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2000 Water Assessment Project Phase 3A (Box 30 #14)
117 E-agri.eer off` Record: Airy Alchae( ", Hotchkiss Fla. RE. No, 39514 T Indian River County Ut'll(itles 1840 25th far- Ver-() ch") x I b T REVIEWED AND APPROVED BO� I I—L!\I VVIIVY\LLL i.tl.UJ i 1 IJO L I -X �4 20.00 { - 12,00' 8. 00, 4.00' HORIZONTAL S, INSTALL_ M.J.G.V & PLUG 1. CROSSINGS SHALL BE DRILLED & BORED OR DIRECTIONAL BORED USING H.D.P.E IN LIEU OF OPEN CUT; AT ALL LOCATIONS WHERE OPEN CUT & RESTORE IN KIND IS SPECIFIED 2. THERE ARE NO GRAVITY SEWER SYSTEMS IN VICINITY OF PROJECT. 3. ALL WATER SERVICE LOCATIONS SHALL BE DETERMINED BY CONTRACTOR; BASED ON CONFLICTS AND LAND OWNER'S REQUEST. 4. WATER SERVICES MAY BE USED TO OBTAIN TEMPORARY SAMPLES. 5. NO WATER IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS RECEIVED FROM F.D.E.P. 6. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, AND FITTINGS PER I.R.Co. STANDARDS. 7. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION. 8. ALL HARD SURFACE DRIVES TO BE DRILLED AND BORED. IF DRIVEWAY IS DAMAGED, OR CANNOT BE BORED, ENTIRE SECTION OF CONCRETE FROM CUT TO PAVEMENT SHALL BE REPLACED. 9. ALL EXISTING SIGNAGE SHALL BE RESTORED IN KIND. 10. FINAL GRADE OF RESTORATION SHALL BE 2" BELOW SODDED GRADE TO ALLOW FOR SOD DIFFERENTIAL. 11. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED INTO REAR YARD DITCHES. FLUSHING INTO FRONT YARD SWALES IS FORBIDDEN BY THE CITY OF SEBASTIAN. 12. ONE ROW OF BAHIA SOD SHALL BE PLANTED AT EDGE OF ROAD, IF DISTURBED. 13. ALL DRIVEWAY AND ROAD CROSSINGS MAY BE DIRECTIONAL BORED USING H.D.P.E. ( IN LIEU OF DRILL & BORE OR OPEN CUT) & RESTORE IN KIND. 14. LOCATION OF GATE VALVES & FITTINGS SHALL BE ADJUSTED AS REQUIRED TO AVOID DISTURBANCE OF ROAD PAVEMENT. LOCATION ADJUSTMENTS SHALL BE MADE ONLY AFTER OBTAINING APPROVAL FROM THE ENGINEER OF RECORD, INSTALL M., Qx VERTICAL DATUM BENCHMARK (— EXISTING GUY WIRE AND ANCHOR CITRUS TREE TREE: MISCELLANEOUS cn 0 FOUND DRILL HOLE EXISTING STORM WATER CATCH BASIN ZQ FOUND CONCRETE MONUMENT AVOCADO TREE FIG TREE ® FOUND WOOD POST v ® EXISTING WATER METER 0 FOUND PIPE WY EXISTING WATER VALVE BAY TREE WITH TRUNK DIAMETER EVERGREEN � 0 FOUND REBAR • FOUND NAIL EXISTING FENCE CABBAGE PALM WITH TRUNK DIAMETER CACTUS J0 SPOT ELEVATION (NAVD88) © EXISTING CATV RISER FAN PALM WITH SIZE BOX 0X BOXCULVERT ONC. C EXISTING 2x2 STORM WATER CATCH BASIN FICUS B CMP CORRUGATED METAL PIPE ® EXISTING WELL (APPROXIMATE) MALALUKA TREE WITH TRUNK DIAMETER ((`�� ALL p ! (� R ADS CORRUGATED PLASTIC PIPE MYRTLE NOTE: �1 ! L .. W ¢1 1 E R MAINS A� R E 6" D I A ME I_ E R U.C. UNDER CONSTRUCTION ` EXISTING CONCRETE UTILITY POLE MAPLE TREE WITH TRUNK DIAMETER HIBISCUS C� r (� t INDEX SHEET ® SERVICE AT HOUSE (APPROXIMATE) EXISTING FIRE HYDRANT { a OAK TREE WITH TRUNK DIAMETER UNLESS OTHERWISE NOTED. O EXISTING TELEPHONE MAN HOLE r+ OLEANDER ® PALM TREE MATH TRUNK DIAMETER EXISTING ELECTRICAL TRANSFORMER BOX Cl:i�, EXISTING FLAG POLE PINE TREE WITH TRUNK DIAMETER SHRUB MISCELLANEOUS DENOTES SAMPLE P u l N { L O � A .. i I � � iv -O EXISTING WOOD GUY POLE EXISTING LIGHT POLE QUEEN PALM TREE MATH TRUNK DIAMETER Ad BOTTLE BRUSH REVIE\&iED AND APPROVED BY: EXISTING MAIL. BOX RECEPTACLE o LANDSCAPE MISCELLANEOUS C{y EXISTING METAL UTILITY POLE WASHINGTON PALM TREE NTH TRUNK DIAMETER ,-Y, EDGE OF VEGETATION MISCELLANEOUS M I C H A E L C, H EIT C H K I S S, E L A, P, Ee. , No, 39514 No, Revision Date By No, Revision Date By � ERA I DIAN RIVER COUNTY TECHNICAL, BLANKEN BATE AUG 2000 PHASE 3A SHEET 11V 1 !V DEPARTfi��ENT OF SEBASTIAN 1840 25th STREET PROFESSIONAL SCALE, 1• = 300' 2 • �I��• Rci BEACH,40 7)67-8�FLORIDA 0 32960 UTILITY C, E � JTT ICES ENGINEER MICHAEL C H❑TCHKISS WATER ASSESSMENT PROJEL"T jjJl i. ►J V j\� COUNTY PROJECT NO, UW-97-16-DS O „, ��;�, y. 77 7 ly 77- pT x "k V4, M CONS"I'. 20 L.F- 6" CL.350 DIP. W.M. CENTERE6, UNDER EXIS74NO STORM PIPE wl 1$" MIN. CONST. 20 L,F CL.350 DIP. W.M. CENTERED, 363 1 1 1 VERT. CLEARANqE (TYP.)- SEE DE_T4IL M_61_�� UNDER EXISTING ORM PIPE w/ 18" MIN. VERT. CLEARANCE (TYP.)- SEE DETAIL M6 CONST'. '6" PVC BORE 6" FIVC. W.M. INSTALL F.H.A W M. INSTALL 6" M.J.G.V P) AS SHOWN UNDER CO INSTtLL F.H.A w/ MIN, 36" COVE �C. DR. (TY It cow_ IN3TALL 6" M.J.G.V IV cow- Ac RESTOR�,,, I IN mw. cow DRIVE DFd* Z" Apt towA4, SCAL r 1, 50 4� to' OGWQ W _0 I ly cow- com Ile I CONC. Now Fe, _N 8Q R 17. 9 7.98 r 17.5M "ma"m 7: ftlo 1�71 f)l� 2 Lew low cow- . .... r omw Dw4e 13, cow_ 1�b rF INV* W all T" It WK CPO' Y & 041 It "'n 378 V� -9 P1 rl + C) -4 Al, ;l Azz, (V BORE 6 PVC. W.�. 6" CL.350 DIP W.M. CENTERED, INSTAL 6" M.J.G.V �n, %Cl 0 N S T. 20 F UNDER CONC. DRj (TYP) MIN, /UNDER EXIS ING STORM PIPE w 'OPEN CU'_ ASPHALT RD. INSTALL F.H.A CONST. 6's PVC� 'N.M. REST01 ZE IN KIND. 18 VERT. CLEAR NCE (TYP.)- SEE ETAI L M AS SHOWN CONST.' 6" PVC. �M_ CONST. 43 L.F. CL.350 DIP. AS SHOWN I I W/ MIN, 36" COVER & RESTORE lN KIND. w/ MIN. 36" CO R & RESTORE IN KI D INSTALL F.H.A Itr cow_ fy, OWE v V IV WWI 2� COW. 1W COW._ OMW INSTALL 6" M.J.G.V 0 fl�N omw -6.416 (Wk it COW. Iff Caw,�, I$, ome� 0 W Cow- nRpa , : 21 -0 20 COW- � A I i GRASS r W, U, 0, VE i;,, 19�4 4 73-1. v- W CONC. ko Q 4 ig 07 M07ti�-- F7 192k.L�4 )ffw- � -7 17, 7Tj el- 61 6.21 _7 cam *16.3 3 a v �MV 1-9 16.39 --4 ZVI R4 4-43ji" wo-m— ap-wWw- ............. cow d CW_ 6 dr, v*1 8 . . . . . . 19. WW ORW 2019 -52 J T- 6.65 '16 y di%L 17.27 GRAM DOVE > OPEN CUT ASPHA RD. zf', & RESTORE IN X 4 K D CONST. 60 L.F. C j50 DIP. R t OD OPEN CUT DRIV & RESTORE IN IKIND g", c'-- 4 6 v W.M (TYP.) CONST. 12" PV 00 p to '90 IN LIEU OF OPE CUT & RES I OR E I� KIND, T CONTRACTOR M DRILL & BORE UNPER DRIVEWAY 6" Mi,J.G.V 377 J Z; 00 5R NSTALL F.H.A CO T, 12" PVC. W. M. Gov, INSTALL 12" x 6" AS HOWN M.J. TEE INSTALL 6" W/ IN. 36" COVER 12" x i 12" M.J.G.V- 6" J.G,V A OPEN C T ASPHALT RD. 4 1 TEE & REST RE IN KIND. STORE IN KIND. 6 M J.G.V OPEN C T ASPHALT I I I NSTALL F.H.A CONST. 0 L. F. CL.350 DIP. mi lor cow� INSTALL 12" x 4" RD. & REST RE IN KIND. Ilf Como- 20.2 M.J. TEE INSTALL 12" x 6" --------- 12" M.J.G.V f ST. 6 L.F. CL.350 DIP. CON Ir - M.J. TEE 18.7 INSTALL F%.,H.A 41 W cow, is' cow_ 22.11 '6f$ M.J.GV\ 21 0"'. - it ODW— 18.4 � A r - I tWA A., OWE opwl 08.8 21 & 1&72 18.;5 ao 18. oc,� 18 Is-..-8 Ile, .0 -x 18.13 18.6�� i7l & 71 4 7 Ilk, A, CONST. 12" PVC, W.M. T_ WIt e�e gf AS SHOWN dool jf 5 t� S" , -,v , �� o 5. ge, wl MIN. 36" COVER 21.0 V"7 'T --- cow_ 8" 21.2 C" 4 & RESTORE IN KIND, WK lit ler COW. OPEN CUT ASPHALT RD. RD. COW- OWE ai & RESTORE IN KIND. q Vill L M.J. BEND )PEN CUT JASPHALT RD. V" M 0"A cow_ CONST. 25 L.F. CL.350 Dfp�r� 7t- t ��NSTAL 19A RESTOR4 IN KIND. 45* CONST. 451 L,F. CL.350 DIP. J OPEN C ASPHALT RD. (j;D RD. ,3, '4- CONST. 6" PVIC1, W.M� & RESTO E IN KIND. 4 5 OPEN CUT ASPHALT R GONST. 4 L.F. CL,350 DIP. AS SHOWN 21 RESTORE IN I Tj w/ MIN. 36" j Z� f CONST. 40 L.F. CL.350 DIP, BORE 6" PVC. W.M. (IN 11). 1�:il I "OVER 'LL M.J. BEND CON T. 6" PVC. W.M. i& RESTORE IN KIND. Fif P) 45* AS OWN UNDER CONC. DR. (TY W/ N. 36" COVER- 57 6 An & RETTORE IN KIND. 0 0" A A E_` T 3iv, INSTALL M.J. BEND 375 IN TALL M.J. BEND 4, . 22�5' �,4 22.5* ONST. 6" PVC. W. M. C J 1 6 L I Nir AS SHOWN cf; 1. . . . ................ W/ MIN. 36" COVER G*APHIC SCALE J llvlc�' z & RESTORE_&_xm CONST. 4" PVC. W.M. 50 0 25 100 2W TC) Pl�IAS-E' "13"AS SHOWN �t w/ MIN. 36" COVER & RESTORE IN KIND. _j W FETr M�J.G.V W PLUG Inch 150 M IEWED AND APPROVED BYi INSTALL 4 INSTALL 6" M.J,G.V wl PLUG oj INSTALL 6- M.J.G.V W/ PLUG MICHAEL C, HOTCHKISS., FLA, RE, No, 39514 Revision Date -By-- Nal Revision Date By 0, DATEi 1w �4* j;1 7. 9! DEPARTMENT OF TECHNICALi BLANKEN AUG 2000 SHEET INDIAN RIVER COUNTY 1840 25th STREET SEBASTIAN PHASE 3 A SCALE, 1' 501 PROFESSIONAL 4 A VERO BEACH, FWRMA 32960 MICHAEL C. HOTCHKISS —8000 (407) 567 'UTILITY SERVICES ENGINEER -97-16-DS COUNTY PROJECT NO, UW WATER ASSESSMENT PROUECT OF 5 �lg JACK & BORE 14" STEEL CASING w / 6- DIP, CARRIER PIPE ( SEE DETAIL M-13 ) INSTALL TEMPORARY JUMPER SAMPLE POINT EXISTING 12" PVC. W.M. REMOVE CAP AND CONNECT INSTALL TEMPORARY JUMPER SAMPLE POINT CONST. 12" PVC. W.M. AS SHOWN wl MIN. 36" COVER & RESTORE IN KIND. WET -TAP EXISTING 12" PVC. W.M. INSTALL 10" x 12" M.J. REDUCER JACK & BORE 24" STEEL CASING w / 12" DIP. CARRIER PIPE ( SEE DETAIL M- 13 ) INSTALL TEMPORARY JUMPER SAMPLE POINT '-EXISTING 8" W.M. 8 -EXISTING 12" PVC. W.M. GRAPHIC SCAIJ ( IN FEET ) I inch = 50 M 60 in BORE 4" PVC. W.M. REVIEWED AND APPROVED BY, 4 ARI UNDER CONC. DR. /I /A MICHAEL C, HOTCHKISS, FLA, RE, No, 39514 No. Revision Date By No, Revision Date By TECHNICAb BLANKEN DATE, AUG 2000 SHEET INDIAN RIVER COUNTY DEPARTMENT OF SEBASTIAN PHASE 3A 1840 25th STREET PROFESSIONAL SCALE, V = 50' VERO BEACH, FLORIDA 32960 MICHAEL C. HOTCHKISS 10 `ENT Jr",6--,- (407) 567-8000 UTILITY ERVICEENGINEER CMJNTY PROJECT NR UW-97-16-11S Sm\,j I `.j i I I OF INSTALL IT . H-A 4 CONST. 12" PVC. W.M. AS SHOWN INSTALL 12" x 6" w/ MIN. 36" COVER _ F y /M.J. TEE GRAPHIC SCALE 0 23 50 100 2W IN F 1 inch = 60 M No� Revision Date By I No, Revision Date By 04V" INDIAN RIVER COUNTY 1840 25th STREET VERO BEACH, FLORMA 32960 (407) 567-8000 DEPART -ENT OF UTILITY SERVICES 14w i..i ram. _... .:._.u...»,: ii I w oow, - i OPEN CUT ASPHAL RD. 1sMVE & RESTORE IN KIN . I CONST. 80 L.E. CL 350 DIP, i EXISTING 12" W.M. A rt 177 1.3 1'7.6 y� 19.39 19.12 s.s i f3t VE t 21.1 , REVIEWED AND APPROVED BY: MICHAEL Ci HOTCHKISS, F+LA. RE, No, 39514 rEcHrtIcazt BLANKEN DATE, AUG 2000 SEBASTIAN 7A SHEET J MICi�AEL C. HRTCFiKISS PPROFESSIONALPROFESSIONALPROFESSIONALSCALE, 1` = 50' a..� ENGINEER COUNTY PROJECT NO, i��J- 97-16-DS WATER ASSESSMENT PROJECI � OF 1 . .. ..; FF .n, __ -� � -ten •.��4 _.. — ��t ! C';�I;_ f.J r. _..m S 361 CQNST. 6" PVC, W.M, I AS SHOWN w/ MIN, 36" COVER361 w s RESTORE IN KIND. e CQNST. 6" PVC. W.M,r=f" k AS SHOWN > ? r & RESTORE IN KIND,Al dL .t1 l OPEN CUT ASPHALT RD.to ' &RESTORE IN KIND. x i CQNST. 50 L.F. CL.35 DIP. j I g 14', COW ,�. mw a a ,r , ,.......,:.,.....:..dt-s•. ,� ` ...,.. .r-aa;, t ....._.., ' � 18.8 � r ., r .., _w leesi j`l*. TV! I d.1 lt 1 t7.®4 P�. 17.aB t7.35 tea. 24 17.5 ^a 159 ...,..'a._,,.-rv„++w w:... ,r. rw...:, v-:�. v.-vw..m..,a..wu.....ww. .. w-.-. •w.er:.. u..:....: r+ w»..w... r. ,�..... _ . .,.. 84 �p a: 3 , -^� - .. - # . , .. }>..� ::.... .. ,. .. _. . , {.. °.- _...,,::..,�,,:,. �-.....,...-.....,..,..A,e«._«._ .:L....-....«..... ,_..,.,,,,... .gyp a3•}.«., , ... .._ a'7,."q ""' I 4I L i d L 6» F 1' = 501 All - ...- . it �- .. ,•. � 1� • � � � . .. �- E CUTASPHALT RD. t 1 , _J „ c A3 . a 16• cow_ .. ' &RESTORE IN KIND. `t %r �a t ` INSTALL 6' x 6" ? Q� 3I CQNST. 50 L.F. CL.350 DI M.J. TEE I INSTALL 6" x 6" ; }------�-- 6" M.J.G.V M.�1. TEE j I0 E 6 PVC. W. - , f CON T. 6" PVC. W.M. 6" f UNDER .,CONC_ D (TYP) G v Y w , Y y _.. r p,� ^y^ y p^ �y INSTALL F,H.A - .ti'.. " AS HOW N M w/ IN. 36COVER -, x I i & R STORE IN KIND. Q0 I INSTALL F.H.A } 360 _ zii- I CQNST. 20 L.F-- 6" CL.350 DIP. W.M. CENTERED, �CQNST: 2Q L,F— 6 CL.35Q DIP, W.M.CENTERED, UNDER EXISTING STORM PI E w� 18" MIN. ,-� UNDER EXISTING STORM PIP w/ 18 MIN. t , VERT. CLEARANCE (TYP.)--- EE DETAIL M-6 I � r, VERT, LEARANCE (TYP.)— EE DETAIL M-6�- --,, 4 , f t i 1 rz _ it i 1 ' " INSTALL F.H.A " PVC W.M. " INSTALL 6 x 6" CQNST. 6 P . W.M. t UNDER CONC. DR. (TYP) AS SHOWN INSTALL 6" x 6" _— M.J. TEE r INS M.J. TEE 6 M,J.G.V I w� MIN. 36" OVER I & RESTORE 1 " KINDS 6 IVI,J.G,V r v tp p 1 k, �4Y f , • y � t .J:j s .n. ,.' . :.. .: f`. ..'. ,.. ... .f - ASPHALT RD. 4 } OPEN CUT __._� r 1a.s� .. ._- , ..__.,.,__.. 18.zflvn & RESTORE IN KIND. 3 S 18 ?a 1 .6 , 8 a 2 a. s ° > n A. CQNST. r �,.. -• <;� �,. ,'.. -. ", :-. ' . '' ;tee :,� � ,,``',` :� � ,�'�q ,.,,.,...•,,.,.>✓-°-"`"" L 35o DIP. } s 5. , . •--; i^ "Pop 's.u— G n rr a r Chi 17.74,....�- ,.,.,ki ."w_ 17.87 ss' 17.97 W j ,.b, _, ! x T a-;- K,,,a.,: ., 19.0 w 18.E2 4 18.16 16.30 19.7 # OPEN CUT ASPHALT R rof 4W OR* , W COW_ „ & RESTORE IN KIND. i I CONSTQ L.F. CL.35 , (..,; r i - I PVC .M. �•. „„em•s`e`w., .'.Here t I gym' AS SHOWN F! !tie fir: tp {ds a d w/ Mill, 36 LOVER s & RES ORE IN KIND. ' t.:Li t s }u',t.s u f # BQR fi PVC. W.M. g j9� { I UND R CONC. DR. (TYP) ,r, i yp Y t cv eY) eA aC'. r- co 111 Km fey , N9 1 .. _ OPEN CUT DRIVEWAY & RESTORE IN KI ID P CQNST, 12,bPVC. ,M (T YP. I i j F — I I INSTALL F.H.A N LIEU OF OPEN ITT &RESTORE IN IND, L I`' t PEN CUT ASPHALT RD. I g t CONTRACTOR MAY RILL & BORE UNDE DRIVEWAY & RESTORE IN KIND. - ; DIRECTIONAL ORE 500 L.F. CQNST. 5Q L.F. CL.3n IP, 2 P.E. 4 Ix, 1 w/ M N. COVER =, c I CQNST. 12" PVv. W.M. f s ( SEE CANAL CROSSING S , INSTALL 1 x 6 AS SHOWN , INSTALL f:iH.A >: f SHEET t1I 15 f CQNST. 12 PVC, W.M. , M.J. TEES (2 i I i , w f MIN. 36 COVER - F I AS SHOWN 12" M.J.G.V k F+ _ I INSTALL M,J«3ES RESTORE IN KIND. _� 45- (2) w% MIN. 36°' Cfl R r 6" M.J,G,V - - = & IN K D. Ili CONC. -------- RESTORE �.._ --- _ 06 } �`, r+.• .< y.4ai t i rs ..� .„ :e i z 1w[. 1.,? L • r4r ,�cae,,. �,� �3A' v t t f 1 cif iE t="r'c •: t ?+ ..°it _.., ,,.... .,.,. .-:._.`� ,..< �y.1+1 ,�.'Fi.+, ., k ...--vo,. Asia ''-•; r Aft st k ..• , vL,, i '.,;�,�; .r 19.15:.a � a.; >-419 2 .. >.. .. , +�.,.<`Im� 17.67 ..,.'',._,�i,q..v,...'....`�r<-�r:c�r•::m•s:..18.64 '17.94e 7 .97 i 41 x.3�r N_ 4-A S N11 b t r i "-. v ,..n w-a. ..v..i:.,.,.w.r.. .. »..y".v ....-....,.......Y. .,,,...:. .,,-..,.n ,..,...,...,.,..,...n.-v.,..v...+.....,_.....,..,.....,«.. -,.... w�.....,.: -.„. .. -. ... ....., -. . _. .. - 'L� .., y ..,a -'�- -++-& +4- ...! «« �-..--,wwk .,,.>�.<r �.. x::n _...,z-.._, smre ro,.-.r,...«. .e +a.. ..., w.- .. _. ,.-.,m...,,..,k...•,.N•..w..w•.,...,.........-:.-,.-....._..... ......,.,...,_ :.. , I. .e INSTALL M.J. BENDS a, i< A� (7) a 17.9 INSTALL 12 x 6 M ,! CROSS � 12" M J G V& 6` M.J G VL ;r r~ } y F ,p r a �1� .,. +'zee-er;.:. r �r y 4:-.,.., _ .,r" : .. x e. ,,r .r. .,,.a' ..-,."".w .,,.,•.., ,y» a,r' �,,.,_ -. s.`--�:. "{ F -,. • Rv- , .y3' �, .°Y' `$ e`er'( - � : ii" '�Y `i` :. >. ;s+ '"�" "' •qt- t. - <asiarr+sx+.s:a�rt'ca,.rsm+r:f: 4 -•. z "1"c i a y'-•.,,.._. n�1913 «„ 18,14 R M ?$' COW_ ROCK Tl; c if141 I.,...' x,.' :.,,.,COW I . i I OPEll, CUT ASPHALT RD. I I tom, , & RESTORE IN KIND. f OPEN CUT ASPHALT RD. } i ORW t & RESTORE IN KIND. t CON T. 40 L.F.., CL.350 IP, a n ; CQNST_ 30 L.F. CL,350 DIP. 'r , I G i CQNST. 12" PVfl W.M.� I p ... INSTALL 45' M.J. BEND AS SHOWN,` CQNST. 6" P C. W.M. I �. AS SHOWN ' 358 6RAPHIC SCALD & RESTORE IN kIND. •�:' c 1 � ? w/ MIN. 36" COVER 30 o zs an ,00 D- & RESTORE IN KIND. n INSTALL 6" M.J,G.V w/ PLUG. ..._,�...�..:_�,r,.j.._....,. �.....�....�„�..,._.�.........�._ i inch = 50 fit INSTALL 6" M,J,G.V wf PLUG. rIC-iaEL C, HOTCHKTSS, ELw PE, 39514 No, Revision Date By No, Revision Date Dy � � RIVER DEPARTMENT OF' �TECHNICAI.t $LANKEN i1ATEt AUG loon SHEET '� SEBASTIANPHASE 3A11�4Ci 25th STREET �.� �.. �. _ ,.� . � '1� �• VERO BEACH, FLORIDA 32960 � UTILITY � jj �r � � SERVICES J i� {"� �t PROFESSIONAL MIC1lAEL fi. NOTCHICISS SCALE, 1 50 � t ROJEC I(407) 587--$Df3D t.► 1 A14 1�,✓ aJ ENGINEER COUNTYPRQIECT NCI. UW-97—I5—DS Ai ER ASE��E! VT F n W_ - - - - ._. ' ; .. 2., .., ,. •. �x SS��r3�... ?G�.F .. ... . , .., .... . ,- . - v .n _ ; s _ _ 3 CONST. _ 4" PVC. W.M. CONST. 6" PVC. W.M. CONST. 6" PVCa W.M, E AS SHOWN AS SHOWN *a na , ' AS SHOWN 3q Va MIN. 36" COVER ,° ., } �, _ __ _ _ __/p MIN. 36 COVER n t/ -� w MIN. 36 COVER >, F : _ _: ' . - . , t f;, t } J _ t_.<, , ; I , -- ....,. ', '! I N KIND , -.- , , . ', .. ; z_., e-._... .._ , . _._i. __ ' i , & RE.7! tJRE �+ ;,+ ,.. _� : ..... ;,... ., -, ^;-. ,. -i' - & RESTORE IN INKIND, g4, . c R`ESTC�RE INKIND. ,„ § _ , , i pp v _ y, r, tt i.c _:. _ Y; i..✓• , I ` y:' AM, J.�ATEE6 � 'E . � BORE 6 PVC. W.M. ar � :, ` N I INS 3 ALL M.J. BEND , E 3; UNDER CONC. DR. � P) � 6 M.J.G,� CX3 �" 45 a� TA FaH 1 I INSTALL 4 #,JaG,V �,� INSTALL A ,�.•. ate:._ .,.ra 3LAt a, -�` F N -� fit# "`� « °:= � at i✓R' _ } ,,... E; ... a _ xs 18,0 'f t 120.4 � l� a s � 87 .. ,:+lT �e 1 r 4, I STALL M.J.BEND x a ' . - tip sr ® i `� A .17.96" a . � ..E INSTALL 6 x 6 �� °° 9 -~. , M.J. TEE-- I'7RE PVC. WaM, " ' INSTALL F,H.A � ( y � 6 M.J,t�aV45 -� UNDER CONC. DR. TYP <¢ � ,. tNS"`Al,,,#.. 6x 6 ok sue' .: . ; � , „�.,.,,«. ..-.....-�- + m M.J. TEE - _- 3 - 6 M.J.V-.V (2) 0„ OPEN CUT ASPHA T RD. & RESTORE IN KI D. s „ 7 ., 58,68 4i_ .� .,, 62 " CONST. 50 L.F. Cl.35fl DIP. � r , -� � .. ` , -µ � ~ ��., .. • .�' ,;� ,� i r,. INSTALL 6 x 4 OPEN CUT ASPH T RD. ` �z ;.< 18 1 �',.•..& RESTORE IN K D. OPEN CUT ASPHALT RD. M.J. TEE u; CONST, 50 L,F, 350 DIP, & RESTORE Its KIND. CONST. 50 LF, CL.:350 DIP. F, OPEN CUT ASPHAL. 'RD. - I I & RESTORE IN K,I � _ � � 291 t x r ` CONSI 50 L.F. CL 350 DIP. {, ' ilik INSTALL H WI , ra ++ Lw t i .._ $ GC1E"�• 91 s »� _ - INSTALL )IF.H.A ' k CON 6 PVC,. W.M. � AS S OWN 4- - 36 COVER BORE 6 PVC. W.M. c'; & RE TORE IN KIND. • � Of�F?E e� r� W. P «, UNDER CONC. DR_ TY UNDER CONC. DR. TYP � � � � �\ � .. - , i .,.,1 , x`x ...,,,�. 1 dx '-azt .w'• `" : 1%.88 �, 's" ya. v 3 A1 e � � a t 19 Cs ,.0 x 18.61 .•.{ ^t+ _- ` 18.4. .,,. T c °° CaNST, 6 PVC. W.M. INSTALL ALA 6 x &a r.eo c ,. AS SHOWN " M.J. TEE'+'« a ,. ,,,_ ;Tf w MIN. 36 COVER F 6 M.J.G.V=,-` & RESTORE IN KIND. t - Al i r r, OPEN CUT ASPHALT RD.,, & RESTORE IN KIND ' ,^ 4 % ` CONST. 40 L.F. CL.350 oIP. ,7.��_.,- - F 17 0 V82 } � y , .. s. CONST. 6" PVCa ` W.M. � , k .>—AS SHOWN I ":—•��, 4 TALL F 4i �- w f MIN. 36 CO `ER 2. ,Z. 1 NS .,. E rd. it _ a. RESTORE IN K ND. 1 > rrt _ b� o W °� °f,...-' ,, —" CON 6" PVC, V.M. AS OWN :� ,w f IN, 36" COVER ,.�.. 7 - ,. t _DORM"ri P4-*-(TyP) I & R TARE IN KIND. Ile Y UND Ix CONST? 20 L.F-- 6 CL.35 DIP, W.M. CENTERED, �, ''�z a °s F BORE 6 PVC. W.M cs`js J UNDER EXISTING STORM PIE w/' 18 MIN, ; g4 qq s A. VERT.Td- LEARANCE (TYP,)— SEE DETAIL M —6., �{ , UNDER COLIC. I�3Ra TYP) �� .� 17 s"+.+ei _ .' + y j i ,it's .'l � ate" #^m ,r:... ayD42-n' ii INSTALL 6 s{ 1 9 ., n , -sta,. „..,-•:-.,.. .w`''.. ,n a .. - ._ i8' .. • n 3 .m:w, �.` ..§. "" =,,.+a++ e•%,iX+:as: 4.t Y"mF'-vxJ 9,w, t ii } � ;ro :' k:f .... r,rv" „""' .mrv.....we y Yi's r &AV.' 9'�; � Fi:. '✓;, p 6 M,,a.G<V (2 :,.,,w.`' y w...,., tom" u_ s� , INSTALL F.H.A , mom, 71 l t t � „ a A r fi-,,. , . F> bii»23 °, 4i , } 17 ..;, •17.6 K yy gars'+• r, } , e - -. m° r g �- t ,.; 17 �. a.. 3" 1d V ! F s GRAPHIC SCALE .• 17.5 .... r' ., " OPEN CLOT ASP 1fALT RD. so a 25 ~�0 100 , INSTALL 6 x 6 k M.J. TEE & RESTORE IN KIND. OPEN �UT ASPHALT RD, V CONST. 40 L.F. CL.350 DIP. ,- N & RESTORE IN KIND. 6 M.JaG { IN � REVIEWED AND APPROVED BY, CONST. 45 L.F. CL.350 DIP. I inch = 50 ft ---- — --- _ MICHAEL. C, HOTCHKISS, FLA, RE, No, 39514 Not Revision Date By No, y DATE, BASTIAN P1 IASE - SHEET Revision Date BDEPARTMENT T ECiiNICAI.{ �ANxEN AUG 2oao SEL i 8 1840 25th STREETPROFESSIONAL scA� Bo a VERO BEACH, FLORIDA 32960 i � MICHAEL. C, NU ICHKISSWATER E , SERVICES ENGINEER COUNTY PRO-ECT NO, UV-9i--16-DS i V V t 1 l ,.� (407) 567--8000 � UTILITY ti, �` . . .. . . . .. . .. ... a . . ..... .. . . . . w a:: v a �� w� »� ,� � � � � � � � � � � � � � � 2� :� «� � � d®» ?� � � � � � � � : � � �� - � � � � � » » <: « ©« � � . � .� . . . . � a xay . . . . .: � s, . : � � s . � . .� � y � . . .. . � �. . . . ... . � � » � � . »:«:« w:� . . . . . . . . . w:g � �� � � � ����� © � �� ��� � ��� �� j . . . .. < � < . . .�.. . . � � .§� � � . . . . . �... . y § . � . »?� ?:?:� :� f . . � � . . . . . . . . , <� � § � � � . . . y �� �� . .wyw°�� ����, �A TO PHASE "C" TO PHASE ..CAt Y 289 117 ,. OPEN CUT ASPHALT RD..«- & RESTORE IN KINC.I € CONST. 50 L.F. CL.350 DIP. 4 ; . SCAL L I OPEN CUT SPHALT RD. j L�� I `` EX 2 rM; "' a I I iE ' ' I — &RESTORE IN KIND. PT I CONST. 40 L.F. CL.350 DIP. I ti, a cx ., A'Ae t �.::; 19.4 C, t > i5.. ply O ,.♦ -:. - _., .rM11T :M t -e aft ill .101 , w 1 .38 jam, ,,[ '°,: Qs . e. -x w s °"k'P+. ,. w <, .,.c,Px. ..c <. .,,o- .. ..x w, ,.-...: .' wv .....,m.a.,ra+..>.„o,..t ,-,..,.:s..<. ,.,..e..,.<.+w,n.,:.: „,,.,.... -. w..:•,..•mo....».»..g ,. 17 .�,t WET —TAP EX—W.M. r n5S , 4 a :•�,. �' t _ w - ts .W.v 1 ��., _ ,.......,.,; ..,. < , -----"INSTALL TI�P�IAR'� J�.1!� ......... ... _ _.,52 a .. T i5.82_ SAMPLE POINT 6.<: A .. i , 1 �...+.....e.... ,.,c......»„,. ,... .w......u: 1 T,4ib..a.. _ .w i S ,�:.�, •_. } 4 .. � P , �: � �. t� .,,..,. s, ._ '`•{ p' zi.:'...: .ems _ ., wmw,mw Don*{9 ,.•.,, t'. i - y ,a a,,.... e,,. j '' tF :: r• tg{ 1a w I w� DIP. CARRIER r �'�. i wr t BORE PVC. W.M, INSTALL 6" x I'-' ....e M 4 p� UNDER C�NC. DR. (T`P) CONST_ M.J. TEE ._.<: ;..._.. INSTAiL.L, F.H,A � - k,+ N,:7R.- 6 PVC. Y .M, � *x y ? _ �'. v,•,r i INSTALL 6 x 6 k �, R ; (.: M.J. TEE ,s, w MIN. 6 COVER M.J. BEND 45 ,. , , .:. CONST. 20 L.F— �i CL.350 DIP. W.M. CENTERE D, (2) 6" M.J.G.V.S t 4 F ? , &I RESTORE IN FIND. � ,'`E`�3i� UNDER EXISTING S ORM PIPE w 18" MIN. ED, � ids ?'' { t 9 ! M.J. BENDS 45' ; -�J VERT. CLEARANCE TYP. SEE DETAIL M-'-6 I s 4 € CONST. 20 L.F-- 6 1.350 DIP. W.M. CENTERED, L; ? Y 4 NDER EXISTING STORM PIPE w f 18" MIN. r Ri. CLEARANCE SEE DETAIL M- 6 '•. C mt 3 i `. , qg [��^y �^ �++ yew. Y1 j 4 CJ tIRC.. VtP PVC. W.M. ?..v wd x 4 ! UNDER CONC. DR. (TYP) k I OPEN [CUT ASPHALT RD .r ,, 8c RE TOR .. IN KIND. CONST. 20 L.F— 6"� 3 CONS . 40 L.F. CL.350 DIP. CL.350 DIP, W.M. ENTERED, € P t UNDER EXISTING ING SI ORM PIPE w f 1 IN. OPEN CU ASPHALT RIB, , ,n t CONST. 6" PVC. VV,M ". .., VERT. CLEARANCE P.)-- SEE DETAIL —6 RESTORE IN FIND. ! OPEN CUT ASPHALTS RD.Cl „ %CONST. I�;F. CL.35G L'IP, l AS SHO N � ,� � .,_ t a::+, �' &RESTORE IN KIND. wf MIN 36" COVER CONST. 50 L.F. CL.350 DIP. � I & RES RE IN KIND. g i't ' z x 11, WWI ,. 17,53 I ar it3.53 5„ ..:. i$ 74 iS.S - 17 'A .�,.,,x � ' ' "- iS.Q3 •.,,car, 1 '�' t$.6 ..,,.....�.�. .�„ .m,..�...Y.,..,,...�«.,.A, .A.............�....,».. 3 > f 16.56 t �ry ,, .? +. «,i ,,,+ « . r c.. ".F ��- a;. id ,:, ,.• � 'ip , , �' ,&. xu, •' `_: �4�'t 7 tt"i� . ¢ � 3r ys• � s rryy ..._,rah ,-, 15.64 a.> 8PD y t ri - ^ 12 Na ,3 r -- x-- — - r 3 17. 18.7 a19.6 ,6 " INSTALL 6 x 6 M.J. TEE f i rf � I TALL. F.H. " " BORE b PVC. VY. #. :. " r i , f ter: 6 M.J.G.V INSTALL M.J, i BEND INSTALL 6 x 6 , 5" - UNDER CONC. DR (TYPE x M J TEE i INSTAL L 6" �r 6"' k _ t -^.`' „ ., :: , M Ia u� - �� c. -'' - „r,. ..d ,J P es.r: YT.ti{4. ,w ' ,.. _ .+t. BEND >t M OPEN CUT ASPHALT RD. a = , r_ ; r = ' m j 'v :,. As sHo v ..BAND 4 . & RESTORE IN KIND. = I W/ MIN, 36" !COVER CONST. 20 L.F. CL.350 DIP. RESTORE I KIND. ? ' ..CONST.. L.350 TIP, W.M. C�NTERFDB » UNDER EXISTING ST RM PIPE w 18 M 4 A T� :.r , : P n _ __o- _� ,_,... S. I L F.H.A _, _. v f nwmr. INSTAL �...... �.....,.._..»>r..» ', l ' } 3 » - t f 5 • ct { ' , ++«m-....roe..,w..-....+w.nw,w"w+va+..wmw»w...-.,w,e,...m.,m..+s,a+:-aa:..vwurw w«ar-aai.a..ursnma.wsw+.,.+r.wa.uwn»nmmama•.s.nv,...rimmw " BORE 6" PVC. W.M. ., ;> t UNDER CONC. DR. (TYP I BORE 6 PVC, W� M. I UNDER CONC. DR. (TYP w CONST. 6" PVC. W.M» s f , AS SHOWN w/ MIN. 36 COVER , „ R z�. & ESTORE IN KIND. ,, $1 . s , r r CONST. 6 PVC. W.M' AS SHOWN y A w MIN. 36" COVER . K & RESTORE IN KIND. CONST. 6" PVC, W,M. A SHOWN GRAPHIC SCALE ` w/ MIN. 36" COVER zoo ; & R ST I N I !r"2 K�'' : I , , BORE 6 PVC. N.M. I inch fit} ft. 1 7 , UNDER (4) -, INSTALL F:H.A � 1 P pwm� Now" , , -7. , , I l p r _, s. • f 9 - \ , T : O .. , , :..... , , w r 4 i x 1! : rgp r } r „ 00 rt - - ;, y n ns C r ?r r t , F : j" � .,_ ti , , k !� fl � _ f _ .✓ , F._, _ J 7 1.:.:... _ .✓ kV`v d ,. ✓r..., ; 4 : .=-'1 a. (. ,t .._....... ,_ . :. �"4.- ., �; # • ..ate -X. _: ,..... __ , .,,., � � tr , ._.t .:..... ,,,.„ � .,_ C g .. r°•, --,: t.. t i .y 1_..! ,_ ...... rr'' ell REVIEWED AND APPROVED BYt MICHAEL C, HOT�CHKISS F�LA. RE. No, 39514 No, Revision Date By Nod Revision Date By ,� DATE, TT i N D I RIVER D E P $VIE T O� TEC�iNICAL� BLANKEN AUG �aoo [`� SHEET I STREET ...w.,r_._. I SEBASTIAPHA � SCQ�� ��t -, PRCEFESSIC7trItA�. —�— � �--- , +f • Y 1:aLS.EJ BT�AL.ai, F�Yi,�A. ti,G.+�JLTtJ "jr SERVICES �4ICHAEL C: hlCl`�CF�KISS (407) 567--8000 UTILITY ER Y IC �.J i ENGINEER COUNTY PROJECT NO, UW--97--16-�DS A � L.... R � E 4 _ NT FIR Oj E�, OF CRUSHED STONE SURROUNDING BALES PUMP HOSE OR PIPE ,,.1. A , CURB, EDGE OF ROADWAY, OR STRUCTURE PUMP HOSE OR SILT WATER PIPE - LEVEL I BALES OtRAY OR STRA BALES OF HAY ' OR STRAW PLAN r DISCHARGE PIPE ,... r,., JLET TOP OF BERM TO BE A 7TOE OF SLOPE CONTINUED TO MATCH EXISTING GRADE —e A FLOW ; EMBEDDING DETAIL ,TER (SEE EXIST. CATCH BASIN FILTER DETAIL) HAY OR STRAW BALES Y N\tLJ STORM SEWER INLET PLC SPECIFIC DESIGN DETAILS AND SECTION A -A TO BE PROVIDED BY THE CONTRACTOR. DEWATERING STRUCTURE N.T.S. 50 GAL. DRUM INSTALL BAFFLE- PERFORATE SIDES OF DRUM 1 /4 PLATE ,/'`�- ABOVE BAFFLE W/3/4"0 HOLES WITH 1-1/2-0 HOLES 8" O.C. EA. WAY 3" O.C. EA WAY r • e WELD 4 CLIPS TO DRUM TO SUPPORT BAFFLE NQM FOR USE WHEN PUMPING RATE IS 20 GPM OR LESS SEDIMENT TRAP DETAIL N.T.S. FENCING FOR TREE PROTECTION N.T.S. SOIL EROSION AND SEDIMENT CONTROL NOTES: 2"x2"x4' WOODEN STAKES (2 FOR EA. BALE) FLI HAY OR STRAW BALE SILT FILTER N.T.S. 1M A SILT FENCE LIKE THIS TRAPS THE SEDIMENT IN RUNOFF WATER ON SITE 041LE PASSING RELATIVELY CLEAR WATER. TYPICALLY IT IS MADE UP OF LAIESTOCK WIRE FENCE FASTENED ONTO WOODEN FENCE POSTS. A FILTER FABRIC. SUCH AS CELANWS MIRAR 140 OR CARTHAGE MILi.'S POLLYFILTER-X, IS FASTENED TO THE FENCE. THE BOTTOM END OF THE FABRIC LAID IN IT AND THE TRENCH BACKFiLLED. THE SILT FENCE IS A TEMPORARY SILT CONTROL MEASURE. IT IS REMOVED ONCE VEGEFABLE COVER IS ESTABLISHED. EVENTUALLY, THE SUWS RAYS WILL DEGRADE THE PLASTIC FILTER FABRIC, WOODEN POST WIRE FENCE MlRAFi 140 FABRIC OR EQUALIVALENT TYPICAL SILT FENCE DETAIL N.TS. 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO 8. THE ENGINEER SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF ANY LAND ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED DISTURBING ACTIVITY. UNTIL PERMANENT PROTECTION IS ESTABLISHED. 9. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE 2. ANY DISTURBED AREAS THAT WILL NOT RECEIVE PERMANENT RESTORATION WITHIN STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE TEN (10) DAYS AFTER FINAL GRADING, AND NOT SUBJECT TO CONSTRUCTION A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGATIVE GROUND COVER, SHALL TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY COVER. THE DISTURBED AREAS BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE COVER. IF THE REMOVAL OR TONS PER ACRE, ACCORDING TO STATE STANDARDS. TREATMENT OF THE SOIL WILL NOT PROVIDE: SUITABLE CONDITIONS, NON -VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. 3. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL TEN (10) DAYS AFTER FINAL GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. 10. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO MAINTAIN DUST CONTROL. 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND DIRT HAUL ROADS SHALL BE SPRINKLED WITH WATER OR GIVEN A SURFACE OF CRUSHED STONES OR WOODCHIPS AS REQUIRED. VEHICLES SHALL BE CLEANED, AS SEDIMENT CONTROL. NECESSARY, PRIOR TO USING PUBLIC STREETS. PAVED ROADS SHALL BE SPRINKLED 5. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL WITH WATER. AREAS SUBJECT TO EROSION (I.E.; STEEP SLOPES AND ROADWAY EMBANKMENTS) 11. ALL SOIL EROSION AND SEDIMENT CONTROL.. DEVICES SHALL BE LOCATED IN THE WILL RECEIVE A TEMPORARY COVER OF STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE. FIELD AS REQUIRED OR AT THE DIRECTION OF THE ENGINEER OR COUNTY PERSONNEL THE CONTRACT DRAWINGS ARE NOT INTENDED TO SHOW THE LOCATION AND DETAILS FOR 6. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND ALL SUCH DEVICES BUT ARE TO BE USED AS A REASONABLE GUIDE. STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.; SLOPES GREATER THAN 3:1) 12. UPON COMPLETION OF CONSTRUCTION WORK AND AFTER FINAL GRADING AND WHEN PERMANENT STABILIZATION HAS BEEN ESTABLISHED, THE BALES, SILT FENCES AND ALL OTHER SOIL PLAN APPURTENANCES WILL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 7. NEW GRAVEL PAD SHALL BE INSTALLED WITH 1-1/2" TO 2-1/2" STONE, AS 13. ALL EXCESS EXCAVATED MATERIAL, EXCEPT FOR TOP SOIL, WILL BE REMOVED FROM PER TRAFFIC CONTROL STANDARD REQUIREMENTS, IMMEDIATELY AFTER INITIAL THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SITE DISTURBANCE. SAID PAD SHALL BE UNDERLAIN WITH A SUITABLE SYNTHETIC FILTER FABRIC. THE PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING 14. CONDUIT OUTLETS AND CATCH BASIN INLETS MUST BE PROTECTED PRIOR TO START OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE PERIODIC OF CONSTRUCTION. TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 15, THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY OPERATIONS FOR REVIEW AND SUBMITTAL TO THE MUST BE REMOVED IMMEDIATELY. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE AREA USED FOR TRACKING PAD SHALL BE RETURNED TO ELEVATIONS 16. THE CONTRACTOR SHALL MEET THE ENGINEER ON -SITE TO DEFINE THOSE AREAS AND CONDITIONS WHICH EXISTED PRIOR TO THE START OF CONSTRUCTION. WHICH WILL REQUIRE SOIL EROSION AND SEDIMENT CONTROL FACILITIES, DISCUSS THEIR CONSTRUCTION AND THEREAFTER PROVIDE DETAILED PLANS FOR REVIEW OF SUCH FACILITIES BY THE ENGINEER, THE AND THE NOTE: FOR USE ON WATERSHEDS LESS THAN 2 ACRES JA`„�, PLAN TOE OF SLOPE C, EXISTING I 2'-0" GRADE � `� RUBBLE OR WELL GRADER GRAVEL SECTION A -A FILTER BERM DETAIL N.T.S. EDGE OF EXIST. PAVEMENT------� 100' MIN. FILTER FABRIC 1-1/2" TO 2-1/2" CRUSHED STONE WOODEN POST MIRAFI 140 FABRIC OR EQUALIVALENT EXISTING PAVED ROADWAY 5,EQTION A -A 100' MIN. GRADE A A jQ. j� z � CRUSHED I- STONE Ll CJ w 8 PLAN CONSTRUCTION SITE TRACKING PAD NOTE. N.T.S. EXISTING GRADE OF GRAVEL SURFACE VARIES. LEVEL SUBGRADE BENEATH FABRIC FILTER AND CRUSHED STONE WEARING COURSE "Q MEET EXISTING PAVED ROADWAY ON EITHER SIDE OF TRACKING PAD. 17, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE WHERE POSSIBLE PRIOR TO, OR IMMEDIATELY FOLLOWING SITE AND ACCESS CLEARING. 18. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE AND MAINTAINED; INCLUDING SILT AND SEDIMENT REMOVAL, UNTIL CONSTRUCTION IS COMPLETED, AREA STABILIZED AND THE ENGINEER SO DIRECTS. 19. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER AREA. SEDIMENT FILTER SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE DETAILS OF DESIGN AND CONSTRUCTION SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AND THE COUNTY FOR REVIEW. 20. SOIL STABILIZATION METHODS SHALL BE UNDERTAKEN COINCIDENTALLY WITH ALL MAJOR SITE IMPROVEMENTS AND CONTINUE DURING THE ENTIRE CONSTRUCTION ACTIVITY PERIOD. 21. DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT DISTURB AREAS BEYOND THE PROPERTY LINE ADJACENT TO THE CONSTRUCTION AREA. 22. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO INSURE THAT ANY MUD, SILT, BROKEN CONCRETE, ETC. DOES NOT ENTER EXISTING ACTIVE WATER COMPONENTS DURING THE CONSTRUCTION. HAY BALES (TYP.) ANCHOR PINS (TYP PLAN r n'_n" kAlki WELL GRADED GRAVEL OR RUBBLE EXISTING STORM SEWER INLET EXISTING GRADE BE EMBEDDED W - WHENEVER POSSIBLE ` SECTION A -A EXISTING CATCH BASIN FILTER DETAIL N.T.S_ A. 91 PREPARE ANCHORING TRENCHES AT THE TOP AND BOTTOM OF SLOPES. BURY THE TOP ENDS OF THE MATTING STRIPS IN A TRENCH 4 INCHES OR MORE IN DEPTH. T4MP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF EROSION STOP -FOLD OF MATTING STAPLES. 10 INCH SPACING 4 ' BURIED IN SILT TRENCH AND INCHES DOWN FROM TRENCH. TAMPED. DOUBLE ROW OF STAPLES. EROSION STOPS SHOULD BE INSTALLED AT THE MIDPOINT OF SLOPES GREATER THAN 50 FEET IN LENGTH; OR AT 50 FOOT GRADE INTERVALS MEASURED FROM TOP OF SLOPES GREATER THAN 100 FEET IN LENGTH. EROSION PROTECTION WITH SOIL STABILIZATION MATTING N.T.S. NOTES: APPLICABLE FOR JUTE MESH, BIODEGRADABLE MESH NETTING, AND o EXCELSIOR MATTING (EXCEPT EXCELSIOR MATTING MAY BE BUTTED). LIME FERTILIZE AND SEED IN ACCORDANCE WITH THE SEEDING " SPECIFICATION EXCEPT THAT FOR JUTE MESH. ONE HALF OF THE 1 SEED MAY BE APPLIED PRIOR TO LAYING THE MATTING AND THE REMAINING SEED APPLIED AFTER LAYING THE MATTING. TYPICAL STAPLES GA. W I RQ WT.S, HAY BALES (TW.) PLAN I SECTION "A -A" SEDIMENT CONTROL DETAIL FOR N.T.S. C. ALLOW 4" MIN. D. PLACE STAPLES 4' NOTE; FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS THE AREA SHALL BE SEEDED AND MULCHED A OVERLAP -BURY UPPER END OF LOWER STRIP AS IN "A" AND "B" OVERLAP END OF TOP STRIP 4 INCHES AND STAPLE AT 10 INCH INTERVALS. SEQUENCE OF CONSTRUCTION: 1. CONSTRUCT TEMPORARY STONE TRACKING PAD AS INDICATED ON PLANS. 2. CONSTRUCT SILT FENCE WITH STONE BASE SEDIMENT BARRIER AS INDICATED ON PLANS. 3. SECURE CATCH BASIN INLETS WITH SEDIMENT CONTROL BARRIERS AS INDICATED ON PLANS 4. INSTALL SEDIMENT CONTROL BARRIER IN AREAS DEDICATED FOR STOCKPILES OF STONE AND EXCAVATED MATERIAL AS INDICATED ON PLANS. 5. REMOVE AND STOCKPILE EXISTING SURFACE STONE AS PRACTICAL. 6. CONSTRUCT GROUND WATER DEWATERING FILTER AS REQUIRED AND AS INDICATED ON PLANS, (DETAILS TO BE SUPPLIED BY THE CONTRACTOR). 7. PROCEED WITH CONSTRUCTION ACTIVITIES (EXCAVATION, ETC.). 8. COMPLETE UNDERGROUND CONSTRUCTION ACTIVITIES,, BACKFILL AND COMPACT SOILS, BRINGING TRENCHES TO REQUIRED GRADE ELEVATION. 9. RESURFACE AREA IMMEDIATELY UPON BACKFILLING WITH EXISTING STONE STORED ON -SITE, NEW STONE OR TEMPORARY BITUMINOUS PAVEMENT AS APPLICABLE. 10. RESURFACE VEGETATION AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCTION ACTIVITY IN EFFECTIVE AREA WITH SOD OR APPROPRIATE VEGETATION. EROSION & SEDIMENT CONTROL DETAILS I PROVIDE TM SLOPE AS REW � GRADE 's3a DETECTION TAPE ., S££ NpT£ > 6' MAX, LAYERS OR EITHER APPROVED MAINTAIN TRENCH _ METHOD TO ACHIEVE WIDTH E'—V f BCVE COMIPACTION T13P IF PIPE M-SEE NOTE 4 MAXIMUM WATER LEVEL rF1� 4 ALLOWABLE LAYERS i►1 F OAT 9TA ! ! IPE PIPKE },CK �JI OR PEA ROCK WHERE UNDISTURBED ` ,�.. 4 MAINTAINEDNOTES 11 WHERE SOIL CONDITIONS CANNOT BE AS SHOWN ABOVE, Z SHEETING VILL BE REQUIRED AS DETERMINED IN THE FIELD. 4, WCHAMICAL COMPACTION N13T ALLOWED BELOW THIS LEVEL. TRENCH rTH IWI - PIPE r 3 a' WIDE IDENT71CATIONt :# TO BE ATTACHED STRINGENT.TO PIPE. TAPE M BE MARKED - WATER LINE, FORCE K41N OR REUSE. TRACE WIRE SHALL BE ADDED CONTINUOUSLY ON ALL PM (SEE DETAIL M-16) 7, ALL REST13RATMN IN EASEMENTS 13R RIGHTS OF WAY 13R WHEN REQUIRED BY EITHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS 13R THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS V";m (UNPAVED ■ AREAS) TRENCH ! YEN ! [^ TYPE I i•t t• P t. (VISQUEEN CAST f3.. LETTERS • }. OR EGUIVALENT) RAISED w*+ {. 'VATEW AS APPLICABLE OR PROVI AS SH "4 s; S££ T WIDTHTRENCH RESTORATIONSURFACE MECHANICALLY 91K SAW E TING PAVEMENT if PLAREMENT K +). NOTE 6 `i r N 3 LIFTS QZTt t` i OTHER APPRDM METHOD TO ACHlIEVE O " : C 3ti I� MAN MN y ' r s�ER1 r LEVEL -E I + AT 95X ~n4' L r }3 ' DEDOM ROCK PIPE " EA ROCK Wm UNDISTURBED, SOIL CONDITIONS REQLWtE NOTES e. SHEETING WILL REQUIRED AS PEIERMINED I : THE fM.A * NEW SURFACING MATERIALS SHALL BE CEINSISTENT WITH EXISTING 3 Sx 3JOINTS.I- 'a; t COMPACTION PERCEWAGES SHOWN5 TO # z.+ 5 ALL ROADWAY RESTORATION SMALL COMPLY WITH INDIAN RrvIR WOW / FAMT. STANWDS. ir WIDE IDENTIFICATI]IN TAPE 004--METALLIC) TO BE ATTACHED TO PIPE TAPE TO K NAMED - WATER LIME, FORM MAIN 13R REUSL MACE WINE SHALL K AD= CONTDMJSLY ON ALL PIPE (SEE DETAIL *-16) 6. MECHANICAL CEIMPACTMN NOT ALLOWED VELOV THIS LEVEL, <PAVED AREAS) � TRENCH DETAIL IM-2 24° X 24' X 6' THICK CONCRETE PAD AT EACH 'VALVE BOX WITH (I) - I1I. 3 0 CONTINUOUS. (SHALL BE 36' X 36' IF LOCATED IN TRAFFIC WAY,) t. VALVE BOX LID S14ALL BE PAINTED BLWATER UE FOR ! YELLOW FORFORM MAINSi VALVE BOX PAD SUM } - ` !; mom 4w rE sr` f L i FI: M'c a tx # ..� " t am W. , DEJAILS INCHES.NOTES KTt 1, USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER DUCTILE {'f#` i & SEVER IS LESS THAN w.-'a - R'.t�'k. IN SED t� CONCRETE i! LOCATELENGTH OF PIPE CENTERED AT THE POINT OF CROMM, SO AS TO tf DISTANCE FROHI THE WATER LINE. 2MAINTAIN IV HORIZONTAL DISTANCE BETWEEN WATER MAIM AND SEVER AS A ' T 3 MV~ DISTANCE CANN13TMAINTAINED, BOT14 LINES ENTIRESHALL BE W. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS WHEN THERE IS A C13WLICT BETWEEN A STORM SEVER PIPE CEIR SANITARY SEVER PIPE) AND A VATER MAIN (OR FORCEMAIN) THE WATERLINE (OR FORCEMAINI) SMALL OF CLASS 52 DJPOR CONCRETE ENCASED, }— 3 UTILITY ENCASEMENT IN AIR RELEASE VALVE STAINLESS ST OR BRASS NIPPLE 2'SILES DOUBLE STRAC SERVICE SARI I/Zl P.V•C, AND FITTINGS 2a" DIAMETER STAINLESS STEEL OR BRASS NIPPLE STCIP WATER MAIN NOTES 1. AUTOMATIC AIR RELEASE VALVE TO DE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE E3R AS REQUIRED BY THE I.R,C•AUiS, P. AIR RELEASE RISEkS TO HE IN A VERTICAL POSITI13N AND PLACED AT SLW44ITS IN THE SYSTEM 3. AIR RELEASE VALVE TO BE INSTALLED AWVE SURROUNDING GRADE PER. D. E. P. 4, SEE TRACER WIRE DETAIL '; ABOVE ` • e RELEASE DETAIL o�. �o�°g9no 000 �t3 13 luu RESTRAINING SCHEDULE AND NOTES SEE OR .t -.�,,�7"_-'PRESSURE MAIN DEFLECTION LENGTH ENCASE AS REQ'D,J AE= STANDARD • t. NOTk L THE DEFLECTION TYPE CROSSING SHALL BE i WHEREVEk POSSIX—C ONLY UNDER SPECIFIC ORDERS BY THE R S�W.L THE FITTING TYPE CROSSUNG :+ ALLOWEM r EXCEED t CONSTRUCTSTANDARDCREWING } JOINTF THE MANUFACTURE'S MAXIMUM DEFLECTIONi AFTER3, IF USED, TIE R13DS ARE T13 BE MATED WITH A COAL TAR ENAMEL COATS OTHER METHODS } USED AS APPROVED BY5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN VATER MAIN & SEVER IS LESS THAN 18 INCHES. ALP WITH NE04WCAL JOINTS 14AY BE USED IN LIEU 13F CONCRETE ENCASi7Vl&f AT WATER LINE SSING WITH A LENGTH OF PIPE CENTERED AT THE POrNT,OF AS # to t 4 FROM . Y WATER LINE, TRACER6. SEE WIRE DETAIL UTILITY CROSSINGS ,r r +J r. ix , r, w ✓ e .,.-: . - .. . .. .r ,.- t w. :, >' •'. ice`."._'"_ -.� - II 4, t r „ s Yam. a Ate. ' t„.+ P a ! - } " { .i, �♦ ,'3 a l - r• x �.::'. art r v ,ti ,. ,s a ►� .ry y► ■ Pt+Ihl�nwr _silitt..`•a."•e."',tl1i �.rrrowrf } «a_ •: '.7` x 3 i TRACE WIRE 1tnM ; w1► lartw�t�Mc '��r r A F a Y t-v h 4 DETAIL: MICHAEL Cf HOTCHKISS, F-LA, P.E. No, 39514 INDIAN RIOTER C Q UN TECHNTCAb kBLANYTIN DATES DEPARTMENT o� SEBASTIAN PHASE 41- 1840 25th STREET VER® BEACH, FLORIDA 92960 SCALE4 DESIGNED BY, ICHkaTCHKISS WATER ASSESSMENT PRofE T�(407) 567-8000 IIT sRvzcEsA EYCOUNTY Pt.," .-: -�. <:. „•�, z'� . � .y v-i�-G)e*t&�- Pf�'L.... � .e..0 _ r_ w�+�{.. 9 ., .At - 33 "f;w9...2f5' �:. ., .e . .. CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO TAT IT DOES NOT IN19tFERE WITH THE PIPE RESTRAINED JOINTS. CASING INSULATOR BY CASCADE WATERWEWS MFG, 13 EQUAL E STEEL CASING PIPE STAINLESS STEEL. I BOLTSNUTS & BOLTS A+AV (BLOCKING DETAIL) m JACK AND BORE M-I3 PE. GOOSENECK 3' LOW (MIND iR SWING JOINT OR APPROVED EQUAL BY IRCDUS LOCKING CURB SEP (TO ACCEWO 1' Ov. OR 2' CORP. 318' x 3f4' METER) 50-�RCA AY t RMDVAY � PAVDWLs k BASE tr DUCTILE WON KJ, 11 CLASS '52 PIPE i Y ALL DRILL & ROW SHALL BE EXTENDED ' FROM EDGE 13F PAVEMENT, DRILL BO F_ INSTALLATION M—I4 D;,T,IL SERVICE LATERAL � CURD STaP�' } t>< I F METER BOX t (METER NOT LATERAL STD' FINISH GRADE IN LINE DUAL LICx RVIGE CHECK BY IRCDUS STAINLESS STEEL SERVICE NOTE b> DOUBLE STRAP SERVICE SADDLE FITTIW WATER MAIN AS REQ'D. NOTES L SUCCESSIVE TAPS INT13 THE WATER MAIN SHALL BE A stint" OF 18' ON CENTER. SHORT SERVICES AND LOW SERVICES REQUIRE 36' MINIMUM COVER, WITHIN RIGHT-iT- WAY. 3. MINIMUM SERVICE SIZE NOT LESS THAN V, DUAL SERVICES 94AU BE A NDMM 1-1/2' AND TRIPLE SERVICES SHALLL. BE A MINIMUM Z*. QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. 4, V & 1-1/2' LONG SERVICES REQUIRE A 2' MIK &D, CASING PIPE. 2' LOW SERVICES REQUIRE A 3' MIN. IA CASINGS PIPE, CASING PIPE SHALL BE SCH 40 P.V.C, 5, METERS GREATER THAN 2 INCHES SHALL BE MANUFACTURED BY HERSEY, MASTER OR APPROVED EQUAL. BY THE I.R,GII, DEPT, of UTILITY SERVICES AND SUPPLIED BY APPLGANT, METERS Z' AND SMALLER SHALL BE SUPPLIED BY IRCDUS. & PIN LOCKS SHALL BE PURCHASED BY T14 DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURD STC1PS SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TR OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 7, CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLE 8, METER BOXES SHALL BE EXTENDED INTO PRIVATE PROPERTY IN CASES WHERE PLACING WITHIN RIGHT-W--WAY WOULD RESULT IN OBSTRUCTING FLRV PATH OF SWALE. LOCATE METERS MIN. V OUTSIDE BM13M OF SWALE WATER SERVICE W- 4 BRASS COMPRESSM J WYE BRANCH IN LINE DUAL BRASS RCDUSj STOP (Ft � PLAN VIEW OCKING CL"R2 CHECK Y I WITH INTEGRAL METER COUPLING LUM I Ld2 IJ i ` OVER METER(S) O 1' MIN, CUS f PWING B: # (BY OTHERS) (ISEE NOTEm NC. 3)4" MIN. GRAVEL $ OR CRUSHER ROCXm . �. • ' CROSS,• .� E_C1 ZLN NOTES 3« METERS OVER V MUST BE APPROVED BY I&QWJS, AND INSTALLED BY CONTRACTOR. ALL METERS w:' AND SMALLER VTL1.. BE SUPPLIED AND INSTALLER BY I.R,C.D,U,S, 3. MINIMUM SIZE OF METER BOXES, V SERVICE tip' X s 1-1t2' AND 2' SERVICE (17' X 28'). 4: METERS GREATER .THAN V SHALL BE MASTER METER OR COMPOUND AS REQUIRED AND APPROVED BY METER BOX 0 INDIAN RIVER COUNTY 1840 25th STREET VERO BEACH, FIARIDA 32960 (4 07) 587-8000 t 3. w r . F � LENGTH OF r:" EXTENOING ABOVE THE .r - s THE TURING$HALL BE INSTALLED vm BEND, COPPERV GATE VALVE— V GRADE CORPORAT113N WITH PV.C. PLUG WHEN Y rE NED �i WATER MAIN NOTES L TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. (BACTERIOLOGICAL) TEMPORARYPOIJ DEPARTMENT OF UTILITY SERVICES rt. �� �ji rnlMmrrtlM ! i mml#mimtie€�Irnldw s►` �`' t } s r w i► I II j.��'�..i�•�""��.'""`w`1,"*i."'4:f\'' - � /`'Ri, . is — ^ ... ._....�._.�..-..—_ ..w«•...._.,...... ..._..�.z. -. ..�.,. x•. - stet t •a tt.:' i - >`x At ;: ,. _. €`EBCO 905Y DBL, CK. 2' Gov, E' SCH 40 GALV. CTYP.) 'T' or 'Wye' (TYP.) PRESSURE GAUGE 2' METER r<SEE NOTE 1D i (TYP.) 8' SERVICE EXISTING D W MAX SADDLE 12 MIN > ri,JAV,FORD FB 1700 _ 2' CORP. STOP 0 �NEiYP eli,id, { 1 TIE-IN VALVE TO BE CLOSED AND LOCKED, EXISTING 'WATER MAID I L TIE-IN VALVE S14ALL BE OPERATED BY COUNTYPERSONNEL PRESENCE OF € C OF RECOR31 FLUSHED2, LINES T13 BE SHALL BE GREATER THAN 6' IN DIAMETER, TECHNICAL= BLANKEEN DESIGNED BY; ICC, H13Tslss APPRI3VED PY _j DPAVM TEMPORARY mi2 JUMPER DETAIL (A) egg L A r corewmtion is required at *11 tics between a as Wo water nakw anet proposed now rater a The Temporary Jurpor dotal (V-IM is to be used for PSUrmlg a roes watrer Reim of any It" Pr aR the e� active ea#ttrr^ and for the of new Mims up to 6 dam+tter S m ertntne#R armd For akv sa frork from any rust water fwmn OF any s�ca 3, Time 11, carewction shalt be vointakwed untl aPtvr tt+rr anal Ck*1fect1nn Of the new MWM Y s been €a �fuUy and ctaarwco For From tine F t of ERmArorrmental ProtocVan *'W.P> and other d^ restraemts shalt be Wavided torporarity, as reqk**d, 4. P14m eases fft*t s wed for conr*c tee nlnv pot to the *)dwMrmp pipe shalt be fthfe0md prfw to ktata"Von in accordwco vtth AVWA C6M IM EDITOL The tam stave and the exterior of the palm to be tapped shot! be doWocted by ykV or per SecEtan Two of AVVA C58t-9Z M The Ar4wr carmcftm shall atso be used to mkrtain a prwsamstie of PG Pm In the raw malts e y after e 3no and untl F.DZ P c i~unce letter to 6, The i:.ontractcr adlaU pr Ads `don "v that time chock bad d%w Prevention device is in good woridna i order at the Lure of kwtoftVan wii docuAontation that Live ? t badtflow drAcw has been tested and is In order ame year tMorm Yrstset/attomv by a quakiflea6 tacit as ky LvrBoxm tBvtir Car�ssty't ttdUlY i, rrpt a�6 req►iired to Ftwrft lkves ter timarm b° 4katter`, the tie -{gym valAve suet! r#[retain ciostd and shad bs and In the ; by mite may, The tic -in ,ratvw alzit (CUM" urmtit now system has been cteared for use by FDU And art other poem 9. Upon receipt of dowwww for uare from FSEP and ,aU otimer pertinent ,the Contractor s h*tt redone* thtr That corp©ratian stops " to be ctoswd and smith# 2' brass stops, 9. #tit inxtattatlon and r4kyterAmm of the 411d #mGCk*t&Vr a valves, ct, shot# be the ► e ikmiiikX of the CarrtrnF tor. s Its. If the water train to be Pius h" Is Urger than m;' dameter or suds termpth !fiat a Pust pipe fUAsh of the iL„i' MS vet ctuv t lsrt a al. the 4 shalt be 1 0 instati proswwre gwign as imaicr&twd on detail (W-1 my. b) Open Ott downstro" valves in the new system prior to c) Ftuah new ratan maim thru tie -fir► vatvw mnint"*V a W PSI pressure dffomnti t between coupes tltr*v Pltash, § di3 T*_4ry valve shad be operated by T esty # pwrsomwt, In the pwrsermc+m of the erm%etr of retard to irasc€r^re that the r wowed press€,re cVf*ratnntket is TEMPORARY � ,BUMPER DETAIL W- I 1 NOTES B 1 REVIEWED AND APPROVED BY1 MICHAEL C, HOTCHKISS, FLA, P,E, No, 39514 COUNTY PRU_JEC"' -7, w` SEBASTIAN PHASE 30A I� �� WATER ASSESSMENT PROJECT Imo*