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Home My WebLink About1997 Vicker's Grove Industrial Subdivision Paving & Drainage Plan (Box 8 #38)I I Ft •r �s R 4 = i � 1 4- } I I SEBASTIAN . :_.. HIGHLANDS :• ......•sar:....;a-". w. :.:: :;- m x ........:: VICKERS LAND MINE Zo :; :... 1. ................... INDIAN 3. .. •s ;•;::;;:;;: RIVER MOBILE, SEBASTIAN HOME PARK US 1 ....: HIGHLANDS o is ; :•;:::::.:: `.......... ::. Z...:... VICKERS ROAD y...... c=i SEBASTIAN N HIGHLANDS - �ri::iii:: 7 ....: •. •SyY �:•��:Y ....._. . NM 9 DECEMBER, 1996... OWNER ' FISCHER AND SONS, INC. DR. HENRY A. FISCHER 10725 U.S. HIGHWAY NO. 1 P.O. BOX 68 SEBASTIAN, FLORIDA 32978-0068 (561) 589-3159 i i ENGINEER f 3 li f s i I " t I. INDEX OF DRAWINGS 1. COVER- SHEET 2. PAVING AND DRAINAGE PLAN 3. WATER AND SEWER PLAN AND PROFILES 4. PAVING AND DRAINAGE SPECIFICATIONS AA MOSBY AND ASSOCIATES, INC. p 5. WATER SYSTEM DETAILS WATER SYSTEM SPECIFICATIONS SEWER SYSTEM DETAILS t SEWER SYSTEM SPECIFICATIONS i i LIFT STATION DETAILS �IFT STATION SPECIFICATIONS A, PItPERTY. LINE i. SITE INFORMATION Q O 70' ROAD RIGHT OF WAY WIDTH t i DIMENSIONS. AND QUANTITIES ol M I 51`CONCRETE SLAB (Cy) f7 SODDING (S0. YDS.) OWNER 10' BUFFER D lr A B C E f G SJngla Double Triple Quad. N Single Double Triple Quod. Single Double Triple Quad. FISCHER AND SONS, INC. Pipe PJpe PJpa Pipe Pipe I Pipe Pipe Pipe Pipe Pipe Pipe Pipe DR. HENRY A. FISCHER, REP. 6' 2' 6' 4' 12' 12' 4' 6' 6' 6' 6' 10725 U.S. # 1, P.O. BOX 68 4. 1 1. 0.57 44 2j E6 29 32SEBASTIAN, FLORIDA 32978-0068 PROPOSED PROP SED SWALE STABILIZED PAVED ROADWAY STABILIZED RROPOSED SWALE GREEN F.E.C. R/W 91 1.41, 4.92 7 ' 10.58 13.42 0.66 0 561-589-3159 LOTS SHOULDER SHOULDER AREA 2,f 3-5..18 e e 1.7 2 11. 08 /8.83 74 I 4.1 11• / 14•i Il. 3 .24 I .92 4 40 46 2 SURVEYOR k slope /6.42 1 .0 .4 7. B 76 I 8 44 I 15.4 / . 15.0 2.65 .83 4 28.08 4 30 4 7 4/ 46 JAMES A. FOWLER, LAND SURVEYING COMPANY - 49 .88 17.03 Z83 .42 I 23.75 31.42 l4 7.56 44 2 929 7TH AVENUE, P.O. BOX 1677 j 6 H '00 4• 4 VERO BEACH, FLORIDA 32961 10.84 452 I 68 .59 O l6 /6 I6 / 561-562-4744 23.00 ! 2.6 2.60 22.7 22.6 22.6 j MATCH EXISTING GRADE A PROPERTY LINE ;! ZONING (` r_7 { Si -INDUSTRIAL -� LAND USE �-3 w t E t L_ - 1 - - - - - ------ so,� I� Beveled d Round Corners i INDUSTRIAL PROPOSED AVEMENT 3 3 MAX. ' (SEE DETAIL 0.6 NOTE: SOD ALL SLOPEDAREAS. 0.6 T, Z ZONING DATA SEED, MULCH AND FERTILIZE BOTTOM ONLY MINIMUM LOT SIZE = 15,000 SF 47 / �° MINIMUM LOT WIDTH = 100 FEET MINIMUM LOT DEPTH ! = 125 FEET MINIMUM YARD FRONT ! = 20 FEET TYPICAL ROAD CRO55 -5EGTION ! '� , � �!� SIDE N/A - A ' REAR i - 10 FEET NTS - - \ MAX. BLDG. COVERAGE = 50% l MIN. OPEN SPACE = 20% MAX. BLDG. HEIGHT 35 FEET LEGAL DESCRIPTION ! Caiaete sma, rOr s{' rnlck,2 SITE DATA 1-1/2" TYPE S-1 s oy ! Reinforced Wrtn WWF &6-KOW1.4 TOTAL SITE AREA = 705,672 SF = 16.20 Ac = 100A9< A PARCEL SITUATED IN SECTION 17, TOWNSHIP 31 SOUTH, RANGE 39 EAST,#of ASPHALTIC CONCRETE Gen,,,, ��i°, s°° ! PAVED AREA _ $5,281 SF INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS CONSTRUCT 6" COQUINA OR °' v '' f s c s or a{ 2 TOP VIEW -SINGLE PIPE _ LOT AREA = 462,583 SF - _ R/W AREA s 243,089 SF - 65.5% 34.5% FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY RIGHT OF LIME ROCK BASE COMPACTED Deepen Around 0uhtdq WAY OF THE FLORIDA EAST COAST RAILWAY AND THE SOUTH LINE OF SAID TO 98% MAX. DRY DENSITY Edge of Pipe For St S B SECTION 17, RUN SOUTH 89' 35' 01" WEST ALONG SAID SOUTH SECTION LINE, PER AASHTO T-180 METHOD, �.: PERMITS REQUIRED 73.01 FEET TO A POINT ON A CURVE OF A NON -RADIAL CURVE CONCAVE LBR 100 SOUTHWESTERLY, HAVING A RADIUS OF 260.11 FEET AND THROUGH WHICH A Concrete CITY OF SEBASTIAN PRELIMINARY PLAT APPROVAL RADIAL LINE BEARS NORTH 75' 05' 13" EAST, THENCE RUN NORTHWESTERLY a Pipe Connec-to F.D.E.P. SANITARY SEWER CONSTRUCTION PERMIT . 342.77 FEET ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 75' ! y/°� * to side Dt" Grode ,ld"" F.D.E.P. POTABLE WATER CONSTRUCTION PERMIT 30' 12"• THENCE NORTH 00' 24' 59" WEST, 60.00 FEET; THENCE SOUTH 89' 35' 01" �. INDIAN RIVER COUNTY POTABLE WATER CONNECTION PERMIT WEST 16.20 FEET; THENCE NORTH 89' 59' 29" EAST, ALONG SAID NORTH LINE, Not ess iron : INDIAN RIVER COUNTY SANITARY SEWER CONNECTION PERMIT 210.02 FEET TO THE WESTERLY RIGHT OF WAY OF THE FLORIDA EAST COAST Yo Pipe Joint Permuted 04 DO" 6' a' Sod ST.JOHN'S RIVER WATER MMANAGEMENT DISTRICT MSSW PERMIT RAILWAY; THENCE SOUTH 21' 48' 43" EAST, ALONG SAID RAILWAY, 2786.57 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A unless ed B The sneer E slop°. N Ylten To f Pf For Pipes JB' And Snoller. �' For gip°' 24 And per• RADIUS OF 11,541.72 FEET THENCE RUN SOUTHEASTERLY 825.18 FEET ALONG STABILIZED SUBGRADE MIN. DEPTH OF 8, COMPACTED TO 9$% MAX. DRY Paid For As Pipe 0itve F tPi To Be lnokded Under Unit Price For Mitered End Secflonl & Ynen To f PJpe For Pipes iB' And Smaller. FLOOD ZONE THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 04 OS' 47" TO THE DENSITY PER AASHTO T-180 METHOD, SECTION » For Pipes Pt And twger• THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' POINT OF BEGINNING, MIN. FBV 50 psi. PER F•I.R.M. PANEL No. 12061 CO079 F, DATED JULY 2, 1992. FLEXIBLE PAVEMENT SECTION i SINGLE AND MULTIPLE ROUND CONCRETE PIPE ER SOURCE SURVEY NOTES INDIAN RIVER COUNTY UTILITIES N.T.S. 1. FLOOD HAZARD ZONE DESIGNATIONS FOR THE PROJECT SITE ARE BASED ON FLOOD INSURANCE RATE MAP PANEL #12061C-0079 E AS PREPARED BY SEWER SOURCE FEMA FOR INDIAN RIVER COUNTY (DATED EFFECTIVE MAY 4, 1989). ' DOT INDEX N O 2 -72 INDIAN RIVER COUNTY UTILITIES 2. SITE PRESENTLY COMPOSED OF BRUSH AND ACTIVE SAND MINE . OPERATION AND CONTAINS NO ENVIRONMENTALLY SENSITIVE LANDS. M I T E S END 5 E G T I O N 3. PROJECT STREETS TO BE DEDICATED FOR OWNERSHIP AND MAINTENANCE TO THE CITY OF SEBASTIAN. I NTS 4. DURING THE FINAL PLAT PROCESS, DEED RESTRICTIONS AND PROTECTIVE COVENANTS, AND PROPERTY OWNER'S ASSOCIATIONS DOCUMENTS WILL ' BE SUBMITTED. 5. THE MINIMUM FINISHED FLOOR ELEVATION FOR ALL BUILDINGS SHALL BE 1 ABOVE THE FINISHED CROWN ELEVATION OF THE ROADWAY. ' 6. PROJECT IS INTENDED TO BE COMPLETED IN ONE PHASE. F L 0 R I D A EAST C O A S T RAILROAD - 1 0 0', ,R / W ' N 21 ' 48' 43" W 2,786.57 Q 293.08' Q - 8=25M'-33Q_0 e - --- -- -- -- --- - - ---- - ------- -------tih 1�� o L1= 4T 43' 20" 22.70 7O- ti 2.703 ti� 2.70 © 2.70 �� 2.70O 22.70 o 2.7 .�� 3. R = 30.00' Jlv L1= 275' 26' 39" 3.00 3.00 3.00 3.00 0 �' 3"00 3.00 3.00 Q 3 R= 25.00' 0= 4 2.70 22.70 22"70 22.70 22.70 22.70 ' 22.7 SEBASTIAN r HIGHLANDS N 2.70 R= 30.00' 222.39' 160.00' 120.00' 120.00' 120.00' 120.00' 120.00' 120.00' ,yti� 120.00' 120.00' Z o P.- N O R= 50.00' �= 38' 17' 04"0 - •ham e ry h �°j' 6= 129 17' 04' ti'�� JK o � � I 6• O O o 2,200.00' 1" = 60'-0" EXISTING VICKERS LAND MINE PAVING: AND DRAINAGE PLAN log - 60'-0" o cD rn 0 07 :2 _j Q� cn rn r- W n O O co -II U Z LW I- 0 0 Q ma N M a 0 0 9- 00 00 0 N = 0 10 IN (3 LL '100V `. -- Q Zp U) a W K o N IL Z Q 0 A. °c m cO L LU 0 /A Q J Q. a� W Q Q Z Z Q V Z z Q _ J Q a a -'-'- 0 - -O 2 2.7 0 �VL Q o R= 11,587.72 A= 01' 00' 56"- C = 2.70 35.00 113' 44' Cr 22.70 R= 45.00' co O 0= 65' 43' 29" N S .7 V/ Z <L 48 HOURS BEFORE DIGGING a 00 CALL TOLL FREE °° I° • 2 , � cn 6° °o: 59h 1-800-432-4 41 - U.N. C.L.E. UNDERGROb�q I ITI SHEET NOTIFICATION C 2 F 13 97 OF 10 RAMDALL LEE A40MY, FL PE 96-505 . i i -- , , ... , . :,... , . . '. .... .. ...-.. - .. ,, . . . <. . .. ..' _ . .. .. . . r .. .. : . .. .. k . . , . - . . . . . :..... .. ,. .. , . I , .., . . . . . , _ . . , t .. :. 1 ".. . ,. ..:.. '. .. .. ... .: ... :.. ., .. .. .. >' , .. ': .. .. 3 I .. < .. . t.... .. , .,. ,. . is .. I ; F 0 R L 1 D A A T ROAD.. E S C Q A S T R A I L 1 0 0 .. .. R W / -, r , F N 21 48 4 W 3 "2�786:57 �' • ;' ' . � .. r a, , .0 . .. :. '; . 293.08 f k �' 0 Z�b' _ 2 70 _ 7 O - � - - 1-7'43 $&' •'� . 22 7o _._r..� 2.70 3 m - - - - 2 70 22 70 , , r : ., b . .. .. ... p 1 = 4 4 T 3 20" 23. � , : ^e. 1+00 2 00 00 4 00 5+00 6+00 7+00 I 8+ Q _ 9+00 10+QO 1 I - ' l = 30.00' 275' 26' 39" 3.00 3.00 3. I 3.00 N 3.00 k ;. : , .. 3 oR h p= 4T 43' 20" 2.70 2.70 2.70 2.70 22.70 x ' SEBASTIAN Q' ... ry { Y PROPOSED 4 0 SINGL E ANITARY SEW R LATERAL �TYPICALr OF 2� 2.7 = 30.00' 222.39' I 160.00 120.00 120.00 ' 120.00 . 'i. : 120.00' 120.00' { HIGHLANDS OtV R= ,L= 0.00 3E' 17' 0'r PROPOSED 4 0 DOUBLE O , h .., , ' ' PROPOSED $INGCE W ER p= 128' 17' 4" o titi '�� ry4'0 . ANITARY SEWE LATE TYPICAL OF 10 o y. C� ? ' . - +y , . N *yr '• . - . , ;' . .. .. , . .. .. . , ;' ,o ERVICE LATE L .. ... TYPICAL OF 2� , PROPOSED 4'0 SANITAR Y PROPO Ed 8"0 PVC PROPOS SANITAR ED EL = 2 0' . .. ... eyed '. ..; . ,, .' . -{{ PROPOSED 4 SEWER. TOP Sa1VITARY L = 23.00 .! L 23.00' SEWER TOP E . S. INV. EL 19.OQ' WA TERM INo EXT ENSION NINV. EOLP 17.80'3. , N. INV. EL 16.55' Uj N. fNV. EL = 19.10' a S. INV. EL = 17.75' i S. INV. EL 16.50' f W. INV. EL. 19.10' o �.. Sri j o - - - - .I ' 330.00' - I 160.00' 120.00' 120.00' i 120.00' . 120.00' 120.00' 371.09' 6 1 tie , ., ti ti� : ,�,° N 21' 48' 43" W 2,200.00' ' ,�.�. i' - , . ' - • .' . • - .. . ' r WATER AND S WER E PLAN , ' . . •. - . � EXISTING VICKERS LAND MINE .: r ; Ir. 1y _ 60,_Q" 'I I, I "' • ..: .' . .. • • PROPOSED 4'0 SANITARY SEWER. TOP EL. »= 23.00' i j PROPOSED 4'0 SANITARY SEWER. TOP EL. = 23.00' I . I i .. . PROPOSED 4'0 SANITARY SEWER. TOP EL 23.Q0' 25' I 120.00' 1p 120. 0' 120.00' PROPOSED DOUBLE WAT R SERVICE IATERA� I (TYPICAL OF 10 P OPOSED 4'0 SANITARY S ER. TOP EL = 23.00' N. INV. EL. = 15.30' S. INV. EL. = 15.25' I I • ryk� 120.00' 120.00' 120.00' I . ti i PROPOSED '4'0 SANITARY SEWER. TOP EL. - 23.00' 00 O 22.70 \Li I 0 0 U 0 Q< L 0) -_� � I m # - �I II Ii� III ��-iN �11 fir; 91 ii II II ��IRft�L 1 7 l�ri >t II �� 2 - �_ k �, .,. . , ! I 10 0+00 1+00 2+00 3+00 4+00 ; 5+00 6+00 7+00 �'• 18+00 9+00 ,: .. .. . €' .. .. , . , I ' . 1 "0 RCP W MITERRED) 20.6' ND - I j i .. SEC ONNS. INV. EL. = (TYP. I i I .' ... I , (TYPICAL OF 7 CROSS DRAIN$$$S) ,. I A . r.: . ` . FLORIDA - EAST COAST RAI LR0AD - 1 0O':.. R/W RL= p= - N 21' 48' 43" W 2,786.57 . ; - - Q -22.7 �-- - - fie+3-4'9• - 10>_BUFFE_ - 22.70 rye, oo 22.70 _o _ -;` 22.70 - 1�� 2 2.70 R 11,563.72 - 22.70 70 16+ 0 ® 17+00 18+ 23.00 19+00 20+ 0 21 +00 3 22+ 0 � 23+00 24+ 0 25+00 _ 26 00 23.0 27+00 R- 1 1 575. 72 + 14 00 15+00 N 3.00 0 _ 3.00 _ 1.587. L�= 02 5' o8" r 3.00 3.00 3.Q0 n f oo 0 22.70 22.70 22.7Q PROPO 2.70 22-70 22. 00 22.70 0 Z 120.00 p' 120.D0' 120.00' 120.00' 120.00' 120.00' 120.00' 120.00' PROPOSED' 4-0 SANITARY PRIVA• �• INV, _120.0 SEWER. TOP EL = 23.00' BTM. E J ry�5 k� S. INV. EL. 10.70' 3 rye^ tib PROPOSED 4'0 SANITAR ry6ti PROPOSED 8"0 PVC PROPOSED 4 0 SANITARY ti PROPOSED 4'0 SA SEWER. TOP EL ITARY 23.00' ,y0 . SEWER. TOP EL a 23. O WATERMAIN EXTENSION SEWER. TOP N. INV. EL. L - 23.00' 12.80' N. INV. EL. = 11. 0' o ' o N. INV. EL. _ 14.05' S. INV. EL. 12,75' S. iNV. EL 11. 5' _ - . N . , S. INV. EL. 14.00' I 3 1 .. r- Ug N S 89' F-- _ N 16 120.00' 120.00'' 120.00' 120.00' 120.00' 120,((�0' 120.00' 1 120.00' 120.00' 200.00' 226.1 . -0 i ti N 21' 48' 43" W 2,200.00' - 1 c 1� I II ti ,. ' s , - t , .. ._ 1 f i _ . .. . EXISTING VICKERS LAND MINE .. .. :; ,. . . . I { . . . - ,.. ; . WATER AND SEWER FLAN . I . ; . _ '. . . . ' 1 I ! : - 1" = 60'-0" i I . . ! 1' I , . r ,. .. I PR . ,, C. , n I PROPOSE p 4'0 SANITARY PROPOSED 4'0 SAN[TARY I PROPOSED 4'0 SAN T EL. = 23 00' SEWER OP II SEWERS OP ,EL.N 2300' ,: . r. , I 1" SEWER. TOP EL _ 23.00' SEWER. TOP EL. 23.00 j ! ; :. 25' : '.' - , :, .: - I " °.. . 4 " ,' ,. L. IN _ -20.6 F :. y .. INV. EL=20.6 ., ,,' t';. I.' « 20' : "' <. - - :. _ :- - !i .. - - .. . . _ ; 15' .' ., .. _ - _ _ • . - ,, . , - , , . • , •_ . ._ :. , .. IN 11.6 ti . , ,. . ..'Or -., . ... . „ , .,_ .: , a::. ,... ..., - 16 00 „ : 19+00 20+00 21+00 22+00 23+00 24+00 25+00 i 26+00 1 I INV,= 10. 27+00 28+ .; .:-. , i. .., ,. . x. a , - I ,: '' • • : i I 1 1, a .::, ... - _.r . ',.:. .. .. -. ,' '::. .. ,. s.. .. - , - .: .: . ,.:. .: .. ,. -. ..: ': .. .. .., ... .. ,,. .,. , .. , .. .. , e ..:.. :: ., .. .. I , I i.. _ r • t 1: it , '.1 1" .. r i v - ;. ..:. - .. ... ... , ..: ., .. ". .:. • r �. _ I. - .. - .. .. ::.. - .. 1; . e : .... .. - .' ,. ... J :.:. :.� - '_ a .> , i r 1 .: ... -! ,, - ,. ,' .:. - a' , - t �, �, :: ' I. ,::.... ...._ .. .. . , . - .. .. .. - I .. i , - : :. .: .'. '�. .. ,. ::. _ _ ., ._ -. ,.. .. _ .... ..: .... ... a : -. .. -� -. ,_. -. -. -.: -.. .. .. .. - -.-_.. .. .s.. .. , t „ I 1 U+UU I +UU a a-rvv I 25' 20' 15' 10' 4+00 co rn rn r • � m � U 11 -J X � � -J iY ui 0 = f �u 0 U Z C WL r 0 0 'Q W N h 0 O U1igLo.' jZ.Q Oo z 0 �0 (1) O I-- I : N ILL P - s ; V / :e Q a it) $ a W X N IL Z Q O = i" m 0 2 I Ltuu PROPOSED 4'0 SANITARY SEWER. TOP EL. = 23,00' N. INV. EL. = 9.80' :'. :' .. ':" u. :' , .•. :- ... :. ,. ) '.x, .. :. .:. IR :. .. 'H.n i.... .. •.l ,t. .i ,. .. 1 i > ... ... .... e' , IIi , a. F L,. r ... w i I, , • r , : i �• 'SEDIMENTATION'' ':. ...... ..'ROADWAY "., � , ; : � ,.. : STANDARD ENGINEERING NOTES . � .' : EROSION ANb LONTROL�i.NOTES . , NER .. • ,.... .: •;' `, ., _. , , : GENERAL I_ CONSTRUCTION ACTIVITIES CAN `RESULT IN THE GENERA7f'ON OF 51GNIFtGANT :_.,..: ,•.•, .: AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS I , IT 15, INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 5TANDARD ': i. THE REQUIREMENTS OF CiTY OF WEST MELBOURNE UTILITIES STANDARD SPEGlFIGATIONS ONE OF THE PRIMARY POLLUTANT5 OF 5URFAC,E WATERS _15 5EDIMENT DUE TO 5PECIFICATION5.FOK ROAD AND BRIDGE CONSTRUCTION" DATED 1992 BE U5ED WHERE i F AND 5TANDAKD DETAILS SHALL GOVERN ALL UTILITIES WORK. WHERE A CONFLICT ERO510N. EXGE551VE QUANTITIES OF 5EDIMENT WHICH REACH WATER BODIES APPLICABLE FOR VARIOUS WORK, AND THAT WHERE 5UGH WORDING THEREIN KEFEK5 TO THE EX15T5 IN THE KEQUIREMENT5 OF A REFERENCED MATERIAL OR IN5TALLATION STANDARD OF FLOODPLAIN5 HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHY5IGAL, STATE OF FLORIDA AND IT5 DEPAKTMENT'tOF TKAN5POKTATION AND PERSONNEL, 5UGH WORDING :' AND THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISOIGTION ARE BIOLOGICAL AND CHEMICAL PROPERTIES, TRANSPORTED 5E0IMENT (,AN 15 INTENDED :TO BE REPLACED WITH THAT WORDING. WHICH WOULD PROVIDE PROPER MORE 5TKIN6ENT, THR5E KEQUIREMENT5 5HALL PREVAIL. OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC, CAPACITY OF WATER BODIES TERMINOLOGY,' .THEREBY ,MAKING ;.5UGH STANDARD 5PEGtFIGATION5. FOR ROAD AND BRIDGE OF FLOODPLAINS, REDUCE THE DESIGN GAPAGITY.I'.OF CULVERTS AND ; OTl-IER ., GONSTRUGTION" AS ,THE STANDARd SPEGIFIGATIONS F. OR,:THIS PROJECT. ONT A AI A LE THE I E AT ALL TfMES ONE 2. THE G RAGTOR 5HALL HAVE AV L B AT JOB 5 T WORKS,'. AND ELIMINATE BENTHIG INVERTEBRATES AND FISH SPAWNING . E T ARTICLE OR PARAGRAPH IS<, • IF WITHIN THAT PART1C.Ul:AR SECTION"' %1NOTHER SE( ION, , DOPY OF THE LOCAL GOVERNING , AGENCIES UTILITIES STANDARD SPEGtFIGATIONS AND S1.JBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE ALSO. ;" REFERRED TO.:, IT SHALL bE A T OF .THE. ST A SPECIE( AT IONS, A STANDARD DETAILS, ONE DOPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, _ ' LIGHT . PENETRATION AND THEREFORE, REDUCE; PRIMARY PRODUCTIVITY, '. `,. : .. , : ; I , SPEGtFICATIONS AND SPECIAL PROVISIONS, AND ,COPIES OF ANY REQUIRED , , ' ALL WORK ''SHALL DE �iN' WORKMANLIKE MANNER ANO ".5HALL CONFORM WITH 'ALL APPLICABLE GONSTRUGTfON PERMITS. MINIMUM STANDARDS GtTY, COUNTY, STATE'"'AND FEDERAL REGULATIONS iAND/OR CODES. THE CONTRACTOR 5HALL � AL50 BE RESPON5IBL.E,.FOR OBTAINING ALL',.PERMITS AND LICENSES ;.REQUIRED TO BEGIN 3. CONTRACTOR 15 RESPONSIBLE FOR CHECKING ACTUAL 517E GONOITlONS pEFORE N5 ®ARRBI S ,SEND 51MEA5� WORK.. ';' ,.. ''r '' '.`. _ _ .. :::_ . .. :.. :.;`: STARTING CON5TRUC.T ION. OTHER SRANTENOED TO TRAP 5EDIMENT E THE CONTRACTOR ,5HALL GIVE: THE ENGINEER, 24 WOURS NOTICE PRIOR TO KEQUE5TING 4. ANY D15GREPANGiE5 ON THE DRAWINGS 5HALL BE BROUGHT TO THE ATTENTION OF THE GONSTRUGTED AS A FIRST STEP IN ANY LAND DISTRIBUTING ACTIVITY � AND 5HALL BE MADE FUNCTIONAL BEFORE}.UNSLOPE LAND DISTURBANCE INSPECTIONS AND SHAI._t_`. SUPPLY ALL EQUIPMENT `.NECESSARY TO PROPERLY .TEST ,Ate INSPECT ENGINEER BEFORE GOMMENGfNG WORK. .. TAKES THE COMPLETED WORK, , ;.. " . , I R IN WORK .: 5. CONTRACTOR 5HALL OBTAIN ALL REQUIRED PERMITS BEFO E GOMMENG 6 • � i' ` ` PERIODOF: T THE GONTRAGTOR.':ALL WORK AND MATERIALS FOR' A PERIOD OF TWO YEARS - Z. .t ALL SEDIMENT CONTROL N1EA5URE5 ARE 70 BE ADJUS TED TO MEET FIELD .SHALL•' .GUARANTEE DUKIN WHI AND/OR FROM THE DATE ;OF PROJECT AGGEPTANGE, `' dK NG WHICH ALL FAULTY 6. THE CONTRACTOR 5HALL CONTACT ALL GONC,EKNED UTILITIES AT LEAST 46 HOUR5 IN CONDITION5 AT THE TIME OF CONSTRUCTION AND BE GON5TRUGTED MATERIALS SHALL BE GORREGTF� AT• THE EXPENSE. ADVANCE OF GON5TKUGTION OPERATIONS. PRIOR TO ANY GRADING OR D15TURBANCE OF EXISTING SURFACE A T PERIMETER MATERIAL ON DAL NGE OF 51 E. PER R SEDIMENT BARRIERS E CvRAOiNG k, :', ,,•; . NO FIELD GHAN6E5 OR DEVIA7 NS OR 7 IO FROM DESIGN TO BE MADE WITHOUT PRIOR SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR T KA5H FROM FLOWING = _ , : APPROVAL F THE EN R PR O 6(NEE O O DJA RT I , .FLOATING N T A GENT PROPE E5 . THE CONTRACTOR '5HALL" PERFORM At.l." GRADING NECESSARY:` TO ;ACHIEVE THE PROPOSED: PLAN GRADES INCLUDING ;TYPICAL ',SECTIONS. ' GONSTRUGTION IN STREETS AND ROAD RIGHT-OF-WAYS '. � PERMANENT OR TEMPORARY SOIL STABILIZATION"'SHALL BE APPLIED TO 13, ALL WORK 5HALL -, �E IN VAGCORDANGE WITH SECTION ,120 OF THE .STANDARD,. SPEGIFIGATIONS. 1. OPEN ROAD GUT5 RE iRE5 PRIOR APPROVAL OF THE CITY, COUNTY, 5TATE OR ANY �% DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED •, ;-ON ANY PORTION OF THE SITE. TEMPORARY SOIL" STABILIZATION • OTHER ENGY WHICH MAY HAVE IC 10 . R AG GH M A E JURISO T N , SHALL BE APPLIED WITHIN SEVEN DAYS 70 DENUDED AREAS THAT MAY STAKING �, '� '. 2. ALL CONSTRUCTION, MATERIAL5 AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH NOT BE A7 FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER CONSTRUCTION. STAKING ;WILL DE PERFORMED by ,THE CONTRACTOR FLORIDA DEPARTMENT OF TRANSPORTATION 5PEGIFICATION5 AND 5TANDARD5. THAN 30 DAYS. PERMANENT STABILIZATION 5HALL'' BE APPLIED TO : T A TO BE LEFT UND15TUKDED FOR MORE THAN ONE YEAR. :,. .. ,. STABILIZING , :: • ALL AREAS IN EXlSNtNGRIGHT OF WAYS DI TUBBED BY CONS ON 3 - - 5 7RUGTi 5HALL ; .DURING ` - RECEIVE GRA55/ MULCH OR SOLID SOD, 4: CONSTRUCTION OF THE PROJECT, 501E •STOCKPILES SHALL BE STABILIZED 5t1BGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING r ,.' VALUE AS PER PLAN � STABILIZED OR PROTECTED .WITH SEDIMENT TRAPPING MEASURES. THE FOR THE DEPTH AND LIMITS SHOWN ON THE, PLAN, AND IN ACCORDANCE WITH SECTION 160 4. STREET OK HIGHWAY RESTORATION TO, BE DONE AS PER LOCAL OR STATE AGENCY APPL.IGANT 15 RE5PON51BLE FOR THE TEMPORARY PROTECTION AND OF THE STANDARD SPEGIFIGAT101. HAVING IS fGTION. JUR D ...PERMANENT STABILIZATION OF ALL S01L STOCKPILES ON SITE AS WELL ANSP EGT 51TE, AS INTENTIONALLY TR ORTED FROM THE l'ROJ ' I ILIZED AREAS SHALL bE COMPACTED 'TO 'AT LEAST 9t3X (TYPE G' STABILiZAT ON}. ALL 5. THE CONTRACTOR 5HALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, _SOIL ,%� --: .STAB OF THE MAXIMUM DENSITY A5 DETERMINED BY AASHTO T -180. COUNTY AND G17Y AUTHORITIES .REGARDING CLOSING OR RESTRlGTING. THE USE OF PERMANENT. VEGETATIVE COVER SHALL BE , ESTAI3LISHEO ON DENUDED _ LIC TREETS HIGHIWAY AREAS NOT OTHERWISE PERMANENTLY. STABILIZED. PERMANENT < . BA5E COURSE .• _ 6. TRAFFIC CONTROL ON ALL COUNTY AND 5TATE HIGHWAY RIGHT -OF WAYS 5HALL MEET VEGETATfON 5HALL NOT BE GONSIDEREO ESTABLISHED UNTIL A G ROUND I R LIME GK MATERIAL IN ACCORDANCE WITH THE BASE 5HALL BE CONSTRUCTED OF E THE RO THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC, CONTROL DEVICES (U.5. GONER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, t5 ' SECTION 911 OR DEMENTED GOpVINA 51•ELL MATERIAL IN AGGORDANGE.WITH.;5EGT10N 9i5 OF DOT/FHA} AND THE REQUIREMENTS OF THE 5TATE AND ANY LOCAL AGENCY HAVING . INHIBIT EROSION. UNIFORM, MATURE ENOUGH TO St�V(V A WILL' . • , . .: THE STANDARD SPEGIFIGATIONS.` 6. 57A15ILIZATION MEASURES SHALL BE APPLIED TO. EARTHEN STRUCTURES ` AND BE CONSTRUCTED IN -ACCORDANCE WITH •SECTION 200 AND DEMENTED LINIEROGK BASE N IN EOF TECHNICAL SPEGtFtGATl01 j •' . 5UGH A5 DAMS, DIKES AND DNER510N5 <.IMMEDIATELY AFTER .5HALL COQUINA 'SHELL SASE 5HALL GONSTR> IN ACCOKDANCE WITH SECTION THE INSTALLATION. STANDARD SPEGIFIGATIOD. THE CONTRACTOR SHALL PROVIDE ROCK PIT GER7IFIGATiON FOR , CEMENTED GOpUINA SHELL -MATERIAL.. BASE SHALL BE COMPACTED BY AT LEAST 96% OF THE 7: ', � SURFACE RUNOFF FROM DISTURBED AREAS THAT 15� COMPRISED OF FLOW MAXIMUM OED17Y A5 DETERMINED Y AA5NT0 T-180. BASE SHALL BE APPROVED PRIOR TO THR5E 5PEGIFIGATION5 ARE TO ASSIST THE ENGINEER, DEVELOPER AND GONTKAGTOR IN WORK FROM DRAINAGE AREAS GREATER THAN OR ;:EQUAL TO THREE ACRES SHALL ' . PRIME GOAT.', AN METHO BY gTHE LOCAL GOVERNING A&ENGIE5. p DS APPROVED BE CONTROLLED BY A SEDIMENT BASIN. -THE SEDIMENT BASIN SHALL THE ABOVE MENTIONED ARE RESPONSIBLE FOR THE FOLLOWING DE DESIGNED AND CON5TRUCTED TO ACCOMMODATE THE ANTICIPATED PRIME AND TACK GOAT OIMENT LOADING FROM THE LAND DISTURBING ACTIVITY. THE BOUT PRIME AND {TACK GOAT bA5E SHALL 'be', 1N ACCORDANCE WITH SECTION 300 OF THE 1.) ACQUIRING ALL PERMITS, LICEN5ES AND 'FEES FOR PROJECTS CONSTRUCTED VI 5Y5TEM -7N 5HAL TAKE INTO AC, THE ' , :FOR .THE STANDARD. SPEGiFIGATl01, IN LUDING A TE T5. G ALL 5 THE TUBBED AREA TO BE . < • 5ER B SIN ,. SERVED Y THE BA ASPHALTIC CONCRETE SURFACE COURSE tAG5.G,1 ' G H ALL UTILITY COMPANIES INVOLVE 2.1 OMPLETE COORDINATION WITH D 8, AFTER ANY SIGNIFICANT RAINFALL, 5EOtN1ENT STRUCTURES THE 'TYPE 11 `AGSG `5HALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN TH E PLAN, IN 3.) COMPLIANCE WITH ANY AND ALL GOVERNING AGENCIES INVOLVED. .CONTROL WILL BE IN5PEGTED FOR INTEGRITY, ZANY, DAMAGED DEVIGE5 5HALL BE ,ON ACCORDANCE, WITH SECTIONS '330 AND 331 OF THE STANDARD SSHOW GA GORREGTED IMMEDIATELY. ,;320, 4. ELOGAT I ON, EXTED I ON, ENLARGEMENT OR REFURBISHMENT OF ANY I MPA ) R GTED TESTING -; " ;' = EA O SER 1 R OF T G VERNING A Y, AR S F Y GE IN O OUT HE LO AL 60 GENG 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN GUT OR FILL SLOPES ,` : ,.,, UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT THE CONTRACTOR 5HALL RETAIN THE SERVICES OF AN APPROVF�YA INDEPENDENT TESTING 5.) ALL WORK 15 TO BE GONE AT NO COST TO THE LOCAL GOVERNING AGENCY. CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. DC U LABORATORY ?O CONDUCT ALL REQUIRED TESTS ON SUBGDE RA, BASE AND SURFACE COURSE MATERIALS, TEST RESULTS MUST SUBMITTED PRIOR ANY REQUEST FOR PAYMENT MATERIAL5 10, WHENEVER WATER SEEPS FROM A SLOPE FADE, ADEQUATE DRAINAGE OR _ 'THE :ABOVE ITEMS, � AJ DRAINAGE PIPIN& OTHER PROTEGTION SHALL BE PROVIDED. w • THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL 'DE AS FOLLOWS• 1) MINIMUM SIZED PIPING SHALL BE 18' OR EQUIVALENT ELLIPTICAL SIZE AND 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY 5TORM DRAIN A. SUBGRADE, ' 24 MINIMUM ON COLLECTOR ROAD5. 5Y5TEM, DITGH OR CHANNEL. ALL STORM 5EWEK, INLETS THAT ARE I MADE OPERABLE DURING GON5TKUGTION 5HALL BE PROTECTED 50 THAT (1) FLORIDA bEARING VALUE TESTS 5HALL DE TAKEN AT INTERVALS OF NOT MORE 2.) REINFORCED CONCRETE PIPE (RCP) 5HALL BE MANUFACTURED BY REPUTABLE 5EDIMENT-LADEN WATER CANNOT ENTER THE GONVEYANGE 5Y5TEM THAN 200 FEET, ° OR CLOSER AS MIGHT BE NEGE55AKY IN THE EVENT, OF MANUFACTURING PRACTICES, FREE OF HONEY GONGS, EXPOSED STEEL OR BLEED WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE _ VARIATIONS . IN SUBSOIL GOND1T101. ,: f' : OUCH FROM EtNFO C A OT WISH AT BELL AND SPIGOT ENDS. THR FR R R IN6 AND SMO H F SEDIMENT. ( (2) `DENSITY TESTS 5HALL BE TAKEN AT INTERVALS OF NOT ' MORE THAN 200 FEET 3.) ASPHALT COATED CORRUGATED METAL PIPE (AGGMP)SHAt� BE OF STEEL 12. BEFORE TEMPORARY OR ;NEWLY CONSTRUCTED STORMWATER CONVEYANCE ( OR CLOSER A5 MIGHT BE NECESSARY, MATERIAL MANUFACTURED BY REPUTABLE MANUFACTURING PRACTICES, FREE OF CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ENT I A A T T Y iTUMINOUS MATERIAL5. D S GOW NG OR RE 5 NO PROTEG EO B B M RIA 5. ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING 5HALL BE B. BA5E- 4.) ALUMINUM PIPE $HALL BE MANUFACTURED BY REPUTABLE MANUFACTURING INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING r (1) 'DENSITY 'TESTS SHALL ISE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET PRACTICES, FREE OF DENTS AND GOUGING, ALUMINUM PiPING MAY REQUIRE CHANNEL, OR CLOSER AS MIGHT BE NECESSARY. ARCHING FOR LOAD BEARING AREAS AS DETERMINED BY DESIGN ENGINEER AND .' LO NiN A THE GAL COVER G GENGY 13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS A AEI. TESTING SHALL BE TAKEN `IN A STAGGERED SAMPLING PATTERN FROM A POINT i - 1/2 5HALL BE TAKEN TO MINIMIZE ENCKOAC.HiMENT, CONTROL SEDIMENT INCHES INSIDE THE LEFT EDGE, TO THE CENTER,' A POINT 12 INCHES INSIDE THE RIGHT 5.) ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC,. TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT EDGE OF THE ITEM _.TE5TF_D.. POSSIBLE DURING CONSTRUCTION. . NONEKODIBLE MATERIAL SHALL BE ,: 6.1 SAFETY BARS SHALL BE PLACED ON PIPE AND MITERED ENO SECTIONS WHERE USED FOR THE CONSTRUCTION OF, CAUSEWAYS AND COFFERDAMS. ' IF ANY TEST iNOICATES THAT THE WORK- DOES NOT MEET THE ' SPEGIFIGATIONS, THE DETERMINED NECES5ARY. EARTHEN FILL MAY BE .USED FOR .THESE STRUCTURES IF ARMORED BY SUBSTANDARD `SHALL- M REWORKED OK GORRECTED AND RETESTED, AT THE ( ONTRACTOR'S NONERODIBLE COVER MATERIAL5. :AREA EXPENSE,- UNTIL THE PROVISIONS OF THE5E 5PEGIFICATION5 ARE MET. 7. OUTFALL ENO RUN TO DITCHES 5HALL HAVE A MITERED END SECTION WITH , SAFETY BARS TO MATCH EXISTING DITGH BANK SLOPE WITH APPROPRIATE 14. WHEN A LIVE WATERCOURSE MU5T BE CK055ED BY. CONSTRUCTION f ALL PASSING TESTS' SHALL DE PAID FOR BY THE OWNER ALL` FAILING TESTS SHALL BE GONTKOL MEASURES. VEHICLE5, A TEMPORARY 5TREAM GR0551NG GON5TKUCTED OF PAiD FOR. 1:5Y THE, CONTRACTOR. � ,_ ; ;, PAID _ .• ,..:,. B.) DRAINAGE STRUGTURES� NONEROOIBLE MATERIAL 5HALL BE PROVIDED. !' < C.L EAN - UP ' 1 ) A OETERM I D 1 ALL DRAINAGE STRUCTURES SHALL MEET SPEGIFIG PLANNED USE AS NR t5 HE BED AND BANKS OF A WATERCOURSE 5HALL STABILIZED T B S THE ""CONTRACTOR MUST PROVIDE: GLEAN -UP. OF EXCESS CONSTRUCTION MATERIAL UPON BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. IMMEDIATELYA T WA GO COMPLETED. AFTER WORK IN HE TER SE GOMPLETION OF zTHiE PROJECT. ; SITE MUST BE LEFT iN A NEAT, CLEAN, GRADED I ,THE GONDITiON. 2.1 ALL GATGH BA5lD, INLETS OK MANHOLE 5TRUC.TURE5 5HALL BE OF PREGA5T 16. PERIODIC, INSPECTION AND MAINTENANCE OF ALL 5EDIMENT CONTROL REINFORCED TYPE UNLE55 OTHERWI5E APPROVED. 5TKUGTURE5 MU5T BE PROVIDED TO ENSURE INTENDED PURPOSE 15 DRAINAGE 5PEGIFIGATION5 ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE 3a A LL STRUCTURES 5HALL MEET OR EXCEED THE STANDARD SPEGIFIGATIONtS AS CONTINUALLY RESPONSIBLE FOR ALL 5EDIMENT LEAVING THE PROPERTY. STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH 5EGTION DE5I6NATED BY THE AMEKIGAN 50GIETY OF TESTING AND MATERIALS (A5TM G- 5EDIMENT CONTROL MEASURES SHALL BE IN ;WORKING CONDITION AT THE . ; 425 OF. •THE STANDARD SPEGlFIGAT101 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, 478} 4000 PSI CONCRETE. ENO OF EACH WORKING DAY, CONCRETE 5HALL ;HAVE A MINIMUM 25-DAY STRENGTH OF 3000 'PSI. 4.) ALL STRUCTURES SHALL BE FREE OF DEFECTS .5UGH AS CRACKING, HONEY t7. UNDERGROUND UTILITY LiNI55 SHALL BE DON AGGORdPPL , "40,000 GOMB5 AND EXP05ED 5TEEL REINFORCING iNCLUD►NC, BLEED THROUGH. :INSTALLED I WITH THE FOLLOWING STANDARDS IN :ADDITION TO OTHER APPLICABLE ALL REINFORCING STEEL. TO BE A5TM -A-615=T2. GRADE 40, FYP • P51, AND SHALL BE HANDLED :AND PLACED IN ACCORDANCE WITH KA : 40, , 5.) 5HOP DRAWINGS SHALL BE 5UBMITTED BEFORE ORDERING MATERIAL FOR CRITERIA HALL BE BETWEEN THE ESIGN ENGINEER PLANNED PROJECT. CORRESPONDING 5 D PRECAST"' CONCRETE MANN10LE5 ANID:STORM`1NLET5 MAY BE USED UPON THE ENGINEER'S AND THE LOCAL GOVERNING AGENCY, B OPENED AT 'A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY E EN ` APPROVAL . OF; THE ; MANUFACTURER'S SHOP DRAWINGS... 'i ONE T I ME. •. �.. - G.1 OUTFACE SPEGIFIGATEONS SEWER GONSTRUGTION SHAIJ.. �E IN ACCORDANCE WITH SECTION 430 AND RELATED ALL DC � ' B. EXCAVATED MATERIAL -5HALL bE PLACED ON THE UPHILL SIDE OF :STORM SECTIONS OF THE, STANDARD SHOF FLORIDA DEPARTMENT OF 1) OUTFACE STRUCTURES 5HALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVIGE5, TRENCHES. ,THE TRADPORTATION. WEEP HOLES AND DRAW DOWN SYSTEMS A5 DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. Cl. EFFLUENT FROM DEWATEKING OPERATION5 5HALL BE FILTERED OR CONCRETE + 2.) HARDWARE TO ATTACH DEVIGE5 TO OUTFALL STRUCTURES 5HALL BE STAINLESS PASSED THROUGH AN APPROVED SEDIMENT .TRAPPING DEVICE, OR UNLESS OTHERWISE `SPECIFIED OR 1NDiGATED, ALL GONGRETE SHALL HAVE A MINIMUM STEEL MATERIAL. BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.. COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI:' ALL WORK SHALL COMPLY WITH THE CURRENT, EDITION OF THE AMERICAN CONCRETE INSTITUTE (AGI) BUILDING CODE AND THE D.) MANHOLE GONERS + GRATES D. RESTABILIZATION SHALL BE AGGOMPLISHED .;IN ACCORDANCE WITH APPLiCABLE BUILDING CODES' HAVING JURISOfGTION iN THE AREA: i.) MANHOLE FRAMES, GONERS AND GRATES SHALL MEET SPEGIFIG PLANNED USE A5 THESE REGULATIONS. j I' • CULVERT PIPES DETERMINED BY DE516N ENGINEER AND THE LOCAL GOVERNING AGENCY.' IROUTE5 18. WHERE CONSTRUCTION VEHICLE ACCESS INTERSECT PAVED CONCRETE PIPE SHALL BE IN ACCORDANCE WITH '5EGTION 941 OFTHE REINF ORGED GON T!r iR.GP a 2.) MANHOLE FRAMES AND GOVEK5 5HALL BE OF CA5T IRON MATERIAL5, FREE FROM PUBLIC. ROADS, PROV1510N5 5HALL BE MADE TO MINIMIZE THE STANDARD SPEGIFIGATtONS. J CRACKS, HOLE5 OR GOLD 5HUT5. FKAME5 AND GOVEK5 SHALL CONFORM TO A TRANSPORT OF 5EDIMENT BY TKAGKIN6 THE PAVED SURFACE, F 260 R EpU G US 1 SE IE5 OR EQUIVALENT WITH OVERS MIN STAt�ARD OF ,ONTO WHERE 5EDIMENT 15 TRANSPORTED ONTO A PUBLIC, ROAD SURFACE WITH PRECAST LIMITS j p TATING STORM SEWER. GURB5 AND GUTTEK5, THE ROAD 5HALL BE GLEANED THOROU&HiLY AT THE WITH THE ALL -STORM INLETS SHALL BE PRECAST' REINFORCED GONGRETE IN ACCORDANCE T 3.) FRAMES AND GRATES 5HAL I BE OF CA5T IRON MATERIAL5, FREE FROM CRACKS, END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY 5HOVELiN6 OR SWEEPING AND TRANSPORTED TO A 5EDIMENT CONTROL DETAILS SHOWN HEREIN THE PROJECT DETAILS. TYPE 11 PORTLAND DEMENT SHALL BE USED HOLES AND GOLD SHUTS:' FRAMES AND GRATES SHALL CONFORM TO A MINIMUM DISPOSAL AREA. STREET WASHING 5HALL BE ALLOWED ONLY AFTER -IN THE CONCRETE MIX. CONCRETE _SHALL HAVE A MINIMUM COMPRESSIVE 5TREN&TH AT 25 STANDARD OF U5F 4160-6210 OK EQUIVALENT. SEDIMENT 15 REMOVED IN TH15 MANNER. THI5 PKOV151ON SHALL DAYS,, OF '4000 PSI.- T Y WHERE PRAGT(GA LE AS 4.) THROAT INLET 5HALL BE USED EXCLU5IVEL Q APPI Y TO INDIVIDUAL SUBDIVISION .LOTS -AS .WELL A5 TO LARGER RECORD `DRAWINGS DETERMINED BY THEDESIGN ENGINEER ANO THE LOCAL GOVERNING AGENCY.. LAND -DISTRIBUTING ACTIVITIES. r, -CONTRACTOR SHALL KEEP: AND MAINTAIN 'REGORdDRAWINGS ON THE PROJECT SITE AT ALL 5.1 3' (FOOT) TRADITION 5HALL BY .UTILIZED FROM TOP INLET TO BACK OF 1°I, ALL TEMPORARY EROSION AND 5EDIMENT. CONTROL MEASURES SHALL BE TIMES WHICH SHALL BE ANNOTATED -BY THE CONTRACTOR DEPICTING ANY GHANGE5 MADE IN CURB5. REMOVED WITHIN 30 DAYS AFTER FINAL 517E 5TABILiZATION OR AFTER THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL IrHD DIFFER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN .THE OPINION OF INCLUDE, BUT TO, INVERT AND TOP ELEVATIONS OFCULVERTSAND INLET THE REVIEWER. DI5TURBED 501L AREA5 RE5ULTIN6 FROM THE STRUCTURES. CONTRACTOR 5HALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO 0151`051TION OF TEMPORARY MEA5UKE5 SHALL BE I PERMANENTLY :. ENGINEER UPON C.C)MPLETION•'OF PROJECT AND, PRIOR_ TO FINAL; INSPECTION AND FINAL �. RETENTION AREA5 STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. PAYMENT. I i' 1.) FIK5T r (INCH) OF RAINFALL SHALL BE CONTAINED ON 51TE A5 A' MINIMUM 20, PROPERTIES AND WATERWAY5 DOWNSTREAM FROM CONSTRUCTION SITE INSPECTION 5TANDAKD. CALCULATIONS FOR RETENTION REQUIRED AND PROVIDED PER SHALL BE PROTECTED FROM 5EDIMENT :DISPOSITION AND EROSION. r STORMWATER MANAGEMENT REPORT. ` MINIMUM GODTRUGTION . INSPECTION GHEGKPOINTS I,. _ ,. 21. PHASED PROJECTS SHOULD BE CLEARED IN ;CONJUNCTION WITH .. < ' `. 2.1 RETENTION ON SiTE SHALL MEET REQUIREMENTS .FOR ` A• 25 YEAR STORM PRE - C,ONSTRU(,T I ON OF EACH PHASE. THE ENGINEER SHALL BE N071FIfA' POST EVENT. : APPROVED PLANS. A. PRIOR TO ANY MAJOR DEVIATION 'FROM THE; `.. 22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE D. ", PRiOR TO: BAGKFILLING ANY PIPE ':TRENCHES, 3.) RETENTION AREAS SHALL BE 50DOED ABOVE THE NORMAL WATER LINE A5 A REQUIREMENTS IN INDEX NO5. lOL 1102 AND 103 OF FDOT ROADWAY STANDARD.` SLOPES OF FACILITIES SHALL NOT EXCEED A 3`1 SLOPE. RETENTION TRAFFIC, N TANDARDS. ; AND T DE5IG 5 COMPLETION OF SUbGRAdE GRADING AND GOMPAGTION. AREAS SHALL BEGONE Ti-E RESPONSIBILITY OF THE OWNER OR LEGAL ENTITY . _ • i F PROPERTIES 23, THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLAD TO THESE ' UPON BEG I N1N I NG , OF SPREADING OF ROCK BASE MATERIAL., '. "` SPECIFIC, CONTROL EK I A COND I T I ON5 EROSION GON GRIT DUE TO 51 TE SP :. ; , , ..: • i ,'_ ., • •, 4.) STORMWATER PONDS SHALL BE ROUGH GRADED PRdOR TO THE PLACEMENT OF ' E. UPON COMPLETION OF .GRADING AND, COMPACTION OF .Tt-iE BASE MATERIAL AND PRIOR PAVEMENT. STRIPPED .AREAS SHALL GRAIN TOWARD PONDS FOR SEDIMENT CONTROL. , . TO PRIMING, .. , i ... •: :.; F. • tMMt�IATELY PRIOR TO UPON' APPLICATION OF A.G.S.G. , : GENERAL NO TES, .1I _ - • . , . ,, • . G. ' UPON • GOMPi_ET ION OF CONSTRUCT ION. ' I • ' • , . • •• REQUIRED ABOVE MENTIONED A 24 HOUR NOTICE $Y CONTRACTOR FOR IDPEGTIOD FOR THE _ . ' �I I A F GILITIES SHALL BE GIVEN. < i II • I I j i I GENERAL NOTES • - 1. CONTRACTOR 15 RESPONSIBLE FOR GHEGKiNG' ACTUAL 517E CONDITIONS BEFORE .,STARTING CONSTRUCTION. 2. ANY D15CREPANC,IE5 ON ORAWIN65 SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK', 3. GONTKAGTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORK I ' 4. CONTRACTOR SHALL BE RESPONSIBLE LOCATION OF ILL EXISTING ;FOR UT f L i T IES, THE GONITRAGTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST. 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. , 5. NO F I ELO GHAN&E5 OR DEVIATIONS FROM DE51 GN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. I � � 6. ALL CONSTRUCTION 5HALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE GiTY OF SEBASTIAN, FLORIDA. 7, SURVEY PLAT INFORMATION PREPARED BY JAMES A. FOWLER,( LAND SURVEYING COMPANY, DATED 11/96. � O 6. REFER TO 501L5 REPORT PREPARED BY KSM ENGINEERING (AND TESTING, 1 _j IN(,,, DATED 9/26/94 FOR EXI5TIN6 501L CONDITIONS. 0) rn J Qf 9. GONTKAGTOK 5HALL SUPPLY DENSITY TE5T5 TO ENGINEER SON ALL SUB -GRADE AND BASE. TESTS 5HALL BE ,PREPARED PER' ASHTO T -180 METHOD. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO. EXISTING GRADE AT PROPERTY LINE. 11. ENGINEER 5HALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. �I cD rn rn '- Z (n U O ,J W = U) 0 12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH V M.U.T.G.D. STANDARDS. Z 13. ALL CONSTRUCT I ON 5HALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", DATED 1994. W 14. IF DEWATEKING 15 REQUIRED FOR CONSTRUCTION, THE GONTKAGTOK 0 SHALL GONTAGT 5.J.K.W.M.D. AND OBTAIN ANY REQUIRED DEWATERlNG PERMITS. DISCHARGE FROM OEWATERiN6 OPERATION SHALL BE SUBJECTED Q N M TO SETTLING, SCREENING, FILTRATION. AND/OR ANY MEASURES REQUIRED TO PREVENT THE DISCHARGE OF TURBID WATER. U G IZ (SHALL 0 2 iA 15. ALL DISTURBED AREAS WITHIN THE ROAD RIGHT OF WAY BE REGRADED = O AND STABILIZED WITH SOD. � � s W � � _ 0,0 E48HOURS BEFORE DIGGING CALL TOLL FREE 800-432-4770 L.E. UNDERGROUND UTILITIES NOTIFCATiON CENTER R4AVALL LEE MOSSY, FL PE Q $ W Z X u � m Noa� 04 a °C m cO G .. .r 11UUJt_IVtI,R J- - .. - nornn�, ourNr"11 - - , ,;..�:,�., .,�.r,a,� - - .. - - - - - 2, S ,. , 1I, � ��I �**iI'� I .. I , "*,�� . -. � �.�1�..�""I,,� :?..�: II :�; .� ... � -:I. r�. . �� *' � - 1� .�I � .I1�- I� I I� , , 1'*II % . �� .1�.,..� .1�� .�1�1 1 w�� I � � � 1 ��j.�, V. , �;I. :� �I� � �. I_�� ., -, 1 r.., �-� � .� � �,� -� � �,� �� 1. ,�I � ",�. ��., 1. I�� 1�� I �I ,�..� � ;� 1. � �� 1I1 II1` I��., .. �I I �. . I_ . 1"II� I.�� . .. . 1� z -�- .� , .,1��.�I1 � �I .I'� � .TI. I. � I �I�� : 1'� I�.I, �."�� 1, � -��.. ..I-�.� .1 �I � . - - '�� I " �- �� I. . � , �I '1'I .I.":, I"-��. � 1.I 1. II.� 1, . �II :1� . I .1 �1..I. ' ��4, I 1�,;I�-I C , -. . I.1.�..I .IIII,� I..I I �. 1II I 'I 1� I .1 I1I. " ,�1I� � .I1�,III II 1I. ��1I , �I II ��11 , � I , I. " .I I� � ,1. 1�I ....j I . . . �'I -I.I I1II I I . I �1:,I I , �I II1 I.11� II I II, I.I I.I� , .. 1I ,.� '1I1 '� 1� ..%. .I��% 1: I .I� II.. , I �I I..1I1 ...�..,. ,I. I ... I�.. I 1 ,,'.I .� ,I I.: .% I�.,. '�,III..I .� �� II. . . I-.: I.1.� ,- I ,1..1II .,. , .I.I , -I, . III. I11 .��, I,�,.1I. .,.1 .:- I II..- ' ..I � -�II-._ .1.�. �,11. . "�I1.. .I , '".. .1II1. 11 1. � .l�.I% .1.; . II 11 �� ,. �IIl� " I I�..:LII:-� .I , . - I II ,- �III1...,,1I1;:.11 ��11 I . I,I IM.1,,-,. r,:- C� .1,.',I:1 ..1 I1 :� . ��I,� " I, :.,".�II'I I Il- IR-.. ....� .I l- �-""11I '..�,I, 1l�- 1:-7I ,,I10,I�. E� II I�i1':�I, I:I.'..I i , -I.-"1.� a' , l ., -Iw ;4 8 PT .� ,-. -=. .".1` ')-.I... iI II P1,. -.Z, - .* K�.a. .�. .. *.. % ---.-, ;_.-. I. I .: . .I . .%.... .�... ... ?. . 1iI1mi111I,:;..1.I.:..!iI1I;..�.-.iI' II . .:SERVICE LATERAL "... CURB STOPS Y :!i CH 40 G. . OL Y. R. . L 'T' 0 'WYE' CT , :,.• ...... .. , . ONG (MIN) OR SWING „ a .., JOINT ❑R APPROVED 36' SQ E 2' ME . 24.SOUARE , METER BOX . .. E GAUGE (METER NOT SHOWN) , EQUAL BY IRCDUS LOCKING PRESSOR P. I TYPE K COP R r' (SEE NOTE 7) CURB STOP SERVICE LATER L APPROVED METER BOXES . •: .. . ,. D,A SHALL BE 'CDR SYSTEMS o`�p .D , . , , ,...•. i • x /4 M ) _ CT CC❑MMODATE I.� .: . , , I , .., .. 1 , 1i4 , CORP.` PQLYMER CQNCRETE R . .. .. 5/B 3 ETER '.. •� w .. FIBERGLASS ' '• li . . :.: 3s� .. P STING GRADE 18' MA P . 'bo :. , • •• •C N 4• , .... ST FINISH GRADE • • ❑ ::. • N ,. A, . - .� ; ;� V. � � . • TI EXI • CON( M,JG.V,MIN _n ..:. y oX i { . z ' OP .. R I. • ONE (�1) TE . BRASS `COMPRESSION A CDNTIN, S DLEi ❑ _ NCH O F� RD P D 2 SERVICE WYE BRA C •=� LIMEROCK SLIDE TYPE AD 2 CORP, STOP , . (Y VALVE BOX IN LINE ' DUAL'. 2R BRASS LOCKING CURB CHECK,BY IRCUD ..: > BASE STOP CF❑RD OR,MUELLER) PLAN VIEW ow SLIDE TYPE , WITH INTEGRAL • VALVE BOX I • z IN LINE DUAL' TYPE I TYPE I I li TIE-IN VALVE TO BE CLOSED AND LOCKED METER COUPLING ' I EXISTING ATE I . CENTER OPENING ' • LONG S RVICE CHECK BY ; li - I W R MAN OVER METER(S) IRCDUS POLYETHYLENE r • CAST IRON STAY -PUT COVER r1 SHORT METERS CVISQUEEN SECTION V MIN. STAINLESS STEEL SERVICE RAISED LETTERS MARKED r CUSTOMERS METER < NOTE 6> OR EQUIVALENT) 'WATER' AS APPLICABLE . I. .:. .. # PIPING .. BOX ¢ RVICESSADDLE FITTINGS OR DO SEE c: . (BY OTHERS)' (SEE NOTE s i Z o: :. SE AS REQ'D. 'SAN. SEWER' 'AS APPLICABLE I ao i > WATER MAIN 24' MAX. NCITES ` & C3 ND 3) NOTES Ir �_ U i 111. TIE IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY 4' MIN. GRAVEL ' •; . ' • '.. , 1. SUCCESSIVE TAP INTO THE WATER MAIN SHALL BE CENTER (MIN.. ...w.-. ••. * •-* i . AND IN THE PRESENCE OF THE ENGINEER OF RECORD. .S E 18' S ) I OR CRUSHED ROCK .•.* .'.�; '..•+ . . 1.2. LINES TO BE FLUSHED SHALL BE GREATER THAN 6' IN DIAMETER, • 2. SHORT SERVICES REQUIRE IS' MIN. COVERT LONG SERVICES REQUIRE r. . y 24' MINIMUM COVER. . 1 II{ I! w . ;. I CRESS S EC T I ❑ N 3. MINIMUM SERVICE SIZE NOT LESS THAN I-, DUAL SERVICES SHALL BE > I I. A MINIMUM 1-1/2' AND TRIPLE SERVICES SHALL BE A MINIMUM 2'. a , , ` NOTES QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. TYPE I TYPE II • ' 4. 1' & 1-1/2' LONG SERVICES REQUIRE A 2' MIN. I.D. CASING PIPE. 2' z LONG SERVICES REQUIRE A 3' MIN. LII. CASING PIPE. CASING PIPE PR❑VIDE EXTENSION 11 ° 1. METERS OVER 2' MUST BE APPROVED BY UTILITY AND INSTALLED AS SHOWN , BY CONTRACTOR. SHALL BE SCH 40 P.V.C. 'r°, NOTES '' 5. METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY ' . 2. ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED 1, A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS ` BY INDIAN RIVER COUNTY UTILITY DEPARTMENT. - HERSEY, MASTER OR AS APPROVED BY I.R.CD. DEPT. of UTILITY SERVICES I BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN ` AND SUPPLIED BY APPLCANT. METERS 2 INCHES AND SMALLER SHALL BE 4 1 . 3, , MINIMUM SIZE OF METER BOXES, 1' SERVICE . <12' X 20'>1 1-1/2' AND SUPPLIED BY IRCDUS. IMPROVEMENTS . ' 2' SERVICE (17'.X,28'). 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR 2, THE TEMPOARY JUMPER DETAIL CW-12A) IS T❑ BE USED FDR FILLING ANY t!' 4, 5/8' -3/4' METERS SHALL BE HERSEY TURBINE, MASTER 'METER, AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING NEW WATER MAINS OF ANY SIZE FROM THE EXISTING ACTIVE WATER MAINS • DR APPROVED EQUAL WITH 5/8' RUBBER METER WASHERS. POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING AND FOR FLUSHING OF NEW MAINS UP T❑ 6' IN DIAMETER (2.5 FPS MINIMUM ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS, VELOCITY) AND PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER 5, 1' - 2' METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. 7, CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED, MAIN DF ANY SIZE. t• ! 3, THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER THE FILLING, It-.1.. : I. 1..... o ..I . , .."I-l.. ..1. . .. '' I FLUSHING, TESTING AND DISINFECTION ❑F THE NEW WATER MAIN NAS BEEN I '. I'.1�I1II 1-. 1 'II'.11I. PIt. I;II. ;'I.1II:'I 1I. 1I:%�I.1II .o z I.: .1 ..1O.. I 11_ z II,II� ,:Il 1,,I.,- " I , �'1R�.,II �1,,�-1111I',��-1III , .;I,1,I .1.�I _. �_ ,.1�.�..1_,I . ; q, I_% 1'� 1I I�. � ; o ' SUCCESSFULLY COMPLETED AND CLEARANCE FDR USE HAS BEEN RECEIVED I�I E::. ;.�. Ilz I I,'%I�: �I 1q1� l.1;_`1I. ,,. , �l,%!_..I I1_ - I'�,w,, -. .*I., .I l � I ' .I. I I I�. ! .I I I�:IE I I . % II�.. . "�III 1. �.",I1,IV.I , , '.I" ..,.:�1 .'1'I �I I�� IS.. , ;,1...-1I�1.-, � I 1.1: I1I_1 _d1U. �%-I .I C1,I3*1 1.._�1I�1.I,I .,IPII"1II1:II , 1I �I,, . II. -I ),I.f% .Ir�;1. : I. :I .. , II PI.I �,,..I .� _,..11, I�1:�I.., .II. I" . .� "- .'�.OII I -I I..�- 1I ..., I.'�." ,,1III ,� -. I-" .� .II II I , 'R1.- .,..,I1lI I, .I lII...II'�-'.. �. -. U'II' . . .l� " .- -..,"I �.1, -." .III III� 1 l .�-..�I j. '' METER B E X VALVE AND B E X FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION CFDEP) AND ANY .,:,0,� .. 1.I %I .w, 1 ..,.. .:,;, I ..I;I. �..... �,...I.1 .,,. .I-�0 '.III.. I%I 1.�I I I I, - 1I. I,I - 11I.I ..1-. .II'� I�II-1I .-.� 'II I1 . .FI�I , I . . . .I I�I: ..�i. i'II I . '.E. . 1.IIII�II 0. .. .1I ..1., IaI, I %.v (1 WATER SERVICE OTHER PERTINENT AGENCIES HAS BEEN RECIEVED. ADEQUATE THRUST BLOCKING I;_.l -I. ,I I,b:11. II 1� , .!II,� S".I �_,-` *' II 1I - ��, �I I , ,,_I�1I z�I.I.II _II 1I 1.1':,..IS1� . -.I .I1I,1II.1II ',, 1I�I I 11 III �..1�,! I�1:!1, �I"I II ,I, 1, II� I :I 1�, , . � .IC . .I1, 1 ,: -., .II,1:.II - T1.1I.II. •.. AND/OR RESTRAINTS SHALL BE PR❑VIDEO TEMPORARILY, AS REQUIRED, i . 4, PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING 2'-0' VARIES 21-0' PIPE SHALL BE DISINFECTED PRIOR T� INSTALLATION IN ACCORDANCE WITH 0 r AWWA C651, 1992 EDITION, THE TAPP NG SLEEVE AND THE EXTERIOR ❑F THE o MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER ® ® SECTION TW❑ OF AWWA C651-92, 2' W.M. FLOW ---� DOUBLE DETECTOR CHECK VALVE S, THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM .o VICTAULIC (WITHOUT BUILDING SPRINKLER) 24' X 24' X 6' THICK CONCRETE PAD AT PRESSURE ;OF 20 PSI IN THE NEW MAINS CONTINUOUSLY AFTER DISINFECTION COUPLING EACH VALVE BOX WITH (1) - NO, 3 0 2' REDUCED PRESSURE % AND UNTIL'FDEP CLEARANCE LETTER IS OBTAINED, ` BACKFLDW PREVENTER PLAN I CU ` CONTINUOUS, (SHALL BE 36' X 36' IF . ' LOCATED IN TRAFFIC WAY,) WITH GATE VALVES is 6, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE ' : 2' W.M. _ ® 6 ® , - DOUBLE CHECK BACKFLDW PREVENTION DEVICE IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION AND PROVIDE DOCUMENTATION THAT THE DOUBLE 00 CHECK BACKFLDW PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ;a ONE YEAR FROM INSTALLATION BY A QUALIFIED BACKFLDW TECHNICIAN AS APPROVED �I' CHECK BY INDIAN RIVER COUNTY'S UTILITY ENGINEER, , 1' GLOBE VALVE . VALVE , 2' UNION I BY PASS METER 7. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 6' IN DIA„ THE . DETECTOR BYPASS TIE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED I POSITION BY THE UTILITY COMPANY. THE TIE IN VALVE SHALL REMAIN 3 -0' CLDSED & LOCKED UNTILL THE NEW SYSTEM HAS BEEN CLEARED FOR USE ! CUSTOMER PLAN BY FDEP AND ALL OTHER PERTINENT AGENCIES. PIPING n2212W.M.�01/ . R -LE_N � FINISH UTILITY PIPING TO DETECTOR CHECK YALYE AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. ! GRADE PROPERTY LINE (WITHOUT BUILDING'SPRINKLER) THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2' BRASS STOPS. �� GATE VALVE 9, ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND I ELEVATION 0, S. & Y. GATE W/ INDICATOR ASSOCIATED BACKFLDW PREVENTION DEVICE, FITTINGS VALVES, ETC, , SHALL BE • VALVE THE RESPONSIBILITY OF THE CONTRACTOR, ' NOTES 90' BEND 10. IF THE WATER MAIN TO BE FLUSHED IS LARGER THAN 6' DIAMETER OR SUCH TIE RODS (TYP) 1, ALL HOSPITALS, SCHOOLS, COMMERICAL INDUSTRIAL, AND OTHER (TYP) LENGTH THAT A FULL•PIPE FLUSH AT THE 2.5 FPS VELOCITY CANNOT BE ` INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK 41 ACCOMPLISHED, THE FOLLOWING PROCEDURE SHALL BE UTILIZED, BACKFLOW PREVENTER AS DETERMINED BY UTILITY. - w r 18' MINIMUM DISTANCE ::2%i`. Q A) INSTALL PRESSURE GAUGES AS INDICATED ON DETAIL CW-12A) 2, LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL ',. � . ':•;.;• •,': •' „•__�.; •:• ••«..i • B) ❑PEN ALL DOWNSTREAM VALVES IN THE NEW SYSTEM PRIOR TD FLUSH i ;` .c ` - `''1' '- "'"T'''� �' C> FLUSH NEW WATER MAIN THRU TIE-IN VALVE MAINTAINING A lOt PSI DOUBLE CHECK VALVE ASSEMBLIES BACKFLOW PREVENTION DEVICE. :' <=`•''..:1. _ :.• :. HIGH HAZZARD `APPLICATIONS SHALL BE REQUIRED T❑ INSTALL REDUCED N D T E S PRESSURE DIFFERENTIAL BETWEEN GAUGES DURING FLUSH , PRESSURE BACKFLDW PREVENTION DEVICE AS DETERMINED BY UTILITY. CONCRETE SUPPORTS D) TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL, IN THE 11.1 (OR APPROVED BY W.M•U,D) PRESENCE ❑F THE ENGINEER ❑F RECORD TO INSURE THAT THE REQUIRED 3. APPROVED EQUALS 'HAVING FULL UL,'USC, ASSE, AND AWWA MAY PRESSURE DIFFERENTIAL IS MAINTAINED. BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE UTILITY. 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER SECTION AND YELLOW FOR FORCE MAINS, I 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE NOTES WATER MAIN �I COPPERTORYD I P ASPAPPROVED BYY UTILITY ALL BE BRASS, 1 . ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING . Y. II . T E M P R A R Y JUMPER D E T A I L SPRINKLERS MUST HAVE HERSEY MODEL D.D.C, II L/A PATTERN ! !. 5. BELOW` GROUND` INSTALLATION IN A VAULT MAY BE CONSIDERED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THEIR I ` FOR APPRDVAL•IF FINISHED GRADE OF BOTTOM OF VAULT IS AT OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN VALVE BOX PAD ! .;} . LEAST F-0' ABOVE THE HIGH WATER LEVEL. ACCORDANCE WITH THE STATE FIRE MARSHALL COIIE, THE W.M.U.D. .. 6, PIPING 2-1/2' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. AND SHALL BE MOUNTED ABOVE GROUND, 1} i 7. APPROVED DEVICES ARE HERSEY, COMBRAC❑ AND FEBCO. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY THE DEPT. OF UTILITY SERVICES FDR EACH INDIVIDUAL PROJECT, . ! C2> 3/4' GALV, FOUR HYDRANT GUARDS D U B L E- D E T E C T E R TIE RODS AS REQ'D, BY W,M,U,D. p p CHECK VALVE ASSEMBLY SLOPEDASTREQ D• SEE NOTE I(BELOW) 907 BACKFLDW PREVENTEi� ' GRADE SEE NOTE 3 I. ` (BELOW) 45? i >: EXISTING TRENCH WIDTH 'W' + 4' MIN. ` - GRADE ROADWAY GRADE <SWALE> BASE �: SURFACE RESTORATION a `' �,. MECHANICALLY 6' DETECTION TAPE r, QGATE VALVE �P1. CONCRETE PAD '• Z •` MIN. SEE NOTE W . 30' SO. X 4' MIN. ' . is ,i•i, .�!�.. .0. ' SAW EXISTING P VEMENT Q 6' MAX. LAYERS FIRE HYDRANT TEE THICKW/ (1) �.. •1..• • , .11 ..� 2' u No. 3c8 CONT, MAINTAIN TRENCH OR OTHER APPROVED VARIES ° MIN. METHOD TO ACHIEVE 2' LOCKING ••~.• / / / / / / / / / / / / / / / / i WIDTH 2'-O' ABOVE 95% COMPACTION , CURB STOP I ' • / / / / / / / / / / / / / / / / • .. TOP OF PIPE SEE NOTE 4 ' WATER MAIN PLAN VIEW W/ P,V.Cc PLUG z APPROVED //////r ///// /// w COMPRESSION METER B❑X / / / / / / / / / / / > CONCRETE THRUST FITTINGS f • 12' MIN. I.D. / / / / / / / / / / / / o U BLOCK PUMPER NOZZLE • . • ' •'!./ / / / / / / / / / REPLACEMENT FACING ROADWAY 2 CORPORATION STOP s • LIMEROCK BASE w ..VALVE BOX , 1 CF. 3/4 SEE NOTE 6 i ACCESS . • GRAVEL OR IN 3 LIFTS AT . • CRUSHED ROCK 6' MAX, LAYERS OR 98% v MAXIMUM WATER LEVEL 4' MAX• GRADE RESTRAINED PLUG (M.J) • • • ' ALLOWABLE DURING LAYERS ' • - • ' OTHER APPRD o • 1 e , . e N Cl)CONSTRUCTION • .:. • . , • '• • ' AT 95% ij DIRECT 2' POLYETHYLENE METHOD TO ACHIEVE .. • .: •> ,a - >_ ., CONNECTION I `0 z • . 95% COMPACTI . MAX. WATER LEVEL > (ANCHOR TYPE) f / 12' PIPE 12' „ . ;o N 4' MAX. Tom: ��j ALLOWABLE DURING 3/4' DIA, BEDDING ROCK D• (' (' 6' G.V. ' ;- O U ED LAYERS .. �� CONSTRUCTION R PEA ROCK WHERE NDISTURB IPE , i.� AT 95% . i'.:.. CONDITIONS REQ'D, TRENCH W DTH SOIL 6' P �'- HORIZONTAL DISTANCE' ...i.., i. �� W - . 3 .... . EQUAL TO .DEPTH OF COVER i , !.!!.!. : S. 30' IN. 3/4 DIA. BEDDING ROCK 12' PIPE 12' NOTES 1.5 CU. FT, •. �•� �• • - OR PEA ROCK WHERE UNDISTURBED SOIL CONCRETE ..A. � I �./, i.i i�.)fii.,i : - ,yap .: •iV..;:i. ,i•i. , NDI NS RE RE 1. ASS WN ABOVE, . \.... CD TIO QUI O D WHERE SOIL CONDITIONS CANNOT BE MAINTAINED HO �. ,•!• •,,�• •, �• •,,�� TRENCH WIDTH PROVIDE APPROVED METHOD OF CONSTRUCTION, CONCRETE THRUST . i�,�� ,:i- . ' i. ,• •i: ,,�i i 6' (MIN,) '+•!' '/•'' -�•!' - .',i:!' '� ��✓� 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. it WATER MAIN BLOCK UNDISTURBED . NOTES 3, COMPACTION PERCENTAGES SHOWN REFER TO A.A:S,H,T.O, T-180, j C R S S S E C T I O N I :NOTES . - ;�•.�;�• �• • :�•o`:�• • L WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, 4, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, ; , `•�D ` �' V,. '` ` �• -` PROVIDE APPROVED METHOD OF CONSTRUCTION. 1. HYDRANT GUARDS TO BE 4 DIAMETER GALVANIZED STEEL OR DUCTILE IRON POURED i ` `:�° 5. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0', I . PIPE FILLED w/ CONCRETE, GUARDS TO BE PAINTED SAME AS HYDRANT. .. TO UNDISTURBED ., �:. . . ♦ . ♦ PRESSURE -TREATED SpD, d.. `: .:''-':�� PLYWOOD 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 2. OF THE PUMPER CONNECTION SHALL BE 18' MIN, ABOVE THE NOTES . `' •� . � 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING T❑ BE INSTALLED `t k, ,I. `x`N ��.%.. 3, NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH .EXISTING OVER MAIN. TAPE TO BE MARKED- 'CAUTION, WATER LINE BELOW' OR QF THE NEAREST ROADWAY OR FINISH GRADE, 1. COAT ALL EXPOSED THREADS ' I . .• .�.,.. AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-V2' MIN, THKJ 'CAUTION, FORCE MAIN BELOW'. 3. OAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY C2 COATS MIND WITH COAL TAR ENAMEL BEFORE'BACKFILL. . •*,,•. i ' 4. `ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- . 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A,S,H.T.D. T-180. .. DARLING B-84-B,MUELLER A423 OR CLOW MEDALLION F2545. , l''. '7I'I I .I , I .-:I�.�. 1,, 1, .II . I I 2, THRUST BLOCK'HEIGHT EQUAL .TO PIPE DIAMETER. REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL . ; I . . :.:. �.! ,..m:: � :- ' M F R TRAININ HYDRANT MAY F R QUIRED 5, ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER 5. ALTERNATE ETHOD 0 ES G BE USED I 3. BLOW OFF TO BE OCATED AT ALL DEAD END LINES, AS E COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS, JURISDICTIONAL AGENCY SPECIFICATIONS WHICHEVER IS ORE APPROVED BY WM•U.D. (E.G, TIE RODS) BY LR.C.D.U.S. R N N R 4. ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY'JOHN C. KUPFERLE 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. STET, GE T, 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN FOUNDARY CO ST. LOUIS, MQ MAY ALSO BE USED.I LIEU OF ABOVE, N A AS ,APPROVED BY THE IRCDUS. 7. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0' 1i 5. THRUST BLOCK DIMENSIO S SH LL BE ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED ' •, BY IRCDUS. 8. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED (UNPAVED AREAS) , :. , , i - : OVER MAIN. TAPE TO BE MARKED- 'CAUTION, WATER LINE BELOW' OR ,'. 'i FIRE HYDRANT DETAIL S CAUTION, FORCE MAIN BELOW'. TRENCH D E T ; AIL . : 2p BLOW OFF _ :. . tPAVED AREAS) i l TRENCH DETAIL . �% .. . ,: I .1., 1 �'o�I.�1:, .� . ""..:_,:,I ,I;1-_�,:I'� 1,��:-'��,,,� : I�', �-,- 'I-_ _I "-1_p ,, ., ",- ,'I,L '. -.1% '1.I .l,I--� �. �l , f .. , : n , ; . , t . ,�'1,—�. . ., 1 ..... .. . �... .......� .. .., . - , . . - ,, •. . , . . I1,:.1, _ -I ,�. .. I .. .�,!..,i. �I,. ,. , ... ;'�I '. I .�1".,1.,.,.,:. _., .� 7�..... 1"I1 �..I. _ .,. . , - I % . ,.•. , , i ! it ,, Restrained Length In Feet Each Side of Restrained Length In Feet For Reductr PIK D. I. P. I P. V. C. PIPE MAMETER aND&M W 45' 8 i. 11 w I W 1 43• 1 M 1Q Ill il' MJV£T" O1OfU S. 'r 4r a- iv.i8• 1el' W 1w w S w tT I w Y 10 I eo It I 3' a• • I 0 • 0 e 0 0 0 0 0 . 4• 3T 1Y I 10' Y 5Y I 2Y I 1T I it, I' 40' I O • I 0 I 0 0 - • 1 0 1 0 0 el 53, ", te' 5' eo' 35' to' I ur e• 50' 45' 0 0 1 0 0 0 0 e 0 Ir 6T 37 15' I 10• w 40' w I it it 75, 70' 40' 0 I • I o 0 • 0 I 0 10, w 33' 20' I l0' tiff w fY 1lY eY W70' 40' e 0 0 0 0 0 lif W 40' Wid l30' M r40' 15' ls• 120' 115' tar 77 40' 0 O 0 0 0 1K' f2D' 30' 25' 13' W' ?w CD' 10' 160' 133' 140' 125' 300' 70' 0 0 0 0 w W65' 30 WEW 9Y to' OT 200 19Y 187 1 177 !3a M 7T 0 I 0 0 s4• fe0' 70' 35' to' 210' 90' 45' tY Q4' 160' 133' 15V 140' 133' 120' 90' S0' I 0 0 ad• lw w 40' 20 I rm ms, S0 I 2T I acr 19T rw 103' lw I'M 160 I im fo5 I 70 0 Be* t2o fY 4Y t5 • 0 • 0 ae' 22Y 220 213' 2f0 t05 19Y 100 l30 123 70 42• NY 105' 50' 25' 0 0 0 0 4Y 245' 240' rM' •30' 02Y zw •OT 700' ]53' f05' 4E 060' __ w 30' 0 • 0 0 44r 255' 250' 04T 040' ey5' •90' MT 195' 17Y 125' Restrained lengths for vnlvts, dead ends and branches from tees shall be the sane as for 90• (degree) bends Length of rtstratied Joint for larger dameter pipe THRUST B�❑CK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S.I. TEST PRESSURE 90' 45' 22 1h' 11 1/4' LAT. TEE PLUG INCHEi E MIN, B A A A A A A C D E 4 10' 7' 10, 6' 3' 3' 7' 7' 10, 7' 8' 6 16' 10' 15' 8' 4' 4' 10' 10' 12' 10' 8' 8 20' 14' 18' 10' 5' 10 28' 16' 24' 14' 7' 12 30, 20' F26-716' 8' 8' 20' 20' 18' 20' 720' . . . . I . ... .. ... I., . ... .... I.. . . .. . . .. , .. : . � , . .. I.. L.. !:: I. I., . I.. j a - (V 17 1f to (O in lO I (p rn m J Cr (n -.) � J Or (O rn rn � , 0 W 0 111 Z O Z . .. .. ' i:. , f 2 9 o� .. . i I , U .. {. Z ...I V/ . l W 0 . NOTES � 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST, BLOCK TO UNDISTURBED MATERIAL, 2, ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE, 3, ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC. PRESSURE TREATED LUMBER, 4, BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL, 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 P,S.I. CONCRETE, 6, ALL PIPES GREATER THAN 12' IN DIAMETER SHALL HAVE RESTRAINED JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATIONS. 7, PIPES SMALLER THAN 4' SHALL USE THRUST BLOCKS SIZED FOR 4' PIPES. 90' BEND i�Em�& ir� 45' - 22 i' - 11+ ' BENDS .�: Ir►!•fi�i� .. -- UNDISTURBED7_--I --z-- r, EARTH E TYPICAL SECTION NOTE TEE WITH PLUG. LATERAL 1, POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY W.M.U.D,), • THRUST BLECK DETAILS 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 800 432 4770 U.N.C.L.E. UNDERGROUND UTILITIES - /- j NOTIFICATION CENTER /� 11 F'ES 1.3 1 . R4ADALL LEE user, R #22�s 997 r 0 Q a�00�: C4 N Uvi w= Q C co 0 > 0 z 0n� V/ O h' LL r. coI -_ va <t QZ - x IV)ui o.4 m 04 G Z a 0 1= as . Q 5.-i } m11 co O r 1. :I Q 0 � Of OO Lt_ I I I . 111, . z 0 a cc(D rn � '.. W > v i � . . 1. . .V 5; BOO) . . I , �.; ♦^ W I. . 2 Q H Q m W • - I. �I C5. . of 10. II I ,1.w. I-,, .: � � 1 i 96 505 - .. .. .. 7. a .. _ .. ,- : .. - .. . . . .. . . . . .. ' .. . ... ; '. I . .. ! .. .. . - . . .._ WATER MAINS -.. 9 .. .. . - • DISINFECTING POTABLE WATER PIPELINES j{ EARTHWORK AND BACKFILL POLYVINYL CHLORIDE PIPE . . A. BEFORE BEING PLACED IN SERVICE, ALL POTABLE WATER PIPELINES A. ALL EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE RE YDRANTS FI N SHALL BED INFECTED IN ACCORDANCE WITH .THE LATEST EDITION OF IS i ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, SO AS TO SCOPE I ' ' .. ..: . AWWA C-651, "STANDARD PROCEDURE FOR DISINFECTING WATER MAINS." PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS , J. I PIPE FITTINGS FOR WATER FIRE HYDRANTS SHALL BE TRAFFIC TYPE, 5 1/4: VALVE OPENING AND ? THE LOCATION OF THE CHLORINATION AND SAMPLING POINTS WILL $E CURBS, PARKWAYS AND OTHER PUBLIC PROPERTY DISTURBED IN THE CU THIS SECTION .COVERS POLYVINYL CHLORIDE AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION OR AS SHOWN ON THE DRAWINGS. TAPS FOR CHLORINATION AND SAMPLING Y RESTORED I MAN SATISFACTORY C U WOR BALL BE RES O MAINS. •' • , I j - AMERICAN—DARLING B-84-8. FIRE HYDRANTS SHALL COMPLY WITH THE :. ALL B E UNCOVERED AND BACKFILLED 8Y THE CONTRACTOR, AS .. C LINTY. . .: CURRENT AWWA STANDARD SPECIFICATION C502 FOR FIRE HYDRANTS FOR REQUIRE D• . GENERAL WATER WORKS SERVICE. EACH HYDRANT SHALL HAVE-'6" MECHANICAL JOINT . B: FOUNDATION MATERIAL USED FOR POPE BEDQfNG, FROM A MINIMUM 6 — _ ENDS WITH HARNESSING LUGS ("DOG EARS") AND SHALL OPEN TURNING TO THE B. THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST TO FLUSH .. INCH DISTANCE BELOW THE PIPE INVERT TO THE BOTTOM 12 INCHES POLYVINYL CHLORIDE (P.V.C.) PIPE SHALL BE ALLOWED FOR USE AS POTABLE ,. LEFT COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR ( ALL DIRTY OR DISCOLORED WATER FROM THE LINES, ANO THEN ABOVE THE TOP OF THE PIPE, SHALL BE PER THE MANUFACTURER'S WATER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CO OF THE ;, -, '. 18 CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED INTRODUCE CHLORINE IN APPROVED DOSAGES iN ACCORDANCE WITH •.. REQUIREMENTS. PROJECT. THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE MAY BE WITH TWO 2 J/2" HOSE NOZZLES AND ONE 4 1/2" PUMPER NOZZLE, ALL HAVING TABLE 10-1 THROUGH A TAP AT ONE END, WHILE WATER IS BEING .. REQUIRED DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS ATTACHED I WITHDRAWN AT THE OTHER END OF THE LINE. THE CHLORINE SOLUTIN �; INSTALLATION OF WATERMAtNS SHALL BE IN ACCORDANCE WITH LATEST PERSONNEL IF IT :IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS1. BY CHAINS. OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL, SHA L REMAIN IN THE PIPELINE FOR NO LESS THAN 24 HOURS. IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. CPROCEDURES ' UNSUITABLE FOR THE PARTICULAR APPLICATION. MEASURING 1 1 2" POINT TO FLAT . FIRE HYDRANTS SHALL BE EQUIPPED WITH / ) I ALL INSTALLATION MUST BE IN CONFORMANCE WITH PIPE ' ' " 0—RING" PACKING. FIRE HYDRANT SHALL BE PAINTED FEDERAL SAFETY RED. C, FOLLOWING THE CHLO RINATION PERIOD, ALL TREATED WATER SHALL BE MANUFACTURER'S R COMMENDATIONS. MINIMUM COVER SHALL BE 36 MANU A PIPE MATERIALS .FOR SIZES 4" THROUGH; 12" . J - FLUSHED FROM THE LINES AT THEIR EXTREMRIES AND REPLACED WITHHE INCHES. MAGNETIC I.D.QTAPE SHALL BE PLACED CONTINUOUSLY IN :, :;, `,. A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING BACKFLOW PREVENTERS - .. , ' WATER FROM THE DISTRIBUTION SYSTEM. BACTERIOLOGICAL SAMPLING AND ANALYSIS OF THE REPLACEMENT WATER SHALL THEN BE MADE BY TRENCH OVER PVC PIPE, 12 INCHES BELOW GRADE: ALLOWABLE DEFLECTION OF THE PIPE JOINTS AND CURVATURE 0 PVC PIPE SHALL POTABLE WATER SHALL BE DESIGNED FORA MINIMUM WORKING ALL BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVEGROUND, IN NON— THE ENGINEER IN FULL ACCORDANCE WITH THE AWWA MANUAL C-651.SPECIFICATIONS.F UFA TUR R S NO D MANUFACTURER'S EXCEED THE C PRESSURE OF;150 PSI. - TRAFFIC AREAS ON THE CUSTOMERS SIDE OF THE METER. ABOVEGROUND THE CONTRACTOR WILL BE REQUIRED TO RECHLORINATE, IF NECESSARY . . PIPING SHALL BE DUCTILE IRON. BRASS OR COPPER PIPE MAY BE USED FOR PIPE ' THE LINE SHALL NOT BE PLACED IN SERVICE UNTIL THE REQUIREMENT'S . 1 TRENCH —TRENCH WIDTH SHALL BE KEPT TO A MINIMUM B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST 2" IN DIAMETER OR SMALLER. BACKFLOW PREVENTERS SHALL BE OF REDUCED OF THE STATE AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENT " 1 NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. PRESSURE/DOUBLE CHECK TYPE WITH TWO (2) INDEPENDENTLY OPERATING ARE MET. WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454—A OR CLASS CHECK VALVES, AND SHALL BE DESIGNED TO OPERATE IN A HORIZONTAL FLOW . ; ' SHALL BE GRADED, AND ALIGNMENT SHALL BE PARALLEL WITH 12454—B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST MODE. AN INDEPENDENT RELIEF VALVE SHALL BE LOCATED BETWEEN THE D. SPECIAL DISINFECTING PROCEDURES SHALL BE USED IN CONNECTIONS . .I !; THE ROADWAY, WHERE POSSIBLE. IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. TWO CHECK VALVES. REDUCED PRESSURE FEATURE SHALL BE INCLUDED IN . . ; TO EXISTING MAINS, AND WHERE THE METHOD OUTLINED ABOVE IS NOT .. i, . . C. POLYVINYL CHLORIDE PRESSURE PIPE SMALLER THAN 4" SHALL BE AS HIGH HAZARD APPLICATIONS. PREVENTERS SHALL BE UNIVERSITY OF SOUTHERN CALIFORNIA IA (USC) APPROVED AND AS M E U NIVE R IT BY HERSEY PRACTICAL. 2. BACKFILL —ONLY GOOD QUALITY BACKFILL, FREE OF STONES, ROOTS. ROCKS, BROKEN CEMENT OR OTHER MATERIAL WHICH APPROVED BY IRCDUS. PRODUCTS, INC.. OR EQUAL. E. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH MIGHT SE DAMAGING TO THE PIPE, SHALL BE USED. BACKFILL AN INDEPENDENT COMMERCIAL LABORATORY APPROVED BY THE I • MUST BE PUT IN THE TRENCH IN LIFTS. D. POLYVINYL CHLORIDE PIPE SHALL' BE AS MANUFACTURED 8Y JM _ VALVE BOXES DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES (HRS) FOR THE ,i { MANUFACTURING COMPANY, OR EQUAL. COLLECTION AND EXAMINATION OF SAMPLES OF WATER FROM . . ': 3 COMPACTION — ALL PIPE MUST BE COMPACTED BY HAND TAMPING ` A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE—PIECE DISINFECTED WATER MAINS. THESE SAMPLES SHALL BE EXAMINED FOR TO THE CENTER LINE, UNDER THE PIPE. BACKFILL SHALL BE E. THE PIPE SHALL BE BLUE IN COLOR. VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE COMPLIANCE WITH HRS REQUIREMENTS. SAMPLING SHALL BE MADE i COMPACTED IN LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM I PROVIDED WITH SUITABLE HEAVY BONNETS AND EXTEND TO MATCH DAILY AND CONTINUOUSLY UNTIL TWO SUCCESSIVE EXAMINATIONS ARE COMPACTION OF 95% OF MAXIMUM DENSITY IN ROADWAYS AND JOINTS FINISHED GRADE SURFACE AS DIRECTED BY ENGINEER. THE BARREL FOUND SATISFACTORY. SHOULD THREE EXAMINATIONS BE FOUND ,; SHOULDERS. AND 90% IN EASEMENTS IN ACCORDANCE WITH A. JOINTS FOR P.V.C. PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH —ON SHALL BE ONE OR TWO—PIECE, SCREW TYPE, HAVING 5 1/4" SHAFT. COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER UNSATISFACTORY, THE LINE SHALL BE FLUSHED AND DISINFECTED AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE . '1 AASHTO T-180 AND ASTM b-2167. RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS MAINS AND "SEWER" CAST INTO THE TOP OF ALL WASTEWATER PROVIDED TO THE OWNER. THE COST. OF ALL SAMPLING, FLUSHING, ANfl i 4: DEWATERING —CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY WILL BE PERMITTED. FORCEMAtNS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO DISINFECTING SHALL BE INCLUDED IN THE CONTRACT PRICE, AND NO I TRENCH. WELL —POINTING WILL BE REQUIRED AS NECESSARY. ALL INSTALLATION WITHIN SIX INCHES OF THE TOP OF VALVE BOX COVER. ADDITIONAL CHARGE SHALL BE MADE TO THE OWNER FOR THIS WORK. . . WATER ENTERtNG EXCAVATIONS dR OTHER PARTS OF THE WORK B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC COUNTY PERSONNEL SHALL OPERATE ALL VALVES AND BE PRESENT TO I; SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY IRCDUS. B. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASE AND VALVE DETERMINE AND CONTROL THE VOLUME OF WATER USED FOR FLUSHING. PLACES FOR DISPOSAL, AS PERMITTED BY STATE. NAMEPLATE, WfiH SUITABLE ANCHORS FOR CASTING IN CONCRETE. i FITTINGS NAMEPLATE SHALL BE 3" IN DIAMETER BRONZE DISK WITH RAISED TABLE 10-1 5: SHEETING —SHEETING AND SHORING SHALL BE INSTALLED AS MAY A. ALL FITTINGS SHALL tiBE DUCTILE IRON MECHANICAL JOINT AND SHALL LETTERING 1/8" HIGH, AS SHOWN ON THE DRAWINGS AND MANUFACTURED BY SHIEDOW BRONZE CORPORATION, KINGWOOD, WEST CHLORINE REQUIRED TO PRODUCE A 25—MG/L CONCENTRATION IN 100 FT OF i BE NECESSARY FOR THE PROTECTION OF THE WORK, PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND CONFORM TO 'AWWA SPECIFICATION C110 (ANSI 21.10-87), OR LATEST VIRGINIA, OR EQUAL. PIPE BY DIAMETER :I i THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE REVISION. ` FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL— COATED IN ACCORDANCE WITH AWWA STANDARD C104—(ANSI A21.4-85), C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN PIPE 100—PERCENT 1—PERCENT UNIFORM TO OSHA REQUIREMENTS. OR LATEST REVISION. - DRAWING DETAIL M 7. THE VALVE BOX SHALL BE WRAPPED IN A DIAMETER CHLORINE CHLORINE SOLUTION DIRECT CONTACT WITH THE POLYETHYLENE SHEATH SO THAT NO DIR (INCHES) (POUNDS) (GALLONS) it B. THE PRESSURE RATING SHALL ,BE 250 PSI. CONCRETE IS MADE. 4 0.013 0.16 .. 6 0.030 0.36 ! C. JOINT RESTRAINT, WHEN REQUIRED, SHALL BE BY NAPPCO C-1300 CORPORATION STOPS 8 0.054 0.65 RESTRAINER, OR APPROVED EQUAL. 10 0.085 1.02 A. CORPORATION STOPS FOR CONNECTIONS TO DUCTILE IRON OR PVC 12 0.120 1.44 ' 11 MARKING PIPING SHALL BE ALL BRASS OR BRONZE SUITABLE FOR 150 PSI 16 0.217 2.60 Ii TWO—INCH WIDE IDENTIFICATION TAPE SHALL BE SPIRAL —WRAPPED OR AFFIXED OPERATING PRESSURE, SHALL BE IRON PIPE THREAD DESIGN, SHALL BE SIMILAR TO MUELLER CO. H-10046 OR EQUAL, AND SHALL BE OF SIZES GENERAL DESIGN DATA 1 ' TO THE TOP OF THE PIPE. TAPE SHALL HAVE THE WORDS "WATER MAIN" IN '3/4" REQUIRED AND/OR NOTED ON THE DRAWINGS. I 11 HIGH LETTERS APPEARING ONE OR MORE TIMES EVERY 24 INCHES. WATER DISTRIBUTION �I , ; TWO—INCH WIDE DETECTION TAPE SHALL BE INSTALLED 12 TO 18 INCHES B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH IRON SADDLE AS MANUFACTURED BY FOR METER BOX CO., OR APPROVED EQUAL BY A. ALL WATER MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE :. BELOW FINISHED GRADE. INDIAN RIVER COUNTY UTILITIES DEPARTMENT. INDIAN RIVER COUNTY WATER MASTER PLAN. OR CURRENT AWWA !I AND CURRENT REGULATORY AGENCY REQUIREMENTS. _;. WATER SERVICESSTANDARDS TAPPING SLEEVES AND VALVES 0 POLYETHYLENE TUBING B. ALL DISTRIBUTION SYSTEMS WILL BE PROPERLY LOOPED WHERE A. TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITH FEASIBLE, AND VALVED TO PROVIDE MAXIMUM FLEXIBILITY IN 1 i SCOPE DUCTILE IRON BODIES AND THE APPROPRIATE GASKETS FOR EACH TYPE PROVIDING SERVICE. OF SERVICE MAIN, AND BE AS MANUFACTURED BY MUELLER COMPANY, .. THIS SECTION COVERS POLYETHYLENE PIPE AND FITTINGS FOR WATER H S OR APPROVED EQUAL. C. DESIGN SHALL BE BASED ON AN AVERAGE DAILY CONSUMPTION OF 100 'i . SERVICES. GPCD, A MAXIMUM DAY FACTOR OF 1.5 TIMES AVERAGE DAY, AND A PEAK !i B. TAPPING VALVES SHALL BE MECHANICAL JOINT AND SPECIFICALLY FOR HOUR FACTOR OF 3.0 TIMES AVERAGE DAY, PER INDIAN RIVER COUNTY it POLYETHYLENE TUBING 2 INCHES IN DIAMETER AND SMALLER THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND BE AS ORDINANCE. . . MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL. . A. POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE D. DISTRIBUTION SYSTEMS SHALL BE SIZED TO PROVIDE FOR 100 PERCENT ' REQUIREMENTS FOR PE-3408 EXTRUSION COMPOUND POLYETHYLENE C. STAINLESS STEEL WRAPAROUND TAPPING SLEEVE AND VALVE MAY BE OF THE COMBINED REQUIRED FIREFLOW AND PEAK HOUR DEMAND RATE. . . PLASTIC MATERIAL AS STATED IN AWWA C-901-88, . OR LATEST REVISION, USED IF APPROVED BY THE DEPARTMENT OF UTILITY SERVICES. WHILE MAINTAINING A 20 PSI RESIDUAL PRESSURE IN THE DISTRIBUTION AND SHALL COMPLY WITH THE FOLLOWING: SYSTEM. . B. TUBING SHALL HAVE A WORKING PRESSURE OF 200 PSI AT 73.4? F. TESTING AND INSPECTION OF WATER MAINS, WASTEWATER FORCEMAINS AND GRAVITY SEWERS E. ALL WATER MAINS SHALL BE DESIGNED TO PROVIDE A MINIMUM - : .. . C. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL BE FREE FROM PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING PRESSURE OF 25 PSI AT GROUND LEVEL AT ALL POINTS IN THE DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW. BUMPS AND IRREGULARITIES. MATERIALS MUST BE COMPLETELY HOMOGENEOUS AND UNIFORM IN APPEARANCE. A. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM WITH F. DEAD—END 4" WATER DISTRIBUTION SYSTEM MAINS MAY BE USED TO ' SECTION 4 OF THE LATEST EDITION OF AWWA C-600 SPECIFICATIONS FOR SERVE UP TO 10 ERUs; NO LONGER THAN 300 FEET. b. _ TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND WITH THE D.I.P. AND AWWA M-23 FOR PVC PIPE, WITH THE EXCEPTION THAT THE VALUES LISTED 1N ASTM D-2239, WITH A STANDARD DIMENSION RATIO CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS G. FIREFLOW REQUIREMENTS SHALL BE AS OUTLINED WITHIN THE I.S.O.LS.O. (SDR) OF 9. AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR FIREFLOW REQUIREMENTS. DESIGNATED REPRESENTATIVE SHALL BE PRESENT DURING ALL TESTING, E. TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND TELEVISING AND FINAL INSPECTIONS. H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE 6 INCHES IN MANUFACTURER, NSF SEAL. SIZE, TYPE OF PLASTIC MATERIAL, AND ASTM RESIDENTIAL AREAS AND 8 INCHES IN COMMERCIAL AREAS. a DESIGNATION WITH WHICH THE TUBING COMPLIES. B. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST ' ` SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF I. MAXIMUM FIRE HYDRANT SPACING SHALL BE 1000 FEET IN SINGLE I JOINTS TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT FAMILY RESIDENTIAL AREAS AND 600 FEET IN MULTIPLE —FAMILY . THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150 RESIDENTIAL AND COMMERCIAL AREAS. . ' II A. JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION PSIG (100 PSIG FOR FORCEMAIN). THE CONTRACTOR SHALL PROVIDE ! I TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE J. ALL FIRE HYDRANTS SHALL BE PAINTED M—F RED. STAINLESS STEEL TUBE STIFFENER INSERT SHALL ALSO BE USED FOR P.E. REQUIRED TEST PRESSURE. CORPORATION COCKS AT LEAST 1 INCH IN TUBING SERVICES. DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED K. ALL FIRE MAINS SHALL BE EQUIPPED WITH A DETECTOR CHECK VALVE AS . i1 B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS AT EACH PIPE DEAD—END IN ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST SHOWN IN DETAIL W-8. UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY IRCDUS. OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING. L. IT SHALL BE DEMONSTRATED TO THE INDIAN RIVER COUNTY UTILITIES ; . i DEPARTMENT THAT THE WATER DISTRIBUTION SYSTEM CAN SUPPLY THE . . INSTALLATION C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE REQUIRED DEMAND RATE AND FIREFLOW PRIOR TO ACCEPTANCE BY � jl . HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2 IRCDUS, AND AN ON —SITE FIREFLOW TEST SHALL BE CONDUCTED BY THE ': A. BACKFILL SHALL 8E FREE OF ROCKS AND DEBRIS. HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE INDIAN RIVER COUNTY FIRE DEPARTMENT. . 1 B. BENDING RADIUS SHALL BE LARGE ENOUGH SO THAT TUBING 1S NOT REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE RE STRAINED JOINTS ' 'I CRIMPED OR DAMAGED, AND SO THAT THE FLOW OF WATER IS NOT `REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS RESTRICTED. ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND A. RESTRAINED JOINTS SHALL BE USED ON LINES LARGER THAN 12 INCH ! 'i ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE —LINES DIAMETER. IN LIEU DF THRUST BLOCKING ON LINES 12—INCHES 1N .! SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE DIAMETER AND SMALLER, AND WITH THE APPROVAL OF THE INDIAN MISCELLANEOUS VALVES AND APPURTENANCES ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS RIVER COUNTY UTILITIES DEPARTMENT ENGINEER, PIPE HARNESSES REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR AND/OR TIES OR RESTRAINED PUSH —ON OR RESTRAINED MECHANICAL GENERAL REMOVED, AND THE PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR JOINTS MAY BE USED. SECTIONS OF PIPING HAVING RESTRAINED JOINTS i; , THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED OR THOSE REQUIRING RESTRAINED JOINTS SHALL BE CONSTRUCTED . A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR USING PIPE AND FITTINGS WITH RESTRAINED "LOCKED —TYPE JOINTS, I PRODUCTS OF WELL REPUTABLE FIRMS WHO ARE FULLY MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AND THE JOINTS SHALL BE CAPABLE OF HOLDING AGAINST WITHDRAWAL I! . EXPERIENCED AND QUALIFIED IN THE MANUFACTURE OF THE AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING FOR LINE PRESSURES UP TO 150 PSI. THE PIPE AND FITTINGS SHALL BE AS „ PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET SHOWN FOR RESTRAINED PUSH —ON JOINTS OR RESTRAINED MECHANICAL !1 DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE FORTH IN SECTION 13 OF AWWA STANDARD C600. THE ALLOWABLE RATE . JOINTS ON PAGE 416 IN SECTION VI, IN THE HANDBOOK OF CAST IRON . BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR PIPE, 4TH EDITION (SEE DETAIL SHEET MSA). . SPECIFICATIONS AS APPLICABLE. DETERMINED BY THE FOLLOWING FORMULA: I . . 1 /2 B. NO SET SCREW RETAINER GLANDS ARE TO BE USED ON FVC/D.I.P. PIPE ,i _ B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE L ND X (P) CONNECTIONS. USE BOLT RESTRAINER JOINTS ONLY. ' MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED 7400 CAST IN RAISED LETTERS.UPON UPON SOME APPROPRIATE PART OF THE BODY. C. THE MINIMUM NUMBER OF RESTRAINED JOINTS REQUIRED FOR RESISTING :I . :. '... C. ALL BURIED VALVES SHALL BE MECHANICAL JOINT. ALL ABOVE —GROUND L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR FORCES AT FITTINGS AND CHANGES IN DIRECTION OF PIPE SHALL BE DETERMINED FROM THE LENGTH OF RESTRAINED PIPE ON EACH SIDE OF , . VALVES SHALL BE FLANGED. N = NUMBER OF JOINTS IN THE SECTION TESTED FITTINGS AND CHANGES IN DIRECTION NECESSARY TO DEVELOP ADEQUATE RESISTING FRICTION WITH THE SOIL THE FORMULA AND D. GATE VALVES SHALL BE USED ON WATER LINES. BUTTERFLY VALVES D =NOMINAL DIAMETER OF THE PIPE IN INCHES PARAMETERS GIVEN BELOW SHALL BE USED TO DETERMINE THE . MAY BE USED IN LIEU OF GATE VALVES FOR SIZES i2" AND LARGER. MINIMUM REQUIREMENTS: 1 P =AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST E. PLUG VALVES SHALL BE USED 1N FORCEMAIN APPLICATIONS. IN POUNDS PER SQUARE INCH GAUGE L 1.5PA (1—COS X) F. VALVES AND APPURTENANCES 'OTHER THAN THOSE SPECIFICALLY D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE fw -d. . CALLED OUT IN THIS SECTION MAY BE APPROVED FOR USE SY INDIAN ENGINEER FOR REVIEW AT LEAST FNE (5) WORKING DAYS BEFORE WHERE: L =LENGTH OF PIPE ON EACH SIDE OF FITTINGS OR CHANGE IN I RNER COUNTY UTILITIES DEPARTMENT ON 'ACASE—BY—CASE BASIS. STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND DIRECTION CRITERIA FOR APPROVAL` SHALL INCLUDE THE INTERCHANGEABILITY OF ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT .. I. . THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC P = 150 PSI, UNLESS OTHERWISE NOTED. SPECIFICALLY CALLED OUT _ IN THESE SPECIFICATIONS. TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE . I TO THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES — A =CROSS SECTIONAL AREA IN SQUARE INCHES BASED ON OUTSIDE GATE VALVES {=INCH AND LARGER) , j, ' „ - I TALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE. SHALL BE TO L DIAMETER (O.D.) OF` PIPE. ! ;' A. ALL BURIED.'GATE VALVES SHALL MEET THE REQUIREMENTS OF A A E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT X =ANGLE OF BEND OR CHANGE IN DIRECTION tN DEGREES. C509. VALVES SHALL BE RATED FOR :150 PSI' WORKING PRESSURE AND A , . DURING TESTING. MINIMUM 300 PSI TEST PRESSURE. VALVES SHALL BE IRON BODY, f =COEFFICIENT OF FRICTION 0.4 (MAXIMUM). . ' ' BRONZE -MOUNTED. RESILIENT SEATED, NON -RISING STEM TYPE FITTED F. NO THRUST BLOCKS SHALL BE BACKFlLLED UNTIL INSPECTED BY IRCDUS WRH "O-RING" SEALS. THE, .OPERATING NUTS SHALL BE STANDARD INSPECTORS. W 2Wearth + Wpipe + Wwater in pipe . AWWA 2": SQUARE. , ALL VALVES SHALL OPEN COUNTERCLOCKWISE. Wearth (density of soil*)(depth of cover in feet)(O.D. in feet) STUFI7NG BOXES SHALL BE THE 0—RING" TYPE. GATE VALVES SHALL' BE MECHANICAL JOINT, ANSI STANDARD :21.11, EXCEPT WHERE SHOWN :MAXIMUM 120 LBS./CUBIC FT. ABOVE MAXIMUM WATER TABLE 4 • OTHERWISE, a;. 1 ELEVATION AND 60 LBS./CUBIC FT. BELOW MAXIMUM WATER I. - _,= ,. B. ;. WHERE REQ UIRED GATE VALVES SHALL BE -PROVIDED WITH A BOX CAST TABLE ELEVATION. - . . .. I . . ., IN THE SLAB AND 'A BOX COVER.`'BOX COVER OPENING SHALL BE FOR D. BOLTS AND NUTS FOR RESTRAINED JOINTS SHAD_ BE HOT DIPPED - j} VALVE STEMAND NUT. VALVE WRENCHES AND EXTENSION STEMS GALVANIZED, LOW ALLOY, HIGH STRENGTH STEEL. SHALL 8E PROVIDED BY THE MANUFACTURER TO ACTUATE THE VALVES. ! THE FLOOR BOX AND COVER SHALL BE CAST IRON AND EQUAL TO THOSE E.. THE CONTRACTOR SHALL ALSO PROVIDE RESTRAINED JOINTS !N I . , ` LOWAMERICAN DARLING DEZURIK, OR MANUFACTURED BY M & H. C O • ACCORDANCE WITH THE ABOVE CRITERIA WHEREVER THRUST BLOCKS . . _ APPROVED EQUAL (SEE DRAWING N0. M-7): ,. _ , ARE NOT USED IN CONJUNCTION WITH BELOW —GROUND FITTINGS ON : ! ... - - . ,. i . -. "' IN S DIAMETER OR LESS. LINES 12 CHE IN ` . n .. . . .. , , .. . $ .: ,' . . . , .. .. i . . , ,. r .- ,. :. ,. tl, ... . .;1. . .1. .. , ;, t . : - I . 11 :. - .. . . --. .. - .. • F. . . , : e i - r- i. L0 O L0 •-I NI MI,*ItnI co IIIIIIIIIIIII 1111ill I c0 I m J W O rn flf __3 w o z 5 I �g IU F-j � 0 W Z Cl) ui r o 0 Q A 5 O N 0)O h 1- W Z � Q g , as 0 z 0 10 � �v��:^ wtIvaa Re 0 = ,aW a 2 X c 0 N m G 04 a LL Z Q CC V m O 2 , r U U. W 0 0 w O J LL- z In m C0�/� WV .e V 13 m 5 Cl) Z Q 1= cn m LLJ to .'TQ i Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer ,SHE D. I. P. P. V. C, pm DIAMETER (INCHES) 90' 43' 22'r, 11 %(• 90' 43' 22 Y. Ill V DIAMETER a 04M it 4' a e' to- it- 1E' EO' er aw d 1fa' I5' 10' 5' 40' t0' 10' S' L' a 0 0 0 0 a 0 0 0 0 a' 33' 1Y lo' 3' A' es' IT 10' r 40' a 0 0 0 0 0 0 0 a a, S5' rs' MY 5' w fY to w e' S0' 45' a a 0 a a 0 0 s or 65, 30' w 10' 90 w t0' 10 e' 7Y 70' 40 0 0 0 0 0 0 0 20, so' 75' t0' t0' 11a' S0' ri'. 19 to- 9Y 90' 70' 40' 0 0 0 0 a 0 lir 13' 40' e0' le, 130' IT W IT /e' Ito' 115' 100' 75' 40' 0 0 a 0 0 Is" ILV S0' es IT 16.7' 70' 3T t0' -ter tw 133' 140' It3' l00' 70' 0 0 0 0 20Y I50' 65' 30' IT e00' 03' 40' e0' 8(r ear 1"' IST 170• 130' 130' 75' 0 0 0 &C lw 7d 3S t0' ria' 90' 45, e3' s4' 160' 135, 130' 140' 133' IM 90' S0' 0 a 30` - 190' sa' 40' eo' e30' Im 3a' E31 SQ' 1", 1w M' Isa' 170' 167 12a t07• 70' 0 36" eto' 95— 45' 25, 0 0 0 0 36' ee5' W, 215, ri0' e03' I", I80' I30' M, 70' 4r e45' ta5' so' e5' 0 0 0 0 4r e45' 24V e35' e30' tM etd e0Y W 155' IM 4e rw leo• 60' 30' 0 0 0 0 4E" ems' e30' e45' t40' M e30' 215' 19T 175' ley' Restrnmed lengths for valves dead ends and branches from toes shad be the same as for 90' (degree) bends Length of restrained Joint for larger chaneter pipe I STANDARD 'T' BRANCH ,I 6" MI . (TYPJ I.D. 8" THJPIPEJMNVERT� SaN SEE PIPE OPENING DETAIL B STAINLESS STEEL STRAPS STANDARD LONG RADIUS ELBOW FLOW s JO BE USED WHERE DROP IS 2' OR MORE HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER GRAVITY SEWER GRAVITY S F.M. STORM SEWER ACCEPTABLE VARIANCES HORIZ. VERT, HORIZ. VERT, HORIZ. VERT. HORIZ. V RT 5' C/C POTABLE WATER 15, 10, 18" 10, 18" SEE GENERAL NOTES NO. 4 3' 0/0 RECLAIMED WATER 5' C/C / 1$ --- --- 5' C/C / 18" --- --- 3' 0/0 3' 0/0 SANITARY SEWER 10, 187 5' C/C 18" 3. 0/0 E GENERAL NOTES k 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS 4) ACCEPTABLE VARIANCES: DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATIVE CODE (F.A.C). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE M NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT a LINES LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE S ENCASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS • 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED SHALL MEAN REGAINED. UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED B. WHERE tad MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR 4 SHALL APPLY. ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING C. IF 36" MINIMUM DEPTH OF COVER IS NOT MAINTAINED, SPECIAL GREATER CLEIRANCE SHALL BE USED. PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED. * C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. • 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE THE WORD 'MAY AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY ENGINEER'S DISCRETION TO BE TAKEN ON A CASE BY CASE BASIS. ' UTILITY PIPE MINIMUM SEPARATION REQUIREMENTS TABLE MANHOLE FRAME L COVER ' LEVELING RINGS U.S. FOUNDRY DWG. NO. 420A 2 COURSES MIN 6 COURSES MAX. CUT CLASSIFICATION t ��L HEIGHT U.S.F. DWG, NO. 420A OR EQUAL 4 3/ MANHOLE COVER, LETTERS ' N_ MARKED 'SANITARY SEWER', B• W ~ FLEXIBLE PLASTIC TY) '+u 3'-0" ` RAMNECO/EGASKET > i 22-3/4" Ri SLOPE o b 2'/FT, 4'-Cr I.D. ; t � IA OR 5'—W I.D. o En A SEE PIPE %0 A g ❑ ❑ COVER OPENING oe FILL CONCRETE DETAIL j P > C' IN. INVERT co � ❑ ❑ ❑ ❑ ;. SEE MAMiOI_E 0 ❑ 20-5 8" EFFLUENT L INFLUENT DETAIL ELEVATION SECTION A —A _I 24-3/4 3'—Cr TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0' CONCEALED WATERTIGHT FRAME SECTION PICKHOLE NOTES ANH ❑TES. . SEEM OLE N 1, 2, SEE STANDARD MANHOLE CASTING DRAWING. NOTES 3• SEE PIPE OPENING DETAIL 'DRAWING. 4. SEE MANHOLE EFFLUENT 6 INFLUENT DETAIL DRAWING. A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. 5. USE 5'-C' I.D. MANHOLE AS DIRECTED BY THE ENGINEER, STANDARD _DEEP M.H. STANDARD MANHOLE CASTING I I • THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S,I. TEST PRESSURE 90' 45' 221/z 11 1;' LAT. TEE PLUG INCHES E MIN. B A A A A A A C D I E 4 10' 7' 10' 6' 3' 3' 7' 7' 10' 7' 8' 6 16' 10' 15' 8' 4' 4' 10' 10' 12' 10' 8' 8 20' 14' 18' 10' 5' 5' 14' 14' 14' 14' 12' 10 28' 16' 24' 14' 7' 7' 16' 16' 16' 16' 14' 12 30' 20' 26' 16' e' 8' 20' 20' 18` 20' 20' NOTES` 1, SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 2. 2' WIDE STAINLESS STEEL STRAPS WITH 4' LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE: TYPE flA' DROP MANHOLE ' � I II MANHOLE N❑TES 1. REINFORCING AREA OF 0.20 SO, IN:/FT: FOR WALL SECTION, MIN. TO MEET OR EXCEED A.S.T:M: A 185. NOTES 2, ALL CEMENT TO BE TYPE II. 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 P,S.I• TO 1• THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, MEET OR EXCEED A.S.T.M. C 478. WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOSE 4. BOTTOMS ANDi:CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S,I. FILL MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND 5• CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6'. PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE. 6: INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE, (K❑PPERS 300 OR EQUAL). 3. ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB, 7. CHANNELS TO"BE FORMED IN ALL MANHOLES TO ACCEPT T.V, CAMERA, EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC. •, T T W — 556, OR PRESSURE TREATED LUMBER, 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. .;, 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP 4. BACKFILL SHALL .CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK CONNECTION REQUIRED. FRAGMENTS. ANY MUCK FUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. 10. CONNECTI❑NS'TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE P.S:L CONCRETE: POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 6. ALL PIPES GREATER THAN 12' IN DIAMETER SHALL HAVE RESTRAINED 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATIONS: FLOOD ZONES. j. 7. PIPES SMALLER THAN 4' SHALL USE THRUST BLOCKS SIZED 12• NO. 40 BARS 9' O.C• EACH WAY IN SLAB (TOP AND BOTTOM), FOR 4' PIPES. 13, SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. -14. 2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED AS REQUIRED BY I•R.C.D.U,S• 16. TRAFFIC BEARING LID ONLY. ` 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE Q AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN: P • ' '' ' • 18, A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19, MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE ENGINEERED TO A STANDARD OF 16,000—POUND VERTICAL DYNAMIC WHEEL LOAD (AASHO H-20). • JI 90° BEND 45° - 221' - 114 ° BENDS MANHOLE NOTES P LYETHYLENE IN I FONT OF PL' ' SQUA (TYP.) D D I D D i ?I SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED CROSS WITH PLUG TEE WITH PLUG WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCINGSTEEL I TRENCH AROUND OUTSIDE FOR FIELD WALL INSTALLATION) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE OOT BWITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-N-SEAL INC. (FOR PRECAST ITRENCHH:P. ..,. 14 HOLES) jA ELEV: OF FILL CONCRETE TO BE SAME AS O.D• OF PIPE UND E ]i TYPICAL SECTION A NOTE LATERAL I, 1, POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY W.M:U.DJ. { 4 ° 6" TYP. ° M THRUST BLOCK DETAILS; PIPE OPENING = PIPE O.D: + 6' 5/8 PIPE O:D, l 4 ,a li Ij i I FINISHED GRADE CONE. ENCASEMENT 6' MIN. BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) L!?��i.EWER WATER MAIN SECTION A -A UTILITY OTHER THAN SEWER SANITARY SEWER CONCRETE ENCASEMENT CONCRETE ENCASEMENT i 2'-0' MIN. WATER MAIN b WATER MAIN WATERLINE TO BE OVER TOP OF SEWERLINE Z_ WHERE POSSIBLE. A iA A —T A CLASS I CLASS 2 ENCASEMENT DETAILS NOTES N.T.S. 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. DUCTILE IR❑N.PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF, CROSSING, S❑ AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN i WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.LP. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (❑R FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. UTILITY ENCASEMENT GRADE OBSTRUCTION 36' MIN. COVER " PRESSURE MAIN JOINTS 4 RESTRAINED 5' OR 22 112' ENCASE AS REQ'D, BENDS CM.JJ SPECIAL UTILITY CROSSING - FITTING TYPE IS' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS ❑R CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. GRADE i SLOPETO 36' MIN. CDVL"' II♦ SEE NOTE N❑: .7,31OBSTZICTION PRESSURE MAIN FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH ENCASE AS REQ'D• OF PIPE AT THE POINT OF CROSSING STANDARD UTILITY CROSSING DEFLECTION TYPE NOTES 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSIING BE ALLOWED, 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY, (2 COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY W.M.U.D. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES• D.I:P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT -THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE, • UTILITY CROSSINGS • Q 4 q 11 — I (q I to I It l to 1(0 O '- u7 L1J ! m to m U z (D _.J -I LLI O Cn of -, Q� 0 Z U Z C0 W O Qw N p) Z Q O n O:°Qo10 ��//�� V/ O 1=- U. P n _ 0 a 0�mpa LL QWm CY O = a m U) O 2 � SEE PIPE OPENING 24' FROM EDGE OF MANHOLE DETAIL (FOR FIELD TO OUTSIDE OF BELL INSTALLATION) MAY BE PRECAST, OR P.E. JOINT (TYP) 1. PIPE TO MANHOLE CONNECTION W CIO i TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES ! FILL CONCRETE AS MANUFACTURED BY K❑R—N—SEAL OR APP.(FOR I PRECAST HOLES). CnO ELEVATIONCn ... PIPE JOINT DETAIL AT MANHOLE W U NOTE M� � W 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS rn (j m MANHOLE EFFLUENTLlj r - - ', & - I NF-LUENT (n SHEET 7 �� in , .. 1 . . . . . I . ;' I I . ! . . . - .. _ ' I I , . ' + , , a I .. . ... . ": .. .. r I I I. i k' ;. , MIS URT CELLANEOUS VALVES AND APP ENANCES I I. i. .. . I ,I .. . I . . . .. .. .: . -. ..V' .. . ' . ' . ... • . .. ,. GENERAL D j .. H CONTRACT R M F R T E 0 UST SUBMIT HiS PLAN 0 TES LNG TO THE ' E . D :. A LL SEWERS SHALL BE SIZED TO PROVIDE AMPLE CAPACITY FOR PEAK . 1 . .. '. . SANITARY SEWERS .I t.. : R E SSHALL : DES 16"MFOR I - POLIMNYL CHLORIDE PIPE. A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE , START NG THOER TEST THE 0 RA OR REMOVE ANDEFfl COLLECTiONWUNES AND SERVICE LATERALSIZE SEWERSBSHALFBE . 1 !. . .: .. i. — FULLY I I ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT . . INED AT SLOPES PROVIDING MINIMUM VE OCITIES OF 2 FEET PER L I .. ' .. .. . , . ... . '. . .. EXPERIENCEDFANDL QUALIFIEDSIN THEE MANU CTURESOFHTHENE AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATI C ISEC OND WHEN FLOWING FULL OR HALF FULL, USING THE MANNINGS .. • . - . SCOPE PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE 1 TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. '" ANY .DAMAGE ! !ROUGHNESS COEFF3CIENT (n} flF 0.013 FOR DUCTILE IRON PIPE AND 0.012 I . „' DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH TH E T 0 THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. ONES . L36"NORMAPPROVED .. THIS SECTION COVERS POLYVINYL :CHLORIDE PiPE''AND FRTINGS FOR BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE SHALL BE TOTALLY FREE AND CLEN PRIOR TO FINAL ACCEPTANCE. SLOPES SHALL BE ROVIDEDPFORISEWERESIZESH8" TO BY SANITARY SEWERS. '; SPECIFICATIONS AS APPLICABLE. UTILITY: .. .. - .. ' . •. E TN ENGGITEER THE ENGIN R S RE E RE , j :, , GENERAL .. ... - B ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE DURIN ESTING P ' VCP do D! PVC . . . r- MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED 1. I PIPE DIAMETER .:.. n = 0.013 n = 0.012 . . A. .: POLYVINYL "CHLORIDE P.V.C. PIPE SHALL BE ALLOWED FOR USE A5 CAST IN RAISED LETTERS UPON SOME APPROPRIATE PART OF THE BODY. ." F. I NO THRUST BLOCKS SHALL BE BACKFILLED UNTIL INSPECTED BY IRCDUS , ;'. , .. . .I . .: . POTABLE WATER PIPEC WHERE COMPATIBLE WITH THE SPECIFIC . CONDITIONS OF THE PROJECT. THE USE OF MATERIAL OTHER THAN " C. .. ALL BURIED VALVES SHALL BE MECHANICAL JOINT. 'ALL ABOVE -GROUND . . j. I NSPECTORS. . I 8 : ' ` 0.33% 0.28% I " .;. 10 ".,.': :. 0.25% 0.21% . . POLYVINYL CHLORIDE MAY : BE REQUIRED DURING . CONSTRUCTION VALVES SHALL BE FLANGED. ; TESTING OF GRAVITY SEWERS I` 12 0.20% 0.17% ., a N M .r us m PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL'1F IT IS DETERMINED THAT 'POLYVINYL CHLORIDE PIPE IS UNSUITABLE FOR THE PARTICULAR p• GATE VALVES SHALL BE USED ON WATER LINES. BUTTERFLY VALVES A. LEAKAGE TESTS BY EXFILTRATION OR INFILTRATION, As 3 DESCRIBED I' =15 0.15% 0.127. 18 ' O.i i9. 0.10% . . APPLICATION. .. MAY BE USED IN LIEU OF GATE VALVES FOR SIZES 12" AND LARGER. BELOW, WILL BE MADE ON ALL PIPE. THE COUNTY SHALL HAVE THE , I ' '21 '. 0.09% 0.08% j OPTION OF DETERMINING WHICH TEST SHALL BE EMPLOYED. . 24 0.08% 0.07% I rn 8. POLYVINYL CHLORIDE tP.V.C.) GRAVITY SEWER PIPE CAN BE USED UP'TO .. E. PLUG VALVES SHALL BE USED IN FORCEMAIN APPLICATIONS. 1 GENERALLY, IF THE GROUNDWATER TABLE IS BELOW THE BOTTOM OF :. �. A DEPTH OF, SIXTEEN FEET AS SPECIFIED' HEREIN. DUCTILE IRON PIPE THE PIPE, N EXFILTRATION TEST SHALL BE USED. 'E. MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE; AT ALL I i 1 O . SHALL 8E USED FOR DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE F. VALVES ND APPURTENANCES OTHER THAN THOS SPECIFICALLY CALLED OUT IN THIS SECTION MAY BE APPROVE FOR USE BY INDIAN B. EXFILTRATION TESTS WILL BE MADE ON PIPE BEFORE OR AFTER CHANGES IN GRADE, SIZE OR ALIGNMENT; AT ALL JUNCTIONS I w z OTHER MATERIAL IS SPECIFICALLY SPECIFIED AND APPROVED BY INDIAN (EXCLUDING SERVICE LATERALS); AND AT DISTANCES NO GREATER THAN co w N _j U w O RIVER COUNTY UTILITIES DEPARTMENT. - RIVER COUNTY UTILITIES DEPARTMENT ON A CASE -BY -CASE BASIS. BACKFILLING, AT THE DISCRETION OF THE COUNTY. THE LENGTH OF THE i 1400 I rn tr � o z . CRITERIA FOR APPROVAL SHALL INCLUDE THE INTERCHANGEABILITY OF SEWER TO BE TESTED SHALL BE SUCH THAT THE HEAD OVER THE CROWN :FEET. . : ; . I I GRAVITY SEWER PIPE AND FITTINGS THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS I OF THE UPSTREAM END iS NOT LESS THAN 2 FEET, AND THE HEAD OVER F,. $ LATERALS SHALL NOT BE CONNECTED DIRECT Y INTO L I I . SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS. I ' THE DOWNSTREAM CROWN IS NOT MORE THAN 6 FEET, UNLESS DIRECTE 1 MANHOLES, EXCEPT AT TERMINAL ENDS OF THE SYSTEM. I A. GRAVITY SEWER LINES AND 'LATERALS SHALL BE EXTRA STRENGTH BY PNEUMATIC BAGS OR MECHANICAL PLUGS IN SUCH A MANNER THAT I - POLYVINYL CHLORIDE PIPE ND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034-SDR 35. CHECK VALVES i THE AIR CAN BE RELEASED FROM THE SEWER WHILE iT IS BEING FILLED WITH WATER. THE TEST SHALL BE CONTINUED FOR ONE HOUR AND EARTHWORK ND BACKFILL I I ! 2 I . A. H CK VALVES FOR DUCTILE IR N PIP IN H C E 0 EL ES S ALL BE SWING TYPE AND SHALL MEET THE MATERIALS REQUIREMENTS OF AWWA SPECIFICATION PROVISIONS SHALL BE MADE FOR MEASURING THE AMOUNT OF WATER . REQUIRED TO MAINTAIN THE WATER AT A CONSTANT LEVEL DURING A ALL EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL 8E � . i � Q B. FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO I I •;ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, SO AS TO i p THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. C508. THE VALVES SHALL BE IRON BODY, BRONZE MOUNTED, SINGLE THIS PERIOD. IF TEST RESULTS ARE UNSATISFACTORY, THE ENGINEER PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, a - DISC, 150 WORKING WATER PRESSURE, NON -SHOCK, NON -SLAM, SLOW j MAY DIRECT THAT ADDITIONAL TESTS ARE MADE ON ANY OR ALL OF THECURBS, PARKWAYS AND OTHER PUBLIC PROPERTY DISTURBED IN THE C. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE CLOSING, AND HYDROSTATICALLY TESTED AT 300 PSI. ENDS SHALL BE PIPE. 'COURSE OF THE WORK SHALL BE RESTORED tN A MANNER SATISFACTORY • SHALL NOT BE OUT -OF -ROUND OR CROOKED IN ALIGNMENT AS 125 POUND ANSI B16.1 FLANGES OR 125 POUND ANSI B2.1 THREADED ;TO THE COUNTY. i - U DETERMINED BY THE ENGINEER. NY LENGTH OF PIPE 6 INCHES OR FITTINGS, DEPENDING UPON LOCATION: C. IF ANY JOINT SHOWS AN APPRECIABLE AMOUNT OF LEAKAGE, THE GREATER IN DIAMETER WHOSE INSIDE DIAMETERS MEASURED AT RIGHT JOINTING MATERIAL SHALL BE REMOVED AND JOINT REMADE. IF ANY B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6- I . ' Z ANGLES TO EACH OTHER VARY MORE THAN 1/4 INCH MAY BE REJECTED. B. WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND REPLACED. IF THE INCH DISTANCE BELOW THE PIPE INVERT TO THE BOTTOM 12 INCHES I , LIGHTLY AGAINST ITS SEAT. WHEN OPEN, THE DISC SHALL SWING CLEAR QUANTITY OF WATER REQUIRED TO MAINTAIN A CONSTANT LEVEL IN ABOVE THE TOP OF THE PIPE. SHALL BE PER THE MANUFACTURER'S , D. ' POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH OF THE WATERWAY. .. THE SEWER FOR ONE HOUR DOES NOT EXCEED 100 GALLONS PER INCH OF REQUIREMENTS. . . j AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DIAMETER PER DAY PER MILE OF SEWER, AND IF ALL THE LEAKAGE 1S 1 I : DEPARTMENT APPROVED EQUAL. C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED 1 NOT CONFINED TO A FEW JOINTS, THE WORKMANSHIP SHALL BE C. ALL GRAVITY SEWER INSTALLATION PROCEDURES MUST- BE iN ! : W BRONZE HINGE PINS, AND BRONZE NUTS ON THE BOLTS AND BOLTED I CONSIDERED SATISFACTORY. IF THE AMOUNT OF LEAKAGE INDICATES ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. ALL E. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF '"ASTM COVERS. I DEFECTIVE JOINTS OR BROKEN PIPES, THEY SHALL BE CORRECTED BY GRAVITY SEWERS AND FORCEMAINS SHALL BE INSTALLED TO HAVE A I I""' o DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). ALL P.V.C. MATERIALS 0. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY THE CONTRACTOR. MINIMUM OF 36 INCHES INSTALLATION OF GRAVITY SEWERS SHALL BE I w Q w N c SHALL BE STORED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFlCATiONS (NOT IN DIRECT SUNLIGHT). P.V.C. PIPE ND FITTINGS EASILY BE REMOVED AND REPLACED WITHOUT REMOVING THE VALVE D. I. PIPE SHALL BE TESTED FOR INFILTRATION AFTER THE BACKFILL HAS CONTROLLED SY USE OF A LASER TO MAINTAIN PROPER GRADE. 9 z o 0 a . V) WHICH SHOW SIGNS :OF ULTRAVIOLET DEGRADATION IS CONSIDERED FROM THE LINE. VALVES SHALL BE FITTED WITH AN EXTENDED HINGE BEEN PLACED. INFILTRATION TESTS SHALL BE MADE UNDER THE 0. INSTALLATION OF FORCEMAINS SHALL BE IN ACCORDANCE WITH AWWA .. G a a. SUBSTANDARD ND UNFIT FOR USE, AND WILL BE REJECTED BY INDIAN ARM WITH OUTSIDE LEVER AND WEIGHT, AS NECESSARY. SUPERVISION OF THE COUNTY, AND THE LENGTH OF THE LINE TO BE I STANDARD C600 AND THE INSTALLATION SPECIFICATIONS FOR WATER 0 i 4 O h P, RIVER COUNTY UTILITIES DEPARTMENT. FOR PVC PIPE TESTED SHALL BE AS DIRECTED BY THE COUNTY. THE ALLOWABLE : ,LINES IN THE WATER DISTRIBUTION SECTION, IRRESPECTIVE OF THE TYPE m _ -+ - E. CHECK VALVES LESS THAN 6 IN DIAMETER SHALL BE OF FILTRATION SHALL BE 100 GALLONS PER INCH OF DIAMETER PER DAY PER IOF PIPE SELECTED. � c F' LL R p F. ALL WYES, FITTINGS, LATERALS,'AND MANHOLE COUPLINGS SHALL BE PVC TYPE 1, SERIES BC, WITH UNION, SOCKET, THREADED, OR FLANGED MILE OF SEWER. . ! 'a o MANUFACTURED BY JM, OR APPROVED EQUAL ADAPTERS SHALL BE ENDS, AS REQUIRED. PVC BALL CHECK VALVES SHALL BE AS MANUFACTURED BY CELANESE PIPING SYSTEMS, INC., WALLACE AND E: I RATES OF INFILTRATION SHALL BE DETERMINED BY MEANS OF V-NOTCH ' 1 • TRENCH -TRENCH WIDTH SHALL BE KEPT TO A MINIMUM $ v a Q COMPATIBLE TO THE APPROVED PIPE AND APPURTENANCES. ALL JOINTS NECESSARY FOR INSTALLATION OF THE PiPE AND SHALL COMPLY 1 e Q X SHALL BE RUBBER GASKETED. TIERNAN, INC., PLASTiLINE, INC., OR APPROVED EQUAL WEIRS, PIPE SPIGOT, OR BY PLUGS IN THE END OF THE PIPE TO BE WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM _ W Z i a Im O 4 1. I PROVIDED AND INSTALLED BY THE CONTRACTOR IN AN APPROVED I, SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE PIPE. p a = LL C G. PIPE SHALL BE GREEN IN COLOR. PLUG VALVES MANNER, AND AT SUCH TIMES AND LOCATIONS AS MAY BE DIRECTED BY Z a PIPE JOINT SEALS A. PLUG VALVES SHALL BE NON —LUBRICATED ECCENTRIC TYPE WITH SEMI— THE COUNTY. 2. BACKFILL —ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARD PAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR OTHER I Q 9 STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR 'IN f. IF AN INSPECTION OF THE COMPLETED SEWER OR ANY PART THEREOF DEBRIS WHICH MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED. . 1 I i' A. "JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY NICKEL SEATS THE BODY. PORT AREAS SHALL BE AT LEAST 80 SHOWS AND MANHOLES, PIPES, OR JOINTS WHICH ALLOW THE BACKFILL SHALL BE PLACED IN THE TRENCH IN UNIFORM LIFTS OF WiTH ASTM DESIGNATION D3212. PERCENT OF FULL PIPE AREA FOR VALVES 20 INCHES ND SMALLER. INFILTRATION OF WATER IN A NOTICEABLE STREAM OR JET, THE 12 INCHES. m PORT AREA SHALL BE 70 PERCENT FOR ALL VALVES 24 INCHES AND DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED, AS N B. " THE JOINT SHALL REMAIN SEALED BY iTS OWN COMPRESSION AND LARGER. ALL VALVES 4 INCHES AND LARGER SHALL BE OF THE BOLTED DIRECTED. 3. COMPACTION — ALL FILL MUST BE COMPACTED BY HAND TAMPING I ADHESIVES SHALL NOT BE NECESSARY TO WELD OR FUSE THE GASKETS DESIGN. ALL EXPOSED NUTS, BOLTS, SPRINGS AND WASHERS SHALL BE FROM UNDER THE PIPE UP TO THE CENTER LINE. BACKFILL SHALL 0 TOGETHER. ' , HOT DIPPED GALVANIZED, EXCEPT EXPOSED HARDWARE FOR SUBMERGED VALVES SHALL BE OF STAINLESS STEEL. VALVE BODIES G. LEAKAGE BETWEEN TWO ADJACENT MANHOLES MAY BE DOUBLE THE AMOUNT ABOVE STATED, PROVIDED THE LEAKAGE FOR i BE COMPACTED IN LIFTS UP TO THE SURFACE TO ACHIEVE A 1 - -SEMI AVERAGE A MINIMUM COMPACTION OF 95 PERCENT OF MAXIMUM DENSITY IN - C. THE COMPRESSIVE STRESS WHICH IS DEVELOPED IN THE GASKET SHALL BE STEEL WITH 125-POUND ANSI STANDARD FLANGED ENDS TOTAL LENGTH OF ANY SIZE DOES NOT EXCEED THE AMOUNT FIRST i . ' ROADWAYS AND SHOULDERS, AND 90PERCENT IN EASEMENTS, IN ! MATERIAL SHALL BE AS HIGH AS IS PERMITTED BY THE STRENGTH OF FOR INTERIOR OR ABOVEGROUND SERVICE; MECHANICAL JOINT FOR STATED, AND PROVIDED THERE ARE NOT GUSHING OR SPURTING LEAKS: ACCORDANCE WITH AASATO T-180 AND ASTM D-2167. : THE BELL IN RING TENSION, WITH DUE REGARD TO FACTOR OF SAFETY, BURIED SERVICE AND FOR USE WITH THREADED CAST IRON OR DUCTILE I 1 I AND THIS STRESS SHALL -BE AT ITS MAXIMUM VALUE WHEN THE JOINT IS IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG H. ALL WATER USED IN TESTING AND FLUSHING SHALL BE FURNISHED AT j 4. DEWATERiNG - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY ' COMPLETELY ASSEMBLED. SHALL BE ONE PIECE AND OF SUFFICIENT DESIGN SO AS NOT TO REQUIRE THE CONTRACTOR'S EXPENSE. TRENCH. WELL -POINTING WtLL BE REQUIRED AS NECESSARY. ALL A STIFFENING MEMBER OPPOSITE THE FACE PLUG. WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK ' RETROFITTING SEWER LATERALS I. THE CONTRACTOR MAY USE AN AIR TEST IN LIEU OF THE EXFILTRATiON SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE I B. PLUG VALVES 6 INCHES AND LARGER SHALL BE EQUIPPED WITH GEAR TEST AS DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBMIT PLACES FOR DISPOSAL. AS PERMITTED BY LOCAL AND STATE GRAVITY SEWER SYSTEMS SHALL BE DESIGNED SUCH THAT LATERALS ARE - ACTUATORS, WHICH SHALL CLEARLY -INDICATE VALVE POSITION AND AN HIS PROPOSED METHOD TO THE COUNTY FOR APPROVAL. REGULATION. PROVIDED TO SERVE ALL UNITS AND LOTS. IN CASES WHERE SEWER LATERALS ADJUSTABLE STOP SHALL BE PROVIDED. CONSTRUCTION OF ACTUATOR _ i . MUST "BE ADDED TO A GRAVITY SEWER MAIN, CONNECTIONS SHALL BE MADE HOUSING SHALL BE SEMI -STEEL. ALL GEARING SHALL BE ENCLOSED, J. IF THE RESULTS OF THE AIR TEST ARE UNS�,TISFACTORY, AS DETERMINED 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY I USING A SADDLE OR BY INSTALLING A SEWER SERVICE WYE BRANCH AND A SUITABLE FOR RUNNING IN OIL WITH SEALS PROVIDED ON ALL SHAFTS TO BY THE COUNTY THE CONTRACTOR SHALL BE REQUIRED TO PERFORM BE NECESSARY FOR THE PROTECTION OF THE WORK, ' SLEEVE -TYPE ADAPTOR, WHICHEVER IS SPECIFIED BY IRCDUS FOR THE PREVENT ENTRY OF DIRT AND WATER INTO THE ACTUATOR. ALL SHAFT THE EXFILTRATiON TEST AS OUTLINED ABOVE. PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND I I PARTICULAR APPLICATION. ADAPTERS SHALL BE BY FURNCO OR APPROVED BEARINGS SHALL BE FURNISHED WITH PERMANENTLY LUBRICATED THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE ' EQUAL. SADDLES SHALL BE AS APPROVED BY IRCDUS. BEARING BUSHINGS. K. I AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL UNIFORM TO OSHA REQUIREMENTS. j ! ' THOROUGHLY CLEAN ALL OF THE PIPE BY FLUSHING WiTH WATER OR WASTEWATER AND RECLAIMED WATER FORCE MAINS C. THREE-WAY PLUG VALVES SHALL BE NON -LUBRICATED GEAR OPERATED. 1 j OTHER MEANS TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OR 1 I POLYVINYL CHLORIDE PIPE VALVE BODIES SHALL BE SEMI -STEEL WITH 125-POUND ANSI STANDARD OTHER MATERIAL WHICH MAY HAVE ENTERED DURING THE i I FLANGES, AND ALL PLUGS SHALL BE RESILIENT FACED. THREE-WAY ! CONSTRUCTION PERIOD. DEBRIS CLEANED FROM THE LINES SHALL BE SCOPE VALVES SHALL BE 3-WAY, 3-PORT, 270 DEGREE TURN. REMOVED FROM THE LOWEST OUTLET. IF, AFTER THIS OUTLET • ' CLEANING, OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. AFTER ' THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR D. PLUG VALVES AND ACTUATORS SHALL BE AS MANUFACTURED BY I THE PIPE IS CLEANED AND IF THE GROUNDWATER LEVEL IS ABOVE THE . O WASTEWATER AND RECLAIMED WATER FORCE ' MAINS. DEZURIK CORPORATION (100 SERIES), VALVEMATIC (1500 SERIES), OR PIPE, OR FOLLOWING A HEAVY RAIN, THE COUNTY WILL EXAMINE THE I EQUAL PIPE FOR LEAKS. iF DEFECTIVE PIPES OR JOINTS ARE DISCOVERED AT . GENERAL THIS TIME, THEY SHALL BE REPAIRED BY THE CONTRACTOR. TAPPING SLEEVES AND VALVES . POLYVINYL CHLORIDE (P.V.C.) PIPE SHALL BE ALLOWED FOR USE AS A L UPON COMPLETION OF THE WORK, THE SEWER SYSTEM OR SELECTED - WASTEWATER RECLAIMED WATER FORCE MAIN PIPE WHERE COMPATIBLE WITH A. TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITH _ SECTIONS . THEREIN SHALL BE SUBJECTED TO A FINAL TEST AND j . , THE SPECIFIC CONDITIONS OF THE PROJECT. ` THE USE OF MATERIAL OTHER DUCTILE IRON BODIES AND THE APPROPRIATE GASKETS FOR EACH TYPE INSPECTION. ALL WORK IN THE SYSTEM OR SECTIONS THEREIN BEING I �„/ THAN POLYVINYL CHLORIDE MAY BE REQUIRED BY IRCDUS FIELD PERSONNEL, OF SERVICE MAIN, AND BE AS MANUFACTURED BY MUELLER COMPANY, TESTED SHALL BE COMPLETE, CLEANED AND READY FOR USE. TESTS IF iT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE FOR THE OR APPROVED EQUAL SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS 1 . . PARTICULAR APPLICATION. TO LINE, GRADE, CLEAN LINES, INFILTRATION, EXFILTRATION AND Y• B. TAPPING VALVES SHALL BE MECHANICAL JOINT AND SPECIFICALLY FOR WORKMANSHIP. I - i , � PIPE MATERIALS FOR SIZES 4" THROUGH 12" THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND BE AS MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL M. 1 +INSPECTION OF MAINS SHALL BE BY USE OF A SELF-CONTAINED - �/ A ALL PIPE ND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING TELEVISION SYSTEM AND CAMPING. THESE FACILITIES SHALL BE I W POTABLE WASTEWATER OR RECLAIMED WATER SHALL BE DESIGNED FOR C. STAINLESS STEEL WRAPAROUND TAPPING SLEEVE ND VALVE MAY BE • PROVIDED AND OPERATED BY THE CONTRACTOR AS SPECIFIED BELOW: . i 1 A MINIMUM WORKING PRESSURE OF 150 PSI. USED IF APPROVED BY THE DEPARTMENT OF UTILITY SERVICES. 1 . w _ THE CONTRACTOR SHALL PROVIDE THE COUNTY WITH VIDEOTAPE i • B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST TESTING ND INSPECTION OF WATER MAINS, RECORDINGS, ON VHS FORMAT, OF THE INTERIOR OF ALL MAIN AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. WASTEWATER FORCEMAINS AND GRAVITY SEWERS LINE GRAVITY SEWERS 8 INCHES IN DIAMETER ND LARGER. THE P.V.C.' PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS TAPES SHALL BE CONTAINED IN A APPROVED CARTRIDGE -TYPE - 12454--B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING CONTAINER. THE TAPES SHALL BE RECORDED BY PULLING A . cc IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. TELEVISION CAMERA THROUGH THE LINE ALONG THE AXIS OF THE A. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM WITH PIPE. THE TELEVISION EQUIPMENT. SHALL CONSIST OF A SELF- W C. POLYVINYL CHLORIDE PRESSURE PIPE SMALLER THAN 4" SHALL BE AS SECTION 4 OF THE LATEST EDITION OF AWWA C-600 SPECIFICATIONS FOR CONTAINED CAMERA AND A MONITORING UNIT CONNECTED BY A I APPROVED BY IRCDUS. D.I.P. AND AWWA M-23 FOR PVC PIPE WITH THE EXCEPTION THAT THE I COAXIAL CABLE. THESE RECORDINGS SHALL BE DONE DURING THE ' ' . . 1 CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS INSPECTION OF THE MAINS. MONITORS SHALL BE AVAILABLE TO I - D. POLYVINYL CHLORIDE PIPE SHALL BE AS MANUFACTURED BY JM AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR THE ENGINEER AND OWNER DURING THESE INSPECTIONS. . . "POLAROID . . I . MANUFACTURING COMPANY, OR EQUAL. DESIGNATED REPRESENTATIVE SHALL BE PRESENT DURING ALL TESTING, MONITORS SHALL ALSO BE PROVIDED WITH A TYPE W TELEVISING AND FINAL INSPECTIONS. . I CAMERA SO THAT, AS MAY BE REQUESTED BY THE COUNTY, PHOTOGRAPHS WILL BE MADE OF A PARTICULAR PORTION OF THE I , I . E. THE PIPE USED FOR WASTEWATER SHALL BE BROWN OR GREEN IN COLOR. I ' THE PIPE USED FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR B. THE PRESSURE .REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST 1 MAIN BEING VIEWED. THE TAPES SHALL 8E PRbPERLY EXPOSED . :, . I I . SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF i AND THE CAMERA SHALL BE iN PROPER FOCUS SO THAT GOOD, I . ; I . • . I - JOINTS TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT CLEAR RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES , . . .. THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150 j SHALL BE IDENTIFIED BY AUDIO RECORDINGS NOTING THE . .. 'A. JOINTS FOR P.V.C. PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON PSIG (100 PSIG FOR FORCEMAIN). THE CONTRACTOR SHALL PROVIDE I MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL . . RUBBER GASKET TYPE ONLY, NO SOLVENT WELD OR THREADED JOINTS TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE CONNECTIONS, DIRECTION OF LATERAL CONNECTION, AND ANY Q , `' ` WiLL BE PERMITTED. REQUIRED TEST PRESSURE. CORPORATION COCKS AT LEAST 1 INCH IN LEAKS, CRACKS OR PiPE DEFECTS. " EACH CARTRIDGE SHALL BE I i o DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED CLEARLY MARKED AS TO THE CONTENTS AND NUMBER, WITH AN i I B. OTHER TYPE 'JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATION AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE. I INDEX OF ALL CARTRIDGES. VIDEOTAPES OF THE COMPLETED i Ow UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY THE DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST I MAINS SHALL BE DELIVERED TO IRCDUS. THE CONTRACTOR SHALL . 1 w ENGINEER. > . OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING. I . PROVIDE ANY ASSISTANCE REQUIRED BY THE COUNTY TO ASSIST ', I . THE ENGINEER WITH VISUAL INSPECTIONS. C. RESTRAINT SHALL BE BY NAPPCO C-1300 RESTRAINER OR APPROVED - C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WiTH THE HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2 I GENERAL DESIGN DATA . . i 0 . . .: . EQUAL. :. HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE ' I FITTINGS REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE GRAVITY SEWERS .� . ' AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE f ... . • - A. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS - ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND - A. i ALL SANITARY SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INDIAN RIVER COUNTY WASTEWATER MASTER PLAN. DESIGN TO BE CONFORM TO AWWA SPECIFICATION C110 (ANSI 21.10). FITTINGS SHALL BE FACTORY LINED AND COATED. THE EXTERIOR OF THE FTTINGS SHALL ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE -LINES ; DONE ACCORDING TO (10) STATE STANDARDS AND CURRENT / - HAVE A BITUMINOUS COATING TO A MINIMUM DRY FILM THICKNESS OF SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE REGULATORY AGENCY REQUIREMENTS. _ ' 2.0 MIL THE INTERIOR OF THE `FITTINGS SHALL HAVE ACOLA-TAR EPDXY ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS ' 1 ' f LINING. THE COAL -TAR EPDXY MATERIAL SHALL BE APPLIED IN 2 COATS REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL` AIR B. GRAVITY SEWERS SHALL BE DESIGNED FOR ESTIMATED PEAK FLOW AT i. I U WITH A MINIMUM DRY FILM THICKNESS OF '16.0 MILS. REMOVED, AND THE PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR ULTIMATE DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A I'::. . .. `` ' M THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED SELECTED PEAKING FACTOR AND THE PROJECTED OR KNOWN DAILY .: '' .I i W B. THE PRESSURE RATING SHALL BE 250 PSI. , . , . BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING THE WATER REQUIRED JO MAINTAIN THIS PRESSURE. THE FLOW AT ULTIMATE SYSTEM DEVELOPMENT. I { ! " ..` . . . 1 48 • HOURS BEFORE DIGGING . .. . ' JOINT RESTRAINT SHALL BE BY NAPPCO C-i300 RESTRAINER, OR AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING C. I PROJECTIONS OF AVERAGE DAILY FLOWS SHALL BE MADE USING A PER ! . I 1 I. ' , . . I CALL TOLL FREE .C.. APPROVED SHALL BE IN ACCORDANCE WITH THE ,APPLICABLE PROVISIONS AS SET CAPITA SEWAGE FLOW OF 100 GALLONS PER DAY ANO iN ACCORDANCE . r. , i . . �/ / ,EQUAL. , .. 1 ,, ... fORTH IN SECTION 13 OF AWWA STANDARD C600. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR I WITH INDIAN RIVER COUNTY ORDINANCES. PEAK HOUR (DESIGN) FLOWS SHALL BE ESTIMATED USING A PEAKING FACTOR OF 2.0 TIMES THE - I •' . j % — — 2�L�7 O z Q D. TWO-INCH WIDE IDENTIFICATION TAPE SHALL' BE SPIRAL -WRAPPED OR" .-, L': . F_ , AFFXEO TO THE TOP OF THE PIPE. TAPE SHALL HAVE THE WORDS FORCE ;' DETERMINED BY- THE FOLLOWING FORMULA. ; AVERAGE DAILY FLOW, OR AS OUTLINED WITHIN (10) STATE STANDARDS. . . . .I ; I .: •. to MAIN" OR "RECLAIMED WATER,," 'AS APPLICABLE. IN 3/4 INCH HIGH , . . . LETTERS,' APPEARING ONE OR MORE TIMES EVERY INCHES. 1 /2 .. L' = NO x (P) r: . � .. I .... '. ... .. ! " . . •:. 1 - .. U.N.C.L.E. UNDERGROUND UTILITIES % -' �- Q m ,. i -24 , . - 7400 , : . I NOTIFICATION CENTER _ cwn .'.: . TWO-INCH WiDE DETECTION TAPE SHALL BE INSTALLED 12 TO 18 INCHES L ALLOWABLE LEAKAGE IN GALLONS PER HOUR '' . . i • ' . ' AR N N TAP ME - AS ABOVE.: - BELOW FINISHED .GRADE..- M Kt G 0 ESA . .. ' ;. ..'.:.. " .. ,, . .,. I '.. . -� : . - " :.' . - . -. - . :_: N NUMBER OF JOINTS IN THE SECTION TESTED I ... . , ', . i. . . :. _. ,. . . , u .l I , .. . ' D - NOMINAL DIAMETER OF THE PIPE IN INCHES 1 . 1 .. :, ! . . . „•. _ . . •. I P =AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST ' h : , • ; _ .: IN POUNDS PER SQUARE INCH GAUGE 1, 9 i_ - " ', i . F. .. OF 10 . ., . ._,. . . . : ..• I' - E B 1 1997 :. y . , : _ -: :1 . , , .. . R4/VDA[l t.EE user, Ft # 2s _ 96 505 .._ . . _. .: .. i . . :.. , . :. ,. j .. . ; . . .:,. . I . . , • : . . _ . _. _.__ . ,. ... . . . . . I i. Nury uuuu ruMr z)rtulrllHllvly The following shall be included: 1. Soil modulus of 700 psi. ec cuvtK (LUGKAr3LE) SCH 80 PVC UNION OR FLANGE Part 1 - General 2. Soil density of 120 Ibs/ft 1 1. Flasher and alarm horn with silence alarm reset 1. 01 Furnish and install two non -clog pumps 'to„deliver 1 Al 3. Luschers safety factor of 2.0. S.S. HINGES . FIBERGLASS WET WELL FIBERGLASS VALVE BOX LOCKABLE mounted on the outside of the enclosure (LOCKABLE) GPM against a total head of feet Total Dynamic Head 2• Emer Emergency generator receptacle tacfe EGR if re aired Material for the FRP shall be as follows: TDH Pumps shall be capable of handling domestic sewage with g y g p ( ) q EMERGENCY PUMP OUT ( ) P P j Resin: The resins used shall be a commercial grade unsaturated W/ QUICK CONNECT CPLG. minimal maintenance. The motor shall be' _ HP, RPM, 3. Lightning arrestor. A lightning arrestor shot[ be field mounted polyester resin. _�]� VOLT/�_ PHASE/ 60 HERTZ.. The motor shall be by electrician at the switch disconnect ahead of the control panel, i. an integral part of the pumping unit. Pump discharge size The lightning arrestor shall meet or exceed the requirements ! Reinforcing Materials: -The reinforcing material shall be commercial I shall be lid inch. Pump, 'control system, and FRP of ANSI/IEEE Std. C62.1-1984 section 8.6.1. and 8.7.3. and be UL grade "E" type glass in the form of mat, chopped or roving fabric, (fiberglass reinforced polyester) wetwell shall be "CBG/LIFT PAC' listed. having a coupling agent that will provide a suitable bond between provided and manufactured b Gerber Pum s, Inc., TM 4. Four float duplex system. The third float shall energize the glass reinforcement and the resin. 2" PVC DRAIN LINE P Y. P P Y 9 PNE DISCHARGE Winter Park, Florido.(407) 671-3599 © 1988 the lag pump. The fourth float shall energize the alarm. p _ . 5. Elapsed time meters. Non-resettable elasped time meters Fillers and Additives: Fillers of any type shall not be utilized. . Contract award shall be on the basis of the base bid CBG/Lift PACTM shall be mounted on the deadfront to indicate pump run Additives, such as thixotropic agents, catalysts, promoters, etc., may. VENT 0 system. Alternative deductive systems shall be considered only time. be added as required by the specific manufacturing process to be 111 Wafter contract award. Alternative deductive system must be specified 6. Phase/voltage monitor control device for protection of pump used to meet the requirements of this specification. I at bid time. The contractor shall reimburse the engineer for motors from either loss of phase (3,0) or low voltage. additional expenses to review alternative system. Any savings shall Part 3 - Execution. be shared with the owner. 2.03 FASTENER and APPURTENANCES- Ai! fasteners, lifting cables, float PVC DISCHARGE 3.01 INSTALLATION - shall be in strict accordance with the manufacturer's cable bracket and appurtenances shall be made of AISI 304SS or ! instructions and recommendations in,the the locations shown on the Due to the superior corrosion ,resistance and leak proof design PP i of fiberglass, a concrete wetwell will NOT be permitted. other material inert to the highly corrosive atmosphere of a sewage drawing. lift station. Hinges for the wet well and valve box shall be AISI The entire' lift station system shall be supplied by the pump 304SS minimum. 3.02 INSPECTION AND TESTING -A factory representative shall be supplier and certification of supply will be required. provided for one (1) day and shall have complete knowledge of i. LIFT STATION PLAN An aluminum slide/latch assembly shall be provided for holding proper operation and maintenance to inspect the final installation j! the doors open on both the wet well and the valve box. and supervise the test run of the equipment. Part 2 Products 2.01e - Pump shall be of the centrifu al non -clog type 7 Slide rails shall be SCH 40 AiSI 304SS pipe . Me er the motor. The um motors shall be me ed out prior 1-1/4"x 2" P 9 9 YP -Q- 99 pump 99 Model 8-) or equal with an integrally built submersible Pump lifting devices shall be made of AISI 304SS .,(min.) cable to startup to ensure the insulation of the pump motor/cable type motor. The pump shall be mounted in the FRP basin in (1/4'min) or 304SS chain of sufficient size, with `safety factor to system is intact. 2' $1zE 2" PVC VENT 2 FIBERGLASS VALVE BOx FRP VALVE BOX such a way that solids are fed ` in an up -flow direction to handle safely the specific pumps. AISI 304SS (min.) pump lifting l (2-3) FIELD INSTALLED W/SCREEN 30 •' „ 0 the impeller.' bails shall be provided. The pump controls and pumps shall be `checked for mechanical I KNOCKOUTS FOR ( 24 x . X 3 p) ( X x D) Motor shall have two heavy duty ball bearings to support the reliability and proper operation. ELECTRICAL CONDUITS pump shaft and take radial and thrust loads. Ball bearings shall 2.04 FRP PRODUCTS -The pump wetwell shall be manufactured of fiber PVC INCREASER EMERGENCY PUMP OUT glass reinforced polyester (FRP) of diameter and depth as shown NOTES: W/ QUICK CONNECT CPLG. FIN GRADE be designed for 50,000 hours B-10 life. Stator shall be heat a SCH 80 PVC on the lift station elevation detail. The basin wetwell wall thickness shrunk into the 'motor housing, On single phase motors a line break / 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. overload shall be attached to the windings to stop the motor if shall be adequate for the depth of the tank to maintain structural f the temperature Of the winding IS more than 130 C. a integrity in the following condition: 2. DRAWING IS NOT TO SCALE. '� \ \ ` PVC This CABLE HOLDING INCREASER overload will automatically reset when the motor cools to safe BRACKET 3. ALL DIMENSIONS AND SPEC►FICATiONS SUBJECT TO CHANGE WITHOUT NOTICE. (S S.) 2 )I PVC Z operating temperature. On three phase motors overcurrent protection should be provided' in the control panel. The common ELECTRICIAN To FIELD WIRE 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. SCH 80 pump -motor shaft shall be of AISi 416 stainless steel. TO CONTROL PGmd. Q w, Q PH 6oHz, 4W TO CONTROL PANEL DISCHARGE LINE M Seal - Motor shall be protected by mechanical seal. Seal faces 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. •. N SS LIFTING •. •. , . . shall be lubricated by the oil- filled motor housing above the seal. / \ LA FIELD INSTALLED O SWITCH IM 2M N 6. ALL ELECTRICAL WORK SHALL BE 1N ACCORDANCE WITH LOCAL CODES. CABLE Ll L2 N DISCONNECT 41 5 46 . A PLUG VALVE Faces shall be carbon and ceramic and lopped to a flatness of one I HEATER EL. light band. Seal faces of tungsten carbide are optional I I SEAL LEAK 1 83 N * 7• ELECTRICIAN TO RUN TWO (2 HP PUMPS) / THREE (3 HP & LARGER PUMPS) 8 i Impeller -Shall be cast iron' of the 2 vane non -CIO enclosed �I� I 41 N SEPARATE 2" CONDUITS (ONE EACH FOR HIGH & LOW VOLTAGES) PER 8 2" PVC DRAIN PLUG VALVE p 9 �\ I I L / N SEAL LEAK 2 84 N ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL. ('P-TRAP') .r type capable of passing ,�_ dia. size Solids. `� 41 N * 8. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER b 1-1/4 ®RIGHT OF WAY Vane inlet tips shall be carefully rounded to prevent stringy material I _ / EGR 6R 2 24 HORN AND CONTROL PANEL EL. Q CHECK VALVE from catching in the vanes. Pump -out vanes shall be used on 41 R1 23 23 ALARM HORN N * 9. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL "INLET10 front and back shrouds and impeller shall be dynamically balanced GFI s 3 FILL BOX AS NEEDED WITH ALARM LIGHT AND INSIDE OF CONTROL PANEL. FIELD 1 T D 2' MIN. by grinding on shroud faces. 'Impeller shall be driven by stainless MCB ECB v"'P'' 41 12avAc AL N ��• 1-1/4 CONCRETE TO PROVIDE steel shaft key and held in place with lock screw and washer. 7 2 - 10 FS IOGVA * 10. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH „ PROPER DRAINAGE do BALLAST yyn impeller and motor shall lift Off Case as a unit without disturbing vM1 24vAc , CTR-N DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL). SCH 80 PVC discharge piping. 41 PUMP I PUMP 2 CCB 11 11. BOTH WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS Pump Case -The volute case shall be cost iron and have a flanged r asA> 2M FOR LocKiNG. I MCP1 r MCP2 center line discharge. Discharge flange shall be _� inch standard 27 34 SS PUMP SLIDE RAILS ( " SCH 40 AISI 304SS PIPE) with bolt holes straddling center line. I ciB I I ci6 I 1` OFF .7�271PR 12. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. LIFTING BAIL 13 11 T'STAT Pump' A ens e o and Motor Costing - All costin s shall be high tile I I I I FR1 D IN PUMP 9 9 6 � 4 MCPl 13. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. cost iron and shall be treated with phosphate and chromate I O/L I I D/L I 11 LEAD 1 g 13 • . iM PUMP 1 rinse. All fasteners shall be 304 stainless steel. L - L - - - J ' FR2 1 PR 14. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. CONTRACTOR 2 0 IM 2M ALT 1 T'STAT INSTALL TOP EL. Power Cables - Power cable 'shall be double sealed. Cable entry LAG 2 4 HO A IN PUMP GROUT 1.5 1 PUMP DISCHARGE WITH SEALING FLANGE into cord capshall be "sealed b a cord grip fitting. Individual wire ITI IT2 2T1 2T2 2 7 20 18 T MCP2 Y_ 9 P 9 ELECTRICIAN NOTE SLOPE FR3 • • 2M PUMP 2 entry into top of motor housing shall be sealed by a rubber sc1 Rcl c2 Rc 11 3 6 3a CONCRETE GROUT AS REQ'D compression sealing 'grommet; SR SR2 HIGH LEVEL CTR-N BY OTATIONER TO PREVENT D3 Insulation of power cable shall be type SOW/SOW-A. [55 1 s 1 10 28 28 HIGH - INVERT EL 0 • • 7 1 8 LEVEL PUMP DATA CHART WITHEBO MONOLITHIC SLAB OUR INLET c 2.02 DUPLEX PUMP CONTROL PANEL - Each non-clogum control FR4 SIL NCE ALARM �. H.L.A. EL. 0 panel ; shall control two a HP, _Q / iC�il / 60 Hz. III IR21W 2B 2R 2W 28 7 8 Q PRIMARY PUMP CAPACITY GPM EL. non -clog pumps. The four .float control system shall , • , • 28 s 3 38 CONCRETE BALLAST REQ'D o v o 0 0 0 0 _ 2ND PUMP ON EL. 0 Operate on 24 volt service. _ = Q PRIMARY TDH FT PER FOOT OF WETWELL DEPTH: ELECTRICIAN INPUT CONNECTION BLOCK • ► • ► • . • The enclosure shall be NEMA 3R, minimum 24 Hlgh, 2-0 wide, 8" deep, fabricated from AISI 304 stainless steel P I P 2 112 1111 11112110W 1 1 1 116114 83 N 018 84 N with provision for padlocking. The a - ti N bockponel and hinged deadfront shall be constructed of a UFR3 W W corrosion resistant T6065 alloy aluminum. W R4 H H H H All bolts, nuts, washers, lock washers, aFRi FR2 t P IIN PUMP J and machine screws shall be stainless steel. The enclosure shall have external mounting feet to allow for wall mounting. The deadfront shall be held closed by an easily opened locking device. All components mounted to or protruding through the deadfront shall be identified by lettering engraved in 2 ply phenolic engraving stock. The following components shall be mounted through the deadfront: ENERATOR 1 Main circuit breaker (if EGR used) ECEPTAC f 1 Emergency circuit breaker (if EGR used) I 1 Control Convenience receptacle circuit breaker 1. Duplex GFI convenience receptacle L 2 Pump run indicator lights 2 Hand -off -auto switches Z' Manual overload resets 2 Two pole pump circuit protectors with on/off switch (1 a three pole (3 0)HORN The ;following shall be ' mounted to the backponel: 2 ' Motor circuit protectors providing single phase sensitivity ' HOR SILENCE and Class 10 ambient temperature compensated thermal overload protection as defined in NEMA Standards (Part ICS 2-222) and complying with IEC-292 and IEC-157-1 Standards. - Definite' purpose contactors are not acceptable. ALARM LIGHT WITH GUARD © SECONDARY PUMP CAPACITY GPM v b . v p v v v 48" DIA. = .33 YD3/FT _ ® SECONDARY TDH FT 1ST PUMP ON EL. © PEAK INFLUENT FLOW RATE GPM » � PUMPS OFF EL (1) PUMP CYCLE TiME MIN. CONCRETE BASE SLAB AS PER BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18 O.C. O 7O PUMP SYSTEM MANUFACTURER GERBER ELEVATION CHART BOTTOM EL. ® PUMP MODEL N0. WGL-20 LI FT STATION SECTION (1)R.P.M. 3450 Qa TOP OF WETWELL XX 10 HORSE POWER 2 a0 TOP OF VALVE BOX XX ® SEE ELEVATION CHART FOR THRU NEUTRAL BLOCK © ELECTRICAL -VOLTS/PHASE 230 3 INLET INVERT XX GROUND LUG \ / FULL LOAD F.L.A. PER PUMP V/ © HIGH LEVEL ALARM XX LEVEL CONTROL ® AMP. F.L.A. TOTAL n dO 2PUMP ON XX DIAGRAM (a) PUMP DISCHARGE SIZE 1 -1 /4" e0 11t PUMP ON XX ECB MCB CCB ® MIN. DIA. SOLIDS Qf PUMPS OFF XX SWITCH DISCONNECT CTR MCPl MCP2 Q IMPELLER DIA. 4" 90 BOTTOM OF WET WELL CONTROL PANEL XX ELECTRIC METER ®� • • e e • • (CONTRACTOR I o a LOCATE) I Y0�y4V ° GENERATOR RECEPTOR ❑ ❑ .. e • • • r� T LIGHTNING ARRESTOR C O M t O N E N I LEGEND MODEL N0. A3042 (O.A.E.) O ELECTRICIAN FIELD MOUNTED BY NOTICE SC 6 RC UNISTRUT (OR EQ.) SEAL OFFS -(2"> THESE DRAWINGS AND SPECIFICATIONS ARE a ° MCB - MAIN CIRCUIT BREAKER FIR - FLOAT REGULATOR - - (2)- 2" CONDUITS REQ'D FOR 2 HP PUMPS BEING MADE AVAILABLE BY GERBER PUMPS, RELAY VM/PM II n II II ECB - EMERGENCY CIRCUIT BREAKER CTR - CONTROL TRANSFORMER (3)- 2" CONDUITS REQ'D FOR 3 HP AND INC. SPECIFICALLY FOR USE IN PREPARING MCP - MOTOR CIRCUIT PROTECTOR ETM - ELAPSED TIME METER LARGER PUMPS CONSTRUCTION DRAWINGS. ANY OTHER USE ALT. C ° ° II II II II C/B - CIRCUIT BREAKER AH - ALARM HORN 3/4 " HOSE BIBS ins AND/OR MODIFICATION OF THIS DRAWING " CCB - CONTROL CIRCUIT BREAKER AHS - ALARM HORN SILENCER WATER LEVEL CONTROL WITHOUT THE PRIOR WRITTEN PERMISSION SR P1/P2 PUMP 1/PUMP 2 LA - LIGHTNING ARRESTOR 3/4" GALV RISE TO PUMP NO. 1 INPUT TERMINALS EGR - EMER GENERATOR RECEPTACLE SC - START CAPACITOR (10) TO PUMP NO. 2 OF 'GERBER PUMPS, INC,' IS PROHIBITED, MS - MOTOR STARTER RC RUN CAPACITOR (10) SLEEVE REQUIRED 2" GAL. PIPE OR EQUIV. © 1988 RL - PUMP RUN INDICATORS SR - START RELAY (10 .POSTS i GROUND CONTACTOR OL - OVERLOAD HEATERS PTS - PUMP TERMINAL STRIP GRADE + .•; RTS LUGS ® • �• • HOA - HAND -OFF -AUTOMATIC SWITCH GIRD GROUND CN ••� / \ GFI - DUPLEX GRND. FAULT RECEPT. PS - FUSE CONC• SLAB 48" Lx12" Wx10" D PTS ALT - PUMP AUTOMATIC ALTERNATOR R - RELAYS TO WATER SUPPLY-,,f� OR CON(. AROUND POSTS GROUND ROD es rr VM/PM - VOLTAGE/PHASE MONITOR RTS - REGULATOR TERMINAL STRiP 12 0 x 24 DEEP DEAD FRONT LAYOUT "TYPICAL N/S SUB PANEL LAYOUT "TYPICAL" N/S NOTE: IPTB - INCOMING POWER TERM. BLOCK N- NEUTRAL REDUCED PRESSURE (RPZ) BACKFLOW PREVENT, -,,TO SERVICE LOCATION / ENCLOSURE - N.E.M.A. 3R AISI 304SS NTB - NEUTRAL TERM. BLOCK 0/ L - OVERLOAD TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/POWER CO.) / W/ALUMINUM DEAD FRONT CONSTRUCTION LIFT STATION. 'FEBCO MODEL #825Y OAE' I / - - - \ U,M S AND LOCKING HASP ' P . "Creative Pumping Solutions" DUPLEX PUMP CONTROL PANEL LP5MDIGC - 10/5/93 ELECTRICAL RISER N O ie 1 ' z. � • r 0 N Of M z Q a 0 U Z C0 W o o Q UJI (4a N CO _ U Za°tl Za_°` 0 W a O t` W zF 4°v Q O C4 m O 4 = IL Z O Ix a m C0 0 2 J Q W 0 Z O CO Z f VJ rO VUJ > `W Y Um z Q , i= a m Lj1 SHEET C9 OF 10 I,131997 96-505 , :, .. . .. a ., .. .. . . . , , .: : .. .. _ �, y ,. .. ,.., a. t ", .., , . r ,, .. : ( .. • , T1 ! .,. , .. .. ,:..: :: .. .:. - t ., V - S Is . Su BMERSiBLE WASTEWATER PUMPING "STATION '' I ; ,:• ,i ' GENERAL • e 1' - 2. THE IMPELLER SHALL BE CONSTRUCTED OF NODULAR IRON SP. THE ; C .. CO STR N UCTION t - ` :. i1, D. AT LEAST 2 PUMPS SHALL BE PROVIDED FOR STATIONS HANDLING FLOWS OF . ,, . . HYDRAULIC DESIGN SHALL INCORPORATE SINGLE VANE ' 700 GALLONS PER MINU TE (GPM) OR LESS. A MINIMUM OF 3 PUMPS SHALL BE ... A. THE STATION SHALL BE COMPLETE WITH PUMPS, MOTORS,' PIPING.: VALVES, .' CENTRIFUGAL IMPELLER. THE DESIGN SHALL PERMIT LOW LIQUID .. . ... 1. THE ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN j . PROVIDED IN STATIONS WHERE PEAK DESIGN FLOW EXCEEDS 700 GPM. IN ELECTRICAL WORK (INCLUDING MOTOR CONTROLS), STRUCTURE. ;. , VELOCITIES AND GRADUAL ACCELERATION AND CHANGE OF FLOW .. �F A MODIFIED NEMA 3R, UL RATED, STAINLESS STEEL, DEAD FRONT . - i : . ALL CASES, STANDBY PUMPING CAPABILITY SHALL BE PROVIDED SUCH .: . CONNECTIONS AND APPURTENANCES, TESTED AND READY FOR SERVICE DIRECT{ON OF THE PUMPED MEDIA. THE IMPELLER/CASING DESIGN .. ENCLOSURE. THE ENCLOSURE SHALL BE EQUIPPED WITH A DOOR AND THAT IF ANY ONE PUMP IS OUT OF SERVICE, AN ALTERNATE UNIT IS PRIOR TO THE SIGN -OFF OR ACCEPTANCE OF INDIAN RIVER COUNTY. " .. . , SHALL RESULT IN A PASSAGE FREE OF SURFACES TO WHICH SOLID OR MAY fNCORPORATE A REMOVABLE BACK PANEL ON WHICH CONTROL AVAILABLE AT EQUAL` OR GREATER CAPACITY. . . , FIBROUS MATERIALS CAN ADHERE. THE OVERALL PUMP DESIGN COMPONENTS SHALL BE MOUNTED. BACK PANEL SHALL BE SECURE 0 B. THESE SPECIFICATIONS ARE""INTENDED TO GNE A GENERAL. DESCRIPTION SHALL COMBINE HIGH EFFICIENCY, LOW REQUIRED NPSH, LARGE TO ENCLOSURE WITH COLLAR STUDS. ALL LINES ENTERING THE E. :.' THE SEWAGE PUMP.. SYSTEM SHALL BE CAPABLE OF PUMPING DESIGN PEAK .. OF WHAT IS REQUIRED, BUT DO NOT COVER ALL DETAILS,` WHICH WILL VARY BALL PASSAGE AND THE ABILITY TO HANDLE HIGH SOLIDS ENCLOSURE SHALL BE PROTECTED BY DIAPHRAGM TYPE SEALS AT I ; . ' FLOW AT MAXIMUM COMPUTED SYSTEMS TOTAL DYNAMIC HEAD, AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE EQUIPMENT AS • CONCENTRATIONS EFFICEENTLY. ALL OTHER PARTS SHALL BE OF THE SOURCE AND SHALL BE BEHIND THE DEAD FRONT ENCLOSURE, j :.: SHALL BE COORDINATED WITH FORCE MAIN SYSTEM SIZING. ' . OFFERED. R IS, HOWEVER, INTENDED TO COVER THE FURNISHING, :THE CLOSE GRAIN GRAY IRON CONSTRUCTION, WITH ALL PARS COMING ENTERING FROM THE SIDE OR BOTTOM ONLY. THE SEALS SHALL 1 ! ' SHOP TESTING, THE DELNERY AND COMPLETE INSTALLATION AND FIELD INTO CONTACT WITH SEWAGE PROTECTED BY A COAT OF RUBBER- PREVENT MOISTURE FROM ENTERING THE ENCLOSURE. TWO CR SE- OU "CGB" F. PUMPS SHALL BE CAPABLE OF PASSING SPHERES OF AT LEAST 3 INCHES IN k TESTING OF ALL MATERIALS, EQUIPMENT AND APPURTENANCES FOR THE . ASPHALT PAINT. ALL EXTERNAL BOLTS AND NUTS SHALL BE OF HINDS TYPE CABLE CONNECTORS, OR EQUAL, SHALL BE j DIAMETER, AND PUMP SUCTION AND DISCHARGE PIPING SHALL BE AT LEAST - COMPLETE PUMPING UNITS AS HEREIN SPECIFIED, WHETHER SPECIFICALLY STAINLESS STEEL. THE IMPELLER SHALL BE OF A CENTRIFUGAL TYPE, PROVIDED TO TERMINATE THE MOTOR CABLES IN THE CONTROL " j 4 INCHES IN DIAMETER. , MENTIONED IN THESE SPECIFICATIONS OR N OT. : CAPABLE OF PASSING 3-INCH MINIMUM DIAMETER SOLIDS, FIBROUS - ' UTf `': MATERIAL AND HEAVY SLUDGE. . W►THE A NEOPRENENBUS�RNGSSU TABLE FORATHE MOTOR CABLOESd G. WET WELLS SHALL BE A MINIMUM OF 4 FEET IN DIAMETER AND SIZED TO i : C. FOR ALL UNITS THERE SHALL BE FURNISHED AND INSTALLED 'ALt SUPPLIED. PROVIDE A MINIMUM PUMP CYCLE TIME OF 10 MINUTES. ADDITIONALLY, i ' NECESSARY AND DESIRABLE ACCESSORY EQUIPMENT AND AUXILIARIES, 3. EACH PUMP SHALL BE PROVIDED WITH A TANDEM DOUBLE 2. COMPONENTS WET WELLS SHALL PROVIDE SUFFICIENT SPACE FOR INSTALLED EQUIPMENT I WHETHER SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS OR NOT, MECHANICAL SEAL RUNNING IN AN OIL RESERVOIR, COMPOSED OF AND REQUIRED SUCTION PIPE SUBMERGENCE AND SPACING. THE WET WELL � '' . AND AS REQUIRED FOR AN INSTALLATION INCORPORATING THE HIGHEST TWO SEPARATE LAPPED FACE SEALS, EACH CONSISTING OF ONE A. ALL MOTOR BRANCH CIRCUIT BREAKERS, MOTOR STARTERS FLOOR SHALL HAVE A MINIMUM SLOPE OF ONE-TO-ONE TO THE HOPPER STANDARD FOR THE TYPE OF SERVICE, INCLUDING FIELD TESTING OF THE STATIONARY AND ONE ROTATING TUNGSTEN -CARBIDE OR SILICON i AND CONTROL RELAYS SHALL BE OF HIGHEST INDUSTRIAL I BOTTOM.:' ENTIRE INSTALLATION AND INSTRUCTING THE REGULAR OPERATING CARBIDE RING WITH EACH PAIR HELD IN CONTACT BY A SEPARATE a > QUALITY, SECURELY FASTENED TO THE REMOVABLE BACK I ll t PERSONNEL IN THE CARE, OPERATION AND MAINTENANCE OF ALL SPRING, SO THAT THE OUTSIDE PRESSURE ASSISTS SPRING PANELS WITH SCREWS AND LOCK WASHERS. BACK PANELS H. A SEPARATE VALVE VAULT SHALL BE PROVIDED TO HOUSE THE GATE ', : EQUIPMENT. COMPRESSION IN PREVENTING THE SEAL FACES FROM OPENING. THE ! VALVES, ?'CHECK VALVES, AND THE EMERGENCY PUMP CONNECTION. THE ' COMPRESSION SPRING SHALL BE PROTECTED AGAINST EXPOSURE TO SHALL BE TAPPED TO ACCEPT ALL MOUNTING SCREWS. SELF- I. VAULT SHALL BE OF SUFFICIENT SIZE TO ALLOW FOR INSTALLATION, i DESCRIPTION OF SYSTEMS THE PUMPED LIQUID. THE PUMPED LIQUID SHALL BE SEALED FROM i TAPPING SCREWS SHALL NOT BE USED TO MOUNT ANY I I REMOVAL, AND MAINTENANCE OF THE VALVES. THE BOTTOM OF THE THE OIL RESERVOIR BY ONE FACE SEAL AND THE OIL RESERVOIR I COMPONENT. is 1 . VALVE VAULT SHALL BE A MINIMUM OF 12" ABOVE HIGH WATER LEVEL. THE PUMP STATION SHALL BE COMPRISED OF A CONCRETE WET WELL, CONCRETE FROM THE MOTOR CHAMBER BY THE OTHER. THE SEALS SHALL B. A THERMAL -MAGNETIC AIR CIRCUIT BREAKER, AS THE WET WELL ELEVATION, ALONG WITH THE VALVE VAULT TOP ` VALVE PIT, AT LEAST TWO SUBMERSIBLE WASTEWATER PUMPS AND CONTROLS, REQUIRE NEITHER MAINTENANCE OR ADJUSTMENT, AND SHALL BE MANUFACTURED BY SQUARE D COMPANY, OR APPROVED ELEVATION, SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ASSOCIATED ' DISCHARGE PIPING AND ALL APPURTENANCES AS SPECIFIED HEREIN. THE PUMP EASILY REPLACED. CONVENTIONAL DOUBLE MECHANICAL SEALS EQUAL, SHALL BE FURNISHED FOR THE MAIN BREAKER. ALL I ELEVATIONS SHOWN ON THE FIRM (FLOOD RATE INSURANCE MAP). STATION WILL PUMP RAW, UNSCREENED, DOMESTIC WASTEWATER INTO A FORCE WITH A SINGLE SPRING BETWEEN THE ROTATING FACES, REQUIRING CIRCUIT BREAKERS SHALL BE SEALED BY THE MANUFACTURER MAIN. CONSTANT DIFFERENTIAL PRESSURE TO EFFECT SEALING AND L� LIFT STATION CALCULATION CHECKLIST (ALL ASSUMPTIONS SHALL BE , f I ... SUBJECT TO OPENING AND PENETRATION BY PUMPING FORCES, SHALL AFTER CALIBRATION TO PREVENT TAMPERING. AN MCP SHALL - LISTED IN CALCULATIONS AND IN AN ORDERLY FASHION) i I QUALIFICATION I NOT BE CONSIDERED EQUAL TO TANDEM STEEL SPECIFIED AND BE PROVIDED FOR EACH MOTOR STARTER. EACH MCP SHALL BE . REQUIRED. ADEQUATELY SIZED TO MEET THE PUMP MOTOR AND STATION 1. DESIGN FLOW 1 A. TO ASSURE UNITY OF RESPONSIBILITY, THE MOTORS AND CONTROL SYSTEM OPERATING CONDITIONS. 2. DOWNSTREAM FORCE MAIN SIZE SHALL BE FURNISHED AND COORDINATED BY THE PUMP MANUFACTURER. 4. A' SLIDING GUIDE BRACKET SHALL BE AN INTEGRAL PART OF THE C. AN OPEN FRAME, ACROSS -THE -LINE, NEMA RATED, MAGNETIC 3. TOTAL DYNAMIC HEAD PUMPS MUST EXCEED SYSTEM HEAD CURVE THE ENGINEER OF RECORD SHALL ASSUME RESPONSIBILITY FOR THE PUMPING UNIT, AND THE PUMP CASING SHALL HAVE A MACHINED MOTOR STARTER, CLASS 8536, AS MANUFACTURED BY SQUARE 4. PUMP SELECTION MAKE, MODEL, HP, IMPELLER SATISFACTORY INSTALLATION AND OPERATION OF THE ENTIRE PUMPING CONNECTING FLANGE TO CONNECT WITH THE CAST IRON DISCHARGE D COMPANY, OR APPROVED EQUAL, SHALL BE FURNISHED FOR 5. A. WET WELL DIMENSIONS SYSTEM, INCLUDING PUMPS MOTORS AND CONTROLS AS SPECIFIED. CONNECTION, WHICH SHALL BE BOLTED TO THE FLOOR OF THE SUMP EACH PUMP MOTOR. REDUCED VOLTAGE MOTOR STARTERS, B. OPERATING CYCLE AND DRAWDOWN TIME WITH STAINLESS STEEL ANCHOR BOLTS AND SO DESIGNED AS TO CLASS 8606, AS MANUFACTURED BY SQUARE D COMPANY OR 6. BUOYANCY COMPUTATIONS ' B. THE PUMPS COVERED BY THESE SPECIFICATIONS ARE INTENDED TO BE RECEIVE THE PUMP CONNECTION WITHOUT THE NEED OF ANY BOLTS APPROVED EQUAL, ARE REQUIRED FOR ALL 30 HP AND LARGER AP BUOYANT FORCE - 'B: I; STANDARD PUMPING EQUIPMENT OF PROVEN ABILITY AS MANUFACTURED OR NUTS. SEALING OF THE PUMPING UNITS TO THE SIMPLE LINEAR'., MOTORS. ALL MOTOR STARTERS SHALL BE EQUIPPED TO -_ DOWNWARD FORCE l BY A REPUTABLE MANUFACTURER HAVING EXTENSIVE EXPERIENCE IN THE QOWNWARD MOTION OF THE PUMP, WITH THE ENTIRE WEIGHT OF THE PROVIDE UNDER -VOLTAGE RELEASE AND OVERLOAD C: SAFETY FACTOR i PRODUCTION OF SUCH PUMPS. THE PUMPS FURNISHED SHALL BE DESIGNED, PUMP UNIT GUIDED BY TWO (2) TYPE 316 L STAINLESS STEEL GUIDES PROTECTION ON ALL THREE PHASES. ' D. DEPTH TO WATER TABLE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE BEST PRACTICE OR T-BARS, WHICH WILL PRESS tT TIGHTLY AGAINST THE DISCHARGE 7. DOCUMENTATION: DESIGNER NAME, DATE, DESIGN FIRM, INDIAN AND METHODS, AND SHALL OPERATE SATISFACTORILY WHEN INSTALLED. CONNECTION OR A SINGLE 316 L STAINLESS STEEL GUIDE, WITH A MOTOR STARTER CONTACTS SHALL BE EASILY REPLACEABLE RIVER COUNTY PROJECT NUMBER, PROJECT NAME, DESIGNER NAME • PUMPS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE HYDRAULIC LOCKING GUIDE RAIL BASE AS APPROVED BY UTILITY. NO PORTION WITHOUT REMOVING THE MOTOR STARTER FROM ITS OF REVISIONS. ' INSTITUTE STANDARDS. OF THE PUMP SHALL BEAR DIRECTLY ON THE FLOOR OF THE SUMP, MOUNTED POSITION. OVERLOAD RESET PUSH -BUTTONS SHALL I .+{ t AND NO ROTARY MOTION OF THE PUMP SHALL BE REQUIRED FOR BE LOCATED ON THE INSIDE OF THE CONTROL PANEL. C. THE CONTROL SYSTEM SHALL HAVE AN ESTABLISHED RECORD OF SEALING. SUCCESSFUL PERFORMANCE FOR SIMILAR SERVICE AND BE APPROVED BY d. AN EMERGENCY POWER RECEPTACLE SHALL BE INSTALLED IN . INDIAN RIVER COUNTY UTILITIES DEPARTMENT. 5. PUMP MOTORS SHALL BE HOUSED IN AN AIR -FILLED WATERTIGHT THE SIDE OF THE CONTROL PANEL AND CONNECTED TO THE :I CASING MOTORS SHALL BE A NEMA DESIGN WITH A 1.15 SERVICE LINE SIDE OF THE GENERATOR BREAKER. THE RECEPTACLE I i D. ALL EQUIPMENT FURNISHED UNDER THIS SPECIFICATION SHALL BE NEW, FACTOR. INSTALLATION SHALL BE MOISTURE -RESISTANT NEMA SHALL BE 100A, 4P, 3W GROUSE -HINDS NO. AR1042-S22, WITH AND SHALL BE THE STANDARD PRODUCT OF MANUFACTURERS HAVING A CLASS F WITH A MAXIMUM TEMPERATURE RISE OF 90 DEGREES AR610 PANEL ADAPTOR FOR PUMPS LESS THAN 25HP, AND I I .� '. . f SUCCESSFUL RECORD OF MANUFACTURING AND SERVICING THE EQUIPMENT CELSIUS ABOVE AMBIENT TEMPERATURE (40 DEGREES CELSIUS). AR2042-S22 WITH AR610 PANEL ADAPTOR FOR PUMPS 25HP AND . AND SYSTEMS SPECIFIED HEREIN FOR A MINIMUM OF FIVE (5) YEARS. MOTOR CHARACTERISTICS ARE NOTED ON THE DRAWINGS. PUMP LARGER. . ' MOTORS SHALL HAVE COOLING CHARACTERISTICS SUITABLE TO E. THE PUMPS SHALL BE FURNISHED COMPLETE WITH CONTROLS AND : PERMIT CONTINUOUS OPERATION, IN A TOTALLY, PARTIALLY OR E. A GROUNDED DUPLEX UTILITY RECEPTACLE PROVIDING 120 y I ACCESSORIES REQUIRED, AND SHALL BE AS MANUFACTURED BY FLYGHT, NONSUBMERGED CONDITION. EACH MOTOR SHALL INCORPORATE AN VOLT, 15 AMP, 60 HERTZ, SINGLE PHASE CURRENT SHALL BE I {I II ABS, OR APPROVED EQUAL. AMBIENT TEMPERATURE COMPENSATED OVERHEAT SENSING DEVICE MOUNTED ON THE INTERNAL DOOR. ;' AND A MOISTURE SENDING DEVISE WIRED IN SERIES. THE 1; OPERATING INSTRUCTIONS PROTECTIVE DEVICES SHALL BE WIRED INTO THE PUMP CONTROLS fN F. THE CONTROL PANEL SHALL INCLUDE AN ADJUSTABLE TIME {I + SUCH A WAY THAT IF EITHER DEVICE OPERATES, THE PUMP WELL DELAY RELAY TO PREVENT BOTH PUMPS FROM STARTING . A. OPERATING AND MAINTENANCE MANUALS SHALL BE FURNISHED. THE - SHUT DOWN. THE DEVICES SHALL BE SELF -RESETTING. THE CABLE SIMULTANEOUSLY. TIME DELAY RELAYS SHALL BE i I MANUALS SHALL BE PREPARED SPECIFICALLY FOR THIS INSTALLATION AND SHALL BE FIXED TO THE PUMP USING A WATERTIGHT TRUMPET ELECTRONIC TYPE. SHALL INCLUDE ALL REQUIRED CUTS, DRAWINGS, EQUIPMENT LISTS, ASSEMBLY. THE PUMP SHALL BE CAPABLE OF RUNNING i I DESGRIPTtONS, ETC., THAT ARE REQUIRED TO INSTRUCT OPERATING AND CONTINUOUSLY IN A TOTALLY DRY CONDITION UNDER FILL LOAD, 3. OPERATING CONTROLS AND INSTRUMENTS I MAINTENANCE PER50NNEL UNFAMILIAR WITH SUCH EQUIPMENT. THE WITHOUT DAMAGE, FOR EXTENDED PERIODS. BEFORE FINAL NUMBER AND SPECIAL REQUIREMENTS SHALL BE AS SPECIFIED BY THE ACCEPTANCE, A FIELD RUNNING TEST DEMONSTRATING THIS ABILITY, A. ALL OPERATING CONTROLS AND INSTRUMENTS SHALL BE I ; . COUNTY. WITH 4 HOURS OF CONTINUOUS OPERATION UNDER THE ABOVE SECURELY MOUNTED ON THE CONTROL COMPONENT DOOR. . CONDITIONS, SHALL BE PERFORMED FOR ALL PUMPS BEING SUPPLIED, ALL CONTROLS ANd INSTRUMENTS SHALL BE CLEARLY . B. A FACTORY REPRESENTATIVE OF ALL MAJOR COMPONENT IF REQUIRED BY THE OWNER. PUMP MOTOR CABLES SHALL BE LABELED TO INDICATE FUNCTION. I . MANUFACTURERS, WHO HAS COMPLETE KNOWLEDGE' OF PROPER SUITABLE FOR SUBMERSIBLE PUMP APPLICATIONS AND SHALL BE OPERATION AND MAINTENANCE, SHALL BE PROVIDED FOR ONE (1) FULL DAY PROPERLY SEALED. B. PUMP MODE SELECTOR SWITCHES SHALL BE HAND -OFF -AUTO I TO INSTRUCT REPRESENTATIVES OF THE OWNER AND THE ENGINEER ON TYPE TO PERMIT OVERRIDE OF AUTOMATIC LEVEL CONTROL . i PROPER OPERATION AND MAINTENANCE. IF THERE `ARE DIFFICULTIES 1N 6. MOTOR WINDINGS SHALL BE TREATED WITH A MILDEW AND MANUAL ACTUATION OF SHUTDOWN OF EITHER PUMP OPERATION OF THE EQUIPMENT DUE TO THE MANUFACTURER'S DESIGN OR PREVENTATIVE. MOTOR. OPERATION OF PUMPS IN MANUAL MODE SHALL r FABRICATION, ADDITIONAL SERVICE SHALL BE PROVIDED AT NO COST TO BYPASS ALL SAFETY SHUTDOWN CIRCUITS EXCEPT PUMP ,, i' THE OWNER. B. EACH PUMPING UNIT AND ITS DRIVING EQUIPMENT SHALL BE DESIGNED . MOTOR OVERLOAD SHUTDOWN. SWITCHES SHALL BE OIL - .., AND CONSTRUCTED TO WITHSTAND THE MAXIMUM TURBINE RUNAWAY TIGHT, AS MANUFACTURED BY SQUARE D, OR APPROVED TOOLS AND SPARE PARTS SPEED OF THE UNIT DUE TO BACKFLOW THROUGH THE PUMP. EQUAL, PROVIDING THREE (3) SWITCH POSITIONS, EACH OF I . I . A. ANY SPECIAL TOOLS REQUIRED SHALL BE PROVIDED. C. PERFORMANCE REQUIREMENTS WHICH SHALL BE CLEARLY LABELED ACCORDING TO !I t FUNCTION. SEPARATE INDICATOR LAMPS, WHICH SHALL �I B. THE MANUFACTURER SHALL FURNISH A COMPLETE SET OF RECOMMENDED FOR PERFORMANCE REQUIREMENTS, REFER TO DATA TABLE DRAWING NO. OPERATE AT 115 VOLTS INPUT, SHALL BE PROVIDED MOUNTED . SPARE PARTS NECESSARY FOR THE FIRST THREE (3) YEARS OF OPERATION S-15. ABOVE H.O.A. SELECTOR SWITCHES. LAMPS SHALL BE EASILY . . OF THE PUMPING SYSTEM. WHICH SHALL INCLUDE AT LEAST THE REPLACEABLE FROM THE FRONT OF THE CONTROL • t FOLLOWING ES AND GUIDES ACCESS FRAM COMPARTMENT DOOR WITHOUT REMOVING SWITCH MODULES r . FROM THEIR MOUNTED POSITIONS. I . . 1. 1 - SET OF UPPER BEARINGS A. THE PUMPING STATION SHALL BE FURNISHED WITH THE NECESSARY s C. INDICATOR LAMPS SHALL BE MOUNTED IN OIL -TIGHT I is I �, 2 1 - SET OF LOWER BEARINGS ALUMINUM ACCESS FRAMES, COMPLETE HINGED AND HASP -EQUIPPED MODULES, AS MANUFACTURED BY SQUARE D, OR APPROVED 3. 1 - SET OF UPPER AND LOWER SHAFT SEALS COVERS, STAINLESS STEEL UPPER GUIDE HOLDER, POWER CABLE HOLDER EQUAL. LAMP MODULES SHALL BE EQUIPPED TO OPERATE AT . I �' 1 4. 1 - RELAY AND PHASE MONITOR FOR EACH TYPE SUPPLIED WITH ANO LEVEL SENSOR CABLE HOLDER. THE FRAMES SHALL BE SECURELY 115 VOLT INPUT. LAMPS SHALL BE EASILY REPLACEABLE FROM THE PUMP CONTROL PANEL FOR EACH STATION MOUNTED ABOVE THE PUMPS. DOORS SHALL HAVE SAFETY LOCKING THE FRONT OF THE CONTROL COMPARTMENT DOOR WITHOUT I I' 5. 1 - SPARE IMPELLER HANDLES IN OPEN POSITION. DOORS SHALL BE OF ALUMINUM CHECKERED REMOVING LAMP MODULE FROM ITS MOUNTED POSITION. 6. 1 - SPARE `POWER BOARD MODULE FOR R.T.U. PLATE WITH STAINLESS STEEL HINGES AND HARDWARE. THE ACCESS COVER AND FRAME SHALL BE AS SIZED ON THE DRAWINGS. D. A SIX (6) DIGIT, NON -RESET ELAPSED TIME METER SHALL BE I C. SPARE PARTS SHALL BE PROPERLY BOUND AND LABELED FOR EASY CONNECTED TO EACH MOTOR STARTER TO INDICATE THE I .. IDENTIFICATION WITHOUT OPENING THE PACKAGING, AND SUITABLY B. LOWER GUIDE HOLDERS SHALL BE INTEGRAL WITH THE DISCHARGE " TOTAL RUNNING TIME OF EACH PUMP IN HOURS" AND TENTH I I . 1. PROTECTED FOR LONG-TERM STORAGE. CONNECTION. GUIDE BARS OR T-BARS SHALL BE OF SCHEDULE 40, 2" OF HOURS." THE ELAPSED TIME METERS SHALL BE BULLETIN i 1 . j . I WELDED 304L, STAINLESS STEEL PIPE OF THE SIZE INDICATED ON THE 705, HK SERIES AS MANUFACTURED BY EAGLE SIGNAL, OR . ' ' : I WARRANTY DRAWINGS AND OF THE LENGTH REQUIRED BY THE PUMP MANUFACTURER. APPROVED EQUAL. I, i - I A. ALL EQUIPMENT SUPPLIED UNDER THIS SECTION SHALL BE WARRANTED FOR PUMP CONTROL SYSTEM NONREMOTE TRANSMITTER UNIT ) SHOP PAINTING 1 1 A PERIOD OF ONE (1) YEAR BY THE CONTRACTOR AND THE EQUIPMENT (SEE DETAIL DRAWINGS S( 16) 1.. MANUFACTURERS: WARRANTY PERIOD SHALL COMMENCE ON FINAL DATE A. BEFORE EXPOSURE TO WEATHER AND PRIOR TO SHOP PAINTING, ALL ! ` I ' WHEN PROJECT IS ACCEPTED BY THE COUNTY.- A. GENERAL SURFACES SHALL BE THOROUGHLY CLEANED, DRY AND FREE FROM -ALL �: j . B. THE EQUIPMENT SHALL BE WARRANTED TO BE FREE FROM DEFECTS IN 1. A PUMP CONTROLLER SHALL BE PROVIDED FOR THE WASTEWATER MILL -SCALE, RUST, GREASE, DIRT AND OTHER FOREIGN MATTER. I . WORKMANSHIP, DESIGN AND MATERIALS. IF ANY PART OF THE EQUIPMENT PUMPING STATION. THE CONTROLLER SHALL RESPOND TO THE B, ALL PUMPS AND MOTORS SHALL BE SHOP PRIMED, WRH PRIMER I SHOULD FAIL DURING THE WARRANTY PERIOD, IT $HALL BE REPLACED IN LIQUID LEVEL SENSOR TO�AUTOMATICALLY START AND STOP PUMPS COMPATIBLE WITH FIELD PAINTING. i - THE MACHINES) AND THE UNITS) RESTORED. TO SERVICE AT NO EXPENSE TO PACE PUMP STATION INFLUENT FLOW, AND SHALL BE APPROVED . ' TO THE OWNER. BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES. C. ALL NAMEPLATES SHALL BE PROPERLY PROTECTED DURING PAINTING. . I j . I C. THE MANUFACTURER'S WARRANTY PERIOD SHALL RUN CONCURRENTLY 2. THE PUMP CONTROLLER SHALL BE THE STANDARD SYSTEM OF THE D. GEARS, BEARING SURFACES, AND OTHER SIMILAR SURFACES OBVIOUSLY WITH THE CONTRACTOR'S WARRANTY PERIOD. NO EXCEPTION TO THIS MANUFACTURER AS MODIFIED FOR THIS APPLICATION. THE WET NOT TO BE PAINTED SHALL BE GIVEN A HEAVY SHOP COAT OF GREASE OR PROVISION SHALL BE ALLOWED. WELL LEVELS TO BE USED IN OPERATION ARE AS SHOWN ON DETAIL OTHER SUITABLE RUST -RESISTANT COATING. THIS COATING SHALL BE q DRAWINGS S14 AND S15. MAINTAINED AS NECESSARY TO PREVENT CORROSION DURING PERIODS OF I +.:. • ` f MATERIALS AND EQUIPMENT 8. OPERATION REQUIREMENTS STORAGE AND ERECTION, AND SHALL BE SATISFACTORY TO THE ENGINEER i ,. . A. THE PUMPING UNITS REQUIRED UNDER THIS SECTION SHALL BE COMPLETE. UP TO THE TIME OF FINAL ACCEPTANCE TEST. INCLUDING PUMPS AND MOTORS WITH PROPER ALIGNMENT AND 1. THE CONTROL PANELS SHALL CONSIST OF A MAIN CIRCUIT BREAKER FIELD PAINTING BALANCING OF THE INDMDUAL UNITS. ALL PARTS SHALL BE SO DESIGNED AND GENERATOR BREAKER WITH MECHANICAL INTERLOCK, AN it AND PROPORTIONED AS TO HAVE LIBERAL STRENGTH, STABILITY, AND EMERGENCY POWER RECEPTACLE, A MOTOR CIRCUIT PROTECTOR A. THE PRIMER AND PAINT USED IN THE SHOP SHALL BE PRODUCTS OF THE I ' . ; STIFFNESS, AND TO BE ESPECIALLY ADAPTED FOR THE WORK TO BE DONE. (MCP) AND MAGNETIC STARTER FOR EACH PUMP MOTOR, AND t5 SAME MANUFACTURER AS THE FIELD PAINT TO ASSURE COMPATIBILITY. . ;. . AMPLE ROOM SHALL BE PROVIDED FOR INSPECTION, REPAIRS, AND AMPERE, 120 VOLT CIRCUIT BREAKERS AS REQUIRED. A LOW AND I ; ADJUSTMENTS. HIGH LEVEL ALARM AND PUMP SHUTOFF SHALL BE ACCOMPLISHED B. ALL NAMEPLATES SHALL BE PROPERLY.PROTECTED DURING PAINTING.,i ,.. BY FLOAT TYPE LIQUID LEVEL CONTROL SYSTEM, WITH ALL 'I , . - I . B. EACH FOUNDATION PLATE FOR EACH PUMP SHALL BE RIGIDLY AND COMPONENTS MOUNTED IN ONE COMMON ENCLOSURE. CONTROL LIFT STATION LINERS ti I; ". ` {. ACCURATELY ANCHORED INTO POSITION. ALL NECESSARY FOUNDATION SWITCHES SHALL PROVIDE MEANS TO OPERATE EACH PUMP i 11 . I BOLTS, PLATES, NUTS, :AND WASHERS SHALL BE FURNISHED BY THE PUMP MANUALLY OR AUTOMATICALLY. WHEN OPERATED IN THE A. THE LIFT STATION LINER SHALL MEET ALL REQUIREMENTS OF ASTM �; . f MANUFACTURER FOR INSTALLATION BY THE CONTRACTOR. •EACH AUTOMATIC MODE, THE CONTROL ASSEMBLY SHALL PROVIDE MEANS SPECIFICATIONS D-3753 FOR GLASS FIBER REINFORCED POLYESTER 1 . I .FOUNDATION PLATE SHALL'BE 1/2"' THICK -TYPE 304 STAINLESSSTEEL: TO MANUALLY SELECT OR AUTOMATICALLY ALTERNATE THE J.. " ,: "LEAD" MANHOLES OR LIFT STATIONS. - _' .. . .. � FOUNDATION BOLTS, NUTS, I WASHERS, AND SPARE PARTS . SHALL BE TYPE 304 POSITION OF THE AND LAG" PUMPS AFTER EACH PUMPING ..i .. ``` . STAINLESS STEEL. CYCLE. A THREE POSITION ALTERNATE SWITCH LABELED "TEST-OFF- B. LINERS SHALL BE INSTALLED AT ALL REPUMP LIFT STATIONS AND AS . i f :; � ' -- AUTO" SHALL BE PROVIDED TO MANUALLY SELECT WHICH PUMP REQUIRED BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES. ' ' I} . C. STAINLESS STEEL NAMEPLATES GMNG THE NAME OF THE MANUFACTURER, - SHALL BE THE LEAD PUMP (WHEN NECESSARY), AND ALSO BE ABLE ... . Il HEAD, SPEED, AND ALL OTHER PERTINENT DATA SHALL BE ATTACHED TO TO TEST THE ALTERNATOR TO SEE IF IT IS STILL OPERATIONAL. C. AFTER THE LIFT STATION LINING OPERATION HAS BEEN COMPLETED, THE � .. - I�' i , .EACH PUMP AND MOTOR. „ . ' , 2. AFLOAT TYPE LIQUID LEVEL CONTROL SYSTEM SHALL LIFT STATION SHALL BE VISUALLY INSPECTED BY THE CONTRACTOR IN THE 1 -- • ; ., " ; , PUMPS CONTINUOUSLY MONITOR WET WELL LIQUID LEVEL AND CONTROL , PRESENCE OF THE COUNTY S REPRESENTATIVE. IN ADDITION, AT THE , ^- :, i ".. - . - . ' : : I, a ; OPERATION OF THE LOW-LEVEL CUTOFF FOR THE PUMPS, AND SHALL COUNTY S REQUEST, THE CONTRACTOR WILL BE REQUIRED WITHIN ONE i' ( . ,, . I '. A. ; :, OPERATE ON A 24-VOLT CIRCUIT. YEAR TO VISUALLY INSPECT THE LIFT STATIONS THAT WERE LINED.. ANY . ' I F �i t - • .GENERAL . ; ,. •. WORK THAT HAS BECOME DEFECTIVE SHALL BE REDONE BY THE ,. . is : ; ,. ;' ' 1. THE PUMPS SHALL BE`TOTALLY :SUBMERSIBLECENTRIFUGAL PUMPS , ,: 3. AN UNFUSED SAFETY SWITCH SHALL BE INSTALLED BETWEEN THE . CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE COUNTY( _ ` I' ` WITH CLOSE COUPLED MOTORS DESIGNED TO PUMP SEWAGE. THE : _ METER AND PANEL. THIS SWITCH SHALL BE IN A NEMA 3R, UL RATED, WASTEWATER PUMPING STATIONS ` iF. �• DESIGN SHALL BE SUCH `THAT -THE PUMPING UNITS SHALL BE ., -, STAINLESS STEEL WATERPROOF ENCLOSURE, AND SHALL BE BY i.. I .' AUTOMATICALLY CONNECTED TOLTHE DISCHARGE PIPING WHEN . ".' , : SQUARE D OR EQUAL AMPERAGE SHALL BE AT LEAST EQUAL TO A. AN RTU SHALL BE INCLUDED IN ALL REGIONAL PUMP STATIONS IDENTIFIED - ': 1' ., I LOWERED INTO PLACE ON THE DISCHARGE CONNECTION. ' THE PUMPS + . THAT TO THE MAIN BREAKER. BY INDIAN RIVER COUNTY WASTEWATER MASTER PLAN ANO tN ALL . .. ;._ I,. ... ': . , SHALL BE EASILY REMOVABLE FOR INSPECTION OR SERVICE, _ I SUBREGIONAL/REMOTELY LOCATED PUMPING STATIONS AS REQUIRED BY'• l ` , t REQUIRING :NO BOLTS, NUTS OR :OTHER FASTENINGS TO BE REMOVED . THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT. "' , ro u i FOR THIS PURPOSE.. OR NEED FOR PERSONNEL `TO ENTER THE PUMP ,' " I - HA F WITH A 316 STAINLESS STEEL WE EACH PUMP 5 LL BE TTTED LL ;. '° A N T I N -8. WASTEW TER PUMPI G S ATIONS SHALL BE DES G EO FOR PEAK :: . . ' . I ,'- ., -- - ,. LIFTING CABLE OF ADEQUATE STRENGTH, AND SHALL BE FIVE 5 ( ULTIMATE DEVELOPMENT FLOW FROM ALL CONTRIBUTORY AREAS, IN . _ .. - .- . F ET LONGER THAN 'WET WELL DEPTH CONTROL PANEL'TO PERMIT E : • RAN WITH T IN IAN R NTY WASTEWAT M R ACCO D CE HE D NER COU ER ASTE it ` . I ,� , ,; , . .:. P MP : I P TIN AN REM VA - , ... RAISING THE U FOR NS EC 0 D Q L r - :. PLAN. DESIGN AVERAGE DAILY FLOW AND PEAK HOUR FLOW SHALL BE AS .. .' . . .. ;. { „ . a S ET FORTH IN SUBSECTION 11.01. , - . ,. , f I : ,�: ,I . .::' .: , C. DESIGN OF PRIVATE LIFT STATIONS SHALL MEET IRCDUS DESIGN • . ` ,; -' - a N N P Y IRCDUS STA DARDS A D SHALL BE AS A PROVED B j . . ,. .. 11 . . I ,.. : , I . . .. � - , .. �. �, . , . . ,. _. .. . ., .. :, - - r; - - - - ; .. . .: -. .-' -. - . - . . . .. - .. ,. ,. �.. .. - I - it _ - - ... . -; , • co rn rn r w � J U) � � J U W Z O � -� IOf 0 Z o8 U Z WO r n Q _WZ4om Na N U o 'i� 0 ia0 W)� 1` /A W = q J •- 0 - /V�� V/ I �:'to Q Z IA � W = X Q o U a m o Q a IL Qw m 0 2 VJ Z z • 0 0 . ' . i Q - . U //- V! . t' FL . LL �"" U . tea= . V♦ ' I . . I. . .. o . . . . � O J � Z . ,,^^ . 0 V♦ _ li c / . ' W : � , V M ♦♦^^ vI - - 48 HOURS BEFORE DIGGING Z Q I-- ; CALL T FR OLL EE ,,, -- . va Q M ' - ,1 /. _ 1 800 432 w to . . �,:, / U. N. C. L. E. UNDERGROUti UTl lT S '1 - r 0 C R .E NOTIFICAT/ N ' ' .. _ , SHEET . .. , - C10 a