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"FTW� A, &Y"W"4-- UAW" e 'Gk "UMSYMY I X WTY_j�S E 0-HER'' A j, 1 M Y11 -via OSTEMENTA LhSS 160 my sB I'FRO EM AW-W 41 _CAOSSINdi,�f jany VINT OR_ A LUL IUS *0- a "Ona A-.T, - -A also-, ... - 1 . ­ an "t7ld, et ...ev yQu0cwWAN -THE'�"SEWM.� I -P HAL "P W IT H C ES �T tl� won MHERE1 EWE 761DRAINME-, ROSS,-,-'.' 8 HANA EN 0 j%rERTjCALQCLEARANCE',�­ i___E0" 0�. I'!:�tbNCk IIi now 0 Ir IW_ .now, In WV Ago IK -MAIN HAN IIiE-.-FWA1N-t�':t'R'OSS WITH �`-LESS,'-1 III. ..... ICONCRE -;�'LN UAS t I V,etAE ,P.O I NTA I-WAT zEWER.:--MA1NZj ie-A 1) IN] -LATERAL,,,SEPARA-r'O M'JU M '10 1M Mo. 1 SIC, - . , P, - , I - , - -. - "I A- it! =0 -t -A. -I If1v i-WANHOLE',�`,TOP'*�_'Et: ATIGNSASHAUME-0-1 hip I7 INAAN TAMR-gCo AM" YnP' Iz IE,_`r�FINISH`�,GR N I L 26,1--:_A13OV USH "'WIT H­,AJA'VtM CIATI iIA D E.,,';M I N 11 ian 7" 4�� j- ­4? ts T n R -An W AV i e1h "Miny!q II30' ILI I Z 0AZA'A-1 r%A4' IlIlown IIIINMAN 1VERj"WjCdT""eq`j j- Ile II BAST IANIA uwrc1PAU,�7.,i,,-, IZia, I" IN my Imew '&nhiw', Wyyw, !yarm, IIiI'.I IZoo Ii44",; 7 (D Ilow KIM I?Alps- AV ell, I91 MW, 111-r oil 0 F 07 on 1444 1. IAll W It.,tox 4 PVT-", ;V, wenn, j"Cl CAN— a, liII. ON n7- QQJ ,j=,)fl is. ;­29 tI-yes sisII, n—FQ "gym,* hip A tot! "I QW IIIToo "Of FMW74 SM 0 McOiCATI Its' 4, -woman 13 ji-T sodn­ 40. III! ttoo IIiPON �p IIow- Via. Ionto vagTo Iof, -N *"I icy =TA ii W Ad- 4 rt F_ rifl AV r. U 12%6 0 T­VVI L 1VT A,1U1M,-1 I KUL; 11 IUN IIin'4 4-0 5"07 zoo KA now, ANUAL -A - " -1 I , M I R R E LEA S'E NA LV E 9 S R'A al G"!OCONvhc%!A"--,-%,viiumRNED'UTfLITIES""',BEFORE"--COMMENCI Gf��CONSTRUCTION'4-;�1- IICO N S T R U C T t 0 N PARO M JH Ey 7 ;lqimm� 120-0 OBTArN-'-�.-ALL'INECESSARNIIIOADVICNOSSINGiVERAT iS a E ASTh .,XPP,. -Y WWO. X II�'A L L,` 1 N I S H 'G R A 0 E 1 E L EM 0 N 1 h R E ,b A S E D `0N 1) E V t L`6 'P'- 'E' N"_T? 0. X 14 9' D AT E D I P ILU1980 ANWREFE !r TEI:tENT ER it Ky"ALEW ONS 'ATREAR,e:'PRGPERTYAjj"Q0"`j vow I AUSTAEAVER1 FIE 0 BEFORE COMMENCING' T'HE',_W_O R W"ELEVATION �-LINM, AREJASED"Ok TYPICALL 084BLOCKGRNDING.`�,e� IsIRA I--Wx '=% .0001s, Not IitIQ via IIIya 41 IIts AC7 its- no: N; -Ants I Ito IA &KAM A 4" V, jk 7"A"Aw 0 F--A X15N 6 T itt IY_ _1"91 own. 7001 -AW KQ E ET I-Vion", _��. -"%�§ To Ai�y W; wimp- Wn., 2 =Now- PAM g ago nqost ILl FT- A' D ETA I ST NO' IIIMan ,,4 2 ------- ------ A I L �5 G L 4R'.L- 0 -1 -AND DE-1 AILTO E V`- OF IQ7 -not 130 anon A. 176V�; 4 TRAC _"U TRACT *XX Qloq Am on n-. T 4 R K IINK 70 won AvEN ILA ,gm>q TNTIoom-� _hW_ �/o 4 TIT Z%%�W, ONO, 4. t2 -:610 L r 10 9 5 5 13 D" ki" !,M� all it' _GTION 20 Oja- 14 'A ce-W I -mow, j - - --A ab"M-f- IN 0 P Nov" K I-OW-M 0 Y - n_1 "I n nA ta- t T own WWAT 3, jqqj�j; Zoo lax 4: -4 I.8, 9 16 I_=r:-j" VMS"- A 24 23 22 0 20 F WAY 3 I rT, . . . . . . . . . . . . . . . tr I-2 : IIs, 3 16 45 1Q is f4 A I5 4- H A 14, i3� "K- we - -1 � -�_ lauz _60Y. - .".- -4, - - # -- - I I :. ��. Fama W.- 4WD 5" 6 jP - e, � - . a- - -, �, -.' I!-, IIUJI2 nPown 12 t I 7 Oz X wool, sit h-, 10 07`-;.!�i-,DATM' IAPP R STOEET OWN 2 3 TRACT ]4 _N IN I P H A S E S., PORT.10 j"V A TRACY, I W% 't TRM"QK IIollow Ino", II- 4 IG' 13 WQY" IE C - fin- _11. Y 7XV an I A now A "I �e VA' I4 0 -n Line -HIGHLAN AMAIN A I V ER low SED 0 , STIAN; ASK Ij tow,< XV "no" o�-zt-ti-�-,�.,-,�-,---�,,��t�,"-"O��11--� Soo 600 '60 ing Wt4* VIA- "On -"A" IIIORTi.'te-C ik %LE AN-IFEET_. IrATE�� 15A: Now- oil- it' I'A J RELEAJOBY I OF 6' . . . ....... . SCALE:AS SHOWN at- I IOr a All 4 via 0 Y-1L 1 E -508-42-ry asins, W to eIToo 01MOT "One 0" IFI-T ToW Q ton 1 IIII­mute> ny.msj- 10 W� Iit, I1 A Q licit or's D A PIPE SIZE SHAPED BED DEPTH WIDTH 4" 3 1/2 " 4 " 6 5" 4 8 6" _ 4 I Q't ' a 7 1/2" 4 „ 1'� 2 9, 4" 15 It 1 1 1/2 5" 18 " 13 1/2" 6 PRECAST CONC. PIPE AS M FG. BY TOLLES CONC. SPECIALTIES INC. 4'-0" DIA. 1.A"WIDTH@TOP OF PIPE "B"AT GRADE "C" COVER "D" PIPE SIZE 24" MAXIMUM 4' 4' OR LESS 30MAXIMUM 6' 4' TO 5' 4, 61.38" -' 30t", MAXIMUM 10'- 12' 5' TO 12' 10"a 12" 30" MAXIMUM :- 16 [?-'OR OVER 36" MAXIMUM 16' 12'OR OVER '15"& 18" DIAMETER TEE DIIA "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 S A� CO�LECTiCI 1 - LOCATION MAP 3000 1500 0 3000 6000 SCALE IN FEET ENGINEERS NOTES 7c4LW �Ull�FAA1901— T I. ALL.GRAVITY SEWER PIPES ARE 811 P.V.C. SD.R.- 35 CLASS 160 UNLESS OTHERWISE NOTED ALL FORCE MAINS SHALL BE P.V.C. PIPE CLASS 160 TYPE I GRADE SDR. 26. 2. WHERE SEWER a DRAINAGE PIPES CROSS WITH LESS THAN ONE FOOT VERTICAL CLEARANCE, THE SEWER PIPE SHALL BE "'CASED IN CONCRETE 101 EACH SIDE FRO�a1 THE CROSSING POINT OR C.I.P. SHALL BE USED. IERE WATER a SEWER PIPE MAINS CROSS WITH LESS THAN 1811 VERTICAL CLEARANCE, SEWER MAIN SHALL BE CONCRETE CASED 10' EACH SIDE FROM THE CROSSING POINT. INTAIN MINIMUM 10' LATERAL SEPARATION BETWEEN SEWER MAINS AND WATER PIPES. LESS OTHERWISE NOTED - MANHOLE TOP ELEVATIONS SHALL BE: PAVED AREA - FLUSH WITH PAVEMENT. UNPAVED AREA 0.25 ABOVE FINISH GRADE MINIMUM. STORE ALL HEADWALLS TO ORIGINAL CONDITION WHERE DAMAGED BY UTILITY CONSTRUCTION. L PIPES TO HAVE A MINIMUM COVER OF 3r-Orr N UAL AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS ALONG FORCE MAIN. NTACT ALL CONCERNED UTILITIES BEFORE COMMENCING CONSTRUCTION. TAIN ALL NECESSARY ROAD CROSSING PERMITS PRIOR TO CONSTRUCTION FROM INDIAN RIVER COUNTY, FLORIDA. RIGHT OF WAY vim.... W 11 • - I' 25 24 23 ,22 216149 ro 17 16 IS 14 12 II 615 7 i0 - 3 2 / 2 2 3 4 5 62 8 9 10 II 12 13 _ 36 1 2 3 4 5 6 7 8 9 10 II 12 13 I 2 3 4 5 6 y J JULIAN AVENUE 35 2 4 I 30 29 28 27 26 25 1 30 29 28 27 26 75 34 4 I 2 3 4 5 66138 9 10 II 112111 1 2 3 a 5 6616 6 2 21 22 4 2 21 ?2 23 24 33 S TRAIT s 3 _ DRIVE 32 [2 �f� 8 �' ,,S�zz KEY MAP 600 0 300 600 SCALE IN FEET LEGEND. TRENCH CUTS (FT) 0 — 6 6 — 8 8 — 10 10 12 12 a OVER DENOTES WYE LATERAL �8 AVEN'1 �s INVERT _ELEV. OF LINE f �4623 22 21 219 Is 17 14 >. I&Ifl AT 'M.-H. 17 3 9 10 11 12113114 15 16 �EY AV�95 i2 TOP ELEV. OF M. H. 17 I s 6 784 M. H. WAY M. H. NUMBER WT OF - /5./ 27 __. TRACT 70 — /Q/6e0 m Q INVERT ELEV. OF LINE 27-17 AT M. H. 17 DIRECTION OF FLOW 11 r D E X. "D" DENOTES DROP s O INVERT ELEV. OF LINE m I. COVER SHEET I6-17 AT M.H.17 2 LAYOUT DETAILS SLOPE OF LINE I7- Is C.TO C. DIST. BETWEEN M. H. S. 16 a 17 STANDARD SEWER DETAILS /6 D_E.R. APPR. CS31- 44- 598 DATED 8-3-81 D.E.R. CS- 31- 70471 PORTION OF UNIT 17 (PHASES 3, 4 6- 6-83 SHEETS 2&4 r APPP FILE e SEBASTIAN HIGHLANDS UNIT /7 PHASES I 8 2 1 I 9. 25 8/' eo O. 30 % 9.49 I PROP LIFT STAT NO. 2 - I I IN PORTION OF UNIT 17 PHASES I B 2 \ - I►o / THIS PORTION TO BE BUILT I I I I I I \ WITH S. H. 17 PHASE I a 2- 2 2 _ h U) a tt tt DETAIL "A 1 Q; I 42X 29"c.M.P I TRACT K TRACT tt M I I i/JV. oUT /5.7 1 3 @ 3 o I . l �. N III 588 24 III 14 I 1 1 I 5 81 4 5 6 7 I 8 9 I 10 II 12 13 14 15 i 1 2 3 1 11 4 5 6 7 .� ► G I RA RD' is I DETAIL '�B" DETAIL "G" DETAIL'IG-I�� n i 11 A V E. 8 Z/S 22-s r N DETAIL F III s. ti a T G ui 2/. D I 5 277'1a7_ O 30/ 277'(a) 22 2a 0. 30 : , � ZG 1 Q 30 .30q 223 ///5 /4.00 3 \ e /3. / 7 /Z. 34 /2. 34 //. S/ /i 5/ /a 52 / .43 /4. 3 Z7 /4, 33 1508 s . <1• /?"x/ ./Y1.P. u1 /7' /3^'C.M.P. � GM. 24"x/B"GiYI. /9.7 /n/Y. /A/ 00.5 j ni //vY. //v 2o.5r /NY. IAI /q,O � IAIY- A/ /9.0 ?�' G 22.4 1 6 /NY. ou /q,� //vY 07 204 /n/Y ovT 20. ./n/Y. ouT /B.9 /,may ovT /8. 9 J I 9 9 8 7 6 5 4 3 2 I 3 2 I ��. 1 2 8 I 2 8 587 0 q t 7 N 10 586 0° 2 27 0 2 27 10 Q 4 29 @ � � Q hUZI20 21 22 23 24 25 26 W ^� @ 1 22.0 3 \ I I _ Q 8 oI z9 COURT `� N 3 26� m 3 26� II 1 0 / 2z 4 ro I� m W J °' 3 N 5 28 o I- 058 /w 0. 40 / / 238' 0. Bo 1 9 12 19 /4.24 /3.2 /3.2 /2.58 2° d0- 4 25 4 25 12 0 2g 22.9 N 6 27 ° O 10 @ 13 I - 2 3 4 5 , 25 232 5 24 5 2 4 N 13 Q _ z o 18� a 585 m a Z @ a 7 26 4- 14 LLJ _ Ci 6 23 ° 6 23 i4 � I Q 17 co) 6 8 25 0 583 582 �1 I 12 15 8 5 84 ° o 7 22 7 22 m 15 m � �� rA //V Y. /N /B. O el O /IVY. /iV /7 G 16 t t H 7 92,79 t (J� /NY. Our /7 5 � , /NY. OUT /7. u ° y' TRACT J /G$ 24 N �' 4 0205 /sa ' 040 \ \hIl' 8 21 8 21 o 16 8 W o 10 23 29� 24.0 1 I i I DETAIL "C��`= o a 3 023.7 i 18 17 11I 16 s=�„ J @� 9 20 9 20 17 15 �, 14 % ��� 9 � ,I 1 ti e Q II 22 ° I 13 NO 6 9 o FA.S, 0 7 �7y23.3 10 19 10 19 V\ 18 2 V/ 20 (D 2/"X /s acn7P 10 vl Y. /.c/ /7 e 12 2 I o ROAD EL.21.60 A /"y our /7 7 z Q Jv z rn + m 0 Q m I I 18 m 11 18 a 19 21.9 I- 0 � 1711 x 13 C.M.P. 20 0 INV. EL. 19.00 // 10 = 4 LI .. __ 12 �`� \�o U @ 12 17 00, ro 12 17 � 20 14 19 L1 h co I8„ PVC. 9 � G ��� O,lo 2/S � INV. EL. 17.17 ROAD EL. 22.5 o C553 �� ���2 aG C'� 0 13 16 0- 22.4 13 1610 o� 21 c + o DETAIL "Ell - '9 8 2/./2� 6� 15 - 24' . n ii 33 17"x 13" c.M.P 0 16 17 18 3' DETAIL D 1 :� 22,( NV. EL. 20.45 14 15 14 15 22 '�s_ � ,. \\ „ 7 N NoT 2/ X/5 cki,p o r /NY. /N /9. ROAD EL. 21.8 '!/ 6 L_.- _-. o Cor1s7R� 7�D s� 9 /niY our /8.9 n/Y. ouT /e. 223 9 �= /7 ZO /C.29 /5.82 70 7i�t e"' /G84 G,84 /8.coo . 8 It P. v.C. Zi 20.1 9 20.9 Z2 23 / 3Z INV. EL. 10.65 6 _ ._ 227'� 40% 61 j 254 40 % , ,! I 23 21 x 15"C. M. P ,9j 11 I���'m _ \ r "Ell INV. EL. 18.95 DETAIL " G" �. i I I= D R I V E i I I DETAIL E 4 1 I"? 2 i . 30 29 28 III 27 26 25 24 1 _ I o o I I ROAD EL. 22.5 Y ,1, IIIN�� III - i11 III INV. EL. 14.90 17"x 13" C.M.P. I INV. EL.20.45 SCH U MANN WATERWAY D E TA I L tt F 1t : I 8„ P. V C. INV. EL.13.50 D ETAI L 11G - 1 11 z z Q D U ROAD EL. 2 2.1 All CD 42 x 29" C.M.P INV. EL. 15.90 8"FV. C. INV EL.9.83 - DETAIL "A" ROAD EL.22.1 17"x 15"C.M-R INV. EL.19.65 8" PV.C. INV. EL. 12.63 DETAIL "B" ROAD EL. 20.4 17" x 15" C. M.P INV EL. 17.75 I s" C.I.P INV. EL. 16.30 DETAIL "C" ROAD EL. 21.6 1 1 21"x 15" C.M.P. ` INV EL. 18.95 tt f 8" PV.C. INV. EL. 17.08 1 DETAIL "D" Al I � -a 3, 4 ei ; 2'_ tG � f,') T �) L,� I �ZB�B/ 1 HRF 1 /�Ev/5E0 M /,/ T �S P /NvERTs r D.E.R. CS -31- 70471 6-6- 83 D.E.R. APPR. NO. CS31-44-598 8-3-81 198 LOTS THIS SHEET PORTION OF UNIT 17 (PHASES 31 4 & 5) SEWAGE COLLECTION SYSTEM SEBASTIAN HIGHLANDS, INDIAN RIVER COUNTY, FLORIDA General Development Bove m cmww A GI -al Dovalopmant Subsidiary BY PORT CHARLOTTE MIAMI VERO BEACH P.E. NO. 15323 FLORIDA STATE OF FLORIDA DATE JUKE 83 DSG BY L.H. DWN. BY M.R. RELEASED BY SHEET NO 2 SCALE I"= 100' CK'D. BY J.G. APPR BY 2 OF FILE 5 2 2- 4 2- 81 o � Q Q cQ Lu ( NOT SUBDIVIDED ) 42'X 29"C MP 4Z"x Z 9" cal fR /n/✓./w/co.e ivyo r16.8 D R Al N A G E RIG HT OF W A Y D R A I N R/ W ri 621 pal I 2 3 4 5 6 7 8 9 10 II 12 13 36 3 D ETA IL '�i J U L I A N AV E. p. 217 I 22•/ 2/� 1 /7/O I /5.9G /5.90 /4.G6 Z2 /8.50 /74 A3 /744 /G.37 Z/.0 G7 3/5'(� O 40 Y. G 3/0' 40 O % 9 26G'�D 40 0 2�7'(� 0 40 / to 35 19 1' -7",r /2"c. .P a. G 4 2 G rvK /,u 16, 6, /NV OUTOUTI z to 1 30 29 28 27 26 25�I 30 29 28 27 26 25 34 O rt1 5 o t 33 2 m 2 N 20 21 22 23 24 20 21 22 23 24 DRIVE � DRIVE 6 22 h '►. 2i DETAIL J �'w 1 32 � p• z''2-3' 213 2-2.7 4i 2/.8 Q 7 p (D� nU��. 4 325 r® o. 3a "/ N 80 / 00 0.30 % A �� /30'� 00. 30 0 2o3'� 0. 30,- 3 O 4 19 pay /7 "x /a "cs�P 19 31 DC 51 i�/v o 19.5 9¢ 8 I 4�ti Z N m z.9D l /2.00 30 W I i8 28 1 54 �� 22. 21 8 0 225 300 30/ PROP L.S. Q 5 18 I„w 5 18 I o SEE SHT. 5 0 30 0 } 0 � �� M f � �' 29 9 }0 27 2 U) 0 20�° 6S' 618 I� 6 620 17 0 @ o N 6 7 22.8 6 17 i�a, a 29 ��. o o a 28 10 2zs 26 a 3 �, 19 3 59 5 3 7 16 617 3 619 7 16 - 619 q� 28 SEE DETAIL 27 (, 25 4 .. A A.. 118 >i I 1 5 58 0 22 0 53 1 8 15 q8 xZ 22 8 27 z z o OC _ , J 17 26 Q 9 z g - 12 o 24 = 5 V p I ° d° 14 �I o = 59 8 26 @ w 14 0 m _ 13 Q 23 0 0 z m 10 13 N J N 10 INJ 13 U 25 Q w w 24 cn 142 22 Q 7 Q 15 w o z U 39 20 o M � 12 12 I I �' - I I a a 5� �� �� z �. 24 11 3 G2 DETAIL I 9 209 DETAI L K o.�0799 2� 3 _ 23 to DETAlL_L 15 I �,� ��o °1a 21 8 2� 5 2/5' c-�o "��' \�� AAA° 14 Q 6 i o -' � 2 I aa iIJK /A/u46, o 23 ---;0 23! 7 9 2oo'w p. 30 /7 r/3"G9. 22 IAI 9 'lx V/v /8.7 s �.I our ,wr. /8.lo I I I ZD /N our /8,9 i I I 1� v �� Z i3 �'� 22 16 17 18 19 20 9 10 11 III 12 I III II 21 �I 21 DRAINAGE RIGHT OF WAY 20 I 38 1 R 120. 20 (SEE SHEET NO. 4 J VALLEY I 10'-0" 2-O" 13'- 0" 10 2 CURB I 1 PV MT. 5'- 0" 1 + I" SURFACE / COURSE - -� APPROX. LIMIT 4-0 ± ' OF TRENCH VALLEY CURB 6 BASE COURSE / 6'-0. ± t SECTION -A 0178 SEWER LINE NTS PAVEMENT CUT DETAIL (TYP) 5 47 PLACE SOME. IN THIS AREA CONSTRUCT T FLOW CHANNEI 47-A� 48-A CONSTRUCT A NEW FLOW CHANNEL ROAD EL.21.50 1711 x 13" C.M.P. INV. EL. 18.40 8 P. V. C. INV. EL. 16.50 DETAI CH" ROAD EL. 21.10 17 11 x 13"C.M.P INV. EL. 18.65 8" P. V. C. INV. EL. 16.70 DETAIL 111 I T I ROAD EL. 21.90 O FLOW. PATTERN FOR DETAIL "A -A" �ho. N. T. S. 0 17 x 13" C.M.P.' INV. EL. 19.45 19 Qi EXISTING MANHOLE �i :/� 8 P. V. C. INV. EL. 13.90 12.00 47\ M 28'(d 0.50 % ti �47A I A r1Q 22.8 _ I - 2I � 11J 11 DETAIL I o ►� -°° N 18 II "-' FL ROAD EL.21.40 it EXIST. SERVICE LINES TO BE CONNECTED TO NEW GRAVIT20SEWER (TYP.) II 17x 13" C.M.P. II INV. EL.18.95 17 11 .? R II 0 II � 11 a° 8,� P. V. C. II N INV. EL. 17.20 I 5 19 I 16 II DETAIL h II R A I) I ROAD EL.20.40 17 N x) 22.11 17" x 13" C.M.P. M i INV. EL. 17.95 15--- to FL EXISTING - MANHOLE j 8 P. V. C. INV. EL. 16.20 I "A DETAI L L' DETAIL A" SCALE C= 50' D.E.R. APPR. NO. CS31-44-598 8-3-81 144 LOTS THIS SHEET R r- I /7EV15ED A// TOPS -e /NIff j S It APPR 8Y FILE 522 - 42- , IR > I I 1 2 3 46065 I 6 1 1 7 8 TR 'T' o „fM S 5 I i AV E. ? EMPRESS E 8 P ✓. C. �0,2CE /Y1,4/N T/ETDIS I VTR.' Vz Q ' e;��601 In600 Q �59J Q vN 7-/7 fz/A 5 / 2 Q = SEGU�2 COLLECT/O(/ U s ysren� _ (n LQ Q zz Q. � I � I J S a ( SEE PROP L.S. SEE SHT 6 TRACT N SHEET l 4 p' r,-0 O, 30 / TRACT 0 i 590 DRIVE R/W 5' MIN, PIPE GUARD FLEX COUPLING EL. 23.0±-"It THRUST BLOCK NO FUTURE / CROSS SEC. 35, 115' PILINGS MIN. 25' LONG 12" DIA. STEEL PIPE FILL WITH CONC. R/W (SEE MOUNTING 5' DET. BELOW) MIN. AIR RELEASE VALV E '8 STEEL PIPE II „ (A 53 GRADE 8") 4 8" i_ r C.M.P , I E L . 9.0' ± 35' 7 9' CROSS SECTION N.T. S. up A v 8" DIA. FORCE MAIN STEEL PIPE l A 53 GR/1DE"B1� 10 I/2" � 8" WATER PIPE STEEL �— � /(A 53 GRADE B ) 2-1/2" GALV. I BOLTS 4 LENGTH. ' 120� 2" TWO LAYERS OF �1�II I IWE 30 # FELT.ihh i '_n' BULKHEA 35' LL Q M p 41 /A/ / 7.6 wT/7.3 i PAV' T. X , 45° EL. F� 1/4" THICK - ,,3/8" x 2" GALV. STEEL ANCHOR STRAP. 3" -WELDED ROAD EL. 20.8 17"x 13" C.M.P. N V. EL. 18.0 8" P.V.C. I N V. EL. 16.21 DETAIL "0" ROAD EL. 20.4 ' 2 1 " x 15" CMP. INV. EL. 17.7 8" P.V.C. 5 INV. EL. 15.74 DETAIL It " ROAD EL. 21.4 i 2-57"x 38" CMP.'S INV. EL. 15.5 8" P.V.C. INV. EL. 11.64 DETA I L "N'' ROAD EL. 20.8 21"x 15" C.M.P INV. EL. 18.20 8" P.V.C. I N V. E L. 14.18 DETAIL "P" D.E.R. CS-31- 70471 6- 6- 83 D.E.R. APPR. NO. CS31- 44-598 8-3- 81 101 LOTS THIS SHEET 1 MOUNTING _ DETAILS ( — 0 35�_ 35 �. ty V mcLl Y Ilp llS 1 ld lV I) A GwwM D.vlopw•nt SuE,d1•ry PORT CHARLOTTE MIAMI VERO BEACH FLORIDA BY P E N0 STATE OF F v 1' DATE JUKE 83 DSG BY L.H. DWN BY M.R. RELEASED BY o� SCALE I"= 100' CK'D BY J.G. APPR BY SCALE: I"= 1'-0" FILE 522- 42- e (L WETWELL F.P.&L.CO. II SERVICE METER. OMAIN SWITCH WATERTIGHT FEEDERS 81 CONDUIT ENCLOSURE. ( SEE ELECTRICAL NOTE #3) (SEE ELErTRI�AL NOTE # 3) . I # 6 IN 3/4" LIGHTNING ARRESTER HIGH LEVEL ALARM LIGHT. CONDUIT. FEEDERS a CONDUIT CONCRETE ( SEE ELECTRICAL \ / PEDESTAL NOTE * 3) \\ 2'-6" WIDE n WETWELL ,VIEW _- PROVIDE CONC. SUPPORT FOR NEW C!ONTp OL PANEL 12" X' 2'I- 6' i EXIST. GRAD EL. 2' MIN. , , Fu l/, 1 � I TO F. P. I: L. CO. THERM-O- I WELD. TO F. P. a L. CO. COPPER WELD TRANSFORMER. GROUND ROD 3/4" X 8'- 0" LONG. VIEW 11A1I N.T. S. CONTROL PANEL WATERTIGHT ENCLOSURE OF STAINLESS STEEL CONSTRUCTION. R --- 1,07 _ _ 30"X 48" ALUMINUM HATCH COVER FLYGT MO DEL "C " OR SIMILAR " —2 1-0I A TRANSFORMER I I I ' PROVIDE CONDUIT FOR MOTOR CABLE 9 LIQUID LEVEL REGULATOR CABLE. CONDUCTORS a CONDUIT TO BE SIZED BY PANEL SUPPLIER. LIQUI D LEVEL SENSORS 5O INFLUENT PIPE 114V EL = HIGH WATER ALARM EL 11.10 PUMP OFF 0 i N EL. 9. 10 O9 4" FLANGED FULL_ PORT PLUG VALVE 4'X 900 FLANGED EL. — AUXILIARY PUMP OUT - • I )411 USE (4) ANCHOR BOLTS PROJECTION 2" TYPICAL WETWELL INSTALLATION 6'- 4" 1211 SECTION A -A \-VALVE BOX =30" X 30" ALUMINUM " HATCH COVER 6 WITH PADLOCK HASP i FLYGT MODEL B OR SIMILAR •.-.. , IT CONC. SLAB -�;;,, ��� ,,•,��. „��� . ����""�`,"" 10" X 1611 CONC. FTG. .� �1► W/ 2 0 # 5 (TYR ) 4 GRAVEL PERCOLATION 6" FLANGED FULL PORT PLUG VALVE BED OVER COMPACTED 6" FLANGED CHECK VALVE W/OUTSIDE SOIL SPRING AND LEVER CONC CRADLE PREFAB. REINFORCED SUPPORT, UNDER CONCRETE MANHOLE CROSS WETWELL I.D. EL. 9.16 .l FLYGT TO HERE EL. 8.41 PLAN VIEW FORCE MAIN DATA ALL FORCE MAIN PIPE SHALL BE JOHNS-MANVILLE RING-TITE P\,C PIPE CLASS 160 TYPE 1, GRADE I (SDR 26) OR TRANSITE ASBESTOS- CEN,ENT CLASS 150 WHICH MEETS OR EXCEEDS ASTM C296-65T AIR RELEASE VALVES SHALL BE PLACED ON ALL HIGH POINTS BETWEEN LIFT STATION AND RECEIVING INFLUENT PIPE PUMP DATA I - TWO FLYGT PUMPS MODEL STD. CP - 3085 DISCHARGE TOTALLY SUBMERSIBLE EQUIPPED WITH NO. 065-438 IMPELLER AND 1.3 H P R P M 230/460VOLT PHASE 60 HE RTZ MOTORS OPERATING CONDITIONS- EACH PUMP SHALL BE CAPABLE OF DELIVERING 140 G P M AT 16 T D H. 2.- CONTROL PANEL SUPPLIER TO VERIFY WITH G. D. U. ENGINEERING IF I -PHASE TO 3-PHASE CONVERTER WOULD BE REQUIRED AT THIS LOCATION. WET WELL NOTES I- ONE WET WELL SHALL BE PRECAST ROUND MANHOLE WITH BOTTOM DESIGNED TO WITHSTAND FULL HYDROSTATIC. UP - LIFT ASSUMING MAX WATER TABLE AT FINISHED GRADE AND SHALL BE CAST MONOLITHICALLY WITH MANHOLE. WALLS SHALL BE DESIGNED TO WITHSTAND LATERAL PRESSURE IMPOSED BY THOROUGHLY COMPACTED SUBMERGED FILL PLUS 500 PSF SURCHARGE ROOF SLAB SHALL BE DESIGNED TO _ WITHSTAND A UNIFORMLY DISTRIBUTED LIVE LOAD OF 200 PS.F 2- SHOP DRAWING COVERING WETWELL SHALL BE PROVIDED FOR APPROVAL PRIOR TO CONSTRUCTION 3- FLYGT REPRESENTATIVE MUST BE PRESENT AT TIME OF PUMP STARTUP TO PUT WARRANTY INTO EFFECT 4- PAINT INTERIOR OF WETWELL WITH 2 COATS COLD TAR EPDXY. BILL OF MATERIALS WETWELL - lO (2) TWO FLYGT PUMPS MODEL STD. CP-3085 WITH NO.085-438 IMPELLER O2 (4) 2"STAINLESS STEEL PIPE GUIDES �, HARDWARE FOR MOUNTING. O3 25 FT STAINLESS STEEL LIFTING CABLE FOR EACH PUMP 4O (2) 4 DIA. C I BASE ELLS. (BY FLYGT) O5 (3) FLYGT ENH-10 LEVEL CONTROLS WITH 35 OF ELECTRIC CABLE EACH. RGE 6O (1) STAINLESS STEEL CABLE HOLDER WITH HARDWARE FOR MOUNTING O7 (1) 30" X 46" ALUMINUM HATCH COVER WITH STAINLESS STEEL HARDWARE. O8 (2) 6" C. 1. PIPE (FLANGED) O (2) 6"x 900 C. 1. FLANGED ELLS -RAME ( SHORT RADIUS ) 10 4" GOOSE NECK VENT VALVE BOX • O (2) 6" FLANGED FULL PORT PLUG VALVE O ( 2) 6" FLANGED CHECK VALVE W/OUTSIDE RGE SPRING AND LEVER O ( I) 6"x 6" Cl FLANGED CROSS 4O (2) 6" C I FLANGED SHORT RADIUS 900 ELLS. OS ( 1) 4" MIP X HOSE CONNECTION O6 (1) 30" X 30' ALUMINUM HATCH COVER O7 (2) 6" DIA. C I. PIPE (FLANGED) O (1) "KAMLOCK" OPEN 633-A Cl. ADAPTOR a 634 - BK DUST CAP O (1) 6" FLANGED FULL PORT PLUG VALVE 10 (I) 6" C.I. PIPE (FLANGED II ( 1) 6" x 4" CONC. REDUCER R/W 6" PV.C. CRAWFORD DRIVE oN - 45 - &Q U O > r4' C O N R/W Ca M �n �r F.P.aL. POLE (LOCATION 0 1 O TO BE VERIFIED WITH N I — F. P. a L. BY CONTRACTOR) - BLK. 619 ' + — LOT 21 CONCRETE PEDESTAL ( SEE WET WELL INSTALLATION DETAIL 50 DR. R/ W LOCATION 6" P.V.C. FORCE MAIN WITH BACK PREIVENTERBWATTS (OR EQUOAL) --VALVE BOX B L K. 598 f LOT 30 6' DIA. WET WELL FT STATION �6" HIGH CHAIN LINK FENCE R N. T. S. MAP D.E.R. APPR. NO. CS 31-4 4 - 598 8-3- 81 2 BPSHALL BE ENERGIZED' WHENEVER THE THE STAND-BY FAILED 4.MANUFACTURER PROVIDE SURGE CAPACITOR, PHASE MONITOR AND PORTION OF UNIT 17 ( PHASES 3,4 ELECTRICAL NOTES DUTYPUMP TO RUN AUXILIARY POWER RECEPTACLE INCLUDING A COUNTER SHALL BE ADDED TO EACH MOTOR STARTER EMERGENCY CIRCUIT BREAKER AND REQUIRED SEWAGE COLLECTION SY% 1. CONTROL LOGIC DESCRIPTION: CONTROL CIRCUIT IN ORDER TO MONITOR THE NUMBER OF INTERLOCK LOGIC WITH MAIN CIRCUIT BREAKER. LIFT STATION NO. I & DE FLOAT SWITCH FS - I SHALL BE ABLE TO TURN TIMES EACH MOTOR HAS BEEN ENERGIZED. OFF THE DUTY PUMP. PANEL SUPPLIER SHALL SUBMIT THE ELECTRICAL SHOP SEBASTIAN HIGHLANDS INDIAN RIVER COL Geri" FLOAT SWITCH FS-2 SHALL BE CONNECTED TO DRAWINGS TO G.D.U. ENGINEERING FOR APPROVAL. AN ALTERNATOR WHICH SHALL BE ABLE TO ELECTRICAL COMPONENTS SHALL BE SQUARE 'D' OREigbrai Cmva o ENERGIZE THE DUTY PUMP ( PUMP No. I OR No. 2) APPROVED EQUAL BY G.D.U. ENGINEERING. 8Y FLOAT SWITCH FS-3 SHALL BE ABLE TO TURN LA FL AT 3. THE SIZE OF FEEDERS, CONDUIT AND MAIN SWITCH •0.1..o..w... aA�.. FORT CMARLOTTE MIAYI VEROKACM P.E. NO. WARNING LIGHT DURING A HIGH WATER LEVEL CONDITION►. THIS WARNING LIGHT SHOULD SHALL BE AS FOLLOWS 100—FUSE SIZE FLORIDA STATE OF BE TURNED OFF BY A MANUAL PUSH-B TTOM USE 3-# 3 1N I V4 C. USE 2 100 \FRAME DATE APR IL 81 D9G BY L. H. DWN. BY M.R. RELEASED 8 RESET. No OF POLES SCALE. N.T.S. CK'D. BY PPR BY - FILE 522 F.P.BL.CO. SERVICE METER; O I MAIN SWITCH WATERTIGHT ENCLOSURE, FEEDERS 81 CONDUIT ( SEE ELECTRICAL NOTE #3) (SEE ELECTRICAL NOTE *3). I # 6 IN 3/4" CONDUIT. LIGHTNING' ARRESTER HIGH LEVEL ALARM LIGHT. FEEDERS BI CONDUIT CONCRETE ( SEE ELECTRICAL PEDESTAL NOTE *3) \ 2`-6" WIDE, x WETWELL -THERM-0- 0 WELD. I TO F. P. & L. CO. COPPER WELD VIEW'A_ TRANSFORMER. GROUND X ROD 0' LONG. VIEW "All N.T. S. CONTROL PANEL WATERTIGHT ENCLOSURE OF STAINLESS i� i 1211 6 4" B.. 5' 0" 8 - 1 OD 2 1 11 690° C. I. , FLANGED ELL ' 4 -� O9 4" FLANGED FULL PORT PLUG VALVE 5 II 3 T 10 4'X 900 FLANGED EL. I a AUXILIARY PUMP OUT , 6"X 4" RED. PVC 4 FOWCF MAIN _ BEGINS 6 C. I. =T , ` 2 I FLANGE' .' CROSS STFFI C0NSTRUCTI0N_ R l 7 1 30"X 48 ALUMINUM 8 It • . I • .. 1. , . F - • I I PROVIDE CONC. SUPPORT FOR NEW CIONT' OL 0 PANEL 12"X' 2'_6" M j EXIST. GRAD EL. 2' MIN. 1 TO F. P. I L. CO. TRANSFORMER I i I, PROVIDE CONDUIT FOR MOTOR CABLE 8 LIQUID LEVEL REGULATOR CABLE. CONDUCTORS & CONDUIT TO BE SIZED BY PANEL SUPPLIER. LIQUID LEVEL SENSORS 5O INFLUENT PIPE 114V EL = 11.27 FS-2 I FS-1 ISO HATCH COVER C.B.S. - . I .. L.... FLYGT MODEL "C OR SIMILAR SECTION A•A VALVE BOX I" 2'- 4 —30" X 30" ALUMINUM 2-#4 TYP._ 1� %4 t S.S. ANCHOR 3'- 8" E. F 7I/2HATCH COVER ELEV. 22.5± TOTAL - 8 BARS 6 WITH PADLOCK HASP i HOOK BOLT FLYGT MODEL B OR �IMILAR • E .;-. v CONC. SLAB 8 1-KAML0K OPEN 633 - A C I ADAPTOR / PPER GUIDE �•; •• rt 634-BK DUSTCAPz� —CABLE BRACKET HOLDER 6 I * �� OC I P FLG x c!, ` 90' SHORT I I� THREADED END RADIUS ELBOW O A A a 6"C.I. PIPE 6"C.I.P. FL. 10 9 ° I A 0 E L. 18.5 C.I. P I 2 STAINLESS STEEL GUIDE BARS. i i I• 6"C.1.P(FLGE) ~� DISCHARGE �; t• +1 ao _ + TYPE "SO" 0) POWER CABLE O S. S. LIFTING CABLE i RI0Y!IIs 4`- 0" . I 1 TYPICAL WETWELL CBS CBS .,� • - �,r,.9,';, . rri . ,i., rii ii •. iii.� 'sus 1 0" X 16"CONC. FTG. W/ 2 0 # 5 (TYP ) 4 GRAVEL PERCOLATION L-6" FLANGED FULL PORT PLUG VALVE BED OVER COMPACTED , 6" FLANGED CHECK VALVE W/OUTSIDE SOIL SPRING AND LEVER PREFAB. REINFORCED CONC CRADLESUPPORT, UNDER CONCRETE MANHOLE CROSS co %. WETWELL PLAN VIEW. EL. 8.83 It It WETWELL I.D. FORCE MAIN DATA ALL FORCE MAIN PIPE SHALL BE JOHNS-MANVILLE RING-TITE PAC PIPE CLASS 160 TYPE 1, GRADE I (SDR 26) OR TRANSITE ASBESTOS- CEN,ENT CLASS 150 WHICH MEETS OR EXCEEDS ASTM C296-65T AIR RELEASE VALVES SHALL BE PLACED ON ALL HIGH POINTS BETWEEN LIFT STATION AND RECEIVING INFLUENT PIPE PUMP DATA 1. - TWO FLYGT PUMPS MODEL STD. C- 31 01 DISCHARGE- TOTALLY SUBMERSIBLE EQUIPPED WITH NO- 434 IMPELLER AND 5.0 H P 1750 R P M 230/460 VOLT PHASE 60 HE RTZ MOTORS OPERATING CONDITIONS EACH PUMP SHALL BE CAPABLE OF DELIVERING 200 G. P M AT 27.5 T D H. 2.- CONTROL PANEL SUPPLIER TO VERIFY WITH G. D. U. ENGINEERING IF I -PHASE TO 3-PHASE CONVERTER WOULD BE REQUIRED AT THIS LOCATION. 4 •" FLYGT TO HERE EL.8.08 WET WELL NOTES 4 ,' d',; �.• 1- ONE WET WELL. SHALL BE PRECAST ROUND MANHOLE WITH BASE ELL '.' .'•' BOTTOM DESIGNED TO WITHSTAND FULL HYDROSTATIC. UP - LIFT :_,� •'•} ''. het ASSUMING MAX WATER TABLE AT FINISHED GRADE AND SHALL i • '.'. ,' �_ BE CAST MONOLITHICALLY WITH MANHOLE. WALLS SHALL BE DESIGNED TO WITHSTAND LATERAL PRESSURE IMPOSED BY • Goo... THOROUGHLY COMPACTED SUBMERGED FILL PLUS 500 PSF SURCHARGE. .• : ; ROOF SLAB SHALL BE DESIGNED TO - WITHSTAND A UNIFORMLY DISTRIBUTED LIVE LOAD OF 200 P.S.F. .•-' 2- SHOP DRAWING COVERING WET WELL SHALL BE PROVIDED �' ' ' ''•. FOR APPROVAL PRIOR TO CONSTRUCTION. 6" 12 MIN 3- FLYGT REPRESENTATIVE MUST BE PRESENT AT TIME OF PUMP STARTUP TO PUT WARRANTY INTO EFFECT. „ USE (4) �4 ANCHOR BOLTS 4- PAINT INTERIOR OF WETWELL WITH 2 COATS COLD TAR EPDXY, PROJECTION 2" INSTALLATION 4. 2. THE STAND-BY PUMP SHALL BE ENERGIZED WHENEVER THE PANEL MANUFACTURER SHALL PROVIDE DUTY PUMP FAILED TO RUN. SURGE CAPACITOR PHASE MONITOR AND ELECTRICAL NOTES AUXILIARY POWEh RECEPTACLE INCLUDING ' A COUNTER SHALL BE ADDED TO EACH MOTOR STARTER EMERGENCY CIRCUIT BREAKER AND REQUIRED I, CONTROL LOGIC DESCRIPTION: CONTROL CIRCUIT IN ORDER TO MONITOR THE NUMBER OF INTERLOCK LOGIC WITH MAIN CIRCUIT BREAKER. FLOAT SWITCH FS - I SHALL BE ABLE TO TURN TIMES EACH MOTOR HAS BEEN ENERGIZED. OFF THE DUTY PUMP. PANEL SUPPLIER SHALL SUBMIT THE ELECTRICAL SHOP FLOAT SWITCH FS-2 SHALL BE CONNECTED TO DRAWINGS TO G.D.U. ENGINEERING FOR APPROVAL. AN ALTERNATOR WHICH SHALL BE ABLE TO ELECTRICAL COMPONENTS SHALL BE SQUARE 'D' OR ENERGIZE THE DUTY PUMP (PUMP,N°. I OR No. 2) APPROVED EQUAL BY G.D.U. ENGINEERING. FLOAT SWITCH FS-3 SHALL BE ABLE TO TURN ON THE WARNING LIGHT DURING A HIGH WATER 3 THE SIZE OF FEEDERS, SHALL BE AS FOLLOWS: CONDUIT AND MAIN SWITCH LEVEL CONDITION- THIS WARNING LIGHT SHOULD IOO___FUSE SIZE BE TURNED OFF BY A MANUAL PUSH- B TTOM USE 3 #• 3 IN I M C. USE 2 RESET. I IOO—FRAME No -OF POLES] BILL OF MATERIALS WETWELL lO (2) TWO FLYGT PUMPS MODEL STD. C -3101 WITH NO. 434 IMPELLER O2 (4) 2"STAINLESS STEEL PIPE GUIDES 4 HARDWARE FOR MOUNTING. O3 25 FT STAINLESS STEEL LIFTING CABLE FOR EACH PUMP. 4O (2) 4"DIA.C.I. BASE ELLS. (BY FLYGT) O(3) FLYGT ENH - 10 LEVEL CONTROLS WITH 35 OF ELECTRIC CABLE EACH. RGE (1) STAINLESS STEEL, CABLE HOLDER WITH HARDWARE FOR MOUNTING �7 (1) 30" X 48" ALUMINUM HATCH COVER WITH STAINLESS STEEL HARDWARE. (2) 6" C. I. PIPE (FLANGED) =RAME (2) 6"x90°C.I. FLANGED ELLS { SHORT RADIUS) IO 4" GOOSE NECK VENT VALVE BOX O (2) 6" FLANGED FULL PORT PLUG VALVE O ( 2) 6" FLANGED CHECK VALVE W/OUTSIDE RGE SPRING AND LEVER O3 { 1) 6"x 6" Cl FLANGED CROSS 4O (2) 6" C I FLANGED SHORT lo RADIUS 900 ELLS. O5 ( 1) 4" MIP X HOSE CONNECTION O6 (I ) 30" X 30" ALUMINUM HATCH COVER O7 (2) 6" DIA. C I. PIPE (FLANGED) O (1) "KAMLOCK„ OPEN 633-A Cl ADAPTOR 81 634 - BK DUST CAP 9O (1) 6" FLANGED FULI_ PORT PLUG VALVE 10 0 ) 6" C.I. PIPE (FLANGED II (1) 6" x 4" CONC. REDUCER If z Q w U 5' 0 3/4" HOSE BIBB W/BACK w FLOW PREVENTER WATTS z ( OR EQUAL) ' < ' DR. R/W -- 3 0' I-' Q VALVE BOX (n TRACT "N" ON ! I I/2" P.v C. M + I 90 W 6' DIA.WET WELL 11.27 40' a6 0.30% 111.39 — co 8t LI FT STATION X 6' HIGH C.L.F. jj 30' J " 3 CONCRETE PEDESTAL 15 I Q l ( SEE WET WELL 3 INSTALLATION DETAIL) F. P&L. POLE (LOCATION TO BE 15' 20' VERIFIED WITH F. P. & L. BY CONTRACTOR) LOCATION MAP N.T. S. D.E.R. A P PR. NO. C S 31- 4 4- 5 9 8 8 -3 - 81 PORTION OF UNIT 17 ( PHASES 3,4 & 5) SEWAGE COLLECTION SYSTEM LIFT STATION NO. 2 & DETAILS SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA Geri" )Em,4elI0VrlW A GOWO BY PONT CHARLOTTE MIAMI VERO BEACH P. E. NO. 15323 FLORIDA STATE OF FLORIDA DATE APR I L 81 DSG BY L. H. I DWN. BY M.R. RELEASED BY SHEET NO 6 SCkLE N.T.S. IC - X'D. BY PPR HY 6 OF FILE 522 - 4 2 - 81 V 119 LOCATION MAP 3000 1500 0 3000 6000 SCALE IN FEET PHASF4. S SUBDIVISION, OF A PORT/ON OF SECT/ON /9 TOWNSHIP 3/ SOUTH HVIER COMDUARM 0 i,o 1 1 1 1 1 1 1 I I RANGE 39 EAST ENGINEERS NOTES INDEX I. _UNLESS_ OTHERWISE NOTED WATER LINES SHALL BE LOCATED UNPAVED AREAS- 10 OFF PROPERTY LINE PAVED - 5' OFF CURB. I. COVER SHEET 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN 2-3. LAYOUT DETAILS ACCORDANCE WITH THE LATEST APLICABLE AWWA STANDARDS. 4. STANDARD WATER DE TA t LS 3. ALL WATER MAINS SHALL HAVE MIN. 30" COVER. KEY MAP 600 0 300 600 SCALE IN FEET 4. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ON THE POINT OF CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. 5. ALL PIPES ARE P.V.C. PIPE CLASS 150 TYPE I GRADE I (DR 18 ) 6. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. NO OPEN ROAD CUTS WILL LIE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF SEBASTIAN. 8. CONTACT'ALL CONCERNED UTILITIES BEFORE COMMEJING CONSTRUCTION. 9. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM. DRAIN PIPE: A MINIMUM OF G INCHES VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 10. WHERE WATER AND DRAINAGE PIPES CROSS WITH LESS THAN ONE FOOT • VERTICAL CLEARANCE THE WATER PIPES SHALL BE CAST IRON, WATER LEGEND EXISTING PROPOSED - 6_ WATER MAIN a SIZE 6� -�° GATE VALVE BLOW -OFF SERVICE CONNECTION - - FIRE HYDRANT W/ GATE VALVE I_- - tI+ -► CAP'- TEE - REDUCER C. +tl—D - - — DENOTES SAMPLING TAP ti ` DENOTES STATION NUMBER D. E. R. APPR. NO. W D - 51 2026 A DATED 4 /6 /81 2r PORTIONS OF UNIT 17 (PHASES I a 2) p WATER -DISTRIBUTION SYSTEM GDM SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA �General Dewb"eIl bow-ft Cmlkw A c«r Dw#Oap .nt Sub df.ry BY PORT CHARLOTTE MIAMI VERO BEACH PE NO 15323 FLORIDA STATE Ov 71-JR10A DATE JAN. 8I DSG BY L.H. DWN. BY A. J. RELEASED BY SHEET NO I SCALE N.T.S. CK'D. BY J.G. APPR BY I OF 4 FILE 507-22-81 r e crurn� u�a rut yr w.o. ( UNIT /6 PHASE ONE \ I I 1 1 I E N L A R VAPVE _it Ems- DO� `rEE 6 N t` +; X TRACT "M" I TA P TEE I I 1 71 VA L VE p R I V E , EX/5 T- 8 1 5fSy -- -IT 1 u- I I� 8 9 8 „9 8 9 II li ADMIRAL �8 el I AVENUE QfDO��c- flo-f&3 TEC � SEE SHEET NO. 3 AS - BU/LT 6044PL5725-0 -5-5-8Z f! B fri.41- As- &I///- r 404 ROAD EL. 24.5 17"X 13" CMP INV. EL. 22.0 6t'P-V.C. WATEP, MAIN INV. EL. 20.6 DE TAI L "A" ROAD EL.21.1 1 49'.Ix 13" C M P INV. EL. 16.4 I 61I P.V.C. W. M. INV. EL. 15.0 DETAIL B I' ROAD EL. 24.2 1 8" P V-C. W.M.. J ' INV. EL. 21.2 35" x 24" CMP. INV. EL. 17.8 DETAIL �C ROAD EL. 22.4 17"X 13" C M P INV. EL. 19.7 4° P.V. C. W. M. I INV. EL. 18.3 DETAIL "D ROAD EL. 22.6 21" X 15" CMP INV. EL. 19.3 1 6 RVC. W.M. INV. EL. 17.9 DETAIL "E D E R. APPR. NO. W D— 312026 A DATED 4/6/81 188' LOTS THIS SHEET PORTION OF UNIT 17 (PHASES I & 2) WATER DISTRIBUTION SYSTEM SEBAS71AN HIGHLANDS INDIAN RIVER COUNTY FLORIDA General Development riv arpaw A c~sl Dwell , Su"idi.ry BY PORT CHARLOTTE MIAMI VERO BEACH P.E. NO. 15323 FLORIDA STATE OF FLORIDA DATE JAN 81 DSG BYL.H. DWN. BY.M.R./M.B. RELEASED BY SHEET NO 2 SCALE I°=100' CK'D. BY J.G. APPR BY 1 2 OF 4 FILE 507- 22-81 Jr _ - _ .. __r.... .. � � t -- / � � ''' � i� 1 1of rr lON OF SECT/ON /9 Ar 20 TOWNSHIP 3/ SOUTH, RANGE 39 EAST. _ LNO-dr-ilim ATE [�I�T � =UTIC� �Y T nnAll I^KI KAAD 3000 1500 0 3000 6000 SCALE IN FEET u INDEX I. COVER SHEET 2 &4, LAYOUT DETAILS STANDARD WATER DETAILS ENGINEER'S NOTES I. UNLESS OTHERWISE NOTED WATER LINES SHALL BE LOCATED UNPAVED AREAS--TO'-OFF PROPERTY LINE PAVED — 51 OFF CURB. 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APLICABLE AWWA STANDARDS. 3. ALL WATER MAINS SHALL HAVE MIN.3-011 COVER. 4. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20 OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ON THE POINTOF CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. 5. ALL PIPES ARE P.V.C. PIPE CLASS 150 TYPE I GRADE I (DR 18) UNLESS OTHERWISE NOTED. 6, NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. NO OPEN ROAD CUTS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF SEBASTIAN. 8. CONTACT ALL CONCERNED UTILITIES BEFORE COMMENCING CONSTRUCTION. 9. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE: A MINIMUM OF 6 INCHES VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 10. WHERE WATER AND DRAINAGE PIPES CROSS WITH LESS THAN ONE FOOT. VERTICAL CLEARANCE THE WATER PIPES SHALL BE CAST IRON. T14 4 "P" 4 15 4 IS 14 3 595 9 1 2 3 4 5 6 7 8 9 5 4 IS S TRACT S 14 14 13 4 5 6 7 8 WATER LEGEND 16 02 SHOPPING SITE 60113�� 0 12r)PAINArF z OF 17 7 7 12 = 7 12 < 11 TRACT "N" e e e II e II < to i- _. _ - - _TRACT "o' j EXISTING PROPOSED I19 9 9 10 Q 9 10 = 9 Y STREET A, E. e 611 cll V 1. .qHTRACT °�° I 2 3 . 5 6 7599 _ - — - — — — — - WATER MAIN SIZE 2 t45 TRACT K PARK SITE PARK SITE j - 3 4' 7 e 5Ito 1213 14 1s 12 3 4 5 6 7 e - I �° - GATE VALVE — BLOW —OFF - 5 I 9 281 AVENUE 28 9 - - - I_!10 8T II 2 e 7 6 2t 20 5 22 4 23 3 24 2 2S U 1 26 3 2 1 27 2 27 ¢ to - ' SERVICE CONNECTION 4 29 8 26 25 r t- 3 26 4 2S 119. 122710 13 2 3 585 26 2a 5 24 3—FIRE HYDRANT W/GATE VALVE14 176 8 25z23 6 23 14 12 " 16 CHURCH SITE a gs43 z 7 22 ee21 7 �e1 22 1 �e - I t_— — �+ ---►— CAP —TEE —REDUCER—�� - 18 17 16 15 14 TRACT 9 11 22 9 20 1 9 20 17 z _ - 13 12 y ` "1„ 10 12 21 w 10 19 Is 10 19 is 18 19 ,. 11 i I 13 2 0 m = j DENOTES SAMPLING TAP 10 ,P 12 14 19 12 17 J 12 17 20 y e 7 15 16 17 le 16 a 13 16 21 O DENOTES STATION NUMBER 14 15 a 14 15 zz 7 4 3 2 1 - 3 O 29 28 27 26 25 24 1------ —. _.__ D.E.R. APPROVAL NO. WD 31 - 2 0 2 6 B DATED 9-22-81 0 PORTION OF UNIT 17 (PHASES 3, 4 a 5 ) KEY MAP 600 0 300 600 SCALE IN FEET D.E.R. DS- 31-70472 6- 10-63 SHEET 284 APPF FILE ik. C...".. logo., .... 11. 1.— It SEBASTIAN HIGHLANDS UNI T 17 PHA SES I B 2 • TIE TO 16' W. M. IN ROAD EL: 22.1 - S.H. UNIT 17 PH. I a 2 I 6 " C.LP W.M. , f INV. EL. 19.0 lip I EASY STREET --- TIE TO 8" W.M. • I I IN S. H. UNIT 17 PH. I a INV X. ELL.. C. 16.0 I i I I TRACT NV I I DETAIL "A I---=-----------------------------:�� I " 2 F'- 2 I. (n �► �� DETAIL lilt42 "x Z9"c.,►q.,o TRACT K ,I---iw✓ iw /5.i TRACT M I � - - -I //vv ovr /5• -7 1 24 x/8"CMn• 3 3 ivv i v i99 6 I /NV DUT /9.4 iw ur ROAD EL: 22.I I, 588 - ;; 581 I 1 I 8 9 10 11 12 13 14 15 1 �� 2 3 1 1 4 5 6 7 5 6 711 j 4 4 1 I DET I L ��B�� io'x6' :� DETAIL I AVE.I I DE AIL H 8 t 17"X 13" C M P -� G I R A R D cRpss I, t i3 INV. EL . 19. 6 I. I LLW 5 /q - _ / - - a n _ Co CY„ g S' off,", ' � 5 6" PVC. V'J. M . INV. EL. 18.2 ro 1 1 2^ /7X/3""CMP -g n n (OiliNKI,VZp.r 28 (' 1 28 DETAIL B Z 6 9 8 7 6 5 4 3 2 I 3 2 I 11� i N,.. oa> 2�d J � 1 587 27 2 27 t o 7 I o 586 2 �- rj) I Q 4 29 Q O co Z 20 21 22 23 24 25 26 W : h I > 1 261-- 3 26 I"'_ II ROAD EL: 20.4 _ I 8 11 COURT - 3 � � W �I 0- 5 28 0 Z I Q �„ Q , 9 U 8"5. 4 25 4 25 12 INV. 1EL. C 1 7. 5 12 1 9 l� 6 27 � F 4 5 5 24 5 24 13 6" PVC. W.M. INV. EL. 16.1 I 10 13 >_ 1 2 3 18m 585 7 26 Z I W I I DETAIL C Q I II 14 = 6 23 6 23 14 Z 170 6 g 25 Z 1 583 5 82 Q 584. 1 0- 7 22 7 22 15 _ - ROAD EL. -20.4 p0 I I 15- 7 � I 16 g 24 TRACT J" _ r,y5 �X�oti Q0 8 21 8 21 16 U 21" x 15" CMP �. 6t„ _ D \ 'c a1 _ I (n INV. EL. 17.7 0 k 8 U I 10 23 1 - I DETAIL C I I T H U N p a 1 g 20 „' 9 20 1 17 6" PVC. W.M. 18 17 1 16 15 �Re �� I I 9 � 11 22 1 � 11 " INV. EL 16.3 I DETAIL D I 14 2 � - _ I I 13 DETAIL"D " 1 10 19 U 10 19 18 24 x /Nlv IAI i7 5 2J x 15" C-M•P 10 iNK 0//7'161/NV. /N/7 B .8 12 12 21 Z U3 1 WATER LINES SHALL BE LOCATED; �X �, ♦ A 1A/V OU7-17'7 Z 1 18 CO I I I$ 19 I. UNPAVED AREAS- 10' OFF PROPERTY ROAD EL.20.5 LINE. ROAD EL. 21. 6 E 11��0 ' 1 W m 2. PAVED AREA - 5' OFF CURB. ROAD L, 21.8 ♦ II 13 20 I ♦ _ 17 a. 12 17 2 0 10 21"x 15" c M P. ♦ 12 O 12 U? INV. EL. 17.8 21"X 15" CMP. INV. EL. 17.9 ' 24"X 18" CMP. N 14 19 U) 1 Q INV. EL.18.9` { 9 Bs 1 11 � l6 21 6" hvc. W.M. 6 P.V.C. W.M. at �� - 13 16 13 ( 1 INV. EL. 16.5 6 P.VC. W.M. -� �3 INV. EL. 16.5 WM�' 3-�� 553 1 NV. EL. 17.5 0 0 8 DETAIL "E DETAIL F �► '9 ♦ 15 16 17 18 1'G, DETAIL H 14 15 14 15 22 7 DETA I E ��, 1 1 � ` `,r _ _ _ _ - 31- 70472 6-10- 83 6 23 D.E.R. DS ROAD EL. 22.5 I h/o DETAIL l �� i I V E D.E.R. APPROVAL NO. W D 31 - 2026 B DATED 9-22-81 1 '9 5 1xti IF , 5 8 1 198 LOTS THIS SHEET 4 o y 30 29 28 I 1 27 26 25 24 PORTION OF UNIT 17 (PHASES 31 4 8c 5) ' 2-17"X 13"CMP.'S I NON I i /N✓ iw 79 2 a0o� h INV EL. 20.4 , WATER DISTRIBUTION SYSTEM I I iav oar �eoz 6" PVC. W.M. S C H U M A N N WATERWAY �ZAv SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA f INV. EL. 19.0 j C.06� , (a DETAIL ..I � CMWN A Gw+N�I DwMopmMt $utxidi,ry BY • �' PORT CHARLOTTE MI MI VER0 BEACH P.E. NO. 15323 FLORIDA STATE OF FLORIDA DATE JUNE 83 DSG BY L.H. DWN. BY M. R. RELEASED BY ISHEET NO. 2 N ^` SCALE I"= 100' CK'D. BY J.G. APPR. BY 2 OF • -ZG 8 I3 ,4.5 - gU/Lr 5 T . I TD 2 hvwOeffIRD O ?• 81.k, S fB '�3� FILE 5 2 1 - 22 - 8 0 a N LQ Q Co Q � Z W 1— Q Z3 z Z v O U Q W T OVAL. 4(," TIE TO EXISTING W. M REa IN SEBASTIAN HIGHLANDS UNIT 9 G 0+31 RCD ( NOT SUBDIVIDED 1 DETAIL "J QZ'jC Z9CMP. DRAIN R/W /NviN/72 D R A I N A G E R I G HT OF WAY /N✓ ovr/7 0 Of L3 STV8 1 LIv - 0+00 14+ 2-3 6 21 VAL. V41L. 2 i z j G 1 2 3 4 ,,� 5 6 7 8 9 10 11 12 a 13 1 t3+�? 36 Q o 3 i J U L I A N* o_ v AVE. \5 D+OD _8"5 1 3474 _ ell - G< I rE 63 T Cc D Ifs 0 3� O+o0 rEe CN 4 /D Z X8z( r�a `� rEE uAr.. a 12to2 �qs, 14SJ I 09 VAS I N N °p o �� °o 30 29 28 27 26 25 otDO M 0 29 28 27 � 26 25 I 34 + I 5 t U) ("'i a) , I 2 I 33 8+8� 2 - cn I ! _�fl 20 21 22 + 23 24 20 N 21 22 23 24 /0-f37 6 " X DRIVE �a+�z 'lln%D R ! V E of&Z I T 3 chQi 0+C,5 3 .� rcE I 32 cc xo 9 f88 .� ta— �� 8TE C �p,SJ — _ — -►4-� -rEE � > + I +G7 7 GY. Q3 4Wn VA L. 1919 9+o4 '7+31 4 VAL. 31 +03+90 3 79 4+19 3828 I 7 + + 034 21 0 + 30 6�% 8 C ) G 97 q 5 18 I 5 18 I v V) 8#43 G 1 1 0 30 r :3r g I I 27 2 I I 20 w .29 't+ 90 5+13 I 618 1 I 6 620 17 o b 17 6 17 5+15 5+25 1 29 I 10 , - 2 6 }- 3 5+ 4 3 5+5'1 19 a 28 � I 3+ 7 16 !, 617 Q 3 619 7 C6 Z 1 83 594 r 28 � I 1 619 1 4+ 65 I 27 11 z I � 25 4 cH 4V.) � � 18 � 6+33 I 8 15 pU 0 8 15 0 I 27 O Q z 3+8Z G+29 26 12 oD 24 5 0 G'�r ' H f D.) 17 5+ Z2, Q 1 9 14 0 _ 9 14+ZZ = 598 � A c� � 26 w 25 13 I 23 6 Q I 16 Z 2+55 10 13 Bt3tp ?-:1— 10 13 '7+ 55 _ 1 25 a w 7 15 24 � I Ir 0 14 22 a 31-G5 Q I DETAILIt K'' I. 12 I z II_4 o_^ 1Z5A81 a 5 r 24 2 0 J Z o o �' 9 2 J a 23 p 3-t-a - 15 _ 21 8 _ 14 7TT 7Y7Z;A47 1 3'� _ 9x _ IAIV. \x ss x>C 23.N 179 22 ` 1 o lvv Tr75 � - I G I+- 16 17 18 j 1-19 20 9 10 II 11�12 13 I .22 21 II DRAINAGE RIGHT OF -WAY ( SEE SHEET NO. 4 ROAD EL. 21.1 42 X 29 CM P INV. EL. 17.10 6" P.V.C. W. M. ' INV. EL.15.6 DETAIL "J ROAD\ EL. 20.4 t 17 X13 CMP. INV. EL. 17.9 6ll PV.C. WM. i INV. EL. 16.5 DETA-IL K m WATER LINES SHALL BE LOCATED: UNPAVED AREAS- 10' OFF PROPERTY LINE PAVED AREA - 5' OFF CURB. D.E.R. APPROVAL NO. WD 31 - 2026 B DATED 9-22-81 A5 -BUI L--r COMPLETED ALL SHEET 8- 24-OIZ P,0. 144 LOTS THIS SHEET FPORTION OF UNIT 17 (PHASES 3, 4 & 5 ) WATER DISTRIBUTION SYSTEM SEBASTIAN HIGHLANDS I NDIAN RIVER COUNTY FLORIDA General Development bovffft Unparry A G~ol Dsvelown t Subsidiary BY - PORT CHARLOTTE MIAMI VERO BEACH PE. NO. 15323 FLORIDA STATE OF FLORIDA DATE APR 81 DSG BY L.H. DWN. BY M.R. RELEASED BY SHEET NO 3 SCALE I"= 100' CK'D BY J.G. APPR BY 3 OF FILE 5 21 - 22 - 81 r 4 SEE SHEET NO. 3 1 i 1 (HAD•) i I 2 0 I— 5984 4 �� I I 5 6 7 8 9 10 1I 12 13 14 15 16 17 18 9 r -j 1 0f0 920 c� 3 D A I L� N I i H A C , --- — _ — 19 Lu W 1 E� Ln Q JNy IAI i8.4 x°.. 13 F- 1 8 a zt W 2 J,vY ur i8, / ©J� + i 3 r-L 17- 32 31 3O 29 28 27 26 25 24 23 22 21 20 19 18 17 0+76 FOR CANAL CROSS I G 597 is tILL SEE SEWAGE COLLE TION DETAIL M O SYSTEM DRAWING ff a+(ao `. URL) 1,1�'/B CMP NO. 4 OF 7 ,, G ,�� �I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TRACT U ht� EMPRESS AVE. _ 16IAI/&I17G o+ov J vAL Ow O — ---- 0 0 R -).-------- G"x 8 15 = Q TIE -TO 8"W.M. J 0. 0+(05cRos G At'S 0 FROM S.H. UNIT 17 ¢ 0 `50}DO® DU GROSS VI;L • � Q PHASES 1 a 2 S TRACT itWit �� I4 4-32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 U) G ' Q' 596 � 13 LU J 0 c� Z W J Q Z _ I 2 n 3 4 5 6 7 8 9 10 11 12 13 14 15 .16 Z lZT Q 2 -DETAIL.L S P I N G VA LLE Y AV E. ��� 12 Q I LT "Tj clQ U 2 5 "cMP.9 5 3 I I ,N�,� Ja.J 5 5 9 4 11 XVov 177 4 1 5 6 7 8 9W F 2 3 4 5 6 7 8 9 10 _J ' 2- 57" IJLIQ c /" V. niV. J uT15.2 DRAINAGE RIGHT OF WAY DRAINAGE RIGHT OF WAY 1 1 DETA I L 0 i I Is C) I� ROAD EL. 20.8 ' 2 I"X 15 " C M P. INV. EL. 18 1 6" P.V. C. W M. INV EL. 16.7 DETAIL L ROAD EL.20.4 _ 24"X 18" C.M.P. - — INV EL. 17.6 6" P V. C. W. M. INV. EL. 16.2 ROAD EL. 20.8 I 4 ' 17"x 13" C.M.P. INV. EL. 18.1 Q 6" P.V.C. W.M. J INV. EL. 16.7 D E T A I L "N" ROAD EL. 21.4 Z 2 - 57" x 38" C. M. P. INV. EL. I5.5 6" P.V.C. W.M. N V. EL. 14.1 WATER LINES SHALL 8E LOCATED: D E TA I L "0" I. UNPAVED AREAS-10' OFF PROPERTY LINE 2. PAVED AREA-5' OFF CURB. i i i D.E.R. DS- 31-70472 6-10-83 D.E.R. APPROVAL NO. WD 31 - 2026 B DATED 9-22-81 101 LOTS THIS SHEET FILE 5 2 1- 22 - 81 t LOCATION MAP 3000 1500 0 3000 6000 SCALE IN FEET C� Z • ,� #4 .> s 4 \e \396 .sao 72 21 6 2� 10 2 1 \2, 14 3992 3 ►� 13 + _ o ,398-s 6 15 T 14 a • 2 1 12 11 00 9 I 3 1 4 is 14 3 i x\ ; 9 20 - KEY MAP 600 0 300 600 SCALE IN FEET ENGIN EERIS NOTES I. UNLESS OTHERWISE NOTED WATER LINES SHALL BE LOCATED: UNPAVED AREAS - 101 OFF PROPERTY LINE PAVED - 51 OFF PAVEMENT. 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL 'BE INSTALLED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS. 3. ALL WATER MAINS SHALL HAVE MIN. 3611 COVER. 4. WHERE 'WATER AND SEWER MAINS CROSS WITH LESS THAN 1811 VERTICAL CLEARANCE, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ON THE POINT OF CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 101 SHOULD BE MAINTAINED WHERE PRACTICAL. 5. P.V.C. PIPES SHALL BE CLASS 150 'TYPE I GRADE I ( DR. 18 ). 6. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. NO OPEN ROAD CUTS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY OF SEBASTIAN. 8. CONTACT ALL CONCERNED UTILITIES BEFORE COMMENCING CONSTRUCTION. 9. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE: A MINIMUM OF 6 INCHES VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 10. D.I.P. SHALL BE CEMENT -MORTAR LINED MECHANICAL JOINT CLASS 51 (150 P.S.I) II . WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18 INCHES, VERTICAL CLEARANCE THE SEWER WILL BE TWENTY FEET (201) OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING. THE SEVEN PIPE SHALL PASS UNDER THE WATER MAIN. WHEN A WATER MAIN PARALLES A SEVEN MAIN A SEPARATION OF AT LEAST TEN FEET (101) SHOULD BE MAINTAINED WHEN PRACTICAL. WATER LEGEND EXISTING PROPOSED 611 - - 611 - - WATER MAIN a SIZE - N -�GATE: VALVE - BLOW -OFF 1 " SERVICE CONNECTION - - - - FIRE HYDRANT W/ GATE VALVE �- - 4 '♦- CAP -- TEE -REDUCER C 'TrT-iT- - - - - DENOTES SAMPLING TAP O DENOTES STATION NUMBER D.E.R WD31- 2026 G 4-20-84 APPR BY OF FILE 634- 2- 84 \ EXIST. 6" X/ W.M. / °k90 EXIST. 16" W.M. TIE TO EXIST pkAA " EXIST. I I EXIST. ,� I I I I I I I I I I 16 W.M. I TR 6 W'.M. I I 4INV.IN17. 2 BARBER I I I I I I I l S REET % EXIST. 6 INV.nUT 16.7 +_4_— EXIST. 16" W.M. EXIST 6 EXIST. 6" W.M. j W.M. 25 0+00 TIE TO d©k�� ok5°� DETAIL "G " TIE TO EXIST. k35 EXIST10 �� 31 TIE TO EXIST ` 2 I 16 pky 1 2 3 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 2-4 r 49 X 33 CMP 49X 33 CMP INV. IN 16.9 G -- INV. OUT 16.8 �' INV. 16.6 I N V. OUT 16.5 4 4 5 11 4 4 4 13 3 I TOP EL.20.5 17 X 13 C.M.P. IINV. EL.18.0 6" PVC 61' MIN. DETAIL A KTOP EL. 21.1 17 X 13 C.M. P. INV. EL. 18.2 Af 6" P. V. C. 6" MIN. DETAIL 11 B TOP EL. 20.3 21 X 15 C.M.P. rINV. EL. 17.4 6" P.V.C. 6" MIN. DETAIL C TOP EL.20.2 17 X 13 C.M.P. INV. EL. 17.8 6P.V.C. 6"MIN. 6" P.V.C. 6" MIN. DETAIL "D TOP EL. 21.4 TOP EL. 20.8 17 X 13 C.M.P i -INV. EL.18.7 I INV. EL.16.9 6" P.V.C. 6" MIN. 6"PV.C. 6"MIN., DETAIL EDETAIL °°F" w 0 ZN TOP EL.2C.9 42"X 29 C.M.P. INV. EL. 16.7 6" PV. C. � 6"MIN. j17" X 13" C.M.P. � 12 I 1 NV. I N 18.1 Q INV. OUT 18.0 13 I SEE DETAIL "A" 14 \ Z 15 \ 16 I to ku 31. 17 w • + 0 R4 zs— Q 18 -'S' V�v,VnNo��� z Q J?��jjj``���N 0 19lGf45 Q Q Q kv, ON e N NNN�V � J \r D. E. R. WD 31- 2026 G 4- 20 - 84 e �� 248 LOTS THIS SHEET v�vv PORTION OF UNIT 17 ( PHASE 6) WATER DISTRIBUTION SYSTEM 0 to SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY, FLORIDA w cr General Development Utilities.lw. ...�.. s �. e,. BY r PE No 15323 m STATE DF FLQR!DA w LE IAN. 84 �% By J. G. D*N BY A.J. RE. EASE By SHEET NO 2 oI"= loot K c ov J.G. APPQ By 2 OF FILE b l:)'-I-- CC - 0-+ S BASTIA LOCATION MAP 3000 1500 0 3000 6000 SCALE IN FEET IGHLAN�S SUBDIVISION OF A PORT/ON OF SECTIONS /9 Ar 30 TWP. 3/ SOUTH RANGE 39 EAST LMA ro Pin I �_ !�T 1BU I• N DEX 1 - COVER SHEET 2 - LAYOUT I U 1 21 }� t 9 5 r 24 g -1� 25 ;o ; • (» 2 2 f, i S ~ 21 STANDARD ENGINEERING NOTES General 1. The requirements of the General Development Utilities Standard Specifications and Standard Details shall qovern all utilities work. Where a conflict exists in the requirements of a referenced material or installation standard, the requirements of General Development Utilities $hall prevail. Where the requirements of a State or local agency having jurisdiction are more stringent, those requirements shall Prevail. 2. The Contractor shall have available at the job site, at all times, one copy of General ' Development . Utilities Standard Specifications and Standard Details, one copy of the Contract Documents including Plans, Specifications and Special Provisions, and copies of any required Construction permits. 3. Contractor is responsible for checking actual site conditions before starting construction. 4. Any discrepancies on the drawings shall be brought to the attention of the Engineer before commencing work. 5 Contractor shall obtain all required permits before commencing work. 6. The Contractor shall contact all concerned utilities at least 48 hours in advance of construction operations. 7. No field changes or deviations from design to be made without prior approval of the Engineer. STANDARD ENGINEERING NOTES Coltstruction in Streets and Road Right -of -Ways 1. Open road cuts requires prior approval of the City, County,. State or aoy other agency which may have jurisdiction. 2. All construction, materials and workmanship are to be in accordance with Florida -Department of Transportation Specifications and Standards. 3. All areas in existing right-of-ways disturbed by construction shall receive grass, mulch or solid sod. 4. Street or highway restoration to be done as per local or State agency having jurisdiction. S. The Contractor shall comply with all rules and regulations of the State, County and City authorities regarding closing or restricting the use of public streets dIr highways. 6. Traffic control on alE County and State highway right-of-ways shall meet the requirements of the manual of Uniform Traffic Control Devices (U.S. DOT/FHA) and the requirements of the State and any local agency having Jurisdiclljtion. I '2 3 19 S 44T 2 5 Ir l 6 1 TllAcr 460 r ° c to UTILITY SITE 14 19 17 13 2^ 12 2t I• tl 22 13 to 2, 114 9 c 24 13 I (2 r} j4 IS 15 �a' �;4 2`-21, \ ( 12 6 i2.12.1„�^.IiN 9ila�tlr 12.yi .t� � 1 1 y'.�,.7 1 10\ 1 �a \Ir , 29 1 r0� y 9 I (2}I4 IS I51 r191 i9\S\ 'S sr 4 • 1 I2�}i4ISlelrle �1� 9 t Sa .5 } 1 L ° _ _ter s '7) 4 6 J 4 l \ \ i \ 4 / A KEY MAP 600 0 500 600 SCALE IN FEET D.E.R. WD31- 2026 I 10-15- 84 STANDARD ENGINEERING NOTES Water Distribution System 1.' PVC Pipe shall meet the requirements of AWWA C900. The appropriate class shall be as follows: Class 100 DR25 - Residential and all non-commercial, non- industrial areas.. Class 150 DR18 - All commercial and industrial areas and under all street crossings. 2. Ductile iron pipe shall be cement -mortar lined, Class 51, mechanical or push -on joint and shall meet all the requirements of the following ANSI/AWWA C 10,4/A.21.4; ANSIIAWWA C 111/A 21.11 (for rubber gasket joints); ANSI/AWWA C 150/21.50 (for thickness design) and ANSI/AWWA C 151/A 21 .5 1 (for D.I.P. molds). 3. Fittings for P.V.C. Pressure Pipe and D.I.P. shall be of ductile iron, mechanical joint, cement mortar lined in accordance with ANSI 21.4 rated at 350 PSI and shall comply with ANSI/AWWA CiloIA21.10 and C111/A21.11. 4. Installations of water lines shall be in accordance with ANSI/AWWA C 900 (Manual M23) for P.V.C. Pressure Pipe, and C 600 for Ductile Iron Pipe. 5. All water mains loll in diameter and below to have minimum cover of 30". All water mains.12" in diameter to 2411 in diameter to have minimum cover of 36" unless otherwise noted. 6. Where water and sewer mains cross with less than 18" vertical clearance, the sewer will be 20' of either cast iron pipe or concrete encased vitrified clay pipe, centered on the point of crossing. When a water main parallels a sewer main, a separation of at least 10' should be maintained where practical. 7. Where a water main is to be installed below a storm drain pipe, a minimum of 6" vertical clearance between pipes shall be maintained unless otherwise directed by the Engineer. 8. Where water and drainage pipes cross with less than one foot vertical clearance, the water pipes shall be 201 of cast iron pipe centered on the point of crossing. 9. Automatic air release valves shall be installed at all high points along water main. 10. Water supply facilities including mains shall be installed, cleaned, disinfected and bacteriologically cleared for service, In accordance with the latest applicable AWWA Standards and the _ _____State of Florida Department of Environmental Regulation Rules. 11. Hydrostatic testing (Pressure and Leakage Tests) shall meet the requirements of the ANSI/AWWA C 600. 12. Disinfections of water mains shall comply with ANSI/AWWA C 601. WATER LEGEND EXISTING PROPOSED 61 - - 611 - - WATER MAIN a SIZE - - -3° GATE VALVE - BLOW -OFF 1 I i - -� - - SERVICE CONNECTION - - - FIRE HYDRANT W/ GATE VALVE CAP - TEE - REDUCER C--ITo I>'- - - - -- DENOTES SAMPLING TAP O DENOTES STATION NUMBER CNA[VA[ 11105. wAss. AN 10.57 1 APPR BY I FILE 662 - r ' CNAFt•A[ UIOs, rAif IIM 1[1)[ \ 3 N ' J 0 Y HAVEN 14 MATCH LINE % , 18 15 H 2 2 3 I � � o° 1 / 2 FI L30Z SiR �E E7 — 17 16 c N 4 Sr61`.S i 14N1 HIGr-1LNzrAD 5 h� v i� c 8��X6��M.J TEE ko 1 k 0 O � I o 4 6 1 wry 2e ���� �� �� 16 6„ oktik 5 17 1 / TIE PTO SEXIST. L W/ 8 x 6 RED. 9+� Z' 8 s 46 15 6 � 18 v + ti TER I�8° TRACT D 'L 9 e 0 i 14 19 \ , .qG 7 5�03 25 �1- 13 4 57 i 8 10 17 20 6' 46.1 � ` 6„ 24 - � TIE TO EXIST. O 12 21 / 7 16 91 p 0.3 M.G.D. WATER DAD n ( 1 l 1 (�i TnrA-raarwIT n1 n lkaT ` //`�`? \ / / 1 \ / I -- I 14 9 Gj 24 / vvvL tiV' 21 12 I \ � n IFi +Iy� _ I �� x o xti /��� TRACT D >; 4 6 0 8 0�. �s o 4///� a\�, �/ 20 f° — — EXIST. I 2 3 4 I 5 6 7 / a�\�A. v 4 I3 I � i 1 20.4 2a�� 25 0 �� \ I 13 16 T E TO ` ExIST. o L A D 0 V E R „ 6 xQ� 19 3 p D+00, 12 16 13 I D D 1 17 Ilia x OkxS 27$p 'L I MATCH LINE \ I 25 24 23 22 21 20, 19 18 12 II ' O� 001 2 8 10 oXoG 17 10 I o 9 ` �, i 29 o� 4 59 8 ns / 1 2 3 4 5 6 7 18 TIE TO -r.�^~ <_ 6 9 xIST R E D G R A V E 19 16 / I EXIST.12'1 III � ICI 6 I I I I c a Q U IY LL 9/X F� � 9y / / 9 12 3 , 11V r TRACT "C�� I c� 6.. I 455 e+9$ 0 I r 10 11 o f03 2 m TIE TO EXIST O+DU -TIE TO EXIST. / -*jr- V6 EXIST. 16�� ry G� " z O D.E.R. WD31- 2026I 10-15-84 178 LOTS THIS SHEET Lc It UJl7 tlT J.U.S% gJcoJpALE I"= 100 CK p BY J.G. APPR BY 2 OF FII F - FtsEnl EE I= ASTIR �i t SUBDIVISION OF PORTIONS OF SECT/ONS /9, 20, 30, 8 29 TOWNSHIP 3/ SOUTH RANGE 39 EAST DVF=Rl FLOREDA S LOCATION MAP 3000 1500 0 3000 6000 1 SCALE IN FEET O ci M Vo Z 10 AREA INDEX I - COVER SHEET 2-5 - LAYOUT DETAILS 4- PIPE CROSSING SCHEDULE I� KEY MAP 17.00 0 E00 1200 SCALE IN FEET STANDARD ENGINEERING NOTES STANDARD ENGINEERING NOTES General Water Distribution System 1. The requirements of the General Development Utilities Standard 1. PVC Pipe shall meet the requirements of AWWA C900. The appropriate Specifications and Standard Details shall govern all utilities work. class shall be as follows: f Where a conflict exists in the requirements of a referenced material or Residential all non-commercial, non -industrial installation standard, the requirements of General Development Utilities Class 150DR 18 and shall prevail. Where the requirements of a State or local agency areas. having jurisdiction are more stringent, those requirements shall Class 150 DR18 All commercial and industrial areas and under all prevail. street crossings. 2. The Contractor shall have available at the job site, at all times, one of General Development Utilities Standard Specifications and 2. Ductile iron pipe shall be cement -mortar lined, Class 51, mechanical or copy Standard Details, one copy of the Contract Documents including Plans, push -on joint and shall meet all the requirements of the following Specifications and Special Provisions, and copies of any required ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111/A 21.11 (for rubber thickness design) and construction permits. gasket joints); ANSI/AWWA C 150/21.50 (for ANSI/AWWA C 151/A 21.51 (for D.I.P. molds). 3. Contractor is responsible for checking actual site conditions before 3. Fittings for P.V.C. Pressure Pipe and D.I.P. shall be of ductile iron, starting construction. mechanical joint, cement mortar lined in accordance with ANSI 21.4 4. Any discrepancies on the drawings shall be brought to the attention of rated at 3S0 PSI and shall comply with ANSI/AWWA C110/A21.10 and the Engineer before commencing work. Clll/A21.11. 5. Contractor shall obtain all required permits before commencing work. 4. Installations of water lines shall be in accordance with ANSI/AWWA C 900 (Manual M23) for P.V.C. Pressure Pipe, and C 600 for Ductile 6. The Contractor shall contact all concerned utilities at least 48 hours in Iron Pipe. advance of construction operations. 5. All water mains to have a minimum cover of 30" unless otherwise 7. No field chances or deviations from design to be made without prior noted. approval of the Engineer. 6. Where water and sewer mains cross with less than 18" vertical clearance, the sewer will be 20' of -either cast iron pipe or concrete encased vitrified clay pipe, centered on the point of crossing. When a STANDARD ENGINEERING NOTES water main parallels a sewer main, a separation of at least 10' should be maintained where practical. Construction in Streets and Road Right -of -Ways 7. Where a water main is to be installed below a storm drain pipe, a 1. Open road cuts requires prior approval of the City, County, State or minimum of 6" vertical clearance between pipes shall be .maintained any other agency which may have jurisdiction. unless otherwise directed by the Engineer. 2. All construction, materials and workmanship are to be in accordance 8. Where water and drainage pipes cross with less than one foot vertical with Florida Department of Transportation Specifications and clearance, the water pipes shall be 20' of cast iron pipe centered on Standards. the point of crossing. 3. All areas in existing right-of-ways disturbed by construction shall 9. Manual air release valves shall be installed at all high points along receive grass, mulch or solid sod. water main. 4. Street or highway restoration to be done as per local or State agency 10. Water supply facilities including mains shall be installed, cleaned, in with having jurisdiction. disinfected and bacteriologically cleared for service, accordance the latest applicable AWWA Standards and the State of Florida 5. The Contractor shall comply with all rules and regulations of the Department of Environmental Regulation Rules. State, County and City authorities regarding closing or restricting the use of public streets or highways. 11. Hydrostatic Testing (Pressure and Leakage Tests) shall meet the requirements of the ANSI/AWWA C 600. 6. Traffic control on all County and State highway right-of-ways shall meet the requirements of the manual of Uniform Traffic Control Devices 12 Disinfections of water mains shall comply with ANSI/AWWA -C 601. (U.S. DOT/FHA) and the requirements of the State and any local agency having jurisdiction. WATER LEGEND EXISTING. PROPOSED 6't 6" - - - - WATER MAIN a SIZE - 04 - GATE VALVE - BLOW -OFF - - - SERVICE CONNECTION - - - - FIRE HYDRANT W/ GATE VALVE �4 CAP - TEE - REDUCER C IT@ 2 I - - - - DENOTES SAMPLING TAP O CMASIFA[ lSSDS. MASS. $FH 14955 DENOTES STATION NUMBER PORTION OF UNIT 17 ( PHASE 8 ) WATER DISTRIBUTION SYSTEM SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY, FLORIDA General ffrimt Dev Utilities Inc. • c.wW ID 5I1 p1Mn5 subwdWy BY PE NO 15323 . MIAMI FLORIDA STATE OF FLORIDA BY J. G. DWN BY A.J. RELEASED BY SHEET NO =DATEDSG CK'D. BY J.G. APPR BY I OF 5 FII F 842 -_22- 87 rE z z Q z U (2) EXIST. 60'-57°X38°PIPES INV IN M 4 INV MIT IS n 3-� S E E S H E E T 3 1 I. 7- /3- 89 //B. As - 5111L T 5 r�1- / T� 2 3 c� 4 Pa Y OV. NIA�r /!dam• ,TUSTNE OR. "9 .S 94 579, 591 9 Z9-8B llB 4.5- 96114 T I34RBER ST- CsEE S,yc.-T .3 Fob co,�?', ; ! o I ' cr PORTION OF UNIT 17 ( PHASE 8) WATER DISTRIBUTION SYSTEM SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY, FLORIDA Gene(dl Developllent utilitle0m _.. ..� r. BY PE NO 15323 m STATE OF FLORIDA W DATE DSG BY J. G. DWN BY A.J. RELEASED BY SHEET NO 2 p SCALE I��' CK�D. BY J.G_ APPR BY 2 OF 5 M co 0 REPRO PRODUCTS .NC FILE 842 - 22- 87 S E E S H E E 'T 2 no F- w w V) w w 117 REPRO PROOLCTS tic rILt v—ram i6 W i F— W W cn W W cn con S E E S H E E T 5 S E E S H E E T 2 2.3 Z% PIPE CROSSING SCHEDULE N.T. S. BASED ON 35' RADIUS AND PIPES ON PC... 24' PVMT TO 20' PVMT. 4 A A TYPE - I A. B. 20' — 20 20 PVMT. TO E. 20 PVMT. 'E CULVERT PIPE 3E CONSTRUCTED DIMENSION TO BE E. 1. 20 .JTE: CULVERTS MAY OR MAY NOT BE PRESENT VARIES WITH TYPE - 2 CROSSING. ALL PIPES END IN BELL WITH PLUG. � A. W.H ERE PIPE -CONS T DIMEN Wt-,ERE CULVERT PI DES WILL BE CULVERT IN CONSTRUCTED THIS 20 20 PVMT. DIMENSION IS E. I B. (USE SAME FOR 24 PVMT) 20 --� TY PE TYPE- 4 WHERE CULVERT PIPE WILL BE ,CONSTRUCTED THIS DIMENSION IS E. A.,--�+ PIPES) A. i II 20 II — B. WHERE CULVERT } _ PIPE WILL BE CONST. CULVERT I THIS DIMENSION IS C. TYPE6 A 20 PIPE LENGTH A - I Length TYPE — 5 WHERE COVER IS LESS B - 3 Lengths THAN 30" PIPE SHALL BE C - 2 Lengths D.I. P OR CONIC. ENCASED D - 7 Lengths �CULVERTIN 20 PVMT. 9-Z9 d8 B ,9s-,gur�T ARaER s SEE Coy? .5, / rX 2 3 40 S i PORTION OF UNIT 17 ( PHASE 8 ) Z WATER DISTRIBUTION SYSTEM � o > SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY, FLORIDA W Genera! Development Utilities. Inc . +-- ... ... b... BY PE NO 15323 r m STATE OF FLORIDA w DATE DSG BY J.G. DwN BY A.J. RELEASED BY SHEET NO 4 o SCALE 1��= I QQ� CK� D BY J. G _ APPR BY 4 OF 5 Mco V PEPRO PRODUCTS INC FILE 842- 22- 87 I I REPRO PRODUCTS iNC FILE 0 f k Sm1.EEIIBA rLI jI 1 G H LAR! Cam] FLE3RE A OOMDUAN PORTIONS OF SECTIONS 7,19 8 3 TOWNSHIP 3/ SOUTH, RANGE 39 EAST AND 3Er.TIONS 12,13 & 24 TOWNSHIP 3/ SOUTH, RANGE 38 EAST -1 Nl ENGINEER'S NOTES THIS S 0 I. UNLESS OTHERWISE NOTED WATER LINES SHALL BE LOCATED: UN PAVE D AREAS — 10' 0 FF PROPERTY LIN E PAVED — 5' OFF PAVEMENT. 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS.. 3. ALL WATER MAINS SHALL HAVE MIN. 36" COVER. 4, WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20'OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ONTHE POINT OF CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. 5. P.V.C. PIPES SHALL BE CLASS 150 TYPE I GRADE I ( DR. 18 ) 6. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. NO OPEN ROAD CUTS V41 LL BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY OF SEBASTIAN. 8. CONTACT ALL CONCERNED UTILITIES BEFORE COMMENCING CONSTRUCTION, 9. WHERE A WATER MAIN IS TO BE INSTALLED 6ELOw A STORM DRAIN PIPE: A MINIMUM OF 6 INCHES VERTICAL CLEARANCE BETWEEN PIPES SHALL l u. 1-7 6E M4INTAINED UNLESS OTHERWISE DIRECTED EY THE ENGINEER. 10. D.I.P. SHALL BE CEMENT —MORTAR LINED MECHANICAL JOINT CLASS 51 (150 P.S.I) 11. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18 INCHES, VERTICAL CLEARANCE THE SEWER WILL BE TWENTY FEET (20a) OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING. THE SEVEN PIPE SHALL PASS UNDER THE WATER MAIN. WHEN A WATER MAIN PARALLELS A SEVEN MAIN A SEPARATION OF AT LEAST TEN FEET (10') SHOULD BE MAINTAINED WHEN PRACTICAL. WATER LEGEND EXISTING PROPOSED 6� 6" - - - - WATER MAIN a SIZE - 04- GATE VALVE - BLOW -OFF 1 I i - -� - - SERVICE CONNECTION - - - - FIRE HYDRANT W/ GATE VALVE E- - �+ '♦- CAP - TEE - REDUCER - - - - - DENOTES SAMPLING TAP O DENOTES STATION NUMBER C.A.1— IMS. MASS. $1. 1.— KEY MAP SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY, FLORIDA 2500 1250 0 2500 GPf ed DewOpf x" MAP LOCATION Utilities Inc. 3000 1500 0 3000 6000 4 5 A. BU/L. %r caMf�L � rEo Z - i3 - 8S f/ � A c... DwNopm�nt Sub dory BY PE No 15323 MIAMI 1. FLORIDA STATE OF FLORIDA SCALE IN FEET DATE DSG 8Y J.G. DWN. BY A. J. RELEASED BY SHEET NO � SCALE C =TOO 1 CK D. BY J.G. APPR BY I OF 8 FILE- - 83 CMaal••l .ales �.l{ •IM t•a)• a 11 son a ow It v� �G� \ 2 16 379 f7 6 F. $Q G' 17 380 16 109 \41 of \F �/ I1 / EL. 20.2 2 5 X 16 C. M. P. INV. EL. 18.0 12" RV . 6° MIN. DETAI L 1 N. T. S. EL. 20.8 22 "X 13 i INV. EL. 18.6 12 P. V. C. 6" MIN. D ETA I L " 2 N.T. S. / / / / SKYUNE_� LN 6" M.J. G.V. / / . 6 / 399 Q• / A\ i of43, o A G Q 7000 �-� TRACT D�� / / Z 303 \ �( Ilk y! ti � ��`i Q. L / L 24 / 23 13 ' •�� 12 14 15 / �\ 16 � �.AL � - OF F� 299 18 101 CO � // 390 293 ?5 G c vX3ti,+6 Off• �G �2 xti� /0 F o i `i p • � 363 �PJ�i ot86 e�% F� 17 379 V //� SEE DETAIL "2" 4f27 1 EL. 20.7 72°X 44" M.P. W/ TEE INV. EL.15.3 6�� M I N. 12P. V.C. N. T. S. ELKCAM GUARD RAIL WATERWAY -SEE MOUNTING DETAIL, BRIDGE ELEV. SH T. - 7 TE LE PHONE LI NES 7 GUARD RAIL 12 W. M. 10, I 151 �/� UGIHIL N. T. S. L ' • C' 298 3 .9/ Q 5 ool 30 -446 V) 49 456 TO EXIST. II I EXIST. F.H. 0 0 I EXIST. 16" W. M. 16X12 RED.' n 45 BU/LT C0141 —6146O Z- J3 —85 •�B. I ( I �wti 8� A.J. Acoa 6. FILE 631 — 22 — 83 AE PAC GC'.(.'F,i.. 272 i "'\ i a O�J Q A 2 2 + / v 222 h \ 207 LPG \ 2 15 �° .h \ \ �l O �Q s O TRACT C " Ot tK 208 \\Qjop N,v i C , ,tick a tj Q) \ 000, '' �\ 0000, I y 2 o� 3 9 V ox�����P o� 306 61� / 200 100, .y,�j xjf oX 6044ro 2 °` 304 2�\ / 12> EL. 21.6 �\ of4% � Z END WALL 301 `'' / i 3 \\ \O \ ° 3 0 3 �j O INV. EL. 18.1 12" P.V.C. 2'-661 \ %% D ETA I L 4 N.T. S. L 272 5 100, 306 •� O lo:�- 'C G� . �P 7'+ ' r EL. 21.4 / A I / �'►I 18"0 CMP � I 1 ------ -��i INV. 17.7 w 24' �12"± 12" P.V.C. WATER 2 6� MIN. E PAV'T I \` ✓TELEPH. LINES 7' ± 12" P.V.C. WATER A I PLAN �J ELEVATION A —A DETAIL 5 I ,115 - 43 U/L T COM PL E"%E"O Z - /3 - BS /B. REPRO. PR,1i:.:. %, FILE 631— 22 --83 � /l1 • '4 53 / 52 51 50 � N / I` 49 48 47 � / 46 / 45 44 / ♦ 43 lb 4 42 � ,^/ 40 39 38 / 37 -VI 4e �" P 36 � O ��' �35 I 34 4 / ti 33 ,� / A, O� 32 5F 31 59 O 30 I / / w� 60 \`� � ; /� � 29 � 61 59 P /0 28 6 F 2 27 3f� �a y / i 26 25 I /\p 508 w � / h 0 24 �� �L�O / �, 61 68 23+`� v /� 60 '� ° ,� -� 16 `OP � \ +a Pti �� � v� �o O. � /\ 59 21 �. ti � Q' /p 508 58 v� Q �O OPO 20 ••��� O / PO 57 PI 6 2 �. J 508 Al k ��� ti / 56 s 55 19 13 �o'ot1o~ °`� pax ti O �q tee' �/ti Q 5 0 8 04 p� F ti 50914 . o �%� ° SEE DET'L 44" / I 15 O 492 O SOP 4v 4v �v 1' ., 0 g ,e . 16 v oP°° �q 'q� OBI' 10 ti (o � � 9 E L. 18.3 29" X 18" C.M.P i 6 P.V.C. ( INV. EL. 19.2 6" MIN. DETAIL "10" N.T. S. 0 TRACT " B" A� � 8 FR M 7 � �` AIN 509 �'�� 7 6 / 6 Oib 507 5 4 5 � 4 2 hh I �k 16 I'5 14 �r h / I �0 1 I I �I k4f23 490 moo' @v 20 iti �P 1 O� R O� zI I0 490 0k21 V 7fG7 '2 o 9-pP �P 67 68 S � 490 65 \66 \ 64 63 �L O 62 61 y 59 y 57 1- 9G < 56 9�04 2 55 3 490 x " TIE TO F �,,� ° EX I ST. +�S7 IX 6." a: SEE DE TAI L UJI 506 "12" 5051 ~ i 504 z I I I o 1 LJJ2 2 I Y o x�� c �o�,� 3 t- TYP. 85� OF6"P.V.C. (TYPICAL) 25"X 16' C.M.P °� - I 33 Q ok`� I 4 I Q 48 INV. IN 15.7 85' 6'' P.V.C. _ ( cr LL' 6"X 6" M.J. TEE ( TYPICAL) OUT 15.6 0f0 ` ,11 SEE DET'L "11" 1 —�1 R t--�I 17> Qf00 '�' _ 4+00 IIrQ+00 a co +�- ------------- LLJ i -- �- -- ---- Z� _ `�'W J0'X 31"C.M.o / D.I.'S w DRIVE � �6" X6"M.J.TEE 503 � 0 INV. IN 14.3 � J _ Q OUT 14.1 U 13 12 II 10 9 8 7 6 5 z 4 3-" 2 I v Q Q w 6" P. V. G. EL. 18. 0 2511 X 16" C.M.P. IN V. EL. 15.6 6MIN. D E T A I L 1 1" N.T. S. ch s 5 TELEPHONE LINES ro 5 G Fps EL. 18.8 50" X 31 C. M. P. INV. EL.14.1 6 Pc. ' v.611MIN. N.T. S. L pPDA 8I I I PH c 631 - 22- 83 MATCH LINE " L" - -I 9 TR. I _ -56'- 36" 0 C.NI.P. INV. IN-18-9 n G i� I OUT- 18.6 20-15" 0 C. M.P. 10 20'-15" 0 C.M.P. INV IN-22.1 I I _ -- INV. IN-22.1 OUT- 19.9 OUT -19.6 DRAINAGE _= 11 RIGHT- OF -WAY 20'- 21 0 C. NIL P. 488 -1 20- 15" 0 C.M.P INVIN- 21.9 I I I I INV. IN- 22.0 OUT- 19.9 2 o I 4871 OUT- 19.5 o o II a COLUMBIA/ � 39}9�12 o- T. 3E'- 22"X 13 C.NI. P. -- �� 6"X6'M .J. TEE SEE DE I AV E. 13 � I! 32 u �I > 491 �I 14 ' II J I 33 DI) 15 , ' of 1 I 47 L.F 6-PV. . DELAWARE I AVE. 36'- 18"X II" C.M.P i L16"X 6" M.J. CROSS o. III o i i 6 D.I. P. 29 I cor m 19 WATER MAIN I� 2 492 �� 486 8 0' I� 28 I 20 I�5 I x c ftoDRIVEWAY... DEL MONTE o I o RD.;! 16 D.I.i 3 6'- 1 t *X 11" C.M.P f {�O 3Zk8,I 46-L .F 6' 0 32�3 a I 16"X 6" CROSS 3titti� ,,tia 48 47 3 I. II 493 tD 1 = 49 Jj DRIVEWAY 48 m O 6" M. J . G.V %TYR) i o Qo q 5'(TYP) DICKENS 4-� I z�501 3C - 22 X 13 C. M.P '16 "X 6"rn.J. TEE AV E 20'-15'0 C.M.P III INV. IN-21.5 DRIVEWAY OUT- 19.2 20-I50 C.M.P 31 INV. IN- L.1.2 3 56'- 50"X 31" CM.P OUT-19.4 / INV. IN I8.4 49 I OUT- IS. 2 DRAINAGE RIGHT- OF- WAY 20'- 18" 0 C.I`A.P 494 I 20'- 18" 0 C.M.P. I V.Ir;-21.4 4 INV. IN 21.3 OUT-19.4 32 I 'I I Ol.1T 19.2 ' 85 L.F.-6"P.vc. g 1 I , SEE DET. DOCK o 1 2�2 501 36'-22'X 13" C.M.P,-16'X 61 .J. TEE AVE. DRIVEWAY 10 I 6 494 MATCH L I N E K EL. 23.1 EL. 21.7 MATCH LINE ;� K 2 5" X 16" C.M.P � ' I 501 36" 0 C.M.P � II � � I 7 j2 16" D.I.P. I INV. EL, 19.2 I 1 16"D.1.P INV. EL. 4j� 6i'MIN. I II 6" MIN. i � lQ\� 12 I � � 8 46L.F.-6 PVC. 'o DETAIL 16" .0/ ____.__ . __ 1 RIo DETAIL "15" q,5 kq�C 16"X68M.J.TEE N. ---- . T. S. Zq 36'- 22 X 13" C.M.P +43 N . T. s . 6 ,,- - - �P� , 5 ---- _ 22�66 a PL. 1_1 10 485 MATCH LINE M �� �,,� p o� 16 D.1.P WATER MAIN---- 1 I0 2 71 ,. ��' 499 489 I II 1 70 \2� t� 15 36 490 85 L.F-6"P.V.C. � ----- A Z:acgo�h� 3 �y o T R. I 12 IN E o 16"x s" M. J. � �,`� �,�, ox9.r, 16 N♦ TEE P 0 2 : �` E 36'- 18"X II' C.M.P---� 3 `S,. ` ` - - ---- --- O 4 �0 40'-25„X C" C.P.I.F �o �\ 13 I !3 TER. i m INV. IN— 17 I 5' OUT- 19.2 I � 22 3 487 SEE DET. " 16 if 488 �) 5 TR. 18 14 if If 485 I I 6 5 I 4 15 ' ' I 85 L.F. -6" PV.C. � 4g L.F-6"PV.C. 19 80 TR. G E O R G I A o 0 1' o BLVD. � !04 -� .moo+4(, 5 16 G 1� 7 3G'- 22"X Imo" C.M.P. a 0 f►9J 1 16"X6" M.J. CROSS 20 1 p --- PITTS Ii I I U) 49 51tL _ _/ I II 17 8 `� 16D.I.P {- 35 i WATER MAIN MATCH LINE "L"489 I �I 487 PL. I o EL. 22.5 LI-NE M" 16 m 18 MATCH 1 15 19 I I 50" X 31 ' C. M. P. _ I i INV. EL 18.2 m t6- MIN. / 14 20 - li a �� AIL 14 E- 40'- 25 X 16 C.M.P. _ - �'MAIN 4 0` II Pd V.XI Ne 17 9 P % 13 A DRl I`F w4 y N.T S. Irdv. IN - 19.3 16 D. P WATER MAI N } OUT- 18.2 OUT- 17. 8 /1'!�' �3f 5 21 a_ - - - - - - - -- -- _ _ . -- _ _`_� fs8 3 J _ "w 1 500. 13 12M.J. , V . -� 504 G.V. 12 DxS� 1 2 3 4 5 6 7 8 9 10 I l ; ��� `� 22 47 34 w .SEE DIET 17 85 L.F 12"Pv.c. Qo ro J W _ _ - , _ TELEPHONE LINES S I6'XI2' htJ.REO. p+►f 0 �Q. 36'-18"X 1I" C.M.P o U(!) 6 M.�J�G:V. __� _4}0� co 30 + - FROM PAVM T. I _--_._ _ _ _ _ 4 S' Q 1.3 W EL. 20.5 21451 M at$3SOUTH1 � cn 16 X 6 M.J. R ED. ^� 16"X 16" M. J. TR. °°� CROSS 0 N o 16 J. M. JI I A ( 2 3 4 5 6 7 8 9 10 11 12 C G V. ( �, 25"X 16C.M.P. \47 L.F.'16"D.I.P. 502 i ' SEE DET."1311 INV. EL.17.8 16D i " . I. P. DRAINAGE RIGHT-OF-WAY 6"MIN. - - -- - - - - •�J - - - - - 2 - o 06 0" 0 �. M. P S .t DETAIL "13" RISER INV. EL. 9.0- N.T.S. 1513 1 517 i I 1 By//- r com,oLEr6 p z -13 -85 NYf3, 1 1 ( I EL. 20.5 C H ELLO i i\ AVE 1 ��- TRANSMISSION MAIN FROM UNIT 17 TO UNI' 3C,'- 21"x 15" C. M.P. --`_ __ �}, �}- r36 - 2' X 15 C.M.P 25 X 16 C.M.P -T---- ' -- --'- Z WATER DISTR9F' 1T!nN SYSTEM 1 31 1 { I I I P, I INV. EL. 18.2 SEBASTIAN HiGHLANDS INDIAN RIVER COUNTY, FLOF I I I 516 1 16 D.:. r W 515 I _ --�- - - - J _ s 1., I N. um General Development Utilities.lnc. .:... s ..b,. g r Nc DETAIL "17" r PE S'ATE OF 15323 m F-OR!pA N.T.S. i I FILE 631 -2Z- 83 a SEE SEE DETAIL A THIS SHEET -- THRUST/ BLOCK (TYP) 12 STEEL PIPE FLANGED ASTM A139 GRADE B, A53 GRADE B, AWWA C200 t= 0.25 INTERIOR COATING (AWWA C 203-78) OUTSIDE COATING SANG ?LASTED, ONE COAT OF PRIMER AND PAINTED BLUE. 1 CL _4 17.5 40.1 BRIDGE MOUNTING (DETAIL SCALE : 2 �� = I'- 0�� 35 z. C). --i SEE DETAIL THIS SHEET ' I DlP P.V.C. II I� u BRIDGE ELEVATION ELK CAM WTWY. N. T. S . =DGE :D HEAD) 30'- 12" STL. SPAN 4-5/8 X6 WEDGE ANCHOR BOLTS 12"X 8'-0" STL. PIPE FLG. +I -ao c o Lp _ o N U N � u c o o 12"X 45` STL. BEND FLG. 12"X 450 D.I. P FOR DETAIL SEE BEND FLG. `fie., BRIDGE MCUNTING DETAIL THIS SHEET DETAIL "A" PLAN VIEW SCALE: 1/2 1'-0" PROP 12„ P. V C. PIPE CROSSING DETAIL COLLIER CREEK N. T.S. Q,TELEPHONE CABLES 1 TRANSMISSION MAIN FROM UNIT 17 TO UNIT 15 CI<'OSSING ',"ETAILS SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA r STA-E vF - m w DATE NOV. 83 % 8` J.G. H.B. RE, EASE o SCALE SHOWN CK C By J.G. APPR g. FILE- 22- 83 pFpPo,PR. � 1. N; - S E BA�TI�t\ll . -_ _ r w. - _ -1.. 0 LOCATION MAP 3000 1500 0 3000 6000 SCALE IN FEET i INDEX I. COVER SHEET 2. LAYOUT DETAI LS 3. STANDARD WATER DETAILS 461 TRACT D ABLEC UTILITY SITE OVER ;T46 TRACT G VER DR. SCHOOL W E45 S ITE 446 m J REDGRAVE DR. 458 SH. 2 LARCHMONT TERR. 457 456 � Q55 ��..RACT "�l 449 I ��' I_ C .. BARBER ST. 48 447 H 4371 44 5 4 44 KEY MAP 600 0 300 600 SCALE IN FEET A5-3611LT 9 -3-8.3 f-/•B 0 ENGINEER'S NOTES I. UNLESS OTHERWISE NOTED WATER LINES SHALL BE LOCATED UNPAVED AREAS - 10' OFF PROPERTY LINE PAVED - 5� OFF CURB 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS. 3. ALL WATER MAINS SHALL HAVE MIN. 30" COVER. 4. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18"VERTICAL CLEARANCE, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ON THE POINT OF CROSSING, WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION - OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. 5. PV.C. PIPE SHALL BE DR-18 (CLASS 150) AND D.I.P SHALL BE CLASS 51. 6. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. NO OPEN ROAD CUTS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF SEBASTIAN. 8. CONTACT ALL CONCERNED UTILITIES BEFORE COMMENCING CONSTRUCTION. 9. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN. PIPE: A MINIMUM OF 6" VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 10. WHERE WATER AND DRAINAGE PIPES CROSS WITH LESS THAN I' VERTICAL CLEARANCE THE WATER PIPES SHALL BE CAST IRON. WATER LEGEND EXISTING PROPOSED - - 6" - 6 WATER MAIN a SIZE " GATE VALVE - BLOW -OFF 1 1 I - -� - - SERVICE CONNECTION - - - - FIRE HYDRANT W/ GATE VALVE 1- - ♦- CAP - TEE - REDUCER E: -0 - - 1 - - DENOTES SAMPLING TAP O DENOTES STATION NUMBER FILE 555 - 22 - 81 MATCH CONC. SLAB --, a GROUNC -4 Min . L. 22.26 6 x 6 10/10 W.MESH ELL 9. 53 16 D. I. P. � I 5� 5� INVEL.16.t6 .Z3 82'-36"X 48� C. M. P. DETAIL m GROUND EL. 22.26 LINE I 76' - 36"X 60" C.M.P INV EL. 13.96 2 � Ii �I 45 446 1 49 50 51 0 1 iM �y16 o M.J.�G.V.' 16 M. J. G.V. -� -- - - --- ------ 16 x 6" M. J. 16'x 16"M.J. CROSS RED. 1 6..M.J. G.V. 1 160 437w m ABLETT TR. D SEE DETAIL ON 0.3 M.G.D. TE R R. WATER TREATMENT PLANT FILE NO. 531 - 22 - 81 a 17 Q _c b 0 16 tDs o 0.3 M.G.D. WATER 8"G.VM.J.��p ► - 000 TREATMENT PLANT 16"x 8"M.J. RED. OLDS 15 16 "x 16" M. J. TEE r 16 1 M.J. 16x 12 M. J. (D GV RED. 14 !� 460 13 6 M.J.G.V. (n I LANDOVER IG'X 6" M.J. TEE -►♦3ti 12 3t� - 6'O V. (TYP.) �I DR. 5 0 I I OFF 25 PVMT. W� 446 459 M 1 10 M f a.: 16x6 M.J.TEE 1 9 �,�5, EDGRAVE to 6., M.J.G.V.— ,� I a s� a 0 D R. X M Q- 7 W 31 cn -J 458 -rl 6 LLI el RCHMONT 5 - S9 — y 16 " x 6� M. J. TEE I 6M.J. G.V. 4 ( TERR. 48 3 I 457 MATCH LINE ',B \�h fit DETAIL A 11 � { � 8 9 456 2 3 4 5 6 °0 7 10 BARBER 16"x6"HYD. I �; (TYR) OFF PVMT. 4 7pI _ i 16" x 6" M. J. TEE ----_ - E ' M.J. G.V. 10 w 2 3 ci 5 6 7 8 9 Q 445 � � I 2 3 4 - ! U 56 V- ROAD 455 6M.J.G.V. 16 x 6" M. J. TEE 5 6 7 444 0 CONNECT TO 16" TRANSMISSION MAIN TO SERVE ELEMETARY SCHOOL FILE NO. 566-22-81 D.E.R. - APPROVAL NO. WD31-2026 C DATED 10- 19- 81 -� P�Jv GP5 EX I S T. s 9ti f 0 16" W.M. ry � TR. ' G ' ♦` 00 2 A0 4 23 �- 24 � poi Q G 6� DETAIL "B" .+N,\AA 449 n Q C TR. C J/ 66 l. 2 � W /g/ \6�� 1 — 1 ro 6" M. J. G.V. i � U) 448 --- ---------� �'x 6 � M.J. TEE 2 5 I6 i Ns O Z 12 \ 447 8 9 10 11 Z r v � ,45 - BU/LT coItI7PL ETE D t R. FILE 555- 22- 81 I I I . 'm LOCATION MAP 3000 1500 0 3000 6000 SCALE IN FEET INDEX I. COVER SHEET 2. LAYOUT DETAI LS 3. STANDARD WATER DETAILS I H N BI" MATCH 553 581 L/NE TR. P I EASY ST. L AVE. TR. TR.L w 599 a� TR. K TR. M 588 0 581 CHURCH GIRAR E, SITE S TRACT I.E5( 0 tn�� 92 ePP 9 2 z TRACT "G° z 462 584 a 583 SCHOOL = S ITE IV v IX9 S H 2 . MA 7-CH L /NE KEY MAP 600 0 300 600 SCALE IN FEET ENGINEER'S NOTES I. UNLESS OTHERWISE NOTED WATER LINES SHALL BE LOCATED UNPAVED AREAS - 101 OFF PROPERTY LINE PAVED - 5� OFF CURB 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS. 3. ALL WATER MAINS SHALL HAVE MIN. 3611 COVER. 4. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 1811VERTICAL CLEARANCE, THE SEWER WILL BE 20OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ON THE POINT OF CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. 5. P.V.C. PIPE SHALL BE DR- 18 (CLASS 150) AND D.I.P. SHALL BE CLASS 51 . i 6. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. NO OPEN ROAD CUTS WILL SE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF SEBASTIAN. 8- CONTACT ALL CONCERNED UTILITIES BEFORE COMMENCING CONSTRUCTION. 9. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE: A MINIMUM OF 6" VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 10. WHERE WATER AND DRAINAGE PIPES CROSS WITH LESS THAN I' VERTICAL CLEARANCE THE WATER PIPES SHALL BE CAST IRON. P/)A (=1) G= Al )ALL 7 L= WATER LEGEND EXISTING PROPOSED WATER MAIN a SIZE 6" - - GATE VALVE - BLOW-OFF--�° i ii_ - - - SERVICE CONNECTION - - - - FIRE HYDRANT W/ GATE VALVE I"- - �4 ♦- CAP - TEE - REDUCER 1 I - - - - DENOTES SAMPLING TAP O DENOTES STATION NUMBER D.E.R.-APPR. NO. WD31-2026C DATED 10/19/81 TRANSMISSION MAIN TO SERVE ELEMENTARY SCHOOL WATER DISTRIBUTION SYSTEM SEBASTIAN HIGHLANDS, INDIAN RIVER COUNTY, FLORIDA GffEd Davb f1x" A Gda" Do"Oop wn are"i V B Y PORT CHARLOTTE MIAMI VERO BEACH PE NO 15323 FLORIDA STATE O ."LJRIUA. DATE SEPT. 81 DSG BY J. G. DWN. BY M. R. RELEASED BY SHEET NO I SCALEAS SHOWN CK'D. BY APPR BY I OF 3 FILE 5 6 6 - 22 -81 1 EASY TR. lip If 8„ 601 9 STREET + DAHL 16 6 16�� p/c v��. � I 1 TR. L " TIE To I 599 EXISTING_ 1 AVE. 42X 29 C.M.P I NV. EL. IN 16.1 j I NV. EL. OUT 15.7 T R. K = TR. M • DETAIL A�� 'gip " o 588 V 581 ) o To ! , 15 GfI05s 4-5 U/!L dE V GIRARD sTUQ Df3U � -�-3+ Ot30 sTUB vAL !/AZ CROSS I I I I2 29 I Iw > 3 i 28 I p I 4 27 I 7160 5 26 I 6 25 I Ll. 584 (� 7 583 24 = I CL 8 23 0 I � CL 9 Z 22 z IQ 10 21 U I II 20 I 12 19 I 13 5' OF PAV'T. 18 V o 14 THUNDERBIRD DRIVE pfOD�liAG •) p Of 90 (!14z- •) /7pfZa (sivB) sroa Otto f &•v V. ^ Ut00 I � 30 553 Q1 581 MATCH LI NE "A MATCH '-tI N E SCHUMANN CONNECT WITH 16 WATER MAIN FROM SEBASTIAN UNIT I17 PHASES 3, 4 a 5 D. E. R. APPR. NO, WD31- 20268 DATED 9- 22- 81 S� 1<1G� o 2 2315x��� Og� 462 LJP \ 24 it TR. "E A.� 6 � 9 14 7 \ � 8QQ FLEX COUPLING R/W 120' .. 5 PILINGS MIN. 25' LONG MIN. 12" DI A. STEEL PIPE PIPE GUARD FILL WITH CONC. AIR RELEASE PROP. 16" STEEL PIPE VALVE ASTM A - 139 (GRADE B) + q t = 0.25 EL. 24.0 - THRUST BLOCK p 4S °) Df02-5 ptpa (45°) VAL i EL. 22.4'+ rE2 XIST XSEC. � INV. EL. 15.0 \�� EXIST 72 48'C.M.P EL. 9.0,± 1I FUTURE' CROSS SEC. 40' CROSS SECTION BULKHEAD FOR CROSSING 'DETAILS SEE SHEET 2 of 3 OF - FORCE MAIN TO SERVE ELEMENTARY SCHOOL FILE No. 568 - 42- 81 DATED OCT. 1981 ELEMENTARY ,•��� SCHOOL U \1 TR. HG 11 0 F D. I.P TO STEEL ADAPTOR (TYP.) ROAD EL. 22.1 6" C.I.P W.M. -� I N V. EL 19.0 42'' X 29" C.M.P. INV. EL. 16.0 DETAIL "A D. E.R. APPR. NO. WD31 - 2026 C DATED 10/ 19/ 81 TRANSMISSION MAIN TO SERVE ELEMENTARY SCHOOL Z 0 WATER DISTRIBUTION SYSTEM cn > SEBASTIAN HIGHLANDS, INDIAN RIVER COUNTY, FLORIDA w General Development Utilities, Inc. PE NO 15323 m STATE OF FLORIDA w DATE SEPT 81 DSG BY J.G. DwN BYH.B./M.R. RELEASED BY SHEET NO 2 ►- 2 OF 3 o SCALE 1" = 100' CK D 8r APPR BY FILE 566 - 22 - 81 2 - 2 1/2 OUTLETS HYDRANT ( 42"MIN. BURY) -COLOR TO BE STANDARD A.W.WA. YELLOW /PUMPER CONNECTION 41/2"0 / FACING STREET 3'- 0"SQUARE X 3" TH K. CONC. PAD ILD COVER MARKED "WATER" cFINISHED GRADE I VALVE BOX ADJUSTABLE SCREW TYPE IIII I 111 1 5 1/4" DIA. SHAFT OR P.V.C. IIII II�I LINER. I w J z m I - 6INM. J. TEE OR M. J. a a I REDUCING TEE SIZED Q ACCORDING TO MAIN rm I THRUST BLOCK WATER MAIN Z-6"HYDRANT CONNECTOR 6 IN M. J. VARIABLE GATE VALVE TYPICAL HYDRANT AND VALVE DETAILS UNLESS OTHERWISE NOTED _ LOCATE GATE VALVE ON P.C. to A" WATER MAIN P/L VALVE LOCATION COVER MARKED "WATER" I11 INLET PACK JOINT FOR PE. PIPE FORD CATALOG NO. KVT-23-W OR MUELLER # H-14267 . FINISHED GRADE END OF WATER MAIN MINIMUM TWO--J LENGTH OF PIPES FROM G. V. N MUELLER STD. HYDRANT CATALOG NO. A-24039 M. J. END CAP WITH 2il I. P. OUTLET TO BE LOCATED @ BOTTOM OF CAP. 2" THREADED P.V.C. MALE ADAPTOR 3-0" BLOW OFF DETAIL WATER MAIN FINISHED GRADE THRUST BLOCK WATER MAIN 1811 MIN. q��-SANITARY SEWER UNLESS OTHERWISE NOTED SEPARATE TRENCHES ' LOCATE FIRE HYDRANT ON PROPERTY LINE NOTE WATER LINES AND SANITARY SEWER LINES SHALL BE A SEPARATED BY A MINIMUM CLEARENCE OF 18 VERTICALLY LOT L-[NE C AND 10' HORIZONTALLY. "WHERE WATER AND SEWER MAINS CROSS, THE SEWER PIPE SHALL PASS UNDER THE WATER MAIN, WHEN LESS THAN P/L 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20" OF EITHER CAST IRON PIPES OR CONCRETE ENCASED VITRIFIED I,A- CLAY PIPE, CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF WATER MAIN - AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL" (DEPARTMENT OF ENVIRONMENTAL REGULATION) CHAPTER 1 17 - 22-16 - (4) P/L WATER AND SEWER LINE ORIENTATION, VALVE & FIRE HYDRANTS DIMENSION "A" AS SHOWN SHALL BE LOCATED NOT ON PLANS. LESS THAN 45I FROM PROPERTY LINE (P/L) SHALL FINISHED GRADE STREET CENTER LINE. MEAN SIDE OF LOT LINE. HYDRANT LOCATION FINISHED I„INLET PACK JOINT FOR PE. PIPE GRADE FORD CATALOG NO. KVT-23-W COVER MARKED "WATER" FOR MUELLER # H-14267 ,r- FINISH GRADE � I J 1 ill i illl � II III I IN CORPORATION I" CORPORATION ! STOP WITH PACK STOP WITH PACK I POLY ItPRESS. I�� POLYBUTYLENE I JOINT FORD JOINT FORD PIPE PRESS. PIPE TYPE-F- 1101 TYPE- F- 1101 (AWWA) G 901-78 (AWWA) G901-78 OR MUELLER OR MUELLER # H-15024. # H-15024. EXISTING SYSTEM _ rr _SYSTEM NEW 12" MIN. I / 1 12-" MIN. 1 • 1 6" M. J. TAPPING SADDLE GATE VALVE TYPICAL AIR RELEASE AND/OR SAMPLING POINT DETAIL .D.� :�... CONC. PAD I 6" VALVE BOX z ADJUSTABLE SCREW TYPE g a ili I I li�� 5 1/4" DIA. SHAFT a a_ 3 cn tr a _z o ? M.J.-NON RISING STEM, > - -� !� DOUBLE DISC GATE VALVE a _I 0 0 N F- F- MAGNETIC TAPE P. V. C. OR ASBESTOS CEMENT WATER MAIN TYPICAL GATE VALVE BOX DETAIL 'L�'.;�'.!,`�y:�,. •fit . ,� �(S/ /GA : >;•- :,y �•- '-.i' O ry p;j epdo \ ' •,1 . • ; ��%.� ::sit i �f 4 I -THRU LINE CONNECTION, TEE A,P� �T► �P''ri '. 2 -THRU LINE CONNECTION, CROSS USED AS TEE a :P 3 -DIRECTION CHANGE ELBOW A ' �! ti-A 4-CHANGE LINE SIZE REDUCER ---- ---- - -- CONSTRUCT TRENCH 9 b�o°o�J�..P"b 5 -DIRECTION CHANGE, TEE USED AS ELBOW __ _ __ NEW PAVEMENT ----- 4 �� ! I 6 -DIRECTION CHANGE, CROSS USED AS ELBOW _ *A _ B I e _ * p b a 7 -DIRECTION CHANGE I -TRENCH OF ROADWAY EXISTING 8 THRU LINE CONNECTION, WYE �L 1 ! PAVEMENT 9 -DIRECTION CHANGE VERTICAL BEND ANCHOR EXISTING PAVEMENT SHALL BE TRIMMED ! 1 ' ALONG A NEAT, STRAIGHT LINE ' I MIN. S.F. BEARING AREA FOR THRUST BLOCKING PLAN PIPE DIA. FIRE HYDRANT TEES B DEAD ENDS 900 BEND 450 BEND 221/20 BEND 4" 1.2 1.8 1.0 0.5 6" 2.6 3.7 2.0 1.0 8" 4.4 6.3 3.4 1.7 10 8.1 11.4 6.2 3.1 12 11.5 16.2 8.8 4.5 16 20.2 28.5 15.4 7.8 ASPHALTIC CONCRETE THICKNESS TACK COAT ALL SURFACES TO BE THE SAME AS ADJACENT ROADWAY, IT SHALL BE 1°THICK AND EDGES WHEN CONCRETE SLAB IS USED d + 72" FOR BASE , �d+60" I -THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE \ MATERIAL B EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. FOR BASE RESTORATION 2-ON TEES B BENDS, EXTEND THRUST BLOCK LENGTH. PLACE BOARD IN /1r, \/ REFER TO RESTORATION 'OFTRENCHES SPECIFICA FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCK, KEEP M.J. BELLS TIONS. AND BOLTS FREE FROM CONCRETE. TRENCH BACKFILLED IN 8" MIN. MiN. 3-BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND B ROCK FRAGMENTS. COPACTED LAYERS ANY MUCK ENCOUNTERED SHALL' BE REMOVED B REPLACED WITH o ACCEPTABLE MATERIAL. -' 4-CONCRETE FOR THRUST BLOCKSISHALL HAVE AMINIMUM STRENGTH TRENCH BACKFILLED TO A LEVEL OF 2500 P. S. I. AFTER 28 DAYS. ONE (1) FOOT ABOVE PIPE IN 6" CIE 5-THRUST BLOCK SITES COMPUTED AT 150 PSI PRESSURE AND 2000 PSF I COMPACTED LAYERS. SOIL BEARING CAPACITY. I ` d+ 24" I THRUST BLOCK DETAIL *NOTE: PAVEMENT RESTORATION FOR LONGITUDINAL CUTS IN ARTERIAL z g I INLET PACK JOINT FOR PE PIPE (FORD CATALOG NO. KVT- 23-W FOR SINGLE SERVICE) (FORD CATALOG N0. UVT-43-j,2-W-FOR,DOUBLE SERVICE) , ' OR (MUELLER - H- 14267- 5/8 x 3/4 x I' SINGLE SERVICE) N (MUELLER-H-14267-3/4" DOUBLE SERVICE) TAPPING SADDLE (AS SHOWN) 24" MIN. COVER Imp CO POLYBUTYLENE 1 PRESS. PIPE ASTM D - 2581 I" CORPORATION STOP WITH PACK JOINT FORD TYPE- F- 1101 WATER MAIN TYPICAL 111 SERVICE CONNECTION DETAIL STREET, STREETS SHALL INCLUDE FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN WHICH THE CUT EXTENDS. PAVEMENT RESTORATION FOR TRENCHES CUT IN PUBLIC RIGHTS -OF -WAY NOTES I. P.V.C. PIPES SHALL BE DR 18 ( CLASS 150) AND SHALL BE MANUFACTURED AND TESTED ACCORDING WITH THE AWWA STANDARDS C-900, 2. ALL PIPES SHALL BE DUCTILE IRON PIPE AND SHALL BE MANUFACTURE AND TESTING ACCORDING WITH THE LATEST AWWA STANDARDS C - 150 AND C - 151 (CLASS 51) . 3. ALL FITTINGS SHALL BE CAST OR DUCTILE IRON. AWWA C- 110 AND III. 4. CONSTRUCTION SPECIFICATION SHALL BE IN ACCORDANCE WITH THE INDIAN RIVER COUNTY. D.E.R. APPR. NO. WD31 -2026C DATED 10/ 19/81 FILE 566 - 22 - 81