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HomeMy WebLinkAbout1995 - (#37) Paving & Drainage Plan-o, 7G/GHTQ b �GN�� .•� rOP EL = 22.5 w• I Nv = 16.0 O E. 1wv = 12.0 (Q 35•rrze -rYF, c4 zti-� L so E ri �- 3os �?� ToP ELi� 22.5� AREA TD BE E?CG4�/�17ED s 12 �� N. 1NV 3 ib.o PER P[N� .4 S. tNv= r2.o A, c�L.Lo2 THESE:PROPOSED CONSTRUCTION DRAWINGS ARE TO DEPICT THE i. Z PROPOSED EXPANSION OF THE EXISTING LAKE BY THE REMOVAL A _O e OF A PORTION OF THE APPROVED VICKER'S, GROVE SUBDIVISION SEBAZT1�G1 LOTS AND ROADWAY AS PREPARED AND PERMITTED BY MASTELLER HIOHLA"05 / m AND MOLER ASSOCIATES, INC. RO a >;2. %ice% . l^. -L - z, 14.0' G AND DRAINAGE PLAN �' .....:. .... a , A4© cc - cc Lh l oA— F1 : 0 I.. 0 , 2 "T24.0 2q s C G PAVING ANp DRAINAGE I"=too' 1.' �'<• a :� FOUR-3 VOWELS NOTE: CWYMEEA SHALL INSPECT CONCRETE +9+ C.M.P '4 = = " COLLAR PRIOR -M OACKFILLIW&. F LuRE •TC NOTIPY �N&NEBR MAY RESULT IN POST- C;)evELOPMENT EXCAvA,TtON AT CONTRAC AIS EXPENSE. 4 • • • •� CONTINOUS 100P Of 03 PEINFORCING STEEL ( 2 REOUIRED ) ; r I VANTAWED t M/TE P. r- iQ �• - = Ctk+l.AE'i CO'.:�R I I (SEE PET►:�a.: .I.i:• I lit�� Kw :►iaF:CtT'Cv NOTE: COST OF CC•:C?E?E COLLIR SwILL LIE 4 ' PRICE E;S FCR a:FE. t - �o tea - 88 'Typ1 Pvt'•I v -ten�L )ZE �I-tjtcrl, �26.c. �{2Er1f lor'1 Pizo`it[7Ep z !J Fr7Fi.� 8 2e7><rtPol-I 5;'�C-7 48•-t5 f't''�PT� I`i S coy L� qti PLAN 1 ro.if! `mm =0 Nor��z-.e,ri FA. L VeV-TIGdL P � T-I rf l,.J,o.� 2 - .''' -- . ,. , , - s• • - .. S11 s E�cKt'� N� 1.1su. E 1..1 f e. r x �p rim , w r N I 0 € EXIST. M. --- ,09 Q �" O{� v - f\. 11V V. cv. ram._ t ' H O. TOP EL. .2T.16 INV. EL 2z.74 lA V1 S. INV. 26.57 E Z — W ` N. INV. 22.31AMU t� 39 1 Iaway F. 8.0 270 38� 37 51 . 491 G 27 26 25 AR NC)t to R' F- RE D1G1G _ EXIST. M.1 i. .: FIRE TOP EL.- W. INV. 21.00 16.37 HYDRA%? S. V. 16.2 5 ' 30 29 � 28 27 214 a. �� RES(lRFAUNG � 1 0 i 3 ( �®_ ---._. ■i® ���� ■I� ■t® � ��� -l'S� ;=` ----- - "ell, . � _, �, ��i-I _ _ : ,,, �, .1 i � . I '..., ,.% , , . . .� .. . . . , - .,� : . . . � . . . .. .. .. - .. .� . - .1 . . ': 4 . . I � I I I � . : 1. . .. ... , . . . . . .: � I � % 1. %.. � ..I . .. . Af'54345 tli.TRA-tL Ax Powder7ess Prir►tlrtg : . ... .. ..,. - . .. ..I .:,%- •' ` I .. t,..• ETERS SHALL BE pR OPEE tTY LINL.�.� .. LOCATED IMMEDIATELY II i ... . 1 , I INSIDE THE RIGHT-OF- 1. p s Y WAY UNL S 01 EC TED t • . "' `" 24' X 24' X 6".�THIt`K `CONCRETE PAD+ AT EACH V111 VE BOX r , BY THE U TIILITY.R , I. OCKING I I[, L CURB S ` .. WITH l-NO."3 ' ��ONT.'(SHALL 8E 36 X 36 [F LOCATED IN " ' f�8: GOOSENECK 3 : • ,. ' TRAFPIC-WAYT:: 'LONG (MIN.) OR SWING '' ".M ..:. � .1 . . II . ,' JOINT OR APPROVm „` 2-O RCADWAY 2'-0" APPROVED'METE=R IiOX ;., ...' ..:° EQUAL ,BY UTILITY . . • . ,.; . . . .. 7'I T....� I I I FINISH GRADE )E WlltER .... .a r- . FLOW ,� -►- 2 W. M. ,.,r, ;; (WATER•MAIN) ©a> I,I V2�OR 2"CORP CASING -c, t 2"RE ,;, - ,.. UCED PRESSOR -. -, Z Z BACK LOW PREVENTER .. •, PIPE(PVCJ t `s \ WITHFGATE VALVES PLAN 2" W.M. I I [III i I.••-._.J 2" UNION) ' BLOCKING CURB STOP 2 W.M. BYPASS APPROVED BY UTILITY ONLY - . , ­� 1, . � . . .. - _ .. --- ---- ----- ., , ,.. . .. • DOUR -. .... H . ,. 3 ERVICES REQUIRE 18 MIN. COVER, LONGS ALL BE 24 MIN {ROADWAYS) LE •. - INTAINED AS SHOWN UV PROVIDE T - . ., E, SERVICE T '`0 ,; SHORT' S i 1 I I ,- , _... ; • , ( � l WHERE SOIL CONDITIONS CAN NOT BE MA AB _ . .,' . • : .' .•' ".. I 1 V METHOD OF COVSTRUC ON BE SAME SIZE AS THE WATER M1=TER USED. MI[J h UM �f RvlcE I E L E VAT I 0 N APPRO EO Tt ,, • 4. SERVICE P(PE_SHALL 1 1 DRASS LOCKING CURB ., BRASS V LA :- < r . UA SERVICES SHALL BE A MINIh1UM I i/2 AND I - -I - I _� , I D L NO ESS THAN( ST P SIZE T L , „ 0 (FORD OR MULLER) COMPRESS ION . ".r .' .. ': MULTIPLE SERVICE• SHALL• BE A MINIMUM 2. _ . 2. SHEETING WILL BE REQUIEIED AS DETERMINED IN THE FIELD. WITH INTEGRAL Z �":�!� , DISC ,. ,, 1. .l ,. IDENTIFICATIONA P ., ., NOTES . ETER NG I wYE BR NCH I •: .,. 1 0 G SERVICES REQUIRE A 2" MIN. LD. CASING PIPE. 2" LONG y . 5. 1 ,,8 I /2 L N (N LI NE 0 Y �. • SERV{CES REQUIRE A 3 MIN I.D.ASING PIPE CASING PIPE SHALL BE P.V.C. .,.{�IItJ� A[JU .. 3. UAL CH ECK • ,• NEW SURFACING MATERIALS SHALL BE CON�lSTENT VllTff I _ ..,. .•., 1 TOINST , . .. .,.' ....:,. . ; ALS, SCHOOLS AND OTHER INSTITUTIONS MAY BE REQUIRED ALL S ,1 FJ . 7 [ K • -%> - - S HAVE APPED AND FEA RED JOINT I [ I 1 ) 6 ' METERS 2 INCH AND GREATER SHALL BE AS MANUFACTURED BY HERSEY Oft EOUA1 ALL HOSPIT H.11 .r. . , DOUBLE CHECK BACK FLOW PREVENTER S DETERMINED BY UTILITY. . . m . I ETE R THA - H SHALL BE O . : - . LI N - E I /2 •L FEATHERED I D MI H ALL ( SUPPLIED E o A C L S L .., , '.: . - AND SUPPLIED BY APPL CANT M RS SMALLE N 2 IN .::, . .. ... , BY -7HE UTILITY. N PERCENTAGES SHOWN REFER TO A A.S H.T.U. T -IL3U. f, <^ :: - . ; : 2. LOW HAZARD APPLICATIONS SHALL BE RE UIRED TO INSTALL HERSEY MODEL FDC OR 4. COMPAGTtO PR PE % 1. :;,. a W W W E R, w ,. �: . ' .-.. CO., 1NC OF CLFAR Al 7.. PIN LOCKS AS MANUFACTURED BY PNIILIPS ENGINEERING , r, - Z Q PLAN S . a �, .. .. MODEL NO 2 DOUBLE CHECK VALVE ASSEMBLIES BACKFLOW PREVENTION DEVICE . _' :. - 0 EQUAL SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING PRa MPLY WITH INOIAN R �[! - ,, ,.' FLORIDA R Q HIGH HAZARD APPLICATIONS SHALL BE REQIRED TO INSTALL HERSEY MODEL F 5. ALL ROADWAY RESTORATIO[! SHALL CO RIVE CO Il-M .. POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WA1E I S U WORKS/ DOT STANDARDS. V E A /F . . F PIN CKs PREVENTION DEVICE CENTER W N O 8 P VEN W RE Y • �.. .. ,. ,:•�...• . ,:. .. ...'. �t I PRESSURE BACKFLO I,• �+ 1 .- .. PINED BY UT LITY. . . ro , .:' .. ... -. POIN 0 0 6 EDUCED ... E R MAINS OR A7 SUCH TIME AS DIRECTED BY THE UTILITY PURCI(ASE O LO R MODEL CM R „::.., h v SHALL BE MADE BY THE DEVELOPER/CONTRACTOR WITH DELIVERY 1D I�HE UTILITY DETER % ' HANfCAL P LLOWED BCLOW TI[tS LEV[ L PUBLIC = < 0 . .; . ..., ,;.. - .. M ACTION N T ) A _ . .:.. FOR INSTALLATION PPROVALS MAY 8E T , z N U r. ., UL, USC, ASSE, a AWWA A � ►- U : .. Vi J O G MEC CO A OPENING OV - j ME R S : STALLED ONLY AFTER SPECIFIC APPROVAL BY THE U ITY. Q a METE . .'W'. PI R r w 3 APPROVED EQUALS HAVING FULL ,. _ - PLUS 2 IN TIL ' ,..I :: , TRENCH WlOTH PE O.D. ,:. ., , ; 7 ENC O BOX Q a► O >. SEE NOTE X z !n - 4. SUPPORT BAC KFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE i �11.., A CORPORATION STOP SHALL l3F INSTALLED WITH A .. .. WATER SERVICE DETAIL - -'> LENGTH OF [ COPPER TUBr}G EXTENDING ABOV SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.IP AS APPROVED BY UTILITY a. ALL RESTORATION IN EASEMENTS OR R1GtITs OF wnY OR oTlIFR JURI [ I l 1 No. E It . ':. , y. AGENCIES SHALL CONFORM TO COUNTY UTILITIES SP[CIFICAl lOttS Oft OTHER z Q u THE GPOUND. THE TUBING• SHALL BE INSTALLED 01 E 'S1 RINGE[J1_ I MIN. CUSTOMERS - - - rr JURISDICTIONAL AGENCY SPECIFICATIONS WHICH EVER IS M 2 cv m > wiTH. A'180• BEND. �Iw , :. _ Pi PING (BY OTHERS) 1.: , p. , _ m �. ,,,� I 1- 'I, 4 MIN GRAVEL - . - ar o .1. , ­... . PREVENTER _ - J�A 1.BACKFLOW o - TER v1 . . - ..._,, I ­-:1 ., � PAVEMENT RESTO A OI.. ... I COPPER TUBING .. :'.. ASPHALT ROCKR - . R TI N SHED E ` ;'I . SURE AC . 1.OR APPROVED EQUAL • - - . _ - .. . F. , .. ... 36° SO DUAL CHECK IN LINE BEND 8 PIPE - :, -1 ,GATE VALVE .' .. CAST IRON .STAY -PUT COVEtt VENT TO - +. . = RAISED LETTERS MAR _ , - MARKED, NOTES . . v 12 - ATMOSPHERE MAY B FULLFLOWNOTES z N GRADE' WATER ••.d. : RJ_ ti FOR F cu - MAX. : • • F USHING . _ L . • CORPORATION STOP 1. 00 NOT REMOVE TEMPORARY CONNECTION AT CORPORATION STOPS ON NEW MAIN ��- " .\ 1D I. METERS OVER 2 MUST BE APPROVED BY UTILITY AND INSTALLED eY CONTRACTOR,.. ..,. `. - ► o t HAVE BEEN COMPLETED... .. .".�. + „ '' •...... EXIST. MAIN . ": _ a v • o ALL"METERS 2 ANO SMALLER WILL BE SUPPLIED AND INSTALLED BY THE UTILITY. r..,..f ., " .:.. . .- • > • .•... . 2: PROVIDE ALL NECESSARY THRUST BLOCKS ANO OR OTHER RESTRAINTS. 2 1. 1. �" :.: c C� o 3. MINIMUM SIZE OF METER BOXES: I SERVICE (12 X 2Q) i ': NO 3 .. " o o C 1 1/2 SERVICE (13 X 24 ), 2 SERVICE (I7 X 28 ).11, ,.._•': :..- , ;;'.' ;....z z TION ,STOP e . •. ' • A . ' 'o o n _ _ 3. PLUG CORPORATION STOP WITH PVC PLUG WHEN ABANDONED. , . - CORPORA . , . _ PLUG UNFROCK 3L10 TYPE ,.. WITH PVC E ll „_ �� n -----......- _-.- R _--.__.-__ _-___-.---- -..-. . ----- ---_-- .•--•-----._.. _- �..� _ - ... d r,,/R 3/Q Mr7TFRS gtIAI I RF NFPTIINF nR tmint�FS nISC MFTFR ..,.:f „ix :.s Vr %IVII V11 ®�A I VI1 11 1 y, 1'1"�1\`\'­ ;\ I-N0. 3 , l/ A� , .... > ' ;�S CONY. ,..'- •. Wig, ;. .,. SLIDE TYPE J' VALVE BOX ,.11 " - � . � I I - �. ��, I I . . I I . � I I I I I . . - . , - - - ,/"/, - //1'�4/,0<z111Vzz1 - , , , . Z� L'OCKING . CURB STOP WITH PVC. PLUG �•• sW •o•0 2 ••i APPROVED METER BOX �4' i• ••�+• 12"MIN•LQ II PLUG t M. �+a O . • •.• • • •o ), ,� �� 8 - Z. • ��,� 2" i?e. �I C.Y 3/4" GRAVEL I 'I;.. �: :�.'� - �,:� �� I�' "I I _ 11 I � I ''I 1; I I # I � OR CRUSHED ROCK > , -.. ,- - ..:i , .. . - . BRASS 90" EL B BOW , ( , : I I - - . . . , • . ' • 2 CORPORATION STOP .: : , . . _ - ,.. b. .,' .. "MINIM 30UM II .._ . . STAINLESS STEEL - . - , . ... OR BRASS NIPPLE . •. - .....' :. • • . _ o. - - .. s .. . _.rut. - - - I . - - .. . , .. ► i THRUST BLOCK SCHEDULE PIPE HOLD 150 P. S.I. TEST PRESSURE SIZE DIMENSIONS 90" 450 22 I1 V4 LAT. TEE P LUG INCHES E MIN. B A A A A A A C D E 4 t0`4 T'' le 6" a .' 3'. u 7 I T IO' ' f 7 is3 8 6 16 to 10" 15.4 8„ 4.' 41 1T 10" 12.. 10I. Bu .' 20 . 14' - " 18 u (O 5' ' S' ' 14 " n 14 " 14 i4' to8 12 10 28 I 16" 2-44. 14 - 7' T . 16 16' 16' 16 12 .30" 2- do 2- " • Ido 8„ B" 20" 20', IB" 20" 20" 90' BEND H\"� , . , - L___.• ." El I .." � . , . I . + - : E :., 10 I LP L / WITH PLUG GROSS L G ! TRENCH 40`m F- .. r_ TYPICAL SECTION - - --- -.._ _..11.._1..,,._.., W.. ,•,..V.1-, �7vv. 11 me apprvpriaCe. . class shall be as follows: . . . I . . .. . . . .:...:I;..I....II. . .... . . �. �.. . .........:..�:. .t;I%. �... .: -. . . . .. . ._. _... .I .......:................. I-1�1 -� T� _. � _, � OTHER METHODS FOR FLUSHING MUST RECEIVE . APPROVAL FROM THE UTIUTY. .. Class 150 DR1J3 Residential and all non-commercial . non- ' . O , � industrial areas. �.� . FOUR HYDRANT GUARDS *1 SEE NOTE 3 AS REOD. 8Y UTILITY Class 1S0 DR18 All commercial and industrial areas SEE NOTEi. and under all street crossings. 2- 3/4" GALV.. . P/PE SHAt BE Br_uE iA! coc oR . • TIE RODS • .5c.. : . ,1 .: e \ )II 90�\ / 2. Ductile iron pipe shall be cement -mortar lined, Class 51, mechanical ',.' 45, j� or push -on joint and shall meet all the requirements of the following 1,ANSI/AWWA C 104/11.21.4 ANSI/AWWA C 111/A 21.11 (for rubber gasket joints); ANSI/AWWA C 150/21,50 (for thickness design) and ANSI/AWWA C \ 4' - - 151/A 21.51 (for D.I.P, molds). Ductile iron pipe shall; be Class 52 when in roadways. .�. \ Q MECHANICAL GATE JOINT TEE VALVE Q , 3. Fittings for P.V.C. Pressure and D.I.P. shall be of ductile iron, r :I..�1,�..�I,. . ....... . .-� ; 4. 'ham mechanical joint, cement mortar lined,in accordance with ANSI 21.4 • • • rated a t 350 PSI and shall com 1 w' . 452 1/2 II 1/ p y ith ANSI/AWWA C110 A21.10 and (a . � ..I :I . 1.I �.."� ... ,,. .Q7". ..I . .' ..1'I:..%.. I..1...'. ..... ." ...�I. ..1.. I .. .I...�.....% W..I .'.o I... ... I...I.. -I .-: 1. ; ...: ;.1..I. .. ...�. .., 4 BENDS VARIES / I.. . .I. ..I.. ....I...I . . .......:..-....... Clli/A21.11. -VISQUE.EN IN A A 6., (MIN) 4. Installations ' of water lines shall be in accordance with ANSI AWWA C FRONT OF PLUG . v' v7i ��� Y W T �' I.. A ER MAIN "C"SQUARE / (/./ �I 900 (Manual M23) for P.V.C. Pressure Pipe, and C 6UU for Ductile �/ o' •y 1. I.CONCRETE THRUST PUMPER NOZZLE Iron Pipe. a� . ° ° .' �� �� BLOCK FACING ACCESS D _ _s1 _ 5. All water mains to have a minimum cover of 36" unless otherwise D - o o. �. cD noted. . . s -- 6. W E here water and sewer mains cross with ies ' s than 18 vertical Z D D GRADE VALVE BOX , I clearance, the sewer wi 1 1 be 20 of either cast iron i e or concrete p p Q ;: r f encased P.V.C. pipe,- centered on the point of crossing. When a `.:� .p:.. water main arallel ' �. _ / - s- a sewer m w P ain a se ar � :>w ation of at least 10 tY z - P z 1i0 50 , z should be maintained where practical. .O ., I, ', , ..J V V N _ fir - B (PLUG) B (FITTING) , ::: .. ... EE WITH PLUG on ci 7. Where a water main is to be installed below a storm d ; r�- rn> ; rain pipe, a . 6 G.V. �. minim o r l um of 18 vertical cle r , . :. a a ante between pipes shall be maintained . 6 � � t PIPE unless otherwise dire ,� �" cted b the En ineer. Concrete encase m / l Y 9 for , 11L 1.5 CU. FT 20'-0" centered on crossing. _ , CONCRETE < •• . t (%� ,/; 8. Where water and dra'n / _ ,. ; i age pipes cross with less than Ia tnct,Ns verticai , clearance, the water i es shall be 20' of east iron - l r D /r P P pipe "reentered W Y .n \\ n I on the point of crossing. f A A ,LATERAL �:_ 3 - .. , %O (MIN.) UNOISTURBEO .. � � . . WATER MAIN SOIL 9.-. Manual air O --i-I I . release valves shall be installed at all high points. W w . . - CONCRETE THRUST along water main. � ;•�. NOTES., BLOCK 10. Water supply facilities including mains shall be"ins tailed, ^,1.(� ; `' cleaned, ,, t �� i. HYDRANT GUARDS TO BE 4" OIA.GALV. STEEL PIPE FILLED W/CONCRETE. disinfected and bacteriolo icall cleared for service 9 Y in accordance with the latest applicable AWWA Standards and the State of Florida. ' Q � P" i ` PAINT GUARDS SAME AS HYDRANT. Department of Environmental PROTECTION Rules. F- ` 2. THE PUMPER CONNECTION SHALL BE t8"MIN. ABOVE THE qOF THE NEAREST Q _OF . ROADWAY OR FINISH GRADE. 11. Hydrostatic Testing (Pressure and Leakage Tests) shall meet t - V `` 3. COAT TIE RODS WITH_COALTAR ENAMEL AFTER ASSEMBLY(2 COATS MIN.) requirements of the ANSI/AWWA C 600. - - _. W' 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN-DARLING " - .-= n-84-B OR MUELLER A423. -12. Disinfections of water mains shall comply with ANSI/AWW . 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF APPROVED 13. The water ,distribution system shall be installed in c r c t BY :THE UTILITY. Indian River County specifications. SHEET1. 1. 14. All valves and appurtenances will be in accordance i r 7 . .. IRE HYDRANT DETAIL County specifications. -oF s 11-1 ',�.:.,­.. i I.., I _ _ Q15. CaP/ES OF ALL TEST REPORTS SHALL aE SUBM/TYPO HE a SEBAST/Anl PRIOR To AGGE'f . F/NAL .TAWcE of TIIE P GT , i99.. . -:13 / . .. - . . % -:", - - --- --- '. --���-.�-, - - ------ __.­ _.,.- .1. ­ - -- = �_ " �­ - __ . , - . . . .. .. � . . . .. . .. . . . . . . . .. . . 4 . . . I . . . . . I . . . . I , I . I I I I . . : I . � 11 .. 1. . I . . . . . . . . - .. , I . . . .. . . . I . . .. .1 � : .1 * . . . .... .... .. I , , I . , '.. �� . - �: , I �: . �� I .. � . . . .. , .. I � . . . I. . . . . . . . . . . . . . , . I . � I I I I . I I I I I I I I I I I I I I , - I � I I I I I I � , � I I . .. , . . . . I � I I , I I I , -f I , AF 54245 ULTRA -CLEAN Powderless:Printtng -T­ - -1 I I - . -7--'­ % " - 7- I - - ,_L - / , I - - _�_ - . - r- I I - - I-I - I I E ... .SEE NOTENO. 5 . I I I I I . / . � I I I � I I SHADED AREA EQUAL �� � . GROUT SLOPE TO AVOID .. STANDING WATER . . .. . I .TRENCH WIDTH- [ � TO TWICE THE AREA . .. Z 6 MIN. I I � . I . . I I . III - . � I I OF THE STORM SEWER - .1 . � � . I W � . .- . * . . - OA OTHER TYPE NOTE ,. . I I I GRAVITY MAIN AS - .: .. *..,. ,•.- , . ,_ .. .. . I :. . ... .. . * , - " MIN �. - . . D _. I. �� L-�, ; 1 V! �. :. '!'�­"-,t`..,.t1' I%', . . 8 I REQUIRE � . - ;- - . .. r- . .. ­. ... - .... " *' , , , . .. % . ('- .�.': .. .. - .. T-i,- 11 . 1. WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN ABOVE,PROVIDE ---- EXISTING I . I . I . .::) �__ I 11 APPROVED METHOD OF CONSTRUCTION. ! I.. I . I .. % . . BASE SLAB MINIMUM STEEL STORM SEWER On OTHER .� 11 . 1• � . I . .. I AREA OF .20 SO. IN/FT. TYPE GRAVITY MAIN � I . I . I . I I . I I I I I . 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD I SECTION 11 . I .. - � I � . I 3. COMPACTION PERCENTAGES SHOWN REFER TO A-A-S.H.T.O. T -180 I 1. . . 11 11 1 4. MECHANICAL- COMPACTION NOT ALLOWED BELOW THIS LEVEL_ I I . NOTES' - I.. I � I I . . . . I . � I I ­ . I I 5. PVC PIPE TO HAVE ROCK BACKFILL TO (L OF PIPE. � � I I I � I . 6. - TRENCH WIDTH "W" -PIPE O.D. PLUS 2'-O" - I � I I. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ECONOMICS I . � PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED BY THE ENGINEER. � I I . 7. 2"! WIDE DETECTION TAPE WITH METALLIC BACKING TO BFD INSTALLED OVER - 1 2' CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY � . I MAIN. TAPE TO BE MARKED -,'CAUTION: WATER LINE BELOW OR "CAUTION: I SEWER LINE BELOWASTEWATER SYSTEMS. � I W". I . . : I � I I I . � � I I NAL I � B. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR OTHER JURISDICTIO I I I I AGENCIES SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR OTHER 1.CONFLICT MANHOLE I . . WHICH EVER IS MORE STRINGENT- JURISDICTIONAL AGENCY SPECIFICATIONS I , I I � . � � I I I I I ; , . I UNPAVED AREA TRENCH DETAIL . GREEN LOCATOR IPROPERTY f0` ROAD PROPERTY ELEVATION ROWN LIft - OF ROAD � . F /", I 24" TO OUTSIDE BELL 0 MN SLOPE /4"PER FT I OR P.E. JOINT (TYPICAL) 1_ 0 w . r1- I I I I I /-SEE PIPE OPENING G FIRST JOINT OF ALL MAINS-�. - - -a - - "ERE POSSIBLE DETAIL (FOR FIELD . INSTALLATION) MAY � BE PRECAST. ---- -91 DEPTH TO BE %,-PIPE INVERT DETERMINM IN I . . THE FIELD AS REO'D. TO AVOID . I I I UTILITIES (TYP) I I I I ELEVATION .11 11 I. I II�1 I .I.. '._ .... �.-.7­. . . I =- == I __4 -_I -4--- . I ' _ PIPE TO MANHOLE CONNED -1 ION I . . . I I -11 STANDARD 'Y' 13RAN04CS NEOPRENE BOOT W11 TO BE LOCATED IN THE FIELD - �STAINLESS S-IFEL ACCESSO'-?'F--S I AS MANUFACTURED BY PLUG INSTALLED ( AND SEALED 4' OCE- I FILL CKOR-N-SEAL Of? APP 0-0? AT FACTORY PRECAST HOLES) . - -_ - �_ - 11 I 1. - A � I PIPE JOINT DETAIL AT MANHOLE C.", 30- LONG - RADIUS BENDS I >_ i- I I . I 0' - I . I . 6. �Iw I . NOTE: . I . . &�Zll . �:i I - . , .. , - - 'I 1. PIPE JOINT DETAIL IS TYPICAL- FOR ALL PIPE - , I . � 11 I I I 11 TO MANHOLE CONNECTIONS. 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': I - . . . . - .. . . ­ ..... . � . . , , , . , ... �. . . , , I , . .. . .. � . . .. i ., %. . . i _..�'.. . . :.� :. : ..:. �. . . . '� , , 1. . .. � .. .. ..� :.: .. - .. . , . ... . . . ... . .. .. .: , ... .. _ _`. � .. . �I, - 0 k AD 0 ADDITIONAL REINFORCING BA I BARS REQUIRED AT . . . k -,\- . . * - . I? T0 I U J Z & W 1- < W M . . It:201-1c � - - - . ...:: .. I .. . , . : .. . � I.. %. I :..11 ... ­ . . .... .. :� '. . . . ... .. . - . 1 I. . -1 .1 .� I �_. - :.. ... .. .. % . . . . . : . .. - ' .: - _. - .-, . , . .. . .... .. .: . - _. - I .1. . . ., , . - 1z., '..; . . n.... MANHOLE, NOTES"...'..i.. W . - I OPENING. SLAB TO BE . I I ,U7 . M W 8 1 __ . Z 14 U 2*'/FT, I .. . . f. ..;.. �". . .., , . � . .1 I.. .... . . '.1. - , �z .. . ­. I I TRAFFIC BEARING , e . 4' -0*1,0. a.. e .. 1_ _.'.....". . . . . ' A ' oft 5'-O"I.O. I A , I-- - ., ,- I . . . . . " ' I 1. �. REINFORCING AREA OF -0.2o SQ. IN./FT. FOR W,; " . ALL,-:� `!... .. I . SEE PIPE OPENIt* DETAIL M .. ? , W, : ; I . : . . . .11 . . I ... � , SECTION, -MIN. TO MEET OR EXCEED ASTM A 185.,,. '' %.., ' .k.. �­ ,% . : . .: . . I,IQ 1 14M " V In I LEVELING! RINGS 1 3 COURSES MAX .FILL CONCRETE . __ : - _� - PIPE V. I M 0 -1 M e I . I I I 1 SEE MANHOLE I I . . . ... . 1: �.%, � . . . I . . : . , . 2. � ALL CEMENT TO BE TYPE ]I ACID RESISTANT, .. . I . � T --. ,�. .W. '41 1 1 . . .- ..- '44, CO � X r < 2 Z 0 � A - , " . to . %.:.- . .:4It .•+ '. .I,.; , I I - '.-. . . ..., . . A Q) (D (n . � . 4'- 0 " 1. D. ! [ a to !�J X - W U) < _J . . < a: - (3 . 1 > < I- � I " , ::) PIPE INVER I ...�.. ' 0 Ii . _ 7. 6 MIN, ..� I I - .. .? . (TYP).--.:. , ... 4� 1 . .. , 11 - . - .��­. i, . , - ta., . r = f- .. '..rl d. , .0..,- ". � .. r :, e-i -�, f - I � � a) - - . . I - ELEVATION TO BE USED WHEN CUT CLASSIFICATION IS-6.0 OR LESS - NOTES' . I. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO.S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S - 10. 4. SEE MANHOLE .EFFLUENT a INFLUENT DETAIL DRAWING NO. S-11. 5. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF - . 12" SHALL BE PROVIDED. . I IN � 6�'MIN (TYR) I SLAB TOP MANHOLE FIELD POUR . FIELD --I - - STANDARD , '. 4*-O" 1 D _8� .. 7' BRANCH I . /" - T . - Z17 PIPE INVERT _� I " I I ; . _t�, - -11A r SCE MANHOLE EIFLUENF 8 INFLUENT DETAIL SEE PIPE , - i - , OPENING B - I . DE TA IL SLOPE v W . ,­ 6, MIN � --- - � I a 6 2"/F T - 0 � . '-4-NO 4 I/ it - - ) c Cr - DOWELS I .\ -• a J) -1 / 1___�_ -, - -STANDARD LONG I 11 . ,�t ,11 RADIUS ELBOW : , - � �27:1`,: �:� I : FILL CCNCRETE-1/ �_DRCP FOOTING TO BE EXTENDEDD CO FORMED. I ELEVATION . SECTION B-8 TO BE USED WHERE DROP IS 2' OR MORE . I - . . . I I - 30" MINJO.I.P) . . . - NOTES ' I I I - . 36" MINAPVC.) - . . -4. NOTES * I. SEE MANHOLE NOTES ON DRAWING NO. S I I I I � OBSTRUCTION -_ 21. SEE PIPE OPENING DETAIL DRAWING NO. S- I 0. - I . I 1. GREEN LOCATOR SHALL BE AS MANUFACTURED BY "AUTOMATION PRODUCTS . . . 1, ( A- . I MANHOLE EFFLUENT a INFLUENT DETAIL DRAWING NO.S-11. , . . I.. I � - - I" .1) COMPANY"OR APPROVED EQUAL. 3. SEE - . . I . \, - 1 4. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF ' I I 12" SHALL BE PROVIDED. I . RESTRAINED JOINTS I I 1 2-3/4" 0 GALV. I-,.- I : r I . .." . ., TIE RODS (TYR) . i I 11 1 45* OR 22 1/2* . ENCASE AS R I D. --/ . BENDS ( M. J. ) .. ... - .- . - SPECIAL UTILITY CROSSING -FITTING TYPE * 18" MIN. CLEARANCE REQUIRED FOR WATER AND SEWER MAIN CROSSINGS. 12" MIN. CLEARANCE . I REQUIRED FOR OTHER TYPE UTILITIES CROSSING. SEE ENCASEMENT DETAIL IF MIN. . CLEARANCE CAN NOT BE OBTAINED. . . �.. I - I GRADE __� I I SLOPE UP TO � 1 30 MIN. ( D.1,P) OBSTRUCTION 36 .1 MIN. (PVC.) ___�_'­ � _`,� / ) A- \ / ­ , I I . . I � . .. I 'SEE NOTE NO. 2 . I . 11 I . .. I I I - DEFLECTION CENTER A FULL LENGTH ENCASE AS REQ'D.-,/ I I I OF PIPE AT THE I I I , I I I POINT OF CROSSING I 11 I I I I I ­ . I I I I . , I I I 11 . I I . � I , 11 I I I I 1. -DEFLECTION TYPE 11 I .STANDARD UTILITY CROSSING I � - - I I I I I I . � I . I I I � � I I NOTES .1 . . .1 I I I I I I I � I I 11 I.- -1 THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER , I I - I p 11 I I POSSIBLE. ONLY UNDER SPECIFIC: ORDERS BY THE ENGINEER I SHALL THE FITTING TYPE CROSSING BE ALLOWED. I I I I I � I 2. CONSTRUCT STANDARD CROSSING .USING 75% OF MANUFACTURERS - I MAXIMUM: JOINT DEFLECTION (MAX.). . I I I I I � i ` 3. 1 � COAT T:TIE RODS WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (,2 COATS MIN.) . . 14. 1 TIE RODS MAY BE OMITTED WHEN OTHER APPROVED METHODS OF I I RESTRAINING ARE UTILIZED. . .. I I I , � I � I I � ­ . I I I I I I I I UTILITY CROSSINGS I., I I'll I I I I 11 � I - 1, 1, I I'll 11 I 1. I . I ---,--- - m I - .. .1. I � . SHALLOW SEWER STANDARD LATERAL [Zn/Al- 1 5. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. I I I I DEPTH TO CC DETERMIWO IN THE . . GREEN LOCATOR TYPE "A" DROP MANHOLE FIELD AS RED)IRECI TO AVOID - UTILITIES I TYP I I I . . q_OF ROAD . . I. . ELEVATION _11� -_ ,-CROWN ,---PROPERTY ,a LINE . - - - iLl" OF ROAD PROPERTY. _ LINE W I I � t I - , I 0 . 1 - .. . TYPICAL TRENCH CONTOUR ". # - � I DURING CONSTRUCTION- \ I , SING[ - E SERVICE r= I I . OWN N �`, I AS SHOWN � � � � S7AN OAFO . � ' M_ , ____-T ?IIL.ISIR I Gr, LONG RADIUS BENDS LATERAL OF01AIL . V -) 0- - --- // - H _ I _­__ . :.. ,- . 4 - - _. . �,. - - - - - . .%*.* 7 . _. - I�i .: , ..:. . . 11-.14, I . -_�-CCXITINUF GRAVEL CID AS SHOWN ON I . STANDARD 3� . .. - 1\ - . . . .. , . I - - _- ­40- t, PAHAI I Ft- 10 PIPE 1t4T0Lfr41)ISIURf3(-T) LATERAL DETAIL .1i X . .. - � . . 0, :. 6",30-LONG ::. . SOIL TO PROVFRTY LINE .. . 0 . - ,.- I : W I I 0 . I RADIUS BENDS .. .. . 3/4-GRAVEL . ... I 1. - 3/4 BED .. . I . ... GRAVEL ! . . - . . . . I PIPE IN!ERT---,k . . . ' - :... ' , I STANOARD 'Y' BRANCH � I i . - - TO BE LOCATED IN FIELD : I . ,­ . . . I , I / 3/4" GRAVEL I ") -.. - ,-� I i-. ;-- . . - - �_ . . . . . � :k I � i � MIN 1 . . SECTION . 11-1i : . . I � NOTES' I I I. GREEN LOCATOR SHALL BE AS MANUFACTURED BY It AUTOMATION PRODUCTS COMPANY" OR APPROVED EQUAL. - . I DEEP SEWER MODIFIED RISER LATERAL I I SPACE AROUND OUTSIDE OF PIPE .SHALL BE COMPLETELY FILLED - WITH NON -SHRINK GROUT. REMOVE CONCRETE -AND -SEND EXPOSED EXISTING REINFORCING STEEL AROUND O.D. OF PIPE. (FOR FIELD . INSTALLATION) PIPE TO -MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-N-SEAL INCAFOR PRECAST I HOLES) H.P. ELEV. OF FILL CONCRETE - I CTO BE SAME AS 0. . D. OF PIPE / r - I- : - ­ . . -4.- ... .... . :.. .i % , ., , .'. ­ :1 .... . 1, . . : -- i: :. , I. i _. :., ., ':.' *" j,a,: . .. + - . , - . . . . . .. .:.... - _; - .. . .- .. . . . . :! ..... .. . . . �, . -­­ '. - of ,*:. : , . � .. .. . - ... . . . .. -!. .'-'. .. . . . ..: -:.- :.,.., ..: 6 . . . . - . : . . .....k ..:. , - T_* ': I- �': , , .. - .'.-' "V .". . . . . . .. .. , .... .::., . I .. :..... .,:`&..-..7 .:A... .. ... .. _ I I - I I I I PIPE OPENING = PIPE O.D. + 6" . 5/8 PIPE O.D. . . . PIPE OPENING DETAIL INVERT , Z EFFLUENT 8 . ' . . - : ' ­ ' Q - i,� .:�� , .... ,. ..II - _: "6" M IN. 1-- 14..- 5 INFLUENT DETAIL-/ .3. ALL CONCRETE FOR PRECAST MANHOLES TO EIE-'�. ", ..... '. IIIZI�l." --_-f_ L .. *. � I � �:, .­.­_- . I.. . . I- ... M M (TYR) .� . *.. , - _J � 41000 P.S.I. TO MEET OR EXCEED ASTM C 478. :: �.:'.. I . : ... ''. � - . - . I I I I I I . , -- Z tc q) . . .. .. .. I . L� =:Iq 4. � 130TTOMS 8 CHANNELS OF ALL MANHOLES TO 'BE'. . .: . ,-' .-.,... -. I.", 1 .0,- �n I . . . . . .. � ) �J q . " � -J - OF 2,500 P.S. 1. FILL CONCRETE FINISHED SMOOTH '� .. � �.`,% q-, T. tL QC 'Z ,.:T . � . I. . ... . . .......... . . . ­. . � WITH STEEL TROWEL. - ' . . . : , '. ;,.-..:: .....:_..,.....'....1: .�%.. ­'. . ,I I . . ... I . I . . . . I I I 11 1. .. ... ....,...:,..:.._..... '..., . I ELEVATION SECTION A -A 5. CONCRETE MANHOLES TO HAVE A MIN. WALL :. _.. . . . .� �. .,. , v .... - . THICKNESS OF 8". '.. - � - ....:. .:_". , I I :.. .:.,.: . .:1 ......: '­ " '. .. I W I . '. 1. . : . ... . .. ....� . _.-, .... . % .: 11 � ­ W . I . I.. .1 . ; 4.1Z Z X , W . . I ; I � ... I I . - � . �".,.. .,-,.. ­ : ' �.�::,�'i ... - I . . 6. INSIDE OF MANHOLE SHALL ,BE COATED WITH TWO 11�r:_ - . :,..,....::'1..'1_ . - 6 .. .� 1_,. - KU � TO BE USED WHEN CUT CLASSIFICATION IS OVER 6' 0" COATS OF COAL TAR EPDXY AND TWO COATS ,OUTSI E i;,.' .1- - :..:... -,.,. I � � . I I . . I . . ) � . I I I I �, ;. I �. ­,:.�....:... .1 a a U 0 0 . ....., .. .. .. � . 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO I . ''. T I ACCEPT T.V. CAMERA. . I I . I I .. % ... .. .�.. .. ... ._,'......'........... .. ......, . �,, ... ,��. ­.: "... - .. .... O'. -•;. �;, ..._... .. . . NOTES * OCCUR,'; , I � . . I - I S. WHEN DIRECTIONAL CHANGES EXCEEDING 4so OCCLR1­'-:1';,._-,,...;�� . . �: . ­:­::- �- - . AN EXTRA FLOW LINE ELEVATION DROP OF (.05 -,FEET),."' _':"'1 . �� I V . . . ... L SEE MANHOLE NOTES ON DRAWING NO. S-ZL. I ACROSS MANHOLE WILL BE PROVIDED ; ,..- . ......- . . . ..... .. 1. . I . . I - . . . ;1 I . . . . . . . . . . :.,.:.: �, , Z I .1 . . � I . I I . . %1 �. ........ �._ , .: I . . .. I ­ . .... . a . ..:. . ....... . . . . %,.. . 21. SEE STANDARD MANHOLE CASTING DRAWING NO. S -3. 1. I . .. I 1 '9. QRIENT ECCENTRIC CONE As REQUIRED BY ENGINEER I . .• . . . - ' - : % . . ' - - ... : � - 3. SEE PIPE OPENING DETAIL DRAWING NO. S - I 0. .. . . . . . . I IN FIELD.- �- .. I ..:.. . -. ; ;::, : . 1."' , -..... - . .. .. ... .. . �. . . , - . . . . I I.. . - :. 4. :.. . . . . . ... a. .. . .. . I '.. . . ..... ... s '.. " � - t....:.. .. - . .. ...'.1'......, � . , 11: ...,...: 4. SEE MANHOLE EFFLUENT a'INFLUENT DETAIL DRAWING N0.S-11. . . :. . . . . . . . .. : t I I ­­11 ..... .1 .. . -, I - ,�' - . . . % . . . 1O.. BOTTOM SECTIONTO BE MONOLITHIC EXCEPT`''' .. '. . , , , W .. I .11 01- � . j . . .. I ' .. '...... 1... ,.�, I '_-�4 . � to. . .. . . . . - I . .. . . I WHERE DROP CONNECTION REQUIRED'-.. '.- � .. . ..,:: .., � .- 11 �.,', � , I . . . I... .,; .... . - - . :: %,": 0) 5. USE 5'-O" I.D. MANHOLE AS DIRECTED BY THE ENGINEER. .. . . I lw_ I I I -...�> ... ... 1. . . : ­ ..... .. I I L_ 1, �. I . . I 1. . .­;1 .. .., . I .. . . . - . % �, . . . L. . . . . . .. .. . . . . ­.... ..,. I :_" F fA C4 � . . . .... . ... 1. . . . ' . T . . �..�., : .. . .. .. :.. .. .­. . I .. Is. I _... .l . ..... :.. ., - I I . .... . .�: . .. .. . . . ' . . .. - : . ' : - . - , "I < Ir �_ , , . - .i, I , 11 . .. . MANHOLE AND LIFTI:��T�t W,W < 6. 3/4 " CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF I.. .1. . . : .. I L' . CONNECTIONS TO-EXISTIhd M� i60..'-�., �_' I - I . . �1. . , I 11a W a -,: . . - . . . .. ... %,,1 .4. Y- - I , , . WET SHALL BE BY MEANS OF,.' ��­,",4 1 12" SHALL BE PROVIDED. ... .. . . . I . 11 - ., - .�. .. - �, U Z ir . - - 'in - . . . I - � , , , a.M '.. ... I . . .. . BORING A PENETRATION IN THE STRUCTURE, RATHER.-.,:_...'..-,_11.r, ,, -, 01 . - . � , � .. - .1 �� , Z U) . . "...- 1".. . - ..�. . , ., I . . ... . . . . . ..., THAN PUNCHING, THE CONTRACTOR SHALL TAKE .� ' I , . . . . I . 47) . - , . .: .. ... _� 0 ') 3: _J 0 . ... . . ' . . ' POSITIVE MEASURES TO PREVENT ANY CONCRETE OR.�'.. .f. .-.. ,, (A'.0 �_ tL 0 . . . .. . . . . . - I 1. .. .,� e _V,�. - I . In . STANDARD DEEP MANHOLE....... I I .: � �' ­-' CONSTRUCTION DEBRIS FROM ENTERING THE , � � I -:::, ., - �......:.:`:1'. �, ` ,� �,Z 0 .1 - . . . . . - � .. 1�­ - � - - - - ­1 "......�.�;;.'-��.�..:,�,�,-''Cn 1 i7. .1N U I" .: .� , . : . I �. .. . . . . , I � � WASTEWATER SYSTEM. . .. . ... ... .. . . ­. . I 10 I ... .. . . . .. . ­ :.,., ,_%- ._J I . , . 1. .... . .. :_ . J .... I. < v .. 5 I - . 0 W I I Z to M . 11 .0 I I I � 0 �_ 01 ZU . . . .. - . .. I . . : .. , . . I . . ­. . . . . . . , : �.­4, . 1. ''.. . . . . � . ;. 1. . I . ... . . ..1. . . ... ... . - . , � I <. , 1. �­� W I I I . I . . . . - ... . ... ... a . . .. .. ... ..... . . : ,::_ �.�.:- :,,; ,!.", I - I . ... . ._.. ... . . '... . ...: . . ._� ..... - .. .;. I .:;. . . 1. ... _... 4 " �, ,:., : . . .. I . 1. . . . . ': , . .1 ; .. .. �. %. . ; %. .. - . -...::�,­,.. i I �>w i, �.. . I... ...... � . .... J_ . . . .. . . . �- . . - . : .... - - - I... I , , - . . . . I .. . 1�.. _­... ..., � � . I... .... .1 _.., , .. I . --.%.. � �. , ..: ..... . . : . 4 . , ..: �. M ­. .. . .. .. . I I ... I .. .. . . 1. . . 1. � - 1: ". '. � - - %.. � �, ,, �_ � , �1. .. , I... I - : i ' . . ­, . .. ­ I � 0 * ' .. . 1. '. . : . .:.. ;, 2 1 ," ... _:..�.' . I. .;,.:.. .�.:�...., � .I,.: ......., . .. .% ... . :1 . U.S.F. DING. NO. 410, OR EQUAL -- POLYVINYL CHLORIDE PIPE .`:�..7-:, ,� O'.1'. - . . �.­ . IVIAI1qr1%_?L_r_ COVER. L-L I I LF(S . . . MARKED "SAN[TARY SEWER" 16 . INDIAN RIVER COUNTY" GRAVITY SEWER PIPE A I Q I � 1. .. I ... I . . . " 1, . '�11 . , .. ... �', : I... , :�. ­ -, �. . � 22 3/4" - -1 211 . I ..: . � ..... .. . strength j, ; I :- , i " ­_ - --- - , I . I I polyvinyl chloride shall conform' to ASTM Designation. .�- "I . I I .1 I I - I 1, , I - COVER - B. � . . Fittings installed in polyvinyl chloride pipe lines shall' �, ...�.. I I . I I I ., 1. . � 11 I I �, ;11 � ,a El 0 . E3 1 conform to the same specifications as the pipe n ine in which . � . 2215/16" I they are installed. - , I 20 5/8" L . � ­ � � 1. .. .:..I,, . I... ... . pecifications'the'pipe � I �­ - , 1­ � " "_1 .k. � '' 7 'Q C3 C) C3 C3 W , s d.in alignment as',determined ', � ,:- .. .-.:,:: = n sizes 6-inch through , ,... . :, . ,.:. ....... I __. r.iameter whose inside rs measuredat ,right angles .. .. ... - � - : inch -may. -be rejected. .... � ... ". ...1. ­ �' ... .. . ..... L 24 3/4" 4 ... I I - . , 1 . I I 1. i� .. '. ': : ­.� , ...� I $I I .I . ee . ong.ah �h I � 4 ,M'�, . . 1. _.. .... � . -r - 3 0 -r . - . 3 0 - . ... . ­ . . . .:. � . furnished Johns -Manville, or equal. _,....,. .:1.. .l.a...... �. 1..,. " ..::,.";. .. . -.1 ' ­ I ') FRAME SECTION . I ' E. . . . . . . . . . .. �:: ­" , ' requirements � : eet r I? � ­ .....m.. ,o exceed the r q Ire ts cif ASTM"... .. .. . . .1 � . ... .. .- I . I-. I . . . .... _... . - .. CONCEALED WATERTIGHT . . . I , Type -13)� :PVC materials .' . .....: ., � " . , � ..� .. ". ..... � , PICKHOLE � . � I . . . ..A1.1 , . I ,be accordance with the m a n u f a c t U re �.'s.'. �:' .. �, - ,....�. I " � I t , . .. ... �.. specifications9S.__ light'). PVC pipe and -fitt -in . - . .. . .. I ; : . which show signs of ultra -violet degradation will be-6onside'red , - .. , - � Im _0, , . " .:,.! , '.... -.1 . - . - � �!'. � I ­. . N OTE: - . � I I � I I . � I I.. . .. I , . ..... I I I .: .....- . ...�._ � I 7., I , I . .1 : 11 . �, �• -'...'........ ''. . -• , -, . . . '% I ,-)4. � I ... ` �,.,... ..��, .... . . .. . I � . 1. . ". ' , ­­ ',.;It. , - �. W"I 1: .! ��!. . _.. - .. .. � I I. WHERE REQUIRED BY UTILITY, MANHOLE CASTING SHALL BE WATERTIGHT. F. le couplings shal :,te,. All wyes, fittings, lateral s and manhole I _- ` ..•... ... ie, or equal. No saddles `with be,.I.,',:��. anufactured by - .1 ­��,.w , ..1t. �.;..��,.V).., - o .. I... .. .. .1 �­.. . I I. 1 e;.: .,.1 .1 �..­, , 'suitable, . e� to the Johns-Ma'n4i. : ,� , � �0;.. �. . . - . ..., - All joints shall be . _. :.,. I_., 1,­ I � t��.*,-�,� . , ,.:,., . >... ...". - . >0 _..,.�. �10.wwwft.­. � ­.. 1 :- . . STANDARD MANHOLE CASTING . materials. I ..., I... rubber gasket. %: ;-. *. , .... , � I I - . .. � � . ,:.i:.. :.. ­ - I.-, --' I I � I . ... . F.. I...., �:��:. I ­ . 11 � :- I- ...... . I "I I....- ­ . . .;., ��_­...�� . " . .. I .. . . _.W­��_ . � .1. , i:1. -.1 . :%� - ....."..'... -.1 . ,. .I.- - , ... . ., .1 .:. . , . -_�. I.:. - I r I I I 1� ­ I-— .... Tk ; I - 11 . . . - .. . I . . �._,� I green'..-::�.­.,...',.�, .� '. VJ , " " _.�'.. ,..,. . � color coded stripes. These stripes shall be'appliedAn the. ' '.. ", .1 '. .�. � .,� , �­ ` , . I . � I � � , .�.­. ­ ... and using permanent i . I 0 and ,shall . , 1W.III;-.-,.,�._ .- .. 50., .1 .. . � . I ..:. 1.0 I 1, I . I �, .be at least 1/2-inch high with the word "Sewer" in 3/4-inch high .� . t _. 1. � - . . X . � . � I . . , . - .,�.. .- . . , . letters appearing , . . . . . . . I .. I .. 1:. �_, I I . .. - . .- . .:. �. .:. .1 . . __. "...., t.. � ; : -:'' : %: . . . .. . . . ... _.. 1''. 1. �_ ..., , , �: . '. ,.: - ''. '.... ,M. . . . - � I H. I , ... . . :: � � . I . .. .. . .1 . 1- .:. I . . , The pipe shall be green in color. I I . .1 , : ,­ .� I '. . .'. . I . I., .f. . I." '. - .,.­.:.% . . . . . . . .4 .11, ,_­­...­ . �<, �. ., 11. '..; . I - . - . , . _� . I I F", . SEE MANHOLE II PIPE I I JOINT SEALS . 1Z100 -6I_,- - INFLUENT DEY I . A. Joint seals i n polyvinyl chloride pipe afittings lcomply " I . FINISH FRAME eCOVE- c1.oMAN4OLE , I, , US FOUNDRY OWG. NO-410, ,- I I . . - B. main sealed by its own compression strength . .. "- ­... LEVELNG RINGS COURSES MAX. , and adhesive a e the gaskets I '7::�,I . I ..,��. , together. ... . CONCENTRIC CONE 24 3/4" ,Z < � 2 1 � : 1 C. T which is developed in the gasket material . . CU I 11 I shall be as high as bell in � �, �il - "" . . . - V) e regard to factor of safety, and this 11 I �, p­ " I : : . : Z SEEOPENING E:E P,.:I,P­ E*. . -W50; . �I � , when theoint. jointi s I , 11'. i r 7DETAIL IL . _ ., . D SLOPE-- - 2/FT. I I �Il I; FILL CONCRETE .i ', . ..-. .,.,. �i..-- --- I . I : :..�. a -- �II, IEL I�.�...... . I PIPE .-PE INVERT 11 I rIAMERA- INSFEI ION AMD .ZNOTE * A TELEV1I1 EI IO. N: 1II C-­ , I , . ... .. III 1 viDeo TAPE REGARDING SAALL 5E PERFORMED w �,'M11) . - IUPONJ COMPLETION OF CONS-MUCTION- A -COPY I: .. 1_ OF THE VIDEO TAPE AMCImspecrioN FEP=Rr Un _ _16'MIN. I, I. SHALL 5E PURNIGHEP TO 7HCC11% 0F .. . . Sr125ASTIAW PRIOR TO F)M4L ACZEFTAMCe_ "' lI " . W - .I ELEVATION D-D :.1 Ir THE WASTEWATER GJ6TEM.SECTION , I I ­11I - .., . , - , I - 11 ­1 ''I'll I ­:� �. ­ "I 11.11 - , 4 � ­ �, 0 . � . . . .1 , . . I � , 1. , �­ , � 1: " I - p I I �:" , y � . ,I I I __ I I- I I . 11 � .11 I - ,�, ­. - I . , :, " . p ,�, ��., .11 � k . - . I .,� - - - - - . I , . .. -, � ­�,�,­ f Ite 16 , I A- . . . - . . TO BE USED WHEN CUT CLASSIFICATION IS 6'O"OR LESS I � I I I I ,,,, '. I 11, I al ��, ., . ,, � , . .1 I I . . ­ I 1-1-11- � � I I I - _."',", �,�'_�,,�,� � � ,�� , - ""." -, I ,r 7, , , - , . - �` I , .. ` , �_ , - - - ''. � ,�', 11 I I � - _ ­ I -1 (D 1.11 I ­ - ,:�.�, 1.11 .- .,. � - , .- � - I I , , . I ... .. 7 , I - , . . w �. , .:; i 7 ,�, - � ­ 1, : - . I I 11 - .... I - - , . _. v (0, � I -:-,. - 11 I- ` I - - . . � I I - .. - - � . . I I -1 1_1 � ,� "I'll 11 I'll � I I It I � "I .- .. - .- . "I- , - , � I I � .-ft - - - , - �, . . . . . NOTES ' . . � 11 ". I . :i_: ' I �. �, I 1. � 1; ` ­ ,, . ;. I i I � '"'. . , . � . � "., . .. .. . . . r', . , . � . . . - ., I : ` 1� , , "'. ;- 11 I I ; : , A." 11 I I it _. .; , - - '. �, -,;, ,_ - 1, 11­1 -1 __ . , - - I <'� --:. i I I %,.. I -:1 , . � . I 11 , .-�, - '­ I I I . 11.1 , .­�:;,_'_., P�� _�': .1 . .. ­ ,�. . , . LU -, I - .. � .. I-r. . ". . .1-1, � ..co . I. SEE MANHOLE NOTES ON DRAWING NO. S-4. . I .1 : I , , I I . I I . I I 11 ­� " , .. - I ... ... I I . . I I I . ,:� : - � , ,­,' 1, I I , - I 1;� .1 11 I ." 1­11 ,�e .. , -.1 . < - - I` ""''. , I - . . 00 I . 1. . 11 ", - ,,, 1 I - - I I , I , � ,� � I ., I . � I , , . I- , : , , , � . �" . ,LU � 'I',, 4,� . 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S -3. . I _� � - � , . . I z�, ­ - , . , , . . . . , I I I I I - .1 . . 'I-- . ­11 � - .v . . ,_ . � -1. ­_ . ; .0 �­ - - - -1, . 1-. . . . . I 11 I I I . I I I . ,w ­_ . � . ­ . I � I - , 1. I 111; . :.-, , > ,., 3. SEE PIPE OPENING DETAIL DRAWING NO. S- (O. . - 1. .., . I 1, I I I . . I I I . 11 ,,,, ,,. ;' . I - . - - I I : 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO.S-II. . I . . 1. - . . . :3/"4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 5...: :I , I . 12SHALL BE -PROVIDED. 1.I 111-,rI. I�1 ,. .. I . ...:: I� .. � ,11'SHEET I. , . I � STANDARD SHALLOW MANHOLE ' . ._� 11�1 ''' or ... : . ,. •.. I PR 2 5 . .I . . . . I 1I1 1I.... . ._ ...lI I .r - /I.: 4. 9 3 3 � , I I I I I I I I . , . .. .. . . . . I . I % I . . . I I .. I . I . . . r I . � I . . .. I .. . . '. % . . . ... � . . . . . . . . - . . . . % . . . I 1. . . . . . . I . . . . .. . . . . . . . . I I I I � I I � � I I � I - I I � I - I I I � I I I - I . . ... . i .. I . . I . . .. . . . :. . . . . . . . . . 11 . I . .. .. . . I .. . . . . . . . I . I . . . . . . . . .. . . . . . . I . � .- i. . . I I . . . . . .,.� : . . I I I � I I I I I I I I I . I I I I I I , I . . . . .. I . . ... . . % . . I . . I ......:�-...� 1. ..'"I.: . : . . . . I . . . . - .:. . . 1. . ... .. . ... . . . . . . . I .. ... . I . . . .1 .. .. � - I . .. . , . . . .. I ; ... .� .. . . , - .1 ..., - ....� ­1 - .... ­.- .. . . I . . . . ... . . . . . .. . . .. . . . � . . I I I , I- . . . ... I I I I .. I .. 11 1. I I'w . , ... . .., . 1. I... . . .. ­ .. I - I - , I I � I , I I I . I I I , I , . . I I . ... I I I I I I I , I I I , , , I � I , I I I I 11 I I I I I I I , I � , , I ­ I I - I I I I � I I I I I 11 I I , I I I I - . . . I . .. I , I . I I , I I � I - I , , I I I 11 11 11 I I 11 I I I I I I - I I I I , , 11 I I , . � I I I - I - I I � . I , :� , I I .. . 4 - , ;_­ , , - I 11 I I . I . - , I 1 . A ... - .1 � I'll, I � , - . - , , I I . , I I I I I I I ­­ I , I , I I I - I - , I I - - I I I I , - Ir , , I I . I I I . .. . - I , , . � - . I - . I