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Home My WebLink About1981 - (#109) Water Distribution System & Sewage CollectionPIPE SIZE SHAPED BED DEPTH WIDTH 4" - 3 1/2 ', - 4 It . 6 of 5It _ _. ,4 19 8 to 6 It 4 Is 10 " 7 I/2" 4 15 1 1 1/2 " 5' 18 13 1/2 ', 6 Ass 8�� BEDDING DETAIL - A" WIDTH@TOP OF PIPE "B"AT GRADE "C" COVER "D" PIPE SIZE 24" MAXIMUM 4` 4''OR LESS 30" MAXIMUM 6 4' TO 5' 4", 6 8" 30" MAXIMUM 10 '— 12' 5' T O 12' 10" a 12" `:.30" MAXIMUM 16� 12'OR OVER ,'36" MAXIMUM 16' 12'OR OVER 15"a 18" —ac—x x x x — 12'� MIN. — — WELL TAMPED BACKFILL PLACED IN 4 MAX. LAYERS. d + 24" 4"SLAB -3000 LB. CONCRETE WITH ALIGNMENT SHALL BE WITHIN 6"X 6" NO. 10 G.I. MESH, MIN. BEARING + 1/16"VERTICAL a -+ 1/8 HORIZONTAL 12 " EACH SIDE OF TRENCH. REFERENCE TO GRADE LINE.' DIAMETER TEE DIM "A `(S.F.) DIM. "B "(S.F 4" 1.8 2.6 6" 3.2 2.8 8 6.6 5.0 10 10.8 8.2 I MNL wol�N LOCATION MAP 3000 1500 0 3000 6000 SCALE IN FEET V f =1 CCOLL -C fOf�V SYSTE ENGI NEER'S NOTES I. ALL GRAVITY SEWER PIPES ARE 8" P.V.C. S.D.R.- 35 CLASS 160 UNLESS OTHERWISE NOTED. ALL FORCE MAINS SHALL BE P.V.C. PIPE CLASS 160 TYPE I GRADE SDR.26 OR TRANSITE ASBESTOS CEMENT CLASS 150 WHICH MEETS OR. EXCEEDS ASTM C296-657 2. WHERE SEWER & DRAINAGE PIPES CROSS WITH LESS THAN ONE FOOT VERTICAL CLEARANCE, THE SEWER PIPE SHALL BE ENCASED IN CONCRETE 10' EACH SIDE FROM THE CROSSING POINT OR C.I.P. SHALL BE USED. 3 WHERE WATER PA SEWER PIPE MAINS CROSS WITH LESS THAN 13" VERTICAL CLEARANCE, SEWER MAIN SHALL BE CONCRETE ENCASED 10I EACH SIDE FROM THE CROSSING POINT. 4. MAINTAIN MINIMUM 10� LATERAL SEPARATION BETWEEN SEWER MAINS AND WATER PIPES 5. UNLESS OTHERWISE NOTED - MANHOLE TOP ELEVATIONS SHALL BE.: PAVED AREA- FLUSH WITH PAVEMENT UNPAVED AREA 0.25 ABOVE FINISH GRADE MINIMUM. 6. RESTORE ALL HEADWALLS TO ORIGINAL CONDITION WHERE DAMAGED BY UTILITY CONSTRUCTION. 7. ALL PIPES TO HAVE A MINIMUM COVER OF 31-0'.' 8. MANUAL AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS ALONG FORCE MAIN 9. CONTACT ALL CONCERNED UTILITIES BEFORE COMMENCING CONSTRUCTION. 10. OBTAIN ALL NECESSARY ROAD CROSSING PERMITS PRIOR TO CONSTRUCTION FROM THE CITY OF INDIAN RIVER COUNTY FLORIDA. 11. ALL FINISH GRADE ELEVATIONS ARE BASED ON DEVELOPMENT PLANS DATED APRIL- 1980 AND REFER TO THE CENTER LINE OF STREET. ELEVATIONS MUST BE VERIFIED BEFORE COMMENCING THE WORK. ELEVATIONS AT REAR PROPERTY LINES ARE BASED ON TYPICAL LOT 81 BLOCK GRADING. I N Q,.EX- 1. COVER SHEET 2-3. LAYOUT DETAILS 4. LIFT STATION AND DETAILS 5. STANDARD SEWER DETAILS ol J E NGLAR - - KEY MAP 600 0 300 600 SCALE IN FEET ri a LEGEND TRENCH CUTS (FT) .0 - 6 6 - 8 8 - 10 10 - 12 12 a OVER DENOTES WYE. LATERAL ,8 INVERT ELEV. OF LINE 18-17 AT M. H. 17. TOP ELEV. OF M. H. 17 M a. — M. H. 8 M. H. NUMBER Z /7 IN ELEV. OF LINE 2T-17 AT M. H. 17 DIRECTION OF FLOW DENOTES DROP O INVERT ELEV. OF LINE m 16.17 AT M. H. 17 • t?1 SLOPE OF LINE 17-16 N C.TO C. DIST. BETWEEN M. H. S. 16 a 17 j.' D. E.R. APPROVAL NO. C S 31- 36651 DATED DEC. 16, 1980 As aU/LT UPOdTEO / 2 - 8- 84 B. C�Mf�GETEd APPF FILE i 1 1 11 Km � 15'-.1 I MATCH LINE A 3' 8"F. M. TO PROPOSED CONNECT TO PROPOSED SEWER TREATMENT SEWER TREATMENT PLANT. 559 PLANT. 30 29 28 27 Z26 25 24 23 22 21 20 19 X 18 17 b TRACT �,�` KILDA E N o �..17 m �DRIV o 23.3/ T � I 9_ -23.4) ��70 /B. e/ 07 /7/Co 393, ' 93 ROAD EL. 22.5 Q` G"WA ZZ I N \ m `r TAIL "A" 42 X 29 C.M. P. I ' 2f/9 Zf/8 IZ I I d � '9 U DE INV. EL. 18.5 r 1 I 5 4 3\ 2 I N j D I \ I I I I 10 9 N 8 7 0 6 N ti 16 I IAIK =15, 71 771 L�— — --- -- ---- INV. EL.14.79 Rl ' n u 2 W 13 I -- -- --- --- -- --- --- -- --- f3�— DETAIL A - — //57 1 +v 15 WT.S o�8o G t N ofa3 I 1 � � 24 25 15 O 16 N 17 18 19 I In 20 21 22 23 o I 3 Q � 14 - '� � '� I 1� 0 0 E o o \ m 1 IN AVEN - P. OGDEN 14 I 1 3 9�0 �0 9.4/ 2' /592 2 t02 7 B / o /8.42 /8.32_ 23 24 �D4O /o —�� ?2D C G.¢U / I fit- !b 5 5�JQ r- 4 23. g 54 f 40 2f45 2 12 e 23.49 i N r Rl o x 0 9 y` $ 7 6 5 Q 4 3 O 2 1 ! N I g' F. M. TO PROPOSED SEWER 5II 1 Q N „ FM. TO PROPOSED / D 8 TREATMENT PLANT. ° � 12 C} SEWER TREATMENT PLANT7O I o rn �13' 56 °74 �8 I 1 . 6 N 2 I o m /goo o 0 21 N 22 23 � 24 25 ¢¢ • a I of78 15 16 17 18 19 20 b o a / 14 X 24,05 X Za �43� _ / 7 23 25 wM. CONOVER O m AVENUE o 2a.�3 o .� TRACT001, N I 1 -;�7ri¢�a5 5 4/4.2/ 5<'24.7 t:--/5.¢/ 0/Co. 36 332' - / ROAD EL.��-d- / Cn 8 � I � / 0 0�64 1 O 0f80 I� �1 I .� - 64"X 43" C. M. P. _ 12 II �' 10 9 8 7 6 I I 5 4 3 2 i _ DETAIL.BINV. EL. 18.5 C o \ i I m 24 2I - R/w E�QSE A1,e , FM I I D 9 °� I I pRp1N -- — _ — 1 /NY. Z __— Z N DRAINAGE RIGHT OF WAY 1 v'- 1 10 / 98 1 I 562 _ 8" P.V. C. o' �� INV. EL. 12.60 2 f43 13 31 1 1�32 33 \ 34 35 36 37 � 38 39 0 40 0 1 N o N 10 ' DETAIL rrB„ , 112'� 30 I ImCAR INAL DRIVE N Q N.T.S. 15 l5 39/ - 375 ' - - 559cp 4 6r 2 0. 8 0.40 '�o �: / 9. 24 3 �� n o a o % l7-72 n �$ 9 1 / 23 23.9`J � 12 �' 0t-49 I 2 f 2U C 0f8/ W. �02 15 NOTES 15 29 > Z' _ N 8 9 N, 10 115 �' 12 13 N 14 �g3 8 Z a y5�7 J t, Z 1 SOHOWNEOTE OTHERWISE. 6 -0'� OFF PROPERTY LINE EXCEPT WHERE ey& Q 561 2. - CURB AND GUTTER DRAINAGE SYSTEM IS USED THROUGHOUT THIS -7:o � � � 1 19 16 II I SUBDIVISION. 14 16 28 8"F M. TO PROPOSED o 7 SEWER TREATMENT PLANT I 14 2f /D 6 n m Of4S MATCH LINE N 22 21 20 m 19 18 � I ( 2 f 4o / f co2 23 14. �. 2� .81 17 1 - 17 27 � N HIGH ° COURTS 6 I� 1 15 /� // G 1 c 5 � � 0 38, � 2a72 278 /9. �/ � D.E.R. APPROVAL NO CS 31 36651 DATED DEC. 16,1980 0 18 26 c , v► As &fj1Z- _ 16 o � N 3 f 7o U � 4 2 4 v�.vA>� I 1 I � 145 LOTS THIS SHEET ¢4o0 20 I I I 21 3 /5 3 /.5 �r� ` I I I I". I a aPORTION OF UNIT 16 �I 1 26.02 ;;1 o (PHASE ONE) SEWAGE COLLECTION SYSTEM 24.2� 0 �o � SEBASTIAN HIGHLANDS INDIAN RIVER COUIt�TY, FLORIDA • ( SHEET NO. 3 SEE 3 3� rn General Deve A J. G. I APPR BY I - 2 OF 5 ' FILE NP-4 73 - 42 - 80 ■ SEE SHEET NO. 2 l DIAL! AVENUE h h 2 3 4 5 N 6 k� 7 0.39/556 2/,I¢ 335 - /9.73 N22^/e ON ---1- _ . t, FM. TO PROPOSED SEWER TREATMENT PLANT r ROAD EL. 23.4 a 48 P J w 42" X 19" C. M.P. _ DETAIL "C" INV. EL. 18.5 4 8 P.V.C. INV. EL. 12.60 2 N 3 DETAIL IIC11 3 G. N. T. 3. -3 O L t O 33 /�.l'D 11 o. 3/� 559 2 t ROAD EL. 22.5 r� 3,Ca2 3, I G X3 4Q^ DETAIL'D" 2-57 X 38 C.M.P. INV. EL. 18.1 r Q 5 tN R/W 1 pRp�N R1 N; Rp DETAIL "E" 8" P.Y.C. INS. EL. 16.06 22.6 o 'TRACT DETAIL 11 D it � t 2 in 11 R N. T. S. �� ` s � 22•R3 ��Fi ROAD EL 22.4 TRACT "m11 17" X 13" C. M. P. INV. EL. 19.9 8" P.V.C. INV. EL. 16.14 DETAIL "E" N. T. S. . ROAD EL. 22.7 i . 21 "X 15" C. M. P. INV. EL. 19.4 8 P. V. C. INV. EL. 14.46 DETAIL F 11 N. T. S. ROAD EL. 23.4 2 1 " X 15" C. M. P. INV. EL. 19.2 8" P V.C. INV. EL. 15.26 DETAIL "G11 N. T. S. ,I I 1 SEWER STANDARD ROAD DETAIL ( N. T. S.) NOTES: I.- LOCATE SEWER LINES 6'-0" OFF PROPERTY LINEEXCEPT WHERE SHOWN OTHERWISE. 2.- CURB AND GUTTER, DRAINAGE SYSTEM IS USED THROUGHOUT THIS SUBDIVISION. D. E.R. APPROVAL NO. CS 31 - 3 6651 DATED DEC. 16,1980 �S 107 LOTS THIS SHEET DATE MAY 1980 DSG BY L H. DWN BY M. B IRELEA5LD tlT Jn« i rw J SCALE I"= 100' CK'D BY J. G• APPR 9YI i 3 of 5 FILE NP-473- 42- 80 r Q. WETWELL F.P.StL.CO. SERVICE METER, O BILL OF MATERIALS MAIN SWITCH WATERTIGHT 6 _ 812 -- ENCLOSURE.., EDGE OF WETWELL FEEDERS a CONDUIT (SEE ELECTRICAL l1 11 FOUNDATION ( SEE ELECTRICAL NOTE #3) NOTE # 4) . O ,SEE PUMP DATA # 6 IN 3/4 5 - 4 CONDUIT. LIGHTNIN ARRESTER 8" HIGH LEVEL ALARM LIGHT. _ - O2 (4) 2"STAINLESS STEEL PIPE .• I • , OD • . GUIDES 4 HARDWARE FOR MOUNTING. FEEDERS a CONDUIT CONCRETE 2 •1 6�90° C.I. PEDESTAL _ /� O 25 FT STAINLESS STEEL LIFTING (SEE NOTE # 3 ELECTRICAL \ / 2'-6'WIDE - - FLANGED ESL 6��X 8" / WETWELL 30" CABLE FOR EACH PUMP ;< - - o pOo I ` RED. ELBOW THERM-O- , 4O (2) 4 DIA. C I BASE ELLS. (BY FLYGT) Q WELD. 4 - I „ I \ O (3) FLYGT ENH - 10 LEVEL CONTROLS 4 FLANGED FULL O 13 3 10 12 WITH 35' OF ELECTRIC CABLE EACH. TO F. P, a L. CO. COPPER WELD 5 9 - - TRANSFORMER. GROUND RODS PORT PLUG VALVE VIEW'A' 3/4 X 8 0 LONG. �� , _ / \ ap I � � DISCHARGE 4 X 90 FLANGED EL.- 1 - a +n it, PIPE _ i -� ('j1 O (I) STAINLESS STEEL CABLE. HOLDER AUXILIARY PUMP OUT 11 It --�--- ° � WITH HARDWARE FOR MOUNTING �� 6 X 4 RED. I I _ VIEW A — _ o , II III _ 4 I' 51CD �_I� _ IIj O7 (1) 30" X 48" ALUMINUM HATCH COVER o W I -�-III------ \--- WITH STAINLESS STEEL HARDWARE. • _ _ o Lh i (2) 6"C.1. PIPE (FLANGED) CONTROL PANEL WATERTIGHT 2 I FLANGED CROSS O ENCLOSURE OF FIBERGLASS %.' = 1 I 8i CONSTRUCTION O7 _ 30 X48• ALUMINUM I. •.: �' . � -- to - _ _ _ACCESS (2)6��X90°C.I. FLANGED ELLS C.B.S. il .. a0 WETWELL RAME HATCH COVER , - (SHORT RADIUS ) i �� FLYGT MODEL"C" 8��FORCE MAIN I ct I0 4�� PVC_ GOOSE NECK VENT „ „ SECTION A•A SEC VALVE BOX _ THIS VENT SHALL NOT OR SIMILAR W !� \ FACE TOWARD z ��\` ��- -m- - - - - - � �_ I -�- - I I �(Z) 411X 6C.I. FLANGED REDUCER. ELECTRICAL 10 _ VALVE BOX PROVIDE CONC. SUPPORT 1 o - FOR NEW C'ONTOL - PANEL I " 6 - 0 Z I II / I. (2) 611 FLANGED FULL PORT PLUG VALVE PANEL 12"� 211�60 2-04 . �� -30" X 30 AL ° ° LII �- III - - - - - - - O • ' ' JJ - J \ 2-#4 TYP, 7 HATCH COVER _ �� 11� 1 �� i FLANGED CHECK VALVE W/OUTSIDE 4" %4 S.S. ANCHOR ELEV.=26.5 3-8' E.F 6 WITH PADLOCK HASP = TOTAL -8 BARS � / DISCHARGE O (2) �6 �� SPRING AND LEVER EXIST. GRAD VENT HOOK BOLT7 .11 p FLYGT MODEL B OR SIMILAR EL. - _ ;_'•� �.=-.-'� 'v CONC. SLAB 26.0' / PIPE O (I) 65C6 C I FLANGED CROSS 2 MIN. ll w W Z O"KAMLOK,• OPENI\��:;��i 4 (2) 11 6 C I FLANGED SHORT .� y�INN It 2 633-A C I ADAPTOR RADIUS 90° ELLS. 6 PPER GUIDE '� + Z ' ., � ��634-BK DUST CAP � �� O (I) 4�� MIP X HOSE CONNECTION � I CABLE �� BRACKET ;'*�� _ _ - .� 1 HOLDER 6 . � I " 4 O C I P FLG X ;_ 7�-0�� I. D. O �F P. E L. CO. -- - ��, I 30 X 30 ALUMINUM HATCH COVER TO o THREADED END _' ' WETWELL -- --6 X 90 SHORT I � , „ TRANSFORMER I A RADIUS ELBOW O A N ---- 7 (2) 6 DIA. C.I.PIPE (FLANGED) 10 1 6°C.I. PIPE 6C.I.P. FL. 0 L_ — — PROVIDE CONDUIT FOR MOTOR - - i 8 INFLUENT �\ / _ O (I) 4� KAMLOGK OPEN 633-A CI. ADAPTOR CA BLE 8 LIQUID LEVEL 't PIPE REGULATOR CABLE. C.I.C.I.P 2°G.V. 8� � a 634 - BK DUST CAP CONDUCTORS a CONDUIT TO BE 2 PVC. ` CBS S ' 1 _ CBS(TYP9O. (1) 4�� FLANGED FULL PORT PLUG VALVE SIZED BY PANEL SUPPLIER. 164 . w `• ' ii——`i/i/ Y//. +//i/ v ///��` is .. / •, • � �• .� •� � -`.� 'W/2 (66# 5 (TYP.)G• 10 (I) 4" DIA. C.I. PIPE (FLANGED GRAVEL PERCOLATION 1 L— 6FLANGED FULL PORT PLUG VALVE _ II 8" FLANGED COUPLING ADAPTER 8 4 BED OVER COMPACTED �_ 611 FLANGED CHECK VALVE W/ OUTSIDE I 12 6�� X 8" REDUCING 900 ELBOW SOIL (3�� THICK) SORING AND LEVER LIQUID CON LEVEL SENSORS 5O 2 C CRADLE I-) 6 PREFAB. REINFORCED SUPPORT,`UNDER 13 (X4�� CONC. REDUCER CONCRETE MANHOLE CROSS STAINLESS STEEL GUIDE PLAN VIEW _ BARS 6. 0 N INFLUENT PIPE 114 V EL = 10.70 PUMP NO. 2 ON AND HIGH WATER ALARM EL = 10.70 PUMP NO.2 OFF AND PUMP NO. = 1 0.20 PUMP OFF EL. = 9.20 I ..USE (4) 3j'4 " ANCHOR BOLTS PROJECTION 2" t ' TYPICAL WETWELL INSTALLATION. HIGH COURT TRACT "Pit 61 -011 HIGH CHAIN LINK FENCE 71- 011 WETWELL - GR. EL. 26.0 EASEMENT 18" UP THE POLE '1 AMT LOCATION MAP TR N.T.S. D.E.R. APPROVAL NO. CS 31 - 36651 DATED DEC. 16,1980 FILE 473 -42-8 T-o- MINI X z cD N I I 4' 0„ T IIA. JP INSIDE OF MANHOLE WALLS TO RECEIVE I- COAT OF. B E� H No. 127 ELASTOMERIC COATING I- GAL. MIN. PER 200 S.F. OF SUrtFACE. ALL MANHOLE LIDS TO BE U.S. FOUNDRY TYPE " B " 130 # ALL MANHOLE FRAMES IN NON PAVED AREAS TO BE U.S. FOUNDRY TYPE "B"- 1 110 * 2- 1— 01A. H0LGs PICK HOLE SEE DETAIL "A" ,-BRICK MASONRY TO I BE PLASTERED INSIDE 2L4 AND OUTSIDE WITH a MORTAR is 3" p� _ -� a4 z TYPE "B" COVER Irn i _ a. ALL MANHOLE FRAMES IN PAVED AREAS f , f TO BE U.S. FOUNDRY TYPE " B" 200 # j r •J14+-4 8, ALL SEATING SURFACES AND TOP OF FRAME 10 % HYDRATED LIME 84 a TO BE MACHINED. TO BE ADDED TO MORTAR 5" WALL � FOR JOINTS. I a 22 r e � t3" ' 6" MIN. UJI 18"MA DISTANCE TO FIRST f TYPICAL FOR ALL Iff zt - c JOINT IN PIPE j` MANHOLES OR g zo a a > STRUCTURES — 1 , , —}—I a r7 t PIPE TO BE CUT OFF 8"CONC BOTTOM SLAB AT SPRING LINE BEFORE J P #4Ca 12" MIN E.W. COMPLETION OF Ir "HOLE to — M CUT GROUTED FLUSH WITH NOTE LOWEST PIPE IN MAN- INSIDE FACE OF M.N. HOLE SHALL EXTEND TYPE I` B" MANHOLE FRAME AND COVER ACROSS FULL INSIDE DIAMETER. ALL CONCRETE TO BE 3000 P- S -1 . 0 U \ \O Inz SELECTED BACKFILL THROUGHLY COMPACTED UJI z� �� IN MAX.6" LAYERS UP TO 12" ABOVE PIPE:TYP. - �� SECTION A - A N oo \� 0 N �, "GRADED OR PEA MAND CKGRAVEL BRICK MANHOLE TOP OF PIPE .per gyp` -' THROUGHLYTAMPED COMPACTED UPTO ;• o }} CENTER OF PIPE. 2" MIN. COARSE SAND , 1 , N 0 T E ALL MANHOLE INVERTS SHALL BE AS SHOWN SUITABLE BEARING --- SHAPED BY TAMPING TO FIT PIPE.-TYP. ''�— ' ROCK OR YIELDING TRENCH BOTTOM ABOVE OR SHALL BE FORMED WITH CONC. UNDISTURBED EARTH. " SHAPE O.D.OF PIPE "q" OR OVER FOUNDATION TYPE It. BRICK AND MORTAR. PLUS 2" MIN. C L A S S B-I C L A S S 8- 2 Won FIN. PVMT. , SMOOTH FINISH 1/2 CEMENT MORTAR INSIDE 8, OUT OF BRICK IF USED CEMENT GROUT ALL JOINTS AS ASSEMBLED/ SMOOTH FINISH 1 WHEN COMPLETED / z "v N FIN. \ w z TOP OF PI 0 U ih n 4" WALL FOR PRECAS CONC PIPE LESS THAN G' AS MFG. BY U.S. CON - CUT. CRETE PIPE CO. O.E 6" WALL: FOR OVER 6' CUT I W 4' 0" INVERT 4" GROUT 0 5` 4" DIA. 4 1` 4 @ 12 MIN E W SECTIONS ARE FURNISHED IN 21-0", A 4'-0*' LENGTHS WEIGHT = 850 LBS., PER FOOT. PRECAST MANHOLE USE WHERE COVER IS LESS THAN 5 FT. OR OVER 12 FT AND ALL LATERALS CLASS It B'-'- BEDDING NO STONES HAVING ANY DIMENSION GREATER THAN 4" IN BACKFILL OR ANY ORGANIC MATERIAL TO 24"ABOVE PIPE.-TYP. GHTLY COMPACTED LECTED BACKFILL TO 6" BOVE PIPE UUAKbt 6AND BEARING UNDISTURBED EARTH USE ONLY WHERE COVER IS 5FT TO 12 FT AND CLASS B- 2 BEDDING IS NOT REQUIRED . CLASS "C" BEDDING FIN. GRADE /` I " A " I TOP OF OF PIPE' «D" PIPE SIZE «A" SHAPED WIDTH " B„ BED DEPTH 4" 3 1 / 2" 4" 6„ 5„ 4« 8" 6" 4" 10" 7 1 /2" 4" 12" 9• -4 III/2" � 4« j 5" 15" 18" 13 1 /2" --- — 6" 4 - - — 1 T - -- - -- — "C" COVER "A" WIDTH@TOP OF PIPE "0" PIPE SIZE 4' OR LESS 24" MAXIMUM 4 -6", .I; 10- 4 12" 4' TO 5' 30" MAXIMUM 5' TO 12' NO MAXIMUM 12'OR OVER 30"- MAXIMUM 36 MAXIMUM 15 F 18" TRENCH WIDTH -DETAILS D- I D - 2 8 8 10 8 SECTION C-C REVERSE RING TEE BRANCH BRICK - CEMENT IN ,POSITION T 4 . - 0 ., { 6, }' D-2 f Ci LONG RADIUS IN 4 1 I SHEETING a SHORING MUST BE USED /tom TO KEEP EDGE OF EXCAVATION 2'- O" MIN. FROM EDGE OF PVMT. SHEETING LEFT IN PLACE WILL BE CUT OFF 4'-0" BELOW FIN. GRADE . REVERE RING WYE B ANCH — LONG RADIUS CURVE C 6 LONG RADIUS VERTICAL STACK CONNECTION TO BE USED ONLY IF IMPOSSIBLE TO BED LATERAL ON WALL OF TRENCH. LONGIRADIUS ,,v . WALL OF TRENCH/� 4„ MIN. CONC. j LONG RADIUS CURVE y 1 FROM 600 TO 90" COMPLETE ENCASEMENT OF LATERAL. FROM 350 TO 600 BED LOWER HALF OF PIPE. SANITARY SEWER RISER ELBOW, TO BE I I ELBOW, TO OE LOW POINT OF SWALE PLACED WITH l 1 PLACED WITH I / CROWN ON LEVEL. CROWN ON LEVEL I FIN. GRADE 6" SINGLE CONNECTION WITH CROWN OF WITH CROWN OF Al OUTLET LINE. OUTLET LINE, r�, I ALL CONCRETE TO BE 3000 : w 6"x 4" V.C.P. DOUBLE P.S.I. (CLASS "A"). IN BRICK M.H OD "Y" BRANCH CONCRETE )MILL BE CARRIED TO z tp 0 A POINT 8' ABOVE CROWN OF HIGHEST LATERAL. 2 w 6ATER TIGHT c*jN1 N'6" DOUBLE CONNECTION V.C. STOPPER W / WD STAKE TYPE "B" BE DING TYP. �1 HOUSE LATERAL MIN. SLOPE I/8" PER FT. CONNECTIONS MIN.SLOPE FTPE + 4" .STANDARD DROP, - • ANGLE VARIES - 4" SING4..E tONNECTION w z SEE ABOVE MAIN TYPE"B-2"(ROCK) BEDDI,NG G SPUR OF WYE 8 CURVE TYP.cr W. 11" MIN. CLEAR OPENING U.S. FOUNDRY 32-C INVERT OF LIATERAL TO BE 36" FROM FIN GRAD cr 0 EXCEPT ON "WATER LINE SIDE" OF STREET R/W OL /COVER 35 # WHERE IT SHALL DROP TO 48" AS SOON AS V A R I £ S FRAME 50 DEPTH OF MAIN SEWER PERMITS. ' SANITARY SEWER LATERAL IO':x 10"' CONC. BASE FOR M. H, FRAME a e WRAP V,C.P. W/2 LAYERS OF ROOFING FELT 7 `cD 30° L. R. ELBOW TRENCIj USE CONC. ENCASEMENT ..ONLY IF -- - - - �- - --_A _ - CONSTRUCT NEW I i EXISTING N REQ.- & KEEP CLEAR FROM HORIZ. PIPE. PAVEMENT --� 1 ( TRENCH PAVEMENT I 60• WYE 6111V.C. PIPE MIN, A B 1 I B EXISTING PAVEMENT SHALL BE 1 I CONCRETE LRIMMED ALONG NEAT STRAIGHT I WOOD DISC I OR P.V.C. PLUG. PLAN TERMINAL CLEANOUT BASE a PAVEMENT VARIES REPLACEMENT BY OTHERS i I .- _ TOP OF PAVEMENT I'_0, tl I'_O" u� OR FIN GRADE 1 MIN• MI 1 1 �O PROTECTIVE SLAB REQUIRED WHERE STRUCTURE BACK - COVER FOR MAINS IS LESS THAN FILLED TO A POINT 3ir;«.ai,ii � cn 30" AND FOR LATERALS IS LESS THAN 24 ONE FOOT (1'-0") ir W ABOVE CROWN OF VARIES PIPE, IN 6 " COM- PACTED LAYERS. ;TIVE SLAB PROTECTIVE SLAB SEE DETAIL FOR SECTIONS "A -All & LIB-B11 BEDDING @ PIPE ----- - TRENCH FILL AND PAVEMENT DETAIL io L. TAMPED - - PORTION OF UNIT 16 (FILL PLACED " MAX. LAYERS. ( PHASE ONE) ALIGNMENT SHALL BE WITHIN. STANDARD SEWER DETAILS '' 1/16" VERTICAL P- ±I/8" HORIZONTAL REFERENCE TO GRADE LINE. SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA. 4" SLAB- 3000 LB. CONCRETE WITH 6"X 6" N' 10 G. I. MESH, MIN. BEARING 12" EACH SIDE OF TRENCH. General Dadopnient ,• 1 A G"wr D"coinunt E"Eddw BY TYPICAL PORT CHARLOTTE MIAMI VERO BEACH ' . NO. 15323 FLORIDA ATE OF FLORIDA DATED DEC. 16, 1980 DATE MAY • 1980 DSG. BY L. H. DWN. BY M. B. RELEASED BY SHEET NO. 5 SEWER MAIN DETAILS D.E.R. APPROVAL NO. CS 31- 36651 SCALE AS SHOWN CK'D. BY J. G. APPR. BY 5 OF 5 - FILE 473- 42 - 80