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Home My WebLink About2008 - (#52) Construction Plans (July)r r A. v, Vit.. -...,, ,.. ... .. +?.. SCHULKE, 11 ''1 LE & STODDARD, CIVIL & STRUCTURAL E/NGI/NEERI iNG • LAND ND PLA / NING • EIV I /I RONMEN TA L PERMITTING CERTIFICATION OF AUTHORIZATION NO.. 00008668 ENGINEER CERTIFICATION: DATE: �1717 INDIAN RIVER BLVD., SUITE201 VERO BEACH, FLORIDA 32960 ❑JOSEPH W. SCHULKE, P.E. REG. No 47048 ❑ JODAH B. BITTLE, P.E. REG. No 57396 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com inee1 s.co ❑ WILLIAM P. STODDARD, Ph.D., P.E. REG. No 57605605 LOT 15 "N X7.54 x CP LOT 14 Lm O -�L 0 T 13 N, LOT IJ 1128 / x p0 N I 112 7.4 747 VO4 \ LOT 12 Z LOT 14 f1745 LO i�r : 14 7.60 I�SN 24" LOT 15 7-58 6" LOT 11 .70 "14 - North 63 x Z27 XF- 17 67 x73 LOT 10 LOT 16 ED. 1" IRON PIPE \ f, \\ � \ I ---) SW22W* -146 .58 16 LOT 9 LOT 17 16.76 GRAPHIC SCALE 708 JtO4 ui 40 0 20 40 80 160 Ia62 4�'\Z_ z', 6 56 485 Lor a 4 6.64" 041 < LO 19 \ 1 0 -3 rZ, .52 IN FEET .03 u -v L T V, LQ 762 1 inch 40 ft. \ \ 'BUILDING <94 768, LOT 31 7.58 ..... .... . .... LOT 6 \S293670T 5S ........ -2.60 X 2>.57 It" N "I', .39 6, x777 x 7.77 "0, L z 8.82, ZOT C) z S 0 m 4 0 0 .......... py 0� � ft Z LL, z A , , 5 61 .5 A00 lm -W la" < YYY.-<16.41 J1 7 Z: �7. tot 1:1 T E 68 J. 70 x ��48 �30 2: zo�� ?: 3: wx D - 3: wn 8 "1.2 xf 1720 p "It 312 \ 13. 21 Y10 ENS 77NG SEAWALL 7 LOT 4 87 X, f2.76 1�. 71 0- �22 SHMPILE W1 M909 po- 1,T. 64 7. X 6.54- �n� CAP -0-88 9 4122x xlJ.27 CID x1291 A 12.65 w LOT op 12. 112. 19�5,.52 2J 25 �,lj. 00 la 12, f,N I , 2 0 E x U2,11 0 12 \1 C�, J�j. 7\\ N -070� x 13. �&OCK WIATRIOAn& roqsfixf �Zow mu, 7.41 C U-Rl. B - 5N E CN Co MA7§OT 24 LOT J (D CURB t x 12,5 \b Afir < % 06 0, x x 13.9 0 Cmc POLE -;s3 1 C *Z) A�- 6 '51r M20' 3. �x I v IN r PLOW Ta BE usm WN 1j. xs 0\ CONC. PAD x \J,7 61 LL x 12.57 .61 x U. 56 C-) CD 13. 25 11.78 1V 71- m- x ZIC 8.66 00 x 1,2 68 x12;59 T -V5- 4U BtA YA'A $27271511E 3MV (0 .2 F/r 00 fanq M.,#w` L0, T, T6RIGRACN ECI(Lk- V L94 4298 0 0 x 13. 75• LOT .20' SOUTH 7.,I4� W -j x 9d,12.20 '66 c) Vm. - \6- a slim EX. slim .19 %- 6�z,< C5 0 . , "', - I - -- W w HAr-7 SAND 0 %kll� ;-z 43 r FLOW HEU •x X7X7. z w 7�' lwmom 717 Rw 0 -2 CMANNG SrA 770V VA "60 ldjd T 2, ta v i 05 Ea 0 1 'g.b� , !;� T- (0 5�A 3. fe Q 7N 82 LF N 0 $472"41E 59.V' x 14.04 0010 fa 5.38' WEST' �X 0-1 'J' f4,76 0001. 0 0 'CONCRETE HANDICAPPED 35 06 k W '9.90 -7 =411vo PARKING SPACE' UJ L--1 x 14.5� 14- 7A ,6 X 6.54 x 7.45 10.4 .38 -5.60 < N\VUTT-Ad- 30",�Cp ....... T123B >�A�t)H 8A 1392 44 L4 40 1'10. 12 LOT 1\'\� El CXIS271VO 2.45 �llx ui rop Et -5.54' -591 7L �510.66Z 11*15�MKIVOWNYY!0 ..HUZL�1EXISTI- x 13.562 s2 S Ikk li CCOL�0�4YI�l EL.'x=1J.82- 45 IINU CURS E7 --vAB --- 'j- 1 c ld 41 4' 7AL WALL �'k 10. 72 9.81 N. ILI 11 X14.89 X13,87 tls. V. 4K-2.57 4.81 INJ2 Mij 164.86 \�� \7.11 V72 '16Y k 715 7.6 9 16 911VA6,E Hut -2 14.16 57 E. INV, 71, 17 FULL OF -,MP l5q- I OP OF ORA 7E Ft =6.29' LE 743% W INV. EZ-0.81'� 216' 92 L �14.22 14.1 imp _n_- - AVE BENCHMARK On "-,-!L 45' 19 t -0, 07 'V- N11 V= ,365 a�--r2 S INV > 4.0 !�� T `-•_; D DPA11V E- STATE ROAD DEPT EUNE --7.'8�� 7,52 N,41,.v 4.38 lAy 70L- L, PANEL V138 8E . INK ELE J 73 ,4.53 13.9.2 E ROAD 1441 DEPT, OF 00 P.O.C.U 71114 PER CIE ED, 1 1/2�- IRON PIPE 14.05 0 R I G#H T"OF, WAY I OD x14.24 14,22 ,3 92 SECT] 1 OADn j CQN 60," ON PIPE -NA 1-17 ,NV, w 5 fA 00 U. 92 ED. IRON PIPE 1 1/2 v C6i,C. stopYALK 14.26 JA Rf 11 1 1 - - -'s In All EXIS771VG C 93 Z� 1, Z 4, ORAINACE MANHOLE Nu APPARENT CONNECTION -Ju WE OP a,= 7. I �- � 74.23 14.09 7 C 10.11 JA\ N83 N. INV EL- .9• 0 BETWEEN DRAINAGE SYSTEMS 6e, 70P eL. 75.21' x i.24 601 C- 71� FA R 756 CON . .. V -t F4W STATE AD DEPT BASLE 036+10.411 A r INTERSECTION MAIN SYMVIE STATE OF FLORIDA, ATE ROAD -!�,D 0, ✓14 If Ilk 7 &.20 6 . PER ECTiON W/ STA. 1 7F DEPT. RIGHT OF WAY MAP '1598 1416 r", x /a. 46 WOOD SIGN 8j 0 HA -3 8j -14- 14.91 7 V 110A 14.6 v", CA TCH 181, 14 TF SLABS 1,9.36 EXIS77NG SIN TOP El 5, 1-11V - .1 ? I -t "" L -5.66'x 5B59A �:o rraxx+;5.57 14.75 x 05 5. 87x '4j' r, 4-,7,1• IV. INV EL. "5 7. J2: \ �14 11 �tg 72 62 56,92' NA I NG� ........ r 1:0 16.62 - CTd) INA MANHOLE 15 15. ...... ...... . ................... M57' ....... ...... W. /IVV. U-10.52 29 829,, 0,73 ......... .. 78 colvok Rot. 0 F6. 5/8" IRON ROD58 81 5 . ....... - Or MANME -Z 75 14' rCp EL.'�16. 76 11 INV. EL. 0 23' 1714 17 Ff. E- *7 ....... 8 69 PARK BENCH ... .. ....... x 1186 V- #7 BOLDING. ........ .......... 4 %� - I .." . , , . , , . .,: ..... Coma P 'H ........ F: F. 'EL 16, 01" ' - - - - - .' 1 $1, l ............. COA(ir. AIC 04' 15� 06 PAQ ... 7-1 1-47' 754 42. 15.1 2 ` ` ... ... 79 ............. 11.2,y *0 27 t5.5�111 A� JJx 5. 00011 .......... ......... x f5.77 0010 'X 16.14 41' ONE la 65 -�81 4 00001.0 V,� 43.12 16. 6.43 u 24 9 1 W .... ... 15. A PARK BENCH ,, F eos \ 663 ..... ...... 8-3�1 �11 , 15-54 ............ I ...... ....... . .. .... 2,4,-x,97 1156 �937,1' p .......... ...... - --1Oa- 4 4i 12: -s-. ;�,?Olh- SUBMERGED LAND 00000 0050 00004.0 V) :Z C) C) LLJ F-- -XII.08 V) 40� -$44M >< ... . ..... 14.96/51 x 4,C,' , I z , 5 A-' 1 2?L I " 1-1 � I! \141 JIF- 011 iE,A9 P -4,B -A 0" RA °52530$5$ 5a88' 07\ 12.55 \10" -1144 J 4' 194 9f .,4 10" 06 F . I" IRON PIP 10, OF &75T SURRIa? & '-x '1135, APPROXIMATE LOCATION x1l. jl*� ag8, 0" 0 TOW HEU- CAPIRM FLOW F- 12 1"1 36 ED x 15 93 1', 12 LLJ x 152135 ss �7! 30 -4 �g IRO R xv P.O.S. OF Z\ZV 0, SUBMERGED V\ C� LAND LEASE PER LEGAL V W111- -n WF -6 *DESCRIPTION. d u x 0. 74 PARKIN 229 86' BUILDING V' 10 la" 71 I --;19'0U"'bY 44 G 12- x 12.52 1476,26,36"E L -J (D ked 1Y.".. EL �9.26' ck� In V 4772 14.40 0 1011 7.64SJ4 2140 '< LILJ V) F- X 0 14. 1 X 15.2014.91 \ j 1x'8.85 F- CVNC. WALL x f4.55 7.59 2 LMDSC�W a IR 10 13 L ............. .116111\ \76310 i,:) m Of- -LJ �x1522v ... BULDING ... 0 -A wow sym %-4 C) 70 6.8 8.52 6' V/1 I I .. ... - V) X9.22 �65'r �7 14.6; ...... .06 6 . ...... 44 .72 10" M 64 LL- %\ CONC PARKINO -14.62...... . I . , . \ - 0- �N14,46 0000 EXIST/NG.. 4. loles\�- 0051k A w 0 C:) X14,21 X14.47 ..... . 2 .. ..... ..... .. VAI F, 00010, BUILDING. - , N \\ , 00000 2- EL.� V1, Cl- g�. s\ W-2 ....... 5J7 x 15.17 VD - x ...... � I......... ... I.... 'r 0050 12 ....... ..... 15 ....... ........ k 15 02 00010. 0 �9.04 x14.71 . ................. .... 4.29 ...... 4.51 72„-10 �14.0 N ......... 00000 .62 _7 4' 0050 616? vl�-1 . 11 11 11 . � \1 11 '0\ 00011.0 7.39 IBMEER CERl7RCAll0N\ 7,85 W-1 \1 ,X 7.74 IL TWO 6.82 El JOSEPH W. SCHULKE \ "Ff EL 1868FL REG, NO. 47048 ... -BUILDING . .... Z 1 6l - - - 70" 1011 EIJODAH B. BITTLE FF EL-�9- V_� ED. 5/8- IRON ROD x746 121 FL REG. NO. 57396 As \ x762 FG. 3/8" IRON ROD3 ED. 3/4 IRON PIPE EIWWAM P. STODDARD FL REG. NO. 57605 pD 1,4 O -Z VIL 0 1 2C DATE: J SEE SHEET 27 FOR SOIL BORINGS AND GEOTECHNICAL REPORT \11 PROJECT NO. 07-027 LJ �vm� LL- L Lu W W -J C) > C%4 - 04 Er- W CF) z I D z 04 T - U) w V V) :Z C) C) LLJ F-- -XII.08 V) 40� -$44M >< ... . ..... 14.96/51 x 4,C,' , I z , 5 A-' 1 2?L I " 1-1 � I! \141 JIF- 011 iE,A9 P -4,B -A 0" RA °52530$5$ 5a88' 07\ 12.55 \10" -1144 J 4' 194 9f .,4 10" 06 F . I" IRON PIP 10, OF &75T SURRIa? & '-x '1135, APPROXIMATE LOCATION x1l. jl*� ag8, 0" 0 TOW HEU- CAPIRM FLOW F- 12 1"1 36 ED x 15 93 1', 12 LLJ x 152135 ss �7! 30 -4 �g IRO R xv P.O.S. OF Z\ZV 0, SUBMERGED V\ C� LAND LEASE PER LEGAL V W111- -n WF -6 *DESCRIPTION. d u x 0. 74 PARKIN 229 86' BUILDING V' 10 la" 71 I --;19'0U"'bY 44 G 12- x 12.52 1476,26,36"E L -J (D ked 1Y.".. EL �9.26' ck� In V 4772 14.40 0 1011 7.64SJ4 2140 '< LILJ V) F- X 0 14. 1 X 15.2014.91 \ j 1x'8.85 F- CVNC. WALL x f4.55 7.59 2 LMDSC�W a IR 10 13 L ............. .116111\ \76310 i,:) m Of- -LJ �x1522v ... BULDING ... 0 -A wow sym %-4 C) 70 6.8 8.52 6' V/1 I I .. ... - V) X9.22 �65'r �7 14.6; ...... .06 6 . ...... 44 .72 10" M 64 LL- %\ CONC PARKINO -14.62...... . I . , . \ - 0- �N14,46 0000 EXIST/NG.. 4. loles\�- 0051k A w 0 C:) X14,21 X14.47 ..... . 2 .. ..... ..... .. VAI F, 00010, BUILDING. - , N \\ , 00000 2- EL.� V1, Cl- g�. s\ W-2 ....... 5J7 x 15.17 VD - x ...... � I......... ... I.... 'r 0050 12 ....... ..... 15 ....... ........ k 15 02 00010. 0 �9.04 x14.71 . ................. .... 4.29 ...... 4.51 72„-10 �14.0 N ......... 00000 .62 _7 4' 0050 616? vl�-1 . 11 11 11 . � \1 11 '0\ 00011.0 7.39 IBMEER CERl7RCAll0N\ 7,85 W-1 \1 ,X 7.74 IL TWO 6.82 El JOSEPH W. SCHULKE \ "Ff EL 1868FL REG, NO. 47048 ... -BUILDING . .... Z 1 6l - - - 70" 1011 EIJODAH B. BITTLE FF EL-�9- V_� ED. 5/8- IRON ROD x746 121 FL REG. NO. 57396 As \ x762 FG. 3/8" IRON ROD3 ED. 3/4 IRON PIPE EIWWAM P. STODDARD FL REG. NO. 57605 pD 1,4 O -Z VIL 0 1 2C DATE: J SEE SHEET 27 FOR SOIL BORINGS AND GEOTECHNICAL REPORT \11 PROJECT NO. 07-027 NOTES: 1. SEE UTILITY PLAN FOR PROPOSED UTILITY RELOCATES AND/OR ABANDONMENT 2. SEE LIGHTING PLAN/ELECTRICAL PLAN FOR ELECTRICAL RELOCATES AND/OR ABANDONMENT 3. COORDINATE WITH FPL FOR POWER POLE REMOVAL AND RELOCATIONS 4. SEE DRAINAGE PLAN FOR DRAINAGE CONSTRUCTION 5. MUST ADHERE TO STORMWATER POLLUTION PREVENTION PLAN DURING CLEARING/DEMO WORK. A SILT FENCE ALONG PERIMETER SHALL BE INSTALLED PRIOR TO ANY WORK. 6. SEE LANDSCAPE PLAN - COORDINATE PLACEMENT OF RELOCATED TREES WITH PLAN AND COORDINATE WITH ENGINEER. 7. REMOVAL/DEMOLITION/CLEARING SHALL BE COMPLETED IN PHASES - SEE PHASING PLAN SHEETS 24 & 25 40 Q CL t[) N m 0 0 N h LEGEND EXISTING �Nzm TO BE REMOVED T/CONCRETE EXISTING RETENTION AREA TO BE FILLED EXISTING OAK TREE EXISTING PALM TREE EXISTING OAK TREE EXISTING PALM TREE TO BE REMOVED OR TO BE REMOVED OR RELOCATED* RELOCATED* ®EXISTING OAK TREE @EXISTING PALM TREE TO REMAIN .0 REMAIN *NOTE: THE LANDSCAPE ARCHITECT HAS ANTICIPATED THE RELOCATION OF AT LEAST 21 PALMS COORDINATE THE SELECTION OF AND PLACEMENT OF TREES WITH LANDSCAPE PLANS, LANDSCAPE ARCHITECT, ENGINEER, & CITY OF SEBASTIAN. \ 42 SLOT 15 11 \ x754 s'>" O x 35 \ �> ON/ �00 L0r 14 / LOT 13 743756 LOT IJ '\ \ �t728 \ \ %749 / S- W w, k�Tzs.D\ 4 7 7 / o o 0 702 \ 3 Nm N 2 � LOT 12 � LOT 14 N7 745 7.•7.60 / 24 LOT 11 mo / LOT 15 / /i5�758 66 �^ s` �Z o.70 Y 63 \S g\� . \ c14 „ / x727 � \\ \ \ \ wF 17 LOT 10 x73 \ / / LOT 16 / "'� TO. 1" IRON PIPE\ \ \\ \ $0022SOOW 3 94' x746 7758 16 LOT 9 LOT 17 a59 \13 \\7a.6.76 211 �1i4' 32 i 0.sz \ `3A4 77. \ 1 6 6.56 4.85 LOT C� \ ' 664 \ :..LO 19 \\ 7203LOT 7 \' \ -XISTINO�:..... \5 / BUILDJhlG.... / 94 7s \ ' A \ k / F.F. EL 135?'' % LOT \ 1304 \ ... x78 . \ 17711411 {Z LOT 6 € x. \. �S29SBY9'Lr5? o Ir, \ 2.57'G32 g 2 x777 7.15' .39 56 kg. 5 LOT 5 2�f 1 LOT 21 s3 / 3 ? 600,5_ .t7 61 .5 6 3.39 37 SOJ75'41'W fear 72 x720 852 7 8 '787 _ x ?.4 F \ x1292 \ x112d" \ \N ,3P. v370 "5 .48 C' e4' 7127 O 40�_� '''` \ x 1323 3.12 V o. N 0 4.67 7s \� r Z `\\. x1276 - 127, 'LOT 2 \ \ �'xt3.64 • :6 x O" 6.54 �\ POSSYB OW. x134 / WELL<.CONfTRM D� 0:10.14 x 1327/\ \ . iq I x12sr i ;. \. \ x13 r� . ALUGjABANDON' PER 10.35 x1265 3. \ '' 'x13 7 ` •DEPARTMEh?,OFLvil-�1{3ifo • 1- ��+ �; (7228; x 125252 \ (? 'SAINT JOHNS RIVERfo. r2 , \ x \r2T� \ v / <7 Jo0 X5)18' AVMPNOIJSE CON: x18.11 \ o 1275 l� x 1139 Til BE REM BLOCK W1ORIGA77LW & / 8.73 \ x• \ BL6 FLOW WE71•/ 4 741 \\ \\\ %197 ' \\_ x.73 LOT 24` / T3 \ \ x/, r RJ B� REA/O "F"•C Rs N LO \ .x moi. m\\ QCONC P,OL' E ` ' y N� 706 �g.25 x N 1�jzy /ST. fLOW m, BE , . \ \ • 1011 L�.J /�.. - x .\9.42 x7356 \ \ `\i J 2.1362 13250�NC2.5PAD X11.78, ®• '\ 8.66 W a x �\\ - R 1x.29• .12.56, x 12<57 •. I i;k aa.,- r 0, 1335 x1J 59 A Q@1(1300 \\ � �_ � \ (.ap vu(i'S,) x15573.5/1 , Na�IU O \\\'(j\ x139Cf 12205 \ rn TO E REMO \ O \\, �n - . EX. A,TClj BASIN • � 9.36 TOP EL:=935 \ _ Wt FULL F SAND 1g\\ O \\ i, • x23 .4 x11.94, 1.7. .73.80 i g <. ,, \\332 = x 0330 J as.oi s.1Bx TO BE R 7 13 REMOVE S7RUG7URES i§ 11.47x 82 LF 1 IV �" x1389 \\ x14.04' D01D 74.2 0 0 0 0 1. 0 \, •T0, BE REMOVED / 14.76 ,..1305, < \ �8s ' CONCREI£ HJINDICAPPED 14 "ti \\ \ \ \ PARKING SPACE` Y° . �'s.eo YF x6.47 ', 5 X113 p 103¢ z \110lull Elk 396 p3fir%''•i'7 /zse'H RDEE OAK.44--`;1440 V�\ TREE PRESERIzA as 10.12 P -'�9'7%H BAS! - x EXIS77NG\��A4./.svKNowN xssi , �- PLAN, _ SYfEE'T 18x ro.6 \ p B(IJLD/NG D E ° W i4.4s C 2" Gt CONTA'ACrOR SHALL TArKE F.fi EL: 13.82 A 21' m LAB 1J58 X to 1316ALL R OUfRED ME45U Tt7 \ \ - \j. Irl, < - a 1 14.35 36.45 1310 1072 1c.9.83 - :', 74.98 4 rAL WALL PROTECT -THIS' 7R �. B. \ c - 5 t - - \FTC 14�.5 x7412' x14.89 x13.87, \\ ,.. .Ut1<14.9�i' 1 O .-a .. # �IJ4.86' ��- N8,�'30:16"E, . 410. 6 1,14. 16 .00 MI --�kr sORPJ \ 74.22 J39f x 14. r2 'J/ \ STATE ROAD DEPT - \ «t 1373 14.20 / 13 s2 P.O.C. OF CURVE: S :4 �3 1402 138 J.9 PER STATE OF FLORI S '" 14.41 ,` DEPT. RIGHT OF WAY x14.24 4.22 4 -' FD. 1 1/2" IRON PIPE 14.4 !74'05 ' e t i3 2 SECTION # 8801-11 ./sir s _ - y-- - - 13.77--x---x 14.02 � 14.05 13. 92 ED. 1 1/2" IRON PIPE - 14.00 ' / ^"-- 89- ,- Co.,r SIDE"✓ALK - x y �V R r'•F zµ ?s;;vi._.«�,'n.,� -'' ""'\ 1. 6 14.23 14. 09 NU APPARENT CONNECTION DRAINAGE MANHOLE \ ! L ..•�- 14- 2._-- -'""�'"�' BETWEEN ORAJNAGE SYSTEMS P 14. TOP EL =1521 ._.- (PA LIED DIER) 1524 x 15 08""` .sn,.. .._..... -�'""" f CONC• r1DE-HACK y %% X O "%`'"-' D 8 STATE ROAD DEPT BASE ' - TO N O s Q GRAPHIC SCALE J 40 0 20 40 80 180 I I o 0 � Q \ m :- o ( IN FEET } 4- 1 inch = 40 ft. z W p = �-WwQ�pm3o:W 221x +',\� Q=aLJpa Zp~p= a� 143x=TW Waw-U'WKd `Fa33w0��w�do, \ EXIS77NG SEAWALL SHE£TPILE W% WOOD CAPI x / \ \� 070`' N \ 'SIF 1520'"C \ ® Z Q j 1715 0sr �� u_ Q 7. 00 32727'517 JA85' 233 .0 I ) -.- GAN & ECKLAND" p V C 4298 O Q "� EAST LOT 2 \ y \, '/�q9 Lll O W ,_j SOUTH 704x ? >' $• `,rl � i3. Q m ^'i 573300 4.os S. # f''�cz C 0 W W zc+ a r. FLOW mu A518 � . o_ � PLUMBED i0 Rsw 563 ,� ' +a 07 y� CLEWAA9 STAMV a CD ED. IRC sbr 70 REMAIN 05 % N 0) "CARTER"�o \ 34725241 59.27' // Q 04 5.38 WEST' z "'�06 •fi x/ 23 A?Y 6 SS279Y8'E 3f i3. i 7, UJ qp \ 3 245 UTFALL 30" RCP 0L%1��?\ J TO !9t l� x INV. EL.= -0.40 v N ' coNc.REMOVE EXIS771VG FLAGPOLE AND LIGHT \ z seg` 4.e3 RE -HIRE CIRCUIT FROM �W O 0 5D z v 4.87 PANEL TO DOCK LIGHTS E_ •758 ^.i Y' l' R,;. \072 XX BEN YMARK W - r0 .=6.29'•011 7221 RJP OF GRATE EL=6.29' J (,� > E INV. EL. =0.71' .43 LLJ W IN . -0. V. EL81'/ .,acs \ U N y�((}}- � 5.4s V � 1� J•„:._ 4.58 �9 0' 00K Z O �/. •t 8 i9C ,\�0x2� 3 \ foo,-,� Q 4933yR? v3. _ N 0.90 �.r5.58 F r-' "21''J9�' ' r 4& L 21' �j PER STATE OF FLORIDA. 18. r9 .. I ":"• .__' 1 v ' _ 1 r ` DEPT. RIGHT OF WAY MAP 1 8 0f 1p4 598 - _ 10.46 -�.-'' �'��""' D _' - - ,FF�S''2 � x W000 SIGN � SUBMERGED LAND x524 o Orn b \ 00000 491 ;. ', fif N e TO SE REMOVED 774- m . "_.�,,:_ j.V`It x•64 W CONCRE7E SLABS ::9.36 EXJSDNG GATCH BASIN •y' �� \\`, "" { 3.`z o D 5 0 1811 Ni ., icF;$ .., - f .84 W jj 51 TOP EL =5 'eC} - 00004. 0 x .. 87x CONC� / t. �p� \ s 15 4. _ x r .05 4.Rg J u EL1:113' -' 71 C. 0 5 = ° ; ssr _� x4.74 �NA'.K TO 1�'EAlOVED732\ :; ,i 5892 _1 ~d' ice 155 - - T57� _..-n•, 3;c:1� �"GolutvVE _.._ ---413. .. 's .2B -�" NC, ylU- .. ..�- 15..0. • ' .. ::) •F•' 9.24 05 16.62 x15.40.2:-Aqv� SJ1�f'J'O 78.43 x \f, y-5� .. - - DRAJNAG£ MANHOLE ' \&' ,'! •P7.9B \ s 76.55 ... Vie': .l0 TOP EL.=16.01' a; 7 N 98 , _ ---- --' ..� .. .. - .:. N INV EL. -1023' c3: E. wv EL=1D 57 , ' CHAMBER. Cif. 17.94 ... ... /�/� ... _ 9.29 ....:. - W INV. EL. -1052, _ fa'� �' 6 8.29 - ,© �. � .~i ".:i➢X � I1.� r ... .. 17.1.! 52 1250 8.81 �� x .0 T. lE BENCHMARK 15 Q 2. x fl. N 5 1„ i 8.83 O F. OF AIANHGILE EL -1s F.F. E 75" 14 G 8.69 x•75 FD. 5/8" IRON ROD ` `\\ i EXIS77NG + ..- p(\ TORBE REdHlOVED _\ �- V ' 1504 4 �` BUILDING.' \ }�1x 11.86 "Y , W F: F EL: =1601' \ CONC, A/C OHC. PA ,. 34 f " 08 53377$7 E W 06 / - 71 Oa, \.' \ _ `f x75 YF�\7.7ss� i�:'` �\ .iQ .. .... .. ... 42' 1575 \ ?l` .S-' 547 PAo.. �+ 5 ,G _ J .. �n 1527, .27 A 7557x3 \ x of 0 0 0 f J x8.93 /. v y 0 .. ... 152 / k1577 522 ,^\\ 41' .. .. 03 .J .. .. ... .] ./4 0 0 .� ' .... ... 83.12 n 88 943 xi u ODD �. ® lx .. .. ... .. ...57 4 r �• • B b .. .. .. .. .. - - 8'j 0 s �� , x15 b i PARK 8£NCH � 6 9� .z � r �y�'\� rv^ "136 C •. 8.0 �^ „ ® ' IJ.J _ g ' 4 �, 6.63 r `� L - ,xi 554 : `. - \ TO BE REMOVED 0:� 6:. g.37,g /' p x7 57 . .57 GZ' 1.1 _ 1, 14,90534 $ A866 ��,�f/ 3w �'s. F on ,to„r 934 .' ....... FENCE FOR" 08 < 9I f/ p PRONTO£ TEMPORARY S(kT F ..... 14.98151 15,\��, CHAMBER DUR/NG CONSIRUCT70N `< R w •r \ e � � �•s tq 2a 44 - 1240 U i\ V.{, � �,?� x\8.rs � 741 �Co.sB IE US\•R� �� - x14.44 ``/ friss. 3 �' �g .071 \ \ j .X4 \v/ , W -'l �•P .. (I�. { � '<, V ..." _ _-- ..-" 6. xr54v-�0.4.7559 91 N.94 APPR07MATE LOCATION UNCOVER EX/STING aQW3ffE�L:& 89 F . 1" IRON PIP 759 5.39 x 15.76 OF EMSr. BURRED 5' \ o X 1 CAPPED nOW WELL 1211 ' PLUG Ok fWVOF1/SR i5 555 `� ' ' - .,r-"./ "� . "'� y' 0xY ' g1T•a '\\ \ W U /�'�\,�6' 'St 03 ,' , ,,.x'11.63 ` . < \ x 9 - � \ j Z B w - �. x1593 76. \l",3. / a �.,. N_ ,.'Y., " .3 FD 1" IRON ODF' �,�'-" P.O.B. OF SUBMERGED -� N': J- LAND LEASE PER LEGAL O G 1567 W 2" _x. / x12.52 FXIS7TNG+ VtF-6 DESCRIPTION. EtE RARKIN , �� m _ !ground uo,,,- 229 86 x o.7�4 BUILDING � x\ x 44 0 LLJ OONGR �� zg„ �' - pPmOrked by J283 \ �-•Sf43f9$2 1\\ 7 4772 / (O6 /�'/ xt4.4o 23 \ L WF_5_S'S53TJ7i 7.19' \ z _ / \ WF -4 Q 4.71 x x 14.6 \S3fi' 2240 W �/ / F- \\ O ED. - - - x1A55 .. > • ix'B.BSC C. WALL76.. �•�j J \`\ x 1520 q .66 .. / �L -E Xf57%NG . U" O O Q /�// .. xl �` x98 15l.9�J0 Pf° 8.48 0 \ \ 1 1 _3 d N m ice_ x1562 q BUILDING'. ' X78 \�i.s3 ,� a W .. .. .. .. .7Lij 0 ... x9.22 8 8..N ,\ 7.44\ OON 5.36 m v' x x 1522 +4.Ja s5 " 772 m vm a � XPARR ,p \7.64 CA � m l0 Li .... .. ... .. ... .05' \ ``\ S70P (>YP.)rNC �' Ng' 13.23 \ o \ \ w a L J ! �[ 14 62 ``\. 6 46 5S�\8 r 6 v zc�\ * 00000 EXISTING \ i \` 4.074. 7�� 7\\- �\ \ \ '� 1# 0 0 005 0 O $UILD.. . 4 47 1 a. ' .. R�� 00010. w \ '� .. .... .. .. ... ... 1480 � . ...... F.F..' EL.=14.02'' �\ \ 0 0 0 0 0 \� aN ��\\\C� P' \ \ o\ m WF -2 x14.2 2 517 .. .. .. .. ., 7O $ i - ''\53 0050 \\ Is�'�sT ��:\\ 10 \7(7;x x14.7 �.02x •'--7 .. U., ...... .. ... .. .. ..... 4.o44.2s 4 .. .. .53 DGDDO \- 2 24' 0050� 00011.0 4\ 785 � 15. 28 0� 739 \ .. ... .. 's. 77 .. .. ... \ X5.15' ... _� � � � \ \ \\ ENGINEER CERAFlCAAON 6 2 \� 257 70„ BUILDING "' x 6. O JOSEPH W. SCHULKE �'XfS77NG I 1; � „� \ BUKD/NG 3A 81 \ \ \ \ FL REG. NO. 47048 F,F..EL:=9.96. X72 OJODAH B. BITTLE \ , 5 FL REG. NO. 57396 26'18 TO. 5/8"•IRON ROD 1� \ x746 .: 14 `` MWAM P. STODDARD k3 x.7,s2 Fl?. 3/8" IRON ROD FD. 3/4 IRON PIPE � 0 36' \ 733 \ \ FL. REG. NO. 57605 o \ \ w o / \ \ \ DATE C3I ,. SHEET 77 \ \ \ \ PROJECT NO. \ \ 07-027 _. a t7 GRAPHIC SCALE \� Bu7LDiNG \ IND PROPOSth CHANGE OF USE I \ / F.F EL.=1357 /. LOT 20 �Mr- 4 40 0 20 'o so iso 1' \ L o r s� N EXISTING BOUDRET SINGLE FAMILY DOCK Zo\ &Vw,19T 5?, y� °'" ACOE N0. SAd-24 �.. FDNR NO 31-164839-4 ( IN FEET) \ 56 �� 5k5' / / \ \' �`or s SAJ-1989-30392 3' 1 inch = 40 ft. 2�� e ��$ T i : 3•�_�r,; PROPOSED CHANGE OF USE: / (2) NO TRAILER PARKING FROM: SINGLE FAMILY DOCK 7s SIGN(S) PER DETAIL, SHEEP 12 TO: PUBLIC FISHING/OBSERVATION PIER W/ SSL AUTHORIZA11ON A \ 5'fr*Y raar / -17 STRIPING KEY: g,.,e' ,Q\ \ 1 312 \ / z SI N76� L IXISTIN6 SEAWALL A 6" SOLID WHITE i SHEETPILEW/WOOD12 CAP) 12 GENERAL NOTES B = 8 SOLID WHITES \\ \ _`, Vic' p�pF •"'v C = 12" SOLID WHITE \ \ F OCK P KING AR 1. PROPOSED INDIAN RIVER COUNTY PUBLIC WATER. \ NO 2. PROPOSED INDIAN RIVER COUNTY PUBLIC SEWER. D = 18" SOLID WHITE \ \ \ N F 3. GARBAGE SHALL BE HANDLED WITH CONTAINERS AS DEPICTED ON SITE PLAN. \ < \\ �\ LAC PAdNT'' E E = 24 SOLID WHITE \\ = ;. z 14 � > > s , ( 1 r. 4. PROJECT LIES WITHIN ZONES X , AE 7', AE 8', VE 9 PER FEMA FIRM MAP F - 6" SKIP WHITE TYP(10'-30') \\ \ \ �\ \; C �\ ' :.LOr. NO. 12061 C0077 G, DATED 5/4/89 \ , P {tYP) �� ; \ 5. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN STANDARDS G = 6 SKIP WHITE TYP (6 -10 \ \\ �- �\ o �, r� `, -� u » > ) \ \ w" ' \\ \ / I ONGREII � s , A / ° L r SM Wry 1820' AND SPECIFICATIONS. H = 6 SKIP WHITE TYP (2 -4) \ N \� G' \ HANDIP„ e B DONE PER I.R.C. UTILITY = twNw, 13 WE (TYP,) \ �, 6. ALL UTILITY CONSTRUCTION ON SITE TO E I 6 SOLID YELLOW i\ •, , 2 Ni}. L PARKIN , ' PROPOSED MONOFILAMENT BOX STANDARDS AND SPECIFICATIONS. _ \ _ �� I "�)' „ \ �< " » J 18 SOLID YELLOW \� o \ q,: v sIGN{s) tP DETAII PROVIDED BY 'KEEP INDIAN RIVER BEAUtiFUL 7. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE \ \ = cry 7,<. \\\ \ ( } SI"' K = 6 DOUBLE YELLOW \ \\ - -\ s 10 . ° TO BE INSTALLED BY THE CITY OF SIEBASIIAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. „ o \\ S7T2i5f'E J9 a5' L = 6 SKIP YELLOW TYP(10'-30')\\ \\ >' �:.., ' 1a �`"� . {) s TRAILER- A \ k 8. THE EXISTING SPEED LIMIT FOR MAIN STREET IS 35 M.P.H. \\ \ rs $..•: 2., ° ',r,•':`' ��,. , WEMNO;Y THE EXISTING SPEED LIMIT FOR INDIAN RIVER DRIVE IS 35 M.P.H. = SIP YELLOW TYP(6'-10 z6,- D »ARK1.,. �{ 8 .,1.- 1V, SIGN{S) ER DO SHE ' M 6 SKIP > > ) \\ \ e� �o \� \ � gARKaNi� •' $e3A ° \ �� UNE 9. THIS PROJECT WILL BE COMPLETED BY 6/2009 - \\ - . ~• q / N - 6 SKIP YELLOW TYP /2 -4 \ 0 \ %t... ,., .. o� _ :.:.. - • T iRAi PARKING 62 ` 10. ALL PROPOSED TRAFFIC CONTROL DEVICES SHOWN ON SITE TO BE PER THE \\i C� ; ,. 4U0 _ P RPM MONO_ DIRECTIONAL WHITE/CLEAR 'MANUAL ON ON UNiFORM TRAFFIC CONTROL DEVICES'. oo" \ \ \ - :..;-•':'�F5' '�t�3 4g J�3XEtSTtRS OAK TOd _ /a y ROPE RAIL/FENCE 0 -RPM BI-DIRECTIONAAMBER/AMBER a PROPOSED 'NO MOORING' SIGN(S) SEE DETAIL, SHEET 9 R a 3 11. ALL OUTDOOR LIGHTS SHALL BE SHIELDED TO DIRECT LIGHT AND GLARE ONLY .':".; �.y 56 \ Lp i , F'079'I3'W ONTO THE PARKING AREAS AND STREETS. LIGHT AND GLARE SHALL BE DEFLECTED, SHADED, R = FDP WHITE \ r':; �` rn 20 A 1054' '' `�. .' AND FOCUSED AWAY FROM ALL ADJOINING PROPERTY AND THE INDIAN RIVER LAGOON. _ _ , a o 0 o a 4, 1 13 S -FDP YELLOW \\ �\ �. ��N \ 0 010 WAl1 w .: �,,, \j, 0 0 0 0 1. 0 6 2�. \ h� r p� $477524'$ 5A27' T = RPM BI-DIRECTIONAL WHITE RED s52rsYe 1r' PERMITS REQUIRED: \ \ \ 6 \� \ Rt -1 try _,mow fN<� MEAN HIGH 12. P Q , �,k / \ a� \ \ CITY ERITAGE <:L" SIGN `'` o q '� ? . WATER LINE... ` \ INDIAN RIVER 1. C.O.S. PLANNING & ENGINEERING REVIEW \ \REFUR $H IXISTING \,'\\ ° , 0 SW PAVEMENT �� \ � M IAL SEE x $g, <,•�„� �r�\p,6 2. FDEP SEWER �� E PIAN... \= �v _ ING \AT INTERSE >� \ x -,�„K ,: . �: y >,,�_. INTERSECTION IMPROVEMENTS SIGNALIZATION MODIFICATIONSAVE®O1V 3. FDOT GENERAL USE SIDEWALKS, ExIS7TNG.... « \ BY L.D.S. .� ;. .,,. >,�. ?` .�' �3 5 �. � b_. ��.; �;,,:.�<` \ \ BE/!ADIN \ " r 1 4L , >o" \''` / 4 �EXISTING FISHING PIER AND BOAT RAMP 4. FDOT DRAINAGE CONNECTION r : ,. , T^ `� -.:, h,..r • C °,. s `' ' f:F. EL:rf3.8z' o ,• x , P 5. 5� ;,, FDEP NO 31-39-3193M 5. S.J.R.W.M.D. STORMWATER PERMIT (40C-40) \ \ \. r �, x sr fy ,\ r \; pbpK AND SSL AUTHORI "N (5/16�Q7) 6. F.D.E.P. WATER CONNECTION PERMIT \ - .,K , ; ON CURB, , 0 �'°- :;,. op,, c 7. I.R.C. UTILITY PERMIT \ \IN0 PROPOSED CHANGE OF USE 8. F. D.E.P. N.0.1. EPICTE� t 16- RE 6" CE 'XI NG ST iPiNG ASD '- \J �" \ J17E BENCHMARK \ R _PLA STTPING < F ,�. , . OVERLAID ; , �� ,4 � < � � � �.:: mP of cRA7E EL 6.29 13. RUN-OFF FROM ROOFS OF ALL STRUCTURES TO BE DIRECTED TO STORM DRAIN VIA ' TO BE MILLED/ 5' EXVS3VNG PA`1EMENT E \ \ a i 5. \ V� �' \ Q `$IrCT . PIPING OR SLOPING OF PAVEMENT 348. ING , \ \ 'P�a�, 'IN> 26 d ) EC. PA RAILROAD WARN \ \ s EL NEL RAILROAD WARNING(W10-1)\R C v 14. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM ?c, SIGN 1,,.. , \. PAVEMENT PARKING PER j� r f, ; GTQR < . 5 opp.. S BENCHMARK U.S.G.&G. MONUMENT F-200; EL. 19.70 _ R4-7 KEEP FDOT INDEX N0. 17346 <" rn ON SITE BENCHMARK AS SHOWN, - RICHT srGN ,, ?� �. ,�.� � _ - � \><3�, �,.• - - EENTERUNE t) SITE SHALL BE PLUGGED ,a E,.... Q 15. ANY ABANDONED FLOW WELLS FOUND ON N 6 N RIGHT) SAY n PURSUANT TO D.O.H.EGULATIONS..-..3 `�... . r U T .O.H. AND S.J.R „ _.. �� • 1. � f C # -. E , - - STRIPE ON 18 , . _ - 9. , -• ., i S15`.Arf9� 16. ALL CROSS WALKS SHALL HAVE TRUNCATED .. t N r �'.. �. W . ! URB DOME WARNING SURFACE SYMBOL ON THE t ,,.,..• .. ,t t0 = ;,.... :, _., r,_-, ,:.. •. . \: � . EXISTING COVERED B SIDEWALK ADJACENT TO THE PAVED DRIVEWAY r, - N ' .; .. .. -. ', PICNIC TABLES r ,, w_ ,, , ... .....- -... _-- - ,.. ''`CU .. a < . , , ... .. . , , .,. SUBMERSED LAND :. i . PER FDOT INDEX N0. 304. .,•. _,.., _,,..._...<..,,. ,_ _ . _...._... _ <. �,_ _ ., ._.. ,. ,.. _ r_. -s _ _._,... ,.,.,._</1 -`�%1 . ,,...� � -, �\�"'.. H�.."� z. .. _ _ .. _..CD�<r., ��'�it.� ., .� \ _ ., _ ..., \ NOTE: SEE SCALED UP DRAWING �� ` �M ` .: \ "a Gla" "'°"" E- r20 SCALE FOR MAIN STREET , N Q 36- f , ti ;� \r f `� a' o" \ _ - - a W w \ ) \ p 3 � ' N 'r \ j ` -7 558'19 '� 227i / - �" �s �'. -i IMPROVEMENTS - SEE SHEET 20V 'iTt - \\ 0 28 38"E \ 10' / vo" W O t OF -6 �\ \ N TURF B BARKING AREA 86' MAINTAIN EXISTINGRU \ 10" W tZ \\ PHASE 1 c,�"r \� ' 229 o F.F.,E9.36'� `-st43F�21� 11.70' rillNOTE: VEMENT MARKt VEGETATION ADJAC o" ro" CONST TEM DRIVEWAY ON TUR BE �/� TO MOTEL �z2� . \ °' wr-5 s55�7cs7� z1s' \ Z �\ CURB CUT T INDIX \\` WITH BLACK PAINT CON ASPHALT NEWAY. (MIN.. i / \ 0 /- 14.71' \\ • 515 -SEE SHEET 9 12.5 D V C ) Coo ., INEYWAY \\ \ to s34WV4T 2240' \ W F-- - PHASE 3: \\� WALL \ ` rv-) > Z \\\ [��/�,[ ` ,3.65 n LOCAII WITH PRO �4M�QER ,Q REMOVE CURB- EXISTING ANDSCAPED � °" Z W �\ RECONSTRUCT St\` BuiLDr�rc / �""° \ AN ARD t { wF s \ pp _ F.. F. EL.=.15,57'. \ o� ACN10, LLj �\ z $( ) \ \ \ \ Q -� 7D" c' ..... .' CONC. PARKING �c ma a. RYA 3. o ®� \N\ 00000 \ ' \� . SUIL73ING , y \\ R \ \ \ o \ Z c\ 00010-0 ao° eo . o \ z !Z F'..F.. EL.=14.Oz t �\ \ ;<. 00000 �� \ \ u> 0050 \\\ oz A00010.0 OoOff O ,524' 0050 15 \ bwF 7ENGINEER CERTIRCATIO)N` r ,5. FXI.S77NG..... \ tea. ta" 2 'BUILDING JOSEPH W SCHULKE �XISTlNG 341"�'� \ \ \ � ^ ro [1 FL REG. N0. 47048 BUILDING •.. \ \ \ \ F.F EL . -9.96.. \ \ \ o f0 \ ❑JODAH B. BITTLE FL REG. NO. 57396 \ \ ❑WIWAM P. STODDARD \ sb b3 \ \ \ \ FL REG. NO. 57605 �All �I ; DATE: J U, ! . 0 1 2001 SHEET \ \ _ � ..� rue. Bk '3 \ '•��c�', c� �.. ..$''� -. PROJECT NO. 07-027 o O Q 00 � tf 9 0 C-) 0 S � a � m = � o o � 0 0 ok J W � a � o 0 I o SII o 0 � W aC Cz.9 W � U a� Z�'-�YV ul '-WwQ<-'om3�W DW ' < w,Zwo¢<Qar3 Zo=¢a0rw��z�w�g ��_ ?ocrz VI>- woSzww �c�w aaN3w>>a ?,. �0 ' O i L MCD vJ 0 . a ® ^C � � W �, O �, j o w� Q 00 �.so S 00r W00 QJ ® o W o mQ 0 z��w Zo> W�Q CF) 06 �QNC� = w0 C�DLL- CV WO~ o LlLL Z d J � LL_ �F-� W n '' 0 > N Z j Qo z; _ CV v NOTE: SEE SCALED UP DRAWING �� ` �M ` .: \ "a Gla" "'°"" E- r20 SCALE FOR MAIN STREET , N Q 36- f , ti ;� \r f `� a' o" \ _ - - a W w \ ) \ p 3 � ' N 'r \ j ` -7 558'19 '� 227i / - �" �s �'. -i IMPROVEMENTS - SEE SHEET 20V 'iTt - \\ 0 28 38"E \ 10' / vo" W O t OF -6 �\ \ N TURF B BARKING AREA 86' MAINTAIN EXISTINGRU \ 10" W tZ \\ PHASE 1 c,�"r \� ' 229 o F.F.,E9.36'� `-st43F�21� 11.70' rillNOTE: VEMENT MARKt VEGETATION ADJAC o" ro" CONST TEM DRIVEWAY ON TUR BE �/� TO MOTEL �z2� . \ °' wr-5 s55�7cs7� z1s' \ Z �\ CURB CUT T INDIX \\` WITH BLACK PAINT CON ASPHALT NEWAY. (MIN.. i / \ 0 /- 14.71' \\ • 515 -SEE SHEET 9 12.5 D V C ) Coo ., INEYWAY \\ \ to s34WV4T 2240' \ W F-- - PHASE 3: \\� WALL \ ` rv-) > Z \\\ [��/�,[ ` ,3.65 n LOCAII WITH PRO �4M�QER ,Q REMOVE CURB- EXISTING ANDSCAPED � °" Z W �\ RECONSTRUCT St\` BuiLDr�rc / �""° \ AN ARD t { wF s \ pp _ F.. F. EL.=.15,57'. \ o� ACN10, LLj �\ z $( ) \ \ \ \ Q -� 7D" c' ..... .' CONC. PARKING �c ma a. RYA 3. o ®� \N\ 00000 \ ' \� . SUIL73ING , y \\ R \ \ \ o \ Z c\ 00010-0 ao° eo . o \ z !Z F'..F.. EL.=14.Oz t �\ \ ;<. 00000 �� \ \ u> 0050 \\\ oz A00010.0 OoOff O ,524' 0050 15 \ bwF 7ENGINEER CERTIRCATIO)N` r ,5. FXI.S77NG..... \ tea. ta" 2 'BUILDING JOSEPH W SCHULKE �XISTlNG 341"�'� \ \ \ � ^ ro [1 FL REG. N0. 47048 BUILDING •.. \ \ \ \ F.F EL . -9.96.. \ \ \ o f0 \ ❑JODAH B. BITTLE FL REG. NO. 57396 \ \ ❑WIWAM P. STODDARD \ sb b3 \ \ \ \ FL REG. NO. 57605 �All �I ; DATE: J U, ! . 0 1 2001 SHEET \ \ _ � ..� rue. Bk '3 \ '•��c�', c� �.. ..$''� -. PROJECT NO. 07-027 40 0 Q 0 m OD O N ti LU LU w ti \ \/ LOT 15 / \ LOT 74 \ \ LOT 73 LOT 14 / / h/ ��\ •� LOT 12 �G \ /LOT15 / / 66 \ (t / LOT 71 m z WF- 17 LOT 10 / LOT 16 / E0. I' IRON PIPE\ \\' / SX22w* M.94, \ STA. 103+16.51 North LOT 77 LOT LINE BETWEEN LOTS 19& 20 ' \ \\\ f6 LOT 9 / / INIERSECiID WITH CENTERLINE Q \ \ sal s a3� �i4' \ `: LOT 8 \ LOT /9c EXIS77NG. LOT 7 GRAPHIC SCALE -- / 8UlLDING. / 0 20 40 80 160 e i / FF is I. /, LOT 20 \ I z :, \\ I\\ P\\t4F14 / \ � l K, o 0 d C N � O C-) iz K CL 63 t 0 o � 0 0 Ww ck:: kc J W a p b 0 N Q 0 W Z D � Z�- Q �-j � W W o = w��waV =oo wwQ�Om3�W vp �W��OQ-JUFW ¢d~3 - �wWQ�xoZZWp zp��Uowpwmt-� V m xzx 3p� V U mor (!J Y _= Z t= -a 33w��wv)ao , ■ E �I 15i 0-)q .J M "0 Q � C W o(D O U- 00.0 LL Q 3f 00 U W 0 W J ® 0 �ZwW Z r�i- g > O Q0N� Z = W O ' 4� ti J Zo�ti woo~ M Z U JLL 00 > CO W cv�N 04 _! Qo Q ZN vi v r� 0 Z `Z Z � J F I— W J � Q oz L LJ O cn Lam, z z LAJ m W r --j V) �t IM — — Q W U w_ C) WO WN n - cl- In Z N W V) F— /F- LLJ C LjLj LL- Q 46 ry H z C U — /ENGINEER CER71FlCA77ON' ❑ JOSEPH W. SCHULKE FL REG. NO. 47046 ©JODAH B. 61TTLE FL. REG. NO. 57396 ❑WWAM P. STODDARD FL. REG. NO. 57605 ., DATE: J U L n Z 2Q'8 SHEET `f- PROJECT NO. 07-027 i L) Q i a 0 N 7t N 00 O 0 N N ,u. r GENERAL NOTES.\/ LOT 15 //\ X754 ,4�2 / \ -_ 1. GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION / xJS \\� Lor 14 ;� �p STANDARD SPECIFICATIONS LATEST EDITION AND THE SUPPLEMENTS THERETO. / \ \ \\ \\� 2 -1 / / .x762 \ \'\ / \£ 2 CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT LEGEND LOT �3 "' 756 LOT J3 �'9� OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. / ' \ �\ � / �'\� / / 'x749 / s `�.Zt'+ A728 \a\ 3. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION. SIDEWALK (WIDTH PER PLAN) / x/2 \ ° 4,'4` / �� \ __- 4. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET LOT 94 / ,,7 \ ;117.45 Lor 12 �� 12:1 RAMP AT SIDEWALK / ,k � IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR. � - 6' LONG (MAX) / \ \ 74 ,60 / O \ 0 .k�.��,..0 4 / -O G' I. _i P 5. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) `\` - STAMPED CONCRETE SURFACE / x� S \ \2 LOT 17 o , \4\ yam: Y Zr y 6 Z 0.70 > ^. mss', - 8" TYPE 2, 3000 PSI / LOT 15 / / �75B 6 .. Is" 4„ / 6. THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND LIMITS OF / 63x727 � � 0� \ WF 17 / �_ - CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED BY TURF BLOCK OR OTHER \ "o- \\ \ \ - THE ENGINEER.SEMI-IMPERVIOUS OFF / \ \�` \ x73 I Lor fo 111" ` ` j STREET PARKING AREA / LOT 16 / \ t. - \ , N O ft h 7. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS DIS -SIMILAR PAVEMENT MATERIALS / / \ �� \\\\\ x76 / / \ RECONSTRUCT 20 LFt REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. �;,ii;m, ;f//l ARE FLISH AT FINISHED GRADE / / \ \ OF 6 SIDEWALK 8. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. (SAME ELEVATION) \ �\ "° ss WF -16 Lor 9 LOT 77 MATCH 7fid69 \ 6''6 9. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A TYPE 'F' CURB / / 4, \ E IST. '\ ?X708 \ 1-1 / 6r9 ` CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. \ / 0.62 MM T H \ 7 rf�" 74 740 � 1 .6.56 GRAPHIC SCALE - TYPE 'D' CURB EXIS' 4rT ;�, 6. :•4.as LO, 8 10. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, / / \ 7.451 ExI �7N, 664 WF 15 / 40 0 20 40 60 DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED = '-'-mm== EXISTING DRAINAGE PIPE �a . . LOT 19 \ 5 7.65±\ \ - / I I , \' BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE OPEN cur NG / \ \ EXISTING ROTARY CLUB MEMORIAL PIER PROPOSED DRAINAGE PIPE 72fbADW 0 INSTALL x783 \ ..5 4O LOT 7 �FDEP 31-125335 WITH SSL AUTHORIZATION (JUNE 23, 2000) JOB SITE AT THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE EXISTING ,,4\ `� 31-125335- 07 (t / BUILDING 0�1TF PIPE IN PHASE 1 \ \ 4.69 PROJECT. -� PROPOSED EXFILTRATION TRENCH LOT 20 14 /`� IND PROPOSED CHAf�GE OF USE ( IN FEET ) I\ '}�' / FF EL =1357 xzsa / 2 1 inch = 40 ft. 4 r Lx, 1304 1, x7.5 < O . 11. THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE -G MITERED END SECTION \°'n . � \ L t � EXISTING BOUDREf SINGLE FAMILY DOCK APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON CURB INLET \ % � 6 \ a -� "83r 26°x \ , \ K 6.47 ACOE NO. SAJ-20 UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ( US DEPARTMENT OF TYPE 'C' INLET \ / JT9 �1 \ \ zm ov��o FDNB NO 31-164839-411. ..;2s7 g \ t4^ \ 468 v+�.: NORTH OUTFALL SAJ-1989-30392 221x TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, 71S 39 / / �/ 73 6, \ ' i "LOT s SEE SECTION A-1 S WARNING DEVICES AND r / L �> ` &PLAN DETAIL -SHEET 5 PROPOSED CHANGE OF USE: MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, W1. r 2 = 4 \ i'\+382 / \ FROM: SINGLE FAMILY DOCK BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE 266 i • TOP / S_1 g �4' x:46 20 5 , ',°° 339 ,,",F 13 / T0: PUBLIC FISHING/OBSERVATION PIER W/ SSL AUTHORIZATION ' PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTANED AND PROTECTED � 05 s•%4 0� 377 43x ,5� rz20 &52 ( x P, 46 17 x \ ,\ x1323 \ x1276 2 , L 22 I / 5 � -�. LOT 4 B7 EX/S71NC SEAWALL AT ALL TIMES. xr2.9 . `\ \ 'J.2 s- \ 75 K, .1 . 8 . a I 37°_ 49 4.06 12. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT \,:y't x1364 �. \ \ \ ,°' 6.54 \ SHEE7P/LE W/ WOOD CAP LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF \ x1349 / 35' 40 LIF 4" g 64 g,2j \ - '-` 6' 8'07 ° _°'Bax UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT x x,291 �� \ x7 2 `xr " 5 I , I 1 � ' \ \ s.00 P o K>: \ x X72. 2 i �/ �\ s.. A oop o0 BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION.\\1228'265 xJ3 \ \, 30 5 °,2 10.20' ( O 104 y` w 13. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN72J" \� 2.e� x -0.7° z 1275 \\ 3.39 '\\ /'. >S1 n 7.47 - tf�(` / \�\ 9 ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTITIVES \ \ \ '�` \ DS 1' U /J �` \ \\ \ x x .. - ,? # 10,10 10. 7 \� 4 , 9F2 -3-21 ^7' 1 97 .l t \\ CAN BE PRESENT. \ x - \ I 1 e* .5. 1255 s 1 E3 if \ 335 \ `.,5, f m\L \ : / \ FAS OF \\ \ / = 1 . . LF 1 CP O\1 �\. �jj (� /� k 1391 ,.'•7.85 , , , 9.94 \ x.a'> 14. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AR \\ \\ � 9.7 / i °5r v-,., CONSTRUCTION NOTES: 29< \ x 1357 / oR, -' OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL OR RIVER BANKS. \\ k,3 DsslBLE WEu - NTRACTOR To U:i i .� / \ \..,,r 1. A SILT FENCE SHALL BE INSTALLED AT THE PROJECTS PERIMETER PRIOR TO \ \%1269 338 :� �, -. \✓ \11" CONFIRM, PLUG ABON � 3. D. k \ , T F ANY EXCAVATION THE CONTRACTOR SHALL COMPLY WITH COMMENCEMENT OF ANY CLEARING OR DEMO WORK. SEE SECTIONS A, B, C, & D "� / 09., - 10. 1,., { .:✓" , \ \ - ' ,.. 376 O.6i i 15. PRIOR TO COMMENCEMENT 0 m \ x133Y 3. .57 ;1,46 ,� x , . �. \ 7.30 , , ;. 21356 x <. .,,, :, , ;: n /� ;i3 7362 \ ,.: � -, . „ ,.. ,, ,, , ( 9.90: 'i:. :', .,+""t ..: ,s.:. ,_ ,' ` RELATIVE TO EMBANKMENT CONSTRUCTION. \ :..+738. -' 14: - = d5 \\ 1 FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPILINES. FOR SPECIFIC LOCATIONSsa x,4.06 �\� \ f 1 r. � \ ez \ xl<.2s 3 r 9�; \\{/ \ \' \\ 7.90 be? ALL UTILITIES TO REMAIN \� x, . rzi : ; \ 4 6.61\ -233 \\ ., ..: 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF A \\ 335x,359 „° °' \ �i \ \ x }��77 " \\\ \ ill- 2 ` 4 LF 15 R �I / 8.4`� q ,.� 175 LF 15 WIDE EXFILTRATION IN PLACE. 300 Vf ONAL t BE USED FOR s' I 14.16 \, / \ 73\ ' \\ . ` - l '`- \\� ' / \ \ TRENCH W/ (2) LENGTHS OF x13 FUTURE IRRIGA SERVICE \ ,23.b� I IDE-'- \.' ' 7 - 1"= 1 - 10.98. ,. �, . \ ` 366 I .. :. " Q q% \ 17. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770) FOR FIELD LOCATIONS 48 \\ \ I c� / ,'74s / 4.°9 2 12 PERF. CAP (364 LF TOTAL} , ( TIO 'TRENCH, v k•: NOTE. SEE SCALED UP DRAWING \ OTHERWISE, PL( E DON BY h� \ `� � HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. \\\ LICENCED WELLCTOR PER W 00 -L -F -i "`PERF ,CAP 1/ ",:,. .. ^ J� � " I 4 IXISTING WELL PLUMBED TO FISH >a.26 20 SCALE FOR MAIN STREET ` \\ I C ; �, - W' x S.J.R. D.O.H. RE ENTS / s' / 9 CLEANING STATION - TO REMNN .. e I :x4 � N r> sx , 18. KNOWN UTILITIES: BELL SOUTH 772 567-2207 \ \ \\i \ 12.9 1 y.3 $ ( ) ,, x 1 / Z IMPROVEMENTS -SEE SHEET 21 \\ \ \ I x /. " / x�\ /� 7a.: .. , 1,32 COMCAST CABLE 772 567-3444 \ \ g /� -* °'' �.c� �j 41 \ \" ( ) - 13, 1380 118 0'� 0 3 12.9 11. tl�* :. 1Di2, :"9.0T !/ \ \�� // 2`3k \ -t 05 .^. \ 5 332 x 1 \` 3 3 y i� ^` ND FLORIDA POWER AND LIGHT (561) 489 6204 \\ \ 1 ,358 4 \ / 3a9 x14.6a 42 D 0 f 0 l- D S-2 ' \\ .73 a 's, ,476 \ 0 0 0 0 t . 0 r .t ....' 73� e .� �'1'�0 � / \ INDIAN RIVER COUNTY UTILITIES (772) 770-5323 l\ \x ` J 5 \ \ 10.4 8O \ 1� B4 U 4 r;> 9. \ x 4 \\ \\ EMOVE STRUCTURE ;. 1 10.2 \ A \ s j 19. DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR \ \ xJ4.76x1454 T 4 � \ 2" 7 x x 4 x745 x \ \/q \ '<< <, /, :.'' INDIAN RIVI \ ... ".: \ 7396 ,O:.r \\ \ 13.1 .,`,::. e\131 �-'.. "...38 -.,� 10.51., ti 6,54 �.. 1 .<x: .rd¢`\ \ K. .... ><. ` \ ...•. .. jq2 .. '._ Ip ` .Q; 14.25 \\ „�s ','.; e 10'. ,':'>,.. 2.45 XJUTFALL 30" RCP 00.. , \ BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. \5.44 \\ 4.46 12.0. B`_ / x�5 \ \ . , / \ , \ .... 4\rJ .9 o \ 'x--_13.3 \ / V EL= -040 j X000, EXISTING:.. A l \ \ 14-39 438 r '� a ,, \_ _ F r5 4T E SHEEP\\." / ...� "� LAGOON 20. TURNOUTS DRIVEWAYS TO BE CONSTRUCTED AS PER FDOT INDEX 515. \ \ BUILDING, \ q, C) �Itc'.`:. r, _ / /, �„_. (DRIVEWAYS) E ENFORC 6 LE AGENT: T TREE 586 # 4.83 EXISTING FISHING PIER AND �AT RAMP \ _ \ \ m - {1�7 B FEEL. 13 e2 \, MATCH p:ar 435 8 3 ," N .,, {j e 8.14 „ R�, \;',.. _ 6 %43: .- 4.ar FDEP NO 31-39-3193M s F ONCRiE(E 21. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED t5.1 < 1498 EXIST• x �' s ;,< 3 ,: o,�.. \ `z, Do AND SSL AUTHORIZATION (5/161 7) \ 14.5 x 74 72 " x.14.89 _ ,t BASE MATERIAL \ � 42, 150 14.21 3 x,;;: e �� 12 LF -1 $Oy: z .. :F �� ,, poo, l 513 111`', 4.18 J`,t,`e / tO.1 0 'DRIB 0 zse..°72 NO PROPOSE CHANGE OF USE \ /1# 557 22. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION _ \ 14.,6,. 11: 3 �' _ S-1 '`x j� TRENCH SHALL BE BACKFILLED 4.22 4. - , ..10 9_ o W111 cA 7z e re eaoa,MARK 4;s . „1 64 ' ; v ,,, 88s iw, EL=2.37' 2 _ c . a ' . EZ =6..29' 0 489`32° OP OF GRA 7F \ AS PER FDOT STANDARD INDEX 102, AND SPECIFICATIONS AND DETAILS WITHIN THESE PLANS. - `' � /NV EL -0.71' < AND BASE/ASPHALT REPLACED \ \ \ 3 6�. . , , 06 s /N -Full of rau 1} D „ 10, ] O' \. 7354-�`", -,'\ �„:c a, / Z . ,. ::��;; TRA! J7Ah'N E 1752, .4..i /NV EL.=0.81'/, PRIOR TO MILLING AND OVERLAY. \ - \ ' �.. ,�.,:{�'[ ».•;,:., � .TOP Ef. 7S&' w \'741x". Q / 23. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED OR \ 39r1412 \ REMOVER LACE EXIST. 3` EL. ANEL 4.53INCLUDE IN COST OF PIPE. :,: (�, 4.38 % 1 ,) a WB80N �_IN ,s3 \\ 13.73 rzv\ 13.82.;.. • Y•:'� ,,:,�.9• 4's`a - :4.58REMOVED UNDER THE EXISTING PAVEMENT THE REPLACMENT OF EMBANKMENT, BASE, ASPHALT, o�� D'4 DRAINAGE W` 201 LF 24 RCP 1 , LIR (lP - \ w ��`` - : ENT TO BE MILLED/ 1,447 \ - g3U,.,>, . / \ iJ� 9< Doc. ETC. NECESSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. Exl PAVEM14, 4:°5 3,92 t.8 `' \ 1 000, 348.5 j�� ,..« r4.° IPE � F, 6,;s. , W \ •'.1^ -� 13.71 14. IP f *III -:\ ��:' t - G Eli �� V// 9rV // , -_ .92 ,- ��- CONCRETE JA K ,,.:..: :�.', .,. ;:, /C/� C. 74.45 .3 ;r ,.. .. ::%, '� ,fUV NE:. �...,; Ax 6. `67 1 5 14.00 ns?.', `NG: GI ,< �'11.fi'1' \- , / <t� 89 /4,00 >.. L"fe 1 / . l9 X 92 � A? a f 4.09 -:. .:. - .2.. , 90 0.96 tn.,. , `' ` + u K : 3V',6 .�- --- ,.: ..� NO AP.. .RENT CONNECDON �.l ,. ,.; ,,.. ` ..��..: � � ,.,. >>` /'.. : . 7,v � � �� > 4.82' , ,, 2: ' .' a75.11 . , , , .. DRAINAGE fidfCNHOLE - B..7N,`£h ORAI,NAGE SYSTEMS , _. < ..,; , . . , . 0 �-•- .> w. 86 OA EL.. -15,1: - <,;. :�. ,,.. \,,.. c _.. .u,:.x. 7536 14. „ �' •,. , ,. ,:: :.1 �481t i 9`{" „ SAW UT AND tt.. u 4 - � . , N,. „ Pn r� a ,9 : •„ NEyJ, P,1 . „L x � �q d X },5. IST {, i`=< :152 °$ ; :.�'., -- ., -:.. \. D` REMOV PA E 1O 7.6#: 7,46• U.. ✓ r L \ M x 9 1. `` i .. _ P 756 s.7j ,,,.: , • PN , F' LIB, , . 8. ,O , < ..: 9 THI LINE „ q 8.90 r= „ „ .,, STS S PS C ti 1 :00 x455a1. 9 F - .n 6.05 " J.:. `c t<&, ,i 5 e ISI. i �P 9.a J+ / W kr.54 t \ \ - t \ RAINAGE, W 98 LF 24 RCP » - _ - _-_ - t5. i s1 �� s ., - ::, z1.r'- ........... .. ............ .. ... .. 76.05':, i575� ... .. .. O , , - /6:6'2 16.40.... _ - s-,, 14.71 .... ^.�.�,.,7,,�'.��;_.._� �, gyp,,, 5 .75 - _15-1-1--..- ... ... ..... ....... ............... ............. - r... .\,;,. 04 ... . .... ..... X 1, :778 \ \ 17 '1 ... ................ .. .. ... 1459 .bM,; "`-- 7,0p FL MANHOLE ..... ..... _. 184 , . `7` . . . . :, .__ = - = 16.5s _ ... ............ . _ rs.,6 �':.�� I I ,, �� : � 24 LF CAP OUTFALL .I 11 � - roR EL.=rs of tt � .� - -- ..... .... ..... '. -'. 75 15.69 ,, , N INV. EL.=10.23, \lo. ...... ' \ .. y5' :_", \ ^ Z STA. 296+03.13 - \ ` ChAM$Ef?..O \ , $ 9.90 7 S 829 7 \ 1 m `' E INV. cL.-7057 s2<� 1294 77.78 .� � .. . .. .. ....... ................ ..... ..: n '% W IN EL=10.52' S?q \�s` - .. .... �, - ^!_ � a x q' ,., 5 SOUTH OUTFALL �./ BEGIN CONSTRUCTION - MILL &OVERLAY EXISTING _ ... \;; S77E8ENQ4NARK 516\^`-, , 7B COMM.f2CE 5° DS -5 ` -1 I 1.3 \ x5:9 SEE SECTION A-4 PAVEMENT .. .:, .I.:.:.. 70POFMANHOLEELar6.o � ,�'' �F. EG:='15 t4 G 14:18 °" ; " 9.85 e1' &PLAN DETAIL -SHEET 7 \ EXIS77NG \\ \\� � 5. ° ` ' ' \ Q et X69 MILL. EXIST. ASPHALT / ;' \ . ` 5 :- p 1.BUILDING . \\ r . \ \\. \\� 23 L F 12 GAP x v. 04 I', \ i6 °87s4 OVERLAY: SP 9.5 FINE 9,90 9 4 \ r, \ F.F._ EL; -1601'.. \ co�D Nc. A i . \r r9 i, \ 7 sac, \ 4 \ Q W _ . \ x /5. M.E. _ _ 1 CD 1� C� ....... .. .. ....... I ... .... ..... .. 1575 <-., .93 1547 .. .... 14: .34 / °. \;o• E \ O _ �"tt, \ v L.5.27 `� 4� 1, s 2 50 - \ x'. fs ��y n ty� '< .'.''. 5.24.27\"a x1577 1522 m.03 tj Q r t� .. ? ,r �yY PROPOSED �. Z 893 . 11 o; e= 0 0 - 814 _ \ x16.,4 36 e6 \ ,v y �� RESTROOM FACILITY \ .. 8B aE .. rs J S,LLcF'x.1943 \\\ L-- O " a ``' ce51 �ml14 , 2 .50 \\ \, ,.,�;{� .6 0, ,, Zc>\ '� P 54 F F EL 8 7 _ x15 4' S"'2 `w..,...... 'll xrs \ 1\11 4 Sia .. 8:37' r�\ \'. .5 GZ `Z x7524 1� SIJ i &5d ,t�, i�, ." .ra\ � 5 Iii. / p \1490 TOP ° r7,,. x 94 �� \ ,.. �2 A\ �� - a A,� �2 c 13 0 1 8 v �x��`7. 8.0 ° / a. 4. e 51 AV 11.75' 121 11 5� 4; 89 0 `,�/ ILL9 12.40' t? e '^ / . -.__-. ---_-__.. - - -_- --- - __- - \�1 �� 2' �� ./ 01 �:, 10" 0.68 } t �10 ° x871. 41 \ \ y° # g / / �/ 3 STRUCTURE TOP \ h'Cp • ''" -`\ \ `' TYPE INVERT MISCELLANEOUS NOTES \\ R�� ! 3s" 7 ;(4 ° °\ t�"O"" " NUMBER OR EOP SA ,J_� L *' \ / p ... - 1 14.44 �+Y U. 36 /i' = / l .ti. t� 0 c KK �, �' - 13 i 8.47 g . RELOCATE ivLBOx \ DS -1 TYPE 'E' INLET 10.50 6.10 N, SE; 8.75 S 3' SUMP BOTTOM EL. 3.1' 1 5 EX 'El6'" �4 N s9' - - - ---. - DHE .13.65 C -Z-) 1539 1 - x,'576 5. a K I'3 Q x X31 .. 3g =:� - 8.98 ,- \ °'0 / -' Y c 34 \ �\;o" p �- I DS -2 TYPE '9' CURB INLET 9.90 6.25 NW, SE, E CONST. TEMPORARY STABILIZED 55 4O 2 \q / - Q (,) p 1'.4 x16.17 7'71 ., -. ,^,�- \ \ \ N DS -3 TYPE '9'_ CURB INLET 9.90 6.35 W DRIVEWAY (SHELLROCK) ACCESS _ \\ x 566 16\ '7 G 1�,2' {6 � %� �� °'I • - - >, x75.93 , n Lij 36 < -A3 �, , ._... i .i \ \ \ JO" L_,_J NW SE 1 EXISTING CHAMBER OF COMMf�E 5 x75.2 \+3 a-z� i� --� ' a4 \ 3;�3 762 -770:. \ / a - �- -� DS 4 DRAINAGE MANHOLE 11.60 6.55 \ PARKING FOR PHASE .. tsc Z: xf o8:, : 15 �.or 2 - - q ' .: "' ° 6.90 NW NE SW 1567 �"'>IlNG _" H \ WF 6 ; / - J V-1 f• \ '0.12" ,7.74 \.781\ �... DS -5 TYPE 9 CURB INLET 9.90 ®\\\ nd �t tels) MAINTAIN EXISTING x1074 BUILDING .. k 0" / ti Q w �/ 2<a.. 1 \ PHASE 1 \\�:, \ d br °t" VEGETATION ADJACENT FF. tet. =s.26 !� 7 \' -9 0' o DS -6 TYPE 9 CURB INLET 9.90 7.00 SW I \\ �`NG \ CONST TEMP�IARY DRIVEWAY. °6 ,�%�'� TO MOTEL �, ^ 83 5f" \ o' WF 5 - �� OF \\\ 49472 7.8 4\LF 15" RC o'''Jo" WF -4 F -- x 4. \\ 4.8 CONST ASPHALT IVEWAY (MIt4.. S'� s Q W Cii • �X gER CURB CUT 1�DOT INDEX DS -7 TYPE 'C' INLET 12.80 10.25 NW s6' - - - `� CY\P� ; yRC :.. \\ 515 -SEED „ L, SHEEP 9 4.9 DS -8 MODIFIED MIAMI INLET 7.25 4.60 NE 44 255 V' 526 66 xJ4.i--� EXISTING12.5 AND 6" COQ ) C00 IV pS_g- MXT !- pM P'e" _ PHASE 3. ''- G -LL \E I T� ^ K t!) �!` I unON 54 , 59 .... ;G NG. t5 .. .... LOCATI WNER - .94 .... .. \ \\ x 55 \ BUPRO CAPPED WELL. C NTRACTOR ON WITH PRO ,e0' B.1Bµ.,,T MAC '' yC\ : , . REMOVE CURB- l}�1592 EXi NG.. % 100D&AP D Boa 2 \ ,°,. °" -< I DS -9 TYPE 9 CURB INLET 7.25 4.10 NW, SW ( 5. <c PR' .... xr9a SAND o,a,- EXI 41�, °'KWF 3 \ 'r_1\\ RECONSTRUCT2SVALK N R �., :x76 263 - .. - .:: .'1 .. ... ..... .. - x0:.'10 S/GN 2II eul[ NG LOCATE, PLUG, & ABANAO PE �\Gn - E CONTROL STRUCTURE - SEE DETAIL, SHEET 11 I CEMPQRARY R„ 1 x x7522 \ FEL: is•5z` \ r9 MATCH 77 6.88 W Z DS 10 TYPE C INLET 6.46 4.25 N .. \ 4.7° \\ SJR/DOH -9 � - .v \ x638°'> 0.73 Q uf0 63% REQUIREMENTS 2 - b ... 7463 x9.2 852 144, \ V J DS -11 TYPE 'C' INLET 8.50 5.75 SEEFf TURN GN 77 1 303 x1 2 865 -` z7 \ 1. 1. .08 56 ` 7.64 6 10" \\\ - -- - --. :`m:.7 'r1.89 ...... ... `\\ ,..F,r„ _ » ,m xZ 4 \ F\ LL Q \ GONG. PARKING \$ CONTRACTOR TO ABANDON SEPTIC SYSTEM \ �` J DS -12 TYPE 'C' INLET 9.75 7.50 NW I; 2„OUPRE) NST. TEMPORARY DRIVEWAY x,252 :. ... :: \`� x14.42 - EMPTY/PUMP TANKS, CRUSH TOPS AN S'°Pf"�' y2\ \ \ O - \� x f 66 \ 10" 4^ \ DS -13 DRAINAGE MANHOLE 10.20 7.50 NW, SE 1 CUT PER FDOT INDEX 515 ExisnNc l 41446 FILL WITH SAND PER D.O.H. REQUIREMENTS '\ �y�s�,. $�� ' \ \ ,. ' ', ' . ,% o o 5 o0 \ x14.21 87F � O O LY_ \ SEE DETAIL SHEET2.6� SUILDINc. %r� CONTRACTOR TO OBTAIN O.O.H. PERMIT FOR \a . ,r T. R��E \ 2' c\ 0 0 o r o . 0 0.70 Fes- Z n \Si x 14.8° THIS PURPOSE ,m � . 0 0 0 0 0 \P \ \ m wF z V - DS -14 TYPE 'C' INLET 9.75 7.50 SE 1 x,4.47 \ \ D \ \ r' = Z \ FF EL_=1402'.... \ \ x75,7 Cx �v a. ` \\y ,, \ \ 12 DS -15 TYPE 'C' INLET 8.00 5.50 SE 1 4E 484. XIST. 6t ALK \\ 54��9J37 \ �o o0oso.o x9.64 D \ - ___- .... x75.02 � hw 'f'\ ° L' \ °., x 14.55 DS -16 TYPE 'C' INLET 8.00 5.50 NW, 6.71 SE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 1 6B \\kr4.042`9'r \ \ . -,,'14 11 \ @� ° \ \ \ \ I EXJSTING 3 0 0 0 0 0 m ,\ 19\ 2 x"%'lo' DS -17 TYPE "C' INLET 8.50 6.00 SE 1' SUMP W/ 12" DIA WEEP HOLE 1 BUILDING , _', 0 0 5 0 " 62 w � °\ \ \ 0„ rod \ \ 4.5 \ \ 1. 1. DS -18 TYPE 'G' INLET 9.94 5.95 NE CONTROL STRUCTURE - SEE DETAIL, SHEET 1 1 FEL:=15.5T1. X/ o v o r r . 0 57 785 9 _j \ I �\ .L. 74 ENgNEER CERlIFlCAA N 00 NE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 EST/NG 8;_7 \xz \ x6.25 b�' x \ \ ° BUILDING }` u•6\ \ \ \ 'o ❑JOSEPH W. SCHUIKE DS -19 TYPE F W LET 1 1.30 7 EtsriNG DS -20 TYPE 'C' INLET 11.75 10.00 SE 1' SUMP W/ 12" DIA WEEP HOLE ` ` F.F.. EL 18..68' BUILDING '<`~'" \\ \ \ \ 3 7 FL REG. N0. 47048 787 FEEL 996` %_ \ 72s 70 0` \ D JODAH B. BITTLE "r x746 FL REG. NO. 57396 1. DS -21 DRAINAGE MANHOLE 11.00 8.75 N 1 \ \ \ x7,62 \ L. \ DFL. AM P. SD AR DS -22 EXIST. CONCRETE BAFFLE BOX 05 10 18 REMOVE/RESET TOP OF BOTH MANHOLE/FRAME GRATES \ \ \ \733 \ _ ____ \ \ \ \ 11, L ... I . --- _- - - (RESET)_ -_ - --_ TO EL, 10.18 FT - VACUUM STE3UCTUR� -EXIST 0.71 E, 0.81 W -RESET TOP OF STRUCTURE TO EL. 8.0 i DS -23 EXIST, 'C' INLET 8 0 -SAW CUT/ CONNECT NEW 12", -VACUUM STRUCTURE \ \ \ \ 0� ''' DATE: JUL 1 20 o (RESET) INV. = - W -CONNECT NEW 12 CAP ABOVE EXIST. PIPE ON WEST SIDE - �, \ �\ \ \\ �`n .. wo°R p SHEET DS -24 TYPE 'F' INLET 12.42 10.60 E CONTROL STRUCTURE - SEE DETAIL, SHEET 10 \ \ mm' \ c - 11 . CX \ T C' N- 534. },.. / \ �\ z 5 NOTE: ALL C INLETS SHALL BE �_ / .'.a - \ 528 HEAVY-DUTY - H2O LOADING ` V \ \ \1. PROJECT NO. W/ CAST IRON GRATE \ \ �' -� \ \ \ .. � � 07-027 / l . '11\ ,- Z � N Lr) N � LO fnW m cc_> a 1 L, C) a 215 e 4 F - zp a- L_ UW W N to 25 E at m Q - N M u x C o 160 I o o Q 2 o �:zW 2 W U Lsj O D O U G 4 - I HZU o ww¢ -� irwoa�v�pw az��zwo�aa�3 Saw :�H,,�'wo�w°�� KW~- O- Z W J a- OwT2�i.iW WZ3D� wo==wwaF;wV)a \�a33 w�L3w�a � S �, - a, " Z E �; U J M W Q) Q a: - ® Q - M &-- O� 0 � Z u_ cn � o (=j WOW-, _ ® 00 Q 0 Z0Ow r�`o> VJ co N ® � d 06 2 U I ZD- � J C-,) . L� U) cV Z o ti r- Woo~ W=> 00 Z a J 4 ZUmu- W 0m UJI W ''",l ?N y O Q Im V)Z � _ CV tiIL `- o"- �t J H vj v " J.:. `c t<&, ,i 5 e ISI. i �P 9.a J+ / W kr.54 t \ \ - t \ RAINAGE, W 98 LF 24 RCP » - _ - _-_ - t5. i s1 �� s ., - ::, z1.r'- ........... .. ............ .. ... .. 76.05':, i575� ... .. .. O , , - /6:6'2 16.40.... _ - s-,, 14.71 .... ^.�.�,.,7,,�'.��;_.._� �, gyp,,, 5 .75 - _15-1-1--..- ... ... ..... ....... ............... ............. - r... .\,;,. 04 ... . .... ..... X 1, :778 \ \ 17 '1 ... ................ .. .. ... 1459 .bM,; "`-- 7,0p FL MANHOLE ..... ..... _. 184 , . `7` . . . . :, .__ = - = 16.5s _ ... ............ . _ rs.,6 �':.�� I I ,, �� : � 24 LF CAP OUTFALL .I 11 � - roR EL.=rs of tt � .� - -- ..... .... ..... '. -'. 75 15.69 ,, , N INV. EL.=10.23, \lo. ...... ' \ .. y5' :_", \ ^ Z STA. 296+03.13 - \ ` ChAM$Ef?..O \ , $ 9.90 7 S 829 7 \ 1 m `' E INV. cL.-7057 s2<� 1294 77.78 .� � .. . .. .. ....... ................ ..... ..: n '% W IN EL=10.52' S?q \�s` - .. .... �, - ^!_ � a x q' ,., 5 SOUTH OUTFALL �./ BEGIN CONSTRUCTION - MILL &OVERLAY EXISTING _ ... \;; S77E8ENQ4NARK 516\^`-, , 7B COMM.f2CE 5° DS -5 ` -1 I 1.3 \ x5:9 SEE SECTION A-4 PAVEMENT .. .:, .I.:.:.. 70POFMANHOLEELar6.o � ,�'' �F. EG:='15 t4 G 14:18 °" ; " 9.85 e1' &PLAN DETAIL -SHEET 7 \ EXIS77NG \\ \\� � 5. ° ` ' ' \ Q et X69 MILL. EXIST. ASPHALT / ;' \ . ` 5 :- p 1.BUILDING . \\ r . \ \\. \\� 23 L F 12 GAP x v. 04 I', \ i6 °87s4 OVERLAY: SP 9.5 FINE 9,90 9 4 \ r, \ F.F._ EL; -1601'.. \ co�D Nc. A i . \r r9 i, \ 7 sac, \ 4 \ Q W _ . \ x /5. M.E. _ _ 1 CD 1� C� ....... .. .. ....... I ... .... ..... .. 1575 <-., .93 1547 .. .... 14: .34 / °. \;o• E \ O _ �"tt, \ v L.5.27 `� 4� 1, s 2 50 - \ x'. fs ��y n ty� '< .'.''. 5.24.27\"a x1577 1522 m.03 tj Q r t� .. ? ,r �yY PROPOSED �. Z 893 . 11 o; e= 0 0 - 814 _ \ x16.,4 36 e6 \ ,v y �� RESTROOM FACILITY \ .. 8B aE .. rs J S,LLcF'x.1943 \\\ L-- O " a ``' ce51 �ml14 , 2 .50 \\ \, ,.,�;{� .6 0, ,, Zc>\ '� P 54 F F EL 8 7 _ x15 4' S"'2 `w..,...... 'll xrs \ 1\11 4 Sia .. 8:37' r�\ \'. .5 GZ `Z x7524 1� SIJ i &5d ,t�, i�, ." .ra\ � 5 Iii. / p \1490 TOP ° r7,,. x 94 �� \ ,.. �2 A\ �� - a A,� �2 c 13 0 1 8 v �x��`7. 8.0 ° / a. 4. e 51 AV 11.75' 121 11 5� 4; 89 0 `,�/ ILL9 12.40' t? e '^ / . -.__-. ---_-__.. - - -_- --- - __- - \�1 �� 2' �� ./ 01 �:, 10" 0.68 } t �10 ° x871. 41 \ \ y° # g / / �/ 3 STRUCTURE TOP \ h'Cp • ''" -`\ \ `' TYPE INVERT MISCELLANEOUS NOTES \\ R�� ! 3s" 7 ;(4 ° °\ t�"O"" " NUMBER OR EOP SA ,J_� L *' \ / p ... - 1 14.44 �+Y U. 36 /i' = / l .ti. t� 0 c KK �, �' - 13 i 8.47 g . RELOCATE ivLBOx \ DS -1 TYPE 'E' INLET 10.50 6.10 N, SE; 8.75 S 3' SUMP BOTTOM EL. 3.1' 1 5 EX 'El6'" �4 N s9' - - - ---. - DHE .13.65 C -Z-) 1539 1 - x,'576 5. a K I'3 Q x X31 .. 3g =:� - 8.98 ,- \ °'0 / -' Y c 34 \ �\;o" p �- I DS -2 TYPE '9' CURB INLET 9.90 6.25 NW, SE, E CONST. TEMPORARY STABILIZED 55 4O 2 \q / - Q (,) p 1'.4 x16.17 7'71 ., -. ,^,�- \ \ \ N DS -3 TYPE '9'_ CURB INLET 9.90 6.35 W DRIVEWAY (SHELLROCK) ACCESS _ \\ x 566 16\ '7 G 1�,2' {6 � %� �� °'I • - - >, x75.93 , n Lij 36 < -A3 �, , ._... i .i \ \ \ JO" L_,_J NW SE 1 EXISTING CHAMBER OF COMMf�E 5 x75.2 \+3 a-z� i� --� ' a4 \ 3;�3 762 -770:. \ / a - �- -� DS 4 DRAINAGE MANHOLE 11.60 6.55 \ PARKING FOR PHASE .. tsc Z: xf o8:, : 15 �.or 2 - - q ' .: "' ° 6.90 NW NE SW 1567 �"'>IlNG _" H \ WF 6 ; / - J V-1 f• \ '0.12" ,7.74 \.781\ �... DS -5 TYPE 9 CURB INLET 9.90 ®\\\ nd �t tels) MAINTAIN EXISTING x1074 BUILDING .. k 0" / ti Q w �/ 2<a.. 1 \ PHASE 1 \\�:, \ d br °t" VEGETATION ADJACENT FF. tet. =s.26 !� 7 \' -9 0' o DS -6 TYPE 9 CURB INLET 9.90 7.00 SW I \\ �`NG \ CONST TEMP�IARY DRIVEWAY. °6 ,�%�'� TO MOTEL �, ^ 83 5f" \ o' WF 5 - �� OF \\\ 49472 7.8 4\LF 15" RC o'''Jo" WF -4 F -- x 4. \\ 4.8 CONST ASPHALT IVEWAY (MIt4.. S'� s Q W Cii • �X gER CURB CUT 1�DOT INDEX DS -7 TYPE 'C' INLET 12.80 10.25 NW s6' - - - `� CY\P� ; yRC :.. \\ 515 -SEED „ L, SHEEP 9 4.9 DS -8 MODIFIED MIAMI INLET 7.25 4.60 NE 44 255 V' 526 66 xJ4.i--� EXISTING12.5 AND 6" COQ ) C00 IV pS_g- MXT !- pM P'e" _ PHASE 3. ''- G -LL \E I T� ^ K t!) �!` I unON 54 , 59 .... ;G NG. t5 .. .... LOCATI WNER - .94 .... .. \ \\ x 55 \ BUPRO CAPPED WELL. C NTRACTOR ON WITH PRO ,e0' B.1Bµ.,,T MAC '' yC\ : , . REMOVE CURB- l}�1592 EXi NG.. % 100D&AP D Boa 2 \ ,°,. °" -< I DS -9 TYPE 9 CURB INLET 7.25 4.10 NW, SW ( 5. <c PR' .... xr9a SAND o,a,- EXI 41�, °'KWF 3 \ 'r_1\\ RECONSTRUCT2SVALK N R �., :x76 263 - .. - .:: .'1 .. ... ..... .. - x0:.'10 S/GN 2II eul[ NG LOCATE, PLUG, & ABANAO PE �\Gn - E CONTROL STRUCTURE - SEE DETAIL, SHEET 11 I CEMPQRARY R„ 1 x x7522 \ FEL: is•5z` \ r9 MATCH 77 6.88 W Z DS 10 TYPE C INLET 6.46 4.25 N .. \ 4.7° \\ SJR/DOH -9 � - .v \ x638°'> 0.73 Q uf0 63% REQUIREMENTS 2 - b ... 7463 x9.2 852 144, \ V J DS -11 TYPE 'C' INLET 8.50 5.75 SEEFf TURN GN 77 1 303 x1 2 865 -` z7 \ 1. 1. .08 56 ` 7.64 6 10" \\\ - -- - --. :`m:.7 'r1.89 ...... ... `\\ ,..F,r„ _ » ,m xZ 4 \ F\ LL Q \ GONG. PARKING \$ CONTRACTOR TO ABANDON SEPTIC SYSTEM \ �` J DS -12 TYPE 'C' INLET 9.75 7.50 NW I; 2„OUPRE) NST. TEMPORARY DRIVEWAY x,252 :. ... :: \`� x14.42 - EMPTY/PUMP TANKS, CRUSH TOPS AN S'°Pf"�' y2\ \ \ O - \� x f 66 \ 10" 4^ \ DS -13 DRAINAGE MANHOLE 10.20 7.50 NW, SE 1 CUT PER FDOT INDEX 515 ExisnNc l 41446 FILL WITH SAND PER D.O.H. REQUIREMENTS '\ �y�s�,. $�� ' \ \ ,. ' ', ' . ,% o o 5 o0 \ x14.21 87F � O O LY_ \ SEE DETAIL SHEET2.6� SUILDINc. %r� CONTRACTOR TO OBTAIN O.O.H. PERMIT FOR \a . ,r T. R��E \ 2' c\ 0 0 o r o . 0 0.70 Fes- Z n \Si x 14.8° THIS PURPOSE ,m � . 0 0 0 0 0 \P \ \ m wF z V - DS -14 TYPE 'C' INLET 9.75 7.50 SE 1 x,4.47 \ \ D \ \ r' = Z \ FF EL_=1402'.... \ \ x75,7 Cx �v a. ` \\y ,, \ \ 12 DS -15 TYPE 'C' INLET 8.00 5.50 SE 1 4E 484. XIST. 6t ALK \\ 54��9J37 \ �o o0oso.o x9.64 D \ - ___- .... x75.02 � hw 'f'\ ° L' \ °., x 14.55 DS -16 TYPE 'C' INLET 8.00 5.50 NW, 6.71 SE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 1 6B \\kr4.042`9'r \ \ . -,,'14 11 \ @� ° \ \ \ \ I EXJSTING 3 0 0 0 0 0 m ,\ 19\ 2 x"%'lo' DS -17 TYPE "C' INLET 8.50 6.00 SE 1' SUMP W/ 12" DIA WEEP HOLE 1 BUILDING , _', 0 0 5 0 " 62 w � °\ \ \ 0„ rod \ \ 4.5 \ \ 1. 1. DS -18 TYPE 'G' INLET 9.94 5.95 NE CONTROL STRUCTURE - SEE DETAIL, SHEET 1 1 FEL:=15.5T1. X/ o v o r r . 0 57 785 9 _j \ I �\ .L. 74 ENgNEER CERlIFlCAA N 00 NE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 EST/NG 8;_7 \xz \ x6.25 b�' x \ \ ° BUILDING }` u•6\ \ \ \ 'o ❑JOSEPH W. SCHUIKE DS -19 TYPE F W LET 1 1.30 7 EtsriNG DS -20 TYPE 'C' INLET 11.75 10.00 SE 1' SUMP W/ 12" DIA WEEP HOLE ` ` F.F.. EL 18..68' BUILDING '<`~'" \\ \ \ \ 3 7 FL REG. N0. 47048 787 FEEL 996` %_ \ 72s 70 0` \ D JODAH B. BITTLE "r x746 FL REG. NO. 57396 1. DS -21 DRAINAGE MANHOLE 11.00 8.75 N 1 \ \ \ x7,62 \ L. \ DFL. AM P. SD AR DS -22 EXIST. CONCRETE BAFFLE BOX 05 10 18 REMOVE/RESET TOP OF BOTH MANHOLE/FRAME GRATES \ \ \ \733 \ _ ____ \ \ \ \ 11, L ... I . --- _- - - (RESET)_ -_ - --_ TO EL, 10.18 FT - VACUUM STE3UCTUR� -EXIST 0.71 E, 0.81 W -RESET TOP OF STRUCTURE TO EL. 8.0 i DS -23 EXIST, 'C' INLET 8 0 -SAW CUT/ CONNECT NEW 12", -VACUUM STRUCTURE \ \ \ \ 0� ''' DATE: JUL 1 20 o (RESET) INV. = - W -CONNECT NEW 12 CAP ABOVE EXIST. PIPE ON WEST SIDE - �, \ �\ \ \\ �`n .. wo°R p SHEET DS -24 TYPE 'F' INLET 12.42 10.60 E CONTROL STRUCTURE - SEE DETAIL, SHEET 10 \ \ mm' \ c - 11 . CX \ T C' N- 534. },.. / \ �\ z 5 NOTE: ALL C INLETS SHALL BE �_ / .'.a - \ 528 HEAVY-DUTY - H2O LOADING ` V \ \ \1. PROJECT NO. W/ CAST IRON GRATE \ \ �' -� \ \ \ .. � � 07-027 / I/ GENERAL NOTES: GENERAL UTILITY NOTES: , T. \� LOT 15/ /\ x35 \\ \ / \ 1. FOR NON-UTILITY (WATER AND SEWER) RELATED CONSTRUCTION, MODIFICATIONS, • ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND \ \ °\ Lor 14 ��' \\\ L2 / '\ RENOVATIONS, ETC..; THE GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." / \ \ \ � / o\� TRANSPORTATION STANDARD SPECIFICATIONS LATEST REVISION AND THE SUPPLEMENTS THERETO. . UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. LOT 13 //� 7 x''62 \ \ \ �o� PERMIT CONDITIONS. / \ \' 5' 2 CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT \�;� Lor 13 �� • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY / ' 1 \ 'a'-� OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS DATED 2006. 728 %C49\ / 3. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION. DEPT. PRIOR TO CONSTRUCTION. " / / X7,2 j � '�I ' Lor 12 '`` \ • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE INDIAN RIVER / LOT '4 / A, o\ Z4�745 4. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." WHERE MATERIAL / ' \ "76024° / / IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR. OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW OR ARE NOT CLEARLY / /\ \ �'°� , \ B.2_ Lor 11 o 5. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. \ / Lor 15 / /5758 6gy . "4„\. °'° • THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF / 83 x,27 �� ` '\ WF 17 / 6. THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND LIMITS OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C,L.E. AND ANY OTHER UTILITY \ / �P�\R�� \\ \ \ � CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED BY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES __1 Lor is / \ �\\'' \ x73 I Lor 10 THE ENGINEER. LOCATED IN THE FIELD. /--- � �\ \\\\ I 7. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ / ��\ \ \ \ x"' I / REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. INFILTRATION, CAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN / \ � \\\ "° �` WF 16 8. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. / __ LOT 17 / / S87ro359 \ Lor s/ \ ¢",6. 6 THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS AND GIVEN 24 HOUR \ X708 \ 11-1 9. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TOA 062 A" \\ ", 1 '3 PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS '�74 7.4 6.56 CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. / / / \ ;\ * '� \46. r4.B5 Lor a 6.64 PRIOR TO ANY REQUEST FOR PAYMENT. / 1 18 � LOT 19 �' ,\ IN \ 2�"�-15 10. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, \ 5 \ ' / • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF , �` DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT TO /EXisriNc : '1203 /B3 7 \`: \ , \ ` 5x Lor 7 BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE MATERIALS/LABOR) /,? 7 �\ _,_,) \ '',',"""'\'" JOB SITE AT THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. / BUILDING \\ \ = 469 / FF ."EL 13.57' / LOT 20 , , wF t4 / PROJECT. • THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND \1.1.1.1. 304 8 x75 q °;`'`" �� / 11. THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS \ Lor s ` \ OF BLUE%BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR :' : s \�\ `\ Zo\ oqK `M; ' ,6a APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON \ OF LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY 257 / /=. 3` \ \ zm\ 468 v',I °` UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (US DEPARTMENTSPECIFICATIONS, PUBLICATION REFERENCED ABOVE. Zr5 539 / �.;' X326 \ "Lor 5 TRANSPORTATION, FHWA SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, �r / ..... .. � 1 «� &79 '� V: 2 """., S "" ": �'. 4 7\,.:. x 382 / \ MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND 6° ":.1 / / / 5 6� °° 339.WF_t3 / BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE 2 - - .,,-. 852 � 37 WF -if U 1720 .Y68 � J. -'- x 148 z 8 PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTANED AND PROTECTED \ x12.9 \ \ , 727 \ \ 7.5 1 x4.08 48 \�/� x1323 \ , / I a / 87 x1276 '12. 1 LO 22 AT ALL TIMES. \\ \ T \ \ ' ' .5 - " Lor 4 \ 1364 x73' I "If0�� 6.54 '}"PCZ \ V A\\ , A t1 6 12. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT \ x"O x�3' \ / 57 p a.J 'W \ 2 < , k LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF 29 x'32' \�\ \\ \ x1.2 ; 7 \ 10 5 °A\\ �& \\\\ ,\ o ' .� '`� 12.65 !3 \ \ \ k 1 . 7 % Q:rl C ' \ a . \ \ UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT; x 12 2 BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. \127\28 \ \ 12''30 of\'I. \ \4 a .' x1275 xi339. '�\ *� '.�/ 8, ! ,r Y, k ?, .. \e �\.. `Y 74Y 13. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN \ \\ 365 ' " i \ ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTITIVES \\ 0\ 1X�, �97 \ zI `. J� I � " „ ), \ \\\ ` ' f"`�P ` \ 1# 2.55 CAN BE PRESENT. »\/ \ \ \\\ 0` \\ \\ x1391 \ \ :lr C1/ 11 I\aa ° \ ''' \... 11 K'\ x129 \ x 1357 \\ \ \ 11.1 I-.. \\ '<i �. ,> 14. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF \ \ x13x0Y325 ' \ 338 ;] \ -A \ ,, � ` OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL BANKS. \1269 \ / - } \' - , �f 1J 29��\ \PS:\ .96 ° 1 1 X .'.�, 10. y\ y ' t , \\ ` \ \ J x1356 \\ \. x1362.3 \ 13. x 5} 2�,v.._ 5 (a:..x \ 4 ,�. " ,«\'��«: i '11,� �„`,", ' 15. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH \ B x74.06 \\ \ ' " , F,76 " $BS < a \ ", , P ILINES. \ \ 1425 i �, \ ° x1 Y �, \\� FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS IP \ x \ \ \ 1'. ' z , : _" , v C \\ � \ \' \ 1 \., 3x \ \\ \\ 13x5 x1359 4 'g- S� I \i '.. \ \\\ \ �� Y>" Y% j '`` DON 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN \ 1300 \t6' I ,.v:; 1351 \ �.,, x139( 1120 ". �. V. '� �'' ,JT � 4 A� vw N6 .� IN PLACE. S \ x1375 7 x \ \\\ \;- \\ 17. THE CONTRACTOR SHALL GALL SUNSHINE 1-800-432-4770 FOR FIELD LOCATIONS 48 \ \ ;;::. ' \ -� 9�1 0 STOP , HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. \\% ,2E \\� x 6 c ° z \� fziiii� - 1. I Im North GRAPHIC SCALE 40 0 20 40 Bo ( W FEET ) I inch = 40 ft. EXISTING ROTARY CLUB MEMORIAL PIER FDEP 31-125335 WITH SSL AUTHORIZATION (JUNE 23, 2000) 31-125 35-007 11_11_�� IND PROPOSED CHANGE OF USE EXISTING BOUDRE' SINGLE FAMILY DOCK i.31 Z 60 ALOE N0. SAJ-20 x FDNR NO 31-164839-4 -221x SAJ-1989-30392 PROPOSED CHANGE OF USE: FROM: SINGLE FAMILY DOCK TO: PUBLIC FISHING/OBSERVATION PIER W/ SSL AUTHORIZATION -1.43x \\\\ J EXISANG SEAWALL SN£ETPILE W/ WOOD CAP / -0.88 x vo(K. \ WoQ� bA\ \ y 070 \y\ \ 0.5r $ \ ` 3.76 \ .''��++,` 067 '' 41 �. ° 'I 4 \ \ 2 33 &1 r p \ \ W 74 o \ \ i� v a \ ' .\ 4.09 \Z _ 3 �xs :5.26 \ ,''� v e r i x6-5. -a'.o_ f � k q� , 18. KNOWN UTILITIES: BELL SOUTH 772 567-2207 A \ x 1.9 ' y. A ' x�3 \, �� .y'" V A 13.32 1 ' 1380 }8. 3 3 _ . \ \ .?` T.C.I. CABLEVISION 772 567-3444 o d o as,7 k '�� \ . ��6 r 66 ( ) \V � \ x 14.°4 '.7 'J98 0 0 1 0 s ra 47 \ , V' �\ MODIFY IXISTTNG ELECTRICAL PANEL 489-6204 x,389 �.' \v74.2 \\ ra V� A SEE ELECTRICAL ENGINEER'S PLANS FLORIDA POWER AND LIGHT (561),3 \" 1476 0 0 001. o �, �° >" V , � �q \ '\ a# ,,789 \ lY x ..I'll i. 80 L \ , r x'7,2 •° -f:�P �.64 F .,>•r 3:\,' \ INDIAN RIVER COUNTY UTILITIES 772 770-5323 \ \ \ 4 \\ \\ :�� \� , _ y ( ) \ \ \ .. x1416 x14.54 a�J4':\ \\ \ \ s'.; x( t�< x::a> \ 3C._. k', \ a: " x,e. -r L .. _>, m, 12" \- - _ INDIAN RIVE \ .. .'. `:>.•. \ ,... -_.�, �....°�f0.5P: x654: r .':,.'; 3+�, \-..�., \`' .�:, R \ 1396 ,.;:�.., .w. ti131 :.,\' yp.38 \ x x5k'O ':i <. J e, a.�'' ,.. '\� 19. DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR .'. \44 .,, \ x,8,8 ° b t, ° K 2.45 /ocK` " �{{a'',y` 14.4 }I - \ .. 13.9 \\ \ 4l 'L_' 8 '`?,'..:: :1: x7. \ \ , 6 a. .xR� \�.. { O �., .. ........ \74\7 \ 1 � 74.39/ 4.38 �;., ''.. ,�.':,�\'; :x ,y,5 r..-,, ... / �a•OQ BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. ExrsrlNG\ - K5 ` ` x591 ;' l t w-,.. LAGOON r \ B(/ICDING \ \� \,,,'A', \\\ / � .. x i , z 1 ,9z \t 'a' a � a r':, f; k 10 \ 1JA VI U ® N \4.45 �) 6 r;Y :. - <a" s66 /.<.., EXISTING FISHING PIE AND ..< \ ,.:. fia - 131 x »' r' ,..y '', cmc;:,,. 'r .`.'.:.h ', x ,.V . _, ,,::..,.. 'A "483 T Fl R �AT RAMP o F.. F. EL:.='13.82' ... \ \ ;r.41 4.35 1 B x , , °\ . .............. \i S \11,6.. 20. TURNOUTS (DRIVEWAYS) TO BE CONSTRUCTED AS PER FDOT INDEX 515. \ \ 498 x 31° x9.83 %4\ary r :4."r FDEP NO 31-39-3193M .... ... ` /5 f x',.c .� > ^-his `""a t �(.. \ 14.5 ,\ oc a x14.12 x14."9 AND SSL AUTHO ZA 21. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED i \ \s°;. REOVE IX1 ti 05/16 7) oA 4a� 50 .,3 x z \. "' ' S� W oP.. INO PROPOSED CHANE OF USE BASE MATERIAL. A '_V I <\ `V,tx� r 6�" �ss7°72 . FlRER�ANT 7 .... 14.16 , i �. '3 __ PLV V vt 7 7 ,, v..�11 I xv > `f�\ �lE BENCHMARK \ 22. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION i 1422 _ - 685 ...." �� ` o.s 70P OF GRATE EL=6.29' � f+d9 i . �,: f25i�-rs _,.. w x \ C. \ 136 \ 3LL ' .^,: 9;4»" ",i \ V4_ 1� ' e 0 4. 9 11 AS PER FDOT STANDARD INDEX 102 AND DETAILS AND SPECIFICATIONS ON THESE PLANS. 354 / \i '" \,'` ;, ' P� - - s X52 .4,': o f( 7j' f \ €`;' 1391 d x 4 2 \ :3$ ,.,, �'.,S O. �... `�< \ �� - } '� \. a�� 773` x ELEC. PANEL / \\ .,4.53 4V .�.: 1373 14.20 .. A. , . ;>., r--^. ."'m" v "' ,� E as> V .\' \ & xkx . ' '' \ 23. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED OR X14' 3"re' 3B 392 11 14.°2 ''� >t...c ,>�- \,t \ t\ �..r. .., i"-' .\.>„ � .,. \,� H. 44'^ \., } -) 1. ,C`(. .4. sa 74.41 -. .43 ° ;�':: v .:.,. e' r.I ;, YJD"_;:�,, / �".��\.-, \ n T -_L> REMOVED UNDER THE EXISTING PAVEMENT THE REPLACMENT OF EMBANKMENT BASE ASPHALT 14.*41'.""'i- . 4 392 ` ',; . \ " .'f9ff79\ `: �,,, ..11 ,,.`1 '\, ,7 x, 8 .:Y�1 'r' 1.0'1., .,.::' ;.{'.. ,,,:,, �,. ,>... '�"'"�..ETC NECE.9 _ __ -.. h ,4 \SSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. 14.40 .. ,... � ': r,..... _ � , x667 .. - 1 5.,..,>,, ?e;?a ,. x14.2 '.} \ >,t". a..v i foa - a; ..., \ c r: .y�� -�;., .�..; <: ,, ,.... '' ..44$.92. x; . °s , , z z4a t' ... 0.90 24. SEE SHEETS 14 TH OUCH 17 FOR APPLICABLE UTILITY DETAILS &SPECIFICATIONS /4.23,_ : > .:', \ R � d ,o _,, , � .,?,, +-{ 7., 4.82 <., yl r. V 1 ` , ,., , CON..,1 : t 2 ATER S CE - ,� ,, \ G.< � / H 25. REMOVE/ABANDON AND GROUT EXISTING UTILITIES. k,73 � STA. 97+50.78, 74.94 RT t m D' TEf� t ' W/' _' , . �:'",�5s est \. f, 5a� 297 , v - -. -Xxs X55- x¢96 i tT 5'7 a' CONNECT TO EXIST. WATERMAIN \ .., „ .; ti. 1, , 06a\ .':'Av , 6.°5 CONST. 16'X6 TAPPING SLEEVE - SHALL INCLUDE BUT NOT ELIMITED TO THE COMPLETE REMOVAL OF -ext_ . :., \ , , B - DJSCONNECT IXS11NG C B OF _ _ o 8zi \ ,., .. .`z ., , .:.> , : ,.,7'..11 .. % j.. x«.:- '., r `:.. ; :. .« . , .. -. ° L .31 rw'..._fr�. ,337 <.�, x1o... .e s';a2n �:. ,'.,�, r ..,,.. ,ME'TER\r. .� ;F. 6 MJGV, TEMP. JUMPER, THE UTILITY; TOGETHER WITH THE REMOVAL OF PORTIONS OF THE 4-:= , , COMMERCE BUILDING PL BIN '> 53 ;�" r. ^s9 .4 _ , ;.. SERV) r �, SAMPLE POINT SUBMERGED LAND FROM EXISTING WELL ,, , I3`< „„` „ f UTILITY INFRASTRUCTURE' AND ALL EXCAVATION, BACK FILLING o y e a .< �.., \ y. ' ' 4 s1 \ x x:4 ?TO 4 ST{�P 7' n'. 1( 00000 CO . _CT°'NEV"'Wkft0 .fir CE` \ �''\ ° RESTORATION, .'; ,. . _ 4.64 Il n" 6 oma' \. All , M O.T., AND ALL ELSE NECESSARY. �-- ` IXIS NG BUILDING PLUMBIN 64 734; o o s o - -J. 3t � - ei' \� ,5.,0 \ \ CONST. 11 LF "„'� , C \ � ;x g \ 58'" M6 ' \ • 00004.0 1F„s. ...'z \La� •1 .5, 14:73. ,. .. .0 �f%i14.89 ... `; " J'..i7., \ :°" .1 C o` , 6 PVC WATERMAIN .,.. . FIRE HYDRANTS SHALL BE REMOVED TO THE VALVE. ALL ABOVE - -=�� R "' 15.59 lI 1i' ' \ n 3Y \ �P 'n mw. ,77.. : �`1. 7.52 - x 62 �. a € ", - -xr5 _ . a , 75 ` \ 9a i ' \ � \ k sr v _ 0: 5.38, 66 GROUND MARKERS (LE.: RPM'S) SHALL BE REMOVED. - 1605` J4\:;.: ° 1515 CONST. s7+5 .6T RT ... ..... .... ... .. .... 1 36 04 1... CD . \ .......... ....... ..... .. ... - ....... _,.._.."SIa M:u.; .:..I:.iY.,...r3 ..T.'.:Sx.. S ...... . .. .... .. .. ... .. ... ... ... ..... ...... .... . 14.59a�-y,: �, ;5`"•< d .....,.". .. ... .. x;; 60 65 ,87.96 \ a dii \ ST 6' 45 , EN \\' , \ N CONST. 30LFWATER SERVICES SHALL BE REMOVED TO THE CORP. STOP. "11 -11 5. 58 610 " cKgMg�R' of ::. \ x1a .. .29 `' a.29x > m '� 6 PVC WATERMAIN \ _. \ a 1. . . srTF etNatMARx 5,6 < r 7" ` commEi?G� : so 1`: 'i \ �. 1 073 ..1... ...-.. ... RJP 6I� MANHIX£ EL=16.0 '' % : ' - -. C 3 . � 's' . i m . `' s f ... I— I\\ \\ . F'F' EL 15,14' . 869 ', _ ' a,,i I X 1.62 STA. 97+47.57, 34.38 RT - M.O.T. PER APPLICABLE FDOT INDEX NUMBERS (600 SERIES) SHALL BE EXIS77NG.. t .,` 1506'\ ,' \ \ . . .. � 1= CONST. FIRE HYDRANT I.\ y \ • \ PROVIDED AT ALL TIMES FOR THE DURATION OF THIS WORK. BUILDING `\ `\ \` xrr. f FF.- EL.=1601 \ �\ \ �\@ x15. CONC.:A/c NC. A p y;�a`P \ \ r 6be \ASSEMBLY W/ 6 MJGV 1.1.\\ : 93 \ PAD. 50 PVC 7 ...... .. 7515 ''�'� '. ., .. - - . .., ..., .. ... .. ,��. 1547 a` x o a. \ AT LOCATIONS WHERE THE UTILITY IS TO BE REMOVED UNDER EXISTING1. 5.27 .27` � 5� 3\_,7x `".3 1�^ x \ STA s7+37.9s, 1s.3s' RT ... .. .... x " 1 .03 . a. 0 1 .893 • 6 • \ - PAVEMENT THE REPLACEMENT OF EMBANKMENT BASE ASPHALT 524 \ ��\ x1577 1522 1 � '� 9 / \ `'': , - " PAVEMENT, > f I ..... .. .. .... .. ... ... �> x 16.43 x 16.14 3 Q \ i '.,.. �\ 4, \ 0 0 86Y4 8s. S \ a ti CONNECT TO EXIST .10 FORCE -MAIN, \ ... 61 x a aY 2S 6 ` ti 9 CONST. 10 X4 TAPPING SLEEVE PAVEMENT MARKINGS ETC. IS TO BE INCLUDED IN THIS WORK. \ 49 \'\ . MARKINGS, ..:: ::: \ 7588 i - O 4 2 6 PV 2 °ti I • • ' ' \ x,554 x MJGV, & 4 X 2.5 REDUCER �� CONNECT To S ffi 1 856 - 8" \ \�ti 4 GV .... HO 4 �,.- 11+ .. .. .... \\74.x 'r 11 I'lla.. .._ 6.2 V� EXIST. BUILDING •0• 5' x ,, F ., It \� SEWER DRAIN o,r 9"4 5 / 11.... 14.98 151 155 \tom\\ \\ (FIELD LOCATE) .. 97#04 41, 3319 '4 ' {44 ' ....+ �". .»_.. - , ,. \ ' ° ./ STA. 96+91.24', 46.43 RT STRUCTURE TYPE NUMBER S-1 SEWER MANHOLE I S-2 SEWER MANHOLE I LS -1 LIFT STATION TOP INVERT STRUCTURE LOCATION 12.25 4.28 E, 4,18 S STA. 97+97.83, 32.35' LT 8.98 4.61 W STA. 97+37.71, 24.25' RT 13.5 4.08 N STA. 97+87.83, 52.50' LT MISCELLANEOUS NOTES _._---_ --_ - -. - SEE DETAIL SHEET 17 J.uv ,.,«... �-A --.- �_A__1_111111---- 6" PVC SEWER TATERAL 0 1.09E fly, I F R" PVC SSR A 0 �� 4.00 ..._�..,....(_ -111-««... ..« ..,......... .,...�.,, ,, ..-._._ s, ,. , . ,--,-- --_,..._.,_ t_' -- 20 LF 8' C 900 SEWER 0 050% i � F \_ 3.00 , .......,,, - "" " ,, _,..,... � . , .. ,..-., ', " ,,... , ,., _.,.. .., . __.. , ,,, _'_" -- �,m_...,. �,, .. «. EXISTING 16' D.I.P. WATERMNN 2.00 ._._.... .,.,_ _. ETfISt.._10',.fORGEAWN... _... .,, , 11-111--l""'-'-,-"-,-,-"-,-,-,"-"-- 1.00 _.... ...,. , Y,_,.,..., -.....- 1. I "^-- LIFT S7A1tON WET WELL 1.00� IW. EL TOPEL-14.08N 7 �� 0.00. .- __._"'__�__.,�-.._...-,__'.-_'...�.-�,-.__-, __,--_1.�._,.,..., e..�,-w ....._,.._.'_'__'.e. SANITARY SEWER PROFILE SCALE: 1:20 HORIZONTAL 1:5 VERTICAL \ \� ° w ;a 4F- CONST. 1" WA S RACE &RPZ / �"{iNST.S �g BEN o' v v SADDLE, CORP. S ° - PIPE, CURB STOP, / S� 1 x6 i9 4 41 N o' \ 0 \ ;_ \ W, A s S �� 2 , t C C T 0� °� v ovA METER BOX - PER RCDUS SPECIFICATIONS \ \ , s• Riw 36� r SEWER ±3 S 50 �4} i� 1,UNE v70 . v o" \ / \\ � ` °5.4 a 59 ,4.44 ` �A�ITROL L 3 �C7 HDPE FOR •MAIN �' \ V A 7G~ \ EX .ig x 15 Q4 � A 97179 97 64 7' Lf` _ ST. 1-1/2 WATER SEW 59 \ p � V a. '% , '01, 1" \ 1-1 160 %\ /0Ill \ e 00 ,\n � \ N r r K) L - t r3 0 C_') o �¢ I o RE P Q_ o 8 � " i ffi 9 0- 0 c.' C�` S . W E � I" C04 . �- N K) U-1 x rla a I 0 0 3 3 >;II O 2 W W i�� R 4 0 0 0 W c�rw W ~ W W �Q �U m O W �wO�t-air=ow c°~aaowo�aat-3 z11y 0o 'z�W,g W O O m 3: Z3=� woT zwwa�c�wira a33w�N3w 11,111, ' x U z J � rnv J 12 �1 � a) "`J Q - Cj Z Ft N O� 0. z LL N O co m = O ®'coU"- as0"41 c ® W 0 m Q C_-) •: g z60w �o> vi 2� N , � ,.�t w 2 u I uJ z��'' fJ CD L. (� 0 N z I, F_ W = M® Z Q J LL W Z2mw Wv`WN tic � I rn 1liY fj C) Z p 44. r__ ak- � zN � titi �w U) v E _ rz LIJ Z J W vj Cl- LLJ F -- ED W _1 I--- h_ AND WATER METER W '°" \°" � t0" 1- 15.34 x1540 ; f Pf `J5 1 70 � x1576 :CONST 25" 9(' _BEND ' ,' 5,,� \ \ / o r 4 x 16.17 \ _-75.51 x 40 RPZ BAC,KFLW P O� ; :"\\ t \ ---- `Z W .i l\ l 77:5 `}36 < 03 �,..'Yf 6.7 •,39 \:', \ \ (\ ° 10" s, - x1528566 x1593 ,� 3 " ;..> F�a9 -�' -" 35 LF 2.5�O d kI'll� J7\ ..' �' 7.62 ,Wt-% \ N W /y�15.2 s 7f HDPE C-MAIN:4 \ ;Za z3.. o LL - �, ' �� kis.�.07 _ �.Yi� " x%� _ , A lo':.. �f �� 1 �t1// 1567 �A :-''12 d xr2.52� 1 \ �, 1-� WF 610' ... LL I- V 12" �tu�tY FXISTINC \�LL J O \ ° °fbers) ._ STA +76.11 60.49 LT x1x74 BUILDING � � \ x' \ \ � V72\ F' ,0 \ Under d by r2s7 • ' 1 F EL =9 2b \ I- ,0 \ v - - °6 morue �� / CONST. 2.5 90' BEND <; �� . ' �53 f �/ �- \\ ��\11 4�4d72 x1440 �• A11 I � '\ \ ° P \ 4YF-5 . x \ �,. 14.91 x1455 X8.65 ,w W . \�.:, x 15 20 .66 .. .. .. 1 .. `\ \ : i a co 4? :o 00 0 0 N 0 N O t\ O h EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY EXIST'± SIDEWALK TO REMAIN 1 LACE OVER PIPE GRADE/SOD 1 1.00 SW,�_E 13.oq' 13.00' GRADE/SOD SWALE � 7't JURISDFTIONAL WETLANDS 11.00 , (,__ _ . 102G" { 10.00 00' _._. w.�._ __. 10.00 , - _..--..�_... _ ..�_.. �..».�._.�.__.�,_.__._._� .._.. -. ,.._� ..,».. - ,�° !� 9.00 9.OQ 8.5� _ _.._.____..w._.. _.___. y6_ ..._._x,5...12;_ .. _..__.. _._. ....__.._ .� m_.__ .__ �_..._m.__. .,_n._...._. 7.4 t ._.....__..__ .._.. .»::... 8.00 8.00 _... __. __ ._ _._., _.... I 7.00 - _ 41 ox 7.00--__..._n.�5.4, ta_o 6.006.00 F_ 1_ , P1ACE 3X4 ROCK 5.00 I 5.00 �,__._. ___�_, _ i� EXISI 22 fi -M - - EXIST. 1.6 -DSP ____._. _ ....RIIP-RAP AT OUTFALL ._. WATERMA N f I _TOP._EI�.,9.69� ........._»....,.... __....___.> PAVE• ROAD INDIAN RIVER LAG ON 4.00 INV EL 5.95 0m0/RMbv ;PLACE SILT FENCE 3.00 3.00 �.__.,.....___.._ _._... Mw- .. , w_...._... ._ _ __. _ _ .-. -wo- _.... _..._....... __.._..._ ___,M ,� ... ...�_ EXIST. 10" FORCE -MAIN PNCE FLOATING ___TURBIDTIY BARRIERS 2.00 2.00 _ _...._..__... _.... ._�w..___.»..._.___�.�_.__..._�-F1._.....__._.._____PIPE.._..E_ _ _�_._._� _ -FIELD ADJUST PIPE ELEVATIONS AS NECESSARY 1.00 1.00 BASED -ON -EXISTING SITE,,-- oNs » ._ _ ..._. . __- __SEE FLAN VIEW DETAIL 0.00 .._..._ ..»_ _ ..._.._.... _..-.._.._ __ .m.._ .., _CONDITIONS (IE; UTILITY ELEVATIONS) __._...... FOR iOUTFALL BELOW __..__ ... . -1.00- SECTION 1.00-SECTION Al o NORTH OUTFALL ._.. R/W LINE \ \ SIL T FENCE MITERED END � \ \ � � 3X4 ROCK SECTION \ \ / RIP RAP \ \ 5• AT OUTFALL TLAND IMPACT 14 "X23" ERCP., AREA = 17 SFf OUTFALL • WF 74 `� ,WETLAND LIMTS \ SOD ALL A-1\� DISTURBED AREAS \1< �, PLAN DETAIL NOR TH OU TFALL 120'± BOAT TRAILER PARKING AREA EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY VARIES 30' DRIVING AISLE l 46' 1-1/2' j 6- / " • 2" / 8- / 12" • 1"-1/2.1 / 6' j 8-' 3' S/*w 4.3'± r S< POSE EXHILTRATION TRENCH- _ _ - v EXST J EXIST GRADE - �.�, DEMO/REMOVE _ »12'..PERFARAT®--CAP TABLE EL. 5.5± • ASPHALT' / BASE' / SUBGRADE" I � CONST. SILT FENCE 14.00 EXIST. BLDG. t 1.1'± f.29' . 9.01' PROPOSED RETENTION AREA PROPOSED r, r.F.E.--<3u7 TURF BLOCK 13.00 m,.__ _ SOD ALL DISTURBED AREAS PARKING_.._..___.._..) 12.0'..._.._.�_..»,....._..,_._._.._,.�...�.._,..._.�v. 12.00. 11.00 11RE sSW_ € ��w - .». _ .._ww _ ..m.._ ------ 10.00, 9.00' ' 8.00 _-__.._. _..._.. ._._»__...._ _..__......._.,.___..._._.____. .______..... _w.-... 7,00 TYPICAL SECTION B T- F -WAY I 0 EXIST. 66 INDIAN RIVER DRIVE RIGH SOD ALL DISTURBED AR 4' CONCRETE SIDEWALK 9.00,_ RETENTION AREA 5.00' R ON AREA 8.00- - _ ._...� w._.__......,...__ __..,. _ ......_.._.,_..m ...................».._.._........- .._r_.,.r.._... » _. 7.0' vSILT,FENCE 7.0 6.0 EXIST. GRADE6.00 �- 4.0' -'�� '� » - 4.0' »�� REPLACE C NCRETE RUBBLE 4.00 ,.»_ �._.__.. _ . _. ,_ _ . -�• AFTER N UCTION OF 3.00 », h_ EXIST 22 t \ DS -10 OUTFALL P M-. -..-..-RAVED ROAD.. 12� PVC W/ MES INV 55' -,-.,,-TOPEL 646*--- w p INDIAN RIVER LAGOON PLACE SILT FENCE 2.00 DEMO/ 2EMOVE INV 425' W. _m M.H.W.L. , EXIST. 10 FORCE MAIN EL. 0.60 1.00 EXIST 16 D i P �IATERMAIN._. SEE PUW VIEW DETNL 0 0.00 #.. ,_ . - M.., _. TOP OF PIS EL 4.5'± FOR OUTFALL BELOW - 1 -.....�._.._.._. � ..... _...�»��EXIST CONCRETE RUBBLE/RIP RAF ZPIACE FLOATING z TURBIDITY BARRIERS SECTION A4 SOUTH OUTFALL 24 L) OUTF 4/W 10'PLANTED 6' 24' PAVED ROAD SMEDIAN 24' PAVED ROAD p PROPOSED TURF BLOCK PARKING 18' PARKING SPACE W/ 25' DRMNG AISLE 2' OVERHANG 12.00' TIRE STOP VARIESEL. SOD ALL DISTURBED AREAS 13.0 TO 12. 3.24' 13.00 ....__,.�...�._�..,.._.!_�._.- _� SILT FENCE 12.00---, ..._...._ 11.00 ,-- EXIST. GRADE 10.00 9.00. \PLA CE FL OA TING !, �TURBIDI TY BARRIERS \L T FENCE \ \,ro REPLACE CONOgETE RUBBLE t r `TER CONSTR TION A T .. �. _ OUTFALL 4.00 ETL ND IMPAC AREA 24 Sf � y \... EXIST. CONCRETE` I\RUBBLE RIP -RAP \ f PLAN DETAIL SOUTH OUTFALL V. 4' 6' S/W - 12' LANE 12' LANE 12' LANE 12° LANE 1 +0.2 ABOVE B.O.C. +0.2 ABOVE B.O.C. 2' - 2' (TYPICAL) (EXCEPT ADJACENT '" CURB I 2' 2' Tt' CURB TO TURF BLOCK) I 'F' CURB F' CURB �S THICK REINFORCED CONCRETE / /\ 12° STABILIZED SUBGRADE (F.B.V. 50) '///\/// /.\//. / /i• / / / ti B' THICK REINFORCED CONCRETE \ /.\ (98X COMPACTION AASHTO T-180) ___� -FILL COMPACTED TO 98X MAX. DENSITY (98%12' STABILIZED SUBGtiNDE (F.B.V. 50) FlLL COMPACTED TO 98X MAX. DENSITY MIXED TO A HOMOGENOUS MATERIAL MIXED COMPACTION AASHTO MATER) MIXED TO A HOMOGENOUS MATERIAL SECTION T1 o TYPICAL MAIN STREET PAVEMENT SECTION 4' S/W 6' 26' PAVED ROAD 6' 8' S/W 13' LANE 13' LANE +0.2 ABOVE B O.C. 2' ' ° 2' B.Q.C. (EXCEPT ADJAZ& " CURB iiTO EDGE itTO EDGE _ 1' STRIPE 1' STRIPE 'E' CURB CA TO TURF BLOP() � 2% - 2x 8" COQUINA SHELL BASE COMPACTED TO MAX. DENSITY (AASHTO T-180) /\\ 1' SP 9.5 ASPHALT OVER 12- STABILIZED SUBGRAIDE (F.B.V. 50) \i/\�j\\/\\//\\��\\/\\/\\\\��\\��\/�\\�\\/�\\i\\\/ o SP 12.5 ASPHALT (98X COMPACTION AASHTO T-180} FILL COMPACTED TO 98X MAX. DENSITY MIXED TO A HOMOGENOUS MATERL4L SECTION T2 - TYPICAL INDIA N RIVER DRIVE PAVEMENT SECTIO TRENCI CONCRETE RIVER -w ST. SEAWALL � \ PLACE-FL0A1INF�- TURBIDITY BARRIERS R/W NECESSARY - - EXIST. EXIST. 100` R/W _ -`� U.S. HIGHWAY 1 CONST. SILT FENCE 14.00 24.45' 13 00 i 12 00 -_ 1 1 00 VAt6Es 61 TO 10.1 10.00 E N..._. -r.._.. , . -.._, .._o. , EXIST. XIST SIDEWALK 9.00 PAVED ROADw.�. . 8.00 7.00 EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY 5' PEDESTRIAN CROSSWALK �ASPHALT PAVEMENT , 6- CONCRETE � 31.91' 10.0, 10.00 p� Lin 9.00 8.00 7.00.. _, -__ 8�.... 6.00 5.00 COO, A PAVED ROAD REMOVE EXIST, CONCRETE 3.00 THICKENED EI 2.00 , 1.00 0.00 f -1.00 -2.00. -3.00 PROPOSED RETENTION AREA SOD ALL DISTURBED AREAS d6 THICK, 3000 PSI CONCRETE (SEE DETAILS FOR REINFORCEMENT SCHEDULE, SHEET 23). TEXTURE_ SURFACE TO MATCH EXIST. RAMP__ _ INDIAN RIVER LAGOON W- MA, LL I.V W.L 17 Exlsl. curac,KEIE�RRAMP- ZLACE FLOATING SECTION A3 4' 16.00 A EXIST, 100' R/W R/W 4! PROPOSED RETENTION AREA 4' SW 4' .-PROPOSED RETENTION AREA P ! 15.00 _._�..-�>_._..�....._� ...., _:...__ ._ .�.. 14.00 13.00 11.75 1175 ° 12.00 ; .- � PAVED ROAD_ ._...�..,.._� �..__,�... �....m.._,...._„_......._�,........._.,....M.._. �.._,....,.�......,.�....��-. �.�,.- ......_..,..._.. �,._ .. 11.. ' a 11.00_ ..._._ ...» m.._.... _._..... _....... _._... ,.__.. _. »... _ .. .. _ _..o- - - - 10. 00 Ds 10 9.00 8.001-- INV. 10.60' TYPICAL SECTIO C2 8.00 ..._. 7.00 - - _ ._ - - - .._..._._.. " U ✓a v v f 'l � " Jf " J J11/1 .av � ,. 3, , v `" L \ .T ` % J _ L% j ,.� � <I +7 6.00 ..c» ...z o, c,. . a -Q ... ... sz_ o a.. Q. cz z o s�z ct ._t <' rr rr 6 rs.^.a .. cs r� 0 es:., .. o., �.. �.� �.. �.. o rr L r'� I' �- o n.^ ... ,. _... 5.00 µ .. -XIST. G AD 3.00 - 175 LF 15' WIDE EXFILTRATON TRENCH W/ DS -16 2.001._........_..,.___._._........TOP.,.,EL. � EXIST. WATER TABLE EL 3.5t (2") PRRhI.t.Ei 186 LF t2 ~PERFORATED CAPTOP- E� S.0 1 INV. EL 5.5 INV. EL 5.5 .__ 1.00 _.___.,..._.__._ . EXFILTRATION TRENCH B PROFILE AVEMENT MIN. EL ABOVE TRENCH = 9.8'± (12 :3 \ \ �? o0 8" TO 12" COQUINA (SEE DETAIL) w w = d1 1/2" ASPHALT N o STABILIZED SUBGRADE ' J8. TO .12::(SEE DETAIL} 8 Tfl 12- (SEE DE[ kL)' EL. 8.75 h EL. 8.5 �,` ai z �' ,T" ✓ AERAG.1 1 AIR _ f EL. 7.5 BOTTOM: 13.00' ASHED BALLAST ROCK (MIN 50% VOIDS) It AVERAGE: 14.00' POLYPROPYLENE FILTER FABRIC 1 TOP: 15.00' FDOT INDEX NO. 199 TYPE 0-3---J EXFILTRATION TRENCH SECTION EXFIL A z "' AVEMENT MIN. EL. ABOVE TRENCH = 8.05'± 4 8- TO 12" COQUINA (SEE DETAIL) �1 1/2" ASPHALT un, Q STABILIZED SUBGRADE 8" TO 1Y2 (SEE DETAIk) $" TO 1 " (SEE DETAIL EL. 6.75\/iiiiiiiiii�\/i�\/i�/i x xll%ixy%ix\%i�\��ji�\%i EL. 6.5 1ti x3z z Q 1 t E 1 aftpd G El WIM 40 tR %I `141A BOTTOM. 14.00'ASHED BALLAST ROCK (MIN 50% VOIDS) I AVERAGE: 15.00' POLYPROPYLENE ALTER FABRIC _ TOP: 16.00' FDOT INDEX NO. 199 TYPE D-3----/ EXFILTRATION TRENCH SECTION EXFIL B EXFILTRATION NOTE: ALL JOINTS AND FITTINGS PER MANUFACTURER'S SPECIFICATIONS. ALL ANGLES ARE 45' OR LESS. 1 1/2' ASPHALT-} coQUINA vr+�Es 8MIN. - 12' SUBGRADE �1w 4' MIN. EXFlLTRATIoN TRENCH f ` 4' MIN. - A PAVEMENT CONSTRUCTION OVER EXFILTRATION TRENCH t COQUINA OVER TURF BLOCK,3" SAND EXFILTRATION TRENCH T I SII moi" I II I , I �l. �. l ! J !l �. i 1► J. I II I I II Q.. i < a/\ EL 9.5Lo i6o g, VA -1 . EL 8.5 EL 8.25 WASHED BALLAST ROCK {MIN 507. VOIDS)----' BOTTOM: 11.00' AVERAGE: 12.00' POLYPROPYLENE FILTER FABRIC TOP: 13.00' FDOT INDEX NO. 199 TYPE D-3 EXFILTRATION TRENCH SECTION EXFIL C EXFILTRATION TRENCH SECTIONS NOTE: SEE "EXFILTRATION TRENCH - STANDARD DETAILS" (FRENCH DRAIN) FOR ADDITIONAL APPLICABLE CONSTRUCTION DETAILS AND SPECIFICATIONS (SHEET 8) 1 j � 4 � z W 0 O o S w d w V) w o: w r � o ti. I o0 0 =n 0 Z W W ® O U Zit`-'rcN�i ~ow - HZU�UUpm~NU �wo��a�3�ow QHd Z Qa KFfn - U H 3 xo � x � z �wi=��wwZ3�i2 a-�,t>U aK- Jnr =x a33w�03wna. / co 0 V � J 0)q J �, L a� <t cu Q � � ® W O(D o°°WU o=o 00 U CD ® 0mQ Z60w •�- z � t1! ZzW t� g o V� (L N o� ",d Z 0 N a� -T W o W Z o r z u- 2 2 > til z LL_MLL F - WN 0 T Q Z � tiff r FW - vi v V Z O w V) Q 1-- a w U w C) w0 n Z C ~C/)� Hw C/) Z m0Zw L LJ ,Q Q o _ fi >_ r V z ME tENGINEER CERIIFICA77NY O JOSEPH W. SCHULKE FL REG. NO. 47048 O JODAH B. BITTLE FL REG. NO. 57396 ❑WILLIAM P. STODDARD FL REG. NO. 57605 DATE: x1l,- SHEET 7 PROJECT NO. 07-027 i 0 a d OD 0 O 0 N CL 3 w 3 v W W CL 4 s 0 4 N 0 r 0 4" A site plan must be developed and must contain, at a minimum, the following information: 1. Drainage patterns,- See Survey 2. Approximate slopes after major grading activities, -See sheet 5. 3. Areas of soil disturbance, - See sheet 5, and this sheet. 4. Outline all areas that are not to be disturbed, -N/A. 5. Location of all major structural and non-structural controls, -This sheet. 6. The location of expected stabilization practices, -This sheet. 7. Wetlands and surface waters, -Sheet 5, and this sheet. 8. Locations where stormwater may discharge to a surface water or MS4. - See sheet 5 and this sheet. Describe the nature of the construction activity: Construction, land clearing and earthwork for commercial subdivision. Describe the intended sequence of major soil disturbing activities: OInstall silt fence around perimeter of site. Clear land. Construct temp. 6" containment berm on perimeter 2O. Const. temp settlement basin with 8 " ADS drainage overflow pipe with skimmer from retention area to the existing ditch on the north property line Sod swale banks of retention area. 3� Excavate lake, dewater into temp. settlement basin. Sod lake banks of lake. 4� Const. site perimeter berm to contain runoff. 1st step while excavating lake in Q Sod swale banks of Laconia A. After lake is excavated, banks are stabilized and sodded, water is clear and free of turbidity, install perimeter outfalls. Total area of the site: 4.19 Acres Total area of the site to be disturbed: 4.16 Acres Existing data describing the soil or quality of any stormwater discharge: See sheets 1 and 27 Drainage area size for each discharge point: Entire Site = 4.19 Acres Latitude and longitude of each discharge point receiving water or MS4 for each discharge point: Latitude = 27°49'3" Longitude = 80'29'67" Best Management Practices (BMPs) and measures that will be implemented at the construction site and time frames in which the controls will be implemented: The contractor will use Hay Bales, Silt Fence, Filter Barriers, and other BMPs. See detail to left. Time Frames: 1. Place silt fence at perimeter prior to clearing. 2. Place floating turbidity barriers at end of prop. driveway culvert and at each side of discharge pipe. 3. Grade and stabilize perimeter berm at on -set of earth work. 4. Stabilize and sod each lake as completed. Temporary and permanent stabilization practices: -Temp.-hay bales/slit fences/floating turbidity barriers per plan. -Perm.-seeded/mulched,sod. controlled grading and drainage to detention basins. Structural controls to be implemented to divert stormwater flow from recieving waters: -Temp. discharge ditch w/ hay bales -Temp. drains to lake and retention ponds -Temp. berms at lake perimeter -Permanent berming at site perimeter. -Permanent retention swales. -Permanent lake All sediment basins to be implemented for areas that will disturb 10 or more acres at one time. The sediment basins (or an equivalent alternative) should be able to provide 3,600 cubic feet of storage for each acre drained. Not required, less than 10 acres. However, providing: 1. An exist. ditch on the north property line with 65,910 cf storage with hay bales. 2. Upon completion of lake 1, will exceed 3600 cf/acre capacity as a temp. sediment basin. Permanent stormwater management controls such as, detention or retention systems or vegetated swales. -Wet detention and dry retention systems incorporated as permanent BMP for water quality control. Describe in detail controls for the follwing potential pollutants, Waste disposal: -On site waste will be containerized. Offsite vehicle tracking: -Provide hard surface at temp. driveway (coquina). -Regular maintence of adjacent road right of way, including street sweeping, rut repair in non -paved areas. Application rates of all fertilizers, herbicides and pesticides: -None proposed. Storage, application, generation and migration of all toxic substances: -None proposed. Description of the maintenance plan for all structural and non-structural controls. -Contractor shall inspect and maintain all controls daily. -Engineer shall inspect periodically. (monthly, min.) Go Lor 12 00 / LOT 14, / x 7 ,\ t74�745 ? \ \ / / \ 11.A7.60 / c D 00 N L / LOT 15 / '5 X758 6 F s x LOT 11 m oz 070 'y6 63x7.27 ��\5�0�� ,'\ \474 � LEGEND x73 I LOT 10 / Lor 16 SIDEWALK (WIDTH PER PLAN) 12:1 RAMP AT SIDEWALK / /\ \\ \\\\ 706 ( / _ 85 7 m - 6' LONG (MAX) \ \\ SB wf 16 Lor 9 _ _ _ 185 o / Lor 17 / \ -- 7)6359 v O G \ STAMPED CONCRETE SURFACE 08 / 8'TYPE 2, 3000 PSI \ 0.62 123 o TURF BLOCK OR OTHER / / \ z \ 74 6, a.,5 LOT 8 6.66 -_ a to 6.64'- N SEMI -IMPERVIOUS OFF / 78 i L.OT 19rs / STREET PARKING ,AREA North 12.03 783 \ \ LOT 7 EXISTING z \ \s DIS -SIMILAR PAVEM NT MATERIALS -x- 742 7 3 \ � ;�., � �- cv ro ARE FLISH AT FINIS D GRADE / BUILDING /4 \ 64.69 \ m (SAME ELEVATION) LOT 20 76B W 14 / -°22 \ AS A FlgSTPHASE OF C STRUCTION 3.04 7,) 75 EX ' AAE THIS AREA ST ZE SND U d % �x Lor s TYPE 'F' CURB \ A DEWATERING AtND RETENTION / \ \ \ � \AREA/S.POND FOR STOR " 6..i' G R.AP LIC S C ALE a .e.. A< <-A. o�'i� ;�' ` ,6.47 TYPE 'D CURB \ CONTRO ONSTRUCi10 257 \ \ \ �\ 4.68 goo°= o -2.21 �n o EXISTING DRAINAGE PIPE 715: 539 3 i \ \ Lor 5 40 0 20 so iso � En x o .. J2 ' 7 PROPOSED_ DRAINAGE PIPE 2 6 9 161 t § \ \ \ 2 2 1720 6.:5 i k _ 37 WF 11 43x U �1I PROPOSED EXFILTRATION TRENCH � a ' ,.52 \ r6a 7 x?.4, \ Q Q w � x1292��\ �� '' ` \ ( IN FEET) 3.70 x 13.23 {� MITERED END SECTION x1276 87 - \ \ �7 s ' I -�' LOT 4 EXISANG SEAWALL 1 lACh 40 ft. \ 163 \ \ " 5 ' 10' 654„ :\ SNEEIPILE W/ WGOD CAP CURB INLET ZEA>� moo X x�wi-- 13.27 x1291 TYPE 'C' INLET x1265 x13�g pG, Iwo �aJ3= y Q�a�Qao¢Ja N �\ \ 130 612 VSO a wo a¢a f\ 12.75 \ % 13 .7\F- \ 339 \ -. Yk '� u d 5.. f.i 8. \e 0'Y�\ -0.70x a a z 741 'y/ �w a�zwJ< a �� w z N} \� \� A 110l w aK owra \ x�'-< 255 1 ! \\ ITEM Y10'FKDRAIN IP \ x 13.91.P �\ A S D L, .THIS SH€ECS / .�6ppb\ %1294\ x1.£57 \ \� dm� \ \` xJ 0%3.25 0 (1 \\�`460"" .� 7 , o x \ 3.76 0.61 r^ �� X 1356 3 \ x:13 f3. .57 ' S,g-':.> / \/ \ \ , ,� \\ ',; x13 B2 \ 5 5- ,ra / CONSTRUCT SILT FENCE .7..58 x14.06.66 \ \\\ °`y-/.. / �. AROUND PROJECT PERIMETER r �: \" Z � PRIOR TO COMMENCEMENT OF I„� ....,: \\ \ \ \ -233 0) Y G RETENTION POND \BEC FlLLED / \ LANG DISTURBING ACTIVITIES ^' 1351 76 !'VLA �` x1\ \� \ x;223 \ 0.05 AC 1. CY �o / n J W M 4? \\ \\ A IRST E OF CON' UC110N,. PIP HAT \ \ - �� , A\\ �y�� (��/\. \ \\\ TO COLLECT D',DNERT StOR ATER 6 / IX,S�1. 6x Nfv� \ \ �/ /`'�� \ ® Q \\ \° \\ `INTO SETTLE PON y x // 2 BE 7.3^ D \ \ // k "'+ W J N k �,. �- cn x.'6'V'0 1�> �G >Y "i� 13..12 1380 r r 8 x330 ,3 b "9.07 - / \ -/ +��3 �• Z� Y \ (///��`/ \ \ ((JJ YY 9.18 / \ \\ \ ✓ -105 Qi V x13 Bs \ xr4.o4 , �t37 Al 0 0 1 0 0 0 4 x / \ v/ CO Z 73 74.76 0 z.a9 4.2\ 00001.0 00 U4- \ \ \ \\\ X1454 74x \\JY ✓ /�/ b a �"9Np \ / \ ® C_ V /I A V / w 0 %73964.16 o ,48 - \ 12" 131 10.5/ �`k x6544 %745 \\ \ \.y�/9� INDIAN RIVER Q J 139 V//�� \ ® 4 \ ... ... `4 o -\\\ \o 71238 -o.y Bx x518 / xz5 .01 \\ \ / / l n,_ '.g519UTFALL 30" RCP pdG� EXISTING a r 4.UJ 39 4.38 - 9 > / / \ \\ \ �i� a \ // \V. EL.- 0.40 j �o�o. - \ LAGOON ��j N ® o SNC: 1156 }(, x5 /x6.92 \/ /� �O„ \ / \ LAG \J O ♦ .�Z Cr2 \ \ C Cr '\ )4,45 13.78 586 i y. \ FF.. EL 13. - \ pp y 1/1:41 14.35 'e x O ii 1 LLI 14.98 ° 13.10 x 9.83 /6 \\ 7.4\\� V ii �"'� :y B3 Z \ '\ 166.1 '\ <4. . x14.12 '`' 1 '°.:4. 1 \ 14.5 'x14.19 %3 g ' 1n :: \ 74 0 4.2' S0 15.13 �li l b V \\ / / \ k7sB r..• 072 \N��D N `,' ., �. � �"" C-�;a �=. - _ O x \ 14.16 x 5 rM -- ,j5" „ RA r�1RR1 0 757 4 557 4.22 _ - - Oo .. r s _.R0 `7 FE»P�Z-=6.29' S 0.9 TOP OF GRA7E EL 9' 0 c. Cy 4as abs in E' ._ . 9 E 30 __ Ex ca rcxe 1E BENCHMARK 13.6 12.57 N 9h', FL.=237' $ �� O ' \ \ 13.54 i i `"s"4-..c.�. V A a E INV. EL 0.71, .0 x 4 s xi 21 LU - \ DRAINAGE MAh'X� E z43 W. INV. EL. -0.81' 7391 14.12 7.52 \ 7.41x W `U i 4.38 i„ 13 0 X o. E. /MV. 6;i' \ .4.53 4 3 1373 14.20/\/� x \ � EL PA V - 14.02 138 \ �\\ i '`;4.58 4.41 14. 4 ��4. 05 14.0 6 1392 , � li `� / /\ _ 0 a. 71 %� to 14.45 / 14.00 13,92 WJ LJ 74,00 c.os. DR « xt 2 Z �� / / 614 s.s7 \ s _,.j - 14 23 t4.09 <JO AP RENT CONNECTION ANH�OLE BE7WEEA DRAINAGE SYSTEMS -1 / / ♦� 742„/ 1��2 �`i�'��J7., yl Q �I _ 0 7 x610 / 4.8 0.90 M i� m Il. W : x773 �j \ .. Z 46 .53 -LQ x- UJ �/ �{ [' 6.03 /y ♦� \ 141 31 133771 b / TEMPOE PVC D(I \ li. VJ SEED I1, S o rov o a a \ SUBMERGED LAND V Z 0 00000 � Q 14.91 V \ , �� - 4/ A � �"'-Y7/19�''v''p � �' � - 533 1534 14.64 / 4 \ \ O "A� 0050 4.87 } .a4 1510 8 s. \ 5.8 slijp� 00004.0 \ i \ d y c 2 01 1 7 �32 , \' \ 7590 V X 7, c8 %7.62 +1 x 362 X90 r 36 16.05 1s ...... .... ....... .. ... .. ... 1459 ..,eg:,:.... �i--._-JRAINACsE I./ANNOGE:. .04 '.-''� -.5 x:798 \ �.. J .. . - ..... ......::.:.. 16.10 TOP R. 16. LW 15 158 N IN✓ EL=1023 \1, ; p�,: ' h .. ..... .....'.',...'. E ;NV EL.=1057` :\. ...V11�iM0�l� �/F.'.'. .. ...... ... ....... ... ..... ..... `, W. /NV. EL. =10 52 cY l .. .... ' . 'a. 8.29x 0 \ ( m , ' � PLACE FLOATING \ \ 073 5166\ 1 8 \ GQMMERCE : ... , _ TURBIDITY BARRI •- RER 511E BENCHMARK "n ... 25 / 1 " 5 Si 7 1Ll'OFMANHCIEEZ-frof} . .-.f f. -EL':=15.''14' .. - C 3 %75 \ EXISTING \ 15.0 .. \ s.9s ... .... .. ... .. J \\ 47\ ^ \ \ ... ` 869 x11. v` /(\/ ��f \ FF EL: -16.01 " �(;\\ Y Corvc . .. .. \ x /5 \7.79 \ 7 \ ... ... .. 1515 B. ' P 547 x779 Q}5 AD x8.93 X 76.14 V 1649.43 `\ 0 \ \ 86 0 x �� 9 x 9.7ii 8.51 .. .. x1 - \ x152554 4 x 8.56 8.3 x .97 - \i .57 90 TEMPORARY SILT FENCE \\\ z w 01. 9.3X J '_ I "PLACE PLACE SILT FENCE -� SEDIMENT CONTROL BARRIER 4.98 51 ,5\` TEMPORARY DRAVA N .44 '�r \ e l/ '' AT OUTFALL / O - (PROVIDE TEM Y SILT FOR CHAM ER -US � 5 �� / z FENCE DURIN NSTRUCTION 41 �o.6B x879 \ Q 10 \\ O Raw36 807\ o" / h- F- EASTING GRADE \\\ \ U. 6 i \ ° 0» Z c J 0 4 T \ O\ \ 7 3 -'� \ \iD F- 44 �" \ \ / w GRATE EL 9.9' EL, VARIES FROM 9'f TO 8't � V FX ,.6 � � 79� \ ' � o0" � � 75.39 l x15.76 x75 xfT3S -%fO.bO Z 4 x1617 1 4 a9U V p ? _--x551 x � 1.40 x1593 > 5�,. 7.39 \ \ 0'L- .t�„ r _ .i I57 � x1528566 „ ter$9 i `~ ' ' I�' -. x774 \ 3 762 _7 \ \ LO) 15 1 .o1 s' ,-�" �„� �pY3 e 0'; '�„ r, �► f EXISTING GRADE _ 15.6772" �� EXISTING ° �•` \ A v r s / '. tilliYrs) x1074 1Px \V 72 d 'o �.x" 1 wF p1h L7 . �✓=� �\ \ u `yd ey FY... EL 9.26„ a5 ... .. -,� .83 \ ¢72 \ \ 10 �11F-;51k113.91 .. x1 55 10f =4 \{ X %15.20 \ ` .66 .... �? / CONC WAIL \ 7.50 \ \ \ \✓ 1 \ \ b ( 592 1555 EX/sTLNG . CONSTRUCT SILT FENCE\ ANos�APEo B'' \ 211 o - \\ x15G2 x \ eurLDiNc AROUND PROJECT PERIMETER SANo B.4B y 0.. , V 1 b x�9B ��` 820 .y \ ` () x7522 F.F EL.=15.57' wcooslcN-- � 5s78� s.e \\76110 l4� 3 PRIOR TO COMMENCEMENT F 852 o �, w °(�. .... ... ... 14.63 a \\\ .. .. x 9 22 s^ B 39 ev r.- \ 7.44 x 6.36 s T\ 0.73 061J B x1562 LAND DISTURBING ACTIVITIES \ 865 `` 7i2� \ \ a -(�� I- -� CNC PARKINu + <\ - \K 764 C1\ ^� Li. W O �y5 \ � f0•• 7.t2\ \ \� 1k w N h Yi- hHASE 1 BUILvrNG \\ \ 4.0 14.46 871. �4 �y\5 �\V • R� \ \ \ 10 \ 00000 PROPOSED PERMANENT \ �� =1447 :� \�E \ to , i5' RCP DRAINGE PIPE - :.Ff Ec.=i� 02' 1 '� %14.21 \ 0 o a o ZTEMPORARY 8 PVC DRAIN PIPE TO \"""tc _ p�P \ \ \ m wF 2 Wx14.,0 71 r i �P ' ' c00010.ymX 00000 2 z� CONSTRUCTED IN PHASE 1 BE INSTALLED AT EXISTING GRADE TO x15i7 z o 0050 . o x9.64 M 2 J \N DRAIN ADJACENT AREA OF -14.71 x 15.62 54 L \ \ Z STORMWATER. 4.93 73.314.16 uo�c _ ' \ ? ., ,x \_ Z;; \ \ ,: Flo" Q ('RASE 3 00000 \ Q. U662 u\ Z�z \\ \ \ ;2" 2" 410" \ \ \ m TEMP. INVERT / REMOVE TEMPORARY 8° PVC DRAIN 0 0050 0 \ %719 \ \ 7G': ` f '0 \ Q L.LJ `TEMP. INVERT EL 7.0t - - 785 -1 Q PIPE AND GROUT INVERT. EXISTING \ �\ 74 x \ \ \ \ c° bw> C:) Z DS -3 INV. 6.35 W � � \ DS INV. 7.00 SW - BurLOLNG. EXISTING 682 .57 �x7 1&.6B'... \ 86 BUILDING NOTE: F F . EL 9.96.. III \ Y 10„ THIS DETAIL IS APPLICABLE TO INLETS DS -3 AND DS -6 \ 746 \�z25 ro" V - ONLY. OTHER INLET GRATE ELEVATIONS ARE CLOSE TO \ \ \ \ EXISTING GRADE. NOTES: \ \ \ - COORDINATE LOCATION OF TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH ENGINEER. � - COORDINATE STORMWATER POLLUTION PREVENTION PLANS WITH PHASED CONSTRUCTION. SEE '� \ �\ \ T 12MEER C0TIFlCA7101, PHASING PLAN, SHEETS 24 & 25.X v �'� 34�w� \ c v a \ c tN 5. ❑JOSEPH W. SCHULKE !7 ` FL REG. NO. 47048 TEMPORARY 8 ADS DRAINAGE PIPE - � �� \ \\ 5283 FL REG. NO. 57❑JODAH B. eITT57 \ �-' 396 AT INLETS DS -3 AND DS -6 "\. \ ❑WIWAM P. STODDARD FL REG. NO. 57605 N.T.S. DATE: JUL 1.11 SHEET 8A PROJECT NO. 07-027 3 ,,,-POST OPTIONS: �F° .11 ° .11 1 6 rkWOOD 2-1/2" MIN. DIA. ii ° II ° ° ( FOLDS FOR WOOD 2"X4" OPTIONAL POST > PRINCIPLE POST °Y I OAK 1-1/2"X1-1/2" POSITIONS SILT FLOW . POSITION (CANTED 20" ..1. ---50' On Centers (Typ.COMPACT STORAGE As Require(n . STEEL 1.33 LBS./FT. MIN. TOWARD FLOW) �� I ° • 41 • •11 TYPE I. DOT FOR WATERS WITH LOW z o .1 / Sod 11 CURRENTS (NO MORE THAN ONE FOOT FILTER FABRIC (IN FILTER FABRIC I II PER SECOND) AND LIGHT WiNDS: o o 1 Silt Barrier o i CONFORMANCE WITH �J �, � --'" Anchor Bales With 2 » .AN LAKES, PONDS, SMALL STREAMS, ¢, ELEVATION SEC. 985 F.D.O.T. SECTION /// - - - - 2 x 2 Overlap Ends MARSHES. FLEXIBLE TOP FLOTATION NYLON SPEC.) Stakes Per Bale. / SECTION WITH ENCAPSULATED EPS REINFORCED VINYL 50' Max. 50' Max. I FOAM FLOTATION LOGS (6"X6"X4') NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.) /// /// \-Fill Slope TYPE I TYPE III SILT FENCE ; ELEVATION STRESS PLATE (TO REMOVE �L:�c ... _ .. PRESSURE FROM FLOATS) F�0 Liml^ Sod Ditch Bottom Inlet TO BE USED AT SELECTED SITES WHERE THE WATER SEAL NOTE: SPACING FOR TYPE III J_ - - - NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR ��._ ___�--- f= Median Ditch WATERS (UP TO FIVE FEET' PER I FENCE TO BE IN ACCORDANCE -10' (TYP. - - °I SECOND): DEEPER LAKES STREAMS 0 WITH CHART I, SHEET 1 OF 3 AND - - -Silt Barrier _ zin DITCH INSTALLATIONS AT DRAINAGE 50 Max. 50 Max. I Ditch e) r INTERCOASTAL AND TIDAL AREAS. Q 22 z STRUCTURES SHEET 2 OF 3 /�/� .. ... INCLUDES AN ENCAPSULATED STEEL w o Cross Drain II -► -� Flow LOAD CABLE ALONG TOP OF BARRIER TYPE III SILT FENCE I Bales To Bu a „ » AND 8'X8"X4' FLOTATION LOGS. WEAR 1 \ - Anchor Bales With 2 - 2 x 2 x 4 STRESS POINTS ARE REINFORCED WiTH PROTECTION AROUND_,-_ �// // el r�'" Stokes Per Bale. SHIELDS. GALVANIZED #24 DITCH BOTTOM INLETS f 50' Max �5OE Max. TYPE II ,�---- Silt Barrier PLAN SAFETY HOOK Sod ndwall ' 6' Min Y4" TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ. 300 LB./IN, STANDARD Y4" CHAIN TOP LOAD LINE �6" VINYL COATED CABLE EXISTING TREE TF FLOTATION DIAMETER VARIES MOLDS EVERY 6' ORANGE VINYL STRESS BAND CONSTRUCTION FE �`---STRESS PLATE CHAIN LINK OR 5 FENC5/6" CHAIN BALLAST EQUIVALENT E NG OR APP( AND LOAD LINE 1-100' STANDARD LENGTH 18 (OR 22) OZ. VINYL COATED NYLON DO NOT DEPLOY iN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. �" ---- - SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.! Fill Slope STRESS BAND P P LI CATI 0 N S - N .T. S. / I ' ,, Limits Of Construction I SILT FENCE A � 22 OZ. NYLON PVC SLOT -CONNECTOR ELEVATION REINFORCED ViNY FLOATATION DITCH INSTALLATIONS TO BE USED AT SELECTED SITES WHERE THE X o ` ~� d +� STRESS PLATE AT DRAINAGE STRUCTURES NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE TYPE 3. DOT IS SIMILAR TO TYPE 2. o o zo --8 NOTES: EEL OR EXCEPT THAT POLYPROPYLENE / -- 1. SILT FENCE SHALL BE EXTRA STRENGTH FILTER ST DOT c> (- PLACED C SLOPE FABRIC NEEDED WITHOUT WOOD POST BARRIERS EOR FILL SLOPES FiLTER FABRIC IS PERMANENTLY I '--LAP LINK WIRE MESH SUPPORT Woven Filter Fabric In Absence Of INSERTED INTO THE BARRIER SKIRT TO 5 „ CONTOURS TO MAXIMIZE >� '` Established Grass (Approx. 12 x 12 ). 5/6 VINYL COATING CABLE /6 CHAiN MEET SOME STATES SPECIFICATIONS. PONDING EFFICIENCY. Secure Edges By Entrenching And (ON BOTH SIDES OF CURTAIN TYPE III ATTACH FILTER FABRIC ` AND REPAIR FENCE SECURELY TO UPSTREAM SIDE . �::., ' " ' ,:,.., ' Extend Under Bags and Bales. Fabric TO REDUCE STRAIN) GALVANIZED #24 2. INSPECTOF POST ~ ` ''! '" Shall Meet The Requirements Of SAFETY HOOK AFTER EACH STORM EVENT ` Section 985 Of The Standard Sand Bags --- AND REMOVE SEDIMENT Specifications. Cost Of Fabric To Be �.. Included In The Contract Unit Price WHEN NECESSARY. 9" 5 Min. MAXIMUM RECOMMENDED " <p For Baled Hay Or Straw, TN. ',.: STORAGE HEIGHT. , : T�.:,: ':A: ;; .:::: ".;•: ,�.<;+•:;�:: •.'` °�•I• °!• •I• ° •i• ° ° ° •r° •1°iJ NOTE: ANCHORING TO BUOYS AS '" ':a .. ,.:.:.;.,: _`: .:;';•.'' SHOWN REMOVES ALL VERTICAL 3. REMOVED SEDIMENT SHALL - ' • "•. '• ; :: ;..,:.` BE DEPOSITED TO AN AREA ° 3 `-'' ''' ' ' `' ' ' G T I -Loose Soii Placed By Shovel And lightly I �- Loose Soil Placed By Shovel And Lightly BLOW- U P OF FORCES FROM THE CURTAIN, THAT WILL NOT CONTRIBUTE 10 MAXIMUM SPACING WITH Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. HENCE, THE CURTAIN WILL NOT ;�:;,::.;::.::Y: WIRE SUPPORT FENCE, 6' Of Bales. SHACKLE SINK FROM WIND OR CURRENT SEDIMENT OFF-SITE AND LOADS. MAXIMUM SPACING WITHOUT PLAN AN CONNECTION PL CAN BE PERMANENTLY STABILIZED. WIRE SUPPORT FENCE Q STEEL OR WOOD POST- o Rail Post iV �36" HIGH MAX. �� PONDING HEIGHT PONDING HEIGHT o, o = �� - WATER SURFACE FLOW FLOW T 1' Min. Recammen d 5 Typ 1 Min. Recommended - " " CANAL/DITCHBED NOTES: 1. ALL TREES RETAINED ON n SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. 4. FENCE/BARRICADE SHALL BE AUTOMATIC FLASHING LIGHT INSTALLED AT PERIMETER OF (ON AT DUSK -OFF AT DAWN) 100' ALL TRESS OR GROUP OF ON CENTER SHALL BE USED IN TREES TO BE PRESERVED. NAVIGABLE CHANNELS ONLY FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. BUOY ATTACH LINES STANDARD TO SHACKLE CONTAINMENT 5. DO NOT PARK HEAVY SYSTEMS EQUIPMENT ON TREE ROOTS. ,j LIGHT BUOY DO NOT ADD FILL 4" TO 6" 1{^ AROUND TREE. ALL WORK 5' ANCHOR (AS WITHIN THE CRZ MUST BE RECOMMENDED DONE BY HAND. BY THE 5-1 - MANUFACTURER) z z Anchor Lower Bales With 2 - 2" x 2 x 4 Stakes Per Bale. Anchor Bales With 2 - 2 x 2 x 4 Stakes Per Bala CURTAIN Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. - - --------- 4"X6" TRENCH WITH 3/4" MIN. DRAIN ROCK ELEVATION ELEVATION z COMPACTED BACKFILL Application and Spacing: The use of Types I & 11 bale barriers should be limited to the TRENCH DETAIL INSTALLATION WITHOUT TRENCHING conditions outlined in Chart 1, Sheet 1 of 3, Index No. 102 ORIENTATION WHEN INSTALLED TYPE IV SILT FENCE-N.T.S. TYPE IL TYPE I (TIDAL SITUATION -TYPE Ill)-N.T.S. BARRIER EOR UNPAVED DITCHES 3' MIN. I WIRE REINFORCED STAKED AND LOOPS SIZED FOR 1 REBAR. STAKED AND TRENCHED ' LIFT FILTER BAG FROM INLET SILT FENCE TRENCHED SILT FENCE USING REBAR FOR HANDLES. STAPLES INLET GRATE (2 PER BALE) SURFACE -0 STRAW BALE RUNOFF - _ 4" TYP. DOUBLE ROW STAKED SILT FENCE FOR USE AROUND WETLANDS-N.T.S. Anchor Bales With 2- 2" x 2' x 4' Sidewalk---/ Stakes Per Bale. / 0 _ Ditch Ditch --Curb & Gutter �- Curb & Gutter PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLE=TS OR SIMILAR STRUCTURES FRAME U.) WOOD FRAME BRACE .,T .,. --ME VIEW OF FRAME WITHOUT SILT FENCE DROP INLET WITH GRATE ViEW OF FRAME WITH SILT FENCE 2"X2" STAKE FABRIC I on 0 FK z . z m • X �,.. W SILT FENCE INLET PROTECTION-N.T.S. GATHER EXCESS AT CORNERS EROSION CONTROL NOTES All turbidity, erosion, and sedimentation controls shall be in accordance with `Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Manaa_ement.. Reference F.D.O.T. Index #102. EROSION CONTRO L DETAILS NOTES: N.T.S. *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EEAO) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. Y4" BRIGHTLY COLORED NYLON ROPE, EXPANSION RESISTANT - LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. - alp / 4 e, P e .e d°• aIN"' e •dam a•. < - � e: 4 A a ROCK BAG POLY WHATTLES OR GEOHAY SOCK -PIPE INLET FILTER-N.i.S. OVERFLOW HOLES (OPTIONAL) WOOD OR METAL BINDING WIRE /- STAKES (2 PER BALE) 10 mil PLASTIC LINING NATIVE MATERIAL SECTION B - B -�-GEOTEXTILE BAG (OPTIONAL) 9' MIN. NOTES: STAKE (TYP.) t 1. ACTUAL LAYOUT (2"X2"X3/4" RUBBER BLOCK DETERMINED IN I T _ j -STRAW BALE (TYP.) DEPTH=WYP.) THE FIELD. 2. THE CONCRETE WASHOUT SIGN LL SHALL BE - - INSTALLED WITHIN _ 10 mil PLASTIC LINING 30' OF THE TEMPORARY 11 o CONCRETE j WASHOUT FACILITY. PLAN FILTER SACKS FOR TYPE "ABOVE GRADE" WITH STRAW GRATED INLETS AND BALES STABILIZED ROADWAYS-N.T.S. POLY WHATTLE CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. o ry A SUPPLY WATER TO WASH WHEELS IF NECESSARY. 1 DIVERSION RIDGE REQUIRED PLYWOOD, 4'X2' �ONCRETf PAINTED WHITE NASHOUI BLACK LETTERS 6" HEIGHT LAG SCREWS (Y2" DIA.) WOOD POSTS J , (4"X4"X9') CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 2" .12" DIA. STEEL WIRE STAPLE DETAIL WHERE GRADE EXCEEDS 2% 2% OR GREATER ROADW FILTER FABRIC SECTION A -A o i O M n%At / + 5 i �O FLOW STRAW BALES, SANDBAGS OR CONTINUOUS BERM OF EQUIVALENT HEIGHT. NOTE: USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. CURB INLET FILTER-N.T.S. ( LOW TO MODERATE FLOW GEOTEXTI E FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UMTS I (GRAB TENSILE STRENGTH ASTM 0-4632 300 LBS. I GRAB TENSILE ELONGATION ASTM 0-4632 209. (PUNCTURE ASTM D-4833 120 UBS. a I MULLEN BURST ASTM D-3786 800 P.S.I. ITRAPEZOID TEAR ASTM D-4533 120 LBS. I '" I UV RESISTANCE ASTM D-4355 80Y I I APPARENT OPENING SIZE ASTM 0-4751 40 US SIEVE I """• I FLOW RATE ASTM D-4491 40 GAL/MIN./SQ. FT. I PERMITTIVITY ASTM D-4491 0.55 M. MODERATE TO HIGH FLOW GEOTE MLE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS I GRAB TENSILE STRENGTH ASTM D-4632 265 LBS. I GRAB TENSILE ELONGATION ASTM D-4632 20% j - PUNCTURE ASTM D-4833 135 LBS. I MULLEN BURST ASTM D-3786 420 P I. ITRAPEZOID TEAR ASTM D-4533 45 LBY. I ROCK BAG`. IUV RESISTANCE ASTM D-4355 90% I OPENING SIZE ASTM D-4751 20 US SIEVE (APPARENT FLOW RATE ASTM D-4491 200 CAI../MIN./SQ. FI". I PERMIITPM ASTM D-4491 1.5 SEC. -1 SOCK -PIPE INLET FILTER-N.i.S. OVERFLOW HOLES (OPTIONAL) WOOD OR METAL BINDING WIRE /- STAKES (2 PER BALE) 10 mil PLASTIC LINING NATIVE MATERIAL SECTION B - B -�-GEOTEXTILE BAG (OPTIONAL) 9' MIN. NOTES: STAKE (TYP.) t 1. ACTUAL LAYOUT (2"X2"X3/4" RUBBER BLOCK DETERMINED IN I T _ j -STRAW BALE (TYP.) DEPTH=WYP.) THE FIELD. 2. THE CONCRETE WASHOUT SIGN LL SHALL BE - - INSTALLED WITHIN _ 10 mil PLASTIC LINING 30' OF THE TEMPORARY 11 o CONCRETE j WASHOUT FACILITY. PLAN FILTER SACKS FOR TYPE "ABOVE GRADE" WITH STRAW GRATED INLETS AND BALES STABILIZED ROADWAYS-N.T.S. POLY WHATTLE CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. o ry A SUPPLY WATER TO WASH WHEELS IF NECESSARY. 1 DIVERSION RIDGE REQUIRED PLYWOOD, 4'X2' �ONCRETf PAINTED WHITE NASHOUI BLACK LETTERS 6" HEIGHT LAG SCREWS (Y2" DIA.) WOOD POSTS J , (4"X4"X9') CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 2" .12" DIA. STEEL WIRE STAPLE DETAIL WHERE GRADE EXCEEDS 2% 2% OR GREATER ROADW FILTER FABRIC SECTION A -A o i O M n%At / + 5 i �O FLOW STRAW BALES, SANDBAGS OR CONTINUOUS BERM OF EQUIVALENT HEIGHT. NOTE: USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. A f ELEVATION EXISTING TREE TRUNK - DIAMETER VARIES PLAN PROTECTIVE FENCING FOR TREES-N.T.S. NOTES: 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING 1. THE ENTRANCE SHALL BE MAINTAINED IN A io CONDITION THAT WILL PREVENT TRACKING OR 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF FLOWING OF SEDIMENT ONTO PUBLIC EXISTING SURFACE MATERIAL ON BALANCE OF SITE, PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT RIGHT-OF-WAYS. THIS MAY REQUIRE TOP - DRESSING, REPAIR AND/OR CLEAN OUT OF ® ANY MEASURES USED TO TRAP SEDIMENT. O 2. WHEN NECESSARY, WHEELS SHALL BE STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. CLEANED PRIOR TO ENTRANCE ONTO PUBLIC PLAN RIGHT-OF-WAY. / 3. WHEN WASHING IS REQUIRED, IT SHALL BE 06ogWhW DONE ON AN AREA STABILIZED WITH CRUSHED DIVERSION RIDGE STONE THAT DRAINS INTO AN APPROVED 50' MIN. SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION o ti woo ENTRANCE/EXIT-N.T.S. U A f ELEVATION EXISTING TREE TRUNK - DIAMETER VARIES PLAN PROTECTIVE FENCING FOR TREES-N.T.S. 0 S --_IAL T -POSTS OR APPROVED TERNATIVE Q Q 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING � c io 0 0 S --_IAL T -POSTS OR APPROVED TERNATIVE NOTE: ALL STOCKPILES SHALL BE A MAXIMUM OF 25' HIGH. STOCKPILE OF i ERODIBLE MATERIAL NOTE: FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. 11111 l L-A I I 1 SECTION A -A SILT FENCE AND/OR HAY BALES (TYP.) SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE MATERIAL-N.T.S. J Q Q 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING � c io ofof o 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF J o W EXISTING SURFACE MATERIAL ON BALANCE OF SITE, PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT r- o z ' - ¢ V)Lq o k r- -� ¢ ® W W O cz 0W STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. Zo> r� �! J / N T- 0) 06ogWhW ZEN>U ow ORANGE ViNYL CONSTRUCTION ww< � mow FENCING, CHAIN LINK FENCING, �wo��n 28 SNOW FENCING OR OTHER o ti woo SIMILAR FENCING AT LEAST (4') U HIGH AND SUPPORTED AT A Q��=��Wmo� MAXIMUM OF TEN -FOOT (101) L_ -m U ; 0 a 2 rl r 1 00 0 0 Q) / SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION Y' IF GRADED TO DRAIN TO )/2` CONTROL JOINT 3" LEVELING COURSE \ CURB; FLUSH IF GRADED TO MOTH VARIES CLEAN SAND � GENERAL FLUSH ( ) IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', LATEST - DRAIN AWAY FROM CURB . A A TURF BLOCK ASPHALTIC CON(. * Q REVISIONS, BE USED WHERE TIrN AND PE vmmluuo INTENDED BE REPLACED THAT WORDING WHICH WOULDTE OF FPROVIDELORIDA APROPER ND ITS FROM 24 TO 12' a L��. .. ,'; ' � SOD " MIN. 1000 P.S.I. MARSHALL DEPARTMENT OF TRANSPOR A \- a 4 .: •n ,.' , T 6 ( ) UNIFORM CROSS SLOPE TO MATCH . x TERMINOLOGY, THEREBY MAKING SUCH 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' AS THE STANDARD SPECIFICATIONS' IF FOR THIS 4'a a EXISTING AND UNIFORM GRADE PARALLEL ROJECT, IN ADDITION THE CONTRACTOR SHALL REFER TO THE 'EDDY RpRDWAY AND TRAFFIC DESIGN STANDARDS', LATEST REVISIONS, IF WITHIN THAT - i , 4 COQUINA SHELL . (*) COMPACTED MATCH EXISTING PAVEMENT P' I I TO ROADWAY TO MATCH ELEVATIONS ALSO,W / / I SHALL HE A PART OF THE STANDARD SPECIFICATIONS, PARTICULAR SECTION ANOTHER SECTION, ARTICLE DR PARAGRAPH IS REFERRED TO, T HAx /l % Y rTO 98% MAX. DENSITY AASHTO T-180. - THICKNESS. CONSTRUCT 8 DEEP CONCRETE k`�( ) AT LIMITS OF WORD WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR l � c , ,,,�„a-, , ,.., . i .•�r•,••-< ,.�,,.„.. ,,.�../-V.i.„.....�•cr. % D.O.T. TYPE SP 9.5 ASPHALTIC ALL WORK SHALL BE INA ".. / :r . �, n ..•.. •u r.. �...,,k, . F RIBBON HEADER CURB �%\ r. ....<.,> , . i, .%,f. p,.w- ..a' :.,..; r:,•, > .�.. ; CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED T❑ BEGIN WORK, / c8 sa ,{ / :..�, •A : •• „ �.. x .....,.>.+ . /� //// CONCRETE SURFACE; PRIME THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT r E, \`//\\� , \v \\ , ” ”, `\ \v \v w �`/ �' STABILIZED SUBGRADE (*) (F.B.V. 50) � �C SAWCUT TO A STRAIGHT AND COAT ALL SURFACES AND EDGES NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. , r er �o a ,3 ' '4 //\/\ \/\//\//,/ /\,\//\,/ , 98% COMPACTION AASHTO T-180 =_�__ _�_ _ [�= TRUE EDGE TO SURFACING ( / / / ) _ _ PRIOR THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FDR A PERIOD DF ONE YEAR FROM THE DAE DF PROJECT ACCEPTANCE, DURING WHICH ,, °0 � �/ \ ( P ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL HE CORRECTED AT THE CONTRACTOR'S EXPENSE. -, • ",«'• 4' COQUINA SHELL COMPACTED TO �v`� �°� TURF B LOCK \�\ \�\�\ MIXED TO A HOMOGENEOUS MATERIAL 1HE1 I 1—) I BEd (1-1 1-1 I —� I �_� �- �� „98% MAX DENSITY (AASHTO T-180 2 �,� W_I 11-1 I 1-1 I I=l 11=1 I 1-1 11_� REMOVE EXIST. 1- SP 9.5 (T.L. 'C') CLEARING/GRUBBING �{ FILL COMPACTED TO �-1 1_1 I 1_1 1_1 1_1 1-1 1-1 I_ ---- THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF All BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC } '< c��i'T 8" STABILIZED SUBGRADE 98% MAX. DENSITY I PAVEMENT TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED �� cod. NOTE: PLACE 8" COQUINA MIN. INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. FlLL+COMPACTID TO 1, S VA KA 0 BELOW TURF BLOCK WHEN DEPTH OF MATERIAL PER SCHEDULE BELOW GRADING 98% MAXIMUM, DENSITY °4 _ ABOVE EXFILTRATiON TRENCH �� , ,` `%' o �` -1 . � 1 �* TYPE SP 12.5 (T.L. C ) THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF .-v€, -,,, , SECTION A A SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. /)//, — Q o 0,1 Ft.+- FROM THE PLAN CROSS SECTIONS, GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED �// %// // / / �� 8" COQUINA SHELL COMPACTED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE r// %// �// FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/DR TURF BLOCK DETAIL TYPICAL ASPHALTIC C 0 N C R E TE PAVING SECTION �%//�/�/�/!� �� TO 98% MAX. DENSITY (AASHTO T-180) SODDING SHALL BE INCORP❑RATED T❑ ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SDD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE ` (/ ' `(/�� J% REPLACED AT THE CONTRACTORS EXPENSE. I / \� \ SOD, ////�/�///�/' / o Q' ///\ 12" STABILIZED SUBGRADE (FBV 50) SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA - AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS, SDD SHALL BE WELL MATTED SCREEN UNITS TO BE OF HIGH QUALITY, EVEN THOUGH THEY SELDOM ARE �i\\\i\\\/\\\/\� o ,\j\\ (98% COMPACTION AASHTO T-180) WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS, THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE CONCRETE RIBBON/HEADER CURB DETAIL EMPLOYED IN LOAD BEARING CONSTRUCTION. WHEN TESTED WITH THEIR // / / TIME DF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES: THE RECEIVING GROUND SURFACE SHALL BE GRADED TD PROPER �� \�/ MIXED TO A HOMOGENEOUS MATERIAL ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS, UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY, HOLLOW CELLS PARALLEL TO THE DIRECTION OF THE LOAD, SCREEN UNITS INDIAN RIVER DRIVE TRAILER PARKING SPACES ABOVE EXFILTRATION TRENCH y\\r\\/ \ \\/ SHOULD HAVE A COMPRESSIVE STRENGTH EXCEEDING 100 PSI OF GROSS „ „ „ " REMOVE EXISTING BACKFILL MATERIAL �'r . / ✓ FILL COMPACTED TO ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. N.T.S. 1 SP 9.5 & 1 t/2 SP 12.5 1 1/2 SP 12.5 1 1/2 SP 12.5 12 + \\�\\ AREA; A QUALITY OF CONCRETE UNIT COMPARABLE TO "SPECIFICATIONS 8" COQUINA 6" COQUINA 10"t COQUINA AND GRADE UNIFORMLY TO RECEIVE 12"MIN. 98% MAX. DENSITY EMBANKMENT CONSTRUCTION THICK COQUINA BASE COMPACTED TO ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PR❑POSED ROADWAY AND/OR PARKING FOR HOLLOW LOAD SEARING CONCRETE MASONRY UNITS" ASTM C90-75. 12" STABILIZED SUBGRADE 8" STABILIZED SUBGRADE (TO TOP OF FABRIC) 100% OF MAXIMUM DRY DENSITY AASHTO T-180 LOT, BUILDING PADS, DITCHES AND SALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED - FROM MATERIAL CONTAINING ND MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT SOD MUST BE FLUSH TO A SUITABLE ENDURING ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT WITH SIDEWAL SEE THIS SHEET FOR ADDITIONAL. CONSTRUCTION MATERYAL,TYPE 'D' CURB AND TESTING SPECIFICATIONS EXIST PAVEMENT NEW PAVEMENT MATERIAL, UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE 'TYPE 2 MATERIAL', WIDTH PER PLAN PARKING AREA - DRIVING AISLE COMPACTION, 12' COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.&H.T.D, T-180), I - _ 1 (SEE NOTE #8) 2" SP 12.5 - MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS ( / " COMPENSATION, COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION 0.02 FT./FT. TO CURB /J/ 8 COQUINA (PER C.Y,), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION OPER C.Y,) WHEN APPLICABLE. 12" STABILIZED SUBGRADE PAVEMENT BUTT JOINT EMBANKMENT AND BACKFILL MATERIAL ��\�:v ,'' \� \\ .� TYPE 11 WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33 -71a, GRADATION 67) - �`4' TO N0. 4 SIEVE. �r / TYPE 2, SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER, THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, PAVEMENT C 0 N S TR U C TI 0 N SCHEDULE s,�a °� Law °' Pawm� MASONRY, RUBBLE OR THE LIKE GREATER THAN iY2 INCHES IN DIAMETER, 4" THICK CONCRETE MINIMUM. ' On Hi }'Above BeOf Gutter. With Slip Of TYPE 3, SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO, 200 SIEVE, ____�_�- On High Side To u Flush With Lgr Of 3,000 P.S.I. ® 28 DAYS. Curb Or Curb a Dotter. MIAMI CURB TRANSInON TYPE 'F' CURB Future Curb An i 8' ( 1'-6' f�OQe VaflM Gutter Construction e 20' R Or As Shown On Plana STAKING SIDEWALK NOTES, I I I 1'-1 A c •+ f CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE UNE 1'- • Exp. Joint c m •h I exible Pave. STABILIZING 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS` PREPARED BY THE PORTLAND \--"----�"-- i 11 Q 7 Std. STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R, AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO, 310, •• I I C T ' _F 6- Mint PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% 2, SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5 -FEET O,C., A OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. I 3,a0• I ( B 8• O Applies to both high and low Ada of pavement. Tow Ads shown. BASE COURSE AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO, 310, Valley Gutter Curb And Gutter I THE BASE SHALL BE C❑NSTRUCTED DF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN o d 2'-0' CURB AND GUTTER AND TYPE A CURB ACCORDANCE WITH SECTION 9I5 OF THE STANDARD SPECIFICATIONS, FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS PLAN ADJACENT TO FLEXIBLE PAVEMENT LIMER13CK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN GREATER, SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH CURB TRANSITION DETAIL TYPE F ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED SHALL BE REPORTED AT 7, 14, AND 28 DAYS, I I 1'-10' V-2' Note: For use cdjdcent to concrete or flexible pavement, concrete shown. COQUINA SHELL MATERIAL, BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND To AN L,B,R, VALUE WHEN SPECIFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT, 4, CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 98% MAXIMUM DRY DENSITY, a 8' For details depicting usage ntfilladjacent to flexible pavement, ase diagram right _ Expansion Joint, preformed Joint filler and joint seal are required between curb PRIME AND TACK (DAT 5, SURFACE WITH LIGHT BROOM FINISH. �' °/ 7J'Std. 8` & gutter and concrete pavement only, see diagram right. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. 6, SOD ALL DISTURBED AREAS, THIS TW f •tn ELEVATMN T m � 6' Min' _ � Joint Seal ASPHALT CONCRETE SURFACE COURSE CA.C.&C.) 7. RECESS SIDEWALK AS REQUIRED IF BRICK PAVERS CALLED FOR IN PLANS cv TYPE SP 9,5 & TYPE SP 12.5 A.C.S,C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS B, SIDEWALK/CURB MAY BE CONSTRUCTED AS ONE INTEGRAL POUR. \ INLET MATE 3'-0' ry I� ioL 6' 4_� 0f Curb 320, 330, AND 334 OF THE STANDARD SPECIFICATIONS, PROVIDE MIN, B'x8' THK'N EDGE, 3/4"R� I i. 1�4" SECTION AA T;o CEMENT CONCRETE PAVEMENT, CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH DETAIL AND _ � u,� _';"'.i'r2- .: _,_� ., � : i • -. PAVEMENT SECTIONS 346 AND 350, PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS, SIDEWALK B I K E P A TH SPECIFICATIONS �• ,; Conc. Pav t. CURB , e Om vi ":,, :f:` , 8" 1'-B' 1'-10' 1'-2' - i . ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. ;.••;•'.' - . • " r' I I I ' ft.p. Joint And Ed � Edge Of Pavt. PLAN p ` :: """"''Y't`' . .Q �R Preformed Joint Filter Edge Of Pavt. INDEX No. 300. PROVIDE CONTRACTION JOINTS AT 10 -FOOT D.C. MAXIMUM, TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. `I�%I I E t \ E ADJACENT TO TYPE ' D' CURB CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D,O.T. INDEX No. 304, ry 24" -� .� h •.,F � 7}'Std. TYPED 3, 3' TESTING �' THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON tO 8' Mtn° 3' Trane Trona. EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS, TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR MOD. MIAMI CURB DETAIL i Top Of Curbs I I ___„`__� Top Of Curb-�� PAYMENT DN THE ABOVE ITEMS. 14 FT. AND 5 FT. SIDEWALK SOD MUST BE FLUSH -t-� THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS, - - WITH SIDEWALK 5'-0' Gutter- Gutter---� A. EMBANKMENT, GENERAL NOTES PROFILE PROFILE (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF, INTERVALS FDR EACH 12' LIFTS CONSTRUCTED, AND AT ALL EXISTING 0.02 FT./FT. TO CURB , . SECTION BB i. For curb,guttar,and curb and gutter provide >}-� FLARED END STRAIGHT END EARTH SURFACES. i r PRO❑PROCEED \' \ / �y;.t•xs'ak.}y, :yy,•"n:. r ry a �• •x B. SUBGRADE,/��/�\�i �� `' Y' °� r: y' Y-'.; '"::��f1a<<a';Mt-\ \ \ \`'` Jotnta at 10' centers (max.). Contraction joints adjacent to concrete Slops To Flt V SOF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER AS / \�� '�\/ ; tip? `^`r�:i>: `sry1; �'t,� r?<�? . 1�/�//\//�//�/ pavement on tangents and flat curves are to match the pavement _ DH�°W°y CURB AND GUTTER TYPES E & F (1) MIGHT BE NECESSARYLIN)THESEVENTLL BE TAKEN AT OF VARIATIONS ININTERVALS SUBS IL CONDITIONS. (MIN, OF 3 / 1 PER JOB) ~ �` Yf, yF ,rlr 2 \\ ,�\r j 6` 1' 10" 1'-2' CO2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. joints, with intermediate otter not to exceed 1O centers, j I r f'-�' 4 THICK CONCRETE MINIMUM. Curb,gutter and curb &gutter expansion Joints shall be located in .�Q- - � 9" 7• C. BASE, 3,000 P.S.I. ® 28 DAYS. accordance with Section 520 of the standard specifications. _ / _ I''`Cl) F,B.V / L,B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER c l 1� ' P� 71� Std * --I , (MIN, OF 3 / i PER JOB> 2. Ends of Curbs Types B and D shall transition from full to aero - '� 7 Std. m 6' MM• T 1 3/4 R. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. SIDEWALK NOTES, heights in 3 feet. 6• Min, 2'-0• ! 1 / e M D. PIPE BACKFILL, 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE 8'N (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN., AND 'SUGGESTED SPECIFICATIONS F❑R G❑NCRETE AREAS° PREPARED BY THE P❑RTLAND 3'-6` Notes To be paid for as parent curb. AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310. DROP CURB 3/4 E, STRUCTURES, 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5 -FEET Q.C., "R. t° (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE BACKFILL FOR EACH 12' LIFT, AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO, 310, SECTION CC ADJACENT TO EACH STRUCTURE INSTALLED, 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN 2' 2' F. BUILDING PAD, ��--W , 0 .e- I VALLEY GUTTER G. CURB PADSPEC(llED IN DENSITYCTESTCTURAL SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS, GREATER, SLUMP SHALR10,000 SQUEBEE2 T❑F4PINCHESNT OR CAASHT❑ T-1 9)).PER JOB, WHICHEVER IS C❑MPRESSIVE STRENGTH H I13 s ^ " ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR, SHALL BE REPORTED AT 7, 14, AND 28 DAYS, (fyp.) P.V,C. CAP PAVED ROAD/PARKING _ZN CURB DETAILS / SPECIFICATIONS 0 N S ,6 4, CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. :r� CLEAN-UP , 7 , THE CONTRACTOR MUST PROVIDE CLEAN-UP DF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION DF THE PROJECT, THE SITE MUST BE 5, SURFACE WITH LIGHT BROOM FINISH, '\ \\! ^�NvV:�--r , •'cn«"' ,{_,`fie•_= s__? r►vr• J� \� �N�\N''\\ MEDIAN CURB & GUTTER LEFT IN A NEAT, CLEAN, GRADED CONDITION. 6. SOD ALL DISTURBED AREAS. %�/\ i'..r7zl� \ /� /�\�/ ::.:t ,��\ F.D.O.T. TYPE A INDEX #300 7. CONST, 6' THICK AT DRIVEWAYS ;` ;:::.••,• -ia_in lir_ __.=i,i=,ir,'`:;-- DRAINAGE STRUCTURE SPECIFICATIONS '''4' ".q • t�''� r�'' STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE DETAIL AND Z lt7°-\ - -\ -°-\\- - -\-\\\-\\\ \\ \ -"7_//; /77-;/- FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI, ALL REINFORCING STEEL 1Ya" SP -9,5 (MIN.) BUT g . SCHEDULE 40 WHITE P,V,C, 90• BEND--*,, TO BE ASTM A 615-72 GRADE 40, Fy = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71, PRECAST CONCRETE SIDEWALK / B I K E P A TH SPECIFICATIONS SHALL MATCH EXISTING • MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. I PAVEMENT THICKNESS,LENGTH REFLECTED IN BID TABULATION II PRECAST INLETS/MANHOLES UP TO ,%- (MAX). s 0_1 ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TD FOOT DRAWINGS IN THE DEVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS. •EXISTING TRENCH WIDTH 'W' + 4' MIN, _, 1, CONTRACTOR TO INCLUDE NECESSARY P.V,C. 900 BENDS, P,V,C, CAPS, AND STUB -OUTS IN BID, 'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST EDITION, TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. BASE I- REPLACEMENT CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI, SIDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME SURFACE RESTORATION 6' LIMER13CK BASE MISCELLANEOUS CONDUIT MECHANICALLY IN 3 LIFTS AT CULVERT PIPES BUILDER. MIN, 98% COMPACTION INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE SAW EXISTING P VEMENT L❑CATIONS DEPICTED IN THE PLANS, FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSD PIPE JOINTS AND PIPE/STRUCTURE JOINTS, ALL (NOT TO SCALE) _ TRENCH WIDTH 'W' + 4' MIN. _ JOINTS SHALL BE GASKETED. REINFORCED CONCRETE PIPES (R.C,PJ SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS - ' CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS, ADS (CORRUGATED POLYETHYLENE) , • / / / / / / / / / / / / / / / SURFACE RESTORATION 12' SHALL BE IN ACC❑RDANCE WITH SECTION 948-2,3 OF THE STANDARD SPECIFICATIONS. ~ / 4 BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4' LIFTS TO THE SPRINGLINE MAXIMUM 6' LIFTS, To A / / / / / / / / / / / / / / / / / • X. -,� MIN, POINT 12' ABOVE THE PIPE, AND IN 12' LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE _ MECHANICAL COMPACTION NOT MECHANICAL COMPACTION NOT USED FOR ALL BACKFLL, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY THE ENGINEER. / / / / / / / (U/ / / / / / / / / ALLOWED BELOW THIS LEVEL /\\ \\ /\\ ALLOWED BELOW THIS LEVEL //////((I//////// wIL FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALT. PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE 1N ACCORDANCE WITH DESIGN / / / / / / / / / / / / / > SUBSEQUENT BACKFILU MATERIAL SHALL MEET THE SAME REQUIREMENTS � 14 � SUBSEQUENT BACKFILU MATERIAL SHALL MEET THE SAME STANDARDS INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECiFIED ON THE DESIGN STANDARDS, INDEX 199. THE / / / / / / / .. / / / LL) AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE BACKFILLED AND agz ��1. FABRIC SHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND , �� WX I REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY HE } COMPACTED (MECHANICALLY) IN 12 LIFTS, AND THE MAX. ALLOWABLE �� wf BACKFILLED AND COMPACTED (MECHANICALLY) IN 12' LIFTS AND THE IS USED. THE FABRIC SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINUMUM OVERLAP OF24INCHES I DIMENSION ❑F ANY STONE ❑R ROCK FRAGMENTS SHALL BE 2 INCHES. 6 DTHERLAPPROVAYERS EED r/�� I `�W \//\\ MAX, ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED _J METHOD TO ACHIEVE \ \ I'•I SHALL BE 2 INCHES. THE ENGINEER. INITIAL BACKFILU TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, 987, caMPACTIDN\/ `� �o } \�/\\ CONTRACTORS EXCAVATIONS AND,APPROVED BY HE ED MATERIAL OBTAINED ENGINEER �/��, �I k e N��\ INITIAL BACAND MIAYYBE UNCLASSIFIED MATERIAL PE 2 MATERIAL SHALL BE SANDY OBTAINED FROM CONCRETE e m + UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 3000 PSI, BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING 6" MAX. LAYERS ❑R� � THIS MATERIAL SHALL HE FREE FROM WOOD, ROOTS, HUMUS, PEAT, BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING �\/ N �'/ / ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE CACI) BUILDING CODE AND THE APPLICABLE -HAND SHAPED TO PR❑VIDE FIRM BEDDING OF OTHER APPROVED i r+ / \ CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER, BUILDING CODES HAVING JURISDICTION IN THE AREA, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN -HAND SHAPED T❑ PROVIDE FIRM BEDDING OF \�� THE UNDISTURBED EXISTING SOIL FOR THE PIPE, METHOD TO ACHIEVE �,/\,\ � � THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, RECORD DRAWINGS CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1 THE UNDISTURBED EXISTING SOIL FOR THE PIPE. AND AND IN THE JUDGEMENT OF THE ENGINEER, IF THE 98°L COMPACTION , /�\/ f \/��, CLODS, STONES,, MASONRY, RUBBLE ORSTHE LIKE AGREATER CTHAN II IN THE JUDGEMENT ❑ THE ENGINEER IF THE / / � INCHES IN DIAMETER, MATERIAL SHALL BE PLACED AND F H , CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE S❑ILS ENCOUNTERED ARE UNSUITABLE TO ACT AS L ), �// COMPACTED IN 4' LIFTS UP TO THE SPRINGLINE OF THE PIPE, SOILS ENCOUNTERED ARE UNSUITABLE TO ACT AS � �� \ 3¢ INCHES IN DIAMETER. MATERIAL SHALL BE PLACED AND CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS, RECORD DRAWINGS SHALL A FOUNDATION FOR THE PIPE, THEN THE 4" MAX,----_ ` \�/ AND IN 6' LIFTS T❑ A POINT 12' AB❑VE THE T❑P OF PIPE, A FOUNDATION FOR THE PIPE, THEN THE �/ \ ��/ / j COMPACTED IN 4' LIFTS UP TO THE SPRINGLINE OF THE PIPE, INCLUDE BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE CONTRACTOR SHALL EXCAVATE AND BACKFILL LAYERS / r e.,:: ,. / NO MECHANICAL COMPACTI❑N WILL BE ALLOWED FOR THE INITIAL CONTRACTOR SHALL EXCAVATE AND BACKFILL °.°.r.;...:,,.::g,- ,. �� AND IN 6' LIFTS TO A POINT 12' ABOVE THE TOP OF PIPE, PAVEMENT, SIDEWALKS- ' ' $EDD NG MATERIAL WHICH AT 98%. ++': : ' • , , 4° MAX, \D ° ;....: BERMS CURBS P WITH CLASS B I STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, LOT/BLDG., PADS, SWALES, , ; \ N BACKFILL, IF IN THE OPINION OF THE ENGINEER, THE TYPE 2 WITH CLASS H BEDDING MATERIAL, WHICH ,i e., \ N NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS T❑ ENGINEER UPON SHALL CONSIST OF EITHER, ///��// "' MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPP❑RT SHALL CONSIST OF EITHER, LAYERS /� /� `i ° ''i/i�� , BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2 COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT, - - TYPE i BACKFILU WELL GRADED CRUSHED , ( FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE - TYPE 1 BACKFILU WELL GRADED CRUSHED AT 98/, X/ , �, THE CONTRACTOR SHALL BE REQUIRED T❑ HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS, STONE OR CRUSHED GRAVEL (ASTM C33 -71a, I _12' ,_PIPE 12_ MAX, WATER LEVEL 11 �y�,. ""--MAX, MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT 3 BACKFILL, SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC STONE OR CRUSHED GRAVEL (ASTM C33 -71a, E WATER LEVELFOR THE THE CONTRACTOR SHALL OBTAIN AND THESE DRAWINGS SHALL BE PROVIDED IN AN T, C ELECTRONIC FILE AS WELL AS DN SIGNED/SEALED HARD COPIES. GRADATION 67) - J' T❑ NO. 4 SIEVE, ❑,D, ALLOWABLE DURING MATERIAL WITH LESS THAN 3% FINES PASSING A NO, 200 SIEVE. GRADATION 67) - J' TO NO, 4 SIEVE, \ 0. I ALLOWABLE DURING 3 BACKFILL, SEL CT GRANULAR SAND MATERIAL REE OF ORGANIC THE AS-BUILTS MUST MEET I,R.C, UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS BUILTS, INCLUDING CONSTRUCTION TCONSTRUCTION COORDINATES, TYPE 3 BACKFILL, SELECT GRANULAR SAND - TYPE 3 BACKFILU SELECT GRANULAR SAND MATERIAL WITH LESS THAN 3% FINES PASSING A NO, 200 SIEVE. IES STATE PLANE INSPECTION TION MATERIAL, FREE OF ORGANICS WITH LESS - TRENCH WIDTH UNDISTURBED SOIL MATERIAL, FREE OF ORGANICS WITH LESS TRENCH WIDTH _ UNDISTURBED SOIL MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THAN 3% FINES PASSING THE NO, 200 SIEVE, NOTES W' THAN 3% FINES PASSING THE NO. 200 SIEVE.'W' THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE, NOTES A, PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS, 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, 1, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. PROVIDE APPROVED METHOD OF CONSTRUCTION. PROVIDE APPROVED METHOD OF CONSTRUCTION, C. UPON COMPLETION OF SUBGRADE AND COMPACTION, 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL, F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING, 3. AND SHALL HAVE LAPPED AND FEATHERED JOINTSNEW SURFACING MATERIALS SHALL BE CONSISTENT WITH ITH EXISTING MIN. XISTING THK) 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING G. IMMEDIATELY PRIOR TO AND UPON APPLICATION O . F A,C,S,C. , AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN, THK.) H. UPON COMPLETION OF CONSTRUCTION, ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, 4. COMPACTION PERCENTAGES SHOWN REFER TO A,R,S,H.T.O, T-180, 4, COMPACTION PERCENTAGES SHOWN REFER TO A,A,S.H,T,O, T-180. INCLUDING, 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR T❑ SUBGRADE PREPARATION 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER O S IC h - W t- V) Obi p z W W � (5 � -L SJ D U � e0 n(if w Z�_1U 0w H W- Q U p m O W irwo�r-a��-=Now 0OI 4,w¢�SQZZW OJ a C, WwZii w0==wwa�c�w�nr. d= 3 w N 3 w� d o/ // / \ CID W UJ -M �(DJ Q -,! 0._ Q - 0) ® L oN 00.0 '�/ LL. (13) (0 Ldp � CO - V Q � (0 - 00 C,) C 0 Z 0O Q'- ® WoWJ . o Q O(') ' . 2 , ZZ W W117—�o> VJ N V- 0) c1 q=Wo W--. ice" Ca LL_ U) N 1 O Ed j~ ® Z ¢ -I cn Z (3 m LI - LL W X 0' ��>c� W --,W (O I j QQ ZN ` I1l- U VJ v F- -LJ' Z 0Z0 L.J Z _ Z Q QJ 0 J _ — J < LL_ Ld F--- U� W0 V J 0 Ld^ - SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION, COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS, COUNTY PUBLIC WORKS / F.D.O.T, STANDARDS, - BASE TESTING PRIOR TO APPLICATION OF SURFACE CURSE. 6, TRENCH WIDTH 'W' = PIPE O,Ii. PLUS 2' -0'.P -'-G', WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION 6. TRENCH WIDTH W =PIPE O.D. PLUS a, W LLJ U FOR ROADWAYS AND/ PARKYNG LOTS/DRIVEWAYS. (PAVED AREAS) (UNPAVED AREAS) 0_1 >_ I--- —� TRAFFIC/PAVEMENT MARKING NOTES:Sldewa/kCurb 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED N A-' ( Where Necessary) TRENCH DETAIL TRENCH DETAIL o w Q PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF -0-02 _� �� LA_ C) W TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 1 r /2 (Not Required 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 1�3'Min. To Exceed 6' * Ramp Widths For Curb Ramps CR 20 CR 21 CR 22 CR 24 and CRO May Be F D O T TURNOUT DETAILS PER INDEX 515 Q f'� C 173446. , i In Length) Reduced To 3' MTh. In Restrtoted CondttJons When Approved By The Engineer. F D O T SIDEWALK D E T A I L S PER I N D E X S 3 0 4 & 310 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED.( \ 4. STOP BARS SHALL BE 24" WIDE. 2,Mtn� DETAIL FOR TEMPORARY DRIVEWAY t 7 > Z 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC **Lower /ending not required at drNeWayS, parking tots, or Omit Joints On _ CONTROL DEVICES. \ c other areas with pavement cross -slopes less than 2% (0.02 L Curb Ramps Z W 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE ROADS/DRIVEWAYS !f `�� 1112 � m WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA - / & ,1 � CC DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION N0.711. iii/// - - -_ Dr(Se a WJdt l (W )¢, L+-1 ,� G 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC �l�• 2' Min. 14 0 02 %-- (S88 Sheet I J (� SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. J ` �O - R/W Or Easement 7 W ` 0.02 ` Max. UtJN trip I I 51de Street s/ ------1 ------- ------------ -I--- - L-------- L•Q > SIGNS, 9 `- \ p a 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, '\/ 1i IV �X. ��17/* p, f Jo1nt �<!�,`� f'Jol` >_ � 06 ft 2, ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11865. �. - to .. 0 N� \ (t19 to 01-t., d ° n� " � Z WIND LOAD SHALL BE ZONE 3 (80 KP,H,). `J Back Of Sidewalk O For BACK OF SIDEWALK CURB y16,A N� 0 �o I .� c>6' Concrete Drh v — 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. "r _W Ailgnment Varlatlons , t.. OR BUFFER TRANSITIONS LINEAR SIDEWALK RAMPS �e0. J<� to attic �o�aj 2 S1 � l ; a Ane slds»atk -� `� ® Crosswalk width and confJguration vary: must conform to And For RAMP AND SIDEWALK 9 �� 6 �� rte/ ' „�" c� 0 utllity Strip r> ADDITIONAL SPECIFICATIONS FOR WORK .WITHIN A PUBLIC R,O,W,i, Index No. 17344 and iT346. ; .,tri? / �� o (0-41 _ �N CURB OPTIONS See Sheet 4. /,-- L_ _�, S/ � ,r, K• % i, ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN N 4' 0.02 OF� O. S�Std' I Curb---' STANDARDS (LATEST EDITION), STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO, PLAN .t 0& 4', May Be Reduced TO 3' 02 -+ q` ` Oil 5 &' = I _ 4' _ 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) In Restr/cted Condltlons When Of - \s, 1if``l 6 i FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS, AND THE MANUAL Landing N \ Approved By The Engineer r /� Q/�/5. �i2 CR / PLAN ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS CU,S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR rGINEER CER71FiCAflON SHALL PROVIDE NECESSARY M,O,T, AS SPECIFIED IN THE PLANS AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR r N Ramp And Sidewalk Cur PUBLIC WORKS/FDOT REPRESENTATIVE. , 6" S/dewalk Curb 1,12 �_ o� No� �b SNti �'(/� MOD/F/CATIONS OF 'ADVERSE` AND 'MARGINAL' APPUCATJONS JOSEPH W. SCHULKE RdwV. Pave. _2 -1002-1 _ / '" !, 2 ' 0 1 ` l2 \ B �-- 2 M/n. Ful! _ 3, AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT T❑ THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED -'L (Where Necessary) 2 MJn. Full � N :;::;:;,:• o �, c�� Ft.. REG. N0. 47448 IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE, I I O 02 1 Height Curb o f HBlght Curb �� ,per MJODAH B. BITTLE 4, IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT .:Z o T(/ FL REG. N0, 57396 THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ----1_-�+ When Crosswalk Markings Are / 2 Land/ng 'S'?7is, ADDRESS EVENTUALITIES SUCH AS HURRICANES, Requtred, Ramp Runs Must Fall to � Ramp Width (4'MTn. ) 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, ❑WIWRE P. O. 57605D BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE, within Crosswalk LlmJts And DIMENSIONAL M E N S I O N A L FEATURE FOR 6' 4' FL REG. N0. 57605 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY, THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING SECTION AA Parallel With The Projected ,ro ( I CONTRACTOR WILLLNOTIFYNEOF NGINEERI IN ADVANCE BEFORE COORDINATED WITH COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR, CR 26 Crosswalk Alignment Notes A portion of one or both ramps may DIMENSIONAL N A L FEATURE FOR R PUBLIC SIDEWALK CURB G / ( •off -- � = _ -- extend outside the return. �� -�` 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION DATE: itu 6-1-& LOCAL MAINTENANCE OFFICE TO SCHEDULE APRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236, p El Crosswalk wJdths and conf/guration vary; must PUBLIC SIDEWALK CURB WHERE RAMP AND LANDING SHEET B. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. DIMENSIONAL FEATURES UJ 1 ES FOR conform to Index No. (1344 and (7346. TYPICAL PLACEMENT 0 F PUBLIC SIDEWALK RAMPS FOR R LINEA R 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, DEPTH ARE RESTRICTED B Y 10. AT THE END DF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN RIGHT OF WAY 9 ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE, PUBLIC SIDEWALK COMBINED CORNER CURB RAMPS A T CURBED RETURNS PEDESTRIAN TR A FF I C IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE, 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED, NO LANES ARE TO BE CLOSED BEFORE 9100 AM AND ALL LANES RAMPS UNDER CONDITIONS OF INFEASIBILITYPROJECT NO. ARE TO OPENED BY 4,00 PM. (FDOT INDEX ,304) 12. PAVEMENT SPECIFICATION, MATCH EXISTING TYPE AND DEPTH ❑F ASPHALT TO 3 1/2' MAXIMUM., INCLUDING FRICTION COURSE, \�/ \ 07-027 �/ 9 Is ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F,D,O,T, ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS, STRUCTURE INDEX NO, CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE, STRUCT, BOT, TYPE 'P' W/ SUMP BOT,, AND MANHOLE TOP TYPE 8, No, 200,201 TYPE "C" INLET No, 232 TYPE "F" & "G" INLET No, 233 CURBING No. 300 MITERED ENDS No, 272 SIDEWALKS No, 310 TYPE 9 INLET No, 200, 201, 215 DRAINAGE STRUCTURES: ALL MITERED ENDS SOD ADJACENT TO / � VARIES (8' MIN.) LIMITS LIMITS OF OF SOD SOD 5' LIMITS LIMITS ORGE OF ROADWAY�AY OF OF SOD �/ 10 SODJ V MIN. 8' •� � CONST. 3' CONC. EXTENSION PER FOOT 273, FOR SIDE DRAINS ��\X111=�illlriillll,'�`Ii�illlii-� ii-�_,•• •.::. 1 II 1 l CULVERT TYPE PER PLAN SIDE DITCH GRADE „ Bituminous Coating Required For 18J 6" t CMP (Any Suitable Bituminous Material „ May Be Field Applied - 1771„ !61 I 12° 1.,1 Krr '718 Adjustable Curb Box I 17J" ?n___-- (6" to 9" Curb Height) f C " Flexible Pipe Class N oncrete----• -" ' Aluminum Or Corrugated Polyethylene) I (Corrugated Steel Corrugated - 34n1 24'(' �5 134a 12 I 12" I 31" t Note: Cost of concrete and bituminous coating to be Included in TRANSVERSE SECTION contract unit price for either new pipe or Mitered End Section, A concrete jacket shall not be used to join: a metal pipe of dissimilar materials TYPE 9 INLET b3 flexible pipe when the minimum cover required in accordance with Index No. 205 cannot be obtained. DISSIMILAR TYPES CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS NOTE: A 20' LENGTH OF CMP MUST BE USED AT ALL OUTFALLS IF RCP OR ADSN12 PIPE IS USED ON-SITE, UNLESS ADS PIPE IS PERFORATED AND TOP OF PIPE IS 2 FT. BELOW WATER LEVEL. .l (-III-11 f=1 1+=11=T(I-1I I-1 1-- - ... JI s,R r 1-1 1=f I III I -4" �I II 3--4- 1 111=1 i 111 Illli 1111 II l l i l II I I I �6� =1 I-1 I-1 ITL I -1 I f=1 I I_I i( III -1 I I-1 I I-1 I N 2�. 3'-4" .- 5 3/4" 2'-3 5/8" 5 3/4" BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272, 273 AS °',a M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS'�� 4 • o, a • ��0 O CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., 1� ! NOTE• > a TRANSITION FORMED METAL BAND) ETC. DEPEND ON TYPE AND DIA. OF PIPE. I I' _ ZGRATE C ( MODIFY WIDTHS AS O SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 a REQUIRED PER PIPE 1 CROSS DRAINS: FDOT INDEX 272 a 2 1/4" »4 SIZING. MITERED END SECTIONn CLEAR N. T. S. ■ ( z' -o" I 4 W • 1 0 G Varies Joint Woven Or Non Woven " lit, Fabric in. in Type D-3 (See Index 199) Securing Device ELLIPTICAL PIPE Vorles Joint ' « Woven Or Non -Woven Min. Fiiter Fabric Securing Device EWPTiCAL PIPE SHOWN ROUND PIPE ISOMETRIC VIEW PIPE SECTIONS Cost of filter fabric jacket to be Included in coat of pipe culverts. FOR ALL PIPE TYPES -- CONCRETE PIPE SHOWN FILTER FABRIC JACKET t 2'-4" A I < •4 2"I I N In 0: d LT --TJ_� J 8- a�-!� SUMP BOTTOM '-� <dg 1 1 L1 AS PER F.D.O.T. - INDEX No. 285•■ �I-12'- Z`m TYPE "C" CAST 1--. 4Q , a • a- IRON GRATE o 4 ffl. a Approx. Weight 235 Lbs. PLAN VIEW SECTION TRAFFIC BEARING TYPE ' C ) INLET DETAIL r - 5'-4" CIPL 3 yam- 2" Cl. (Typ.) 4 8 5'-0" Precast 6 c in .J 3 ser ' ®� !� /22 Spaces B �I MIn. s 2° CI•_ -T= %13 �-- % fl = - fl=- --�- L 5 x 3J x 123 Bars it - Z -Pipe G 8 4'-0' ( 8° CIPL I 1 {,� �N I ( II y� 6" 4'-0" �I6" Precast 1�" I ^Extra *4 Bar ( I 8" 4'-10" 8° 1 eS M r c� Each Side And Q A '� Eye Bolt A L.- o N See Index 201 �'^- t (\ Above Pipe I ` Eye Bolt OpeMngs I\ j 3" CI Q See Index No. 207 M C1 3" Cleary Masonry Seal A A SECTION CC m a -4- � I ( I For Precast Inlets p. . >� Sea index 201 L I 'n a V 8 ( TYPE F SHOWN, TYPE G SIMILAR) I i i D r 1 PLAN PIPE OPENING SCHEMATIC -011 5" CIPL -Y- a Jl- N 1t-- 4` 3' -On 3" Precast SECTION DD L 5 x 3b, C D in chamfer Or Radius �, „Ir" Chamfer Or Radius 8� STEEL GRATE 3 ,r Hartz. Wall i- -i- -II a - �2 C/ PLAN 5 Steel ateBDecking, Weight 630 Lbs. Main Bars 5 x n " ' ®'- " Intermediate Bars /�" x 4" , Reticullne Berra /#` x �° Ufting Loop , Reinforcing G -4y, 4'-10" % _ 6" 5'-4" _6 (See Table �" e Bolt Grate 51-30 __ __ Grate 4 -8 I E - ,r, o See index ; i _ ( Chamfer Or Radius f Typ. l CIPL _ 8" - �- " y ;S �� 3" Cry f" Chamfer Or Radius ( Typ,) No. 201 a �► Precast 6"1 "r " , ¢ fi a� " PCIPL recast - t_ 3 Clear 3 Creat r4- o � � LL, � a � "1 " 2,_6„ 6n Prosy 5�" � yrs i # *4 Bars o -� y 02 d 3° y # �- - 4 Bars o !2° Ctrs. _*4 ® " c o 4 Bars O . 12 " CG dI l2 Ctrs. Bars- o /2 s. y ti ? a , 12 Ctrs. - N'1 8 " 8" Haunch Shape I 2i " C/. ,)r e Opt/anal m, to c # n u v o I��IjIp 3rr Cl. a- 3 Cl. -��! ii --• -•- 4 Bars O N Ctrs. (8 Slab) *4 cors o a -. = Q1 Or 8" Ctrs. ( Precast 6" Slob) 12" Ctrs. 0 SECTION 88 ` _8" _ 5'-0" I _ 8". '2- H SECTION AA 0 4 Bars o 0 a -O y # tzmc m 12" Ctrs. - Hortz. Wail Re1M. 3" CI. I� Hartz. Waif Re1nf. �I I 3" E y & Sod` 3'-10 -I 1 -� (See TablT1 �"�i y�'' o (See Table 2) Ch Cl e ,ryi" •I� � Q n N L 3 x 3 x 1\ (t8 Spaces, l9 Bars) C� *4 Bars O 0 I_ ,"', o } SECTION CC *4 Bars o /2" Ctrs. • 12" Ctrs. *4 Bars o /2" Ctrs. 111 • v 3 ❑ 2' inlet SSoyd #' Notch Permitted Vl 1 G 7 (AManufacturer)? The o SOD ONLY t 3 x 3 x t ( Pov Sod 6}i Inlet CY Sy D SECTION DD *4 Bars v 8' Ctrs. ❑ G 0.43110 HORIZONTAL WALL RE/NF. SCHEDULES SECTION AA SECTION 88 2' F 0.34 9 *For Estlmding _ TYPE F INLET (TABLE I 1 TYPE G Purposes Only L3 x 3 x D� WALL I SCHEDULE AREA MAX. SPACING I GENERAL NOTES STEEL GRATE C DEPTH) (1nQ/ft) BARS J WWF \� Sod 0'- 4` At2 020 12" 8" I 1. These inlets are designed for use In ditches, medlars, J. These Inlets may be used with Alt. 8 structure bottoms, 3" Concrete Pavement Steel Gmtng, Straight Bars 3o x " . pavement areas, or other areas subject to heavy wheel Index 200. The inlet and bottom combinations are to be PAVT. AND SOD Retlouline Bars 2"x f 41- 7' A6 0.20 6" 5" loads, minimal debris, and bicycle traffic. This Inlet may paid for under the contract unit price for Inlets (DT Bot) 71 be l2' 85.5 0.24 5 " 5° be placed /n areas subject to ooacstonl pedestrian t Type F (or G)) l J Bot, Depth), Ea. Notes: C F 1 traffic such as landscaped areas and pavement areas YPL T 12' - 15' Special l 0.267 5" 4" where pedestrians can walk around the Inlet. When 4. For supplemental details, see Index W. I. Pavement and/or sod to be Used only where Inlet Is placed in areas subject to b/oyle traffic, Install called for In the plans. TYPE G INLET ( TABLE 2) filler bar when clearance or gap Is greater than i" 5. All reinforaing Grade 60 bars with 2" min. cover unless 2. Cost of paving to be Included to oust of Inlet. WALL SCHEDULE AREA i MAX. SPACING as shown In Index 2/8 Inset B. otherwise noted. Bars to be cut or bent for I clearance RECOMMENDED MAXIMUM PIPE SIZES I DEPTH I I (IO2/ft) I BARS I WWF I around pipe opening. Provide one additional 4 bar above PAVEMENT AND SODDING 2. When alternate G grate is specified In plans, the grate and of each side of pipe opening, as shown. INLET INSIDE WiDTH PIPE SIZE 10' - 3' A/2 0.20 /2" 8" I Is to be hot dipped galvanized after fabrication. 2'-6" f Type F) l8" J'- 7' A6 0.20 6" 5" 6. All dimensions are for both precast and cast- In-p/ace 4'-0" (Type F) 30" 7'- 10' B5.5 0.24 51" 5" Inlets unless otherwise noted. I /0'- /5` C6.5 0.37 6 " 6" 4'-10" / 5' -On (Type G) 42" Note: Recommended sizes are for concrete pipe. 2006 FDOT Design StendW& ( R= I Sheet No. Sizes for other types of pipe must be verified for fit In accordance with Index No. 201. For DITCH 80T TOM INLET 07/01/05 1 of 1 larger pipe sizes see Note 3. 233 0 TYPES F & G --FINISH GRADE I MAYBE BE OFFSET D COVER ° II -• ° ADDITIONAL REINFORCING ° -''"p 1 p BARS REQUIRED AT THE A v OPENING IF SLAB TOB y ;• _� TRAFFIC BEARIN a »w '° j °..' ❑1313❑ SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES SHORT -WAY LONG -WAY SLAB SCHEDULE DEPTH SCHEDULE DEPTH I p� pp SIZE: 3'-8`IUNUMITED I C I tans -40 ( B REINFORCING SCHEDULE ic----I- - - -._ _ -Z z --1`Optiona1 Key _JJ'_ Thickness Of 5 eo '. p ° ' ' 13 O 13 ❑ ° I I I I GRADE 80 STk�L Structure Wall ❑ 13 ❑ ❑ SIZE 4'-O'IUNUMITm OR `�►� jj�� SCHEDULE oks P•r,ettEed 10 Draft A • ° 0 0 13 13 / 2aS<1 k0.5`4 3C 85 KSI (w i FABRIC p, 3'-a' Fronts - w Y ° •► • •0.. • 13 O ❑ 13 0 13 eb. I i�9_ 34•-40• 11 - In */it _.. TOP VIEW `��' SECTION or 3'-a' a Note: See Slab Designs Index 200. D .° Sim Via, I I I TYPE 7 104 T IPE INVERT ° 1a t 6 q� �� all "" �■� ° D ° ✓ PICKH13LE SECTION °ta5< �� 5'16' tea C MANHOLE TOPS 16' 8' 4'-0' MINIMUM AS REQUIRED 8' 6'I U.S.F. DWG. NO.410, OR I < EQUAL MANHOLE COVER, yV_ LETTERS MARKED 'DRAINAGE' ` I (Type A Or 8 Riva OR 'STORM'. I 0 � (� -� Z 130 ELEVATION TOP VIEW SIM. a'IT I Type A or B Riser o 3 P\ zea <�3• taa'<�3•• C 2 Additional Bars A I Bare A Short Wa NOTE, s<14 <22• (See Section B -8y = 2- #5 Hoop Barn C7 C', O O 5" O. C. - (2 Lap Splices Permitted) W lu 1, 3/4' CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED. < 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BOTTOMS, TYPE P AND J, F,D,O,T, Imo, 4+u" D Perpendicular Bare A #5 Hoop Bar Q STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, FXXI.T, STANDARD INDEX No, 201, "'-"' . F (See Section A -A) _ •4 Hoop Bar 3�_g■ Q� � - x V Q A A 2 Additional Baro 8-- -+-12 --- g O Q U O TYPICAL DRAINAGE JUNCTION MANHOLE I �� 5'16' , L � � _ r �o O 5 Max. 0. C. Ea - ta5'�' los•«• e I +•r0 Side Of Opening < Placed OnTop0 � I - - - 39•-40• C I Reference Axis ", w 4 N 0 x op 2 Additional Bare A w z o} Bars A And B At 45` ------ 0 5" 0. C. =�w�vwomzr0 i �wo�~aJ~oNW SIZE 5'19' Bare B Lon Wayy a = a w oz Z < Parallel Bars B (See Section A- See Section B -B: W Q = o z z o g las<3 2Q,g<32 B ( o= o Q� s e 34-40' C Lb TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM 3� =oo�o m o I I I 1$ (ALL SLABS 6' THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) o ©� �W o r F $^ =W w to ov $ * » v 68. X-6" (TYP•) WALL DESIGNS - RECTANGULAR STRUCTURES v $ 4 O 12 BW 04 O 12' BW o o - (Horizontal Bars I I o (Horizontal Baro _c x VERTICAL REINFORCING HORIZONTAL REINFORCING m- 6 v are A 3°-8` - Continuous Around] ®$ Continuous Around z.5 m i8 Qr Camera For m ZS g� Comers For WALL SCHEDULE WALL SCHEDULE I � � 4-0•- 8' CD Rectangular Riserap B - 6" Rectangular Rlsere) �v o U �Z�, u p n ❑ DEPTH ( DEPTH I _ 2-Extro * 4's rii° ■ee CD O 0 0 0 0 0 00000= O 0 0 SIZE. 3'-e" *SEE NOTE BELOW ( c `Bare B Each Side And = Vertical W I Reinforcing c J 0 U t .17-40 A 2LiT-4G B $ 8. Above Opening 9 $ ct 04 tt) o o (Sea Table ■ CM c. 00000 0 0 0 0 0 ;� SI4'_0' I ,� t04' O 12" O.C. °� 0 1° (� a RetnforcTn LL' a C rtlr-4B I A tt.17-40 I B o s II 11 Each Way o /�t � Horizontal Wali Reinforcing a _ ° II !see Note) --(See Table) a X n 'b 11 11 11 n SIZE 5'-0" m °I o o LII m O CD .. a t1.11f-40• A k1Bre4f I J e SIZE: 6•-O" . / Li_ to tt1Y-,10' A ti < Bars A/ Bars B Bars A -Bare B Z .� . I - � o 13 2 u n1 ( SIZE: T_0« I _ v ALTERNATE A ALTERNATE B Q � 00 = - e * 21.17'-4O• A 2 �' SECTION A --A SECTION B -B ' OO U O r I(JI '(jI ((( l c + NOTE: When the inside diameter of a round structure is NOTE: Provide extra reinforcing each side of each in O •� ��.r'�. -�° 130000 00o00 .�.�,.,�.�...p FLAW UNE OF I 1'- 1 / 9 9 w O W-) -MODIFIED MCMI CURB SIZE: a°-0' not more than V-6" larger than the opening in at 3" maximum spacing equal to half the area of vertical ® o m Q 00000 I(1I 77 the riser or top slab, the top of the structure retnforcment removed by the opening and provide the 00000 = ..� f.. t , 77.77-4a A z1,i,l� g opening p 1 or riser shall be constructed according to the same area of reinforanalt above each alio of 3` C7 O O ,`,.._p 11 n rr rr ,FAVEMQ�T 1 ter'< I "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. ® Z LLI D• 11 2a -W F 1 SIZE: 9'-0" 'D ' NOTE; 21.1;"-4CY A 2. 1a' C GENERAL NOTES�l O OF GRATE IS 2' I I I I 16'< ZZ' D '�+ F - BELOW E.O.P. GRADE J 2Z^�r' F 4 Q r . p• ,'� .. 5117= to the inside length of a structure wdf.- Q � N qt D•. ° 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and S-6" 6. Structure bottoms may be used in conjunction with curb inlet 10. The comer fists shown are necessary for rectangular structures used with circular _ ? • square (Alt. B) are designated Type P. Larger standard structure bottoms tope Tres 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless risers and Inlet throats and used on skew with rectangular risers, inlet and inlet O W O • th t slab VIEW are designated Type J. Risers are permitted for all structures. o cocas shown in the plana or other standard drawings. Alt. B structure throats. Fillets will be required in ,leu of the bottom ab of the Alt B riser when W � - t' - NOTE:NOTE: bottoms may be used in conjunction with curb Inlet Types 7 do 8, or used with the Alt A box. Each fillet shall be reinforced with 2-#5 bare. Q = ••` 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard (V TOP OF CURB GunER GUTTER FLOW UNE ALL INLETS TO BE of non-retnforced concrete or brick or reinforced concrete. Precast and drawings U.S.F. NO. 5106 DBL CAST IRON FRAME ~'\_ 1-1/2' rectan uiar structures (Alternate B) shall be constructed of reinforced 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on O OR GPATF. OR EQUAL '`` FINISH GRADE DOUBLE GRATE. Index No. 201. z Y �- - - concre a only. _ �- W O i 7. Rectangular structures may be rotated as directed by the Engineer In order +.r ou ° to facilitate connection. between the structure wells and storm sewer pipes. gjRg.. :tk. 3. Wail thickness and reinforcement are for either reinforced cast -in-place 12. St;?tutee with depths over 14' are to be checked for floatation by designer of ® Z Q J • / or precast concrete units except that precast circular units max be furnished prot drainage. Z- U U- 00 with walls to accordance with either A.S.T.M. C-478 (up to 96 diameter) CD m _ or A.S.T.M. C-76, Cissa --"•, B Wall, modified where the elliptical steel cage 8 Except when ACI hooka are specifically required, reinforcement top and slab Z LL shall be straight embedment. 13. Unita larger than specified standard may be substituted at the contractors option H area Is placed in the center one-third of the wall. when these units will not cause or increase the severity of utility conflicts. Such W CK zz" x 44" sQR. ( larger units shall be furnished at no additional cost to the Department Larger Ld W 4. Top and floor slab thickness and reinforcement are for precast and cost in " B place construction. Top and floor slabs shall be of Clava -- 9. All at" bars shall havbbf minimum cover unless otherwise shown except for Alternate A units cannot replace Alternate B units without approval of the UJ `J U N concrete. Concrete as 8peCifled in A.S.T.M. C-478 (4000 at) may be precast circular units manufactured under ASTM C-78 or ASTM C-478, Horizontal Engineer. This note applies to this Index only. (� 4'-6" MINIMU OR LARGER steel in rectangular structures shall be lapped a minimum of 24 bar diameters used in lieu of Class and Class �� concrete in precast t ane manufactured W AS R 6bIREo in tants which are under the 'Standard statin Procedures for the at comers. 1 -1 I P Operating 14. For manhole and junction box tops, for frames and coves, and, for supplementary V z inspection of precast drainage products. details ase index No. 201. � Q � 5. All reinforcement shall be A.S.T.M.A615, Grade 60 or 65 KSI welded wire STRUCTURE BOTTOMS PIPE DIA I I I ( PIPE Dyt fabric, either smooth or deformed. TYPE J AND PT� ul z -- AS PER PLAN I I I PER PLAN - , y - N FLOW UNE _% ,L~ ~ lV) T 1 BOTTOM ELEV. ""� I I ) •---I - ♦ � r W -� p• . yl 1- NOTE: ELEVATION " t. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P- OR -TYPE J', IN ACCORDANCE - WITH F.D.O.T. SU.NDARD INDEx No. 200. TYPICAL MODIFIED MIAMI CURB INLET (DOUBLE GRATE) N. T. S. J- inlet Or Manhole (Inlet With Sump Shown i Coupling Bond Bituminous Coating (Field Applied) i 1, ✓..-Filter Fabric Envelope `g Ir r-� • v No. 4 Coarse Aggregate, )' No. 4 Coarse Aggregate Filter Fabric Envelope - „ �B Typ 4, 4' Perforated Pipe _ 8'Nortperforated P/pe ( 8'Nonstotted Pipe Slatted Plpe Weep Hole -1 Paid For As French Dran ,12" Dia Paid For As French Dmin Sump - I' Below Trench Bottom METAL PIPE/r "Galvanized Hardware Cloth CONCRETE PiPE # / Sumps Are To Be Constructed Unless Excluded in The Plans. ...///"" Weep Hole To Be Constructed Only Where Called For In The Plans. No. 4 Coarse Aggregate 2'X 2'X 2' For Additional Sump Bottom Information See Index No. 201. Filter Fabric LONGITUDINAL SECTION __ Steel, Cast Or Ductile Iron Sleeve. C Only Cast Iron And Ductile Iron \ Sanitary Sewer And Cast Iron, �\ Ductile teMaine. + And el Woter Mains Will Be Allowed To Pass Directly Through \ 6" French Drofn ( Without Sleeve). (Min.1 I Uttllty Plpe r--�--------4- - 1 3' (M/n.1 r ROUND PiPE SHOWN UTILIITY PIPES THRU TRENCH Overlap / er Plan/Details Filter Fabric 1 Envelope No. 4 Coarse °/ \ f- Aggregate 4 Varies, As Shown In The Plans. 2' Mn. i' Std. 1 P/pe OD =1 1' Std_ - Per Plan/Detalls ROUND PiPE SHOWN STANDARD CROSS SECTION (ENLARGED) FRENCH DRAIN SYSTEM EXFILTRATION TRENCH - STANDARD DETAILS (FRENCH DRAIN) V ! l) ::) 0 z GENERAL NOTES 0W Q z Q I. Pipe atoll be any of the optlonal types permitted In Sect/on 443 of the Specifications unless otherwise restricted in the pians. Dissimilar types of pipe will not be permitted Q U In a continuous run of pipe. 2. Concrete pipe shall be placed with the slots positioned on sides. Q �' W J. Alignment Joints are standard ( gaskets not required). Recarrugatlon of metal ptpe LJ W U ends not required. LIJ 4. The oontrootor may submit other methods of providing slots having equal or greater area In IZ of opening, for approval by the Engineer. 5. Filter fabric shall be Subsurface Drainage type meeting the requirements of Section :945. All filter fabric Joints shall lap a minimum of one (I) foot. 6. The standard cross section shall be constructed unless other sectior(s) described or detailed In the plans. 7. For supplemental details see Index No. 280. 8. The contractor shall take the necessary precautions to prevent contamtnatton of the trench with sand, slit and foreign materia/s. U 9. French drains following the typical cross section shall be paid for under the contract® ,�� W unit price for French Drains, LF. The unit price shall Include the cost of pipe, pipe plugs, pipe fittings, coarse oggregote and filter fabric in place, and the cost for trench excavation, bookflll and compaction. The unit price shat! also include the cost for disposal of surplus excavated materials and cost for restoration of pavement removed or damaged by french drain construction, but shall not Include payments for Items paid for elsewhere. Q F-- �> z M z w W ,Q Weep Hole V)z W 1211 Dia. ®Q O Sump - 7' Min. Below pipe � � � Or Below Trench Bottom As Applicable v /Nr11',ii!hill,l! ,i 1AW :_ 4 n Galvanized Hardware Cloth \ No. 4 Coarse Aggregate 2'X 2'X 21ENGINEER CER77f1CAT10>N� ❑ JOSEPH W. SCHULKE FFL REG. NO. 47048 Filter Fabric ❑ JODAH B. 8MLE FL REG. NO. 57396 Sumps Are To Be Constructed Unless Excluded In The Plans. ❑WILLIAM P. STODDARD Weep Hole To Be Constructed Only Where Called For In The Plans. Fl_• REG. NO. 57605 For Additional Sump Bottom Information See Index No. 201. DATE: SUMP/WEEP HOLE DETAIL SHEET FOR USE ON ALL INLETS/MANHOLES 10 ADJACENT TO EVILTRATION TRENCH, AND OTHER STRUCTURES PER PLAN PROJECT 01-0277 � k Q ic----I- - - -._ _ -Z z --1`Optiona1 Key _JJ'_ Thickness Of 5 eo '. p ° ' ' 13 O 13 ❑ ° I I I I GRADE 80 STk�L Structure Wall ❑ 13 ❑ ❑ SIZE 4'-O'IUNUMITm OR `�►� jj�� SCHEDULE oks P•r,ettEed 10 Draft A • ° 0 0 13 13 / 2aS<1 k0.5`4 3C 85 KSI (w i FABRIC p, 3'-a' Fronts - w Y ° •► • •0.. • 13 O ❑ 13 0 13 eb. I i�9_ 34•-40• 11 - In */it _.. TOP VIEW `��' SECTION or 3'-a' a Note: See Slab Designs Index 200. D .° Sim Via, I I I TYPE 7 104 T IPE INVERT ° 1a t 6 q� �� all "" �■� ° D ° ✓ PICKH13LE SECTION °ta5< �� 5'16' tea C MANHOLE TOPS 16' 8' 4'-0' MINIMUM AS REQUIRED 8' 6'I U.S.F. DWG. NO.410, OR I < EQUAL MANHOLE COVER, yV_ LETTERS MARKED 'DRAINAGE' ` I (Type A Or 8 Riva OR 'STORM'. I 0 � (� -� Z 130 ELEVATION TOP VIEW SIM. a'IT I Type A or B Riser o 3 P\ zea <�3• taa'<�3•• C 2 Additional Bars A I Bare A Short Wa NOTE, s<14 <22• (See Section B -8y = 2- #5 Hoop Barn C7 C', O O 5" O. C. - (2 Lap Splices Permitted) W lu 1, 3/4' CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED. < 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BOTTOMS, TYPE P AND J, F,D,O,T, Imo, 4+u" D Perpendicular Bare A #5 Hoop Bar Q STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, FXXI.T, STANDARD INDEX No, 201, "'-"' . F (See Section A -A) _ •4 Hoop Bar 3�_g■ Q� � - x V Q A A 2 Additional Baro 8-- -+-12 --- g O Q U O TYPICAL DRAINAGE JUNCTION MANHOLE I �� 5'16' , L � � _ r �o O 5 Max. 0. C. Ea - ta5'�' los•«• e I +•r0 Side Of Opening < Placed OnTop0 � I - - - 39•-40• C I Reference Axis ", w 4 N 0 x op 2 Additional Bare A w z o} Bars A And B At 45` ------ 0 5" 0. C. =�w�vwomzr0 i �wo�~aJ~oNW SIZE 5'19' Bare B Lon Wayy a = a w oz Z < Parallel Bars B (See Section A- See Section B -B: W Q = o z z o g las<3 2Q,g<32 B ( o= o Q� s e 34-40' C Lb TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM 3� =oo�o m o I I I 1$ (ALL SLABS 6' THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) o ©� �W o r F $^ =W w to ov $ * » v 68. X-6" (TYP•) WALL DESIGNS - RECTANGULAR STRUCTURES v $ 4 O 12 BW 04 O 12' BW o o - (Horizontal Bars I I o (Horizontal Baro _c x VERTICAL REINFORCING HORIZONTAL REINFORCING m- 6 v are A 3°-8` - Continuous Around] ®$ Continuous Around z.5 m i8 Qr Camera For m ZS g� Comers For WALL SCHEDULE WALL SCHEDULE I � � 4-0•- 8' CD Rectangular Riserap B - 6" Rectangular Rlsere) �v o U �Z�, u p n ❑ DEPTH ( DEPTH I _ 2-Extro * 4's rii° ■ee CD O 0 0 0 0 0 00000= O 0 0 SIZE. 3'-e" *SEE NOTE BELOW ( c `Bare B Each Side And = Vertical W I Reinforcing c J 0 U t .17-40 A 2LiT-4G B $ 8. Above Opening 9 $ ct 04 tt) o o (Sea Table ■ CM c. 00000 0 0 0 0 0 ;� SI4'_0' I ,� t04' O 12" O.C. °� 0 1° (� a RetnforcTn LL' a C rtlr-4B I A tt.17-40 I B o s II 11 Each Way o /�t � Horizontal Wali Reinforcing a _ ° II !see Note) --(See Table) a X n 'b 11 11 11 n SIZE 5'-0" m °I o o LII m O CD .. a t1.11f-40• A k1Bre4f I J e SIZE: 6•-O" . / Li_ to tt1Y-,10' A ti < Bars A/ Bars B Bars A -Bare B Z .� . I - � o 13 2 u n1 ( SIZE: T_0« I _ v ALTERNATE A ALTERNATE B Q � 00 = - e * 21.17'-4O• A 2 �' SECTION A --A SECTION B -B ' OO U O r I(JI '(jI ((( l c + NOTE: When the inside diameter of a round structure is NOTE: Provide extra reinforcing each side of each in O •� ��.r'�. -�° 130000 00o00 .�.�,.,�.�...p FLAW UNE OF I 1'- 1 / 9 9 w O W-) -MODIFIED MCMI CURB SIZE: a°-0' not more than V-6" larger than the opening in at 3" maximum spacing equal to half the area of vertical ® o m Q 00000 I(1I 77 the riser or top slab, the top of the structure retnforcment removed by the opening and provide the 00000 = ..� f.. t , 77.77-4a A z1,i,l� g opening p 1 or riser shall be constructed according to the same area of reinforanalt above each alio of 3` C7 O O ,`,.._p 11 n rr rr ,FAVEMQ�T 1 ter'< I "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. ® Z LLI D• 11 2a -W F 1 SIZE: 9'-0" 'D ' NOTE; 21.1;"-4CY A 2. 1a' C GENERAL NOTES�l O OF GRATE IS 2' I I I I 16'< ZZ' D '�+ F - BELOW E.O.P. GRADE J 2Z^�r' F 4 Q r . p• ,'� .. 5117= to the inside length of a structure wdf.- Q � N qt D•. ° 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and S-6" 6. Structure bottoms may be used in conjunction with curb inlet 10. The comer fists shown are necessary for rectangular structures used with circular _ ? • square (Alt. B) are designated Type P. Larger standard structure bottoms tope Tres 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless risers and Inlet throats and used on skew with rectangular risers, inlet and inlet O W O • th t slab VIEW are designated Type J. Risers are permitted for all structures. o cocas shown in the plana or other standard drawings. Alt. B structure throats. Fillets will be required in ,leu of the bottom ab of the Alt B riser when W � - t' - NOTE:NOTE: bottoms may be used in conjunction with curb Inlet Types 7 do 8, or used with the Alt A box. Each fillet shall be reinforced with 2-#5 bare. Q = ••` 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard (V TOP OF CURB GunER GUTTER FLOW UNE ALL INLETS TO BE of non-retnforced concrete or brick or reinforced concrete. Precast and drawings U.S.F. NO. 5106 DBL CAST IRON FRAME ~'\_ 1-1/2' rectan uiar structures (Alternate B) shall be constructed of reinforced 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on O OR GPATF. OR EQUAL '`` FINISH GRADE DOUBLE GRATE. Index No. 201. z Y �- - - concre a only. _ �- W O i 7. Rectangular structures may be rotated as directed by the Engineer In order +.r ou ° to facilitate connection. between the structure wells and storm sewer pipes. gjRg.. :tk. 3. Wail thickness and reinforcement are for either reinforced cast -in-place 12. St;?tutee with depths over 14' are to be checked for floatation by designer of ® Z Q J • / or precast concrete units except that precast circular units max be furnished prot drainage. Z- U U- 00 with walls to accordance with either A.S.T.M. C-478 (up to 96 diameter) CD m _ or A.S.T.M. C-76, Cissa --"•, B Wall, modified where the elliptical steel cage 8 Except when ACI hooka are specifically required, reinforcement top and slab Z LL shall be straight embedment. 13. Unita larger than specified standard may be substituted at the contractors option H area Is placed in the center one-third of the wall. when these units will not cause or increase the severity of utility conflicts. Such W CK zz" x 44" sQR. ( larger units shall be furnished at no additional cost to the Department Larger Ld W 4. Top and floor slab thickness and reinforcement are for precast and cost in " B place construction. Top and floor slabs shall be of Clava -- 9. All at" bars shall havbbf minimum cover unless otherwise shown except for Alternate A units cannot replace Alternate B units without approval of the UJ `J U N concrete. Concrete as 8peCifled in A.S.T.M. C-478 (4000 at) may be precast circular units manufactured under ASTM C-78 or ASTM C-478, Horizontal Engineer. This note applies to this Index only. (� 4'-6" MINIMU OR LARGER steel in rectangular structures shall be lapped a minimum of 24 bar diameters used in lieu of Class and Class �� concrete in precast t ane manufactured W AS R 6bIREo in tants which are under the 'Standard statin Procedures for the at comers. 1 -1 I P Operating 14. For manhole and junction box tops, for frames and coves, and, for supplementary V z inspection of precast drainage products. details ase index No. 201. � Q � 5. All reinforcement shall be A.S.T.M.A615, Grade 60 or 65 KSI welded wire STRUCTURE BOTTOMS PIPE DIA I I I ( PIPE Dyt fabric, either smooth or deformed. TYPE J AND PT� ul z -- AS PER PLAN I I I PER PLAN - , y - N FLOW UNE _% ,L~ ~ lV) T 1 BOTTOM ELEV. ""� I I ) •---I - ♦ � r W -� p• . yl 1- NOTE: ELEVATION " t. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P- OR -TYPE J', IN ACCORDANCE - WITH F.D.O.T. SU.NDARD INDEx No. 200. TYPICAL MODIFIED MIAMI CURB INLET (DOUBLE GRATE) N. T. S. J- inlet Or Manhole (Inlet With Sump Shown i Coupling Bond Bituminous Coating (Field Applied) i 1, ✓..-Filter Fabric Envelope `g Ir r-� • v No. 4 Coarse Aggregate, )' No. 4 Coarse Aggregate Filter Fabric Envelope - „ �B Typ 4, 4' Perforated Pipe _ 8'Nortperforated P/pe ( 8'Nonstotted Pipe Slatted Plpe Weep Hole -1 Paid For As French Dran ,12" Dia Paid For As French Dmin Sump - I' Below Trench Bottom METAL PIPE/r "Galvanized Hardware Cloth CONCRETE PiPE # / Sumps Are To Be Constructed Unless Excluded in The Plans. ...///"" Weep Hole To Be Constructed Only Where Called For In The Plans. No. 4 Coarse Aggregate 2'X 2'X 2' For Additional Sump Bottom Information See Index No. 201. Filter Fabric LONGITUDINAL SECTION __ Steel, Cast Or Ductile Iron Sleeve. C Only Cast Iron And Ductile Iron \ Sanitary Sewer And Cast Iron, �\ Ductile teMaine. + And el Woter Mains Will Be Allowed To Pass Directly Through \ 6" French Drofn ( Without Sleeve). (Min.1 I Uttllty Plpe r--�--------4- - 1 3' (M/n.1 r ROUND PiPE SHOWN UTILIITY PIPES THRU TRENCH Overlap / er Plan/Details Filter Fabric 1 Envelope No. 4 Coarse °/ \ f- Aggregate 4 Varies, As Shown In The Plans. 2' Mn. i' Std. 1 P/pe OD =1 1' Std_ - Per Plan/Detalls ROUND PiPE SHOWN STANDARD CROSS SECTION (ENLARGED) FRENCH DRAIN SYSTEM EXFILTRATION TRENCH - STANDARD DETAILS (FRENCH DRAIN) V ! l) ::) 0 z GENERAL NOTES 0W Q z Q I. Pipe atoll be any of the optlonal types permitted In Sect/on 443 of the Specifications unless otherwise restricted in the pians. Dissimilar types of pipe will not be permitted Q U In a continuous run of pipe. 2. Concrete pipe shall be placed with the slots positioned on sides. Q �' W J. Alignment Joints are standard ( gaskets not required). Recarrugatlon of metal ptpe LJ W U ends not required. LIJ 4. The oontrootor may submit other methods of providing slots having equal or greater area In IZ of opening, for approval by the Engineer. 5. Filter fabric shall be Subsurface Drainage type meeting the requirements of Section :945. All filter fabric Joints shall lap a minimum of one (I) foot. 6. The standard cross section shall be constructed unless other sectior(s) described or detailed In the plans. 7. For supplemental details see Index No. 280. 8. The contractor shall take the necessary precautions to prevent contamtnatton of the trench with sand, slit and foreign materia/s. U 9. French drains following the typical cross section shall be paid for under the contract® ,�� W unit price for French Drains, LF. The unit price shall Include the cost of pipe, pipe plugs, pipe fittings, coarse oggregote and filter fabric in place, and the cost for trench excavation, bookflll and compaction. The unit price shat! also include the cost for disposal of surplus excavated materials and cost for restoration of pavement removed or damaged by french drain construction, but shall not Include payments for Items paid for elsewhere. Q F-- �> z M z w W ,Q Weep Hole V)z W 1211 Dia. ®Q O Sump - 7' Min. Below pipe � � � Or Below Trench Bottom As Applicable v /Nr11',ii!hill,l! ,i 1AW :_ 4 n Galvanized Hardware Cloth \ No. 4 Coarse Aggregate 2'X 2'X 21ENGINEER CER77f1CAT10>N� ❑ JOSEPH W. SCHULKE FFL REG. NO. 47048 Filter Fabric ❑ JODAH B. 8MLE FL REG. NO. 57396 Sumps Are To Be Constructed Unless Excluded In The Plans. ❑WILLIAM P. STODDARD Weep Hole To Be Constructed Only Where Called For In The Plans. Fl_• REG. NO. 57605 For Additional Sump Bottom Information See Index No. 201. DATE: SUMP/WEEP HOLE DETAIL SHEET FOR USE ON ALL INLETS/MANHOLES 10 ADJACENT TO EVILTRATION TRENCH, AND OTHER STRUCTURES PER PLAN PROJECT 01-0277 � �4h'� 12 CAP BOTTOM OF f EXFIL TRENCH I 12" SUMP Q U » .CIV. A (o — — — — — 6n 3'-1 n 16' 12" DIAMETER o r0 WEEP HOLE i� 1 04 s co '-2 8" SCH 80 PVC OR DR18 OUTFALL PIPES TO EXIST. INLET DS -23 PLAN VIES' N T.S. TYPE 'F' GRATE (2'-11 X 3'-1 Oj") TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 12.42' TOP EL. 12.42' 12" DIAMETER /i WEEP HOLE 12 CAP OUTFALL PIPE Ah I / " INV. EL. 10.60 ` - I 12 DIAMETER - - WEEP HOLE BOTTOM EL. 9.60 _ r ELEVATION NX -1. U 04 O �- s M ------ 6"6" 4'-0" �i to _. N 12" DIAMETER WEEP HOLE - - - - - co - 1 1 5•-0" PLAN VIEW N T.S. to I K? i CROSS SECTION N.T.S. N Q 2" CAP )UTFALL DS -24 CONTROL STRUCTURE TYPE 'F' INLET DETAIL 3'-10j" GRATE DETAIL N.T.S. r I N TYPE 'C' GRATE (2'-4" X 3'—J") I I (2) 8" SCH 80 PVC OR DR8 OUTFALL I 901 DOWNWARD PIPESDOWNWARD W/ 12" DIAMETER WEEP HOLE CROSS SECTION N.TS Q U r N MITT DS -18 CONTROL STRUCTURE MODIFIED TYPE '9' CURB INLET DETAIL GRATE DETAIL N.T.S. TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 6.46' I 1 15" CAP OUTFALL PIPE 1 ( „ INV. EL. 4.25 12 DIAMETER WEEP HOLE BOTTOM EL. 3.00' - - - ELEVATION NTS a�U �O 0 6" 4'-0" 6" / .. co r 1 I _ N M 12" DIAMETER WEEP HOLE - - - - - - �- I M - TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 11.30' TOP EL. 11.30' 11, Y/ o- f 1l:::. -:ill 6"W x 9.4"H WEIR /J t INV. EL. 10.52' ( �I ALUMINUM-/ ALUMINUM SKIMMER ...... ...... -I SKIMMER INV. EL. 10.25' 15" CAP OUTFALL PIPE 12" DIAMETER INV. EL. 7.00' '` � � -- � ( WEEP HOLE BOTTOM EL. 6.00' ELEVATION CROSS SECTION N T.S. N.T.S. J —� J D Ln v- o �Oft rCJ Lo 6" 4'-0" 6" r ca to 04 12" DIAMETER WEEP HOLE I 1 5r—O» 12" DIAMETER WEEP HOLE 15" CAP DUTFALL 8 ---18» i I9» 3'-10J" PLAN VIEW DS -19 GRATE DETAIL NTS CONTROL STRUCTURE KM MODIFIED TYPE 'F' INLET DETAIL 5'-0" PLAN VIEW N.T.S. -SKIMMER SHALL BE PLACED ON STRUCTURE WITH AN INDUSTRIAL j SEALANT TO PREVENT LEAKAGE (V TYPE 'F' GRATE 3'-10j") TOP EL. 6.46' _Z7 DS -10 CONTROL STRUCTURE TYPE 'F' INLET DETAIL 12" DIAMETER i WEEP HOLE 15" CAP OUTFALL �w CROSS SECTION N T.S. 3'-10j" GRATE DETAIL N.T.S. F I N TYPE 'G' GRATE TYPE 'G' GRATE (4'-8j" X 5'-3") TOP EL. 9.94' TOP EL. 9.94' 4w. xv_i i CAST OPENING LARGE I I ENOUGH TO ALLOW FIELD ADJUSTMENTS 14"X23" ELLIPTICAL RCP \ OUTFALL PIPE [�� INV. EL. 5.95' `E' 'ice - 12-' DIAMETER WEEP HOLE BOTTOM EL. 4.75' - (- - - - ELEVATION N T.S. CL C -)Q d- o CVI t� 12" DIAMETER —� WEEP HOLE 8" 4'-10" 8" ---------�-r- 6'-2" PLAN VIEW KM DS -18 CONTROL STRUCTURE TYPE 'G' INLET DETAIL CROSS SECTION N.TS 4'-8j" GRATE DETAIL N.T.S. 12" DIAMETER WEEP HOLE 4"X23" ERCP OUTFALL \ 0 1V w 0 o � 5 cl- Q F -- W r, O O C'4O 3: U J U 0 0 o v o w o x rx-WW¢Npm 3�W zo?�aGowo�mag w �-f-9u owx,WrZ3'n)- Lxo xn xx a� 3 w�� o r,. Z �.. ' U MU) J cl, Q c -J a •— Q c ® Z OJ : cs �(oso S00c 0 ® Z o Q - W0mJ o Q ® �W W ♦� Zo> VJ �N0tt 06 tt rY 04 0) �oWo ui Q ti vLL_ WN O r- TYPE 'C' GRATE U m (2'-4" X 3'-J") TOP EL. 8.00' E2to Q O r Z Z04 (2) 8" PVC SHC 80 OR V, uj v ~ DR18 W/90' BEND Z LLJ INV. EL. 6.68' 12 CAP TO QLLj C�d 0 EXFILTRATION TRENCH Z r INV. EL. 5.50' /6"cr m C R7lnCAn%ON ❑ JOSEPH W. SCHULKE DIAMETER FL REG. NO. 47048 ❑ JODAH B. BITTLE WEEP HOLE BOTTOM EL. 4.00' FL REG. NO. 57605 412 DA !- SHEET ELEVATION PROJECT NO. % \ N.T.S. �4h'� 12 CAP BOTTOM OF f EXFIL TRENCH I 12" SUMP Q U » .CIV. A (o — — — — — 6n 3'-1 n 16' 12" DIAMETER o r0 WEEP HOLE i� 1 04 s co '-2 8" SCH 80 PVC OR DR18 OUTFALL PIPES TO EXIST. INLET DS -23 PLAN VIES' N T.S. TYPE 'F' GRATE (2'-11 X 3'-1 Oj") TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 12.42' TOP EL. 12.42' 12" DIAMETER /i WEEP HOLE 12 CAP OUTFALL PIPE Ah I / " INV. EL. 10.60 ` - I 12 DIAMETER - - WEEP HOLE BOTTOM EL. 9.60 _ r ELEVATION NX -1. U 04 O �- s M ------ 6"6" 4'-0" �i to _. N 12" DIAMETER WEEP HOLE - - - - - co - 1 1 5•-0" PLAN VIEW N T.S. to I K? i CROSS SECTION N.T.S. N Q 2" CAP )UTFALL DS -24 CONTROL STRUCTURE TYPE 'F' INLET DETAIL 3'-10j" GRATE DETAIL N.T.S. r I N TYPE 'C' GRATE (2'-4" X 3'—J") I I (2) 8" SCH 80 PVC OR DR8 OUTFALL I 901 DOWNWARD PIPESDOWNWARD W/ 12" DIAMETER WEEP HOLE CROSS SECTION N.TS Q U r N MITT DS -18 CONTROL STRUCTURE MODIFIED TYPE '9' CURB INLET DETAIL GRATE DETAIL N.T.S. TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 6.46' I 1 15" CAP OUTFALL PIPE 1 ( „ INV. EL. 4.25 12 DIAMETER WEEP HOLE BOTTOM EL. 3.00' - - - ELEVATION NTS a�U �O 0 6" 4'-0" 6" / .. co r 1 I _ N M 12" DIAMETER WEEP HOLE - - - - - - �- I M - TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 11.30' TOP EL. 11.30' 11, Y/ o- f 1l:::. -:ill 6"W x 9.4"H WEIR /J t INV. EL. 10.52' ( �I ALUMINUM-/ ALUMINUM SKIMMER ...... ...... -I SKIMMER INV. EL. 10.25' 15" CAP OUTFALL PIPE 12" DIAMETER INV. EL. 7.00' '` � � -- � ( WEEP HOLE BOTTOM EL. 6.00' ELEVATION CROSS SECTION N T.S. N.T.S. J —� J D Ln v- o �Oft rCJ Lo 6" 4'-0" 6" r ca to 04 12" DIAMETER WEEP HOLE I 1 5r—O» 12" DIAMETER WEEP HOLE 15" CAP DUTFALL 8 ---18» i I9» 3'-10J" PLAN VIEW DS -19 GRATE DETAIL NTS CONTROL STRUCTURE KM MODIFIED TYPE 'F' INLET DETAIL 5'-0" PLAN VIEW N.T.S. -SKIMMER SHALL BE PLACED ON STRUCTURE WITH AN INDUSTRIAL j SEALANT TO PREVENT LEAKAGE (V TYPE 'F' GRATE 3'-10j") TOP EL. 6.46' _Z7 DS -10 CONTROL STRUCTURE TYPE 'F' INLET DETAIL 12" DIAMETER i WEEP HOLE 15" CAP OUTFALL �w CROSS SECTION N T.S. 3'-10j" GRATE DETAIL N.T.S. F I N TYPE 'G' GRATE TYPE 'G' GRATE (4'-8j" X 5'-3") TOP EL. 9.94' TOP EL. 9.94' 4w. xv_i i CAST OPENING LARGE I I ENOUGH TO ALLOW FIELD ADJUSTMENTS 14"X23" ELLIPTICAL RCP \ OUTFALL PIPE [�� INV. EL. 5.95' `E' 'ice - 12-' DIAMETER WEEP HOLE BOTTOM EL. 4.75' - (- - - - ELEVATION N T.S. CL C -)Q d- o CVI t� 12" DIAMETER —� WEEP HOLE 8" 4'-10" 8" ---------�-r- 6'-2" PLAN VIEW KM DS -18 CONTROL STRUCTURE TYPE 'G' INLET DETAIL CROSS SECTION N.TS 4'-8j" GRATE DETAIL N.T.S. 12" DIAMETER WEEP HOLE 4"X23" ERCP OUTFALL \ 0 1V w 0 o � 5 cl- Q F -- W r, O O C'4O 3: U J U 0 0 o v o w o x rx-WW¢Npm 3�W zo?�aGowo�mag w �-f-9u owx,WrZ3'n)- Lxo xn xx a� 3 w�� o r,. Z �.. ' U MU) J cl, Q c -J a •— Q c ® Z OJ : cs �(oso S00c 0 ® Z o Q - W0mJ o Q ® �W W ♦� Zo> VJ �N0tt 06 tt rY 04 0) �oWo ui Q ti V) ::D Z 0 0 z 0 Z Q Q�U J Q L� L� F-_ tU LV W V / I) vLL_ WN O r- (_ ® LW o > U m nEo>N wLL �lY w Ill E2to Q O r Z Z04 tti V, uj v ~ V) ::D Z 0 0 z 0 Z Q Q�U J Q L� L� F-_ tU LV W V / I) o LL U L.,J ®� W Q r Z F_ W v) > Z m Z LLJ ® QLLj C�d 0 F-- Z r M /6"cr m C R7lnCAn%ON ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑W1WAM P. STODDARD FL REG. NO. 57605 412 DA !- SHEET 1.� PROJECT NO. % \ 07-027 J C SIGN SPECIFICATIONS: SIGN FACE - ENGINEERING GRADE REFLECTIVE SHEETING SiZE - AS SHOWN COLOR - AS SHOWN HEIGHT - 7' MEASURED FROM BOTTOM OF THE SIGN TO HEIGHT OF THE NEAR EDGE OF PAVEMENT, OR TO TOP OF THE TRAFFIC SEPARATOR. THICKNESS (ALUMINUM) : .080 INCHES THICKNESS FIBER GLASS OR PLASTIC) : .120 INCHES BOLTS: 3/8 " x 3/4 " W/ HEX NUTS, 2 (MIN.) PER SIGN POSTS: SIGNS 9 SQUARE FEET AND LARGER SHALL BE DOUBLE POSTED. rim CASE 1 YELLOW 06.0 CASE 1 YELLOW e • CASE 1: Yellow baked enamel with nine 3" yellow reflectors, or yellow high intensity sheeting without reflectors. 5' GRADE IIG�-1Jlk��, I I 3' 30"x30" 24"x30" 24"x30" 30"x30" 30"x30" -25 2 —{I 2' SPEED �� 8" i I I STOPLIMIT 200 N 8' CONCRETE 8 DEAD NO X X S' CONCREiEA 8 6" WHITE STRIPE I OUTLET TYPICAL Z I gg EXCEPT WHORE ADJACENT 0 I c3 END e" WHITE'- 6" WHITE STRIPE, STRIPE (EYP) BLUE IF ADJACENTa TO HANDICAP STALL,— R1-1 R2-1 R4-7 WHITE ON RED BLACK ON WHITE LOCATION: 100' TO 200' FROM BLACK ON WHiTE LOCATION: ON THE END OF TRAFFIC SEPARATORS W1 4-1 W14-2 HANDICAP PARKING SIGNALIZED INTERSECTION AND AT SIGNALIZED INTERSECTIONS; BLACK ON YELLOW BLACK ON YELLOW LAST STALL AT 2640' (1/2 MiLE) INCREMENTS. ON THE END OF TRAFFIC SEPARATOR WHEN LOCATION: 50' FROM LAST LOCATION: 50' FROM OF TRANSPORTATION (FDDT) STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION, 1996, SECTION 710. THE CURVATURE OF THE ROAD WARRANTS. INTERSECTING ROADWAY. INTERSECTING ROADWAY. SIGN LOCATION AT "T" INTERSECTION w"�" 2. W1-7 1, �1 I with with two CASE 1 s CASE 1 (yellow) YELLOW ' CASE 1 • CASE 1 &*e*0 10' YELLOW ®®(yellow) •\o I • • 5' 7' R1-1 J _ 3' j^-7.5'—�j z0' 0VERFiAPKI, MHER SOD I n OR PAVEMENT PER PLAN 1 6' CDNCREIE� WHEEL STOP d EXCEPT WHERE ADJACEM M CURB OR SDEVU 0 6" WHITE--'' STRIPE (TYP) WHITE STRIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. #4 CASE 2 RED ® ®� •® ® 2. 5' GRADE 1� I 3' CASE 2: Red baked enamel with nine 3" red reflectors, or red high intensity sheeting without reflectors. SIGN LOCATION AT DEAD END STREET CASE 2 (red) 4' CENTER TO CENTER 4' 4' 4' 4' Q Q 2 0 0 #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) +— N — N LO • O®•;• > i • rONELANE ROAD�I CONSTRUCTION 1500 FT 1 250' I 500' 500' 500' 50' d° ,Jork re 500' 500' 500' L Cones Or Tubular Markers At 25' Centers And Type - Or Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter ROAD ONE LANE 1� Maximumpacing Between Devices (FT.) To Be Cones Or Tubular Markers At 50' Centers And CONSTRUCTION ROAD Or T �� Barricades Or Vertical Panels 1500 FT 1000 FT Equal To The Speed Limit (MPH) But Not GreatJype Type Than 25' For Cones Or Tubular Markers Or 50' Or Drums At 100' Centers, For Type - Or Type Barricades Or Vertical Panels Or Drums. GENERAL NOTES TYPICAL APPLICATIONS Pavement Resurfacing 1. Work operations shall be confined to one traffic 8. L (min) --AWS for speed3 45 mph Pavement Repair lane, leaving the opposite lane open to traffic. Utility Work = W1 for speeds 40 mph y 2. All vehicles, equipment, workers (except floggers) Bridge Repair and their activities are restricted at all times to Where: Guardrail Work one side of the pavement. W= Width of lateral transition in feet. 3. If the work operation does not exceed 60 minutes, S= Posted speed limit (MPH). traffic control will be in conformance with Index 9, The ONE -LANE ROAD signs are to be fully covered and the No. 607. FLAGGER signs either removed or fully covered when no work CONDITIONS SYMBOLS 4. Additional one-way control may be effected by the is being performed and the highway is open to two-way traffic. following means: `WHERE ANY VEHICLE, EQUIPMENT, Work 1 Flo 1O. Arrows denote direction of traffic only and do not reflect ® Flog -carrying vehicle (2) Official vehicle pavement markings. WORKERS OR THEIR ACTIVITIES �3) Pilot vehicles (4) Traffic signals p g • ENCROACH THE AREA BETWEEN Sign With 18" x 18" (Min.) Orarge When floggers are the sole means of one-way control 11. Longitudinal dimensions are to be adjusted to fit field THE CENTERLINE AND A LINE 2' Flag And Type B Light the flo ers shall be in sight of each other or in conditions.See Index No. 600. 99 9 OUTSIDE THE EDGE OF PAVEMENT pe Type direct communication at all times. 12, When a side road Intersects the highway on which work is being Or Verrtical Panel Or Drum 5. The first two warning signs shall have a 18" x 18" (min.) Ty0r Type N Barricade performed additional traffic control devices shall be erected t orange flag and a Type B light attached and In accordance with other applicable TCZ Indexes. o Type - Or Type -- Barricade Or vertical Fbper-biting at all times. 13. For general TCZ requirements and additional information refer Or Cone Or Tubular Marker Or Drum 6. Mesh signs may be used for (Daylight Only) operations to Index No. 600. [� Work Zone Sign Type B Lights and Orange Flags are not required. TRAFFIC CONTROL THROUGH WORK ZONES TWO—LANE,TWO—WAY RURAL p-° Elagger 7. The FLAGGER legend sign may be substituted for the OPERATIONS ONE DAYLIGHT symbol sign. PERIOD OR LESS MAINTENANCE OF TRAFFIC PLAN 1 of 1 603 W1-6 is 2 ••: • ••• • 2, • 5' GRADE / 3' n #5 CHANNEL POST SIGN 7' 0 ANY ST. 12' FROM s EDGE OF ROAD OeTo t, �V�IyfI1J�A�V��.�JJ�V... ��r��y •,II�T(�I��_ = (I�I�II�IIE�� p 3' 3' POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per A.S.T.M.-A-123 ; Min. weight: two lbs. per foot, 7/16 " dia. holes, 1" apart top to bottom. A concrete footer is not required unless it is shown on the plan. C D N a� 5/8" R.d] L M a N jo 3/32" t2' * AT RADIUS DIMENSION TOL. 2.00 3.00 5/8" R. WHEN POSSIBLE 'A' f 3/321 " - 15Y32 7/8 " EXTRUDED TYPICAL STOP 'B' t 1/83" - 1/18 "- 1/2 " BLADE SECTION SIGN PLACEMENT 'c' 1/161" - 9/132--f 5/16 " (UNCURBED SECTION) 'D' 1/32 " 3/16 " 7/32 " CHANNEL POST STOP .i 2 u \ 1 T` a 0 Z 12' 10, 1 HANDICAP SIGN HANDICAP N0. FTP k -25 2 —{I 2' 2.0' 20' OVERHANG N I— �� 8" i I I 0 WHITE STRIPE� O 4' O.C. C\;; 200 N 8' CONCRETE 8 — WHEEL STOP c EXCEPT WHERE ADJACENT TO CURB OR SIDEWAIX S' CONCREiEA 8 6" WHITE STRIPE I WHEEL STOP o TYPICAL Z I gg EXCEPT WHORE ADJACENT 0 I c3 TO CURB OR SIDEWAIX 0 e" WHITE'- 6" WHITE STRIPE, STRIPE (EYP) BLUE IF ADJACENTa TO HANDICAP STALL,— N TYPICAL 6" BLUE STRIPE -s-TYPICAL -f-�wSTRIPE ICAL u WHITE STRIPE t TYPICAL TYPICAL HANDICAP PARKING TYPICAL STANDARD PARKING STALL STALL N.T.S. N.T.S. NDTEI A), ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDDT) STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION, 1996, SECTION 710. B.) ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDDT STANDARD INDEX 17346, C.) ALL COMPACT SPACES SHALL BE MARKED 'COMPACT' ON THE STALL OR TIRE STOP, j^-7.5'—�j z0' 0VERFiAPKI, MHER SOD I n OR PAVEMENT PER PLAN 1 6' CDNCREIE� WHEEL STOP d EXCEPT WHERE ADJACEM M CURB OR SDEVU 0 6" WHITE--'' STRIPE (TYP) WHITE STRIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. #4 CASE 2 RED ® ®� •® ® 2. 5' GRADE 1� I 3' CASE 2: Red baked enamel with nine 3" red reflectors, or red high intensity sheeting without reflectors. SIGN LOCATION AT DEAD END STREET CASE 2 (red) 4' CENTER TO CENTER 4' 4' 4' 4' Q Q 2 0 0 #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) +— N — N LO • O®•;• > i • rONELANE ROAD�I CONSTRUCTION 1500 FT 1 250' I 500' 500' 500' 50' d° ,Jork re 500' 500' 500' L Cones Or Tubular Markers At 25' Centers And Type - Or Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter ROAD ONE LANE 1� Maximumpacing Between Devices (FT.) To Be Cones Or Tubular Markers At 50' Centers And CONSTRUCTION ROAD Or T �� Barricades Or Vertical Panels 1500 FT 1000 FT Equal To The Speed Limit (MPH) But Not GreatJype Type Than 25' For Cones Or Tubular Markers Or 50' Or Drums At 100' Centers, For Type - Or Type Barricades Or Vertical Panels Or Drums. GENERAL NOTES TYPICAL APPLICATIONS Pavement Resurfacing 1. Work operations shall be confined to one traffic 8. L (min) --AWS for speed3 45 mph Pavement Repair lane, leaving the opposite lane open to traffic. Utility Work = W1 for speeds 40 mph y 2. All vehicles, equipment, workers (except floggers) Bridge Repair and their activities are restricted at all times to Where: Guardrail Work one side of the pavement. W= Width of lateral transition in feet. 3. If the work operation does not exceed 60 minutes, S= Posted speed limit (MPH). traffic control will be in conformance with Index 9, The ONE -LANE ROAD signs are to be fully covered and the No. 607. FLAGGER signs either removed or fully covered when no work CONDITIONS SYMBOLS 4. Additional one-way control may be effected by the is being performed and the highway is open to two-way traffic. following means: `WHERE ANY VEHICLE, EQUIPMENT, Work 1 Flo 1O. Arrows denote direction of traffic only and do not reflect ® Flog -carrying vehicle (2) Official vehicle pavement markings. WORKERS OR THEIR ACTIVITIES �3) Pilot vehicles (4) Traffic signals p g • ENCROACH THE AREA BETWEEN Sign With 18" x 18" (Min.) Orarge When floggers are the sole means of one-way control 11. Longitudinal dimensions are to be adjusted to fit field THE CENTERLINE AND A LINE 2' Flag And Type B Light the flo ers shall be in sight of each other or in conditions.See Index No. 600. 99 9 OUTSIDE THE EDGE OF PAVEMENT pe Type direct communication at all times. 12, When a side road Intersects the highway on which work is being Or Verrtical Panel Or Drum 5. The first two warning signs shall have a 18" x 18" (min.) Ty0r Type N Barricade performed additional traffic control devices shall be erected t orange flag and a Type B light attached and In accordance with other applicable TCZ Indexes. o Type - Or Type -- Barricade Or vertical Fbper-biting at all times. 13. For general TCZ requirements and additional information refer Or Cone Or Tubular Marker Or Drum 6. Mesh signs may be used for (Daylight Only) operations to Index No. 600. [� Work Zone Sign Type B Lights and Orange Flags are not required. TRAFFIC CONTROL THROUGH WORK ZONES TWO—LANE,TWO—WAY RURAL p-° Elagger 7. The FLAGGER legend sign may be substituted for the OPERATIONS ONE DAYLIGHT symbol sign. PERIOD OR LESS MAINTENANCE OF TRAFFIC PLAN 1 of 1 603 W1-6 is 2 ••: • ••• • 2, • 5' GRADE / 3' n #5 CHANNEL POST SIGN 7' 0 ANY ST. 12' FROM s EDGE OF ROAD OeTo t, �V�IyfI1J�A�V��.�JJ�V... ��r��y •,II�T(�I��_ = (I�I�II�IIE�� p 3' 3' POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per A.S.T.M.-A-123 ; Min. weight: two lbs. per foot, 7/16 " dia. holes, 1" apart top to bottom. A concrete footer is not required unless it is shown on the plan. C D N a� 5/8" R.d] L M a N jo 3/32" t2' * AT RADIUS DIMENSION TOL. 2.00 3.00 5/8" R. WHEN POSSIBLE 'A' f 3/321 " - 15Y32 7/8 " EXTRUDED TYPICAL STOP 'B' t 1/83" - 1/18 "- 1/2 " BLADE SECTION SIGN PLACEMENT 'c' 1/161" - 9/132--f 5/16 " (UNCURBED SECTION) 'D' 1/32 " 3/16 " 7/32 " CHANNEL POST STOP .i 2 u \ 1 T` a 0 Z =1i�11111=1f�1L9 11- 3' CN 17—ST. BRACKETS BLADES KGENERAL SPECIFICATIONS: STOP FLAT BLADE: ALCOA #86054.6063-T6 ALLOY, ETCHED, DEGREASED WITH #1200 ALODINE FINISH WITH #2277 GREEN OR QUAL DIMENSIONS - 6CHMiIN BACKGROUND OR 36" L. III NAME SCOTCHLITE(SILVER) 4'SERIES ,BI O OR EQUAL SUFFIX- 2" SERIES AS ABOVE. (� POST III POST: STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD OR GALVANIZED FINISH PER I) A.S.T.M. -A-123. WITHOUT ANCHOR PLATES. M STOP SIGN: R1-1 MUTCD - 30" x 30" (ENGINEERING GRADE) III LOCATION: ONE PER INTERSECTION AS INDICATED ON THE PLANS. A\Y #6 STREET NAME SiGN GENERAL SPECIFICATIONS: (SNS) or (D-3) FLAT PLATE, Alcoa # 86054.6063-T6 alloy, etched, degreased with #1200 alodine finish front view with #2277 green Scotchlite background or equal. 24" 30" or 36" Ion Dimensions: ' g 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum Letters: 61/811 name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -lane roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. 18" I l SMALL TRAILER PARKING ONLY N < 17 FT GREEN ON WHITE SMALL TRAILER PARKING SIGN N.T. S. 18" I_ ( i NO TRAILERS CAR PARKING ONLY GREEN ON WHITE NO TRAILER PARKING SIGN N.T.S. ST. NO MOORING M .1 _T 8"/12" MOORING ---i KEEP INDIAN RIVER BEAUTIFUL Help protect manatees, other wildlife, native seagrasses and other History. Dispose of fishing line and hooks in the d monofilament box. N Dispose of trash in the trash recepticle. NO MOORING 18" 'KEEP INDIAN RIVER BEAUTIFUL' SIGN N.T.S. O S g F- o1nN Z W z W W v O � � w '='W WQOOm3�W cnww�t�w= �z°-o3 ZOF�0000=m�5 w0==wwa �w�nr. d33wo�3w�a� d U J M` J cc d ami w o� U 0 00 _ � j 00 U c ® WoW-J ® Q mQ Z�0� W (® zzw VJ :Z P:: �. N O OOfN 06 = LU �:3 V (V O WOO �- ZN_ 00 ZI-m L -Il IY Li W W v > tV W� J Q� ZN r VJ v �F- k Z 0 =1i�11111=1f�1L9 11- 3' CN 17—ST. BRACKETS BLADES KGENERAL SPECIFICATIONS: STOP FLAT BLADE: ALCOA #86054.6063-T6 ALLOY, ETCHED, DEGREASED WITH #1200 ALODINE FINISH WITH #2277 GREEN OR QUAL DIMENSIONS - 6CHMiIN BACKGROUND OR 36" L. III NAME SCOTCHLITE(SILVER) 4'SERIES ,BI O OR EQUAL SUFFIX- 2" SERIES AS ABOVE. (� POST III POST: STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD OR GALVANIZED FINISH PER I) A.S.T.M. -A-123. WITHOUT ANCHOR PLATES. M STOP SIGN: R1-1 MUTCD - 30" x 30" (ENGINEERING GRADE) III LOCATION: ONE PER INTERSECTION AS INDICATED ON THE PLANS. A\Y #6 STREET NAME SiGN GENERAL SPECIFICATIONS: (SNS) or (D-3) FLAT PLATE, Alcoa # 86054.6063-T6 alloy, etched, degreased with #1200 alodine finish front view with #2277 green Scotchlite background or equal. 24" 30" or 36" Ion Dimensions: ' g 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum Letters: 61/811 name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -lane roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. 18" I l SMALL TRAILER PARKING ONLY N < 17 FT GREEN ON WHITE SMALL TRAILER PARKING SIGN N.T. S. 18" I_ ( i NO TRAILERS CAR PARKING ONLY GREEN ON WHITE NO TRAILER PARKING SIGN N.T.S. ST. NO MOORING M .1 _T 8"/12" MOORING ---i KEEP INDIAN RIVER BEAUTIFUL Help protect manatees, other wildlife, native seagrasses and other History. Dispose of fishing line and hooks in the d monofilament box. N Dispose of trash in the trash recepticle. NO MOORING 18" 'KEEP INDIAN RIVER BEAUTIFUL' SIGN N.T.S. O S g F- o1nN Z W z W W v O � � w '='W WQOOm3�W cnww�t�w= �z°-o3 ZOF�0000=m�5 w0==wwa �w�nr. d33wo�3w�a� d U J M` J cc d ami w o� U 0 00 _ � j 00 U c ® WoW-J ® Q mQ Z�0� W (® zzw VJ :Z P:: �. N O OOfN 06 = LU �:3 V (V O WOO �- ZN_ 00 ZI-m L -Il IY Li W W v > tV W� J Q� ZN r VJ v �F- Z cn ®�c)Z zo Q Q H `C V)(D LL1 -�tww W p a- > � f o W U W W0 W nt- F- V) F— tn >' z Z LLJ Lai Lz�> Q C:) C�d o J- © cl:' �- Z 0L /ENGINEER CER77RCAIIO D JOSEPH W. SCHULKE FL REG. NO. 47046 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑WILLIAM P. STODDARD FL REG. NO. 57605 DA SHEET 12 PROJECT NO. 07-027 l 0 0 GENERAL NOTES: # 4 GRASS MEDIAN WITH CROSS HATCH # THERMOPLASTIC GORE # 2 THERMOPLASTIC ISLAND # 3 EDGE OF PAVEMENT CROSSHATCH 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE INDIAN RIVER .Z= COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. °Z' - R4-7 W/CASE 1 2. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLA. D.O.T, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE B �� q CONSTRUCTION. SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, ON ALL 'Z' COUNTY MAINTAINED ROADWAYS. ■ J ■ ■ ' 3. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, IF THE EXISTING PAVEMENT MARKINGS ARE■ < ■ (Ft L_ ,Zr INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. < �D O ■ 4. THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING - _ - • _ ■ ■ ■ ■ I■ ■ ° ■ D D 5 ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION, ' \ ■ �O CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY INDIAN RIVER ° • ' ■ ■ ■ a� COUNTY TRAFFIC ENGINEERING (M.U.T.C.D.36-5). ■ 3 ■ ® ■ B R K D ■ � . O S c 6. SPEED EQUALS POSTED SPEED IN M.P.H. OR DESIGN SPEED, WHICHEVER IS GREATER. MONO -DIRECTIONAL COLORLESS REFLECTOR `--l/ Q 7. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD B BI-DIRECTIONAL AMBER REFLECTOR ' EDGE PAVEMENT BI-DIRECTIONAL AMBER REFLECTOR g SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M.U.T.C.D. & F.D.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS BELOW. FOR DISTANCE ' 'Z (LATEST EDITION), HOWEVER, WHERE CONFLICTS EXIST, THIS TYPICAL SHALL TAKE PRECEDENT OVER F.D.O.T. STANDARD SPECIFICATIONS. FOR DISTANCE 'Z' SEE BELOW. FOR DISTANCE Z SEE Z SEE BELOW. FOR DISTANCE Z, SEE BELOW. B. IF EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO # 5 RAISED MEDIAN WITH TAPERED NOSE�; �; COMMENCEMENT OF WORK. _ e # 6 RAISED MEDIAN WITH CROSSHATCH # 7 # 8 SOLID LINE WITH SKIP o 9. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE A MINIMUM OF 4 FEET. R4-7 W/CASE I , 3 z 0 z, _ REFLECTOR PLACEMENT FOR TWO LANE BRIDGE o 10. THERMOPLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FIVE CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN_ 10' GUTTER I '-� SEE NOTE 6 & 7 z Z COMPLETED, WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE 30 DAYS OR AS SPECIFIED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. BI-DIRECTIONAL AMBER REFLECTORS NOTE: REFLECTORS _ O D U O 11. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINICANDLES AT INSTALLATION. SHALL BE EQUALLY . �' ° --_ _ ,, K L^J `�� Wo�o�, a 12. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6" WIDE, UNLESS OTHERWISE NOTED, PER F.D.O.T. ROADWAY AND TRAFFIC DESIGN SPACED BETWEEN[N _ _ Z > ow CURB wz,8wo�>�r, 131 N� STANDARDS OR INDIAN RIVER COUNTY DESIGN STANDARDS AND ©, BUT NO " ° , , �� w�QU�m3�w irwo�t-a�0- MORE THAN 18" \ ■ -O 13, ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE. a=awo z��=N 1 a- APART. ■ BI-DIRECTIONAL AMBER REFLECTORS ~Z cn o�az�w�g ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING BEFORE J w X o a w w 3 D O 14. - - A a�r3 c wa�z u 8 ❑-- 40' -) 10'-0" 30'-0" �aa33w �N3w�aol INSTALLATION. 15. ALL MARKERS SHALL BE CLASS "B" AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706. I BI-DIRECTIONAL AMBER REFLECTOR A FOR DISTANCE 'Z SEE CHART2. /01 16. ==> INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING). 17. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS TYPICAL DETAIL # 9 SKIP LINE # 1 o THERMOPLASTIC MEDIAN AT INTERSECTION # 11 SKIP LINE WITH # 1 2 DOU BLE SOLED LINE (� E SHALL BE EQUALLY SPACED BETWEEN POINTS A AND B BUT NO MORE THAN 18" APART O m 18, REFLECTORSQ ❑ ❑ NOTE: REFLECTORS 8 0 TWO WAY LEFT TURN ..1 N N 19. EPDXY SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE USED TO SECURE SHALL BE EQUALLY • W ce) L_ R.P.M.'S. THERMOPLASTIC OR EPDXY SHALL BE USED ON ASPHALTIC SURFACES. 10'-D" _ 30'-0" SPACED BETWEENFA] = �- Q � " - K B AND[B] BUT NO 20. R.P.M. 'S ARE TO BE INSTALLED ON TOP OF THERMOPLASTIC LANE LINES. WHEN INSTALLING RPMs WITH PAINT � , LANE LINES RPMs ARE TO BE PLACED 1 (INCH) TO THE RIGHT OR LEFT OF THE LINE, AS APPROVED BY THE < �- MORE THAN 18 ® Z O � COUNTY. APART. W _j -0 21. ' O' OR 'F.D.P'. DENOTES FLEXIBLE DELINEATOR POST. 1' ®_ ■ ® 1 ,� AZ _ 40 K Z ILL v, 22• ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY �, ® ® ■ PRODUCTS LIST" (QPL) AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY ROADWAYS..r! 0 O 23. ALL REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER DISCERNABLE. ® 00 O 24. LANE LINE RPM's ON THE 4 (OR MORE) LANE PORTION OF ANY MEDIAN -DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL ® ■ ° ■ ■ o m Q THOSE WITH el DIRECTIONAL CENTER LEFT TURN LANES, �� BI-DIRECTIONAL AMBER REFLECTORS BI-DIRECTIONAL AMBER REFLECTOR A Z o 02 WHITE/RED (SEE STRIPING KEY "T"). ALL OTHER ROADWAYS, INCLUDING TH E f �„ z �,W SHALL USE MONO -DIRECTIONAL WHITE RPMS. /r1 jr n J 25. AMBER BI-DIRECTIONAL RAISED PAVEMENT MARKERS (RPMs) ARE REQUIRED IN ADDITION TO THE CENTERLINE PAVEMENT MARKINGS. ,Z, 40' RADIUS A �� F (PAY �' % O > IN ADDITION, ALL RPMS SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. FOR DISTANCE 'Z SEE BELOW, V j �N�(0 26 ANIDEBIRDIRECTIONAPAE LOW MARKERS (RPMs) ARE TO CONSIST OF 4 -INCH SQUARE MONODIRECTIONAL WHITE, # 1 3 RAISED MEDIAN - CHANNELIZED LEFT TURN/DIVIDED ROADWAY # 9AISED 1 6 17 RAISED CHANNELIZED a 0 N rn 1 4 GRASS MEDIAN # 1 5 RAISED CONCRETE MEDIAN WITH # RIGHT TURN LANE ISLAND z W 0 27. RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX N0. 17352 AND THIS PLAN, BUT INSTALLED ON TRAFFIC SEPARATOR W g H IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. I B 10' 10' _ . _5'_, . -.5 TAPERED NOSE `r __.. O N B '� ® ~ A L TURN LANE ARROW B !' NOTE: REFLECTORS W o > X~X TYPIC 1^� SHALL BE EQUALLY Z a J Q MONO -DIRECTIONAL AMBER N-`'�---GRASS MEDIAN " MC4 0 co 3'-4"=' 3' GAP NO CURB ° �/ AND[ BD , BBEUT ENO W W L tr n } TRAFFIC SEPARATOR _______� R6-1 W/CASE 1 �''..�� `5 ■° > MORE APART. THAN 18" W j j N �� 114 A � } Q N I CON[. SEPARATOR- B D A A �� J - -- �� , B y Z o c M ■ ® F.D.P.'S I BI-DIRECTIONAL o co Q co Z v NOTE: REFLECTORS NOTE: REFLECTORS AMBER REFLECTORS NOTE: REFLECTORS - I -. '� ' a • : • r a ' SHALL BE EQUALLY SHALL BE EQUALLY SHALL BE EQUALLY INSTALL AT DROP ti ti ,- D : ° : ° B SPACED BETWEEN ® SPACED BETWEEN QA SPACED BETWEEN ® o RIGHT TURN LANE ONLY U j w 8 ( R AND © , BUT NO AND © , BUT NO AND © , BUT NO Al VJ v �-- ' M R MORE THAN 18" MORE THAN 18" MORE THAN 18 b RAISED REFLECTIVE „ a, a, D,(�! a ; : • .�° • .�° : ° . 3' GAP . • �•: •>.: •>•: • �•: • r•: APART. APART. APART. � PAVEMENT MARKERS (RPM's) 6'-7" 0- ° O RIGHT TURN LANE ► r ■ • R6-1 W/CASE 1 100 FT MAXIMUM DISTANCE BETWEEN ARROWS J' LEFT TURN LANE (� LEFT AND RIGHT TURN LANES % n CON[. SEPARATOR STORAGE LENGTH (SEE CHART 3 & NOTE 5) -SHADOW LENGTH (50')- Z D1 _ ) _ [] � O MAX- - „ 25'-0" 100'-0" STORAGE (SEE CHART 4 3 x '- "" Q-� 4' MIN SHOULDER Q s' To 10' INSIDE MONO -DIRECTIONAL AMBER -- a -- - ) - PER PLAN NOTE: RAISED CONCRETE ISLAND 0 I - - - -- a N U ® ® �® t '. .A Z z t DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER. - - - - _ GAP MIN. -�-� _-___ - - - - -- '� 3 GAP MAX. �- PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART (AY A I _ G 's0'-°" -� A ' ° ! n STANDARD CROSSWALK(f) � W W - K 50, G �O'Typ,I- 20' r,l \ I_ 180' _ ,15'. 100' MAX _ 25 n o FOR DISTANCE 'Z' SEE CHART 2 Shadow length's shall be 100 feet at all dual left applications, with 250 of 6'-10' skips. NOTE:E CHAIRACCESS in HANDICWRAMPS DICTATE SHOULDER CHART 3 TYPICAL CROSSWALK PLACEMENT OF a .° �, # E - STANDARD CROSSWALKS SHAH L' C~� CHART #1 SINGLE TURN LANE STORAGE MINIMUM - FT CHART 3 NOTES: SHOULDER-� .. ( STRIPING KEY a W BE INSTALLED AT SIGNALIZED�. W OR STOP SIGN CONTROLLED LENGTHS OF APPROACH STRIPING (FT.) I TURNING VEHICLES PER HOUR 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW. A = 6" SOLID WHITE INTERSECTIONS AS PER DESIGN 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZE. B = 8" SOLID WHITE MPH 30-60 61-90 91-120 121 -15C151 -18C 181-21C 211-240 24 1-270271-300 >301 C = 12" SOLID WHITE O SEE NOTE 5 & 6 D 0 W r%r- CROSSWALK &STOP BAR PLACEMENT 55 365 390 415 440 465 490 515 540 565 590 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; D = 18 SOLID WHITE E = 24" SOLID WHITE STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. Z � (- SPEED DISTANCE (X) 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL F = 6,� SKIP WHITE TYP �10'-30') �C W V � 50 300 325 350 375 400 425 450 475 500 525 G = 6 SKIP WHITE TYP 6 -10) N > z 30 500 45 280 280 295 320 345 370 395 420 445 470 EVERY 2 MINUTES. H = 6" SKIP WHITE TYP 2'-4') 35 550 5. 6' - 10' WHITE SKIP LINE LENGTH = 180'. I = 6" SOLID YELLOW m o z W 40 280 280 280 280 285 310 335 360 385 410 J = 18" SOLID YELLOW w .� :mTAPER ACROSS SIDE STREET OR MAJOR DRIVE 40 600 6. USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 K = 6" DOUBLE YELLOW W 45 700 35 280 280 280 280 280 290 315 340 365 390 REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER. L = 6" SKIP YELLOW TYP (10'-30') M = 6 SKIP YELLOW TYP (6 -10) Cj Q N = 6" SKIP YELLOW TYP (2'-4') c`6 � 50 800 _ - - P = RPM MONO -DIRECTIONAL WHITE/CLEAR CHART #2 CHART #4 CHART #4 NOTES: Q = RPM BI-DIRECTIONAL AMBER/AMBER F- Z r)- DUAL TURN LANE STORAGE (MIN.- FT) TURNING VEHICLES PER -TOUR 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW. R = FDP WHITE \ DISTANCE BETWEEN S = FDP YELLOW -�_-- n 80'_0" MIN _ U CROSS HATCHED LINES MPH 0-240 241-300 301-360 361-420 421-480 481-540 >541 2, APPLIES TO RIGHT OR LEFT TURN LANES. T = RPM BI -DIRE[. WHITE/RED �J \ 55 490 515 540 565 590 615 665 - - - --- 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; POSTED SPEED Z STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. ENGINEER CA SCHU KE 50 450 450 475 500 525 550 600 []JOSEPH w. SCHUucE LIMIT (M.P.H.) (FT.) n- REG. No. 47048 45 450 450 450 450 470 495 545 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY ❑JODAH B. WTTLE 2 MINUTES, AT 95% LEVEL OF CONFIDENCE. FL. REG. NO. 57386 S 40 20 40 450 450 450 450 450 450 465 5. ASSUMES 50% - 50% LANE DISTRIBUTION. FL GOWILLIAM PNO. .557605 (A 45 30 A '" �°. > 50 40 ( 35 450 450 450 450 450 450 485 s. s' - 10' WHITE SKIP LINE LENGTH = 250'. a SHEET 13 SIDE STREET OR COMMERCIAL DRIVEWAY PROJECT N0. J 07-027 �/ M-1 M_4 M-7 M-9 M-12 0 . --ASBUILT 8" PLUG M-15 M-18 01 STA. 0+00 INDIAN RIVER COUNTY DETECTION TAPE GRADE--' OBSTRUCTION 36" (MIN) + T.O.P. aL. 4.83 NOTEON A" SBUILTE SURVEYS PROVIDE TRENCH ( PRM sTa. o+s7 DEPARTMENT OF UTILITY SERVICES (SEE NOTE NO 6) COVER r ASBUILT 8" P.V., R-6 TURNS 1/8" SHALL BE REQUIRED AS -BUILT REQUIREMENTS � SLOPE AS REQ'D F mr / T.O.P. aL 4.40 1. All as -built drawings (24"06") shall state in 1" lettering "AS -BUILT" located PROVIDE TRENCH SLOPE AS REQ'D GRADE --* SURE MAIN TRAFFIC BEARING UTILITY 3" FIBERGLASS POST7 10' 1 ROADWAY 10' 1- _ RASBUILT 8" 90' BEND in the bottom right hand side of the drawing original and/or copies, along with RESTRAINED BOX AND TOP WITH UFTING METER BOX TO BE GRADE cmtslRu°1Ior1 R�m ex 1 STA, 0+62 the as -built date. JOINTS DEVICE IN TOP. IDENTIFY USED FOR VENTILATION MON NANE 10DIN T.O.P aL. 4.42 45' OR 22 1 2' (SWALE) PAVING STATE PLANE COORDINATES 2. All state lane coordinates shall be based on the Florida State Plane � UTILITY Ara slow ON A�UILTS p • _�' BENDS (M.J.) CASING VENT ASBUILT 8" FORCE MAIN a ENCASE AS RE 'D 2'(MIN) j SEE M-13 Horizontal data (East Zone); or Florida High Precision Geodetic Network (SEE NOTE 4) SPECIAL UTILITY CROSSING - FITTING TYPE GRADE (ROADWAY) a1 - SIZE OF MAIN ( ) �� , ,_ �, ,. PAVEMENT o ASBUILT 8" 22 1/2' BEND (superstatibn) and NAD 83/1990 - final adjustment. Z Z ELEVATION - 5 6" MAX LAYERS � F.Y. UNDER l�Y. - � - STA. 1+16 OFFSET 7'R 3 OR OTHER APPROVED +�S. D All elevations shown shall be based on 1929 NGVD. _ j� =4" ....::.:...... 18" MINIMUM CLEARANCE REQUIRED FOR WATER STORM WATER. AND SANITARY SEWER MAIN CROSSINGS. D ROCK BASE • � .::::::::::.�:::. _ .... .... 1 1I/aNCe3aYENT � T.O.P. aL. 4.88 I";' ••••••••• STA. 1$8+18 (18' L} MAINTAIN TRENCH METHOD TO ACHIEVE IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT \ ;,•. • r I W.M.tT.O.P.OPRL _ ASBUILT 8" 22 1/2 BEN P.M. vNDaR sex S. WIDTH 2'-0" ABOVE 0 98% COMPACTION IS REQUIRED (SEE NOTE 5A) //\\ •�y? � \ /r i�.. -SERVICE 36" (MIN) AIR RELEASE sra 9+22 oFFssT TR r . T.O.P..ORL. 6.60 - IDTTOP OF PIPE _ ; �/ / \ a eVALVE ra 1 sBVER W.M. `ASBUILT A.R.V. TAP SAN 3.T.O.P. EL. 8.40 4. All incoming as drawings (24"x36") shall be received on a CD, asan .:.. electronic co AutoCad 2000 format, with a tie to a minimum of two 2 GRADE-�� L PE TO /.\�/.\ �;1:' z W.M. T.O.P. RL. 6.43 STA. 1+28 OFPSRT 7'R -ASBUILT 8" SLEEVE state plane coordinates. (NOTE: Prior to submitting the electronic copy, one �i M OBSTRUCTION 36 MIN) COVER---- AIR RELEASE �,�, '7 - - - - - - - - - - - - - - - - - - - - - - - - STA.1$$.$6 (18' LEFT) a N - * - + - VALVE AS ' I- GRAVEL `• DRAINBOXR CA o; (1) copy of each as -built shall be submitted for review and approval. After APPROVED BY IRCDUS f ` -DEPTH OF COVER �3" p_V T.O.P. aL. 6.8$ i ,.,,,,. - -- - - - all approvals, a (24"x36") Mylar reproducible along with five (5) signed and ,., 11' R-1/4 TURN �CORNERG. sealed co ies of each as -built shall be submitted. PRESSURE MAIN' - •� VENTILATION n ----------------- ------ p ) SEE NOTE N0. 2 _ 4' -0 ( MIN) ' POLYETHYLENE TUBING M 0 MAXIMUM WATER ( - 4" MAX FOR ACCEPTABLE R.• k DEFLECTION CENTER A FULL LENGTH OF PIPE 2" DIAMETER v` si? y 2vxnaR� R/W 5. All engineering or surveying as -built drawings shall be tied to a minimum of LEVEL ALLOWABLE LAYERS syr DUCTILE IRON TO EXTEND - + one (1) permanent reference monument (P.R.M.) that shall be tied to a DURING CONSTRUCTION . AT 98% ENCASE AS REQ'D AT THE POINT OF CROSSING STAINLESS STEEL >Ij 2" DIAMETER DUCTILE IRON M.J. F.Y. T.o.P. RL. 6.36 o, Q Qi /. .- : STANDARD UTILITY CROSSING - DEFLFcTION TYPE NIPPLE d9 :� STAINLESS STEEL ONE LENGTH MINIMUM CLASS 52 PIPE TO TEL R.& 6.$6 0 �. 'A M minimum of one (1) section corner or one-quarter (1/4) section corner g ELEVATION'^ NIPPLE FINISHED GRADE * OFF a g whichever is closest to the project. State plane coordinates shall be physically 3/4" DIA BEDDING ROCK--// OCK � I N OTES ;a -\ ELEVATION R/W -� �' PROP. as shown on the drawing next to the P.R.M. used. OR PEA ROCK WHERE 12" PIPE 12"- UNDISTURBED 2" STAINLESS STEEL q T 3=J0 ,f�--=�-�e CONDITIONS REQUIRE OD SOIL 1. INE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER DOUBLE STRAP t•• '�, 2" CURB STOP T TRENCH WIDTH SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE SERVICE SADDLE CARRIER MINIMUM 6. All utility as -built construction located within the rights-of-way, easements p yrr CROSSING BE ALLOWED. + +,: PIPE SIZE STEEL CASING WALL THICKNESS 121+00 122+00 123+00 Rtl' and alike shall be tied to the respective rights -of way, easements, etc., every 1 \ 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' i✓ -8" SAN. S. 1,000 feet and change of direction. 1`1 3 N MAXIMUM JOINT DEFLECTION. 4" 11" .188 ASBUILT 8" P.V., 0 \ {EXISTING) R-4 TURNS r, � ( z 0o ELEVATION 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. PROVIDE OFFSET i g DO / 6" 14" .250 STA. 12$+74 7. All utility as -built construction plans that are located within a distance of (Z q ca (2 COATS MINIMUM) CUT OUT FOR OD Z V 8" 16" .250 T.O.P. RL. 4.40 one (1) mile from any Indian River County Global Positioning System (G.P.S.) t,l 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. OF MAIN 10" 20" .250 1 control project monuments shall be tied into the project from one (1) on-site �y U NOTES +'5. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND 12" 24" 250 Permanent Reference Monument (P.R.M.) subdivision Corner, or site plan project <c to Q Lu �c SEWER IS LESS THAN 18 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATERIX 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE UNE CROSSING WITH A LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT PLACE OVER PIPE IN VALVE LOCATION 16" 32" .375 corner. NOTES o 0 o chi uvi o APPROVED METHOD OF CONSTRUCTION. OF CROSSING, SO AS TO LOCATE JOINTS AT A POINT OF CROSSING, AND TO LOCATE THE 1/2 CUBIC YARD ELEVATION 1 20" 40" .375 1. ITALALICIZED PRINTING, SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION w 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE, WITH A MINIMUM OF AT LEAST 3/4" GRAVEL OR WATER MAIN/WASTEWATER MAIN I 24" 48" 500 TO BE PROVIDED BY THE ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE 8. All as-builts shall clearly depict as -built utility lines that were constructed woNOV ? o 3 FEET BETWEEN WATER MAIN JOINTS AND OTHER PIPELINE JOINTS. SEE INDIAN RIVER DRAIN ROCK -> ow 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. I 30" 60" 625 (MYLAR) ASBUILT SURVEY DRAWINGS; ORIGINAL ASBUILT SURVEYS TO BE SIGNED, along with their respective easement (if required). As builts will not be wz ao =w� 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO » =o wow> rN� 6. SEE TRACER WIRE DETAIL. M-14. NOTES 1 36" 72" .625 accepted unless the verbiage Proposed" and/or "To Be constructed have been w W Q o o m W 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL 42" 84" .625 2. BASELINE OF CONSTRUCTION & STATIONING FOFNITEMS RTO ESON�THE C ENTERUNE revised to read "AS -Built". As -built Construction drawings with, to be 'M40 6. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM NOTES ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, Y RE 1 • MARKER TO BE PLACED DIRECTLY OVER PIPE. 48" 96" 625 OF THE ROADWAY. constructed terminology, will not be accepted. a a Z W Q a 3 MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE 3. TOP OF PIPE ELEVATIONS &STATIONING TO BE TYPED, US1ED SEALED Z w w L = a z z w o S 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS z ° o o w o w m F BELOW", CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. CONSTRUCTION PROCEEDS. 9. All as-builts shall be certified by the project engineer or contracting��Q�G�a�Z= UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATIONsurveyor. BELOW". TRACE WIRE SHALL ALSO BE USED CON11NUOSLY ON ALL PIPE. IRCDUS. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO curve or. ow==ww�ww3w� MAINS ETC). 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND N 0 TE CLOSE EACH VALVE. Y w o U g w w a w r n} (SEE DETAIL M-14). 8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND RE -USE MAIN VALVES. 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS a 3 w N 3 W REQUIRED PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 10. All projects, which utilize lift stations, shall specify on plans as to whether J 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN Q SEPARATION EQUAL TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS THE PIPE FROM THE TOP OF THE BANKS OF ANY BODIES OF WATER (I.E. STORMWATER AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ADJUSTED ACCORDINGLY. 6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID UNE. EXISTING or not subject lift stations are to remain private or are to be dedicated to the SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, poNos, CANALS, ETC) CROSSING. PRODUCTS LIST. UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE WHICHEVER IS MORE STRINGENT. 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM 3. SEE TRACER WIRE DETAIL. (M-14) 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE county. HORIZONTAL SEPARATION OF 6' (PREFERABLY 10') EXISTS AS MEASURED FROM THE PARCEL ID INDICATED IN PLAN. 11. All fire hydrants and valvas shall be located with state plane coordinates OUTSIDE WALL OF EACH MAIN. and shall be identified on the as -built. • SEE INDIAN RIVER COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. Z (UNPAVED EASMENTS) (AUTOMATIC - WATER / SEWER) PERMANENT CASING INSTALLATION AS -BUILT DRAWING 12. All as-built3 shall be complete and approved before commencement of " O TRENCH DETAIL UTILITY CROSSINGS AIR RELEASE VALVE DETAIL LAND MARKER DETAILS (EXAMPLE) field test. J M� M-8 M-10 M-13 M 16 M -18A R c M-2 M-5 ® w o Cn FINISHED GRADE - INDIAN RIVER COUNTY I j N ASPHALT SURFACE FINISHED GRADE DEPARTMENT OF UTILITY SERVICES �1 TRENCH WIDTH "'riv�iv r r r rvvv I v rvvvvv V I "-3s• SQUARE I---za• SQUARE/��j�\/\///i�%i��%�\///\i�\\;�\�\//.% SURVEY REQUIREMENTS C = O TRENCH WIDTH 'W + 4' MIN 00 ( ) MECHANICALLY 180' RETURN BEND CONC. ENCASEMENT 6" MIN. 1. All Construction and/or Route surveys shall meet the O C SAW EXISTING SURFACE RESTORATION : a m "�• m BETWEEN OUTSIDE DIAMETERS O W J PAVEMENT 6" ,F'; .. I I•: minimum requirements of the Chapter 61G67, Florida lV MIN BASE NG °!' . " 1 I OF PIPE (TYP.) " (1) - N0. 3A pAYElE7t STAINLESS STEEL Administration Code Pursuant to section 472 of the Florida ® o • < ° ° ° IPE cx>NnNuous . ' .�, 1 /2" PVC INSECT SCREEN 316PSTAINLESS STEEL (� Statutes. C m ONE (1) AIR RELEASE I AND FITTINGS - O O / / / / / r / / / r / / / o . ° ° ., CONCRETE NO. 3e VALVE r° LONG ( AMM ° 1 SEWER 2. All state plane coordinates shall be based on the Florida Z z W W PAD coNnrtuous o WATER MAIN State Plane Horizontal data (East Zone); or Florida High z W UMEROCK VALDVE BOX SLIDE TYPE ( p ) / r Z BASE TYPE I VALVE Box TYPE II Precision Geodetic Network su erstatian and NAD 83 1990 - � O > SECTION A -A V ) r- UTILITY final adjustment. Q r O REPLACEMENT 8 DUCTILE IRON STAY -PUT COVER N O DETECTION TAPE -\ / / / / / / / / / / r / UMEROCK BASE POLYETHYLENE SEE NOTE NO 8 \ SEWER RAISED LETTERS MARKED: 2" STAINLESS SANITARY CES 3. All elevations shown shall be based on 1929 NGVD. p r� N ( ) / / / / / / / / / / IN 3 LIFTS AT CURB STOP BOX 2" DIAMETER O 'WATER.* SAN. SEWER," OR STEEL NIPPLE PLAN VIEW SEWER 98% •REUSE WATER" AS APPUCABLE STAINLESS STEEL ENCASEMENT CONZ BRASS VALVE INDICATOR NIPPLE PARTIAL CAS MENE 4. All incoming route construction survey drawings shall be �c W O 6" (MAX) LAYERS OR ` ° ra, sAe GHQ - < _ ENCASEMENT received on a CD, as an electronic copy, AutoCad 2000 W -.l 1_ - OTHER APPROVED METHODE (SEE NOTE 6) ryry�ZZEE pe�N�� p�q�9N TO 9 8 FIE (MN, z z MANHOLE AS REQ D cy} ; . ,.. '� � � z' -o" rAIN, format, with a tie to a minimum of two (2) state plane `L � �. TO ACHIEVE 98% COMPACTION tt �c, e Om+ m') J � L, 2a" (MAX) 2" STAINLESS STEEL 2"STAINLESS STEEL CASING PIPE (DIP �t f I WATER a coordinates. (NOTE: Prior to submitting the electronic copy, zt O tV MAXIMUM WATER LEVEL 4" MAX ' ,. DOUBLE STRAP CURB STOP I i OFFSET WITH BENDS�� DRILL OR THREAD OPENING, MSN o o WATER MAIN one (1) copy of each as -built (24"x36") shall be submitted �• - + SERVICE SADDLE OR rr( AS REQUIRED WATER UNE TO » » z " ALLOWABLE DURING ,,�„ \/ LAYERS �'•` • _ _ FLANGED TEE N WELD CONNECTION, OR for review and approval. After all approvals, a 24 x36) Mylar (� CONSTRUCTION 4» �� / AT 98% �� 6" SADDLE AS REQUIRED "� � EWERLI EE reproducible along with five (5) signed and sealed copies of i Vw.l e a A\ TYPE I t' TYPE 11 8 ��` j/' >; -� WHERE CONDITIONS PERMIT �I L� - each a3 -built Shall be submitted. 7 °• y� THE LOWEST POINT QF CONFLICT 3/4" DIA BEDDING ROCK 12" PIPE 12" Roar TO EXTEND = AT OR ABOVE 4Y OF GRANTY A` -,_z i OR PEA ROCK WHERE UNDISTURBED SOIL �. �� 5. All construction surveys shall be tied to a minimum of one ABOVE EXTENSION WRAP WITH NEOPREME BOOT NTH LV t- CONDITIONS REQUIRE OD - FILTER CLOTH I - 1 permanent reference monument P.R.M. at the end of W W TRENCH WIDTH PROVIDE EXTENSION MARKER r / + STAINLESS STEEL STRAP * * () P (P.R.M.) W ELEVATION each project. One P.R.M. shall to tied to a minimum of one j � U CV TRACE WIRE --_r ELEVATION � (NOJ JTM """ whichever section corner or one-quarter quarter ( Stat section corner W � cV EE 1�•�„) Cd0'�"'g "� 0°"NMDL� I II � CLASS 1 �- CLASS 2 whichever is closest to the project. State plane coordinates � � � � WATER MAIN/WASTEWATER MAIN PMAINAS - - I II shall be physically shown on the drawing next to the P.R.M. F-. , J]U I- �1 - - used. Q oti �, ENCASEMENT DETAILS NOTES ._..J' " - - - NOTES (M'"� I Il N.T.S.6. All surveys that are required for the use of engineering � � 231'- 12- • 1 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE ELEVATION s ggAiliIa�4�rfa AVOID NOTES design, and are located within a distance of one (1) mile from Ui Z N APPROVED METHOD OF CONSTRUCTION. 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE � any Indian River County Global Positioning System (G.P.S.) 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 2YIRV/A F4!S t RsT t MAIN 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN control project monuments, shall be tied into the GPS 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATE IALS IRCDUS. "M�RtrrYY'"" & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED monument from one (1) permanent reference point or the J AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.� 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND ELEVATION IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A subdivision corner that is along the survey route and shall �R W 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. NOTES PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO then be tied to the survey base line. V.1 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE NOTES \-NEW STEEL CASING LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. PUBLIC WORKS FDOT STANDARDS. 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS CROSSING. 7. Horizontal Control Monumentation for utility lines shall be a 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES OR P.E. PIPE 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER SEE M-11 . 3. SEE TRACER WIRE DETAIL. M-14. 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ELEVATION minimum of two (2) points at a maximum of 1,400 feet 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". ( ) 4. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED AS A MINIMUM. between points and shown on all plans. 8. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE SHALL BE USED. BY IRCDUS. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BOXES. 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED 8. Vertical Control (when required) for linear utility lines, such BELOW" CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN 4. SEE TRACER WIRE DETAIL. M-14 NOTE ITS ENTIRE LENGTH. as sewer, shall have a maximum of 1 100 feet between ' 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. GRAVITY WASTEWATER SYSTEMS. ' BELOW". TRACE WIRE SHALL BE USED CONTiNUOSLY ON ALL PIPE. 1. LOCATION D. CASING VENTS TO BE DETERMINED BY THE ENGINEER existing construction or established benchmarks. (SEE W-1). 3. REFER TO M-12 FOR CASING SIZE. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY (SEE DETAIL M-14). 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR z 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. WATER MAIN VALVE - WHITE FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE AIR RELEASE VALVE DETAIL O W 4" ABOVE GROUND JACK AND BORE 0 O _ (PAVED AREAS AND SHOULDERS) VALVE AND BOX (AUTOMATIC - WATER /WASTEWATER) CONFLICT MANHOLE (CASING VENT) UTILITY ENCASEMENT r z TRENCH DETAIL M_3 M -Ig M -SA M-11 M-14 M-17 M -18B W W INST. LOCATE FINISH GRADE Mu�1 M SIN V �y GENERAL INFORMATION TO BE SHOWN � EDPA°vEod°FENr i Ji>Yiyi,ri,1, x ,J y ON AS -BUILT AND SURVEY DRAWINGS _ 24" X 24" X 6" THICK FIBERCRETE PAD AT 12' `.ri'''ri Q EACH VALVE BOX (SHALL BE 36"x 36" IF CARRIER PIPE LOCATE TAPE--':---- w Existing right-of-way limits and/or easements Z LOCATED IN TRAFFIC WAY) (ALL RESTRAINED) + - - - IDENTIFY UTILITY S.S. NIPPLE (TYP.) within the limits of construction. 20'-0" -\-CONTINUOUS #10 STRANDED (WATER OR SEWER) 4" STANDARD THREADS -LEVER ACTUATED (T'Yp) COPPER TRACE WIRE GRADE VALVE 2. Survey baseline stationing every 100', control paints 2"0 CURB BOX " t ROADWAY TO HOUSE TRACE WIRE o 0 2'-6 5'-0" 5'-0" 5'-0" 2'-6" ELEVATION -SERVICE DETAIL i (ROADWAY) GRADE (SWALE) (WASTEWATER) set every 500', and at angle change of direction. - - sttaP 4' (MIN) 2" MIN. WITH DUCTILE IRON UD o I I /� S 1� I 1 3. Show ross section elevations at grade every 100' (--- ° � ero OF°LL SMWM ALL TAM , for gravitysewer line construction and 500 for water (, RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER STRIP 4• MINIMUM CONCRETE line and force main construction. Elevations that Q W W � NO. 3 CONT. PAD �" $Q/,�X reflect any significant change in grade between the D. I. P. l P. V. C. ° NO. 3K.e0NT. I II I1 previously stated footage shall be shown on plans. 0 W PIPE PIPE 4" OR LARGER , VALVE BOX DIAMETER - DIAMETER FORCE MAIN ° E (WATER) - `2" STREET - 4. Existing parcels, tracts, and lot corner locations (•.� ® w QNOHEs) 90' 45' 22'' 11 ',(' 90' 45' 22'14 11 ',C (INCHES) 8" 4" e" 8" 10' i2" 18" 2o" 24" 30" ° LA y-R.p 1+2" BRONZE ELL WITH shown with front footage dimensions per plat when9"30' 15' 10' 5' 40' 20' 10' 5' 3" 0 0 0 0 0 0 0 0 0 0 Gj SIDE VIEW LOCK -WING ' PLUG platted. If construction project is along back of lots, Z �� FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE PLAN VIEW o CURB -STOP 1 CU. YD. 3/4" then show back lot dimensions. 4" 35• 15' IV 5' 55' 25' 15' IV 4" 40• 0 0 0 0 0 0 0 0 0 CASING INSULATOR WITH RUNNER HEIGHT TO 3 Twists MIN (WATER) GRAVEL OR DUAL H -METER BOX 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF � W � e" 55' 25' 10' 5' ST 35' 20' to' a" 50' 45' 0 0 0 0 0 0 0 0 BE LARGE ENOUGH, SO THAT IT DOES NOT 2'0 TRAM WIRE HOUSING z CDR SYSTEMS DIRT ROAD. INTERFERE WITH THE PIPE RESTRAINED JOINTS STEP 2 wrnl SAP s CONCRETE/POLYMER BOX m Z W 2" BRASS/COPPER /I' a^ as' 30' 15' 10 so' 40 20 to' B" 7s' 70' 40' o 0 0 0 0 0 0 0 (TRAFFIC BEARING) 6. Existing utilities as located in field (water, sewer, LAJ Q SWRAPS MIN WATER MAIN WASTEWATER MAIN p ) ( W - 10• 80' 35' 20' 10• 110' 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 4" MINIMUM t~T telephone, electric, cable ur etc. NOTE: Sunshine t!3 12" 95' 40' 20' 10' 130' 55' 30' 15' 12" 12W 115' 100° 75' 40' 0 0 0 0 0 _ o \ _ One to be contacted by surveying firm prior to survey ew ° sty 3 coNnNuous /to STRANDED 2" BRASS/COPPER locate; with the intent of county excavation.) LL_ Q 18" 120' 50' 25' 15' 185' 70' 35' 20' 18" 180' 155' 140' 125' 100' 70' 0 0 0 0 COPPER TRACE WIRE o - STAINLESS STEEL S0� DOUBLE STRAP ( Existing utilities et associated with number 5 above Q Od 20" Iso' e5 30' ts' zoo' es 40' zo' 20" zoo' 195' tae no' Iso' Iso' 75' ° 0 0 SERVICE SADDLE �- NUTS &BOLTS 2" CORPORATION STOP (WATER) (example: valves, meters, manholes, etc.) � z � 4" OR LARGER- I %V PLUG VALVE (WASTEWATER) _ 24" 18V 70' 36 20' 21W 90' 45' 25' 24" 16V 15V 150' 140• 13V 120' 90' So• 0 0 2"7 BRASS FORCE MAIN o O T STEP 4 .J Q 8. Existingcurbs, driveway widths and types. U - HALF HITCH HALF HITCH Y YP INDICATOR EXAMPLE ° s0" 190' 80' 40' 20' 250' 105' 50• 25' s0" 19W 190' 185' 180' 170' 16V 12W 105' 70' 0 BEHIND ETCH EACH SIDE OF .D STEEL CASING PIPE MAIN UNE SPLICE DETAIL BELL ALL VALVES 9. Existing drainage pipe crossings and driveway FLANGED TEE WITH FLANGE FOR CONNECTION TO AIR RELEASE VALVE CARRIER PIPE ELEVATION -VALVE Box DETAIL culverts (type, sizes and invert elevations.) Be" 220' 95' 45' 25• 0 0 0 0 38" 225° 220' 215• 210' 205' 195' 180' 150' 12V 70' PLAN VIEW - 42" 245' 105' 50' 25' 0 0 0 0 42" 24V 240' 235' 230' 225' 22V los' 180' 155• 105' - ISOMETRIC VIEW - MAI" 10. Existing stales and/or ditches and elevations \ 48" iso /zo' so 30 0 0 0 o ae~ 255° 250 245' 240' 235' 230' 215' 195' ns 12s WATER MAIN/WASTEWATER MAIN every 100' at top and bottom if within area of ENGINEER MWIRCAR07N� DETAIL NOTES construction. RESTRAINED LENGTHS FOR DEAD ENDS AND LENGTH OF RESTRAIN::D JOINT FOR LARGER DIAMETER PIPE []JOSEPH W. SC47048 BRANCHES FROM TEES SHALL BE THE SAME NOTES SECTION A -A 11. Existing fences. FL REG. N0. 47048 ❑ JODAH B. B1T1LE AS FOR 90' BENDS NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 1. AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL 12. Existing trees and/or shrubbery. FL REG. NO. 57396 1. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. POSITION AND PLACED AT SUMMITS IN THE SYSTEM. 9 / rY• 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL ❑WILUAM P. STODDARD SHALL BE USED. NOTES TRACE WIRE. 2. COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL. 13. All other non-movable items such as mailboxes, FL REG. NO. 57605 1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), GREEN FOR FORCE MAINS 2• SEE M-8 FOR AIR RELEASE VALVE DETAIL 1. NUMBER .OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH WATERPROOFING COMPOUND AND 3, VALVE BOXES TO BE TRAFFIC BEARING. flag poles, etc. PURPLE FOR REUSE WATER 3. SEE TRACER WIRE DETAIL. M-14. HEAT SHRINK WRAP. 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 14. All street names. 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) SHEET MECHANICAL RESTRAINING JOINT FLANGED TEE FOR ABOVE GROUND JACK AND BORE TRACE WIRE (MANUAL) 14 SCHEDULE AND NOTES VALVE BOX PAD AIR RELEASE VALVES (BLOCKING DETAIL) DETAILS AIR RELEASE VALVE DETAIL PROJECT NO. 07-027 ar 0 a 12 o_ U: 1 (. co 0 0 (N :I- L11 Q 6 3 7 1) C) y 0 0 v I. (, O r i i C .E •y i U i 3 I- r, (N O I it .2. n D v V11 _T U (N O i / REFLECTIVE W-1 METERS SHALL BE LOCATED IMMEDIATELY W-4 ��/_� W METER ,./_�® - W-7 .r MARKER INSIDE THE RIGHT-OF-WAY UNLESS � WOMM)NOTES: W-1� W -jam � OTHERWISE DIRECTED BY IRCDUS /_ OF a APPROVED METER BOXES BACKFLOW PREVENTER NAsr NE ax JO• (WIN) CLEARANCE 1. A temporary jumper connection is required at all connections between existing active water mains and proposed new water TEMPORARY JUMPER SCHEDULER/W (TYP) 90' ANGLE LOCKING CURB STOP Z SHALL BE POLYMER w I � main improvements. J (TO ACCOMMODATE 5/8'0x3/4'0 METER) CONCRETE &FIBERGLASS Z • �g - r (2) CORP STOP // o D FOR DETAILS OF LINE BEND &PIPE MAY -`y1Z- p 2"0 PREPUNCHED FILLING SEE W -12<A) Of 1", 11C OR 2" HOLE FOR TOUCHTONE BE USED FOR FULL -, + ® + - - 2. The Temporary Jumper Detail (W-12) is to be used for filling any new water main of any size from the existing active =-` n FLOW FLUSHING water mains and for the flushing of new mains up to 6 diameter (2.5 FPS minimum velocity) and for pulling MAIN SIZE JUMPER SIZE METER UD w - X VALVES TO BE LOCATED CORP STOP bacteriological samples from an new water main of an size. -REFLECTIVE ROA WAY FINISH RDE o MARKER ROTSIDE EDGE OF UNPAVED 2'-0'I I 2'-0• ,`��i7 a EXISTING MAIN - - 9 P Y y �}// CONCRETE PAD \ \ -b � (,) ,,,�, �� vAL� ��-P� 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new main has „ b 34* NNeen successfuil completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and 4 * 2 0 -q ROAD-- \ - - - q ROAD \\�\\ \�� ,- p +°� CE other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall be provided temporarily, as �� . 0 12' - O required. 4 S: ( PLAN VIEW I q 6 W MAXIMUM x MAIN UNDER �c> �- JJJ DISTANCE CONSTRUCTION -_Z�= ARKER BALL g 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected >: g p p prior to installation in 8 6 E AL CUSTOMER RESPONSIBILITY I IRCDUS RESPONSIBILITY ----- accordance with AWWA 0651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall be 12' I l �- + � CHECK BY IRCDUS � i F.H. _ I I I NEW WATER MAIN disinfected by spraying or swabbing per section Two of AWWA C651. The use of tablets is strict) prohibited. p LONG S RVICE METER Y p S" or LARGER 6$1 \\ (SEE NOTE 5) LIMITS OF FLUSHING - T x PE 5. The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains continuously _ \ EXISTING OR NEW co Fw+cED eEND (rm) PVC CASING SLEEVE SHORT VALVES SHALL WATER MAIN SERVICE TRACE WIRE GATE VALVE I L�CNO•Kw) after disinfection and until FDEP clearance letter is obtained. TYPICAL VALVE LOCATION- I BE LOCATED -STAINLESS STEEL + + + - + + 6. The Contractor shall provide documentation demonstrating that the double check backflow prevention device is in good � FOR UNPAVED ROADS kk ADJACENT TO DOUBLE STRAP ELEVATION � sLAe -�- P g TEE OR CROSS SERVICE SADDLE LEN As R'OD I I working order at the time of installation, and provide documentation that the double check backflow prevention device has NOTES 12' mppw (Trp) Ir been tested in the last 12 months and is in good working order one INDICATE DISTANCE NOTES ELEVATION 'r g 9 year from installation by a qualified backflow FROM RIGHT OF WAY -. .r... ,�,., _., ..rT• technician as approved by IRCDUS. -REFLECTIVE ( ) 3V %\``i�/\`i/\ 1: ,\, \`//,'�y�\ii i//`��'''"" ��//\%//`�i /i\ y/��\ 1.*WITH THE USE OFA 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE a o 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON e %\/\% �i%�/��i i1i�i �r`�i'i<i�i�!i// /�! \\\\! 7. Except as required to flush lines greater than 6" diameter, the tie-in valve shall remain closed and shall be locked in i I MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN r vi vi rn MARKER ' 01P the closed position by the utility company. The tie-in valve shall remain locked closed until the new system has been CONNECTION. 0 3 z CENTER. � Luc � 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. - cleared for use by the FDEP and all other pertinent agencies. � 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"sn, DUAL SERVICES �w 9v eExD (TrP) (�� NED ,IDwT NOTES SHALL BE A MINIMUM 1-1/2"o, TRIPLE SERVICES SHALL BE A MINIMUM 2"0 NOTES ` NEDA LW ,�2. �� 8. Upon receipt of clearance for use by FDEP and all other eminent agenciesE PLACED, p g the Contractor shall remove the temporary TEMPORARY W 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. W -PASS NOT SHOYM MR CLARITY AN jumper connection. The corporation stops are to be closed and plugged with 2" brass or PVC stops. Q v) Q (i ii1 Q L,I " 4. 1"9 & 1-1/2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 1. A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. ELEVATION OBETWUN PIPE R PIPE SLEEVE JUMPER SCHEDULE o o O U v") o 2. A MINIMUM COVER OF N L REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 2"O LONG SERVICES REQUIRE A 3" MINIMUM I.D. CASING PIPE. CASING ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE 9. All installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, w REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE PIPE SHALL BE SCHEDULE 40 P.V.C. AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF valves, etc., shall be the responsibility of the Contractor. Wo o� F o HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO WATER. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE z r� cw CLOSEST TO THE HYDRANT. APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN FLUSHING POINT. NOTES 4. DEAD END x �wO�w YCN� 2. THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2.5 FPS ~Zoo"�m 5. 9 P P wIQ & IoW LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 2"6. 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. �w��oa�VFow , 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND OR OTHER RESTRAINTS. velocity cannot be accomplished, the following procedure shall be utilized. Q�awZ�zQ��=� L NES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR / 2. FIELD FABRICATED FLANGES ARE UNACCEPTABLE. o�Qa�3 6. ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING 4. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 48 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS a) Install pressure gauges as indicated on Temporary Jumper Detail (W-11). �o=`��oZ�WPg HOUR NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING z Z7oowo 7. SHALL BE D.I.P. POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING INSTRUCTIONS. b) Open all downstream valves in the new s oZw-Q� ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. system prior to flush. w=_ wWwz REFLECTIVE MARKERS FOR: FIRE HYDRANT -BLUE ALL WATER MAINS OR AT SUCH TiME AS DIRECTED BY IRCDUS. 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gauges during flush. .LI a,_ <o WATER MAIN VALVE - WHITE 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE PAINTED AFTER INSTALLATION. (SEE APPROVED MANUFACTURERS' d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie-in valve to insure that the required =�==XN �zDw FORCE MAIN VALVE -GREEN INSTALLED. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. PRODUCT LIST + ^ a w N 3 w d U REUESE MAIN VALVE -PURPLE 8. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN ) pressure differential is maintained. \ 24" FROM SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2.0 5. BY-PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. LOCATION DETAIL METERS. FLUSHING MASTER METER /' � (VALVE AND FIRE HYDRANT) WATER SERVICE CONNECTION COMBINATION ASSEMBLY " c� U FOUR HYDRANT GUARDS W-2 1-1/2"O P.E LOCKING IV -5 p , ZZ 0) U AS REQ'D BY IRCDUS SERVICE LATERAL CURB STOPS 2' -0l VARIES 2' -0 W-8 (TO CONTROL PANEL W_11 GENERAL UTILITY NOTES w M -FLOAT SWITCH CABLE 6" ANCHOR COUPLING SEE NOTE 1(BELOW) ) M.J. METER BOX -PARE (TO PLUG VALVE NTH ELECTRIC ACTUATOR) • ALL UIIUTY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS JULY 2007." MEGA -LUG RESTRAINT \ / 90' \ / w (METER NOT SHOWN) GRATING • UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. Q C %ij�/i/ OR EQUAL ®� ® Z I% P.E. I f FLOAT SWITCH (EMERGENCY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. "J 0_ - _ i \ Z r SERVICE -i EXISTING GRAD OVERFLOW CUTOFF) /\ �� 45 I ( LATERAL .� VICTAULIC DOUBLE DETECTOR LEVEL SENSOR-METRITAPE • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT w Z 12 \ , 111 °02 CHECK VALVE INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBUCA11ON SHALL BE REFERENCED. �// I `O - HIGH WATER LEVFl%++ -- -- a --I 2„ - I COUPLING - `,, / / . THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER U11UTY PROVIDERS 48 HOURS PRIOR TO O 0 o .- w iu %i`/ :/\.%-I/i CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. � �1 %��/i�- ;\\ice JI - tO =l \iy% i�/i\��/%�/% • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION BACTERIOLOGICAL, EXFILTRATiON INFILTRATION, CAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL v \ GATE VALVE ----rR4---- i\`/ `y/`/i`//`//`/ . / / ) \\/�i Pa 2" �-- + � ` -_ + O + � �\\\/' I i\��\\��\��\�/\\\ BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TESTfINSPECTiON < c.0 = / // ANCHOR TEE FOR 6" \ / 2 \ / /i//% MECHANICAL JOINT 6" /®O /®\ BRASS COMPRESSION W tTf1� Qo-yk}-----• /yam \ //j\///\\\ LAKE OR POND rINFLOW PIPE RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. ® � 00 (� .- WYE BRANCH 2" o_ , > %\\� \\\�\\j\\\\/�\\ / A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RiVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT TO GUARANTEE THE UTIUTY SYSTEM FOR W 5 Q CARIES o �D /\i ° �\i/�i,\!i\//I -I , M.J. IN LINE DUAL �� I LOCKING CURB /\\' ONE (1) YEAR. ® O W J BRASS LOCKING CURB j/ ' \-\ \ \ \ \ \ \ \/ f\/ m Q 6" (MIN) PLAN VIEW CHECK BY IRCDUS �'' D STOP VALVE -1" CHECK VALVE /\/\� �y / / y'!- - - • THE CONTRACTOR WILL PROVIDE SIX 6 SETS OF RECORD DRAWINGS HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE LACK UNE PRINTS SIGNED AND STOP WITH INTEGRAL PLAN VIEW /\ \/\ / / / / �;\ �� /\/ SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. ® _Z o U W WATER MAIN Z a / < // / / // /j / / / / / / METER COUPLING "\ \ \ \ ``` `\ ,, 7 `` \` \` ` ` ` PUMPER NOZZLE --- L - 2"0 PREPUNCHED � j BY-PASS METER DETECTOR BYPASS \ /�/!y/. /�`�`//\//O//\` FACING ROADWAY \` X ``` ` \ ` CORRUGATED ALUMINUM CULVEhf`1' 11, CENTER HINGED OPENING HOLE FOR TOUCHTONE m I 2'x2' PREFAB CONCR CRUSHED STONE (LENGTH VARIES Z z W VALVE BOX ACCESS fO (4�"x7"MIN) W/STAINLESS STEEL PIN -� METER UD oa 3 -0 I CUSTOMER PLAN ViEW Box CULVERT ) q Z z GRADE -\ ,, - N �� i a \` pIpING ELEVATION - STILLING WELL PIPE MATERIALS WATER MAINS / 4 p CD DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION `j J N O O ' UTILITY PIPING TO DETECTOR CHECK VALVE • Q N Cn z I = PROPERTY UNE---,,, � BOXR z Z PROPERTY LINE 45' BEND (TYP REINFORCED CONCRETE " „ Tl N C150/A21.51-91, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A �( a) (j ? SEE NOTE � PIER MINIMUM WORKING PRESSURE OF 200 PSI, AND A LAYING COND111ON TYPE 2. ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. `°� Z 0 T 118 v - - N /// N0. 3) N • LINING AND COATING (DUCTILE IRON PIPE), O //\,\/ 6"GATE VALVE �:. �' - 2"-�- J --- o U INLET GATE GATE VALVE ` 1. LINING: CEMENT MORTAR LINED AND SEAL COATED PER A.W.W.A. C104 ANSI A21.4-85 . Q � W/ INDICATOR 45' BEND (RJ) ( ) W \\�\`/` - 6" DIP PIPE � l_" "." �' _ - VALVE 2. COATING: BITUMINOUS COATING ON OUTSIDE DRY FILM THICKNESS OF MINIMUM OF (1) MIL _ _J N // / {- + DP (1YP) j .? ' \\r 90' BEND 3. REPAIR: WHERE COATING HAS BEEN DAMAGED, iT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 1 MIL. DRY THICKNESS. L i�/i -+- +-�-- - 1 \��\ + TIE RODS - �(TYp) V,�� • POLYVINYL CHLORIDE PRESSURE PIPE' SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL i � 0 ~ \\� i_ \�/\ 1.5 CU. FT. 1"4(MIN) CUSTOMER • ' .• (TYP) EXISTING GRADE / / / �/\/� / /\/\�' CONCRETE "' `' VAib 45 OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. BE MADE FROM CLASS 12454-A .- z Q h- \\j�j\ \`i/,�i/ \v/��i/,�i/�/j\ // /\� /i\; PIPING (BY OTHERS) � 'I � • PVC PIPE SHALL BE BLUE IN COLOR. 0 �\ �\//�\\\j DIRECT CONNECTION I !� %�; LOCATE MARKER BALL (WATER) fS 18" MINIMUM DISTANCE a " I.... 11 HIGH WATER LEVEL ® � L'J 2 � /\/\ \/ (ANCHOR TYPE " _ _ - . " > \\r\/ \�ii�i/' / // ///ice/ i/moi//`�/�; ? i// ALL PVC LESS THAN 4" DIAMETER SHALL COMPLY WITH ASTM D2241, D1784, D1869, AND F477. PIPE SHALL HAVE A WORKING PRESSURE OF 200 P5 \\//\\\\ ELEVATION :.� , r...• 1 r �,y.1y. r;T ti }ti ,�., s,rs ,, ;A. o \/j\ \\\\\\ \\/\\\�\�\�\\\\\\\\\..�.\\\\\\ PRESSURE. PIPE SHALL BE DR21 AND I AND SHALL BE DESIGNED WITH A 2:1 SAFETY FACTOR OVER RATED c� Ll. �6" (MIN) UNDISTURBED /j/ /j ,;r,,;;t •• I_ ..wr ..•l.- ,t.1 ->_ y; y ., ti. ,�,.;;, / /\\ L ' / /\ // /j //\//\\j/ij//jYj////\\/-, ////// HALL HAVE STEEL PIPE OUTSIDE DIMENSIONS. PIPE SHALL BEAR THE NSF LABEL FOR WATER POTABLE PIPE. i - m ELEVATION SOIL \\\\` . �•� \ \ \\\� % � �,�/` - :: �• /i/i� n ,\\`i/\\/ /\\ /i\/\\�\\ \�\\y\y\\ \�� \�\\\\/ POLYETHYLENE TUBING SHALL BE COPPER B ACCEPTABLE MANUFACTURERS: J -M RING -TITS OR APPROVED EQUAL 0 L� WATER MAIN i\\/i\ \ \, yj\i/�\ / / /jv/ /�/\/� \/�// / /� // \// \�/ //\\i`// \/\\\ / // //\\// ///1///y//\//�/\\//\\i - • \\"/\,\i • - TUBE SIZE FOR USE WITH STAINLESS STEEL LINERS {INSERTS) AND COMPRESSION FITTINGS. THE TUBING SHALL BE RATED FOR 200 PSI AND SHA 1 SHALL REQUIREMENTS OF ASTM W I- '�\\��II `� \\CONCRETE SUPPORTS \ \ \ %``ii`\i/`i%!%/i�//i�/\/�, // ;" ��/��/?\y/ LAKE OR POND • D 2239, AWWA C-901-88 SDR 9. THE TUBING SHALL BE MARKED NTH SIZE, MANUFACTURERS NAME OR SYMBOL, WORKING PRESSURE NSF APPROVAL, ASTM SPECIFICATION AND PRODUCTION CODE. w W NOTES NOTES,. __ (OR APPROVED 8Y IRCDUS) CIN1�iN E DISCH(1 . ,'i \ /\\\\ / /`\i�yi�`%�\%/\`yam JDINTSL TM NE WATER MAIN - 3 OR LARGER -SEE SPECIFICATIONS BELOW. �---J U > N PIPI G SEE W- j ..>?•; `\\� \;�\�\\�\\'\ • JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A. W.W.A. C-111. ANS( 21.11-85 . NO SOLVENT WELD J co HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON 1. METERS OVER 2"� MUST BE APPROVED BY IRCDUS AND INSTALLED BY ELEVATION i"Yi\\i/\�>\ 4.... .1 \\; �\/�//\/\ { ) OR THREADED JOINTS WILL BE PERMITTED. �e . O PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. CONTRACTOR. WATER MAIN \/\��/\\��\�\\\\\ No. 4 STRAP AROUND BEND v?�/i��i%/%\/\�/i!!!! /�\\\ \ i Z 1' j\\\i y�y \\��\`// CONCRETE THRUST BLOCK y'' /�\/ice\!�\\/�\�/��j�� ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANSI21.10-87), OR LATEST REVISION. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL -COALED IN J OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE OF 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. <( r„ /,� ACCORDANCE WITH AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION. ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLAS 125 FLANGES. BOLTS D � - h THE NEAREST ROADWAY OR FINISH GRADE. 3. MINIMUM SIZE OF METER BOXES: 1"4 SERVICE (12" X 18"); 1-1/2"O AND 2"O ELEVATION - DISCHARGE PIPE SHALL COMPLY WITH ANSI SPECIFICATION B18.2. Z 2' ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. SERVICE (17" X 28"). JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACORDANCE WITH RESTRAINING SCHEDULE ON THIS SHEET, OR A MINIMUM OF 60 LF OF RESTRAINED PIPE - CV COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU 4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS NOTES ON EACH SIDE OF A VALVE OR JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID �3 r 3. OF ABOVE. APPROVED MANUFACTURERS PRODUCT LIST. ITEM FOR INSTALLATION OF THE WATER MAIN. 4. FIRE HYDRANT SHOULD BE LOCATED WiTHIN 12' FROM EDGE OF PAVEMENT 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 1, ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS NOTES VALVES U e T MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH CAST IRON BODY, BRONZE -MOUNTED, RESIUENT SEATED, NON -RISING STEM TYPE FITTED WITH r^ �- W ERE POSSIBLE. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE TH 0 -RING SEALS. VALVES SHALL BE MECHANICAL JOINT, 10 d CJ W 5• ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE ANSI STANDARD 21.11. 6 TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. IRCDUSINSTALED IN AND SHALL MCE WITH THE STATE FIRE UNTED ABOVE GROUND. MARSHALL CODE AND THE 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." F•IRESHIA'DLRABE TRAFFIC TYPE, 5 1 4" VALVE OPENING A 7• ALL BOLTS FOR FIRE RE STAINLESS STEELFITTINGS AND VALVES SHALL BE STAINLESS STEEL. METER BOX 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' •SHALL HAVE / AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION, OR AMERICAN DARLING B-84-9, COMPLYING WITH AWWA STANDARD C502. 8• MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE INDIVIDUAL PROJECT. PRODUCT LIST. • SHALL BE PANTED FEDERAL SAFETY RED, MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 1/2" HOSE NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE (NATIONAL STANDARD HOSE THREADS), WITH CAPS ATTACHED WITH CHAINS. (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 9• POLES, ETC.) PRODUCT LIST. REUSE PIPE . CON iNUOUS TRACE WIRE IS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. }- HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF O THE IN FRONT DISCHARGE DETAIL I L INSTWATEROMAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. Z V AND TO THE SIDES U THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF DOUBLE -DETECTOR NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE 10. THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE � � Z CHECK VALVE ASSEMBLY MINIMUM HORIZONTAL SEPARA11ON DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE O J O FIRE HYDRANT DETAILS THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THAT THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW U Q ~ OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER, OR STORMWATER FORCE -MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE F-- Q LAiD SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. W ( ) • AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PiPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR W 0 LJ_ W-3 W-6 W� W_1rL PIPELINES CONVEYING RECLAIMED THE OTHER PIPELINE. �WATER REGULATED UNDER PART III OF CHAPTER 6-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS 1N GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, -PRESSURE GAUGE OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C. _ ctf U A CORPORATION STOP SHALL BE INSTALLED WITH A o o {SEE W -12A II0UBLE CHECK VALVE • REVISION) SHWHEN THE IALLUBEHUOSEDONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" (LATEST L1,I W 1: LENGTH OF 1"O COPPER TUBING EXTENDING ABOVE 2" GATE • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL ~ 0- + THE FINISHED GRADE. THE TUBING SHALL BE W"M' FLOW = VALVE (TYP) 2' SCH 40 ' Tee' SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION OR Wye" (TYP.) TR CTiON PLANS. Z ' 0 INSTALLED WITH A 180' DOWNTURNED BEND. 2" METER WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. Q REDUCED PRESSURE PLAN VIEW METER BOXES "= BACKFLOW VA VENTER METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING BOXES. 0 GATE VALVE 1" GATE VALVE WITH GATE VALVES Z PLAN VIEW 1"0 COPPER TUBING W.M. 1ES11NG - • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. '- GRADE ROADWAY GRADE (SWALE) P a z ` P H _ DISINFECTINGALLPOTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE Willi SECTION 10 OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004," AND A.W.W.A. STANDARD C651 AND \y� l \� I .� I `.a• < - RULE 62-555.345. 2" SERVICE /i\ / , /, j\� /� �\, ,/�, N z FINISHED j- N • ` EXISTING GRADE > !/ \\ \//�i/ , ��,�/�'K \!n / / v/i // i�// - GRADE I 2- I UNION SADDLE w N �. ¢ v C__ VALVE ` \��\`: (MIN) 0: :\\y\\/�\//j, /\ /\ //jam/� I %/`\%/`\�/` /\\//�/, ,:\ p p MAINS 2" LOCKING- \.\\ \ \ /\/\/y / / / / % % % % % % % %\' -,\ V Y AT E f� TVI A I N S 8c FORCE MAIN S BOX CURB STOP i� \.\\r� i\\ \ , \\/.� W.M. Z Q l //\\ /\\�\\//\\//\\ \//\\//\\//\\//\ /\\//\\//\\\//\j \/ \�//\j \�/; j\\/ \ �\ ® I- -.) W/PVC PLUGAPPROVED p v //, % /i//i//i//i // //i/j//i//�/i//iv/%//i /i /i /i /i /. /i./ Z POLYETHYLENE F w O I--,,- METER BOX c� I CORPORATION STOP WITH / 24"x18" (MIN) z SERVICE ABANDONED v MATERIAL F�R P►PE SIZES 3" AND LARGER I. ® � � FINISHED S (J COMPRESSION ° ° e ° 1 CUBIC FOOT CORP STOP M A. MATE IF SED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTM D3350; AND Z (- FITTINGS ° 3/4" GRAVEL OR GRADE - O • CRUSHED ROCK \ \ v \c \ v \ \ \ \ �, \ \ , \, \, \,. 0- MEETING TYPE III CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248. Q B. POLYETHYLENE PE PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. W (f) f'- �R.S.G.V- ° 2" POLYETHYLENE \\,i0/Q/ - �y�� %��v�`��`�� \%�� \�y��i%-,i I- - - �___ C. DIMENSIONS AND WORKMANSHIP SHAD_ BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL C/) >_ Z 4--- _ _ PE PIPE AND FITTINGS SHALL HAVE A HYDROSTAiiC DESIGN BASIS (HOB) OF 1,600 PSI. m � z W -� ELEVATION DIRECTION OF FLOW D. PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4•F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION SDR 11 AS MINIMUM STRENGTH. TiE-IN VALVE TO BE FITTINGS ( ) tW Q M + ' ° CLOSED AND LOCKED 2" SERVICE DOUBLE A. ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE MOLDED OR FABRICATED BY THE Z � W SADDLE SS (TYP) MANUFACTURER. L.- Q _�---L __J� � � 11 \_ WATER MAIN NEW WATER MAIN B. ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE TYPE � O RESTRAINED PLUG (M.J.) I ,d I ---HORIZONTAL DISTANCE EQUAL NOTES TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI B16.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS FLANGE PER ANSI B16.1. THE FLANGE >_ 0 "V f� ELEVATION EXISTING WATER MAIN ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. F-- z n 2" CORPORATION TO DEPTH OF COVER 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER ELEVATION JOINTING METHOD U STOP INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW A. THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL P JOINED SHALL BE MADE M ELEVATION PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING LENGTH'S NOT TO EXCEED 50 FEET. UTILITY. + % NOTES 2. ALL MULTI -STORY, MULTi-FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ NOTES PIPE IDENTIFICATION \ BACKFLOW PREVEEQUALS HAVI A. THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. NOMINAL PIPE SIZE. DIMENSION RATIO. 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED 3. APPROVED EQUALS HAVING BY IRCDUS. NOTES 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE THE ' LETTERS 7P4 ORLLD-3035, AS REQUIRED. RED.D BY THE YA PRO UCT10N CODENE GRADE IN OFROMCE WITH ASTM WH CH THE DATE A4ND PACE ODF BY THE HYDROSTATIC MANUFACTURE A LURE CAN BE DESIGN IN 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, /E7)GtNEER CERAFl 1 GA AON PRESENCE OF THE ENGINEER L RECORD. B. NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. ❑JOSEPH W. SCHULKE 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2. ALL LINES TO BE FULL PIPE FLUSHED. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. FL REG. N0. 47448 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE5. LOCATE .ONSIDERED FOR 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. JESTING I A. ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. �JODAH B. BITTLE 57 MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND MATERIALS AS APPROVED BY IRCDUS. APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. FL REG. N0. 57396 PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. ABOVE THE HIGH WATER LEVEL. B. ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER. ❑WIWAM P. STODDARD 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. C. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. APPLY INITIAL TEST PRESSURE AND FL REG. NO. 57605 ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. TEMPORARY SAMPLING POINT 7 PRODUCT ERLIISTS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' TEMPORARY PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. �n,r1 (BACTERIOLOGICAL) 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). D. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, TESTS, AND PRESSURE OF THE PIPE', JUMPER DETAIL UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE 111, ON PAGES 24 AND 25 AS NSTALLED PIPE PASSES THE TEST. DATt Y' 7= 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED PUBLISHED BY THE PLASi1C PIPE INSTITUTE TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. E. IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE PAND FSGNIFICANT PRESSURE THERE ARE NO LDRIP GREATER LEAKS OR GTHAN THAT ALLOWED, NIFICANT PRESSURE RTHE CONTRACTOR SHALL, AT HIS/HER OWN OPS DURING THE FINAL TEST PERIOD, THE IEXPE SE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND SHEET 2 BLOW -OFF RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. 1 BACKFLOW PREVENTER OTHER 1 A. ALL OTHER APPLICAPLE SPECIFICATIONS FOR WATER MAINS WRITTEN/PROVIDED FOR IN THESE PLANS (IE: VALVES, FIRE HYDRANTS, MARKINGS, INSTALLATION, TESTING, DISINFECTION, METERBOXES, ETC...) SHALL BE PROJECT NO. COMPLIED WITH. \, 07-027 S-1 S-/4 MANHOLE FRAME & COVER 2x4 MARKER PAINTED GREEN -� MANHOLE NOTES CUT CLASSIFICATION / HEIGHT 1 (� 6" CA i.P OF ROAD CROWN -{ LEVELING RINGS SEE MANHOLE ELEVATION % OF ROAD z 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO 1 2 OiM�Nt =. EFFLUENT & (� 0 MEET OR EXCEED A.S.T.M. A 185. 6 �� z 2_p" yam,_ } ¢ INFLUENT DETAIL c ovER 2. ALL CEMENT TO BE TYPE I. 24 3/4' 4U MINIMUM SLOPE 1 /4 PER FT N $ wi USE GREATER SLOPE $ 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO n a WHERE POSSIBLE a MEET OR EXCEED A.S.T.M. C 478. o FLE_ 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL Psnc Q CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. GASKET 'oI o 0 �----DEPTH TO BE 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". i DETERMINED IN THE o y 8. 4°-0" ID ?n FIELD N REQUIRED TO ELEVATION 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR �' AVOID UTILITIES (TYP) EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). MARKER BALL TAPED OR 5'-0" ID o a TO 6"x4' WYE (TYP) 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. �' `` `` SLOPE � �- 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. Z � - DOUBLE SERVICE SINGLFFVICE 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP ;CO 2"/� CONNECTION REQUIRED. '' `'" z 6*0 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL `�`-�` STANDARD "Y' BRANCHES STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE r / TO BE LOCATED IN THE FIELD - STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE } POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION s" MIN--� z DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. (m') PIPE -INSTALLED PLUG WRAP WITH INVERT DETECTION TAPE 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN RLL CONCRETE SEE PIP OPENING FLOOD ZONES. OR BRICK W/fYPE I DETAIL (S-10) 6"� BENDS AS 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). CEMENT MORTAR REQUIRED a 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING ELEVATION PLAN VIEW eo AND EXITING MANHOLES. SECTION A -A ON q QF STREET TO BE 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL OTHERWISE APPROVED BY IRCDUS PRECAST MANHOLE TOPS AND CASTINGS. s' DOUBLE 'Y" COMMERCIAL OTHERWISE 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" $ (5"x4" 'Y" RESIDENTIAL) SHALL BE PROVIDED AS REQUIRED BY IRCDUS. TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" a PLAN VIEW 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). NOTES: 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE NOTES 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE 18.i. SEE MANHOLE NOTES ON DRAWING N0. S-4. LATERALS. PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 19• MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. PRODUCT LIST. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. APPROVED MANUFACTURERS' PRODUCT UST. FIBERGLASS LINERS SHALL BE 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. 5. PLUMBING CONTRACTOR TO INSTALL 4" CLEAN OUT IN EASEMENT AT TIME INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. OF TIE-IN. (SHALLOW SEWER) MANHOLE NOTES STANDARD DEEP M.H. STANDARD LATERAL 6- (TYP) CLEANOUT W/CLEANOUT CAP DEPTH IN THE 6*xr WYE FINED go' CONCENTRIC CONE FIELD AS REQUIRED TO AVOID UTILITIES (T-YP) POR CRARIM Ilk SEE PIPE OPENING 24 3/4" SINGLE SERVICE AS SHOWN ON 20-5/8' STANDARD LATEIRAL DETAIL (S-1) DETAIL (S-10) OF ROAD CROYM ELEVATION OF ROAD i iD U) cfUg SEE MANHOLE CONCEALED WATERTIGHT TYPICAL TRENCH CONTOUR DURING CONSTRUCTION FILL CONCRETE T; ; ., a : , . v INFLUENT DETA BENDS AS REQ'D S-2 S-5 MANHOLE FRAME AND COVER FINISH GRADE CONCENTRIC CONE -. _ .. LEYFLNG( z 2 COURSES x 0 SEE PIPE OPENING 24 3/4" t�N) 6 COURSES MAK) Q F a v 20-5/8' .I DETAIL (S-10) V) i iD U) cfUg SEE MANHOLE CONCEALED WATERTIGHT `s EFFLUENT & FILL CONCRETE T; ; ., a : , . v INFLUENT DETA OR BRICK W/TYPE I CEMENT MORTAR r i . +; Q,+ • � � PLAN VIEW I PIPE INVERT I 8" 4'-0" ID 8" -_ 6-' C. 6'-4" OD ELEVATION Q SLOPE (- - SECTION A T SECTION A -A 2"/RT PLAN VIEW N OTES TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS 1 3/4" GRAVEL BEDDING SHALL BEING USEDHALL BE USED FOR EXCAVATIONRIN SAND. NOTES IN ROCK. SAND NOTES 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 GRADE PRIOR TO CONNECTION. 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. S-11 (DEEP SEWER) MODIFIED RISER LATERAL S-3 MANHOLE COVER - LETTERS TO BE MARKED "SANITARY SEWER' 22-3/4' I 1 00 COVER - SECTION ❑ O 22-15/16' 20-5/8' i CONCEALED WATERTIGHT PICKHOLE PLAN VIEW 24-3/4' WATERTIGHT BOOT Y -W RAIN GUARD FRAME - SECTION NOTES 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. STANDARD MANHOLE CASTING STANDARD SHALLOW M.H MANHOLE FRAME & COVER 6- S-6 SEE MANHOLE EFFLUENT & INFLUENT DETAIL ADDITIONAL REINFORCING BARS -� REQUIRED AT OPENING. SLAB TO TO BE TRAFFIC BEARING. SUBMIT SHOP DRAWING FOR APPROVAL PLAN VIEW LEVE�NG RI�,G,,� GASKET a COURSES ZM * Z I 8" F v L24"_j � o g W io U 8"-- ---- 4'-0" 1D ~- --8" SEE PIPE OPENINGW DETAIL (S-10) 6" MIN FILL CONCRETE 8" OR BRICK W/TYPE I I CEMENT MORTAR ELEVATION PIPE INVERT SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS, NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. SLAB TOP MANHOLE SEE PIPt OPF,NING DETAIL S-10 y 8" V-0' ID _ 8" STANDARD "T" BRANCH PIPE INVERTf?I ONCRETE 6" (MIN) 8" .N !,^ w' COVER ALL AROUND (�) a (Br coNCRacTOR) io 0 STANDARD LONG `aY + ',e. iC~ �•' RADIUS ELBOW II FILL CONCRETE 'DED SLA OR BRICK W/tYPE I INTERRGRAAL WITH BASE CEMENT MORTAR ELEVATION SECTION A -A n. ".7 • n S-7 A W SEE MANHOLE EFFLUENT & INFLUENT DETAIL PLAN VIEW 6J TO BE USED WHERE DROP IS 2' OR MORE NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4, 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL, DRAWING NO. S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. TYPE "A" DROP MANHOLE Y PIPE INVERT _: DROP LESS �} /��!it THAN 24" 6" (MIN) (TY') A • SEE MANHOLE EFFLUENT SEE PIPE OPENING & INFLUENT DETAIL DETAIL (S-10) FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION SECTION A -A A OL nT A PLAN VIEW TO BE USED WHERE DROP IS LESS THAN 2' NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. TYPE "B" DROP MANHOLE 8-10 GENERAL UTILITY NOTES:00 SPACE AROUND OUTSIDE OF PIPE SHALL BE - N COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING 0 ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE; WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007." M REINFORCING STEEL AROUND OUTSIDE OF PIPE • UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. (FOR FIELD INSTALLATION) • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN TIME AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. PIPE CONNECTION TO BE NEOPRENE BOOT - • THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER WITH STAINLESS STEEL ACCESSORIES UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONSo 5 REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND g - H.P. ELEV. OF FILL CONCRETE GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. TO BE SAME AS OD OF PIPE /,2*PER FOOT SLOPE • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. Q • THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY s SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. a. • ;.,e •;•e i• e SANITARY SEWERS r " '' " POLYVINYL CHLORIDE PIPE .•. GENERAL I- R POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. 0 0 QRAVITY SEWER PIPE AND FITTINGS I: vi O� vi rn • GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034 -SDR 26. o 3i DO • FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. r. Z -3" (MINIMUM) 0 POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. W • MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). W • ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. Q cn e w e ELEVATION THE PIPE SHALL BE GREEN IN COLOR. o 0 0 • JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. TESTING z2NL8 F-oo • INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY STANDARDS. Z�o8om3La • EXFILTRATION OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT PERSONNEL. ACCEPTABLE LEAKAGE TESTS WILL NOT EXCEED 100 �Wpg �a �rH GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. INSTALLATION Zo�oo�o=mPg NOTES INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. �sW�QaZW�Q� • PIPE MUST BE LAID IN A TRENCH FREE OF STONES ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE �w� 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' w o w PRODUCT LIST. TAMPED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% OF THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TESTS SHALL BE PERFORMED �=�33w��3w�aa_ ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS, AND ADJACENT TO THE STRUCTURES. • ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". PROPOSED GRAVITY SEWER PIPE OPENING DETAIL FROM TO DIA LENGTH VELOCITY Z MANHOLE MANHOLE (INCH) (FT) (FPS) TYPE (o 0 S-1 S-2 8" 82 *Cl ASTM D 3034-SDR26 PVC j 0cn v S-2 LS -1 8" 18 <1 C-900 D.I.P. M W SEE PIPE OPENING S-11 < c DETAIL (S-10) ® Z O N J U) LL. N '(vo Z O f` W0W_j .AALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. ® 1 m Q * MAXIMUM FLOW FOR THE ENTIRE PROJECT AT BUILD -OUT IS 32 GPM+- (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE SEWER OR CORRESPONDING SLOPE BASED ® Z o x W ON APPROPRIATE VELOCITIES. RATHER, MINIMUM SLOPE AND SIZE CRITERIA AS GOVERNED BY LOCAL UTILITY. z W Wi+ v, •a7 Q P Gfl �r.,Vt•,,:.•.,;,..;. ..; FORCE MAIN SPECIFICATIONS 0) 3/4" ROCK PIPE MATERIALS o (20' UPSTREAM) W p • DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.50-96, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF S 1-- � PIPE TO MANHOLE CONNECTION 42 KSI, AND USING A MINIMUM WORKING PRESSURE OF 200 PSI, AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. Q TO BE NEOPRENE BOOT WITH e LINING AND COATING (DUCTILE IRON PIPE), Z o 07 N STAINLESS STEEL ACCESSORIES - INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING ti (2 ROCK „ 0' DOWNSTREAM) FILL CONCRETE OR BRICK - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL. W o W/TYPE I CEMENT MORTAR - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL. DRY THICKNESS.W F > • POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE � -� LL. MADE FROM CLASS 12454-A OR CLASS 12454-8 MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. A%^ m • PVC PIPE SHALL BE GREEN IN COLOR. W F ELEVATION • POLYETHYLENE FORCE MAIN - 3" OR LARGER - SEE SPECIFICATIONS BELOW. � N JOINTS • JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. C-111.(ANSI 21.11-85). NO SOLVENT WELD OR �j rn THREADED JOINTS WILL BE PERMITTED.' FITTINGS -� Q IF - PIPE JOINT DETAIL AT MANHOLE • ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE LINED AND Es COATED TO SAME SPECIFICATIONS AS THE D.I.P. PIPE SPECIFIED ABOVE. ALL ABOVE GROUND FITTING SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR 66 Z N CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION B18.2. • JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE WITH RESTRAINING SCHEDULE ON MISC. DETAIL SHEET, OR A MINIMUM OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR.,1 w NOTE INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLATION OF THE WATER MAIN. T V, : VALVES v 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS • ALL BURIED VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE W/ SEMI -STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. VALVES 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. MARKING 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. • SEE DETAIL M-16. INSTALLATION • FORCE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 SERIES AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. MANHOLE EFFLUENT FORCE MAINS SHALL CROSS BELOW WATER MAINS LINES WITH A MINIMUM OF 18" VERTICAL SEPARATION OR CONSTRUCT THE WATER MAIN OF DUCTILE IRON PIPE AT THE GROSSING SUCH h 0 8C INFLUENT TSHEETHAT PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE AS PER DETAIL THIS' _ z • FORCE MAIN SHALL BE LOCATED AT LEAST 5 -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, AND 10 FT. FROM POTABLE WATER MAINS. 0 1 O • WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE "RECOMMENDED 8-12 STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. I [--Q • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A ry W (, CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE Lr.l 0 - ASPHALT PAVEMENT L= - FINISH GRADE CONSTRUCTION PLANS. • FORCE MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS Iy o IN THESE PLANS. W W 0 TESTING YDDRROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 SERIES AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH W d' Q WALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. FIBERGLASS LINER POLYETHYLENE PIPE SPECIFICATIONS: 86 FORCE MAIN WATER MAINS AND FORCE MAINS - POLYETHYLENE Z - MATERIA S FOR PIPE SIZES 3" AND LARGER • MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION E- 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248. • POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 ~ 4'-0" ID • GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. C, PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4•F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. CL - e Lu 0 FITTINGS ®� L1J of cRavlrY SEWER • ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE IZ STANDARD LONG MOLDED OR FABRICATED BY THE MANUFACTURER. RADIUS ELBOW �NLETTS� • ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE Q II. -_ USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI B16.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH L LJ F- ��I A 316 STAINLESS FLANGE PER ANSI B16.1. (n >- Z Li J • THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. m F�- .,. CUT HOLE (USE -f . ;`;'r ` W r.yZ.r<r,, ;,.�,,. •� ;., 6 -(MIN) METHOD Q m NEOPRENE BOOT :r;:=��;�•. r•'.' z W ;; k:�.;•• •; •:.a :a:;�:'t (TYP) THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL To SEAL) = M '+"''''''''' _' PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING Li Q 6 -(MIN) LENGTH'S NOT TO EXCEED 50 FEET. O PIPE IDENTIFICATION H Z 0• ELEVATION • THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. U - NOMINAL PIPE SIZE. DIMENSION RATIO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN _ NOTES MANUFACTURE CAN BE DETERMINEDMANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. • NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. � 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S -it. 4. M INSIDE DROP WILL BE ACCEPTED. TES ALENGINEER CERIIFlCA7)0 L PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED ' ❑JOSEPH W. SCHULKE FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A • ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE FL REG. NO. 47048 STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). ENGINEER. ❑JODAH B. BITTLE FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. e TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. FL REG. NO. 57396 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. APPLY INITIAL TEST PRESSURE AND ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. ❑WIWAM P. STODD <v -AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. FL REG. • ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE III, ON PAGES 24 AND 25 AS PUBLISHED BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DATE: DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. SHEET • IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. 16 OTHER ALL OTHER APPLICAPLE SPECIFICATIONS FOR FORCE MAINS WRITTEN/PROVIDED FOR IN THESE PLANS (IE: VALVES, FIRE HYDRANTS, MARKINGS, INSTALLATION, TESTING, DISINFECTION, METERBOXES, ETC...) SHALL BF PROJECT N0. COMPLIED WITH. � ` \ 07-027 M c C-1 a 2 CL n, co O O c� V Q L, Ll I 11 J Tr y T ull Ll LL N O 0 E .- v I 3 cD f" U r u L' 0. SPECIFICATIONS FOR SUBMERSIBLE GRINDER LIFT STATION WER AND FORCE MAIN NOTES: ASPHALT SURFACE FINISHED GRADE PART 1 GENERAL r- 36" SQUARE � I�� 24" souFRE 1.01 FURNISH AND INSTALL APRE-FABRICATED FIBERGLASS DUPLEX SEWAGE GENERAL I UFT STATION. TWO GRINDER PUMPS SHALL BE SUPPLIED TO DELIVER 2.04 CONTROL PANEL A PUMP STATION CONTROL PANEL SHALL BE PROVIDED FOR EACH PUMPING STATION. _, 66 GPM AGAINST A TOTAL HEAD OF 111 FEET TOTAL DYNAMIC HEAD THE CONTROL PANEL SHALL RESPOND TO LIQUID LEVEL FLOAT SWITCHES TO POLYVINYL CHLORIDE (P.V.C.) GRAVf1Y SEWER PIPE CAN BE USED TO fir.,,=,:...::. Er %'' ...':,.� :NrnE t, TRACE WIRE IS REQUIRED ON Nl PIPE TDB). THE MOTOR SHALL BE 6,2 HP, 3450 RPM, 23Q VOLT/ A DEPTH OF SIXTEEN FEET. ."L' .O 2. INCLUDE ALL COST OF MATERIAL a LABOR IN PRICE OF PIPE PHASE/ 60 HERTZ. THE MOTOR SHALL BE AN INTEL L PART OF THE AUTOMATICALLY START AND STOP THE PUMP TO COMPENSATE FOR VARIATIONS IN PUMP GRAVITY SEWER PIPE AND FITTINGS �[, '-----� . +' ': - a. CONTRACTOR RESPONSIBLE FOR coNnNum of PIl TRACE W RE UNIT. PUMP DISCHARGE SIZE SHALL BE 1-1 41NCHES. STATION INFLUENT FLOW AS WELL AS PROVIDING VISUAL AND AUDIBLE ALARMS AT HIGH _ GRAVITY SEWER ONES AND LATERALS SHALL BE EXTRA STRENGTH 4. All SPLICE CONNECTIONS ARE To BE HOT SOLDERED (so/SO RESIN CORE), PUMPINGWETWELL LEVELS AND VISUAL ALARMS UPON DETECTION OF MOISTURE IN THE PUMP. POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ° NO. WRAP w/3 ALTERNATING LAYERS of SCOTCH •ss• TAPE de COVER wnTl 1.02 QUALITY ASSURANCE 1. UNIT INTEGRITY: THE PUMPS, MOTORS, CONTROL PANEL, ACCESS COVER, AND PANEL SHALL BE AS MANUFACTURED BY ELECTRIC SPECIALTY OR STACON. THE PUMP ASTM DESIGNATION D 3034 -SDR 35. . . ° TIN. CONCRETE ONE „� g SHRINK WRAP MAY wAT7RPRoor�TN�� Nouy�NDD of SCOTCH WRAP N. GUIDE RAIL ASSEMBLIES SHALL BE SUPPLIED BY THE PUMP SUPPLIER TO INSURE CONTROL PANEL SHALL BE THE STANDARD SYSTEM OF THE MANUFACTURER AS - FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE N 8. VERIFICATION OF SIGNAL S REQUIRED UPON COMPLETION of UT CONTINUOUS UNiT INTEGRITY. MODIFIED FOR THIS APPLICATION. THE WETWELL LEVELS TO BE MAINTAINED IN OPERATION SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. • > PAD CON11N. TO PUT CONTINUOUS TRACE WIRE 2. PUMP TESTS: THE PUMP SUPPLIER SHALL PERFORM THE FOLLOWING TESTS ON ARE AS SHOWN ON THE DRAWINGS. - POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND UMEROCKJ' " SLIDE TYPE EACH PUMP BEFORE SHIPMENT FROM THE SUPPLIER: 1. OPERATION REQUIREMENTS: ANDER BOLL FIRST LOOSEN NUT, FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED BASE VALVE BOX THEN slraP a• MIN., WRAP orvcE N BOLT 7 1YY15T 2 WRAPS SI@P 7 4 OF NMN PROUD TOR CIRCUIT SLIDE TYPE '00 NOT GUI' WIRE" A. MEGGER THE PUMP FOR INSULATION BREAKS OR MOISTURE. A. THE CONTROL PANEL SHALL INCLUDE A MAIN CIRCUIT BREAKER, A MO EQUAL 3 4• WpiE Q 4. OF 8P/JICFf A HALOGEN GAS. CHECK VALVE 80X WIRE TIGHTEN NUT AFTER WRAPPING TO 5 PSI WITH PRE 120 ON B. INTERNALLY PRESSURIZE THE MOTOR HOUSING PROTECTOR, AND MAGNETIC STARTER, FOR EACH PUMP MOTOR, AND 15 AME - MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION ALL O-RING MATING SURFACES FOR GAS LEAKS WITH A HALOGEN GAS DETECTOR. VOLT CIRCUIT BREAKERS AS REQUIRED FOR CONTROL CIRCUITS AND DUPLEX RECEPTACLE. TYPE I TYPE II TRACE WIRE AROUND THE BOLT. C. VERIFY VOLTAGE SETTING MATCHES ORDER REQUIREMENTS. B. ALL PUMP CONTROL OPERATIONS SHALL BE ACCOMPLISHED BY A FLOAT TYPE LIQUID 1784, TYPE 1, GRADE 1 (12454-B). w D.PUMP SHALL BE RUN DRY TO VERIFY ROTATION, PHASE BALANCE, AND DYNAMIC BALANCE. - ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE LEVEL CONTROL SYSTEM OPERATING ON A 110 VOLT CIRCUIT. ALL CONTROL COMPONENTS ymm E. A WRITTEN CERTIFIED TEST REPORT GIVING THE ABOVE INFORMATION SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL POLYETHYLENE CAST IRON STAY -PUT COVER �I»Fx u�"Ax.aovrtoesn MP AT THE TIME OF SHIPMENT. SHALL BE MOUNTED IN ONE COMMON ENCLOSURE. N iN COLOR. (VISQUEENF. EACH PUMP CABLE END SHALL BE FITTED WITH A RUBBER SHRINK FiT BOOT TO C. CONTROL SWITCHES OF THE H -O -A TYPE SHALL PROVIDE MEANS TO OPERATE EACH JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY OR EQUIVALENT) RAISED LETTERS MARKED: PROTECT CABLE ENDS. PUMP MANUALLY OR AUTOMATICALLY. WHEN OPERATED iN THE AUTOMATIC MODE, THE -WITH ASTM DESIGNATION D3212. TESTING "WATER" AS APPLICABLE 3 GUARANTEED PARTS STOCKING PROGRAM: THE PUMP SUPPLIER SHALL HAVE A CONTROL LOGIC SHALL PROVIDE MEANS TO MANUALLY SELECT OR AUTOMATICALLY OR GUARANTEED PARTS STOCKING PROGRAM IN THE STATE OF FLORIDA. THESE PARTS SHALL ALTERNATE THE POSITION OF THE "LEAD" AND "LAG" PyMPS AFTER EACH PUMPING CYCLE. IXFlL1RATlON OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS "SAN. SEWER" AS APPLICABLE BRANCH SPLICE DETAIL FINISH GRADE INCLUDE AT LEAST ONE SET OF SPARE PARTS AS LISTED BELOW FOR EACH PUMP D. PROVISIONS FOR THE CONNECTION OF EACH PUMP S THERMAL OVERLOADS INTO A DETERMINED BY UTILITY DEPARTMENT OR BUILDING DEPARTMENT PERSONNEL 24" MAX. SUPPLIED ON THIS CONTRACT. IF THE PUMP SUPPLIER DOES NOT MEET THIS REQUIREMENT SERIES CONFIGURATION WITH THE HOLDING COIL OF THE APPROPRIATE PUMP STARTER INSTALLATION J FOR A GUARANTEED STOCK PROGRAM, THE CONTRACTOR SHALL FURNISH THE FOLLOWING SHALL BE MADE. THIS CIRCUIT SHALL SHUT THE PUMP DOWN IN THE EVENT OF MOTOR - PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS' MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE S uaom ear SPARE PARTS FOR EACH PUMP. OVERTEMPERATURE. �� faa UPPER UP SEAL INSPECTION PLUG WASHERS THE CIRCUIT SHALL BE AUTOMATICALLY RESETTING. APPROPRIATELY MARKED TERMINALS TAMPED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MiNIMUM COMPAC11ON OF 9590 • ' / SOME as w ❑acl LOWER MECHANICAL SEAL IMPELLER BOLT SHALL BE PROVIDED FOR THE CONNECTION OF THE PUMP THERMAL OVERLOAD LEADS. OF THE MAXIMUM DRY DENSITY. DENSITY TESTS SHALL BE PERFORMED ON THE BACKFILL _ sixc� mNawnat CUTTERS IMPELLER KEY 2, CONSTRUCTION: AT A MAXIMUM OF 200 Ft. INTERVALS. It 5---� MOTOR CABLE UPPER BEARING _ CABLE ENTRY WASHER/GROMMET LOWER BEARING A. THE ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A NEMA TYPE 3R ALL PiPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". ° ° " . T� K NTM J � WMH ON COMPLETE SET OF O -RINGS COMPLETE SET OF O -RINGS DEAD FRONT ENCLOSURE, CONSTRUCTED OF NOT LESS THAN 14 GAUGE TYPE 304 °11 I > ;; sOr i"" soy of 4. THE PUMP SUPPLIER SHALL HAVE A FACTORY AUTHORIZED SERVICE FACILITY WITHIN A STAINLESS STEEL PIPE MATERIALS - PRESSURE FORCE MAIN (4" OR LARGER) 's o N, vk� SQMILE RADIUS OF SEBASTIAN CAPABLE OF IN SHOP MOTOR REWINDS. NO PART OF A B. THE ENCLOSURE SHAD. BE EQUIPPED WITH A RAIN DRiP SHIELD ON TOP AND A DEAD TYPE I -` TYPE II U FINISH GRADE PUMP BEING REPAIRED SHALL LEAVE THE STATE OF FLORIDA FOR REPAIR. FRONT OUTER DOOR FITTED WITH A PIANO TYPE HINGE AND A LOCKING HASP. - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA I - Iz, STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE x _ fp_-+� 1 03 C. AN ALUMINUM INNER DOOR SHALL HAVE CUTOUTS TO EXPOSE THE OPERATING z �Tn 1: COPIES OF ALL MATERIALS REQUIRED TO ESTABLISH COMPLIANCE WITH THE HANDLES OF ALL BREAKERS AND SHALL INCORPORATE THE COMPONENTS NECESSARY FOR PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND s T slv 2 `\ SPECIFICATIONS SET FORTH HERE SHALL BE SUBMITTED TO THE ENGINEER. SUBMITTALS AN OPERATOR TO CHECK THE STATUS OF A PUMP. CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL PROVIDE EXTENSION � U - SHALL INCLUDE AT LEAST THE FOLLOWING: D. CONTROL COMPONENTS SHALL BE MOUNTED ON A REMOVABLE BACK PLATE THAT IS THICKNESS OF DR18. AS SHOWN L''L�1'�10 OWL' "°' � laa n 1=30 A. EQUIPMENT DIMENSION DRAWINGS ANCHOR BOLT LAYOUTS AND WEIGHTS SECURED TO THE ENCLOSURE WITH COLLAR STUDS. - PVC PIPE SHALL BE GREEN IN COLOR (FORCE MAIN). >minFx .., a 3 B. TECHNICAL DATA ON THE PUMP AND MOTOR MATERIALS 0� CONSTRUCTION E. ALL CONTROL COMPONENTS SHALL BE MARKED WITH LEGENDS FOR EASY IDENTIFICATION. C. MOTOR ELECTRICAL DATA OFF-SITE FORCE MAIN AND FITTINGS ` P D. HYDRAULIC PERFORMANCE CURVES F. CONTROL WIRE SHALL BE MINIMUM 18 GA. AWG, U.L #1015. ALL CONTROL WIRE �2" 0 E. COMPLETE BILLS OF MATERIALS SHALL BE ROUTED THROUGH PLASTIC WIREWAYS WITH SNAP ON COVERS AND BE NEATLY - FORCE MAIN SHALL BE BROWN, GREEN OR WHITE AND CONSTRUCTED OF: �6 ` WITH PUSH ON _,� F. CONTROL PANEL TRYOUT DRAWINGS, SCHEMATICS, AND BILLS Of MATERIALS BUNDLED AND TIE WRAPPED TO FORM A NEAT ASSEMBLY. EACH WIRE SHALL BE 1.) POLYVINYL CHLORIDE (PVC) PIPE PER ASTM D2241, SDR -21, 200 PSI W REQUIREMENTS -ASTMO-1784 2. ANY EQUIPMENT THAT DOES NOT CONFORM WITH ALL OF THE DETAILED Q NUMBERED BOTH ENDS WITH BRADY TYPE WIRE MARKERS. TYPE JOINT'S WITH INTEGRAL WALL BELL FITTINGS SHALL BE PVC i MAIN LINE SPLICE DETAIL OF THE SPECIFICATIONS, SHALL BE ACCOMPANIED BY COMPLETE DESCRIPTIONS OF G. EACH CONDUIT ENTERING THE CONTROL PANEL FROM THE WET WELL SHALL BE FITTED CLASS 200 WITH GASKETED BELL JOINT PER ASTM -D -3139/F477, DIP PUSH ON OR DEVIATIONS AND ALL NONCONFORMING ASPECTS. FAILURE TO DESCRIBE ANY AND ALL WiTH A SEAL OFF CONNECTION AS SHOWN ON THE DRAWINGS. EACH SEAL OFF SHALL BE MECH JOINT FITTINGS PER AWWA C153 MAY ALTERNATIVELY BE USED. DEVIATIONS FROM THE SPECIFICATIONS WILL BE CAUSE FOR REJECTION. AMPLY FILLED WITH A REUSABLE AND PLIABLE ELECTRICAL SEALING COMPOUND TO 2,) POLYETHYLENE PIPE (PE -3408 PER AWWA C-901-88 CLASS 200, DR), AND SHALL HAVE __� 3. OPERATING AND MAINTENANCE MANUALS SHALL BE FURNISHED IN QUANTITIES AS PRINT THE INTRUSION OF SEWER GAS INTO THE CONTROL PANEL CHICO OR EPDXY TRACE WIRE DETAIL REQUIRED BY THE CiTY/COUNTY. MANUALS SHALL INCLUDE ALL NECESSRY INFORMATION TO COMPOUNDS WILL NOT BE ALLOWED. A WORKING PRESSURE OF 2OI PSI. DIMENSIONAL TOLERANCES SHALL CORRESPOND WITH ASTM D-2239, SDR OF 9. JOINTS SHALL BE EITHER BY BUTT' FUSION OR BY �-�• INSTRUCT OPERATING AND MAINTENANCE PERSONNEL UNFAMILIAR WITH SUCH EQUIPMENT. H. LAMINATED WEATHERPROOF WIRING SCHEMATICS OF THE PANEL CIRCUITS ALONG WITH A 1.04 WARRANTY COMPONENT IDENTIFICATION LEGEND SHALL BE FIXED TO THE INSIDE OF THE OUTER DOOR. COMPRESSION TYPE, W/ A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS WARRANTY: THE PUMP MANUFACTURER SHALL WARRANT THE PUMPS BEING SUPPLIED STEEL TUBE STIFFENER INSERTS SHALL BE USED. WHEN SPECIFIED, SERVICE SADDLES AT �' AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) 3. COMPONENTS: TAP SHALL BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE W/ CORP STOP. YEAR UNDER NORMAL USE, OPERATION AND SERVICE. THE MANUFACTURER SHALL A. ALL MOTOR BRANCH CIRCUIT BREAKERS AND MOTOR STARTERS SHALL BE OF HIGHEST VALVE AND BOX REPLACE ANY PARTS, WHICH FAIL UNDER NORMAL USE AS A RESULT OF FACTORY INDUSTRIAL QUALITY, AND SECURELY FASTENED TO THE REMOVABLE BACK PANELS WITH - FORCE MAIN SHALL HAVE A MIN OF 36" COVER, EXCEPT 42" COVER UNDER TRAFFIC AREAS. MANUFACTURING DEFECTS FOR A PERIOD OF ONE YEAR. THE WARRANTY SHALL BE SCREWS AND WASHERS. BACK PANEL SHALL BE TAPPED TO ACCEPT ALL MOUNTING2" ON-SITE FORCE MAIN: IN PUBLISHED FORM AND APPLY TO ALL SIMILAR UNITS. SCREWS SELF -TAPPING SCREWS SHALL NOT BE USED TO MOUNT ANY COMPONENT. - SCH 80 PVC WITH GLUED JOINTS OR PIPE AS SPECIFIED ABOVE. M-5 PART 2. PRODUCTS B. AN OPEN FRAME, ACROSS -THE -LINE, NEMA RATED, MAGNETIC MOTOR STARTER, AS VALVES 2.01 MATERIALS MANUFACTURED BY SQUARE D, SHALL BE FURNISHED FOR EACH PUMP MOTOR. ALL GATE VALVES: ALL METAL COMPONENTS IN THE LIFT STATION, WITH THE EXCEPTION OF THE PUMPS, MOTOR STARTERS SHALL BE EQUIPPED TO PROVIDE OVERLOAD PROTECTION ON ALL _ ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH MOTORS, GUIDE RAIL BASES, AND STATION PIPING, SHALL BE TYPE 304 STAINLESS STEEL PHASES. MOTOR STARTER CONTACTS SHALL BE EASILY REPLACEABLE WI1NOlIf REMOVING BRONZE BODY, BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING STEM GRINDER PUMP STATION EQUIPMENT THE MOTOR STARTER FROM ITS MOUNTED POSITION. 2.02 PUMPS C. A DUPLEX 15 AMP GFI UTILILTY RECEPTACLE PROVIDING 120 VOLT 60 HERTZ, SINGLE TYPE FITTED WITH "0 -RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, 1. THE CONTRACTOR SHAD FURNISH AND INSTALL ELECTRIC MOTOR DRIVEN TOTALLY PHASE POWER SHALL BE MOUNTED INSIDE OF THE ENCLOSURE ON THE INNER DOOR. ANSI STANDARD 21.11. - PROVIDE TRENCH SUBMERSIBLE GRINDER PUMPS AS MANUFACTURED BY ARS PUMPS INC.. ORANGE CITY, FLA. D. A RECEPTACLE TO MATCH COUNTY STANDARDS SHALL BE PROVIDED FOR CONNECTION OR PREAPPROVED EQUAL. OF THE PANEL TO EMERGENCY POWER. A SEPARATE MAIN CIRCUIT BREAKER PROTECTING PLUG VALVES: SLOPE AS REQ'D. 2. PUMP DESIGN: THE EMERGENCY POWER CIRCUIT SHALL BE PROVIDED AND SHALL BE MECHANICALLY - CAST IRON BODY NON -LUBRICATED, ECCENTRIC TYPE, WITH RESILIENT GRADE A. PUMPS SHALL BE CAPABLE OF HANDLING RAW, UNSCREENED SEWAGE. THE GRINDER INTERLOCKED TO THE NORMAL POWER MAIN BREAKER TO PREVENT BOTH BREAKERS TO BE SEATED PLUGS. VALVE SURFACES SHALL BE 90% NICKEL. GEAR UNIT SHALL BE CAPABLE OF SHEARING AND REDUCING TO A FINE SLURRY ALL IN THE "ON" POSITION AT THE SAME TiME. ACTIVATORS SHALL BE WiTH SEALED ENCLOSURES. VALVES SHALL HAVE 2" ,, F MATERIAL NORMALLY FOUND IN DOMESTIC AND COMMERCIAL SEWAGE SUCH AS SANITARY E. FOR ALARM INDICATION, A TOP MOUNTED FLASHING LIGHT AND HORN SHALL BE ACTUATING NUTS. VALVES SHALL BE RATED FOR 150 P.S.I. _�w NAPKINS, DISPOSABLE DIAPERS, CLOTH DIAPERS, WASH RAGS, WOOD, PLASTIC, ETC. THE PROVIDED, AN NEMA 4 SILENCING BUTTON SHALL BE PROVIDED ON THE OUTSIDE OF THE -.-� I I, SLURRY SHALL BE CAPABLE OF FREELY PASSING THROUGH A 2" PIPING SYSTEM ENCLOSURE TO SILENCE THE ALARM HORN ONLY. IN AN ALARM CONDITION, THE LIGHT INCLUDING CHECK AND GATE VALVES. WiLL CONTINUE TO FLASH INDEPENDENT OF THE HORN. THE ALARM CIRCUIT SHALL MARKING N B. THE DESIGN SHALL BE SUCH THAT THE PUMPS WILL BE AUTOMATICALLY CONNECTED AUTOMATICALLY RESET. - TWO-INCH WIDE IDENTIFICATION TAPE SHALL BE SPIRAL -WRAPPED OR TO THE DISCHARGE PIPING WHEN LOWERED ONTO THE DISCHARGE CONNECTION GUIDED F. A SECONDARY LIGHTNING ARRESTOR SHALL BE PROVIDED. DETECTION TAPE BY ONE 2" DIA. SCH 40 304 STAINLESS STEEL GUIDE RAIL PUMPS SHALL BE EASILY G, A. I 1�1 nT'E 2 ON THE AFFIXED TO THE TOP OF THE PIPE. TAPE SHALL HAVE THE LLJ � REMOVABLE FOR INSPECTION OR SERVICE, REQUIRING NO BOLTS, NUTS OR OTHER AFTER A WORDS "WATER MAIN" OR "FORCE MAIN" IN 3/4" HIGH LETTERS SEE NOTE -' FASTENINGS TO BE REMOVED FOR THIS PURPOSE AND NO NEED FOR PERSONNEL TO POVVEff-FaiCtifct vn w,rivt� nvly Iv c'�crt• (..ri1ONAL) APPEARING ONE OR MORE TIMES EVERY 24 INCHES. > 6" MAX. LAYERS ENTER THE WET WELL EACH PUMP SHALL BE FITTED WITH A 300 STAINLESS STEEL 4. OPERATLNG CONTROLS AND INSTRUMENTS - PIPING SHALL BE INSTALLED WITH #10 GA. THWA INSUL. STRANDED I Ou OR OTHER APPROVED LIFTING BAIL WITH AN OPENING OF AT LEAST EIGHT INCHES IN DIAMETER AND A SERIES A. ALL OPERATING CONTROLS AND INSTRUMENTS SHALL BE SECURELY MOUNTED ON THE COPPER WIRE ATTACHED FOR LOCATING PURPOSES. METHOD TO ACHIEVE 300 STAINLESS STEEL LIFTING CABLE OF ADEQUATE STRENGTH AND LENGTH TO PERMIT INNER DOOR. ALL CONTROLS AND INSTRUMENTS SHALL BE CLEARLY LABELED TO INDICATE INSTALLATION MAINTAIN TRENCH RAISING THE PUMP FOR INSPECTION AND REMOVAL FUNCTION. - MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AW.WA WIDTH 2'-0" ABOVE 95% COMPACTION 3. GRINDER PUMP CONSTRUC11ON: B. PUMP MODE SELECTOR SWITCHES SHAD_ BE HAND -OFF -AUTO TYPE TO PERMIT STANDARD C600, C900, ASTM D-2774 AND A.W.W.A. MANUAL W.23 AND A. THE STATOR CASLNG, OiL CASING AND IMPELLER SHALL BE OF GREY IRON OVERRIDE OF AUTOMATIC LEVEL CONTROL AND MANUAL ACTUATION OR SHUTDOWN OF THE MANUFACTURERS RECOMMENDED PROCEDURES. TOP OF PIPE -\ _ - SEE NOTE 4 z CONSTRUCTION, WITH ALL PARTS COMING INTO CONTACT WITH SEWAGE PROTECTED BY EITHER PUMP MOTOR. OPERATION OF PUMPS IN MANUAL MODE SHALL NOT BYPASS ANY - WATER MAINS SHALL CROSS ABOVE SANITARY SEWER, STORM SEWERS, FORCE PVC EPDXY PRIMER WITH A COMPATIBLE EPDXY FINISH COAT. ALL EXTERNAL BOLTS AND SAFETY SHUTDOWN. SWITCHES SHALL BE MANUFACTURED BY SQUARE D COMPANY, NEMA MAINS, OR RECLAIMED WATER LINES WITH A MINIMUM OF 18" VERTICAL NUTS SHALL BE OF 300 STAINLESS STEEL 4X, PROVIDING THREE SWITCH POSITIONS, EACH OF WHICH SHALL BE CLEARLY LABELED SEPARATION, OR CONSTRUCT DUCTILE IRON PIPE AT THE CROSSING SUCH N B. THE PUMP SHALL BE OF THE CENTRIFUGAL TYPE WITH THE ROTATING CUTTER ACCORDING TO FUNCTION. THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING MOUNTED ON THE PUMP SHAFT DIRECTLY AGAINST THE IMPELLER. THE STATIONARY C. PUMP RUN INDICATOR LIGHTS SHALL BE PROVIDED AND EQUIPPED TO OPERATE AT 120 WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. 11 CUTTER SHALL BE MOUNTED IN AN ADJUSTABLE BOTTOM PLATE. THE BOTTOM PLATE VOLT INPUT. BULBS SHALL BE EASILY REPLACEABLE FROM THE FRONT OF THE INNER - WATER MAIN SHALL BE LOCATED AT LEAST 10 -FEET HORIZONTALLY I - SHALL BE CAST WITH GROOVES SPIRALING OUTWARD FROM THE CENTER OPENING OF THE DOOR WITHOUT THE NEED TO REMOVE LAMP SOCKET BASE FROM iTS MOUNTED POSITION. FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAINS AND PLATE TO THE OUTER DIAMETER. THE IMPELLER SHALL BE A MULTIPLE VANE D. A SIX DIGIT, NONRESETABLE ELAPSED TIME METER SHALL BE CONNECTED TO EACH RECLAIMED WATER MAINS. CENTRIFUGAL TYPE. THE CUTTER MATERIAL SHALL BE SIMILAR TO AN AISI 440C MAXIMUM WATER LEVEL 4" MAX. STAINLESS STEEL WITH THE ADDITION OF COBALT, VANADIUM, AND MOLYBDENUM FOR MOTOR STARTER TO INDICATE THE TOTAL RUNNING TIME Of EACH PUMP IN "HOURS" AND - WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN LAYERS SUPERIOR ABRASION RESISTANCE AND A HARDNESS OF 58-62 ROCKWELL C. "TENTH OF HOURS". SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ALLOWABLE DURING C. THE COMMON PUMP AND MOTOR SHAFT SHALL BE 420 STAINLESS STEEL SUPPORTED E. CONTROL TERMINAL BLOCKS SHALL BE OF THE SCREW CLAMP TYPE, RATED 600 ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" CONSTRUCTION d. . . \ .I AT 95%ED BY A HEAVY DUTY LOWER SINGLE ROW BALL BEARING IN 2 AND 2.5 HORSEPOWER VOLTS AND SHALL BE CLEARLY MARKED AS TO FUNCTION. (LATEST REVISION) SHALL BE USED. MODELS ONLY WHILE 3 HORSEPOWER AND ABOVE SHALL HAVE A MAXI -DUN DOUBLE F. PHASE MONITORS: 230 VOLT, 3 PHASE STATIONS SHALL BE EQUIPPED WITH AN EIGHT - PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER _' ROW LOWER BALL BEARING. THE UPPER BEARING SHALL BE A SEALED SINGLE ROW BALL PIN BASE COMBINATION VOLTAGE AND PHASE MONITOR AS MANUFACTURED BY DIVERSIFIED DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE „ 12" PIPE 12" ` BEARING, ALL MODELS. THE CUTTING ELEMENTS AND IMPELLER SHALL BE DESIGNED TO ELECTRONICS. 480 VOLT 3 PHASE STA11ONS SHALL BE EQUIPPED WITH A SURFACE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFIELD 3/4 DiA. BEDDING ROCK O D KEEP THE OVERHUNG LOAD DISTANCE TO A MINIMUM. ALL FASTENERS SHALL BE 304 MOUNT UNIT AS MANUFACTURED BY DIVERSIFIED ELECTRONICS, SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT STAINLESS STEEL. G. ONE "SEAL FAIL" INDICATING LIGHT PER PUMP OF THE "PUSH TO TEST" TYPE, SHALL BE OR PEA ROCK WHERE I UNDISTURBED D. EACH PUMP SHALL BE EQUIPPED WITH TWO SEALS. THE LOWER SEAL (PUMP SIDE) INSTALLED ON THE INNER DOOR TO PROVIDE INDICATION OF THE PRESENCE OF WATER IN THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. _TRENCH WIDTH _ SHALL BE OF THE MECHANICAL TYPE WITH SILICON CARBIDE FACES. THE UPPER SEAL THE PUMP. APLUG-IN THRESHOLD RELAY AS MANUFACTURED BY SYRELEC MODEL PNR110 - MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" CONDITIONS REQ D. SOIL SHALL BE A LIP TYPE SEAL MOUNTED AT A SLIGHT ANGLE TO THE SHAFT. THE SEALS SHALL BE PROVIDED FOR EACH PUMP TO MONITOR THE SEAL PROBE IN THE PUMP. BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND W SHALL BE SEPARATED BY AN OIL CHAMBER. TAPPINGCSLEEVES/SVALVESESE PLANS. NOTES E. THE PUMP SHALL BE FITTED WITH AN OIL CHAMBER IN WHICH THE SHAFT - TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPE WITH DUCTILE IRON OR STAINLESS . MECHANICAL SEALS OPERATE. THE CHAMBER SHALL BE FITTED WITH A DRAIN AND PART 3 EXECUTION STEEL BODIES AND HARDWARE. THE TAPPING VALVE SHALL BE GATE VALVE SPECIFICALLY INSPECTION PLUG EASILY ACCESSIBLE FROM THE OUTSIDE OF THE PUMP. THE CHAMBER 3.01 INSTALLATLON DESIGNED FOR THE PURPOSE OF TAPPING PRESSUROZED MAINS, AND 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, SHALL ALSO BE FITTED WITH A PROBE EXTENDING FROM THE BOTTOM OF THE MOTOR 1. INSTALLATION SHALL BE BY OTHERS IN STRICT ACCORDANCE WITH THE CONTRACTOR'S SHALL BE COMPATABLE WITH THE TAPPING SLEEVE. THE SLEEVE OUT1�T SHALL CONFORM HOUSING INTO THE OIL CHAMBER. THE PROBE SHALL DETECT THE PRESENCE OF WATER INSTRUCTIONS AND RECOMMENDATIONS IN THE LOCATIONS SHOWN ON THE DRAWINGS. TO ANSI B16.1, CLASS 125. PROVIDE APPROVED METHOD OF CONSTRUCTION. IN THE OIL WHEN CONNECTED TO A RESISTIVE THRESHOLD RELAY INSTALLED IN THE - TAPPING SADDLE TO BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH CORP. CONTROL PANEL. THE RELAY SHALL TURN ON A SEAL FAILURE WARNING LIGHT ON THE ANCHOR BOLTS SHALL BE SET BY OTHERS IN ACCORDANCE WITH THE MANUFACTURER'S STOP 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. INNER DOOR OF THE CONTROL PANEL WHEN WATER IS DETECTED IN THE OIL CHAMBER RECOMMENDATIONS. AS WELL AS IN THE MOTOR HOUSING. THIS SYSTEM WILL PROVIDE ADVANCE WARNING 2. UPON COMPLETION OF EACH STATION, THE PUMP MANUFACTURER SHALL INSPECT THE TEHYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 3, COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. TO AN OPERATOR OF POTENTIAL SEAL FAILURE BEFORE MAJOR DAMAGE OCCURS TO INSTALLATION AND SUBMIT A CERTIFICATE STATING THAT THE INSTALLATION OF THE A,W,W,A. STANDARD C600, C900, C905 AND A.W.W.A MANUAL M23. CONTRACTOR THE PUMP MMppTOR EQUIPMENT IS SATISFACTORY, AND THAT THE EQUIPMENT IS READY FOR OPERATION. SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY F. THE PItMP DISCHARGE SHALL BE FITTED WITH A GUIDE BRACKET THAT SHALL BEA 3.03 TESTING TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. SEPARATE CASTING FITTED WITH A RENEWABLE BUNA-N SEAT AND BOLTED TO THE 1. AFTER ALL PUMPS HAVE BEEN COMPLETELY INSTALLED, THE CONTRACTOR ALONG WITH FINAL INSPECTIONS. PUMP DISCHARGE. MACHINED GUIDE RAIL MATING FACES INTEGRAL TO THE PUMP THE PUMP SUPPLIER SHALL CONDUCT IN THE PRESENCE OF THE OWNER AND THE 5, TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-O". DISCHARGE WILL NOT BE CONSIDERED EQUAL TO THE BOLT ON BRACKET WITH ENGINEER SUCH TES S AS ARE NECESSARY TO INDICATE THAT THE PUMP STATION RENEWABLE SEAT SPECIFIED. SEALING OF THE GUIDE BRACKET TO THE DISCHARGE BASE CONFORMS TO THE SPECIFICATIONS. FIELD TESTS SHALL INCLUDE ALL PUMPS INCLUDED GENERAL UTILITY NOTES . 6. NUMBER 14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SHALL NOT REQUIRE MOVEMENT OF THE PUMP, HYDRAULIC PRESSURE, OR MACHINED UNDER THIS SECTION. THE CONTRACTOR SHALL SUPPLY ALL ELECTRIC POWER, WATER OR ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN FACES. THE CAST IRON DISCHARGE CONNECTION SHALL BE BOLTED TO THE FLOOR OF WASTEWATER, LABOR, EQUIPMENT AND INCIDENTALS REQUIRED TO COMPLETE THE FIELD - SPIRAL WRAPPED OF AFFIXED TO THE TOP OF THE PiPE. THE WET WELL AND DESIGNED SO AS TO RECEIVE THE PUMP CONNECTING FLANGE TESTS. RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY, 2007." WITHOUT THE NEED OF ANY BOLTS OR FASTENERS. 2. PRIOR TO THE FINAL TEST, THE CONTRACTOR SHALL FLUSH ALL INFLUENT LINES TO - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT A. PUMP MOTORS RATED FOR 2 AND 2.5 HORSEPOWER SHALL BE NEMA DESIGN B THE STATION AND THEN SHALL REMOVE ALL DEBRIS AND SEDIMENT THAT HAS AND F.D.E.P. PERMIT CONDITIONS. HOUSED IN AN OIL FILLED CASING. PUMP MOTORS 3 HORSEPOWER AND LARGER SHALL ACCUMULATED IN THE STATION BOTTOM. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN BE NEMA DESIGN B HOUSED IN AN AIR FILLED CASING. ALL MOTORS SHALL HAVE 3. THE FINAL ACCEPTANCE TEST SHALL DEMONSTRATE THAT ALL ITEMS OF THESE - SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CLASS F INSULATED MOISTURE RESISTANT WINDINGS. THE TEMPERATURE AT ANY POINT IN SPECIFICATIONS HAVE BEEN MET BY THE EQUIPMENT AS INSTALLED AND SHALL INCLUDE, I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. OTHER THE WINDINGS SHALL NOT EXCEED '155 C AT ANY LOAD ON THE OPERATING CURVE OF BUT NOT BE LIMITED TO, THE FOLLOWING TESTS: CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR E THE PUMP. BIMETALLIC THERMAL SWITCHES SHALL BE IMBEDDED IN EACH PHASE OF A. THAT THE QUICK RELEASE LIFT OUT FEATURE FUNCTIONS PROPERLY AND ALLOWS THE - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE THE WINDING TO SENSE HiGH TEMPERATURE. THE RATING OF THE SWITCH SHALL BE PUMP TO BE RAISED AND LOWERED PROPERLY. RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007." STRINGENT. 1200C t 50C. THE CONTROL CURRENT SHALL BE CONNECTED THROUGH THE B. THAT ALL UNITS HAVE BEEN PROPERLY INSTALLED AND ARE IN CORRECT ALIGNMENT. WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT BIMETALLIC SWITCHES SO THE MOTOR IS SHUT DOWN SHOULD A HIGH TEMPERATURE C. THAT THE UNITS OPERATE WITHOUT OVERHEATING OR OVERLOADING ANY PARTS AND INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE CONDITION EXIST, THE SWITCHES SHALL BE SELF -RESETTING WHEN THE MOTOR COOLS. WITHOUT OBJECTIONABLE VIBRATION. AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. B4. PUMP . SINGLEMPHASE MOTORS SHALL BE OF THE EXTERNAL CAPACITOR START CAPACITOR E. THAT THERE NO MECHANICAL SPE SPECIFIED PRESSURE AND�QUANTITY OF RAW, - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CIN TRENCH DETAIL RUN TYPE FOR HIGH STARTING TORQUE. MOTORS THAT HAVE INTEGRAL START UNSCREENED SEWAGE. OF SEBASTIAN PUBLIC WORKS, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY CAPACITORS INSIDE THE MOTOR HOUSING SHALL NOT BE ACCEPTABLE. F. THAT THE PUMP SENSORS AND CONTROLS PERFORM SATISFACTORILY AS TO CONTROL OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL (UNPAVED AREAS) C. OIL FlLLED MOTORS OF 2 & 2.5 HORSEPOWER SHALL BE ENCLOSED IN A TYPE SEQUENCE; IE, CORRECT START AND STOP ELEVATIONS, AND PROPER ALARM LEVEL EXISTING UTILITIES LOCATED IN THE FIELD. 316 STAINLESS STEEL OUTER HOUSING. AIR FILLED MOTORS 3 HORSEPOWER AND FUNCTIONS. M-1 ABOVE SHALL HAVE CAST IRON HOUSINGS EQUIPPED WITH EXTERNAL COOLING FINS. 4. IF THE PUMP PERFORMANCE DOES NOT MEET THE SPECIFICATIONS, CORRECTIVE - ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, MEASURES SHALL BE TAKEN OR THE PUMPS SHALL BE REMOVED AND REPLACED WITH EXFILTRATION INFILTRATION, LAMPING, T.V. D. THE PUMP/MOTOR SHAFT SHALL BE CONSTRUCTED OF 420 STAINLESS STEEL AND / PUMPS WHICH SATISFY THE CONDITIONS SPECIFIED. A 24-HOUR OPERATING PERIOD OF SHALL BE KEYED TO ACCEPT THE IMPELLER THE IMPELLER SHALL BE SECURED TO INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED TNG STATION CAN NOT BE > r-00 , , -1 48" DIA. - 12" MIN - �L N FIBERGLASS WETWELL 4 THREADED CAP ON BRONZE SWING CHECK VALVE - 3/4" HOSE BIB W/ RPZ BACKIIOW �_ -\_., PREVENTOR� UT MAIN SERVICE �•� "�-4COUPUNO "KAMMLOO" A �FORCEMAIN DISCONNECT - I l°l . OR EQUAL 'tS � II II I n 1 0 ® II'lCONNECT TO EXIST 10 Q ELECTRICAL SERVICE - - I - r FORCE -MAIN CONST. a FROM METER AND I I O O I 10"X4" TAPPING SLEEVE, 4i PANEL AT BOAT RAMP 4" MJGV E6 L _ - - � - 2.5" MJGV ' � , 5 SCH 80 -,' CONTROL PANEL PVC UNION t - I CAST IRON 4" PVC FM OUTLINE OF ACCESS OPENIN PLUG VALVE VALVE VAULT 2.5" SCH 80 PVC REDUCER/FITTINGS AS REQUIRED 4' TO 2.5' 1 -FLOOR DRAIN (1 12 LF) et PLAN g SEE ELECTRICAL RISER DIAGRAM NOT TO SCALE THIS SHEET FOR PANEL, METER, SWITCH BOX, ETC LOCATIONS w n -ALARM LIGHT (RED COLOR) � Z MAIN SERVICE ENTRANCE O ALARM HORN 04 Q SWITCH DISCONNECT o LIGHTNING ARRESTOR DUPLEX FIBERGLASS BASIN I . I` 3 M � Q r CONTROL PANEL TO BE NEMA 3R S.S. DUPLEX STEEL COVER (LOCKABLE) I+1 AHEAD OF CONTROL PANEL O CONTROL PANEL, LOCKABLE, INTRINSICALLY SAFE, BRONZE T -HANDLED GATE C9 14 Liu /4" HOSE BIB W/ RPZ BACKFLOW ELECTRICAL PROPOSED AT SITE : 3 PHASE NOTE: REQUIRED VALVES AND FITTINGS I VALVE W/ DAVIS METER 2 2 � Y W REVENTOR (FEBCO MODEL #825Y ZFVCT W/ WILL NOT BE ACCEPTED WITHIN CAP AND CONIC. PAD Q Vs o Q Q I' AE, OR EQUAL 18" ABOVE GRADE S.S. BUG SCREEN WET WELL, AND MUST BE PROVIDED EMERGENCY POWER RECEPTACLE 0_ � W � = V Q FROM WATER SUPPLI IN A SEPARATE VALVE VAULT. p C� p U V) O CONDUIT TO CONTROL PANEL___ _ CONTROLS TO RUN CDNtTNuous TO �' BASIN WATER TIGHT � � w JOINT- o = FOR LIQUID LEVEL SENSORS = ELECTRIC CONTROL 4^ EMERGENCY PUMPOUT w o a AND POWER CABLES d PANEL SEAL WATER ` - COUPUIVo ^KAM-LOO" = w W o > W TOP ELEV. 13.50' F) OR EQUAL w w TIGHT v U - - a:� a: - MATCH EXIST. GRADE 4:1 SLOPE ~ z o m T- \ w -:,2 a > cn Y 1 S.S. CABLE q.1 "„�0�..� .U,.� wr w= o w ^ 111A\. 1 HOLDING I I I I MATCH EXiST. GRADE -- \ BRACKET I `- 3 a ~ a o z I I » VALVE: PLUG 4" SCH 80 PVC ZOFLooao�mo5 4:1 SLOPE �� MIN \ - VA VE 36" = o r Q . ,, - ��9> / 1 ./� IST. 10 aq w - z ELECTRIC SERVICE CONDUIT ' * NPT/ 'IN 1 lv ! A FORCEMAIN o a -Z W SIZE & LOCATION BY ELECTRICIAN •FLANGE i C� J' T==w n E z n z o AND F.P.L. N / V V \ ca3 0�3w=acs` HIGH LEVEL ALARM z * �2.5" SCH 80 PvC ELEV."B" \ E SLOPE TO ORAN 0 4" PR 200 BELL AND / O LAG PUMP ON 0.5' T MECCHANICCAETTED L REESTRAINT `P ELEV."C" (2) S.S. PA I .:... ; - AT FiTTINGS/ JOINTS PER Lj 0.5 LI6n FLOOR DRAIN W -�"""' IRC SPECIFICATIONS, SEE f 1 Z O CABLES �� TRAP (1y4 MIN. '�` RESTRAINT SCHEDULE, b C� � -(2) 2.5" DIA. DWG N0. M -5B ■ ELEV. D C � MP ON II SCH 80 PVCDISCHARGE PIPES /POURED FIBERGLASS VALVE VAULT OPTIONAL OYETHYLENE PIPE � 0) U 2.0 � CONCRETE FLOOR W/ LOCKABLE COVER, OR CV Cn 61JDE RAILS PER SPECIFICATIONS THIS SHEET M i -2.5" X 1-1/4" 2" SCH 40 AISI 304SS APPROVED EQUAL N P�+ PVynFF U - REDUCER PIPES Q Y E tit, 0.50' J m pyo �) RM SIGNAL , ! R W r _I LJRK 0.50' I_ b NOTES N � _j w BOTTOM ELEV I - 1,) CONTRACTOR TO LOCATE AND INSTALL INLET HUB IN FIELD. {.L. , IL ch ELEV."G" % I 2,) ALL DIMENSIONS ARE IN INCHES. < O 00 AN11-FLOTATION PLATE J 3.) CONTROL PANEL TO BE NEMA 3R S.S. DUPLEX 9i w U O PLACE 4.64 CY OF 4.) ELECTRICAL: PROPOSED AT SITE :230 VOLTAGE - 3 PHASE ELECTRIC ® Z o c[ SECTION A -A CONCRETE OVER CONSULT W FLORIDA, POWER &LIGHT, 1-800-226-3545 ® a1 o W -j NOT TO SCALE ANTI -FLOTATION RING / . o CONTRACTOR TO 5.) PANEL / PUMPING STATION TO INCLUDE: CD „ 2 INSTALL GROUT a. EMERGENCY POWER RECEPTACLE, COMPATIBLE W/ ® o O AT 1.5:1 SLOPE I.R.C. UTILITY DEPT. EMERGENCY MAINT. EQUIPMENT. L Z z w W b. EMERGENCY PUMP -OUT COUPLING BY "KAM-LOC", COMPATIBLE f - Z z� W LIFT STATION DETAIL W/ I.R.C. UTILITY DEPT. EMERGENCY MAINT. EQUIPMENT. p J � 0 C. ALARM LIGHT & HORN TO INDICATE HIGH LEVEL V 4- Q CD ( PRIVATE) ALARM ELEVATIONS &EMERGENCY PHONE DIAL UP. 06 � p N 6 d. LIGHTNING ARRESTOR. W 6.) PUMP REQUIREMENTS W g F F- � PROPOSED FORCE MAIN Q = 11065 IT M. Q �,' _ - - _ _ C' L,_ (n N DIA LENGTH VELOCITY ABS PiRANHA M46/2, 6.2 HP o 160 mm IMPELLER W o 0x (INCH) (FT) (FPS) TYPE 3450 RPM. � W - > Q 2.5" 125 4.25 P.V.C. SCH 80 1-1 /4" DISCHARGE Z Q J ALTERNATE PUMP � v m 4" - - P.V.C. C900, DR 1$ MANUFACTURERS WILL ai � IY BE CONSIDERED 7.) ALL HARDWARE (NUTS, BOLTS, WASHERS, HINGES ETC.) TO BE 304 S.S. W •.J v > N 8.) ALL VALVES, FITTINGS, CHECK VALVES, ETC. TO BE AS APPROVED BY I.R.C. � � X � 24" X 24" X 8" THICK CONCRETE PAD AT UTILITIES & ENGINEER. CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR 1 EACH VALVE BOX WITH (1) - NO. 3 APPROVAL PRIOR TO CONSTRUCTION. j 4 0 CONTINUOUS. (SHALL BE 36" X 36" IF 9.) CONTRACTOR SHALL VERIFY ELECTRIC AVAILABILITY (10/30 AND NOTIFY ENGINEER OF ANY Z) � ES [-- LOCATED LOCATED IN TRAFFIC WAY.) INCOMPATIBILITIES PRIOR TO ORDERING PUMPS. U) Z CV 10.) LIFT STATION WET WELL, VALVE VAULT AND CONTROL PANEL SHALL BE PROVIDED WITH LOCKABLE HARDWARE. r" I ` 11.) THE OWNER/DEVELOPER MUST IDENTIFY AND CONTRACT WITH A QUALIFIED UTILITY �✓ j J OPERATOR/CONTRACTOR TO PROVIDE REGULAR AND EMERGENCY MAINTENANCE. CONTACT V) Z � INFORMATION SHALL BE PROVIDED TO IRCDUS, D.O.H., SHALL BE POSTED ON A SIGN V I ADJACENT TO THE LIFT STATION, AND SHALL BE PROGRAMMED INTO THE SYSTEM EMERGENCY TELEMETRY NOTIFICATION. 12.) SIGN SHALL BE POSTED ADJACENT TO THE LIFT STATION, PROVIDING THE NAME AND PHONE - . / NO. OF AN EMERGENCY CONTACT IN CASE OF AN EMERGENCY/ SYSTEM FAILURE. MARKED "WATER" OR "SEWER" 13.) THE LIFT STATION MUST BE EQUIPPED WITH A TELEMETRY DEVICE THAT WILL NOTIFY THE AS APPLICABLE EMERGENCY CONTACT/OPERATOR/MAINTENANCE ENTITY UPON ACTIVATION OF THE ALARM NOTES SYSTEM. 14.) THE FORCE MAIN SHALL BE CLEARLY MARKED WITH TAPE OR OTHER MARKINGS AND W VALVE BOX LID SHALL BE PAINTED BLUE IDENTIFIED AS A FORCE MAIN TO ENSURE THE PIPE IS NOT MISTAKEN AS A WATER MAIN. Z F -- FOR WATER AND YELLOW FOR FORCE MAINS 15.) THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION O 0 VALVE BOX PAD COMPLETION AT LEAST FIVE (5) WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION � Z START-UP TO ALLOW FOR A FINAL INSPECTION. I-- `6 THE SHAFT BY A STAINLESS STEEL LOCKING BOLT OR NUT. SHAFTS THAT HAVE THE PUMPS WILL BE REQUIRED BEFORE ACCEPTANCE. IF A PUMP TAPERED OR THREADED ENDS FOR SECURING THE IMPELLER WILL NOT BE ACCEPTABLE. PUT INTO REGULAR SERVICE BECAUSE OF THE LACK OF WASTEWATER OR DISCHARGE SPECIFICATIONS) SHALL BE PROVIDED AND PAID " PUMPING S TA TI 0 N DATA TABLE N E. SEALING OF THE POWER CABLE ENTRANCE INTO THE TERMINAL CHAMBER SHALL. BE FORCE MAINS, THE STATION SHALL BE "EXERCISED" AT A MINIMUM OF TWO TIMES A FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL if-, STA`0+00 NOTE: A MINIMUM TEXT SIZE OF 1/8" ~ J T.O.P. EL. 4.68 !-1- PROVIDED BY A BUNA-N GROMMET IN A COMPRESSION FITTING. EPDXY OR OTHER MONTH BY THE CONTRACTOR. TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR R-38 SHALL BE REQUIRED ON ALL LIFT STATION SITE ONLY COMPOUNDS USED IN THE SEALING OF THE POWER CABLE ENTRY IS UNACCEPTABLE. THE NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS 8" P•V„ AS BUILT SURVEYS. TERMINAL CHAMBER SHALL BE ISOLATED FROM THE MOTOR CHAMBER BY A WATERTIGHT PRIOR TO ANY REQUEST FOR PAYMENT. STA. 0+87 BARRIER.PUMPING CAPACITY G.P.M. 66 W 5. CABLE:T.O.P. EL. 4.40 PUMP MOTOR CABLE SHALL BE OF THE SO/SOW TYPE SUITABLE FOR SUBMERSIBLE PUMP IPRIMARY 0 APPLICATIONS WITH THE RATING PERMANENTLY EMBOSSED ON THE CABLE, CABLE LENGTH _--L-p� �1-' R/W CONDITION TOTAL HEAD (t) FEET 111 SHALL BE SUFFICIENT TO REACH THE CONTROL PANEL WITHOUT THE NEED FOR JUNCTION SWITCH DISCONNECT �- 8" 1/4" BEND STA. O+ 62 EFFICIENCY %M. 37.0% BOXES OR SPLICES. CABLE SIZING SHALL CONFORM TO NEC REQUIREMENTS FOR THE CONTROL PANEL PAVEMENT T.O.P. EL. 4.42 FULL LOAD CURRENT OF THE PUMP MOTOR. THE POWER CABLE FROM EACH PUMP SHALL GENERATOR RECEPTOR L.ECTRIC METER " -_ BE PULLED TO THE CONTROL PANEL THROUGH A MINIMUM OF A 2" DIAMETER CONDUIT. MODEL NO. A 042(O.A.E•) (CONTRACTOR LOCATE) 8 MAIN PUMPING CAPACITY G.P.M. ALL FLOAT SWITCHES SHALL BE PULLED THROUGH A SEPARATE 2" DIAMETER CONDUIT. OPTIONAL -RUN FROM BUILDING INTER- -- 2.03 ACCESSORIES 8" 1/8 BEND MEDIATE 'TOTAL HEAD FEET 1. ACCESS HATCHES: �� METER/ELECTRIC PANAL -- THE WET WELL AND VALVE VAULT SHALL BE EQUIPPED WITH ACCESS HATCHES OF THE UNISTRUT (OR EQ - F.M.UNDER i T 3 �� STA. 1+15 CONDITION SINGLE OR DOUBLE LEAF CONSTRUCTION IN THE MINIMUM SIZES SHOWN ON THE (11----- Z� li/ENCASEMENT 3 _ T.O.P. EL. 4.89 STA. T2s+t$ .EFFICIENCY %Ivl, -- DRAWINGS. THE PUMP MANUFACTURER SHALL COORDINATE THE WET WELL HATCH SIZE / W.M. T.O.P. RL. 8.44 y rte. - WITH THE PUMPS BEING FURNISHED WHILE THE VALVE VAULT COVER SHAD_ BE SINGLE 8" 1/$ BEND F.M. UNDER SAN S. PUMPING CAPACITY G.P.M. �__ DRAWINGS. WITH A MINIMUM OFA 36"X 36" CLEAR OPENING. THE HATCHES SHALL BE AIR RELEASE STA. 1+22 F.M.S.T.O.P. EL. 6.50 SECONDARY Q W C) '-�_ VALVE OVER W M T.O.P. EL. 6.52 SAN S.T.O.P. EL. 6.40- CONDITION TOTAL HEAD (*) FEET -- > W FABRICATED OF ALUMINUM DIAMOND PLATE REINFORCED FOR A 300# LOAD RATING. THE LIGHTENING ARRESTOR COVERS) SHALL BE EQUIPPED WITH STAINLESS STEEL HINGES, STAINLESS STEEL _-- -------I FIELD MOUNTED BY STA. 1+38 A.R.Y. TAP - 8" SLEEVE EFFICIENCY %ES -- 0 AUTOMATIC HOLD OPEN ARMS, AND PADLOCK HASPS. HATCHES SHALL BE AS ELECTRICIAN Y.M. T.O.P. SL 8.48 STA. 1+2$ MANUFACTURED BY HAWDAY PRODUCTS OR ELECTRIC SPECIALTY. -� 11-1 STA. 122.25 Q W TO SERVICE LOCATION 3» P.V. T.O.P. EL. S.s2 MiN. SOLIDS PASS. IMPELLER INCHES 1-1 4 � CI- AFLOAT � CABLE HANGER: VERIFY W/ POWER C0.) A 300 SERIES STAINLESS STEEL CABLE HOLDER WITH A MINIMUM OF SIX HOOKS OF ( R-1/4 SUFFICIENT LENGTH AND STRENGTH TO PROVIDE SUPPORT FOR EACH SEPARATE CABLE SHALL BE FURNISHED. THE FLOAT%CABLE HANGER SHALL BE EASILY ACCESSED FROM m SEAL -OFFS - 2") STA• 2+75 ` R/W V OF BLDG. PUMP MODEL NUMBER NO, M46 2D Z I- ( � PUMP IMPELLER M M 160 W THE HATCH OPENING. I 2 -2" CONDUITS REQ'D FOR 2 H.P. PUMPS 3. FLOAT SWITCHES: 3/4" HOSE BIBB W/ `�. i0 �3�- 2" CONDUITS REQ'D FOR 3 H.P. F.M. UNDER TEL 4,o 24"X24"X6" THK PUMP SPEED (DESIGN) R.P.M. 3450 -CC > Z W FLOAT SWITCHES SHALL BE U.L LISTED NON FLOATING DISPLACEMENT TYPE WITH SEALED * - ___� MERCURY SWITCHES INA CHEMICAL RESISTANT POLYPROPYLENE CASING. SUFFICIENT BACKFLOW PREVENTER AND LARGER PUMPS F.Y. T.O.P. EL. 5.36 + DR MERCURY CABLSHALL BE PROVIDED TO REACH THE CONTROL PANEL WITHOUT THE NEED FOR (WATTS OR EQUIV.) TO TEL. EL. 6.25 g + yy CONIC. PAD W/ 4" THREADED BRASS MOTOR NAMEPLATE H.P. H.P. 6.2 SPLICES OR JUNCTION BOXES IN ADDITION TO PROVIDING AMPLE CABLE FOR HEIGHT WATER LEVEL CONTROL g V B"X�" 10/10 W.W.F. CLEAN-OUT CAP r� Q �` TO PUMP No. 1 MAX. PUMP BRAKE H.P. H.P. 6.2 Z � LW ADJUSTMENTS. FLOAT SWITCHES SHALL BE ROTO -FLOATS AS MANUFACTURED BY ANCHOR -0 -"'`�� R/W 1 \ ` T-'- < SCIENTIFIC. �-__ _ TO PUMP ND.2 __j 4. FIBERGLASS BASIN. `� - iNE FIBERGLASS BASIN SHALL BE MANUFACTURED FROM COMMERCIAL GRADE POLYSTER RESIN. 3/4" GALV. RISER • �_--�'�� » T `'� i +, a,. " f MAX. MOTOR SPEED R.P.M. 345 op 2 GALV. PIPE OR EQUIV. POSTS e T �• a . a a I FLaw y - THE COMPLETE WET WELL SHALL HAVE A DYNAMIC LOADING OF 16,000FT-LBS AND SHALL NOT 8 P.V.,R-6. Ili .,, INITIAL INFLUENT RATE PEAK G.P.M. 27.0 _ DEFLECT VERTICALLY DOWNWARD MORE THAN A 1 4" AT THE POINT OF LOAD APPLICATION WHEN 2" MINIMUM 121+00 122100 123100 I I(; iI' •,-i'" � z O_ THE EL.S.SST N "" MIN. PUMP CYCLE TIME MINS. 15.4 v - / SLEEVE REQUIRED _ �- + �_ LOADED TO 24,000LBS. THE FIBERGLASS VALVE VAULT SHALL BE 24"X36"X30" DEEP AND MEET / . m ', � • v - , "A, .. $ -, ° a �• GRADE v 8" SAN. S. TOP ELEVATION FT 13.5 THE REQUIREMENTS FOR INCINDENTAL TRAFFIC H-10 LOADING AS ESTABUSHED BY ASSHTO. a � , � .a V. " , ,,, � 't `' ffi THE COMPRESSION STRENGTH SHALL BE AT LEAST 11,000PSI. FLOAT SWITCHES SHALL BE TO WATER SUPPLY - - - I NOTES 4" SLIPXTHREAD „ , ULUSTED TYPE "S-ROTOFLOAT" MANUFACTURED 8Y ANCHOR SCIENTIFIC, INC. WITH 30 FEET OF _ 1. ITALICIZI►D PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION INFLUENT PIPE INV. ELEV. (N) ELEVA' 4.1 1 STO PVC CABLE. . . .CONCRETE SLAB 48" Lx12" Wx10" D TO BE PROVIDED BY THE CONTRACTOR'S SURVEYOR TO IRCDUS CLEAN-OUT COUPLING OR CONCRETE AROUND POSTS ON REPRODUCIBLE AS BUILT SURVEY 11RAWINGSI ALL AS BUILT SURVEYS PAVING, BASE COURSE, I, ALARM SIGNAL ON ELEV. ELEV."B'' 3.60' xGROUND ROD TO BE SIGNED, SEALED AND DATED, SURVEY DRAWINGS SHALL ALSO BE \-4 PVC PIPE 12" o, 24" DEEP PROVIDED ON A 3 i/2' COMPUTER DISK IN AUTOCAD R32 FORMAT OR LATEST. AND COMPACTION AS PER CLEAN-OUT LAG PUMP ON ELEV. ELEV."C'. 3.10' 2, BASELINE N13FOCONSTRP PEON & STATIONING OF ITEMS TO BE ON THE TYPICAL TRENCH DETAILS LEAD PUMP ON ELEV. ELEV."D" 2,60' ENGINEER CER71FlCA710\ 3. TOP OF PIPE ELEVATIONS &STATIONING TO BE TYPED LISTED SEALED " *' * ❑ JOSEPH W. SCHULKE RENDU ED PRESSURE (RPZ) BACKFLOW PREVENTOR &SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR E2ELEASE (/ACNES PUMPS OFF ELEVATION ELEV. E O.QO FL REG. NO. 47048 TO BE INSTALLED IN WATER SUPPLY LINE TO AS CONSTRUCTION PROCEEDS, LOW ALARM SIGNAL ELEV."F" N/A ❑JODAH B. 5E LIFT STATION (FEBCO MODEL #825Y OAE). 4, CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER BIFL REG. NO. . 57396 OF TURNS TO CLOSE EACH VALVE, 6" PVC BOTTOM OF WET WELL ELEV."G' -1.00' 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ❑WILLIAM P. STODDARD ADDRESS, AND TAX I.D.NUMBER FOR ALL PROPERTIES ADJACENT TO SERVICE LATERAL PUMP MANUFACTURER ABS PUMBS FL REG. NO. 57605 ELECTRICAL PANEL / RISER DETAIL (WITHOUT R.T.U.) LINE EXTENSIONS, DEPTH AS PER PLAN IKO 6. AS -BUILT SURVEYS SHALL BE TIED TO ONE P, R, M, PER EACH 1400 L F, FEMA FLOOD: ZONE 'X' BACKFL❑W PREVENT❑R T❑ BE THE REDUCED OF BE TOIEDTTOOCTHENI, RHC. GLOBALEPOSOITIONINGCSYSTEMTION OCONTROLAND SHALL NATE: AT NON -TRAFFIC BEARING AREAS, PRESSURE Z❑NE ASSEMBLY TYPE, CONC. PAD IS NOT REQUIRED, AND CAP AS BUILT DRAWING MAY BE PVC. NOTE: (EXAMPLE) 1. THE PUMP REQUIRES 3 PHASE ELECTRIC. M-15 TYPICAL CLEAN-OUT DETAIL DAT414'w SHEET 1'7 PROJECT NO. i ` 07-027 mf1v1Gi? 11.00 10.00 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 -1.00 a F -CURB - D -CURB x 6.54 x 6, 47 75 \ North �\ x 5.60 I x5.18 �P x591 CONSTRICTION BARRIER, SILT FENCE AND SIGNS) i 10.15 6�� S`Q�� PLS A SIGN: "KEEP OUT - TREE PROTECTION AREA" (TYP.) SURFACE ROOTS OF PILING OR OTHER XRBORIST AND ENGINEER AND UNEXPOSED. CONST. BARRIER, CONST. BARRIER, SCALE= 1 _,� 26' SILT FENCE SILT FENCE 2 12 AND SIGN AND SIGN MULCH; MULCH SEED/MULCH 5.5' S/W -� .� ... 3.5' S/W _� ...... 2 BARK _ ..._.... _ ....._........._ 2 BARK. _.... ........ .�E . ... .. .. ..... .............. MULCH -- — = MULCH `SOOT PRUNE EXIST. RETENTION�!� IN _ EXIST CURB _ ...� ......._ _........._.. m. ----TRENCH- _._._. M ..-TO BEmFILLED 4_ITI� - TRENCH CAREFULLY REMOVE lll�llll�l_ (REMOVE , PYIgT RnAn PAVEMENT & SURFACE OF r TREE & ROOT PROTECTION + + + + +++++ + + + + + + + + + + + + + + + + + + 2" BARK MULCH + + + + + + + + + + +++ Vy v W SEED/MULCH REINFORCED CONCRETE EX I STs SHELLROCK T a O n��e DIAMETER OF TREE CROWN � o 3°+ ROOT PRUNE TRENCH CUT WITH ROCK SAW OR TRENCHER (FILL AFTER WITH SOIL) " I IF CONSTRUCTION OPERATIONS MUST TAKE PLACE WITHIN THE CROWN SPREAD AREA, INSTALL 6 IN. OF A ROOT PRUNE TRENCH SEVERS ROOTS WITH A CLEAN CUT, PROTECTING REMAINING ROOTS FROM WOOD CHIPS ON TOP OF THE SOIL TO PROTECT IT, USE PLYWOOD MATTING OVER MULCH IN AREAS CRACKING, ROT, AND DISEASE. WHERE EQUIPMENT MUST OPERATE. PROTECT THE TRUNK OF THE TREE WITH PLANKING LOOSELY CABLED M AROUND THE TREE TO REDUCE SCARRING BY EQUIPMENT. REMOVE PLANKING, MATTING, AND MULCH AS a IF CONSTRUCTION OPERATIONS MUST TAKE PLACE WITHIN THE CROWN SPREAD AREA, INSTALL 6 IN. OF A ROOT PRUNE TRENCH SEVERS ROOTS WITH A CLEAN CUT, PROTECTING REMAINING ROOTS FROM WOOD CHIPS ON TOP OF THE SOIL TO PROTECT IT, USE PLYWOOD MATTING OVER MULCH IN AREAS CRACKING, ROT, AND DISEASE. WHERE EQUIPMENT MUST OPERATE. PROTECT THE TRUNK OF THE TREE WITH PLANKING LOOSELY CABLED M AROUND THE TREE TO REDUCE SCARRING BY EQUIPMENT. REMOVE PLANKING, MATTING, AND MULCH AS SOON AS OPERATIONS ARE FINISHED. A BARRIER SUCH AS THAT ILLUSTRATED CAN KEEP CONSTRUCTION Z O cn EQUIPMENT AND PERSONNEL FROM COMPACTING THE SOIL AROUND TREE ROOTS. LL w o00J � . WcoU c_ 0 GENERAL INFORMATION ABOUT CONSTRUCTION AROUND EXISTING TREES NOTES: GREAT CARE SHOULD BE TAKEN NOT TO COMPACT, CUT, OR FILL THE EARTH WITHIN THE CROWN AREA OF 1. CONSTRUCT TREE PROTECTION BARRIER / SIGNS AND SILT FENCE PRIOR TO ANY SITE WORK. EXISTING TREES. MOST TREE ROOTS ARE LOCATED IN THE TOP 6 TO 18 IN. OF THE SOIL, AND OFTEN 2. ARBORIST TO ROOT PRUNE AND PREPARE SOIL: INJECT SOIL WITH COMMERCIALLY PREPARED SPREAD CONSIDERABLY FARTHER THAN THE DRIP LINE OF THE TREE. COMPACTION CAN CAUSE SEVERE KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE ROOTS. ROOT DAMAGE AND REDUCE THE MOVEMENT OF WATER AND AIR THROUGH THE SOIL. TO AVOID 3. ARBORIST TO INSPECT TREE PRIOR TO CONSTRUCTION, TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE COMPACTING THE EARTH, DO NOT OPERATE EQUIPMENT OR STORE MATERIALS WITHIN THE CROWN SPREAD, ALL DEAD WOOD, AND TREAT TREE FOR ANY EXISTING INSECT AND DISEASE PROBLEMS. W 4. DURING SITE WORK, APPLY ADDITIONAL WATER IN THE CANOPY AREAS AS NECESSARY TO COMPENSATE BEFORE CONSTRUCTION BEGINS, INJECT THE SOIL WITHIN THE CROWN AREA OF NEARBY MATURE TREES FOR ROOT LOSS BEYOND PRUNED AREAS. WITH COMMERCIALLY PREPARED KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE TREE ROOTS. PRUNE TREE ROOTS AT THE EDGE OF THE ROOT SAVE AREA, AS ROOTS PULLED .< DURING GRADING CAN SNAP OR SPLIT WELL INTO THE ROOT SAVE AREA. ROT AND DISEASE THAT ENTERS �Z�><c DYING ROOTS IN COMPACTED OR FILLED AREAS CAN MOVE INTO THE TREE IF ROOT PRUNING HAS NOT z _5 CIO z BEEN CARRIED OUT. INSTALL TREE PROTECTION FENCING AND SILT PROTECTION AT THE LIMITS OF L J w w CONSTRUCTION ACTIVITY NEAR TREES. C> > N �0) DURING CONSTRUCTION, APPLY ADDITIONAL WATER IN THE CANOPY AREA TO COMPENSATE FOR ANY ROOT QO LOSS BEYOND THE CROWN SPREAD. HAVE ALL MATURE TREES INSPECTED BY A CERTIFIED ARBORIST BEFORE CONSTRUCTION BEGINS, TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE ALL DEADWOOD, AND (0 Z N TREAT ALL TREES FOR EXISTING INSECT AND DISEASE PROBLEMS. WHEN POSSIBLE, BEGIN FERTILIZATION (~ P` � AND PROBLEM TREATMENTS AT LEAST ONE FULL GROWING SEASON BEFORE CONSTRUCTION. J ED V �~ 2" TO 3" GRAVEL REINFORCED STR CO.NCRE CONS-. BARRIER, S 'ILT FENCE AND SIGN PAVEMENT GRADE 6" ABOVE= EXIST. ELEV. CONSTRUCTION I1"11hiT 12'+— 16' ["N' F CONST. BARRIER, SILT FENCE AND SIGN /�-- 5.5' S/W 9.190 we, EAST /WEST SECTION (E/W SECTION) O s w o 1,, o ) r 3 Q N z � w �s X U 000��o '0 w wo oN x wW¢ � Sow �wo��a�t-xow ¢~a�Owzo�aa�3 Z o 1 000z Dwog oma 0WZQ2 ow=x�wZ3�� \Fd33w�N3wSdo, l U � o M ® Z O cn cy— LL w o00J �C ��=o WcoU c_ 0 ® o W --I 0 �zww Zzw � o> CL N Q 06 Q W w0 F_ ti cz C q _> O 11- 1 - .< �Z�><c z _5 CIO z n L J w w W C> > N �0) QO �o86� (0 Z N CL (~ P` � rU� V♦ J ED V �~ z �Q Q� ®z w o Q w o-Cw Q >, cm w w clf o w U w_ cy— o�wo LLJ L -LJ V) �-- V) Z m(YzW _> w .< �Z�><c o. �o86� �z CL �— M i I GINEER CERDFlCAiION' ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTI.E FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DAT SHEET 18 PROJECT NO. 07-027 h North X142 \ \\ \ 13.35 �c CRAP x x 1359 GRAPHIC SCA \\ 135\`130::\\\1 1 7350 20 + 10 20 LE x 13 4 \ \ o \ + \ c 1 \ z \11 1 x12.6812.Y,r e "VIA A 80 ) �\ o F x13.75 , L�:o� . �\ 1 inch FEET 20 1c \\ \ �v \ �1 <n \ x r3, 9 12.20 - M� -73 1 \ r3.2 \ � � 1 n '. --� � � \ �. . , , • •TOPCATCH ` BASIN \\ 35- 9 1 ,) 36 138g SAIV D o x 14.04 1, 2-' x Jj 3 C 1.3.22 X11,94 \_ S 8 .7s pj. x' \1\ O 1 p \ x 8 X r4r6;1�s� i1\ 0 0 0 0 p \. \ 96 , _>\ 1.HAND/CAPPED 907 . \ c� E 13.9 � 44 o -\ \ o X/ST//1/G >4 2 \\�\ 1 ;1\mo �� \ CONCRETE 9�847x 11� m\ /'ARK/NG HANDIC.9PPEp 10.3. �r, _ �c - 3 > 80 q 2 1 \3.214:39 39�'~�' 4r�0 1' 1i " 3�1 2.38 \ v w \ 1 1Q o 16% 11 1 '111 ;, I \ I z C" x 6 47 a . - 14.5 _ 14 45 �, �` ,» ` ` I x 6.54 o \ 1 14. 12 5",. Z 14.98 14.41 . 60 '� .I . 70, 981 y. ^ 6.38 .. N 0 14. _ + a! 14.35 '�O/� r3 �6 r0, r2 x 5 60 0 3 Q II \ 'V f xfx:14.8 \\ 1369SLAB I \ \ 1 II 1 \ PE .Oi `\\\\ MALL ' » 13.58 x 13.18 9 kH \ 4' TAL y` - x 10.6 TOP EL =H Bf W o 13 ��) 27> 5:, , \\ \\� 8X18 13.10 1" \ �'�BVKNOWN x Q 3 V 1 1 13.54 DESTRIAN 4 74.16 .� S�UAR WALK X18 \ r 38 r/ PEDESTR/ 1 13,91 \ S/GNAL r 19 /14.22 AFFIC S/GN 1 \\ "4 3� x 14. r2 \ \ ON 6",004E / AL �, WALK UTTO � { = � 70,72 X ° X 14.24 13.73 1' \ .. \ / \ 1 "\ �\ + 9 83 6. o N \\ w� w �. . 1 .:-.\ x4.22 FD. 1 1/2" IRON PIPE r4.4r14'z 13,8 14.20 \ \ j: ' t/ \\ 14 r2 O PANEL BOX N8°30.'�6 �� 764.86' \ 9 am -_s FD. 1 1/2" IRON PIPE 27 \ O > �zUwow}xw V"� ]IBJ 4.34 /14.05 \ \ 1 X14.41 ,j/4.38 A'S X18 1 x�0? C _ - �- - -101a �- -- �woz'Fc 3�w 1 T --� > --- ------ 4 -' - "'�. - % 1 N \ ----- 0.43 y o x - - - - - - - - - - 7r 1 r36 CO \ cwaw a4 a 3 - - ----------- -- _ _ - r3 �- / 392 ALG 4X4 I - - - - - - - - - -Q- 14 x04-�y�3 j R FF/C SIG 1 \".:` 5 - 5 NC. x1 151 _ 45: 14 U3' \' ',-STATE k - o�ozrwo z 1 00 /� i E ROAD DEPT �` F.� . /2 /170NUMENT --' ��- V..._= .-1' 3�=oako mks COAIC SIDE ALK 14; " ^ 1.36 14..52 -moi .43 �P.O.C: OF LINE �� __U4B ---- -=5i- ---------=°- --- 9.16O?A/ _ 4w== o��z�¢� ;N ., _==____=__ _==___- -----==fi=x �cc� 13,92 CURVE: S� _- - - --�__ -G wat7cc``w3� SE LINE SIDE ALS - - - 14 oa 13 92 ` -= - - - PER 4 103 g ' - - , -- - � � 12 r - - - - _ w - ... t --- _ - 1524 1449 ORA/ 1423 1409 4.02: T TE FLQRICI 7.56 1 8 3 - �a33b`�v3w�ao , A l S A OF 5 EL. DEPT. A' S TE ROAD G1! /Al E J PP �AG,��NHOLE SECTIONI� 8801 WAY RED, ,YELL TRJ 27.5'X18" x S %NV'=� - - - - - X x r5 a8 i A QED OVER) 10, AD #5 & GREEN O , AFF/C S/GN gL cn f v fill C. 0. S. DRA/NAGE _ X 15.58 we JEW m W - M V sm jW jim iii w m i�* 4" 0 APPARENT RED, ' _ CONNECTION 1 _.YELL Off; ST `�,V 1A I V , » 8 0' V Y BETWEEN DRAINAGE SYSTEMS ` GREEN \ r x RE[�, BAIL, V 00 � � YELL Ott; WEST �30U ` 1s 9a G i'EF ND N voi 6 - - RED. yc, - - -L O - - =": AND GREEN BALL 0 1 YELL OW � ST �� ET QSOUTiy BOUND N /Y ARROty MAI L C� -� BOUND » RED, YELLOIy, STATE ROAD DEPT gq 1 6X6 X36" _ � N83 °�30'1 6 "E � o & GREEN B INTERSECTION SEL(NE BELLSoUTH T�LX� C PAD j .o S . STA. _ ALL W 8` 6X15" - - u S pUND PER STATE OF F MAIN 1036+ 10 41 & E8 18, 43 o `_�� RLEDT. � E ROAD00 LORIDA, S� T X4 B 32" BELLSOUTH R�{T� 0 ,, .SIAM \ \ MANHOLE YLLOI� WAY » 1 D W�;ALP,yA, Z U c ice, `'/ 5 _ _ _ Q 1662 16.' 1576 _-------------- -- _ --- 148 14. GR X18,, u, a 411 ----- - - - --- LLIJ RE o x x 40 - ------x--- --------- 1s, -- - - -x, 91 EEN BALL TR 1416 =�- -=c ' __ - - o _ - - - - - .r;r 1 F=r URB-�5 3 3 AST BOU 1 SIG/VAL 1 - �F cam' OI�JC "SiD�r„4', - - Al Q 17.94 _ $... '/ tai r z M. s z . ND s 3 f?B r - Et rs l : -I . INK 17.78- 76.55 CSN(. SlL1� ✓11 4 t r� . , .� ia i�r , zMA.r �a;� r sae Z O FD. 5/g" IRON 1595 - - - { -I'_\ 4714.34 - �'" ROD------ �ts9�-=-----------1 ti----- - L5 s1 �"�\\ TRIAN - �a= -'� - iz �Z W W x 1 = rr \ 15. W L KS x �" O X37. niR s°�n'> 7_:' �... -- - - - - - - - - - Z 00 15.5\ S/G/VA // ' 1 1 1 .53 12� g _ � 9\ 14.74 6 �� POLE : � 2 x ~ r. co\ 1 L 1184 1 . `1 I . � Q iz N VV ON i ... 27..5''X�8 TRAFF/C.. �` / co � � o rn S/GIVAL 18'X18 1y 5`5i'\28 �- / / / w 1 '; `�- co H/STO '' / 114.75 i r� 05 Gk!\464 N BUTTONS FOR \ \ r J LL! - tW- � CROSSdyA 1 36 " I( . S/GN i co/vc S\ 1605" 15 -71 k 1^J�AL E L L (/) N LIGHT LK & I K9" °�; { I I_ O CRET S ABS J u 14.59 14 O _ F 15 .� o -� , Lco ELECTR/C - = o SRA/NAGE 15.15 - �� i I f Iz: SERVICE 1 to SOP MANHOLE I I I I Ary CO 1 15 8g EL. = 16.01 ' 1 115.04 1� EXIST/IVG �•. N INv ;., I _ 11 �2) 27., 5'X18" E ,/NV. EL. 23' 11 4'X4". F D//V 14" 11 wN� E�-10.51 , 1 ;:111} 1 PosT W//.ON w W - 76. 111 1ETER /GH�/ STREET �1' 11 ' 52 15161 ' 1 I I I W o> cv C1 1A cz of I 1 I ,%, � J Z �5 1 1 �1 11 O SERC : t 42• �4 1 11 0 41 11 1 .F. o // E' I� J �5., �. 252 "250 Z 5 1 111m 1 `�.. _ -rN 4. 15.27 .-- "'x 15.2 2 1 111.931 x is os .. CONG A' PARK �n �^- W > t 15.24' 15.47 Pq •�CF- 43.12 155�X 3`3cG�1� 3 DCONC. x 11.86 15.77 ?5 22xx Ijj 03 � NF1 x X 16.14 �1 J fi c, 16.15x 6 43 41` . m ��' X x15.88` 9 �11 2Z41' SS 3'x3.5 15.54 111 �'4 SLAB COCONC. b 1 15 rl W/ POSTAL 14.9p OHE 111 x S 13.65 Z ERV/CE BOX x 1 1 r � 1 j� 14 F'ARKu O a-- 36'X32" /NLET-_/ 15�1 BENCH �S c� B/KE ONL Y S/GN 1\1 w o o L'joZ 11. 4.,UQ v G1r N 11111r) r) X111 1111 m ' Z X111 1 X111 ; R�w r Q >'56 / x 14.44 , 51 5 50 5 4, 15.59 �. . x:,5.4.94 f 1255 •>1�7, '�(� 15.40 1s 15.76 111 APPROX/Mq TE L p x�1 111 OF .EXIST, BUt, RIEDA T/ON 1 F--- 1521 1 1s 5 66 x 15 93 1 _ v 111 CAPPED f -L 0w WE `� \ ` � � U 111 LL c� �► Lij X211 TWO C]341 W 0,3 LLJ cry W BZW � ZW ci -�C �- �Zc"d CL- J ❑ JOSEPH W SCHULj(E F- REG. NO. 47048 D JODAH B. 81771,E FlREG. NO. 57396 ❑ W1WAM P. STODDARD FL REG. N0. 57605 _DATE JUL0 120 SHEET 19 y PROJECT NO 07-027 J MAINTENANCE OF TRAFFIC PLAN FOR MAIN STREET ROAD CLOSURE PER MUTCD PAGE 6H-45 \ \ y \\ SCALE: 1 "=20' 61 30 R1-1 STOP SIGN \ \\ \ & NO LEFT .TURN SIGN \ N \ S1-QEWALK CLOSED CROg \ \ \ I HERE SIGN (R9-11 \ \ \\ -A I F � IYPE III BARRICADE A ROAD CLOSED SIGN (R11-2) PER MUTCD PAGE 2B-44 r lw NOTES: 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL X o \\ DEVICES AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. �i \\ 2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED THERMOPLASTIC. 3. RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE TO CONSIST OF 4" SQUARE MONO -DIRECTIONAL o \ WHITE, AND BI-DIRECTIONAL YELLOW. ROAD CLOSED AHEAD SIGN (W20-3) i 4. LANE LINE RPMs ON THE 4 (OR MORE) LANE PORTION OF ANY DIVIDED ROADWAY SHALL BE PER MUTCD PAGE 6F-17 100 ".. - \\ BI-DIRECTIONAL WHITE/RED. z5. RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX 17352 AND THIS PLAN, BUT INSTALLED TYPE III BARRICADE / n / ON -THE -STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. 6. SEE SHEETS 12 & 13 FOR PAVEMENT MARKINGS/SIGNS/RPM PLACEMENT, DETAILS AND SPECIFICATIONS, _ — __ _ — — \ \ - 11 FOR APPLICABLE CONSTRUCTION DETAILS AND SPECIFICATIONS. 100 _ f- —_ _ _ _ — � AND SHEETS 9 _ \�\ SIDEWALK CLOSED CROSS, ( 7. SEE SHEETS 5, 6, & 21 FOR ON-SITE DRAINAGE & UTILITY CONSTRUCTION. CD HERE SIGN (R9-11 I I 8. REFURBISH ALL EXISTING PAVEMENT MARKINGS DISTURBED BY CONSTRUCTION ACTIVITIES. f 0 S W 0 C14o p \ 0 7 x— �' 00, i Zai,}� moa - �wo��a�F-prow �1 'A �ww`t�=ozzw g mss... Zp��pp WppmO pwx=pwwwZ3p� c wO��wwa�zw a33�.i��3 wD a- V: / �1 V O E U M c_ J � O ® Z o aci W J cn cc R cc SZ coV 0- L� z Q . a W —� 0 m Q Z o OW Z i/1 ZZ r A>, '09% Ll j O .>• A � � ;. Q` N 0' O v06 Q N qr 0 W p _j zU N 0 r` L L X �� n �QJ 4 ca LL 00 W •. w W > W �� c U Z O J <C ti ZN a S d --- -------- ` I wo'sm Q 0 S W 0 C14o p \ 0 7 x— �' 00, i Zai,}� moa - �wo��a�F-prow �1 'A �ww`t�=ozzw g mss... Zp��pp WppmO pwx=pwwwZ3p� c wO��wwa�zw a33�.i��3 wD a- V: / �1 V O E U M c_ J � O ® Z o aci W J cn cc R cc SZ coV 0- L� z Q . a W —� 0 m Q Z o OW Z i/1 ZZ r A>, '09% Ll j O .>• A � � ;. Q` N 0' O v06 Q N qr 0 W p _j zU N 0 r` L L X �� n �QJ 4 ca LL 00 W •. w W > W �� c U Z O J <C ti ZN a S d --- -------- a cn �j} � C) L,J � ,t y n LSI C/? E -- r'-/ S r y v) > Z m ck/ L W .L� Q o- "� >- ® F Z r v — � i ENGINEER MORMON` ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 5760 AU _ - - DATE: SHEET 20 PROJECT NO. 07-027 O cc cc 0 0 z 0 ci Lo Ld 0 N(orth GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) I inch = 10 ft. KEY 8" SIMPLY REINFORCED STAMPED CONCRETE Y 8" CONTINUOUSLY REINFORCED STAMPED CONCRETE 11 Al I x -------------- COLD JOINT 2" DEEP CONSTRUCTION JOINT TO BE SAW CUT is CHAMBER OF COMMERCE. F.F. EL. =15.14' LLJ F— LAJ C:) u LLJ Ld C) LLJ C) LLJ rv-*, F— LLJ V) F— mL.Lj m ry LLJ C:) >- D F— C--) ENGINEER CERIZEICARON OJOSEPH A SCHULKE Z- FL REG. NO. 47048 OJODAH B. 11TILE FL REG. NO. 57396 [11MWAM P. STODDARD FL Rff"605 X - DATE: SHEET 22 PROJECT NO. 07-027 8" BOMACRON STAMPED CONCRETE #5 CONT @ 12" O.C- (SIMPLY REINFORCED) 12" STABILIZED SUBGRADE (F.B.V. 50) (98% COMPACTION AASHTO T-180) SUBGRADE TO — BE MIXED TO A HOMOGENOUS MATERIAL FILL COMPACTED TO 98% MAX. DENSITY SIMPLY REINFORCED CONCRETE PAVING SECTION N.T.S. 8" BOMACRON STAMPED CONCRETE (CONTINUOUSLY REINFORCED) 6" GRAVEL UNCOMPACTED EARTH #5 CONT #5 CONT TOP @ 12" �BOT = 3 .II ' , Ire 1I iAi'_': CONTINUOUSLY REINFORCED CONCRETE PAVING SECTION N.T.S. #5 @ 3' O.C. j 18" 10" N a, (1) #5 CONT -- \— COLD JOINT (BOTH SIDES) W/ EPDXY COLD JOINT SECTION N.T.S. COLD JOINT PLAN N.T.S. NOTES: 1. SAW CUTS MUST BE 2" DEEP AND PERFORMED WITHIN 24 HOURS OF THE CONCRETE POUR. 2. SPONGE FINISH AT ALL STOP BARS, CROSSWALKS, ARROWS SO THAT THE `CONCRETE WILL ACCEPT THE THERMOPLASTIC. 3. ALL CONCRETE TO BE 8" - 4000 PSI DESIGN MIX 4. PROTECT CURB/FLATWORK FROM IRON OXIDE COLORING WITH 4 MIL PLASTIC SHEETING. 5. POUR CONTINUOUS - NO GAPS IN POURING. 6. CONCRETE SHALL BE SEALED WITH TWO COATS OF ACRYLIC URETHANE SEALER WITH NON-SKID. SIMPLY REINFORCED N 18" 10" 00 lr�vlx7_211 Ir2111 I (1) #5 CONT —f " (BOTH SIDES) CONTINUOUSLY REINFORCED_ ROOT PRUNE TRENCH —SEE TREE PRESERVATION PLAN CONTINUOUSLY AND SIMPLY REINFORCED CONCRETE JOINT N.T.S. CONTINUOUSLY AND SIMPLY REINFORCED CONCRETE JOINT N.T.S. 5.50 � ti X097 5.07 x 1.22 \ / x / 2. / / L; ✓ / 4• S 1� 6.33 L 8.90 .73 `� 0� L 1 7 v< x 6. 0 � f C I I BOAT RAMP DETAIL SCALE: 1" = 10' EXIST. 66' INDIAN RIVER DRIVE V RIGHT-OF-WAY W PEDESTRIAN CROSSWALK ASPHALT PAVEMENT ` ' 6" CONCRETE 31.91' 10.0' _ CONSTRUCTION JOI —� 10.00 .._.......,..........._... "_T sem._. 8.90" __._..._........_. 9.00 EXIST CONC. 8.00. __44�OAT-fRA4}f�. 7.00 6.00 5.00. 4.0 0 a PFIVED ROAD REMOVE E IST. CONCRETE 3.00 . I OLD CONC. 2.00 m_ _I 1.00 EPDXY NO 5 0.00 -1.00 _ -2.00_.__M__._. _.......__._....._r. _.. _.. '4 t x i 0.90 .86 / / � a 5.36 � s � , L Z_ � 3 GPxE�G � MIN. 6" THICK, 3000 PSI CONCRETE TEXTURE SURFACE TO MATCH EXIST. RAMP NO. 5 REBAR " 4_.j2""O:c: w........ — DRILL AND EPDX _____._._.._..._.NO "5 Af EXIST. CONCRETE RAMP BOAT RAMP SECTION (SECTION A3) m INDIAN IV—ER-UG-76-0 WN M.H.W.L 17 PLACE FLOATING _..... __...- _ __ _. TURBIDfTY-BARRIERS-- 1 / � ��a Q 00 LO NLO M 0 v O � S frt m a � cn r - a o o � 0 0 W r Q: a. . o Z 1 0 N o 0 Z w W U �� w w o = xW ¢ m OU �wa�~oa�v�pw <XaWzwoi5aa~ ZoI�ooWo=mpg z wOT=W W'T n �a4tREW0D3tUzi / /1' 13 C7 13 o � w � o0� Q � Z o c� C:) 0 w0� 0 zoo Z GL= z z o N � z cp 1 �� 0 Z0 C Ofj M z�gnu. U to C4 v V) Q� W ® o F— LLJ U W W dY � Z C) U F— p W �-•� W_ ® W O WQ:� ry cl- Z CY f --- F-- W C/) F— in Z _> z w z G W Li Q o C) 86 ry >_ Ft Z r) v � ENGINEER CERWCATION\ ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITTLE FL REG. NO. 57396 ❑WWAM P. STODDARD FL REG. NO. 57605 DATE: SHEET 23 PROJECT NO. 07-027 60 \1 F*7 m North GRAPHIC SCALE 0 30 60 120 1 1 1 1 - ( IN FEET ) I inch = 60 ft. ROAD CLOSED AHEAD SIGN (W20-3) PER MUTCD PAGE 6F-17 SIDEWALK CLOSED HERE SIGN (R9-11 (2) ROAD CLOSED (R11-2) SIGN(S) & TYPE III \BARRICADES 240 / / \ z< a ........... LOT 11 LOT f5 00 IW -t7 \ / / \ \N \ \ LOT 10 LOT 16 LOT 17 W-16 LOT 9 LOT 19 .......... 'Ey OT v V ;RO\ §k i NULWALK ULUJLU UKUJJ HERE SIGN (Rg-ll) CONSTRUCT TEMPORARY DRIVEWAY TURNOUT SIDEWALK CLOSED SIGN (R9-9) OTS OPEN CUT/BACKFILL AND REPLACE BASE/ASPHALT INCLUDE — ARBORIST/SPECIAL REQUIREMENTS TO SAVE HARDY OAK TREE. — ALL IMPROVEMENTS WEST OF INDIAN RIVER DRIVE. — TEMPORARY DRIVEWAY TURNOUT AT REAR OF CHAMBER. — TWO OUTFALL STRUCTURES TO INDIAN RIVER LAGOON. — RETENTION AREA EAST OF INDIAN RIVER DRIVE SOUTH OF RAMP AND PIPING AS SHOWN. — FPL RELOCATIONS/NEW SERVICE — PROVIDE APPLICABLE MOT (FDOT 600 SERIES) AS REQUIRED FOR ROAD, UTILITY, DRAINAGE, ETC.. WORK NEAR/ADJACENT TO/OR WITHIN THE TRAVEL LANES OF MAIN STREET (WEST), U.S.1, & INDIAN RIVER DRIVE. — EXISTING STREET LIGHTS TO REMAIN OPERATING UNTIL NEW STREET LIGHTS IN PHASE 2 ARE READY TO BE POWERED ON. ,or (2) ROAD CLOSED \\(R11-2) SIGN(S) & TYPE III BARRICADES 'k, "N X X, ROAD CLOSED AHEAD SIGN (W20-3) V SIDEWALK CLOSED C O\�t\� HERE SIGN (R9-11) \\ % (2) ROAD CLOSED (R11-2) SIGN(S) & TYPE III \BARRICADES ROAD CLOSED AHEAD SIGN (W20-3) PER MUTCD PAGE 6F-17 -----BORE WATER ., SERVICE BENEATH EXISTING ROAD L,SIDEWALK CLOSED SIGN (R9 (2) ROAD CLOSED 200 FT AHEAD LOCAL TRAFFIC ONLY SIGN(S) (Rl 1-3)— SIULWALK CLUSLU UKU55 HERE SIGN (Rg-ll)— LOT; GRAPHIC SCALE 60 0 30 60 120 240 uj V) 00 C� IN FEET 04 I inch = 60 ft. (2) ROAD CLOSED (R11-2) SIGN(S)T & TYPE III BARRICADES �,.---SIDEWALK CLOSED SIGN (R9-9) Q E 0 C14 Co LOT 6 W _j C: LOT 5 L 0 _Lj U) _j 'ALO LL e7 4 C110 Zo 2: o 00 q W im LOT 3 0 0 W i'O LD > go C) L LOT 06 _C� ly N CY) 0 7- wo 4 1D I -A < 0 t F_ 0 INDIAN F > \1A < LOT ED IAG % ............ /41 Lcj �=C, Q� W C > C,4 (o EIEC. ANEL _jv z < z 04 A \2, �; \ U j n J vj F_ k �IA 0 7, p V < 0 ry Ld uj 0 n 2: :z 0 WTE RY, . ..... CHAMBER \ Rheo z N W LL_ U- r-) 91NO 0— P F1' AS E 2 \\ W V) INCLUDE (2) ROAD CLOSED -< 77, w 250 FT AHEAD m NORTH/SOUTH ROAD CONNECTIONS TO I.R. DRIVE AND 1ST LIFT --01'-- LOCAL TRAFFIC ONLY V) W ASPHALT ON INDIAN RIVER DRIVE. SIGN(S) (R11-3) TURN -OUT DRIVEWAY FOR ADJACENT MOTEL. C) 0 86 COMPLETE ALL ELECTRIC FOR NEW STREET LIGHTS AND START UP. BORE ALL CONDUITS BENEATH EXISTING ROAD. Z5 m NOTE: '20M CER CARON" PHASING PLAN IS A SCHEMATIC DRAWING, AND DEPICTS GENERAL OJOSEPH W. SCHUME CONSTRUCTION BY PHASE. CONTRACTOR SHALL FURTHER DEFINE A FL REG. NO. 47048 [I JODM 8. BITTLE DETAILED SCHEDULE OF IMPROVEMENTS WITHIN EACH PHASE AND 00 R_ REG. NO. 57396 Ao []WWAM P. SlOODARD SUBMIT TO ENGINEER FOR REVIEW. THE PRIMARY GOAL IN THE �op FL REG. NO, 57605 PHASING IS TO KEEP INDIAN RIVER DRIVE OPEN. IT SHALL NOT BE 5�1 CLOSED FOR MORE THAN 30 DAYS. o DATE: SHEET ROAD CLOSED AHEAD SIGN (W20-3 . 24 PROJECT NO. 07-027 \1 \/— LOT 15 -\,g LOT 76 LOT 17 LOT 19 \ i' EXISTING BUXOM'.^ LOF20 .................. THIS PARKING AREA SHALL BE OPEN FOR CHAMBER USE. L �T,22 N, v LOT 2 0 V h V 0 V 2 'LOT 11 LOT 10 CIDEWALK CLOSED SIGN (R9-9) REMOVE TEMPORARY DRIVEWAY & RECONSTRUCT SIDEWALK AND TYPE 'F' CURB, AND COMPLETE PARKING RETENTION AREA GRADING AND STORM SEWER AND COMPLETE UTILITY CONNECTIONS TO CHAMBER INCLUDE — OPEN NEW INDIAN RIVER DRIVE AND MAIN STREET FOR VEHICULAR USE. — ALL IMPROVEMENTS EAST OF "NEW" INDIAN RIVER DRIVE. — FINAL LIFT OF ASPHALT ON NEW INDIAN RIVER DRIVE TOGETHER WITH PAVING OF BOAT TRAILER PARKING AREA. NOTE: PHASING PLAN IS A SCHEMATIC DRAWING, AND DEPICTS GENERAL CONSTRUCTION BY PHASE. CONTRACTOR SHALL FURTHER DEFINE A DETAILED SCHEDULE OF IMPROVEMENTS WITHIN EACH PHASE AND SUBMIT TO ENGINEER FOR REVIEW. THE PRIMARY GOAL IN THE PHASING IS TO KEEP INDIAN RIVER DRIVE OPEN. IT SHALL NOT BE CLOSED FOR MORE THAN 30 DAYS. SIDEWALK CLOSED SIGN (R9-9) North GRAPHIC SCALE 60 120 1 1 ( IN FEET ) 1 inch = 60 ft. U f nn UVJ E 0 pic- C'4 co V) r 00 0 0 Zitcou-ko 0- ry 100% Lo -j co "o co r 0 (-) 0 Z :Z. C; Ow vi W 5 > < C). L-! 06 Q� 0 CN W 'CT W C) Ld Qr) L, Ct) C,4 C) 0 z PIZ > z < M -j u - ED W > 04 64 it C.0 CY) .J Z (:5 < F - Z C14 C) uj F- 0 z V) < 0 0- ry Ld -j Lu (-) n Z Z 0 Lj < () �= 0 Z Ld Li C) F— z z 0 C) Lu C—) LLJ C) I w0 LL Q Ld ry n - < LLJ F V) < m ry LLJ LAJ V) LLJ LA- >- C) < C:) >— ry F— -21, IFENGINEER URMCA71ON OJOSEPH W. SCHULKE FL REG. NO. 47048 EIJODAH B. BITILE FL REG. NO. 57396 CIWIWAM P. STODDARD FL RM NO. 57605 I IAO "SATE: SHEET 25 PROJECT NO. 07-027 I 0 a m 0 N 00 0 0 N c a a u 'L U Oi 3 co Lu Lu CLa NOTES 1.OSTEO BOLT CIRMS 42' 014 ETER HAMM BOLT ORCLEi 12 IPP DIAWMI PlNR+UH BMT CIFICLEt V OtAMETER 2 HADCO STRONGLY RECOt4tEND$ USM LE"lF M NUTS TO MOUbIIT POST BASE. F FOUNDATION IS HOT LEVEL MEASE 'X'OMEN" ACCORDINGLY WHEN Usm LEVELING Nur$ WITH WASHERS. X " 2 SW HIN" WITH LGVELMG N11T5 x " 2 VB' "Him" WRt#dR LEVELING NUTS 3. F USING GROUTM TO CONGEAL GAP SENSENN BASE AND FOLI DATIOFL ALLOW FOR WATER DRAINAGE, 012.]0 STREET SIDE \�TO T. STREET�IGKrS 11 \ \ \ ( L ✓T 14LOT 7,3 \ / 9 G HADCO LIGHTING LOT 12 � `BASE h°\ f LOT 11 �Z �\ FASTEN BASE WITH 1/2" SS STUB OUT (4) 1/2" DIA SS THREADED ROD WITH SS I I BASEPLATE PROVIDED \ \\ \ \ THREADED RODS WITH 20 NUT AND WASHER BY OTHERS \\ / LOT 10 DOUBLE NUT AND WASHERS DIA 16 / \ \\'=\ 976.00 -' (4] MOUNTING WASHERS / / 972.00 RECOMMENDED ( '"S (MIN 16 EMBED) �, . \ %11 / ewsE ,.�—''`— A!� NUTS SIOfi BOLT CIRCLE f J j ,�- / \ \ \ z � C) S \ {iF 16 \ O O / \\ LOT 9 ANCHOR ROD TEMPLATE CTTC30{ \ p�ss� ��a � LL,j•, LOT 17 \ V A I4) LEVELING WASHERS I AND NUTS I �I LLJ l hri A A SEE NTE2�, % 12-3 8" DIAD y �s LOT a .< \ p, I a ° ° ° --- �' BOLT/ i Q / 1 - INF 15 a ° o- ° ; [41 31aV OIA LOT 19 V A / ;:�l L 1 r`."�IC->::) I '6HOT DIPPED GALVANIZED €Ts•.,_.� '1 �'—STEEL ANCHOR RODS (6) #5 VERT WITH CDS `" "" / LOT r Lpvlll ° ° Q e a ^I EX/ST7NG \ F( a° 90° HOOK TOP / .... BUILDING. / \ , EL,=13.57 �; - t{ g CONDUIT O LOT 20 WF -f4 CAI LLJ t8Y OTHERS] � Lor /� , I . 4o d ° ° a ! \ EM VI- I !\ '\ zo e � „..,I CONCRETE FOOTER `C / >x �rv.71 ..�U.. is ... (BY 07HERS1 } / O1 5 Haaca -STREET LIGHT G LIHT POLE FOUNDATION DETAIL " \ ° =1 \ �,Itll� 1. IT IS INTENDED THAT ALL NEW LIGHTS ARE TO MATCH MAKE/MODEL N0. OF \ \• EXISTING STREET LIGHTS, CONTRACTOR TO CONFIRM PRIOR TO ORDERING. LO 22 / IWI 3 jLr,Il A 2. ALL NEW LIGHTS SHALL BE PROVIDED WITH, AND ALL EXISTING PROJECT UNITS \ \ \ t 11 (8) TOTAL SHALL BE RETROFITTED WITH A NEW REFLECTOR TO SHIELD DIRECT LIGHT AND GLARE FROM THE INDIAN RIVER. THE REFLECTOR SHALL BE A FULL BOLLARD LIGHTING O TN TOP W/ HOIISF SI(1F SHIFID OR OTHFR TYPE FnR THIiSF PURPOSFS BASE ITEM NO. IGCOMLGTO1 (WWWAMERICANFLAGSTORE.COM) BOLLARD LIGHT FOUNDATION DETAIL LENS/MOUNTING RING HOUSING: COMPRESSION MOLDED, FIBERGLASS REINFORCED POLYESTER COMPOSITE. \ (\� �s \%\ COLOR IMPREGNATED BRONZE COMPOSITE WHICH WILL NOT FLAKE OR PEEL WHEN SCRATCHED. UEC �k `�` GROUND LEVEL SHOWN WITH 36" POST. POST SIZE RANGE FROM 12" TO 120" LENGTH LOCATION: OUTDOOR CERTIFICATIONS: UL HOUSING: ALUMINUM LIGHT SOURCE: COMPACT FLUORESCENT, INCANDESCENT VOLTAGE TYPE: LINE VOLTAGE LOW VOLTAGE NOTE: IT IS INTENTED TO USE EXISTING CONDUITS WHERE POSSIBLE FOR TRAFFIC SIGNAL FROM POLE TO PULL BOX TO PULLBOX, ETC... CONTRACTOR SHALL CAREFULLY REMOVE EXIST. PAVEMENT AND SIDEWALK IN THE VICINITY OF THE PULLBOXES AND SIGNAL POLES. ANY DAMAGED CONDUITS SHALL BE REPLACED BY CONTRACTOR - SEE SIGNAL PLAN. IN = s s Q a Ief— Nb, th W GRAPHIC SCALE 40 0 20 40 80 160 I I ( IN FEET) 1 inch = 40 ft. LEGEND W � � O UNDERGROUND ELECTRICAL CIRCUIT IN UEC urc SCH 40 GREY PVC ELECTRICAL CONDUIT (PRIVATE) Cq > o O USE uGE UNDERGROUND ELECTRIC (FPL) W O O O U AHE aHE OVERHEAD ELECTRIC (FPL) wo�� T w�FwaW xawiw— =ZU�OOmi_N� EXISTING STREET LIGHTS TO REMAIN Zo��ooaomo3 a!-- K�W{-��p�Zw�QU' o:==�wWwZ3N� EXISTING STREET LIGHTS TO BE RELOCATED (7) wok ww� �awcn xo'==xv�zvl�a - 5 NEW LOCATION ` d33w�N3w�o % EXIS77NO SEAWALL SNEEMILE WW/ WOOD CAPI - 2 RESET AT NEW GRADE \ / + PROPOSED NEW OR RELOCATED STREET LIGHTS (16) \ - 11 NEW \ - 5 RELOCATED Z U - � RELO6 TE o PROPOSED 12V PEDESTRIAN BOLLARD LIGHTS (25) Jv \ x PROPOSED 240V PEDESTRIAN BOLLARD LIGHTS (8) J M L I\ \ a CD \\ ® 0 \ \� Z LL cn 00 ROPOSED BOLLARD Q ' = p �`R\ \ LIGHTING (TYP.) ® W CD W J \. _ GFS ;F a m -'z Q z W y d ELOCATE \ 2 / 0 1 C-3 \ = W o \/ 3 REMOVE EXIST. Q T FLAGPOLE UPUG 000K v Z) _ �. /COD., EX15 , NG Iz 0 > Q 4000 ryry uj 2 .77E BENCHMARK W W OF GRA 7F E1=6.19' W W 12DIFY STING ELECTRIC CONTROL PANEL AND METERw > NEXIST aNEL / PER ELECTRICAL ENGINEER � tD \POLES Qo RELOCATE - SIMILAR h� O LjG T I fi-' LOCATION, BUT IN Z N pL N RAISED GRADE r" vCC\ U v n —2 �w J \ 0- t7 F— E I CD ISA OOMS 0„ 36•• ELOGATE J ICONC�jO)ytRZiNEz \>oo 0„ r �S C-) L.LJ \�,. 70 \ ® > L.,-1 PROPOSED NEW AT&T q `J \ 0"" Q W o .. 12„ EXIST/NG --\• WF s �! i na Dtilitersl RISER (BY AT&T) BUILDiNU.. �` ® "\ ,,\ �o”: `p L+- C. [i undneorked by FF. EL.. -9.26 e� \ V 70 to' A ° REROUTE EXIST AT&T PROPOSED NEW AT&T s WF5 UNDERGROUND UTILITY UNDERGROUND UTILITY i :'/ \ `ffi \\ \ o --t (BY AT&T)~. \ \ L••.L��! f — ... j°./ CaVC. PAWL °� 1 V EXISTING! LAN�SCAP£D \ ' ° Z W BUILDING nANo�� V �' wF 3 m F..F E1..=7557'. \ woosicN \ .r cD� 0 W TO EXIST. (J7 Z W R CONG. PARKIN 'f L, ry\V s \ \ 0 Y� STREET LIGHTS L sroP `s \ OWER P LE' o\ 10" (8) o Q M STREET LIG \ ® C:drill o 0 REMAIN \ \ F-- NOTE:.. \ I0 a >- ALL LIGHTS TO BE CONTROLLED ��; �� \ \ \ 2•- 2" �� Z CL WITH A PHOTO CELL m '3y �` V \ l2" `��"'` 1 U v CIRCUIT* \ \ \ V Az° 12 16 " o" \ APPLICATIONS: COMMERCIAL LIGHTING, RESIDENTIAL DESCRIPTION PURPOSE \ \ \ \ o„ o~ �a � FINISH: BLACK ROUTE PATHWAY STYLE: BOLLARD- _-� bW �ENGYNEER CER71FlCA77 C-1 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT FUTURE BATHROOM \ \ V �V A 10„ EXISTING ' \ \ ❑ JOSEPH W. SCHULKE � WARRANTY- THREE-YEAR LIMITED WARRANTY. ( C-2 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (10) LOW VOLTAGE (12V) PEDESTRIAN BOLLARD LIGHTS (SOUTH OF CONTROL PANEL) BUILDING \ \ \ REG. No. 47oas " - `tom. t HEIGHT 42 107CM o" to ( ) \ F. F . EL 9 9b'' \ \ �� ❑ JODAH B. BATTLE WIDTH: 16" 41CM C-3 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (15) LOW VOLTAGE (12V) PEDESTRIAN BOLLARD LIGHTS (NORTH OF CONTROL PANEL)-" \ FL REG. NO. 57396 I ( ) (y BOLT CIRCLE: 4Y" (111 CM) C-4 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (18) STREET LIGHTS (NORTH) S5 NEW/RELOCATED \ \ \ ❑WILUAM P. STODDARD 2& 13 EXISTING \ I� ANCHOR RODS: INTERNAL (3) �i" DIA. X 15" LONG (1.3CM X 38CM) C-5 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (8) 240V PEDESTRIAN BOLLARD LIGHTS / FLAG UPLIGHT / IRRIGATION \ REG. 05 FL NO BASE DIAMETER: 6" (15CM) - - - ��ux MAX. WEIGHT: 60 LBS C-6 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (4) STREET LIGHTS (MAIN STREET) A \ QUANTITY: 25 I C-7 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (18) STREET LIGHTS (SOUTH) 7 NEW/RELOCA'ED \ \ \ DATE: '~ .� , & 11 EXISTINGPF C-8 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY_ CONDUIT LIFT STATION - 6.2 H.P., 230 VOLTAGE, 3 PHASE ELECTRIC m \ \ SHEET TURTLE FRIENDLY BOLLARD SPECIFICATIONS zz \ \ 26 C-9 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT INTERSECTION SIGNALS - SEE SIGNAL PLAN / �� C-10 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT EXISTING 35 DOCK LIGHTS - 13 WATT FLUORESCENT NTS PROJECT N0. *NOTE: CIRCUIT ROUTE SHOWN ARE SCHEMATIC - SEE ELECTRICAL ENGINEERING PLAN � � 07-027 ROCK GUARD: NONE LENS RING: COMPRESSION MOLDED COMPOSITE RING. - REFLECTOR/YOKE ASSEMBLY WIRING: UNIT FURNISHED WITH POTTING COMPOUND AND MOISTURE ABSORBING PAK FOR MOISTURE FREE INSTALLATION. LENS & GASKET. CLEAR TEMPERED LENS FURNISHED WITH A HIGH TEMPERATURE SILICONE GASKET FOR A WATERTIGHT SEAL FIXTURE HOUSING AIMING: 15 DEGREE ANGLE EITHER SIDE OF VERTICAL ROTATION. 360 DEGREE INSIDE OF HOUSING. SOCKET: MEDIUM BASE SOCKET. WIRING COMPARTMENT LAMP: 130 VOLT PAR 38 90 WATT 150 WATT MAX. * LIGHTING FIXTURE REQUIRES INSTALLATION BY CERTIFIED ELECTRICIAN ONLY / UQUID-TIGHT CONDUIT SUPPLY CONDUIT CONNECTOR FLAGPOLE U P L I G H T DETAIL NTS HADCO - BOLLARD (CF73) HOUSING: FOUR (4) ROOF STYLES AVAILABLE EITHER WITH OR WITHOUT A BRIM AND A SMOOTH OR RIBBED TOP. CAGE LEGS ARE 9-20 STAINLESS STEEL RODS WITH AN EXTERNAL 14" SCHEDULE 40 ALUMINUM PIPE SLEEVE. HEAD IS SECURED TO THE BOLLARD TUBE WITH THREE (3) 5/16"-18 STAINLESS STEEL ALLEN HEAD SET SCREWS FOR EASY REMOVAL FOR RELAMPING. 356 HM HIGH-STRENGTH, LOW -COPPER, PROPRIETARY CAST ALUMINUM ALLOY . 6" SCHEDULE 40 EXTRUDED ALUMINUM PIPE WITH A WALL THICKNESS OF 0.281". EASY ACCESS TO LAMP. A WEATHERPROOF BALLAST ASSEMBLY ISOLATES THE BALLAST FROM WATER AND HEAT FOR LONGER LIFE. ALL NON-FERROUS FASTENERS PREVENT 15" CORROSION AND ENSURE LONGER LIFE. (41 Cm) FINISH: THERMOSET POLYESTER POWDERCOAT IS ELECTROSTATICALLY APPLIED AFTER A FIVE -STAGE CONVERSION CLEANING PROCESS AND BONDED BY HEAT FUSION THERMOSETTING. LABORATORY TESTED FOR SUPERIOR WEATHERABILITY AND FADE RESISTANCE IN ACCORDANCE WITH ASTM B-117-64 AND ANSI/ASTM G53-77 SPECIFICATIONS. FOR LARGER PROJECTS WHERE A CUSTOM COLOR IS REQUIRED, CONTACT THE FACTORY FOR MORE INFORMATION. _1 `! OPTICAL ASSEMBLY: TYPE III REFRACTOR BOWL TYPE V REFRACTOR BOWL HEAT -RESISTANT, LOW EXPANSION BOROSILICATE GLASS REFRACTOR jI BOWL TYPE V SPECULAR LOUVERS. OPTICALLY DESIGNED, HIGHLY POLISHED ALZAK© ALUMINUM, INTERNAL LOUVER ASSEMBLY. 7" DIAMETER, w Ifi 3/16" THICK U.V. STABILIZED, CLEAR ACRYLIC LENS. - LAMPING: MH AND HPS MEDIUM BASE: E17. I I ELECTRICAL ASSEMBLY. KEY -SLOTTED BALLAST ASSEMBLY WITH QUICK DISCONNECTS MOUNTED TO CAST ALUMINUM BRACKET FOR EASY I f MAINTENANCE. 4KV RATED MEDIUM BASE PORCELAIN SOCKET. NICKEL -PLATED SCREW SHELL WITH CENTER CONTACT. BALLAST: ALL HID BALLASTS ARE CORE AND COIL AND REGULATED WITH POWER FACTORS BETTER THAN 9D% (HPF). BALLAST PROVIDES +/- 5% LAMP POWER REGULATION WITH +/- 10% INPUT VOLTAGE REGULATION, BALLASTS ARE FACTORY PRE -WIRED AND TESTED. METAL HALIDE - ; BALLASTS ARE CAPABLE OF STARTING AT -20' F OR -30' C AND HPS AT -40'F OR -49C. INSTALLATION & MOUNTING: HEAVY DUTY %' CAST ALUMINUM BASE PLATE IS MOUNTED TO THREE (3) } -13 X 15" GALVANIZED STEEL ANCHOR 42, BOLTS WITH WASHERS AND NUTS ON A 4-%* BOLT CIRCLE (USE FACTORY SUPPLIED TEMPLATE). BASE OF BOLLARD CAN BE LEVELED WITH OVER 07 cm) AND UNDER NUT. TUBE IS MOUNTED TO THE BASE PLATE WITH THREE (3) 3/8-16 FLAT HEAD ALLEN KEY STAINLESS STEEL. TAMPER -PROOF SCREWS. CERTIFICATION: UL LISTED TO U.S. SAFETY STANDARDS FOR WET LOCATIONS. CUL LISTED TO CANADIAN SAFETY STANDARDS FOR WET LOCATIONS. MANUFACTURED TO ISO 9001:2000 STANDARDS. WARRANTY. THREE-YEAR LIMITED WARRANTY. HEIGHT : 42' (107CM) WIDTH: 16" (41 CM) BOLT CIRCLE: 4 1/2" (11CM) ANCHOR RODS: INTERNAL (3) 1/2" DIA. X 15" LONG (1.3CM X 38 CM) BASE DIAMETER: 6" (15CM) — MAX. WEIGHT. 60 LBS 04-112'- cm) t 10" FINISH: BLACK HADCO + _. ~ ROOF. RRIM/SMOOTH 10O CRAFTWAY SHOWN WITH 36" POST. POST SIZE RANGE FROM 12" TO 120" LENGTH LOCATION: OUTDOOR CERTIFICATIONS: UL HOUSING: ALUMINUM LIGHT SOURCE: COMPACT FLUORESCENT, INCANDESCENT VOLTAGE TYPE: LINE VOLTAGE LOW VOLTAGE NOTE: IT IS INTENTED TO USE EXISTING CONDUITS WHERE POSSIBLE FOR TRAFFIC SIGNAL FROM POLE TO PULL BOX TO PULLBOX, ETC... CONTRACTOR SHALL CAREFULLY REMOVE EXIST. PAVEMENT AND SIDEWALK IN THE VICINITY OF THE PULLBOXES AND SIGNAL POLES. ANY DAMAGED CONDUITS SHALL BE REPLACED BY CONTRACTOR - SEE SIGNAL PLAN. IN = s s Q a Ief— Nb, th W GRAPHIC SCALE 40 0 20 40 80 160 I I ( IN FEET) 1 inch = 40 ft. LEGEND W � � O UNDERGROUND ELECTRICAL CIRCUIT IN UEC urc SCH 40 GREY PVC ELECTRICAL CONDUIT (PRIVATE) Cq > o O USE uGE UNDERGROUND ELECTRIC (FPL) W O O O U AHE aHE OVERHEAD ELECTRIC (FPL) wo�� T w�FwaW xawiw— =ZU�OOmi_N� EXISTING STREET LIGHTS TO REMAIN Zo��ooaomo3 a!-- K�W{-��p�Zw�QU' o:==�wWwZ3N� EXISTING STREET LIGHTS TO BE RELOCATED (7) wok ww� �awcn xo'==xv�zvl�a - 5 NEW LOCATION ` d33w�N3w�o % EXIS77NO SEAWALL SNEEMILE WW/ WOOD CAPI - 2 RESET AT NEW GRADE \ / + PROPOSED NEW OR RELOCATED STREET LIGHTS (16) \ - 11 NEW \ - 5 RELOCATED Z U - � RELO6 TE o PROPOSED 12V PEDESTRIAN BOLLARD LIGHTS (25) Jv \ x PROPOSED 240V PEDESTRIAN BOLLARD LIGHTS (8) J M L I\ \ a CD \\ ® 0 \ \� Z LL cn 00 ROPOSED BOLLARD Q ' = p �`R\ \ LIGHTING (TYP.) ® W CD W J \. _ GFS ;F a m -'z Q z W y d ELOCATE \ 2 / 0 1 C-3 \ = W o \/ 3 REMOVE EXIST. Q T FLAGPOLE UPUG 000K v Z) _ �. /COD., EX15 , NG Iz 0 > Q 4000 ryry uj 2 .77E BENCHMARK W W OF GRA 7F E1=6.19' W W 12DIFY STING ELECTRIC CONTROL PANEL AND METERw > NEXIST aNEL / PER ELECTRICAL ENGINEER � tD \POLES Qo RELOCATE - SIMILAR h� O LjG T I fi-' LOCATION, BUT IN Z N pL N RAISED GRADE r" vCC\ U v n —2 �w J \ 0- t7 F— E I CD ISA OOMS 0„ 36•• ELOGATE J ICONC�jO)ytRZiNEz \>oo 0„ r �S C-) L.LJ \�,. 70 \ ® > L.,-1 PROPOSED NEW AT&T q `J \ 0"" Q W o .. 12„ EXIST/NG --\• WF s �! i na Dtilitersl RISER (BY AT&T) BUILDiNU.. �` ® "\ ,,\ �o”: `p L+- C. [i undneorked by FF. EL.. -9.26 e� \ V 70 to' A ° REROUTE EXIST AT&T PROPOSED NEW AT&T s WF5 UNDERGROUND UTILITY UNDERGROUND UTILITY i :'/ \ `ffi \\ \ o --t (BY AT&T)~. \ \ L••.L��! f — ... j°./ CaVC. PAWL °� 1 V EXISTING! LAN�SCAP£D \ ' ° Z W BUILDING nANo�� V �' wF 3 m F..F E1..=7557'. \ woosicN \ .r cD� 0 W TO EXIST. (J7 Z W R CONG. PARKIN 'f L, ry\V s \ \ 0 Y� STREET LIGHTS L sroP `s \ OWER P LE' o\ 10" (8) o Q M STREET LIG \ ® C:drill o 0 REMAIN \ \ F-- NOTE:.. \ I0 a >- ALL LIGHTS TO BE CONTROLLED ��; �� \ \ \ 2•- 2" �� Z CL WITH A PHOTO CELL m '3y �` V \ l2" `��"'` 1 U v CIRCUIT* \ \ \ V Az° 12 16 " o" \ APPLICATIONS: COMMERCIAL LIGHTING, RESIDENTIAL DESCRIPTION PURPOSE \ \ \ \ o„ o~ �a � FINISH: BLACK ROUTE PATHWAY STYLE: BOLLARD- _-� bW �ENGYNEER CER71FlCA77 C-1 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT FUTURE BATHROOM \ \ V �V A 10„ EXISTING ' \ \ ❑ JOSEPH W. SCHULKE � WARRANTY- THREE-YEAR LIMITED WARRANTY. ( C-2 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (10) LOW VOLTAGE (12V) PEDESTRIAN BOLLARD LIGHTS (SOUTH OF CONTROL PANEL) BUILDING \ \ \ REG. No. 47oas " - `tom. t HEIGHT 42 107CM o" to ( ) \ F. F . EL 9 9b'' \ \ �� ❑ JODAH B. BATTLE WIDTH: 16" 41CM C-3 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (15) LOW VOLTAGE (12V) PEDESTRIAN BOLLARD LIGHTS (NORTH OF CONTROL PANEL)-" \ FL REG. NO. 57396 I ( ) (y BOLT CIRCLE: 4Y" (111 CM) C-4 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (18) STREET LIGHTS (NORTH) S5 NEW/RELOCATED \ \ \ ❑WILUAM P. STODDARD 2& 13 EXISTING \ I� ANCHOR RODS: INTERNAL (3) �i" DIA. X 15" LONG (1.3CM X 38CM) C-5 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (8) 240V PEDESTRIAN BOLLARD LIGHTS / FLAG UPLIGHT / IRRIGATION \ REG. 05 FL NO BASE DIAMETER: 6" (15CM) - - - ��ux MAX. WEIGHT: 60 LBS C-6 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (4) STREET LIGHTS (MAIN STREET) A \ QUANTITY: 25 I C-7 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (18) STREET LIGHTS (SOUTH) 7 NEW/RELOCA'ED \ \ \ DATE: '~ .� , & 11 EXISTINGPF C-8 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY_ CONDUIT LIFT STATION - 6.2 H.P., 230 VOLTAGE, 3 PHASE ELECTRIC m \ \ SHEET TURTLE FRIENDLY BOLLARD SPECIFICATIONS zz \ \ 26 C-9 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT INTERSECTION SIGNALS - SEE SIGNAL PLAN / �� C-10 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT EXISTING 35 DOCK LIGHTS - 13 WATT FLUORESCENT NTS PROJECT N0. *NOTE: CIRCUIT ROUTE SHOWN ARE SCHEMATIC - SEE ELECTRICAL ENGINEERING PLAN � � 07-027 r a Pavement Core #1, C-1 613 Asphalt 5.5" Concrete Then to 2411 Dark Gray Sand Pavement Core #, C-2 2.7511 Asphalt 3.5 it Brown Cemented Coquina nock 6" Concrete Then to 2411 Dark Gray Sand Pavement Coro #3, C-3 5.7511 Asphalt 5.2517 Concrete Then to 2431 Dark Grayish (Brown Sand Pavement Core #4, C-4 0.7'5'! As-phalt 511Brown Sand with Limerock 6.25" Gray Sand Then to 2411 Light Gray Sand ----------------------------------------------------------------- Static Penetrometer Reading HA -1 Blows/ ----------------------------------------------------------------- Depth HA -2 40-70 ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF DEPTH Strata PEN DESCRIPTION OF DEPTH Strata PEN DESCRIPTION OF - DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS — ---- ----------------------------------------------------------------- READINGS SOILS ----- —-------------- — ----------------------------- READINGS —------------ ------------------- — ------- —----------------------------------- READINGS ------------------- — -------- ------------------- — -- — ----- -0- 0" - 36" -0- Grayish Brown Sand -0- 0" - 10" -0- Dark Grayish Brown -0- 0" - 16" Brown Sand with some Dark Gray Sand with -0- 0" - 16" Brown Sand with Shell Dark Gray Sand with Clay FL. REG. NO. 47048 with Roots JODAH B. BITII.E ------------------------------------------ Sand with Roots - with some Roots (0"-48") Roots Clay and Rock SHEET Roots Light Gray Sand (4"-52") PROJECT NO. 6" - 12" -------------_------------- Brown Sand with Clay — ------ —----------------------- 3 -1- Dark Gray Sand (8"-24") 4 -1- -1- 36 -1- 10" 20" 32 Brown Sand with some 1- 3 26 -1- 32 36 ------------------------------ -1- ------------------------------70+----------------------------- ------------- Clay Light Gray Sand 3 -------------_----------------------------------- ------------ 6 -2- Light Gray Sand ------------------------------------------------- 20" 36" 6 Dark Gray Sand -------------_------------------------------------------------ 16" 40" 9 ------ Light Gray Sand -------------------------------------------------------------- 16" 50" Light Grayish Brown -2- 44 -2- 34 20" - 58" -2- ------------ Light Gray Sand 34 -2- 30 Sand 24 - Light Cray Sand -2- -3- ----------------------- — -- —36------------------------------ -3- 30 36" - 72" Dark Brown Sand -------------------------------------------------------------- 40" - 60" Brown Sand -4- 35 -4- 35 -3- ------------------------------ 40 ----- ----------------- -3- 36 36" - 60" Brown Sand -4- 39 -------------------------------------------------------------- --------------------- 50" 72" Dark Brown Sand -4- 37 -5-------------------------------41----------------------------- -5- --------------------------- -5- 41 -5- ------------------------------ 39 ------------------------------ -5- 41 60" - 72" Dark Brown Sand 60" - 72" Dark Brown Sand -6- ------------------------------46---- ------------------------- -6-------------------------------46------------------------------ -6- ------------------------------ 39 ----------------------------- -6- ------------------------------40---------------------------- -- Water Table: 28" Below Existing Grade Water Table: 28" Below Existing Grade Water Table: 30" Below Existing Grade Water Table: 40" Below Existing Grade Water Table: 48" Below Existing Grade Water Table:.38" Below Existing Grade Water Table: 42" Below Existing Grade Water Table: 44" Below Existing Grade ■� Depth Static Penetrometer Reading HA -1 Blows/ SPT -N Depth HA -2 40-70 Dense Blows/ HA -3 HA -6 Blows/ SPT -N HA-4 68" Below Grade ------------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF ---------------- DEPTH ---------------------------------------------------------------------------------------------------------------------- Strata PEN DESCRIPTION OF DEPTH Strata Description of Soil PEN DESCRIPTION OF ------------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS W V) F– SOILS IN FEET FROM -TO READINGS SOILS -0- 0" - 6" -0- Light Brown Sand with -0- 0" - 22" ry Dark Gray Sand with -0- 0" - 12" L Brown Sand with some -0- 0" - 12" EMNEER Brown Sand with Shell -------------------------------------------------------------- Clay FL. REG. NO. 47048 coquina rock JODAH B. BITII.E ------------------------------------------ Roots - with some Roots (0"-48") 4TE: Clay and Rock SHEET -1- Light Gray Sand (4"-52") PROJECT NO. 6" - 12" Q7-027 Brown Sand with Clay 3 -1- Dark Gray Sand (8"-24") 4 -1- -1-------------------------------70------------------------------ -1- 3 28 -1- ------------------------------ 36 ------------------------------ -1- ------------------------------70+----------------------------- 5 12" - 38" Light Gray Sand 3 -2- 12" - 70" 6 -2- Light Gray Sand 12" _ 20" 6 Gray Sand -2- ------------------------------------------ 6 ----------- 9 ------ -2- -------------------------------------------------------------- 3 5 - 20" - 58" ------------ Light Gray Sand -2- 67 -2- - 22" 48" 24 - Light Cray Sand -2- 28 -2- 60 2 3 -3- 3 3 29 -3- 3 5 32 -3 50 -------------- 38" 64" --50------ _ Grayish Brown Sand 5 5 -4- 56 -4-------------------------------32------------------------------ -4- -4- ------------------------------------------6-----------8------- 34 -4- 47 5,.- 10 ----------------------------------------4-----------6------- -4- ------------------------------------------ ' 48" - 66" 4 ----------- Brown Sand Light Brown Sand Light Dark Brown Sand -5- 52 -5- 37 Dark Gray Sand (48"-661) -5- 35 -5- -------------------------------------------------------------- -5- 58" 72" 44 Brown Sand ------------------------------------------------------------- - 64" 72" Brown Sand --------------------------- 66" 72" -------------- - --- --- -- - Dark Brown Sand -------------_------------------------------------------------ -5- 3 -6- ------------------------------ 50------------------------------ -6-------------------------------35------------------------------ -6- 70" 84" ------------------------------------------3------------------ 37 Brown Sand ---------------------------48------------------------------ -6- ------------------------------ ------------------------------------------ 48 ------------------------------ Water Table: 48" Water Below Existing Grade Water Table: 30" Below Existing Grade -6- 7 14 -6- Brown Sand 4 7 -6- Brown Sand 4 7 -7- -7- -------------------------------------------------------------- 2 Water Table: 46" Below Existing Grade 6 -7- 6 -7- ------------------------------------------ Water Table: 68" Below Existing Grade 3 HA -5 HA -6 HA -7 Dark Brown Sand HA -8 5 ------------------------------------------------------------ DEPTH Strata PEN - ----- DESCRIPTION OF ------------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF ------------------------------------------------------------------- DEPTH Strata 12 PEN DESCRIPTION OF --------- DEPTH --------------------- Strata ----------------------------------- PEN DESCRIPTION OF IN FEET ------------------------------------------------------------------- FROM -TO READINGS SOILS IN FEET --------------------------------------------- FROM -TO READINGS SOILS --------------------- IN FEET ---------------------- FROM -TO -------------------------------------------- READINGS SOILSIN FEET -------- FROM -TO ------------------------------------------- READINGS SOILS -------------- -0- 0" - 24" Dark Grayish Brown -0- 0" - 12" Dark Brown Sand with -0- ,0" - 16" Dark Gray Sand with -0- 0" - 12" ----------------------------------------- Dark Brown Sand with 11 ------------------- Sand 8 some Clay 6 Roots some Shell -1- 69 -1- ------------------------------ 14 44 ------------------------------- -1- 10' 34 -1- ------------------------------ 50 -----------------------------12" -10- 5 7 - 24" Light Brown Sand 15 25 -10- 11, 12" - 20" -10- Gray Sand 9 13 -11- 10 16" - 58" ------------------------------------------6------------------- Grayish Brown Sand -- - - 20" - 44" - - - - ------ --------- Light Gray Sand -2-------------------------------60------------------------------ -11- -2- ------------------------------ 46 ------------------------------ -2- 32 -2- Dark Brown Sand 42 7 24" - 40" Dark Gray Sand 7 24" - 50" Dark Grayish Brown 12 -12- 10 18 -12- ------------------------------------------ 6 ---------- 12 ------- -12- Sand 7 14 -12- 10 18 -13- -3- '60 -3- 40 -3- -13- 36 9 -3- -13- 49 -------------------------------------------------------------- 40" - 60" f Light Gray Sand . 9 -------------------------------------------------------------- 44" -72" Brown Sand -4- 57 -4- 9 45 -14- ----------------------------------------- -4- 11 ----- 46 -4- 51 -14------------------------------------------15-`--------21------- --------------------- 50" - 72" --------------------------- ------ -- Brown Sand —------17------- Water Table: 52" Below Existing Grade -5-------------------------------50------------------------------ Existing Grade -5- Table: 54" Below Existing Grade 51 -----------=------------------------------------------------- -5- 58" - 72" Grade 44 Brown Sand -5- B-1 46 60" - 72" B-2 Brown Sand B-3 B-4 -6-------------------------------49------------------------------ -6-------------------------------50------------------------------ -6- ------------------------------ 42 ----------------------------- -6-------------------------------44------------------------------ Water Table: 48" Below Existing Grade Water Table:.38" Below Existing Grade Water Table: 42" Below Existing Grade Water Table: 44" Below Existing Grade ■� Depth Static Penetrometer Reading Very Loose or Soft Blows/ SPT -N Depth Medium Dense 40-70 Dense Blows/ SPT -N Depth HA -6 Blows/ SPT -N Depth 68" Below Grade 62" Below Grade HA -8 Blows/ SPT -N in Ft. Description of Soil 42" Below Grade 6 in. Value in Ft. Description of Soil 42" Below Grade 36" Below Grade 6 in. Value in Ft. Description of Soil 6 in. Value in Ft. Description of Soil . LCJ Lij 6 in. Value -0- Gray Sand with Roots (0"-4") W V) F– V) -0- Dark Brown Sand with some rV� LliQLLJ V I -0- Brown Sand with Shell (0"-8")-0- ry Dark Grayish Brown Sand L — ---------------- —------------------------------------ EMNEER CER71F/CA710\ Clay FL. REG. NO. 47048 ❑ JODAH B. BITII.E ------------------------------------------ ❑WIWAtt - with some Roots (0"-48") 4TE: SHEET -1- Light Gray Sand (4"-52") PROJECT NO. 3 Q7-027 -1- 3 -1- Dark Gray Sand (8"-24") 4 -1- 2 3 4 5 3 -2- 4 6 -2- 6 7 -2- ------------------------------------------ 6 ----------- 9 ------ -2- 3 5 Light Gray Sand (24"-56") -3- 2 -3- 3 -3- 5 -3- 3 2 5 5 3 -4- ------------------------------------------3----------- 4 ------- -4- ------------------------------------------6-----------8------- -4- 5,.- 10 ----------------------------------------4-----------6------- -4- ------------------------------------------ 4 ----------- 6 ------- Light Brown Sand Light Dark Brown Sand ------------------------------------------------------------- Dark Gray Sand (48"-661) -5- 2 -5- 8 -5- Light Grayish Brown Sand 4' -5- 3 3 7 ------------------------------------------3------------------ ------------------------------------------ 4 ------------------- -6- 4 5 -6- 7 14 -6- Brown Sand 4 7 -6- Brown Sand 4 7 -7- 2 -7- 6 -7- 6 -7- ------------------------------------------ 4------------------- 3 7 7 Dark Brown Sand 5 -8-------------------------------------------4-----------5------- -8- 6 12 -8- 9 13 -8- 7 ... 9 Brown Sand -9- 3 -9- ----------------------------------------- 11 ------------------- -9- 8 -9- 6 4 Dark Gray Sand 14 10' 7 -10- 5 7 -10- 15 25 -10- 11, 18 -10- 9 13 -11- 10 -11- ------------------------------------------6------------------- -11- 8 -11- 8 B Dark Brown Sand 7 7 12 -12- 10 18 -12- ------------------------------------------ 6 ---------- 12 ------- -12- 7 14 -12- 10 18 -13- 11 -13- 9 -13- 9 f 9 12. 9 -14- ----------------------------------------- 11 ----- — ---20------- -14------------------------------------------15-`--------21------- - 14 - ------------------------------------------8-- —------17------- Water Table: 52" Below Existing Grade Plater Table: 36" Below Existing Grade Water Table: 54" Below Existing Grade Water Table: 36" Below Existing Grade B-1 B-2 B-3 B-4 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 660 MELBOURNE (321) 768-8488 FAX (561) 845-8676 E-MAIL KSM®KSMENGINEERING.NET ST. CURIE (772) 589-6469 Revised: May 9, 2008 Joseph W. Schulke, P.E. Shulke, Bittle & Stoddard, L.L.C. 1717 Indian River Blvd. Suite 301 Vero Beach, Florida 32960 Re: City of Sebastian Indian River Drive and Main Street Improvements Sebastian, Florida KSM Project #: 702115 Dear Mr. Schulke: As requested, hand -auger borings to a depth of 6 feet were performed for the proposed drives and parking area for the referenced project. The purpose of the hand -auger borings was to determine the subsurface conditions, existing water levels and estimate the normal wet seasonal water levels. Also, make some general recommendations as to the suitability of the subsurface soils to support the proposed pavement. Also, pavement cores were performed in the existing pavement to provide data pertaining to the pavement construction. The locations of the test borings and pavement cores are indicated on the attached Location Plan. Water Table: The following table indicates the measured water table along with our estimated normal high season water table at each test location. Estimated Test Location Measured High Season (See Location) Plan) Water Table Water Table HA -1 28" Below Grade 22" Below Grade HA -2 30" Below Grade 24" Below Grade HA -3 40" Below Grade 34" Below Grade HA -4 28" Below Grade 22" Below Grade KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S. 1.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Indian River Drive -3- May 9, 2008 and Main Street Improvements The relationship of the static cone penetrometer reading to the relative density is listed below: Relative Density Static Penetrometer Reading Very Loose or Soft <15 Loose 15 -40 Medium Dense 40-70 Dense 70+ The static cone penetrometer readings are indicated on the attached boring logs. Findings and Conclusions: The boring logs indicates that the subsurface soils generally consist of fine-graineo sands. Static cone Penetrometer readings recorded in the hand -auger borings, indicates the soil density is generally loose to medium dense. For more specific information relative to the soil description, please refer to the attached Boring Logs. Based on this investigation, it appears that the subsurface soils are suitable to support the proposed drives and pavement areas provided that the site is properly prepared. General Site Preparation: The proposed drives and pavement areas should be stripped of all grass, roots, topsoil, surface debris and any other deleterious material including any loose material from the existing asphalt and concrete. In these areas it will not be necessary to remove the existing pavement, both asphalt and concrete, providing the existing pavement does not encroach into the proposed pavement cross-section. Proofroll the exposed surface with a medium weight vibratory roller to produce a density no less than 95 percent of its modified dry Proctor value to a depth of two feet minimum. Proofrolling will help locate any soft soils not found during the test borings. KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Indian River Drive -2- May 9, 2008 and Main Street Improvements Test Location J Estimated (See Location) Plan) Measured High Season Water Table Water Table HA -5 48" Below Grade 42" Below Grade HA -6 30" Below Grade 24" Below Grade HA -7 68" Below Grade 62" Below Grade HA -8 46" Below Grade 40" Below Grade HA -9 48" Below Grade 42" Below Grade HA -10 38" Below Grade 32" Below Grade HA -11 42" Below Grade 36" Below Grade HA -12 44" Below Grade 38" Below Grade Subsurface Soil Investigation: Twelve (12) hand -auger borings with static cone penetrometer readings were performed to depths of 6 feet for the proposed roadway and parking areas. The static cone penetrometer is a testing device utilized to obtain information concerning the relative density on natural and filled soils. During the test, a shaft with a conical point is pushed through the soil and the soil resistance measured on a calibrated gauge. The value of the bearing pressure exerted by the cone point allows the operator to estimate the existing soil density. After the thrust is measured, the hole is advanced with a hand - auger in 1 -foot increments to permit a continuation of measurement of relative density versus depth. KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 PE.: 37293 S. 1.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Indian River Drive -4- May 9, 2008 and Main Street Improvements Any soft soils or unsuitable material found should be excavated. Place fill material as required. The fill material shall consist of clean granular sand containing less than 8% material passing the U.S. Standard No. 200 mesh sieve. Place structural fill in loose layers of 12 inches in thickness and compact each lift with a medium weight vibrating roller to at least 95 percent of its modified dry Proctor value. Perform density tests at a frequency of not less than one test per 5,000 square feet per lift. Pavement Cores: Four (4) pavement cores were constructed in the existing roadways at the referenced site. The purpose of the cores was to provide data pertaining to the pavement construction. The test holes were terminated at depths of 2 feet below the top of pavement. The pavement construction encountered in the investigation are as follows: Pavement Core #1, See Attached Location Plan 6" Asphalt 5.5" Concrete Then to 24" Dark Gray Sand Pavement Core #2, See Attached Location Plan 2.75' Asphalt 3.5" Brown Cemented Coquina Rock 6" Concrete Then to 24" Dark Gray Sand Pavement Core #3, See Attached Location Plan 5.75" Asphalt 5.25" Concrete Then to 24" Dark Grayish Brown Sand KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Indian River Drive -5- May 9, 2008 and Main Street Improvements Pavement Core #4, See Attached Location Plan 0.75" Asphalt 5" Brown Sand with Limerock 6.25" Gray Sand Then to 24" Light Gray Sand This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the test borings and the assumed conditions. This report does not reflect any variation which may occur between the borings. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please feel free to call. Re p ctfully, Ron ' K P.E. P e i nt � C� 0 6 R K:ao t 0 S O W OD I 0 Z nn L W U v 0 w w o = =zw¢oom3�� = O ,y C)=ozzwo5 Z I-WO�wO =m~ JGU_' w'Mmwwa __ a/ U J J 0) U Q C CY'' 0 ® 0 S O W OD I 0 Z nn L W U v 0 w w o = =zw¢oom3�� = O ,y C)=ozzwo5 Z I-WO�wO =m~ JGU_' w'Mmwwa __ a/ U J J 0) U J C CY'' Z ® Z Q a) W cn J 11- Cn � 00 w= O 00 V `+- ®L' -I ao W J ' O MQ X005` Z .,,, z W W ZOW 4- N V- 0) 00 �t Z O W a ��~~ W C/) C-4 ry O ~ F_ ® LC > Z m . LCJ Lij W >N to < j Q o F. W V) F– V) ZN mr1/ � rV� LliQLLJ V I v J Q U_ Z C WO 1— n a W V /� V a 0 ry F- o0 W >�� w Q . M W 0::� Z ch -1 Q- < ry F. W V) F– V) > z mr1/ Z LJJ LL LliQLLJ V I ry 0� z LSL L — �F--�- Y / EMNEER CER71F/CA710\ U110 JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITII.E FL REG. NO. 57396 ❑WIWAtt P. STODDARD FL REG. NO. 57605 4TE: SHEET 27 PROJECT NO. i Q7-027