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HomeMy WebLinkAbout1993 - (Mylar) Sand Lake Preliminary Plat & Construction DrawingsIs_L,Rb£ DF..I.Ta l;,l.£T RRDIU5 i ARC LENGTH! CHORD +�T TRNG�P'j? C1 i 89°59'aC" 100:00 ! 157.08 j 141.42 100.00 C2 90°00'00" 1 100.00 ; 157.08 i 141.42 100.00 1 C3 33°59' 1 t'" 175, r?r? '+ 103.80 j 102.29 i 53.48 C4 90000 100" 50.03 78.54 70.71 50.00 CS 90000'001, 50.00 78.54, I 70.71 I 50.00. ' C6 i 47°23'27" 50.00 41.36 40.19 21.94 ! 50.00 5.01 5.01 2.51 C8 53'07'48" 50.00 46.36 44.72 25.00 a C9 ! 46 R S8' 30" . 50.00 40.99 I 39.85 21.73 j C10 ' 43071'30" 50.00 37.55 -1 36.67 19.71 C1 1 I 45°00' '�i" 50, QQ 39.27 1 38.27 20.71 C12 45000'00" I 50.00 I 39.27 38.27 20.71 C13 + 90000'00" 50.00 78.54 70.71 50.0'0 C14 I 90'00' 00 : 0, 0` '8.54 70. 71 50.00 C15 05044'21" 50.00 ! 5.01 5.01 2.51 C16 47023`27" 5a.00 41.36 40.19 j 21.94 153007'48" 50.00 46.36 44.72 i 25.00 IC17 C16 45'00'03" ! 50.00 39.27 1 38.27 I 20.71 . ' Cl9 145°00'00" `�0.00 39.27 38.2, ' i 2©.;1 i C20 46029'16" i 50.00 40.57 1 39.46 I 21.48 C21 43°30'44 50.00 37.97 1 37.07 I 19.95 i C22 90000'00" 50.00 I 78.54 70.71 50, .00 C23 90'00'00" 50.00 ' 78.54 l 70.71 50.00 C24 i 43030'44" I 50.00 37.97 1 37.07 19.95 j C25 40-23-58' I 50.00 35.26 1 34.53 } 18.40. C26 j 51°50'33" , 50.0E 45.24 43.71 i 24.30 I C27 i 44°14'46" I 50.00 I 38.61 37.6E ! 20.33 i C28 i 53007'48 I 50.00 46.3E 44.72 25.00 j C29 53°07'48 50.00 46.36 1 44.72 25.00 i .30 ° g0100'00" S0.00 78.54 70.71 � 50.00 311 9=,' ° 10' 01 " 50. 0a 78. 69 70. 81 1 50.15 C32 2i'06'13"1 130.00 47.88 47.61 24.22 C33 i 24'39'03" i 130.00 55.93 55.50 l 28.40 I C34 ! 22008'49" 1 0 I 30.r.0 �" a,.25 49.94 ! 25.'44 C35 22°05'55" 130.00 j 50.14 49.83 25.39 C36 + 04°24'4-2 I 130.0,3 I 1Q.01 10.01 5.71 0- ; 21°24'46" 130.00 i 48.56 48.30 24.58 C38 1 23009'59" ! 130.00 i 52.56 52.21 26.65 ='9 I 24'0G' 0')" 130.00 54.66 54.28 27.75 C43 I IC 5a'31" 1'10.00 38.36 38.23 19.32 C41 130.00 59.78 59.25 30.43" L42 21'56'03" 130.0. ( 49.77 49.46 25.19 C43 ( 14°11'22" 130.0- 32.20 t 32.11 16.18 1 .C44 127'31'47" j 130.00 62.46 61.86 31.85 C45 1 89°59'60" !; 50.00-1 78.54 70.71 50.00 C46 89°59'60" ( 50.00 78.54 ( 70.71 50.00 C4; 89059'60" I 70.00 109.96 1 98.99 70.00 ' C48 9a°a�' aa" , , 0.Ov✓ 109.96 98.99 7 0.00 .C49 89°59'60" 70.00 i 109.96 ' 96.99 70.00 C50 90°03'60" S0.Q0 78.60 I 70.75 50.06 ! CS1 53007'48" 50.E0 45.36 j 44-72 25.00 C52 1 36°16'04" 50.00 31.65 I 31.12 16.38 C53 65003'31" 150.00 i 55.77 I S3.77 31.89 I C54 41'52'15" 50.00 36.54 1 35.73 19.13 C55 43013'06" 50.00 37.72 36.83 19.8 C56 29°15'23" 50.00 2S.53 25.25 13.05 C57 17'27'30" SO.00 15.24 15.18 7.68 . ' C58 89'36'60" 50.00 i 78.21 70.47 i 49.6. j C59 89'3-, 0,3" 50.00 1 78.21 -70.47 49.67 C60 04'2i3, 155.00 i 1i.80 i 11.19 5.90 C61 j 29°41'19" 155.00 ' 60.32 I 79.42 1 41.08 C62 133059'10" 1 ` 205.00 I 121.60 119.62 1 62.65 C63 12°00 03' 150.00 31.42' 31.36 ; 15.77 C64 22°55TC" ' 150.00 1 60.00 59.60 30.41 C65 ; 89'50'0E" Sul. Q0 78.39 70.61 1 49.85 C66 ; 89°56'poll f 50.00 78.48 70.67 ' 49.94 C67 ! 33"39'1E" f 95.00 55.8E I 55.00 28.73 C6.8 5C044'50" 95.00 -4.09 90.29 ! S1.31 C69 j +1°52'32' iti.5.00 1! 30.03 30.00 i 15.08 Q 2: °QE:. ,8 ,�. C� , 55.9E � 55.61 28.3.C: L-71 11'28'42:" i 125.00 ' 25.04 ! 25.00 r72 1 4°°�f'08" I25,0t 95.13 ? 92.85 j 50.00 s ' .:,.F.•:=E.c a :..«.«.... ` -'o % ..w. ,' 'fig ` .�i:,uraci-•�.n..... �\PREL I M I NHRY PLAT v 00" U'00" t J:Jb.4L^' N 00000'00" E 1347 .00' 100.0e' 104.0D' \ 140. 15E.00' / 150.0E' 158.00' / r., 1 n6I"�`_+ 'r�•\�. ., 1.42.to 170.00' m a \` 131.59' 93.81, 70.00- ! 3101.41' 11F.5' 4 8 g 16 17 24 25 3I 32 33 4 u h. 181.22' _10e.�S�`�S.; um'�l•lj�Oop ' ; �`:S• �.o``"1i�' real 0 ?1 @ 00m N 08W" E V '" a 35 2 3j a 2 !;, 7 10 Z( 15 18 z` 23 ' 26 ZI 30 * 1`11-j , 7e,(",�1 I z � I Ca j N A0'0i1-0_0. E iai- N 0e'Be'Or.. F N,.AB'e0'BC' Y L3 N 88'AA'0e" E ti 00'88'QJ" E_ N 00 00'0e" E h a0'f1£'DD' E �LS� L41 +42 \ r-t'-- -- - -----=---------- -- 36 102.44'-- ��FJ• _ I00.00'-- 90.00' �w 1AC,30' 100.00' r+ L1� ;OE.eP'. IP8.:,0' W L430-0.00 m o Z ! LI0 q•31• �. u, 3 ��� 3 6 }IQ 1 I I4 z' I9 22 z z m c�i m in, M' i < i �' Al N 11 39' Q t l Ln 3e l Q a) I/�''(J► al i 1 rl W= , J ryol _ `°m�_ r 100.0k_1 129.?5' c ` I _ 100.00� 1 N 00"N'00" E 139.'S' Fy'i- N 0L�'E0_'00" e N 01a•0? @C £ mr-�mea 4ioi------- -- .CJQ 103.67' O co L33 1 19.75 - ' 6i m -11 I. BPI - - - IE8 Ef+ - W Cam' cv 27 m' m 29 1 1 V 37 m I d o i� Fy' Gl J Qom; 1 7;�I I 28 m; 4 ad N I 4 �' 4 5 nil ' 12 I 13 -� - 20 v:! 21 '�� °� Z g vi to ! J: a: • i `=' Z ���; zzi `r'; N ee_:e'ee�v k ea•10'OE" v _ ine.ao' h �sf3 L1J Q _ , �+ 100.0e' -, 100.00,- I O ; Im IQ of s- f d--- ---------29�'_eo=----_ _------c =---------3DEi_©Py_---- --- --_--- __ 2; ;:QP' __-' 1 300.36' 2 7 h 38 -�3 -'- - -- - -- - - , n NOT r ;,' ER I C N 0P'30'00" E 1166.36 ---'-- - CIRCLE - __- - ---m r- 1 - -- j i i+i?. �� A LOT �� L 7e. 8E' 70. 00' 70. A.P' 78. 0P,' 70.00' i ?0. 00, ?0. Ifi ` 70. 0C' ?0. C0' 75. AP' 75. 8P' 7S.0PJ' ?5.00' ?0. EE' , uj ©I! - ©i y ! 3 6 go 39 -,N. 33 32 . 31 .1� 30� 29 �^ 28 27; 26. 25ij :� 24 23 t'� 22 21 le �i� 20� �� �� 10 L70- 1Iz �, �z;Zz'7c1GGGr34 .-,e 78'.. ' 70' I 7 L 70:_; ` vi 40 v 70' I._ 7�f' • �' -�-�-"- �- �� �jir� 4 n 15 t m 100. Ee' D I� 100.00, 100.00' - 1. " a � 3 � 5 14 � ml � � 4 N Bed a Ise" v_ ; ^ ' v �� j • r 4 iAQ. BP' I --- -- - D ------ I - 100.00, 100.0A' 200,00, 42 on r 6 JI 13 - LrI d a" s 17 �,� �' w m 43 I �! �I 7 12 1w ; m m C01 aP' I� I U 100.00' 1E0.0D' 1 -t h LAKE �" Ln 116� g 11 ; 44 m le N JI j N 00'10'00'" Y m,� I 100.00' I N Oe'10' 0" Y_ N 00'10'00, N I 100.0E' I I -� "l Z m v1 m, z� 15 J ; /0 45 i '_ 9; 10 �.. 01 �. _ ]80.00' �. ►s i G/�• _ N DP._8'0E" � ._ 114 � 6 114.72' L65 75.e0' N Be•ie'E�° v. , 16!?!.00' c. • -- �------'----y `\may 46 100.0® 188.00, ftj 35 .. r 49 48 •� ,;�. 47 ��� ����56 �r-" • ' S8' ..N i ry a+ h • j M/ �. ( - -E6e _ .. _ Ls� ls2------� "' • •• 7A j ; ,4>r� 1 °D -- - -----� i_ 12e.gz --- `` Lss -' J N 80'13'60" V 225 00' �' �+° �� 03.92' ( 60.80' 171.08' L5S e 'tea\ Be {h, h v' R to '' . �I - W �, . �, m.. � �. ,��'_ 12 , � 5 2 ' 37 "p�� 38 -� 39 �� I !g 2 I� 3 4 5 �� 6 7 +i� 8 �_ 9 r°' 10 �w I I Y.i `° 50 r 51 in i I �, �: t Ia 53 <o✓ es I = ?s.L+e' ;s-ec' i 7s.e1;' i s t . � N 0n -_N 00'32'00".� _ _._ -_ ER IC 9ss.s�' -- CI RCLE ERIC 230.sq, _LANE 1 109_43' I 1.'4. i©' -- -- - -- ---' -- 13' W 1219. 1 54 > C61 `50 s ss 2 , 2' ! L24 L23 ( 75.00' 75.8P' 5.00' 5.08' 5.0e' 75.8D' 75.0}" ?S.DD' S.00' 75.8Ci' tiI ;s.8e' ? .09' ?5.00' ?5.00' sn.0e' \ Cs9 L) � 4�0 a. i I �I al 't I 15' UTIL �{ �i �I \� a 1- 1 I a s l + c I `t�• m G r? u, g m C Flo �m 1• ; m - c! ra, I- I� EASM'T ql' �`- 6 + �� m m'� enlm © ;may ,� I� Is I6 ;o i ca' r.' �I �.� �,''mm D �j�•m ml +I © O: r� m c r� o c v o + 0 6. 2 ^; 3 4 co . 71 ;� 70 69 i� 68 67 66 » 65 64 �� 63 62 ,a 61 60 �,� 59 58 57 56 'd 55 \�F ar I a� a' I 6i v,i arl ut vi' I sn ; 'Ili -1 - 1.• -rc. 7, 7c 7 7c 7r , 5-0T 75 , n '75, , 00°3?'ij E 331_?S' �i nn°�,i n, ,a,c -1c.' 30, J I LINE' DIRECTION -T D 15TRNCE -60.00 1L1 IN 00'10'00" W I 1t_2 5 89045'60" W 20.00 !L3 �N 00'00'00" E 20.00 { j`L4 N 00000'00" W 20.00 ! 1L5 N 00000'00" E 20.00 L6 S 90°00'00" W 25.00 IL7 5 90°00'00" W 20.00 ILB N 90°00'00" W 25.00 IL9 N 90°00'00" W 20.00 L10 5 90°00'00" W ( 25.00 L11 N 90°00'00" W I 25.00 L12 N 90°00' 00" W 20.00 L13 5 89'49'60" W L14 5 89'49'60" W 40.09 1L15 5 89'50'00" W 24.91 IL16 N 00010'00" W 10.00 IL17 5 89°49'60" W 30.00 L18 N 00°10100" W 30.00 �L19 IN 00°10'00" W 30.00 L20 ` 5 89'50'00" W 10.00 I 1_21 I N 00° 10' Q0" W 3A. 00 IL22 N 00°13'60" 'W 16.51 iL23 00'13'60" W 29.66 IL24 IN N 00032'00" E 31.41 1L25 N 00000'00" E 5.76 1L26 5 89'50'00" W 20.03 IL27 N 89050'00" E 25.39 L28 5 00°13'60" E 32.93 IL29 N 00013'60" W 26.11 L30 N 89004'00" W 20.00 L_31 P! 89004' 00" W 45.0^ L32 N 64043'25" E 40.00 L33 N 00000'00" E 114.00. L34 N 00000'00" E 115.75 L35 5 90000'00" W 75.00 L36 5 90000'00" W 75.00 L37 N 90000'00" W 75.00 L38 'S 90000,001, W 75.00 L39 IS 90'00'00" W 75.00 L40 N 90000'00" W 75.00 IL41 N 00'00'00" W 104.00 1 L42 IN 00000' 0i3" E 15.010 IL43 `N 00'00'00" W 39.00 .L44 S 89°49'60" W 35.00 IS 89-50,001, W 29.91 1 iL45 L46 '5 89'49'60" W 80.00 IL47 �5 89'49'60" W 75.00 f L48 15 89'49' 60" W I 175. 00 I i 'L49 5 89°49'60" W 75.00 1L50 5 89-49-60" W ( ( 75.00 IL51 15 69'49'60" W 75.00 ! 5 89'49'60" W 1 75.00 IL52 L53 S 89'49'60" W 75 0 .a IL54 ILSS N 00°12'00" W 120.00 N 00'12'00" W 111.08 IL56 N 00°12'00" 'w 2S.00 L57 N 72'54'15" E 75.85 IL58 N 28'50'07" E 40.00 L59 N 06'25'25" E 70.47 L60 N 06°25'25" E 70.47 L61 N 04'00'13" E 70.19 1-62 N 03'34'51" E 75.17 L63 H 75'40'04" W 69.40 L64 N 60°43'41" E 41.47 165 N 0E°5E'00" E 25.00 L6ti 1 t N 44°22'21" W 24.74 N Qoa p nZ � m a -, P�oJECT �G4 T/Q�� K U.S. 1 Q Lc. MQ4A A✓ 010 WABAS60 C• 6"/O i I JAMES A. FOWLER LAND SURVEYING COMPANY P.O. BOX 1677 1239 SOUTH U.S. NO. 1 VERO BERCH,FLORIDR 32961-1677 P �- 3--1 B L� CTION 20 TOWNSHIP 31 S RAN1GE 39 E SEBASTIAN FLORIDA 19 " _I'- DECEMBER "ENGINEER. i987 [D\/ &ASSOCIATES, MOSD I INC. 1995 39 th AVE. SUITE D VERO BEACH FL. 32961 (305) 569-0035 DR. HENRY A. FISCHER P 0. BOX 68 SEBASTIAN FL. 32958 (305) 589 -5337 Xl" <1 pVAA I. 1.6 I. I. LIST OF DRAWINGS,.,..,- 1. COVER SHEET 2. OVERALL PROJECT LAYOUT 3.-4 PAVING AND DRAINAGE ;PLANS 576. WATER AND SEWER PLANS. 7-10. PLAN AND PROFILE SHEETS PAVING AND DRAINAGE. DETAILS 12. PUMP STATION DETAILS- 13. WATER SYSTEM DETAILS 14. SEWER SYSTEM DETAILS 15. OFF -SITE IMPROVEMENTS t.p i t 012- m � or 5 J . ..{ .T 1. to I I .. : r I. : X. vi , I I _ ! r .. 7 Y r : I { E • ' i '. ..CD , i : W S. I I a.tie' . is • ;t _ Im I I : ' 43 �o'$t•,5' �` t� ' I 80 0 Tt✓ titi� ��. lip �. �� ? t -76 3� /V 00' 32'OD" / 33/.� 75 /V 000 14' 00" 1N /3 79.2G ti i W NOTE : ALL LOT OIA461VSIOIVS / R.¢ ARE APPROX/MA . REFER 1D 7o PLAT Fi'.79 ACTUAL LOT t, GENERAL NOTES I. ALL EXISTING ELEVATIONS SHOWN ON THE PLAN AND PROFILE. 8. CONCRETE FOR DRAINAGE STRUCTURES TO BE 3000 PSI. DRAWINGS REFER TO U.S.C. & O.S. (1929 DATUM), NOW 9. STEEL REINFORCEMENT TO CONFORM TO ASTM-A-615-40.REQUIREMENTS. M REFERRED TO AS N.G.V.D. BOUNDARY AND TOPOGRAPHIC IN- FORMATION PROVIDED BY-JAMES A. FOWLER LAND SURVEYING 10. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM COMPANY, DATED, JUNE'9,1987. TO CITY OF SEBASTIAN REQUIREMENTS AND TO FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE .2. ALL CONSTRUCTION SHALL BE 'IN ACCORDANCE WITH CITY CONSTRUCTION. (1982 F.D.O.T. SPECIFICATIONS). OF SEBASTIAN LAND DEVELOPMENT CODE.. 3. ALL STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH 11. CORRUGATED ALUMI-NUM PIPE SHALL MEET THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION TRAFFIC OPERA- AASHTO M 196 AND ADDITIONAL PROVISIONS CONTAINED IN F.D.O.T. - TION STANDARDS. SPECIFICATIONS SECTION 945. 4. ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD. 12. GRASSED AREAS SHALL BE SEEDED AND MULCHED EXCEPT WHERE S. ALL DENSITY TESTS SHALL BE SUPPLIED TO THE ENGINEER ON OTHERWISE NOTED. SOD AROUND ALL STRUCTURES. ALL SUBGRADE AND BASE WORK PRIOR TO PAVING OPERATIONS. 6`. ALL bNSUITABLE 14ATERIAL WITH POOR PERCOLATION, SUCH AS HARD PAN CLAY AND SILTY -SANDS, SHALL BE REMOVED WITHIN THE AREAS OF THE PROPOSED DRAINAGE SWALES AND REPLACED WITH GOOD CLEAN ORANGE SAND. 7. INSTALLATION OF SUBSURFACE STORM DRAINAGE MUST BE COMPLETED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY q X CONSTRUCTION. z 3 u ROAD � Y Z O u Y! s ti tr w � v d 9 k � J 4 7Zw4_L AV. �"k _ e) in co •. i S i67m ST 010 0) x{ WA5,4550 72 2 w G. R. 5/0 a) ir LL WE 0 Q LOCATION MAP °w N..r.6. O 9 Z Y I w i Zy viLLAe �.11G�'.�1t--� 1�-�►-�1� `�/tom I I ' f. i I I i. SIT e PA -TA HOME L7/STfT/CT 0 2. TOTAL lVal. OF LC 375 = /316 3. COM/`?0/V AF3E•4g I I 3. AREA CALCULATIONS I I TOTAL PIW .4,gEA = 9.87 AC. _ /9.0 % TOTAL L4AE AREA _ 14. 37 AC. 27. G TOTAL CO/"INfOn/ AREA = 0.76 AC. = !, 6 -rO74 L LOT AREA = 2 6. 99 xc . 37_ 4. `/. TOTAL 5JTt- AREA = 5/.99 AC. I I I I I i I I I FOS 0=1 p'Amomm Em EmrAAdAmomm Em IV i� _ h N M n LD y N f Ci O u • - 3Q 3S J'ro •�� 3� 3� �S� 3� M _ �� �'� M Qn '� "N _ N N N N N N N � ti\ - � N � � 33 t _ W 340 \ \ \ \ \-O/ / 3so / 1340 3?0 31.0 30.3 19.5 ,Zg 26.5 2S.o_ I LZ�o 2� !. d i.. 3� \ � \ '� \ � / '.;-� / , 3$ I 301 i � � 4C � 4 i \� `{� 43 j ( 44 � � _ � q5 � I .q� 1 �• I 53 � � � � � a4 \ \ I Z \ A- 15-1. 0 8 \ 3 Z 1 3 q I \ Z3 i 1 \ \ I �� •o (Y) 4 g� , 5- < _I 3 h m p 4 ._ y --=� \ \ .; • �''.r'�s.C� ""'"., —,►- s"" i "' ."'`t �, .. C: . `ate: ' r"`""' ." `' "' '::.,"' - 4.� 2.2 � f� 1 _\\ H a� Wt3 44.p9 7.1.0ll ''',9 p W OC I < U �317 6� /r 7 G G U L] Y1 48 r ID Al J 11 • o Z" CONST. 5S 1 f J8 C.4P I — p I 2 4 r,�J Wf MITEREO E/�/D SECT/ONS V ? o _ moor 1114 /.vo�-x nio, z>,3 z o �t 1 }x= t ` 30 tiJ.v3! , FT- MS1. I� I o W yr �290 18. ' o ;, 0 S,hlY.Pt f'l.M5A. ��� Ali z > _ '1 , W r0i TiV 4it/S/T/Oit/ GRi00E N//Tf/546" 6 O In I /O 'TO i•>gTC/f �"X/ST/S/G GPAOE 1 32 ` J SToP /G.V P R �I /� STOP S�Gii� PEi4 5 Q - Za V AT �. \ U t '� FOOT R/ / STO, v — -- W N 4' �o ZL3 �J ZO I� n > 25 to, S 25 /S ti Z ' h +. ...i. .� -.v. - ... ... _. .`1 ,5 rin -_. :.9yC -JSakZ Ar�w iX' .' \' 4y rPi•.� n ,.;- +. _.-._ _. ... ... +in. t., •.':.. . ». ..4':w .r'.,'.-.v. . - . ,. :. .... .. .t .i -�pp ,i. ,.i- - p-L't V'/.CT-i +r r'ti'Y { vt �..- _t00 Q � .. °14"i�� 83 ..� .. .. '.u... .. ...V '.. ••...#<: - S a ✓ � _ .y� .y � .. T r a A 4sf o. �e9' m M o, cB9k S �9 CONST. 55 LF 1 �tjCAP .zc o ti y% 2 2 2�° 2 22 22 1� ( W%MITERED ENO SECT/OATS z — I NOEA NO. OZI* 3 I FOOT J � p W. /Nv- •�°�� FT MS L t�.'13 _ J 24 — — �� E. /NY.-�t FTNf3C I �qq t � 5 \ l CYG�'� •• "• % �22 _2123 1.0Z r ° CONST. 55 LF 16 ~CAP ` 1po ?D W/M/TEREO ENO SEOT/DNS \10, �- FDOT /NOEX NO. 27 2 VERTICAL CONC, f/EADW,4LL \ E. /NV=.tV MSL I'f. !9 \ 1 *, Q n� (SEE OETA /L) 21 N/. /NV -,�, MSL 5 \ l / x TOP. EL , �5 FT MSL ® \ •= _ N " \ 11 2'! E . /N V. ��.O - 2�1 "0 ,?,¢o CONST. LF 2 CAP W/M/TEREO END SECT/0/V9 1 I I \ T. /OS L. F 30" CAP ROAvwAy SwA[.ES CONS Q �• a K \• FOOT 1NoEx w0. 272 p Q• W/M/TEREO ENO SECT/ON ►°L2 . /NV. - l p I ZZ-o , �,.41 2 I (W. END FOOT /NOEX "o. 272 � N fi?,73 MB[. I FT �� o.2o�e H W. /NV. —Z Al L Z�•oo di��. to 0 M5L 1 1 3 T 3 CONC. NEAOWAL- L• _�� 5 GF /_B'CAP VERTICAL �I CON V RT/ AL I � N o •rooms. - - i1/ M TE (SEE DETA/L) F!Y>7 I1V01=X IVC. 250 I I N I r NJQ_.1rJ / / RED END SECT/ON3 TOP EL . _ ��5 M5L �1.23 1,. • FOOT /NOEX NO. 272 \ 0 97 e _ a Z3 4 w. /NV. ZA-" FT. M9 L 21.0 �� +o S. /NV. =-�A9 MSC �3 ' i I I 0 H E. /M V. ?�-�-&FT Al9 L j 1 1 \ n 21. oo Q 24 •\ Z � STOP S/G.v PER �J L � � � I , f' Foo Ri-i STD. ` Q I I ` 2 �' _ 2/. , • � - � t ,Lay 22 y .t ti \b 1 /2 I 1U Q IL23.0 / / - - �� 'Lij , t.'1ATGH L I E A- A '9 ! w O iVOTE.' A3:1 /s TTR!'PO/EEE.4Csw LfEO�TPAMNG PLAN AMO AT ` Tif�E iP.�•9iP O.r EAC.S/ LOT, z Pa��G' orjr� r-pr rt ; J Q i1.}o As mLhLr F-LEV,&lori • ���• � SHEET Li A-5 F55- Ll -DATE d + -OF 153.1 i A — A C-YP37 . EL EV. - 170 VERT/CA L. CONC. HEAOWAGL (SEE OETA /L ) TOP 67Z.. ' 0.15' FM S L M INV. 1?•0' FTMSL \? CONS T. /2S LF OF 304' CAP wIM/TEReo ENO SECT/ON (E. ENO) FOoT /NOE�C NO. 272 lV, /NV. 1 �• o FT M SL. , S. /NY, /7 vo FT. 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O► Z U 0 w > - N O on 21 I �o vTFW �4 AC ESS ILI (c./ S�rl ` N 18 I N Z/.0� Q t 37 0 3 111 020 N Ri zo O, 65 '. —�- 210. 1 CONS T, SS L F OF /8 "CAP In z 125 - W/M/TEREO ENO BECT/ON3 A - 1�7.22 FDOT /NOEX NO, 272 O' Al. /NV. Fr"Se 0&cc 3. /NV.--f8:�•- ' FT MSL �g.zS f ,vor�-,•.4 TY.o.CAt io'o.Q,4�.�A6E- F,,vsE.r�.vT d W , /S ,"ep Y/DEp LO T s FA'Aric. a , fl v2d� � �I 17-1 SHEET fSiJi� �� � L. � L�-ri D S�1 �c�•1 a�j'o t�B¢. I�I`13 . la 8 -'I� ; UILT DATE 3-1 t S 17E: WA7LIz AND SEWER PLAN NOATN Z� W W -- SS P90P MH • No. 11 (i- STA. S+�sC7 TOP et_. N.i,S . I .: 15.59 W. tPly. = I$.OI �peof-� S - - TOP Et_- = 2t.2S s t. ttuv. _ Vra.S 'S t95, { .f , E RAW MXTCHLINE� A -At w SS MN , NO, -T cp_ S-r,& . ?-C, + 20 TOP EL.: 2l.�Fs • I N�/, n 10. I O cs -- 5 -- W W EY/ST. ELEV = l 7^ O S FFaE F4`fOG�4NT W / SaMPLE F37i NT & G" G4TS YaL�M CTYp� • _- w W V-0 SSMK.No,cao C,STA. IG+20 "T[7P EL. = 21- S1 INV 2 39 38 FIRE HYDRANT W1 eGATE YALvE Q,, SAMPLE FbINi SITE: WATER SE-WE-9 PLANT ( SCUTH W F- l I z 1 _O W , Ir OD � O F �Q_jW CD CmCta W W 0 Zm z z Y W 0 U) W < q: _ W, �- < < U , . 'i G O U G U) j Z Now c � o W F.. N W N .. G UZWIr Q wZ a� W z>'=a < _ ~ U m _ < ° F- z m Zu �y 0 Q � W >" Q' > 0 K t a S 5 W W 5 s I I . 9!;, 1 O l m n - 1' r --__.tea.- GS[7�f[�i��ii-S�1/■ 1 /�� vr� l�..L•r� ��I1■■■111Y �SII®■■vY1s■w1�z-�>t®fie-� � r�3'.l_-I T�.�13 �'}••� rl.l �.� �11 / ■ 1�M IOWsiSllI�l��AJ fyAGI■® ®�®®/-��11■ �iflfjfi�®SO�111■ 1/■ 1®EMI■■/■111•�■I����rtf:IiS��•�:��■ i11V•I�I�®s■ 1�.:.5�l.I� �Tss�!■!1w��4l Ii�® ►�Y■ 1 /mil r�1 ■■Ye1 !� �� •"""'���. i��� ®� �. �■■■■.��.�..—_..��....■■■� -- ®ems • ■■ram®®®■�/■1�■Iss®®�-�I • ■�Isl �ir ■�■■■■ �� ■�■■■ ®�. is -� �� ��1. i ®■■®/■�■®1■■���■®®®® ems: .,c PLATE 2, FLAT PLAN -PROFILE Ii �.� KEUFFEL a ESSER CO. 48 7042 MADE m U.S.A - SEP 16 1993 i 3 SS MH. NO.9 �t 5TA- 2+11)0 INK a � STA, 5+12)0 '3 I 3 \ � I�OP MH.NO. 13 5TA . 13+669 riH.NO, L STA. I+gO I I <— STA • i + 80 / 01,00id _- — — —� o. \ �3 I i N i i i TZ = -- _ o - = 25 ---- o-- - INV= -GPM ., - - - 20 �f= ZO - ---- -- - - --- - kirr kL 41 I I N � j j a i SS V20r MH . Nf7. 2'2 j i I I SCALE — NO/31 Z. / " = 50 / V45fi7 - /" - 5 - 25 ZD ----- - --- - __ _ - -_ _ _ - ----_ -- -- - -- --- tof _ _ - - - /S to Allio ,mac PLATE 2, FLAT PLAN -PROFILE IIv� C KEUFFEL 3 ESSER CO. 48 7042 MADE IN U.S.A * SEA 16 1993 7 7 x . INN, KEUFFEI 3 ESSER CO. ID- OF btr15 #8 7042 MADE IN UZ.A!`� l . r. 3/a"/1 Y4'/i' YQ uc. I-y MA i 3 I Illt i-�,ax 2 3 $'-1 A SPHAL r/e CONCRir'rs $uRirACE Coutss #rS- /800 PS/ M/N/MUM ZO G" L/MlEIISOC/�C BASE $rAQ/L/tEO TO 98 AfAX Oems/rY AA 9N rO r /80� L 8R 50 May. �3 8" Brae/e./zeo sue- GnAoz, 98 Flo iV1Ax- OE/vs/TY AASHTO T /80� L8R 50 M/N. 1 STRAIGHT END DIMENSIONS Opening Area . (SF) Dimensions D IJ.11n64r 01 Pipes A 8 C IF F G 1 1 2 3 1 4 10 1-23 2.44 3.69 &92 1'- 11 1'-2' I-O 1-10 1 -2 -6 -7 11 1.77 334 131 F..06 Y-Y 1-3' •'-s' I'-11 /'-3 r'-d i-10 21' Z41 4.62 7.23 964 2'-5' a-4' 3'-*'2'-O f-4- f-6- r 2 24' 3.14 cis A42 t236 r-e 7- 4' f-6' Y-O' 7- 4' -r-:Ty'Y-S 2r, 190 796 11.94 1192 2r-11' r-3 d-O' z'-1' 1'-5' 2'- - l-10'- 3o' 4.91 9.82 14.73 19.94 3r-2' r- 6'-s• 2'-2' 1'-6- J-O 4.7 36 7.07 14.14 21.21 29-25 3-6 1-6 -6 2-4 1-6 4'-O 3-1 42' 962 19.24 20.06 3146 4'-2 f-10 6'-e' z•-6 2'-O 5'-0 -o 46• 12.37 27.14 37.71 3029 4'-6' 2'-1' 9'-6' 2'-9' Y O' d-O' S-9' y4' 1D.f0 31.80 Or.. 70 63.60 0'-2' Y-6' 10'-6' 3'-2' 2'-3' T-O' r-6- �' C G G 31-�tt Dor5P,41J D orSi�.N IO11 �u 3� 17_7 \� J\ Mtn \ G 4 (d r 4 CL `oa- D or SC-i�t�1 Cv e L 7. �_. VCRTICAL CONE . HEADWALL I3.8� /2' l5/ 49 7 91&H WATER RErn;4 To 14 4�v N .' ex{yTr+�C� 51Oi r3o1-►+� CONSERI 4770AI STAGE EC { 7'`�� P/NES "O UBBAGE PALMS NOAZMAL WILLOWS GAKE EL = I �t BAYBERRY SWAMP HOLLY PICKEREL WAX MYRTLE ARROWHEAD BO EL w 2.v I' id For I, MAX 0 LA�t'E ELEYA'T/Oit/ 4 SECT/OVV A T L AkE zL i(/T.S- MITERED END DIMENSIONS D X A B C E F G M Single Pipe Doubts Pipe Triple Ptpe Ouad. Pipe 7 4 g 40 t1 7 2.J8 5.12 746 5.0J' 9 l41 492 77S IOSB' I].42 .S3' 71e' 71 7. '� II 7 1 3 1270• 9,25' 1t 95, 903'13' 2.00 6.09' t439' M6S' M26 1 ,0 15 2.24 667 It.75 I663 2193013 122, 1j37 15.43' 16.42 166a" 13.A3 1503 17 19' 2,45 265, 7.25 T05, 1325' 1456'2606'9 1926' 2525 703 2. 3 4 1606314 3. 56 1 5 IPon,7. 6. -- . Cz u,rn _ pw=:.d 1. a11.. w. of 6'reader•. as W gtt,,, O 10,40, O t0. 10' 01T..o . r.w111.d 4 .Ilo..s. o' 12'.t.4.d Oi•. I.nq"l, - n0 C.ecr.t..l.p .h.11 0. deepned io fon e. ►idel xr.s uo.n d 4. S...w roe k.lo. Sod Beveled Or Round Corners - Grate 0 _1 _________ _ _ I 1 I 1 - 1r o irr t 1'• , L --- n1111 \� j ----- , ----- -_ 1 � Fattener-"' Concrete Stab, 3' Thick, Reinforeed With Sod ' WWf6t6-W1.4sW14 iv 1 1 TOP VIEW - SINGLE PIPE lope: To rt P,pe For Pipes 18" And Smaller. 21 For Pipes 24" And Lorger. SECTION m I'T BRED E:N D NTS MERAL 15 -IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECtFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 1986 BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE:SUCR WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS 'DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH'WORDING 'iS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PRO- VIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR GOAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS' FOR THIS PROJECT. 1 F.WITHiN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR -PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIC:c AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE -FOR -OBTAINIK ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GiVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIP- MENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK, THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR -A PERIOD OF ONE YEAR FROM THE DATE OF 'PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE, SIAKM CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR. ST RILLIZIN& =,f STABILIZED 'SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOVIN.ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE 'STANDARD SPECIFICATIONS. (TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COM- PACTED TO AT LEAST 982 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHo T-180. BASE COURSD THE BASE SMALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE W}TH SECTION 915 OF THE STANDARD SPECIFICATIONS. LiMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED iN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. BASE SHALL AE APPROVED PRIOR TO PRIME COAT, ME 4 1) TACK-09 PATAE AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WiTH t SECTION 300 OF THE STANDARD SPECIFICATIONS. SPHA TIC CONCRETE SURFACE COURSE (A.C.S,C-) TYPE .II ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. TESTING . THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED iNDEPENDENT!TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADEjI'BASE AND SURFACE COURSE MATERIALS. TEST RESULTS 7MUST BE SUBMITTED PRIOR JO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FOLLOWS: A. SUBGRADE: (1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET, OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 20O.FEET OR CLOSER AS MIGHT BE NECESSARY. 8. BASE: (U 'DENSITY TESTS SHALL BE TAKEN AT INTERVALS'OF NOT MORE THAN 500 FEET OR CLOSER AS MIGHT BE NECESSARY. ALL TESTING SHALL BE iN A STAGGERED SAMPLING PATTERN irROM A POINT 12 INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED iF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTORS EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. ALL PASSING TESTS SHALL BE PAID FOR BY THE OWNER, ALL FAIL- ING TESTS SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. II. DRAINAGE SPECIFICA11ONS 'STORM INLETS NO MAN5y?QLES SHALL BE CONSTRUCTED IN GENERAL ACCOR- DANCE WITH S TION 4Zy OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. ,,SQNCREETE SMALL HAVE A MiNIMUM 28-DAY COMPRESSIVE STRENGTH OF ALL /RENDFSMALLGBETHANDLEDBANDSPLACED1IN'ACCORDANCEE WiTA ACQ,000 M� 71. PRECAST.CONCRETE•_MANHOLES AND STORM INL�TS MAY BE USED UPON THE ENGINEER S APPROVAL OF THE MANUFACTURER S SHOP DRAWINGS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA nFPARTMENT OF TRANSPORTATION. i UNLESS OTHERWISE SPECIFIED OR .INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL, 'COMPLY WITH T"E CURRENT EDITION-bF -THE AMERICAN CONCRETE INSTITUTE (ACD-BUILDING CODE AND THE•APPLICABLE BUILDING CODES HAVING JURIS- 'DICTION IN THE AREA. k . CURT 411 PESis tREINFORCED' CONCRETE PiPE (R.C.P.) SHALL BE iN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN THE PROJECT DETAILS. TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 P.S.I. RECORD MINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SiTE AT ALL TiMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICT- iNG ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD 'DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, INVERT AND 'TOP ELEVATIONS OF CULVERTS AND INLET STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT•AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. . A NNIMUM CONS RLIC iON tj E[TTON CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS B. PRIOR TO BACKFILLING ANY PIPE TRENCHES C. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION ' i D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRiOR TO PRIMING. F. IMMEDIATELY PRIOR 'TO AND UPON APPLICATION OF A.C.S.C. ,G. UPON COMPLETION OF CONSTRUCTION, I f i I W i- 0 m �1 Z �V O o N_ W V "I aIV)I ♦I in C Z 0) _ ODIX7-) 1 oQ a W O w O Z Z Y W m O 0 III < m w = < < U n o a 0 0 m U z W L w W F, a. N a W V) N II.t.• U Zw p a:M OZ W Z O d ..1 0 vi w z > L- in F- < = U - V I NIZ W T Z rn m Z M Icy O d 0) w w >- m > m 0 1 CUBIC YARDS OF CONCRETE ANCHOR,FOR VERTICAL BENDS PIPE DIA. 450 BEND 221/20 BEND 111/4* BEND 4'-- 6' 0.7 0.4 0.2 8"- 10 I.1 0.6 0.3 12 2.4 .. 1.3 0.7 16 4.2 2.3 1.2 NOTES: 1 - REQUIRED BEARING AREA IS GIVEN ON PLAN OR SHALL BE DETERMINED FROM TABLE. 2. WHERE PIPE CHANGES TO FITTING, DETERMINE BEARING AREA BASED UPON THE LARGEST PIPE DIAMETER. 3-THE MINIMUM ALLOWABLE BEARING. AREA SHALL BE ONE (1) SQUARE FOOT REGARDLESS OF ANY APPROVED REACTION CALCULATIONS. 4 - BELOW THE GRdUND WATER TABLE THE QUANTITY OF CONCRETE FOR ANCHORS SHALL BE 1.75 TIMES THAT GIVEN IN TABLE.. THRUST BLOCK REQUIREMENTS_ 1100 MIN. UNLESS OTHERWISE NOTED ON PLAN, 2- 2 V2` OUTLETS-Y�------ WELL COMPACTED FILL. HYDRANT (42" MIN BURRY). COLOR FEDERAL SAFTY YELLOW 2 COATS. PUMPER CONNECTION 4 V26 A FACING STREET N. GRADE INro SEE NOTE # I_ k- 6 WELL COMPACTED FILL i� AROUND HYDRANT. 1 ol SEE STANDARD GATE VALVE AND. VALVE BOX DETAIL. 12" �c AROUND N 6"M.J. HYDRANT TEE 6`ABOVE DRAIN i 3/4`THRUST SIZED ACCORDING TO MAIN. HOLE. TIES. THRUST BLOCK. GRAIN HOLES MUST BE CLEAR VISQUEEN IF REQUIRED :.�-�c^''1r ide�'.Q.pe':o WATER MAIN. PROVIDE CONC.� THRUST BLOCK 6" M.J. HYDRANT SEE NOTE *2 CONNECTOR VARIABLE USE 3/4`THRUST TIES WHEN VALVE M.J. SHOE IS NOT IMMEDI- ATELY ADJACENT TO TEE. NOTES: 1- PROVIDE CLEARANCE PER HYDRANT MANUFACTURERS RECOMENDATIONS 2 1/2" MIN. 2- A FIRM BASE CONSISTING OF BAGS OF RIP RAP, SQUARE CONCRETE PAD OR COARSE GRAVEL (8` THICK) SHALL BE PLACED ON A FIRM LEVEL SUBBASE. 3- FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502, BE DRY BARREL "BR "BREAK- AWAY" TYPE WITH 51/4" VALVE OPENING. 4- THE MINIMUM BURY DEPTH SHALL BE 42 IN. 5- HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600 SECTION 3.7. FIRE HYDRANT ASSEMBLY_ _Z ZD CONCRETE ALL AROUND END OF MAIN- 18' SPOOL PIECE. OF 2` P l PE TRAFFIC AREA (:L OF RISER PIPE MATCH EXIST. SURFACE •m 0 4) 4 B A R �a • av • tD : D . " C.I. VALVE BOX 8 LID (METER BOX MAYBE 6` MIN. SUBSTITUTED IN NON -TRAFFIC AREAS.) 1 2" STREET ELBOW AND PLUG 2` BRONZE ANGLE VALVE 2` P.V.C. PIPE ( SCHEDULE 40) 00 106 P.V.C. RISER PIPE ' I CONCRETE THRUST, BLOCKING 2' 900 BEND mat = e• SHORT MECHANICAL J IN CONCRETE W/ PLYWOOD OR END CAP W/2•• I.P VISQUEEN. LOCATED AT BOTTOM N O T E S 1 - CONCRETE COLLAR AND SHALL BE PAINTED FEDERAL SAFETY BLUE, 2-AN 18" SPOOL PIECE SHALL BE ADDED TO THE LAST SECTION OF PIPE AND BECOME PART OF THE BLOWOFF ASSEMBLY. TYP BLOWOFF VALVE 0 TRAFFIC - AREA - COVER MARKED"WATER' OR `SEWER" CONC. COLLAR MOUNT BRONZE DISC. W/VALVE NOMENCLATURE (SEE SPEC'S,) FIN. GRADE MATCH EXIST SURFACE 6 •� Q• wF ., �••r • a p•••r, 4k4 BAR--- '' �� U ROAD MATERIAL 6' 6' ISOLATION MATERIAL I1 II ( BUILDERS FELT ETC.) 0 1 C. I. VALVE BOX in in, ADJUSTABLE SCREW TYPE 0 5 V4 DIA. SHAFT. io a M.J. GATE VALVE P.V.C. OR D.I.P. WATER MAIN UL eo PROVIDE CONC. SLAB 8"THICK ICU. FT. FOR P. V.C. PIPE INSTALATIONS 10" DIA. OR LARGER. NOTES: I - GATE VALVES FROM 4" TO 12` DIA. SHALL BE IRON BODY RESILIENT SEAT TYPE, RATED AT 200 PSI AND SHALL COMPLY WITH ANSI/AWWA C509. 2.- VALVES LARGER THAN 12" SHALL BE DOUBLE -DISC GATE AND RATED AT 150 P.S.I. AND COMPLY WITH ANSI/ AWWA C-500 3.- CONCRETE COLLAR AND COVER SHALL BE PAINTED FEDERAL SAFETY BLUE, STANDARD GATE VALVE. AND VALVE BOX FIN. GRADE 1`0 POLYETHYLENE TUBING C.T.S. (P82110)(AWWA) C901 - 78 CONCRETE OR PLASTIC METER BOX. ( TYPICAL). FIN. GR.1`_ M SECTION 00 METER STOP z z Q Q N O 0 o u. u- 1" X 3/4` WYE FOR W ¢ DOUBLE SERVICE O O ON LY. U 3/4`0 POLYETHYL NE 0 (TYPICAL) N 3/4`INSERT �,-0« I" INSERT - �- I" CORPORATION STOP / PLAN FIN. GRADE__ SERVICE SADDLE WATER MAIN 1 I`ANGLE METER STOP FOR SINGLE SERVICE OR FOR DOUBLE SERVICE WITH "U" BRANCH. SECTION I"O POLYETHYLENE - TUBING C T S.(P. B. 211 (AWWA) C901-7B. NOTE DOUBLE SERVICE "U" BRANCH SHALL BE INSTALLED IN EAST COAST COMMUNITIES. WYE TYPE SERVICE CONNECTION SHALL BE INSTALLED IN WEST COAST COMMUNITIES, CONTACT LOCAL G.D.U. OFFICE FOR MORE DETAILS. P/L 2-,6` 8"TO11• I' i 5/8• X 3/4• WATER METER BY G.D.U. (TYP). 0 N P/L ( DOUBLE SERVICE) PLAN_ (SINGLE SERVICE) 0 N TO 11, TYPICAL RESIDENTIAL 'SERVICE CONNECTION 1 I 'WHERE REQUIRED BY EXCAVATED LOCAL REGULATION METALLIC LOCATOR TAPE TRENCH WIDTH SHALL BE INSTALLED FOR i ALL PVC WATER MAINS. FINISHED GRADE f13ACKCUT OR \ / SLOPE TRENCH FINAL BACKFILL\ WALL TO TOP OF . PIPE AS NEEDED FOR EXCAVATIONS ' DEEPER THAN 510t 12 ( FLAT TAMP) L INITIAL BACKFILL rn SPRING LINE T� T, UJ UJ a -� PIPE ZONE ( SIDE TAMP) a o= HAUNCHING WW m 1- a . ..... . . w z BEDDING l 1r tJ'� UNDISTURBED SOIL FOUNDATION (MAY NOT 8E REQUIRED) ;�� �, • 6" O.D. OF PIPE 6' MINIMUM SIDE CLEARANCE 12' O.D. OF PI PE 12" MAXIMUM SIDE CLEARANCE NOTES• 1- FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2- IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT,THEN PIPE EMBEDMENT SHOULD BE COMPACTED TO A POINT AT LEAST 21/2• PIPE DIAMETERS FROM THE PIPE ON BOTH SIDES OF THE PIPE OR TO THE TRENCH WALLS, WHICHEVER IS LESS. 3- BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. A MINIMUM COMPACTEQ DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. STANDARD PIPE TRENCH CROSS, SECTION ( FOR PVC PIPE STANDARD ENGINES RING NOTES W F- n 0 1 (0 �X Ci m O W Zz N W Cn 3 < W Y U W = _ W W I- < O 0 W -� < U U Z m W 0 o W U) F_ N N (1) 4it:3< W N r...r W C n U Z Iv i Oz O °o W � A Uv VJ W n W Z > = in VJ j U in a u1 H W T Z M Zu n 0 ix Q �• � W > m U) 0 1 Water Distribution System a• 1. PVC Pipe shall meet the requirements of AWWA C900. The appropriate class shall be as follows: Class 100 DR25 Residential and all non-commercial, non -industrial areas. 150 DR18 r 1 Class All commercial and industrial areas and under al `. street crossings. 2. Ductile iron pipe shall be cement -mortar lined, .Class 51, mechanical or J push -on joint and shall meet all the requirements of the following ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111/A 21.11 (for rubber Q gasket joints); ANSI/AWWA C 150/21.50 (for thickness design) and ANSI/AWWA C 151/A 21.51 (for D.I.P. molds) . 3. Fittings for P.V.C. Pressure Pipe and D.I.P. shall be of ductile iron, joint, cement lined in accordance with ANSI 21.4 00 Q mechanical mortar rated at 350 PSI and shall comply', with ANSI/AWWA C110/A21.10 and C111/A21.11. 4. Installations of water lines shall be in accordance with ANSI/AWWA C Q 900 (Manual M23) for P.V.C. Pressure Pipe, and C 600 for Ductile Iron Pipe. 5. All water mains to have a minimum cover of 30" unless otherwise noted. 6. Where water and sewer mains cross with less than 18" vertical clearance, the sewer will be 20' of !-either cast iron pipe or ritar,rete encased vitrified clay pipe, centered on the point of crossing. 1."hen a water main parallels a sewer main, 'a separation of at least 10' : hould 0 be maintained where practical. _ 7. Where a water main is to be installed below a storm drain P i e, a !- < minimum of 6., vertical clearance between. pipes shall be maintained unless otherwise directed by the Engineer. LJ 8. Where water and drainage pipes crc-i4 with less than one foot vertical LA clearance, the water pipes shall be! 70' of cast iron pipe centered on the point of crossing. 9. Manual air release valves shall be; installed at all high points along J 0 water main. 10. Water supply facilities including mains shall be installed, cleaned, Q disinfected and bacteriologically cleared for service, in accordance with the latest applicable AWWA Standards and the State of Florida Department of Environmental Regulation Rules. Q 11. Hydrostatic Testing (Pressure, and Leakage Tests) shall meet the::: Z requirements of the ANSI/AWWA C 600. 12.' Disinfections of water mains shall comply with ANSI/AWWA C 601. SHEET'..-, I SEP 1 6 03 of �5 a s 'TRAFFIC AREA f MANHOLE.RIN6 AND is SET RAME N MORTCOVER•TRAFFIC BEARING. . , 'JOINT NON SdG C OLMA ...: ,• , { 3 f SEALER $ r FIN. GATCHX1TSURFACE RADE I. t M , a• 'r •:: i �' � � t1••� ti X m 9 ;..°''SMOOTH 1 FINISH I/2".CEMENT 1. � ' '''MORTAR fNSIOE.'R`.OUT OF .;' •:CONCENTRIC . '-BRICK 2: O ' CONE. o OR CONCRETE, GRADE RINGS a PRECAST 'N OLE 'CONC­ 1�I AN Hs f • ;> 's is I. 'PIPE MAY EXTEND 'CONTINUOUSLY "` s 4 THROUGH MANHOLE. REAK OUT TOP OF PIPE .'SHAPE' BOTTOM E ; AS REQ�D AFTERINSTALLATION JL ir ELASTOMERIC GASKET i . JL f M.: - ` .:.. . . s• w.. {{ r. o 1 CONCRETE 'OR MORTAR BENCH 9 CHANNELS.z SMOOTH `t'ROWEL' FINISH. ` 6: 4• 8� OF COMPACTED ' .: 3/ ROCK GRAVEL..; . P NOTES' t-PROVIDE 0 1 :pROP;,THROUGH MANHOLE EXCEPT ON STRAIGHT RUNS. •I .2-PRECAST CONCRETE MANHOLE'SHA' CONFORM TO ASTM C478, SHALL + i BE TYPE 3X ACID RESISTANT CEMENT.AND -SHALL ATTAIN A MINIMUM ' ;. COMPRESSIVE STRENGTH OF '4000 PSI IN x8 DAYS : i a STAN OARD :PRECAST IMAM HOLE r .• I •� , a .:.. :,F .,.. RE FFIC RA 'T :AREA ,f , SMOOTH FINISH:`_I/28 CEMENT MORTAR 'INSfDE.:A OUT OF CONCENTRIC s r BRICK OR :CONCRETE. GRADE,. 2- 0 D1A.: COME._ -, 4S 8 4-0 IA. _ MORTAR A1461RICK W TO IA. 0 /2 �. , °CONCRETE 6 MIN.. > ! ....:. COVER A LL AROUND PRECASTC C. ■ LE 6 MIN. - MANHO77 . :LOWER EL80W SUPPORT . g j; Si1�PE POURED MONOLITHICALLY 17 _ WITH THE MANHOLE "• �— > r BASE.,,,•.� '• , STD. RADIUS ELBOW. CD CONCRETE OR MORTAR BENCH AND CHANELS. 8 OF COMPACTED SMOOTH TROWEL FINISH, ' 3/4 ROCK GRAVEL . - T NOTE S' >. 1 - PRECAST .CONCRETE 'MANHOLE ,SHALL CONFORM TO ASTM C478, SHALL BE TYPE a `ACID RESISTANTCEMENT AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH'OF 4000 PSI IN' 28 DAYS. 2 = FOR INVERT DROP LESS,THAN 2=0r• 'USE` • STANDARD MANHOLE 1NITH" NAP " S ED 80TTOM CHANNELS... DROP:1999; MAN HOLE . DETAI L­ FOR DROPS OVER 2'-0") I . I. e 1 , a: I W t^ O MANHOLE WALL ELASTOMERIC GASKET (BOOT) a. .r GROUT ?.1 P.V.C. PIPE 40 NEW STRUCTURE NOTE: PREFABRICATED BOOT SHALL BE INSTALLED BY THE MANUFACTURER pv : b ANHOLE WALL OF THE MANHOLE n a•' ANSITE COUPLING HOLE BY CORE DRILL. ;;:i:/ Z-- P. V.C. PIPE GROUT a. EXISTING STRUCTURE NOTE: ALL PV.C. PLASTIC GRAVITY SEWER MAIN S ENTERING MANHOLE WALL SHALL BE GROUTED IN PLACE WITH A TRANSITE COUPLING DESIGNED FOR P,V.C. PIPE a MANHOLE WALL. PREMOLDED PLASTIC JOINT SEALER (NON SHRINK) "Q COMPLETED JOINT W/ + . SQUEEZE -OUT • n : JOINT DETAILS SEA TRENCH CONSTRUCT I I --- EW PAVEMENT I TRENCH 41' A A r OF ROADWAY L EXIST. (EXIST. PAVEMENT SHALL BE TRIMMED PAVEMENT ALONG A NEAT, STRAIGHT LINE I 1 PLAN APPLY PRIME COAT TO BASE COURSE. TACK COAT ALL SURFACES AND EDGES OF EXIST. PAVEMENT d +84" 1 d + 60" MI I rl M N iI ASPHALTIC CONCRETE THICKNESS TO BE THE SAME AS ADJACENT ROADWAY '(I'1 MINIMUM) r FOR BASE RESTORATION . -� I REFER TO SPECIFICATIONS. FINAL BACK FILL .. I -Or PER SPECIFICATION ...... INITIAL BACKFILL PER SPECIFICATION. d + 24 MAXIMUM SECTION A- A l(- NOTE: PAVEMENT RESTORATION FOR LONGITUDINAL CUTS IN ARTERIAL STREET. STREETS SHALL INCLUDE FULL LANE WIDTH RESURFACING i POR EACH LANE WITHIN WHICH MISCELLANEOUS MANHOLE DETAILS THE CUT EXTENDS. PAVEMENT RESTORATION FOR TRENCHES LOW POINT OF SWALE I HOUSE I =i LATERAL I M FIN. GRADE f TYPE •8� PROPERTY MIN. SLOPE _ BEDDING LINE. 1/8 / FT (TYPICAL) ANVARIES G LE R Y (ROTATE WYE BRANCH AND BEND AS REQUIRED), SEWER I I TYPE B- Z WELL COMPACTED MAIN. SOIL BEDDING (a WYE 8 CURVE (TYPICAL), 6aX6*X4*X4f P.V.C. �Y* FOR DOUBLE CONN. t SEWER MAIN. WATERTIGHT PVC. P.V.C. WYE OR T-WYE STOPPER W/W/D 1 STAKE AND MAGNETIC MARKEF ;TYPICAL)„ rt - - 4" SINGLE PROPERTY CONN-ECTION LINE. VARIES NOTES: 1-INVERT OF LATERAL TO BE 360 FROM FIN, GRADE EXCEPT ON "WATER NSIDE"F LINE STREET w 0 S EE R /w HERE IT WHERE IT SHALL DROP TO 48`AS SOON AS DEPTH OF MAIN SEWER PERMITS. 2-THIS DETAIL TO BE USED WHEN TOP OF SEWER MAIN IS LESS THAN 7-Ob DEEP. 3-INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND RECORD THE LOCATION. STANDARD SANITARY SEWER LATERAL DETAIL 1 I. C.1. P. SANITARY 1 WATER MAIN OR SEWER MAIN 1 DRAINAGE PIPE SAND CUSHION CONCRETE Z I . ENCASEMENT l i (ALTERNATE) I I O U) �av CONC. ENCASEMENT > e+_ 6 ALL AROUND. JA I I A i SEE NOTE* 2 z: L—• r j l ' SANITARY CONCRETE BLOCK OR I I I SEWER MAIN. BRICK SUPPORT. f 7 1 ;5. MIN. OF ONE PER PIPE LENGTT LwATER MAIN OR ^ W in DIAPER JOINTS DRAINAGE PIPE. SECTION A - A BETWEEN C.I. AND P.V.C. WITH 6" Z CONC. ALL AROUNDco - 1) 0 PLAN 0) —_ v) 00 W (n NOTES Q< I - WHERE PRACTICAL A MINIMUM HORIZONTAL SEPARATION OF WAND VERTICAL SEPARA- o W Z W TION OF 18" SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. Z O 3 U W W 2- WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS 18"OR LESS OR WHERE 0 W K I < U SEWER AND DRAINAGE PIPES CROSS WITH LESS THAN ONE FOOT VERTICAL, THE SEWER U N PIPE SHALL BE ENCASED IN CONCRETE 10' EACH SIDE OF THE CROSSING POINT OR CAST IRON OR DUCTILE IRON SHALL BE USED. 3- CONCRETE COMPRESSIVE STRENGTH SHALL REACH 2500 PSI. IN 28 DAYS. • U z - R COMPACTED Ft R BEDDING HA PLACED N UNDISTURBED EA TH C C ED FILL,OR 4 ENCASEMENTS SMALL BE PLA 0 0 S MATERIAL. 5- BEGINNING AND ENDING OF CONCRETE ENCASEMENT SHALL NOT BE MORE THAN 6 FROM U °o A PIPE JOINT W Q r•W ■ l t lV rn 6- WHERE WATER AND SEWER LINES PARALEL WITH LESS THAN 10• HORIZONTAL CLEAR ¢ j < DISTANCE, NO ENCASEMENT WILL BE REQUIRED 1F BOTH LINES ARE CAST IRON OR ,.., w to p DUCTILE IRON. ENCASEMENT WILL BE REQUIRED WHERE ONLY ONE LINE IS CASTIRON OR . ` Z W LC DUCTILE IRON. - PIPE HA CENTERED T WHEN CROSSING SEWER MAIN, ONE FULL LENGTH OF WATER I E SHALL $E CE R 0 z J 0 0 W Z -� -SEWER OVER MAIN. n > a 8- RAW OR NONPOTABLE WATER PIPE LINE SHALL BE CAST IRON OR ENCASED IN CONCRETE WHEN U _ U n < w PARALLELING PORTABLE WATER MAINS WITH LESS THAN 10' HORIZONTAL CLEARANCE. Z� ID Z, U 0In SEWER SEPARATION & ENCASEMENT 4 �- rn a rn > m U) O STANDARD ENGINEERING NOTES Sewer Collection System CUT IN PUBLIC RIGHTS -- OF — WAY 1. Gravity sewer pipe shall conform to ASTM 3034 SDR-35, Class 160. y 2. Force main sewer pipe shall conform to ASTM, D2241 SDR 26, Class 160. 3. Joints for PVC sewer shall be' rubber gasketed type conforming to ASTM D3212 and ASTM F477. TRAFFIC AREA 4. All PVC sewer pipe shall be installed in accordance with the Uni-Bell MATH EXIST. Plastic Pipe Association Standard UNI-13-5. CAST IRON SU R FACE TRAFFIC COVER 5. All sewer mains to have a minimum cover of 3'-0" unless ath'erwise noted. :Od, • ;. .:z �,.' 6. Where water and sewer mains cross with less than 18" vertical / t.� a 'r or concrete 0' of either cast Ion pipe clearance, the sewer will be 2 e c PP 'r encased vitrified clay pipe,centered on the point of.crossing. When a W =:f •:;,qv, CONC'.OR PLASTIC sewer main parallels a water main a separation of at least 10 s-hould P P ., METER BOX. be maintained where practical. 1 * 4 BAR 6•MIN. I ANGLE METER STOP 7. vertical Where sewer and drainage pipes cross with less than one foot vent ca CONC. ALL W/ PACK JOINT. clearance, the sewer pipe shall be encased in concrete 10' each side , from the crossing point or cast iron pipe shall be .used. V / V I AROUND IN ._,J TRAFFIC AREAS 8. Unless otherwise noted, manhole top elevations shall be: Paved area - flush with pavement. - finish grade minimum, r Unpaved area 0.25' above, , tt I POLYETHYLENE 9. Manual air release valves shall' be installed at all high points along i - PRESSURE TUBING. force main. 8 P.V.C. PIPE 10. Service connections shall be 4 for single and 6 or larger for multiple I 9 9 P ! residential and commercial services. Locate each -service connection . from the center of the downstream manhole and record their location.' 11. Install magnetic markers at their end of each service line or opposite W 01 wyes and record their location. f n V / 12. When the maximum height of cover is more than 12 ft, the % of Proctor I• CO4PORATION STOP Density for the embedment material shall be from 65-75b for Class Ill W/ PACK JOINT Soil, or D.1.P. Class 51 Min. shalt be used. MAIN 13. The sewer collection system shall not be laced in service until the y p system has been visually inspected and flushed of sediment and ® debris. Q 1 14, The sewer lines shall be T.V. inspected and the alignment between manholes checked by using lights, laser beams or other suitable JJ -means. 4. ` NOT'LESS THAN DOUBLE STRAP SERVICE 15. The sewer lines shall be tested d t one of the methods - y water infiltration, tow 1-'6* TO NEAREST I SADDLE ( DIRECT TAP water exfiltration or pressure air, exfiltration as BELL OR FITTING PERMITTED WHEN PIPE IS DUCTILE IRON). directed by owner's representative. NOTES: I- CONCRETE COLLAR AND COVER SHALL BE PAINTED FEDERAL SAFETY BLUE. MANUAL AIR RELEASE VALVE FOR j z W I Q 6" 8"AND 10" MAINS I