15 Fr FROM THE CURB OF ROADWAYS OR FROM THE B. ALL FITTNOS SHALL BE MECHANICAL JOINT, EDGE �F PAVEMENT CLEARANCES OF SEVEN AND ONE HALF FEET" (7FT-61M) IN FRONT OF AND To THE SIDES OF THE FIRE HYDRANTS, WITH FOUR Poor (4 Fr.) CLEARANCE TO THE REAR OF HYDRANTS SHHAALL eE (N.T:S.) STEFAN K. MATTTHES CULPEPPER & TERPENING, INC - REVISION S - _ BY I DATE BY DATE SEDONA -- PHASE 1 DESIGNED _ _ CONSULTING ENGINEERS i LAND SURVEYORS 2980 SOU'TE-125th STREET • FORT PIERCE, FLORIDA 34981 151 SW AVENUE X772-4'A-9497 LtiRiDA34994 FIiiJNE 772-4fi43S37 •FAX. 772-4CvF-9497 s wdvw,ct-eng.co♦n srnar or n c�ra>n cr-_rzT�nc:er�oS �"_ r.Tt azxa CALCS. _. DRAWN YG 10/18/16 WATER & SEWER DETAILS DETAILED - CHECKED Sm 3/6/17 APPROVED - - m DATE_ 2017 HORIZ. SCALE: N/A VERT. SCALE: N/A JOB No. 15-057 SHEET 9 of 16 314- OUTLET OR APPROVED 1 Vim.♦ , OR COPPER VALVE PROPOSED zcm 77q 9 EMT 0 RRE HYDRA i y .O. . GRADEFORD CURB STOP nNISHED ; io POLYETHYLINE SEI&XW LINE CORPMHON STOP RD F-I 102 .,.. APPROVED +. STAMILE x STEEL DOUBLE SERWCE S40CLE WITH I.P.T. a4QLMMQ2C& SAMPLINGEMIT AFIER TESIING -a r- + CAP WIN fiR4SS PLUG AT CWPOPATION STOP. '7V&lj.K6.7L7a7 SEE NOTE NO. 5 12" I INITIAL BACKRLL SPRING LIME OF HAUNCHINO PIPE BpL_ 1) IN CERTAIN 901. CONDMONS A FOUNDATION M4Y BE REQUIRED B&ODING . RMWED PRWJULY TO :'I •.mo w. BOTTOM UP TO G9M SUPPORl'UNDER THE PIPE •M*4. MATERIAL stpLL ar ~ PLACED To THE SPRINGLIW Or THE PIPE 70 A PONT W- BELOW PROPOSED PROFILE GROIDE OR DMING OWE RE FW e OF akavu swL BE COMPACTED TO' OF DENSITY AS PER A45ff TO r 6) D9MY TEST SIAU BE PERFORMED AT AREAS DEMWED BY INE UTILITIES NOTES' 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELA77VE To 774E NORTH AMERICAN VERTICAL DATUM (N.A.VD,) OF 1966, T t 4' �17AFF7C PE METER 8c MB-39 (24 1/4 13 5/5 BLUE 10.1M. wrRE Nur FINISHED GRADE 2' LOCKABLE CURB STOP 2' 90 -( t�..,` ,-2' POLYETHYLENE TUBING BENDS \\ AM- SEC MJ TAP CAP 1. C40 SHALL BE RESTRAINED PER MANUFACTURERS RECOMMENDATIONS AND L : UA REOUIREMENT5. 2. RPM FOR BLOWOFF ASSEMBLY 3. CO CRETE SLAB TO BE 3000 PSI WITH 6" X 6" WIRE MESH. MANUAL SLOWOFF ASSEMBLY (N.T-S.) MANUAL BLOWOFF ASSEMBLY W— 7 a: r FIf F RFF I FIELD BK./PG. CROSS USED AS TEE MECHANICAL JOINT Fr PIERCE MIMS AUDIORITY 11 1/4', 22 1/2' 45, OR 90' BEND CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, PLOR:LDA 34981 151 SW FLAOLERAVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537. FAX 772464-9497 . wwwxtc cn&com srnrr Or n r��rD�e c erarlFt/~arrcrH wn, ru azceF uMJr of unLmES AUTHORITY INSTALLATION TEE FOR TESTING 6' NIPPLE WATER METER 6' NIPPLE 90, ELBOW-," 2' LOCKABLE \ CORPORATION 2' LOOKING METER FLANGE TEST PORT �y CURB STOP PROFILE 2' COPPER SERWCE PIPE NO 1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE NO PLANTS OR TREES WITHIN 18" AROUND METER OR BACKFLOW. NO SOLDER JOINTS Z ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90" BEND. WATER METER/BACKFLOW PREVENTER ASSEMBLY DOMESTIC SERVICE (COMMERCIAL) (N-T.S.) NOTES: 1) THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIRED LENGTH TO BE RESTRAINED B45ED UPON THE PROJECT AREA SOIL TYPE, PROPOSED TRENCH CONDmONS AND DEPTH, PRESSURE OF 150 PSI, AND A SAFETY FACTOR OF TWO (2). A DRAWING OF EVERY TYPICAL FTMA10 ASSEMBLY WITHIN THE PROJECT SHALL BE SUBMITTED WHICH RME07S THE RESTRAINT DETAIL PROPOSED FOR USE, INCLUDING LENGTH OF PIPE RF.STRAINr, 2) REQUIRED RESTRANED LENGTH CALCULATIONS SHALL ALSO CONSIDER THE CONDITIONS OF OTHER BENDS OR RMNOS THAT WILL BE LOCATED WITHIN THE CALCULATED RESTRAINED LENGTH (L) OF THE BEND OR RMNO IN OUESTION, 3) EVERY JOINT OR RTRNG MUST BE RESTRAINED ON BOTH SIDES OF THE BEND AND FOR TEES ALONG THE BEND ALSO. RNISHED MAXIMUM TRENCH WIDTH GRADE 2 x PIPE DEPTH + W e7�' r9 PLACE AND COMPACT PER SPECIFICATION 7 PIPE O.D. + 24 IN, w I SE MAX, WIDTH Iq } MAX. MAX, A INVERT, , n 1/2 PIPE "OX," HAND PLACED LOWER DUADRANT TO HE SELEOT MATERIAL SHAPED 70 RECEIVE PIPE BELL AND BARREL 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREME M OF THE FLORIDA TRENCH SAFETY ACT 2) INITIAL SACKFILL SHALL BE HAND PLACED TO 120 ABOVE THE PIPE; BACKRLL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS OCFERMINED BY AASHTO METHOD 7-99, lU SEE BELOW DUCTILE IRON PIPE AS NECESSARY NOTE: PLEASE REFER TO FORT PIERCE U17LTES STANDARD SEPAR47701V STATEMENT FOR WATER / SEWER CONFUC75 *ytat� KARL •,� C E IV ' Co No 38723 ;e"ly C Al HORIZ, SCALE: N/A VERT. 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SOMOM 3NL HUM "M W 3WYMd 370H" (1 SNOISN3YRI 37OHNM Wald l t (S370H ISV 3Md Mod) C 1 f I F f. 4 iZ NMI SS37 dodo A .zi .00I .Lt .0-.9 .iw-.zt .01 r99 .� .0-.S .9r«or .9 .9L .$ .0-,* .*. s? w L MS 108 .0. Q. V. 'VIO 3did I / I o �C. ! r tw r r. .0 1 I VMS 370HNVlw 33S Ji h. BESIDEYt D VALVE D y, f E.O.P. GONG....T 240 SQUM r THICKosm—w\,Om `7 ,, sD •a. r"- aD m GRADE I �1 1 __ter' s'.iI1'■ M'�-. I ii. . _-- — .Ii�I�tllfll��l. 1 �D SEE NOTE 12 —TRACE WIRE 1/2- PVC CONDUIT �' f US mew 7. 1, BLUE REFLECTIVE PAVEMENT 94RKER (RPM) FOR WATER VALVES AND GREEN RPM FOR WASTEWATER VALVES + PAVEMENT` EDGE Z FOR WATER AND WASTEWATER VALVES INSIALLF2T IN PAVED AREAS: ELN/MWTE CONCRETE PAD AND ENCASE THE MAGNETO LNRE IN 1/2- PAC INSIDE THE VALVE BOX SEVEN INCHES BELOW GRADE I DID MAY BE USED AS RISERS ONLY F A VALVE BOX LS NOT MANUFACTURED FOR THAT DEPIIL NO PVC RISERS SHALL BE USED IN ANY CAWAWSTANCIM GATE VALVE & VALVE BOX DETAIL NITS p3'n_ TYPICAL GATE VALVE & ✓-°� ww Box MAIL '—INSTALL R.P.M. ON THE PAD OF 5 Y1" WEIGHTED VALVE BOX IM & O EO.P. VifLVE MARKER atIFO: SIZE TYPE OF VALVE UTILITY TIDE I OF TURNS = RK,Y1T OF AWAY LINE e X 4' DOUBLE CLEANOUT WYE SPAMM _ TEE —LAVE w SEWER MAN DOUBLE LATERAL SERVICE GONNEC710M AT PROPERTY LINE RIGHT OF WAY LINE i` PLUG TEE—WYE CLEANOUT SEWER AWN aNGLE SEME LAAI D VEOM ® — BALL TYPE w4mmTER LOCATOR INSTALLED ABOVE THIS POINT BAIL BY 3M CORP. OR APPROVED EQw SERVICE LATERAL SHALL TERMINATE WITH A CLEANOUT SEWCE CONNECTION (NT.S) LeSERVICE CONNECTION S-3 wwslExa>Fla fEWAfFR mom _ FT. PIERCE WIUTES NAHMTY T3 M .R.0 2910. f OF f f NOTES 1) ALL ELEVA71ONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN WRI70AL DATUM (NAND.) OF 1888. RNISH GRADE CONTINUOUS 110 THHN MULTI STRAND TRACE WIRE HALF HITCH BEHIND EACH BELL E/P TYLER/UNION PART- 112T-147510 JIO THHN MULTI STRAND CONDUCTOR COPPER TRACE WIRE HALF HITCH ON EACH SIDE FINISH GRADE BRANCH SPLICE AT ALL TEES FIRE HYDRANIS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL M77NOS ka 1) TRACE WRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER AND SHOWN IN STANDARD DETAILS 2) INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE 3) CONIRRCTDR IS RESPONSIBLE FOR CON*URY OF ALL TRACE WIRE hwx .TS.) 240ff24'X12" SQUARE SLAB POUREO TO GRADE IN UNPAVED AREAS WTHRBERGLASS MESH REWRIRCEME:.NT AID 14 REBAIR 30 FROM OUTER PERIMETER 8"--45' P.V.C. 5 =45` P.V.C. TERMINAL t'-0" CIFAJIOUT mwE & COVER US. FOUNDRY 7621 OR APPROVED EQUAL "_ A (N,T.S,) DETAIL P.V.C. PLUG 2^2^12" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WIN FlBEROLASS MESH REINFORCEMENT AND J4 REB* 3" FROM OUTER PERIMETER FT. PIERCE UTILRTES AUTHORITY ENERAL POLICY WHERE COST JUSTiRED AND OPERATTONALLY FEASIBLE, IT IS THE GENERAL POLICY OF THE FRUA. TO PROVIDE WATER. ELECTRIC. SEWER AND GAS SERVICE FROM THE STREET SIDE OF A PIECE OF PROPERTY. DEPENDING ON FACTORS SUCH AS LOCATION OF EXISTING SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE AUTHORIZED. BUT ONLY WITH PRIOR APPROVAL FROM THE F.P.U.AL NO= 1. THE PREFERRED POINT OF CONNECTION TO THE FRUA, SEWER L470AG AREA 0 , SHALL BE LOCATED IN THE CORNER OF THE PROPMY SELECTED BY THE F.P.OA. AS THE BEST LOCATION FOR THE LATERAL. EVERY EFFORT WILL BE MADE TO SELECT THE CORNER WHERE TWO LATERALS CAN BE CONNECTED IN A Ar CONROURATTON AS SHOWN, 2, IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION OF THE BUILDING SEWCE LINE TO THE F.P,U,A SEWER LATERAL, WITHIN AREA 17) THE FPUA, ENGINEERING DEPARTMENT MAY AUTHORIZE THE CONNECTION ALONG THE PORTION OF THE R/W UNE MARKED AREA Q . 3, HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD BE A MINIMUM OF SLY FEET AND PREFERABLY 10 FEET. 4. THE WASTEWATER LATERAL SMALL BE LOCATED WITHIN RIGHT-OF—WAY AND TERMINATE AT THE PROPERTY LINE 5. THE FP.UA. SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE WASTEWATER LATERAL WITHIN THE EASEMENT OR RIGHT—OF—WAY, UP TO THE POINT OF CONNECTION. .►� WASTEWATER SERVICE >>.. FFFFF FIELD BK./PG. CULPEPPER & TERPENING, INC �- CONSULTING ENGINEERS I LAND SURVEYORS _ "A 2980 SOUTH 25th ST XMT • FORT PIERCE, FLORIDA 34981 b $ � 151 S\YD FLACYLER AVENUE a STUART, FLORIDA 34994 PHONE 772-464-3537 s FAX 772 4G49497 s wa xt-engxom SLATE OF IT-ORID,l CERTIFfCKnON No. LB 42S! — R E V i S I 0 N S- BY I DATE ZU,7PLUO (SEE NOTE1) SEE NOTE 2 MAIN OR LATERAL SEE NOTE EE NOTE 2 1) Mt TYKE WASTEWATER LOCATOR BY 3M CORP. OR APPROVED EQUAL. 2) MINIMUM SLOPE OF 1/8" PER FOOT USE ORE4TER SLOPE WHERE POSSIBLE: 3) SERVICE LATERAL SHALL TERMINATE WITH A OLEANOUT, 0 INSTALL CLEANOUT AT THE PROPERTY LINE. REFER TO DETAIL S-1 FOR SPECIFic PROPERTY LAYOUT, BY DATE DESIGNED — — CALCS. — — DRAWN YG 10/18/16 DETAILED — — CHECKED I SM 3/6/17 APPROVED I — — SEDO►NA — PHASE 1 WATER & SEWER DETAILS IV ` I40 38' f+r l DATE:3/3/2017 HORIZ. SCALE: N/A VERT. SCALE: JOB No. 15-057 SHEET 12 of 16 rl STATE OF FLORIDA EROSION & SEDIMENT CONTROL - DESIGNER & aEVIE WER MANUAL Project Name and location information: Sedona, Section. 29, Township 35 South, Range 40 East, Port Pierce, Florida Describe the nature of the construction activity: Multi -Family Residential Land Development Describe the intended sequence of major soil - 0-2 days, site prep and stabilized cemstrucrion disturbing activities; entrance; • 3-6 days, install perimeter sediment and erosion Controls; - 7-60 days, install sicmnwater retention basin • 7-10 days, dcaring/grubbing over all areas • 11-90 days, site gradinilp - W150 days, install Stamp sewer and utilities • 150-180 days, stabilize site. Total area of the site: 9.28 Acres(Phase 1 not including outfall swale Total area of the site to be disturbed: 10.07 Acres(including ourfall, sa®ale Existing data describing the soil or quality of any Erisiting suit types are Wabasso Sand and Winder stormwater discharge from the site: Loamy Sand. Wahasso sand The water table is am a depth of less than 10 inches for 1 to 4 months during the summer rainy season_ The water table ispen:hed and rxides to a depth of more it= 40 inches during dry Seasons. Internal drainage is slow because of the shallow water table. Winder Loamy Sand has a water table depth of less than 10 inches for 2 to 4 months. For most of the year the water table is between I" inches and only for short periods of tinge during dry seasons, the water table reaches below 40 inches. Estivate the drainage area size for each discharge point: 9.28 Acres Latitude and longitude of each discharge point and 1. LAT : 27 deg 24' 35" N LON: 80 deg 21' 13.75" W identify the receiving water discharge point Discharges to NSCRWCD Canal No, 9A. Give a detailed description of all controls, Best Management Practices (BMPs) and measures that will be implemented at the construction site for each activity identified in the intended Sequence of major soil disturbing activities section. Provide time frames in which the controls will be implemented. NOTE: All controls shall be consistent with performance standards for erosion and sediment control and stormwater treatment set forth in s. 62-40.432, RA-C.., the applicable S Wrhwater or Environmental Resource Permitting requirements of the Department or a Water Management District and the guidelines contained in the State of Florida Erosion and Sediment Control Designer and Reviewer Manual, FDOT, FDEP (2007) and any subsequent amendments. - Prior to clearing, a silt fence (trenched 6 inches deep and backfiBed on the uphill side), shall be installed around the perimeter of the site. A rock entrance road (that is 50ft long with a 6 inch depth of FDOT #1 stone and limed with fitter fabiie) shall be constructed to nummize the effects of tuck traffic and sedimentation tracking both on and off of the site. There will be, only one construction entrance at this site - After the initial site grading work, all proposed inlet(s)loutf Ills; once installed, shall be protected from erosion and sediment runoff by the use of filter fabric and property installed inlet filters. Disturbed portions of the site where constriction activities have permanently ceased shall be Stabilized with sod or other permanent stabilization methods (if other methods are used, this SWPPP will be modified) no later than 14 days after the Last construction activity: Seeding shall be the same as in temporary seeding. • Alt installation shall be commenced as depicted on the attached site Wrap and 'installation "typicals" sheet Describe all temporary and permanent stabilization practices. Stabilization practices include temporary seeding, mulching, pernam ent seeding, geatexules, sod stabilization, vegetative buffer strips, protection of trees, vegetative preservations, etc • Temporary Seedmg Shall be tye grass or other appropriate ground covers depending upon season of installation that is applied at manufacturer's recommendations to any distnrbed areas that ace inactive more than 14 days. • Sod shall be used to stabilise the sides of the detention basins. • Filter fabric shall be placed under the mck entrance/exit • Vegetative buflers shall be left undisturbed along the boundaries of the property, with the exception of exotic vegetation removal Describe all structural controls to be implemented to divert storre water How from exposed soils and structural practices to store flows, retain sediment on -site or in any other way limit stormwater nmoff. These contents include silt fences; earth dikes, diversions, swales, sediment traps, check dams, subsurface drains, pipe slope drains, level spreaders, storm dram inlet protection, rock oudet protection, reinforced soil retaining Systems, gabions, coagulating agents and temporary or permanent sediment basins. • A silt fence (with the same installation as indicated under the Best Management Practices headmij- shall be placed around the entire perimeter of each construction phase. • A wet detention basin shall be constructed which may be used as a temporary sediment basin (Pont to being connected to a discharge structure) if needed. Care shalt be taken to assure the removal of accumulated fine sediments and that the eccessive compaction of sod by construction machinery is avoided. • A floating turbidity barrier to be installed in NSCRWCD Canal No. 9A at property outfall. • Inlet(s)/Oudidls shall be protected with filter fabric and property installed inlet 06ers(with the same installation as indicated under the Best Management Practices heading). Describe all sediment basins to be implemented for areas that will disturb 10 or more acres at one time. The sediment basins (or an equivalent alterative) should be able to provide 3,fiM cubic feet of storage for each acre drained. Temporary sediment basins (or an equivalent alternative) are recommended for drainage areas under 10 acres. NOTES 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN 16 VERTICAL DAWM (N.A.V,D.) OF 1988, Know. what's below. No temporary sedimentation basins are proposed. The ctention basins (prior to being connected to a discharge structure) may be used as a temporary Sediment basin i needed. Describe all permanent stonnwater management coat such as, but not limited to, detention or retention systems or vegetated swales that will be im"ta ', during the construction process, • A stormwater detention basis Shall be constructed pe r ERP permit and all disturbed areas shall be grassed. Waste disposal, this may include constriction All construction materials and debris will be debris, chemicals, litter, and sanitary, wastes: placed in a dumpster and hauled off site to a landfill or other proper disposal site, No materials will be burred on site, Uffsite vehicle tracking from construction Off site vehicle tracking of seditTuew its and dust entrances/exits: generation will be minimized via a rack Construction entrance-, street sweeping and the use of water to keep dust down. The proper application rates of all fertilizers, Phonda-friendly fertilizers and pesticides will be herbicides and pesticides used at the construction used at a minimum and in accordance with the site: manufacturers suggested application rates. No fertilizers and pesticides will be stored on site. The storage, application, generation and All paints and other chemicals will be stored in a locked migration of all toxic substances: covered shed. Other: Port -or -lets will be placed away from storm sewer systems, Stoma irilet(s), surface waters and wetlands. No vehicle maintenance shall be conducted on -site. A washdown area shall be designated at all times and will not be located in any area that will allow for the discharge of polluted runoff A smAll vegetated berm shall be placed around the nrashdown area. Provide a detailed description of the maintenance plan or all structural and non-stmemral controls to assure that they remain in good and effective operating condition. Contractor shall provide routine maintenance of permai Lent and temporary sediment and erosion control features in accordance with the technical specifications or as foil ws, whichever is more stringent • Silt fence shall be inspected at least weekly. Any requ d repairs shall be made immediately. Sediment deposits shall be removed when they reach approximately one-h llf the height of the barrier. • Maintenance shall be performed on the rock entrance when any void spaces are full of sediment • Inlet(s)/outfalls shall be inspected immediately after e ch rain event and any required repairs to the filter inlets, silt fence, or filter fabric shall be performed immediate) , • Bare areas of the site that were previously seeded sh be reseeded per manufactures' instructions. • Mulch and sod that has been washed out shall be rep red immediately. • Maintain all other areas of the site with proper contr as necessary. Inspections: Describe the inspection and inspection do mcntation procedures, as required by Part V 114, of the pennit Inspections must occur at least once a week an hvidur, 24 hours of the end of a storm event that is 0.50 inches or greater (see attached form). Qualified personnel will inspect all points of discharges all disturbed areas of construction that have not been stabilized, instructed area and locations where vehicli s enter and exit the site, and all BMI's at least once every 7 calendar days or within 24 hours of the end of a rainfall event that is 0.5 inches or greater. Where sites have been finally stabilized, said inspections shall be conducted at LAst once every month until the Notice of'fecatination is filed Identify and describe all sources of non-stormwater shist isirges m allowed in Part IV.A.3. of the permit Flores from fire fighting activities do not have to be fisted or d scribed. It is expected that the following non-stormwater discha may occur from the Site during construction period: wash water (where no spills or leaks of toxic or hazardc is materials have occurred), and uncontaminated groundwater (from dewatenng excavation). Dewatering hall be done in accodance with the requirements of the SFWMD Water UsePemnit. If said discharges do occui, they will be directed to the temporary sediment basin prior to discharge_ Turbid water from the storm -water p shall not be pumped directly into the receiving waters. Any pumped water from the stormwater pond Shall be reated so as to not allow a discharge of polluted stormmwater. Treatment can include silt fences, Settling F narids, the proper use of flocculating agents or other approtiriaw means. Ail contractor(s) and subcontractor(s) identified in the SWPPP must sign the following Certification: "I certify under penalty of law that I understand, aand s ll comply with, the terms and conditions of die State of Florida Generic Pen -nit for Stomhwater Discharge from arge and Small Construction Activities and this Stomnvater Pollution Prevention Plan prepared Herein ex." FIELD BK./PG.'l CULPEPPER & TERPENING, INC VERTICAL SEAMS FLOATATION FLOATATION COVER GALVANIZED CASLE_w ,,. 4'e END/TOE PLA7E� ,,,..✓ GA4,VANIZED FLOATATION NOTES 1. TURBIDITY BARRIERS ARE NOT TO BE INSTALLED WHERE FLOINS WILL CAUSE EXTENSIVE MOVEMENT OF THE FABRIC SKIRT 2, FLOATATION SIZE. DETERMINED BY SKIRT DEPTH/SITE VARIABLES, 3, BEFORE TAKING THE TURBIDITY BARRIER AWAY FROM A CONSTRUCTION SITE, ACCUMULATED SEDIMENTS BEHIND FABRIC SKIRT MAY HAVF To RF RFMOVFn AF.nlPFt.TFn RY ainacn TURBIDITY BARRIER Figure V-44: illustration of a Turbidity Barrier Curtain Pnrndssion is given by HydroDynamicSinratpora ed to easy and raprodw¢ tills derail V-15 CHAPTER 4: BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENTATION CONTROL A Plow-+. Its Ltd A PLAN VIEW ATTACH FILTER FABRIC SELURILY TO 294 10400n FRAHE, OVIBRLAPPIN& 'TOP FKAF FCEssARY FABRIC TO NEXT STAGE OR STABILITY �PONDINO HT. IS` MAX. 294 MOOD FRAME 4 SIDES OF 0.1. Sibs MAX e 12' MIN VIROP INLZr V SECTION A -A N0175t I. DROP INLET SEDIMENT BARRIERS ARE TO BE 4. THE TOP OF THE FRAME (P01,01" HENSHHT) USED FOR SMALL, NEARLY LEVEL DRAINAGE hR15T BE WELL BELOM THE GROUND JeLEVATION' AREAS. AL THAN SW DOMNSLOFE TO PREVENT RUNOPF FROM 8Y- 2. USE 2X4 WOOD OR EWIVALENT METAL STAKES, PASSMO THE INLET. A TEMPORARY DIKE MAY (3 rT. MIN. W!NSTW BE NECESSARY ON THE DOPMLOPE sIDE OF j` B. INSTALL 2X4 MOOD TOP PRAMS TO INSURE THE -STRUCTURE STABILITY, Figure 4.5a. Silt Fence Drop Inlet Sediment Barrier Soureas: Erosion Draw - R E V I S B d N S- BY I DATE CONSULTING ENGINEERS ( LAND SURVEYORS 2980SC3LITH 25rh STItELT • P(5RT PIEItCLi, PJ URt79A 34981 PHONE 772=4(4-9537 • PAX 772464-9497 a wevw,ct-enpcont 151SWPLe1G1 RAVENUE-STUART,PLORIDA.14994........................................................................ PHONE 772220-3376 • FAX 772.464-9497 s www.cr en,G.et3m .4'r'ATN OF^01OLiA. 4AR1'1PXCA2101VlVa.Us 4204 ,.., .. .... ..... ........... ....... ........ ..... ,......, .... ,,, ., 77 BY DATE DESIGN,,,.. DM,,,. 2/,Z/17,.,, CALCS, DRAWN I ER,., 7„ DETAILED CHECKED, „SM 2fT�/17„ o..�,...,.. r"","••••K STEEL OR WOOD IN POSE INSTALLED AFTER COMPACTION OF "SLICE" FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE POSTS OR (IF USED) TO THE WIRE MESH r WOOD OR STEEL POST INSTALLED BEFORE COMPACTING BACNFILL MATERIAL \ RUNOFF B- Tp 12-IN, SLICING METHGD ATiACE NO TWO SILT FENCES RUNOFF WHEN TRENCHING IS USED PLACE THE END POST Ell-®,,,..�- OF ONE FENCE INSIDE THE END POST OF THE 12- N.:.�"" (MINIMUM) - OTHER FENCE ROTATE BOTH POSTS AT LEAST ISO DEGREES IN A �raJJ-" E DIRECTION TO CREATE C TO CREATE A SEAL PATH THE FABRCC FABRIC FABRIC MATERIAL MUST BE PLACED IN A 8-1N. MATERIAL. x 6-1N. TRENCH WITH A '0 SHAPE BEFORE DIRECTION OF RUNOFF WATER BACKFILUNG AND .COMPACTING THE SOIL DRIVE D OSTS i ABOUT BOTH OTH PINTO 771E TRENCHING METHOD GGROUD ROUND AND BUR TIE SILT FENCE BARRIER INSTALLATION Figure V-40: illustration of a Slit Fence Barrier Purailanion M given by HydroDynamlo Insaip®rated Is copy and raprach o This dasil V.7 STATE OPFLOSIDA EROSION & SEDIMENT CONTROL - DESIGNER & REVIEWER MANUAL SO -FT. 6-I14, \-FILTER MINIMUM CLOTH I � 2- 7tl 4-IN, ROCK STING GROUND (NTS) SO --FT. MINIMUM ,•---.-^......^. �'. JJ /JJJ 8 Ff .a, ; Jrr'JJw``^"i''-'is�n�_iJiiy "iiJiii''-'i�1Ji,•+.''i'i d�Mlt(ItetUt4t Jar � �1,,. d JJ , yYa JjJ rJ,J✓y r ,d ., JJJ /J r JJJ �J Jr, 12-ET. MINIMUM EIDSnNG 4 . Jr ry J J rJJJ JJ JJ JJiJJ J JJ JJ /, / „ JJf J/J JJJJ J'JJr JJJIJ/J�/ J//J J I / O FT r MIJYIMUM JJ JJ d .I PLAN VIEW z- TO 4-is. ROCK (NTS) tD-FT. 3-IN. 12-FT. MINIMUM I MINIMUM 6-IN' \--FILTER CLOTH MINIMUM : 2- TO 4-IN. ROCK SECTION A —A (NTS) SOIL TRACKING PREVENTION DEVIC:EI Figure V-62: illustration of a Soil Tracking Prevention Device I' milahanto ova by Hydre9ynomlcs Invapafamd to copy tad mprednac this torah V-11 SEDONA PIMSE • R M I DE , AL *-AILS STE°FAN K. MATTHES Iggtfiia Y'r"4 fib. HORIZ. SCALE: NA VERT. SCALE: NA �16JMI YA SHEET 6 of 1 FIELD BK./PG. 1) AU ELEVAROMS AND BENCHMARKS SHOWN HEREON! ARE RELAITVF TO THE NORTH AMERICAN VERTICAL DATUM (N.A.VD.) OF 1988. 1. GENERAL A. MOBILIZATION: MOBILIZATION SHALL MEET THE REQUIREMENTS OF FDOT SECTION 101. THIS WORK SHALL INCLUDE, BUT IS NOT UNITED TO. OPERATIONS NECESSARY FOR THE MOVEMENT OF PERSONNEL,. EQUIPMENT, SUPPLIES, AND INCIDENTALS TO THE PROJECT SITE, AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BUILDINGS, SAFETY EQUIPMENT AND FIRST AID SUPPLIES, SANITARY AND OTHER FACILITIES, AS REQUIRED BY STATE AND LOCAL LAWS AND REGULATIONS. THE COSTS OF BONDS AND ANY REQUIRED INSURANCE, AND ANY OTHER PRECONSTRUCTION EXPENSE NECESSARY FOR THE START OF WORK, EXCLUDING THE COST OF CONSTRUCTION MATERIALS, SHALL ALSO BE INCLUDED IN THIS SECTION. THIS SECTION ALSO INCLUDES ANY AND ALL WORK RELATED TO THE FINAL CLEANUP. B. CONSTRUCTION SURVEYING: THE OWNER SHALL PROVIDE HORIZONTAL CONTROL CONSISTING OF FOUR CONTROL POINTS. THE OWNER SHALL ALSO PROVIDE VERTICAL BENCHMARKS AS SHOWN ON THE PLANS, THIS CONTROL SHALL BE PROVIDED ONE TIME ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER CONSTRUCTION SURVEYING, THE CONTRACTOR IS RESPONSIBLE TO PROTECT THESE REFERENCE POINTS AND THE CONSTRUCTION STAKING THROUGHOUT THE JOB. THE CONTRACTOR SHALL BEAR THE COST OF ANY NECESSARY RESTAKING. C. SOIL TESTING: SOIL TESTING SHALL BE PERFORMED BY A CERTIFIED TESTING LABORATORY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF ANY FAILED TESTS AND INSPECTIONS. 2. EARTHWORK AND GRADING MATERIALS AND CONSTRUCTION METHODS FOR EARTHWORK, EXCAVATION, EMBANKMENT AND GRADING SHALL MEET THE REQUIREMENTS OF FOOT SECTION 120 AND SHALL BE PERFORMED TO ACHIEVE FINAL GRADES, ELEVATIONS AND TYPICAL SECTIONS AS SHOWN ON THE PLANS FOR THE PROPOSED WORK. A. CLEARING AND GRUBBING: CLEARING AND GRUBBING SHALL MEET THE REQUIREMENTS OF FOOT SECTION 110 AND SHALL BE PERFORMED WITHIN THE LIMITS OF THE PROJECT WORK. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE REMOVAL OF EXISTING TREES, BRUSH STUMPS, ROOTS AND OTHER OBJECTIONABLE MATERIAL TO A DEPTH OF 18 INCHES BELOW THE NATURAL GROUND OR DESIGN GRADE, WHICHEVER IS LOWER. THE AREAS TO BE CLEARED AND GRUBBED GENERALLY CONSIST OF RIGHTS —OF —WAY, UTILITY EASEMENTS, WATER MANAGEMENT TRACTS, AND PORTIONS OF THE LOTS AS DETAILED ON THE PLANS, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER THE REMOVAL OF ANY TREES FOR POSSIBLE PRESERVATION, ALL MATERIAL SHALL BE REMOVED FROM THE SITE OF THE PROJECT AND SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, REGIONAL, STATE AND FEDERAL LAWS, REGULATIONS AND ORDINANCES. 8, ROUGH GRADE: THE CONTRACTOR SHALL GRADE THE LOT TO MEET THE REQUIREMENTS OF FOOT SECTIONS 110 AND 120 AND SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS AS SHOWN ON THE PLANS. C. FINE GRADE: THE CONTRACTOR SHALL FINE GRADE THE LOT TO MEET THE REQUIREMENTS OF FOOT SECTIONS 110 AND 120 AND SHALL CONFORM TO THE LINES, GRADES AND TYPICAL SECTIONS AS SHOWN ON THE PLANS. D. SOD: SOD SHALL MEET THE REQUIREMENTS OF FDOT SECTION 570, 575, AND 981 AND SHALL BE PLACED ADJACENT TO THE CURSING FOR A MINIMUM WIDTH OF 24 INCHES. E. SEED AND MULCH; SEED AND MULCH SHALL MEET THE REQUIREMENTS OF FDOT SECTIONS 570, 575, AND 981 AND SHALL BE PLACED IN ALL DISTURBED AREAS NOT OTHERWISE ADDRESSED IN PLANS PROVIDED BY THE OWNER. 3. DRAINAGE IMPROVEMIMTS MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILLING OPERATIONS FOR DRAINAGE IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF FOOT SECTIONS 125 AND 430. PIPE SHALL BE LAID IN TRUE ALIGNMENT IN A PIPE TRENCH WITH AN ADEQUATE SUPPORTING VALUE AND "BEDDED" TO THE DETAIL SHOWN IN THE PLANS AND FDOT SECTION 430. ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, UNLESS OTHERWISE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK FOR DRAINAGE IMPROVEMENTS AT THE LOCATIONS, SIZES, AND TYPES SHOWN ON THE PLANS FOR THE FOLLOWING ITEMS: A. REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS. OF CLASS III OF ASTM C-76, WALL THICKNESS "B", LATEST REVISION, AS MODIFIED BY FOOT SECTION 941. GASKETS FOR PIPE JOINTS SHALL BE ROUND RUBBER GASKETS AND SHALL MEET THE REQUIREMENTS OF FOOT SECTION 942, B. STORM MANHOLE: STORM MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478 AND 64T FOOT SECTION 425. STORM MANHOLES SHALL BE CLASS I CONCRETE AND SHALL BE CONSTRUCTED TO THE DETAIL AS SHOWN ON THE PLANS. C. SLOTTED PIPE FOR TRENCH DRAIN/EXFILTRATION TRENCH SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD INDEX 285. 4. PAVING IMPROVEMENIS ALL PAVED AREAS SHALL MEET THE REQUIREMENTS OF AASHTO SPECIFICATIONS AND FOOT, AND SHALL BE CONSTRUCTED TO THE TYPICAL SECTIONS AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE THE SERVICES OF AN INDEPENDENT TESTING LABORATORY- TO CONDUCT ALL REQUIRED TESTING AND RETESTING TO COMPLY WITH THESE SPECIFICATIONS. THE OWNER SHALL BEAR THE COST OF INITIAL TESTING AND THE CONTRACTOR SHALL CORRECT ANY DEFICIENT WORK AT HIS OWN EXPENSE.. A. ASPHALTIC CONCRETE: ASPHALTIC CONCRETE MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS OF FDOT SECTIONS 300, 320, 330 AND 334 AND SHALL BE AS SHOWN IN THE TYPICAL SECTIONS. PRIME COATS SHALL MEET THE REQUIREMENTS OF FOOT SECTIONS 300-1.THROUGH 300-10 AND SHALL HAVE AN APPUCATION RATE OF 0.10 GALLONS PER SQUARE YARD, UNLESS A VARIATION RATE IS APPROVED BY THE ENGINEER.. B. BASE: THE BASE COURSE SHALL BE AS SHOWN ON THE TYPICAL SECTIONS ON THE PLANS. THE BASE SHALL BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 OR LBR 100. C. SUBGRADE: THE SUBGRADE SHALL BE AS SHOWN IN THE TYPICAL SECTIONS OF THE PLANS, AND SHALL EXTEND SIX INCHES BEYOND THE EDGE OF THE BASE COURSE WITHIN THE LIMITS SHOWN ON THE PLANS. SUBGRADE SHALL BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 OR LBR 40. IF NORMAL COMPACTION METHODS DO NOT MEET THE REQUIRED DENSITIES, THE SUBGRADE SHALL BE STABILIZED AS DIRECTED BY THE ENGINEER, E. TYPE "D" CURB: CONCRETE TYPE "D" CURB SHALL MEET THE. REQUIREMENTS OF FDOT SECTION 520 AND SHALL BE CONSTRUCTED TO THE TYPICAL SECTION AS SHOWN ON THE PLANS, F. CONCRETE SIDEWALK: CONCRETE SIDEWALK SHALL MEET THE REQUIREMENTS OF FOOT SECTION 522 AND SHALL BE CONSTRUCTED TO THE TYPICAL SECTION SHOWN ON THE PLANS. G. STRIPING. STRIPING SHALL MEET THE REQUIREMENTS OF FDOT SECTION 711, AND SHALL BE AS SHOWN IN THE PLANS, (CROSSWALKS , STOP BARS AND PARKING) H. STOP SIGN AND BAR; STOP SIGNS AND BARS SHALL MEET THE REQUIREMENTS OF FOOT SECTION 700 AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SHALL BE CONSTRUCTED IN THE LOCATIONS AS SHOWN ON THE PLANS, I. CONCRETE PAVEMENT: CONCRETE PAVEMENT AND MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS OF FOOT SECTION 360 INCLUSIVE AND SHALL BE AS SHOWN IN THE TYPICAL SECTIONS. THE WORK EXISTING UTILITIES AND STRUCTURES: EXISTING UTILITIES, STRUCTURES AND FACILITIES SHOWN ON THE DRAWINGS WERE LOCATED AS ACCURATELY AS POSSIBLE FROM THE RECORDS EXAMINED. NO GUARANTEE IS MADE THAT ALL EXISTING FACILITIES ARE SHOWN OR THAT THOSE SHOWN ARE ENTIRELY ACCURATE. THE CONTRACTOR SHALL ASSURE HIMSELF OF THE ACTUAL LOCATION OF THE UTILITIES, STRUCTURES, OR FACILITIES PRIOR TO PERFORMANCE OF ANY WORK IN THE VICINITY. THE UTILITY COMPANIES OR UTILITY AGENCIES WILL CO—OPERATE WITH THE CONTRACTOR'S OPERATIONS. PRIOR TO START OF THE WORK, THE CONTRACTOR SHALL REQUEST EACH UTILITY AGENCY TO ADVISE HIM OF THE LOCATION OF THEIR FACILITIES IN THE VICINITY. THE OWNER WILL ASSUME NO LIABILITY FOR DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE CONTRACTOR'S OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE TEMPORARY BRACING AND SHORING OF SAME. IN THE EVENT THAT IT IS NECESSARY TO SHORE, BRAVE, OR SWING A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHOULD BE CONTACTED AND THEIR PERMISSION SECURED AS TO THE METHOD USED FOR ANY SUCH WORK. RESTORATION OF DAMAGED STRUCTURES OR UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, REBUILD OR RESTORE TO ITS FORMER CONDITION, ANY AND ALL PORTIONS OF EXISTING UTILITIES, STRUCTURES, EQUIPMENT, APPURTENANCES OR FACILITIES, OTHER THAN THOSE TO BE PAID FOR UNDER THIS CONTRACT, WHICH MAY BE DISTURBED OR DAMAGED DUE TO THIS CONSTRUCTION OPERATION, AT NO COST TO THE OWNER. FINAL CLEANUP: BEFORE FINAL PAYMENT WILL BE MADE, REMOVE FROM THE PROJECT AREA, ALL ) DISCARDED MATERIALS, RUBBISH AND AND SHALL RESTORE IN AN ACCEPTABLE MANNER, ALL WHICH HAS BEEN DAMAGED DURING THE PROSECUTION OF THE RECORD INFORMATION: UPON COMPLETION OF THE WORK, BUT PRIOR TO SUBMITTAL OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR SHALL OBTAIN AND SUBMIT RECORD INFORMATION TO THE OWNER. THIS INFORMATION SHALL INCLUDE THE FOLLOWING: 1, WATER AND WASTEWATER SYSTEMS; AS —BUILT PLANS FOR WATER/SEWER MAINS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE COMPRISED OF A DVD AND ONE (1) SLUELINE COPIES OF A CERTIFIED SURVEY, THE BLUELINE COPIES SHALL BEAR THE I1 ENGINEER OF RECORD, THE HORIZONTAL AND VERTICAL LOCATION OF THE MAINS AND APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASELINE AND RELATIVE TO READILY IDENTIFIABLE PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF THE 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 (.E. DRAINAGE, GAS, ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTALLY AND VERTICALLY 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, 2. DRAINAGE SYSTEM: A. HIGH POINTS AND LOW POINTS OF SWALES: B. LOCATIONS AND GRATE AND INVERT ELEVATIONS OF ALL STRUCTURES; C. LOCATION, SIZE, TYPE, LENGTH AND INVERT OF ALL CULVERTS. 3. PAVING AND GRADING: LOCATION AND ELEVATION OF HICH AND LOW POINTS IN ROADWAY AND ANY OTHER CHANGES IN GRADE. THE RECORD INFORMATION SHALL BE CERTIFIED BY A FLORIDA PROFESSIONAL LAND SURVEYOR. LOCATIONS SHALL BE MADE BY REFERENCE TO CENTERLINE STATIONING AND OFFSET OR BY OTHER MEANS ACCEPTABLE TO THE OWNER. ELEVATIONS SHALL BE ACCORDING TO THE NORTH AMERICAN VERTICAL DATUM (NAVD). GUARANTEE: ALL MATERIALS AND THE INSTALLATION THEREOF WHICH ARE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNDER THE TERMS OF THE AGREEMENT, SHALL BE GUARANTEED BY THE CONTRACTOR AGAINST DEFECTIVE WORKMANSHIP, MECHANICAL AND PHYSICAL DEFECTS, LEAKAGE, BREAKAGE, AND OTHER DAMAGES AND FAILURE UNDER NORMAL OPERATION FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT, SAID DATE TO CONSTITUTE THE COMMENCEMENT OF THE ONE (1) YEAR WARRANTY PERIOD. ALL MATERIALS AND INSTALLATIONS PROVING TO BE DEFECTIVE WITHIN THE SPECIFIED PERIOD OF THE GUARANTY SHALL BE REPLACED, WITHOUT COST TO THE OWNER, BY THE MANUFACTURER OR THE CONTRACTOR, THE PERIOD OF GUARANTEE OF EACH SUCH REPLACEMENT SHALL BE FROM AND AFTER THE DATE OF INSTALLATION THEREOF, UTILITY CONTACTS Company FPUA Water/Wastewater FPUA Electric FPUA Gas Florida Power & Light Comcost Cable AT&T Contact Telephone Numbers Valerie Schulte, PE 772) 466-1600 ext, 3402 Paul Loqusrre 772 486-1600 ext, 6757 �772) Craig Crawford 466-1600 ext, 4701 Tracy Stern (600) 888-�9564 Anthony Springeteel 692-9010 Mark Gutierrez ((772) 772.) 480-4443 STEFAN K. MAnHES, P.E. CUL PEPPER S� TERPEIVING, INC — R E V I S 1 0 N S — BY DATE BY DATE IS, E D V A r PHASE 1 DESIGNED DM 2/1/17 CONSULTING ENGINEERS ! LAND SURVEYORS 2980 SOUTH A5th STREET • FORT PIERCE, FL.ORLDA 34981 151 SSW FLAG,LER AVENUE s STUART, FLORIDA 34994 772 464-3537 . FAX 772-464-9497 • _ct-eng.om SrATEOF FLORIDA CERnHCAT'ION N.. LB 4nO CALLS.- _. DRAWN ER 2/10/17 SPECIFICATIONSPHONE DETAILED — — CHECKED SM 2/16 FOR FPUA REVIEW COMMENTS DEM 5/19/1711 APPROVED SM 5/19/17 Bi1723 DATE: 5/19/2017 HORIZ. VERT. SCALE:NA SCALE: NA J06 No. 15-057 SHEET 16 0f 16