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HomeMy WebLinkAbout1984 - (Mylar) Villages of Lake Delores Plans�. VIV VA lip A' KIP Oil a-1 war �;}_ �� 34 - s'*NotP" ivj � t any �� 1 LI-mmv i F... 1 _ � - t'. ... .. ... '{ E �,:i 1'�.. 3 ;, ,.. � ,`. I p: �� PRNTED ON DRAFTRACE 880-250 OZALID CORP ; = _ _ + �....w�ra.r.i.w_++w:. •.ay..w`.R..'.._+.«.w..+rw+i+ +* «:.srmrw.....,..u�..w.,.� r»r ..... ,_-w..., a.wus+++«.fiv ,�..ev-�.......-..... I r a,,.. r.. v...:.' -.:,., -..r ,.s .. ...,. n a f .. - _ i I CURVE DATA CURVE 0 R L CH T / 160-00'-00" 325.00' 90.757' 90.463' 45.676' 2 /70- 00'-- 00" 265.371' 78.737' 76.449' 39. 660' 3 890-07'-03" 325.00' 505.503' 456.066' 320.032' 4 9/0- 00'-56" 325.00' 516.270' 463. 675' 330.813' 5 24°--30'- 00" 300. 00, 128. 282' 127. 307' 65. /3 6' 6 58'-36;-28" 300.00' 306.870; 293.666' 168.379' 7 26°- 53 -32 300. 00 140. 807 139. 518 7/. 725 8 200- 00'- 00" 1008. 920' 352. /80' 350. 394' 177. 900' 9 90" 53' 20" /35. OD' 2/4. /5' 192. 39' /37. //' /0 900 75.00' 117.8/' 90" - 75.00' //7.81' i I MATCH LINE (0I h /276 7 a /OJrZ h� fo�00, lO0 98' iV �' _ , 9 h J S 1 1 if) a SCALE /- l00 ',I Z Q � z o O S 499 21 OS W ?60 9 y N //� 9 ,� -J 10583 h /O f¢ 1/0„S3 ' S 89°2+ 03 toQD "W 0 i 3 o h91' h� flfl ,', uN 2a4s z046 »cr s2 e 26 // h . s /o S6 00 87 , O O � Jr° •. �, "� it I � I (!1 O ¢ ' Ss° �3E h/ 1°rss h �� .` ` t f �• \ Q N rt-,I,? 0 4 O ►� ti o as8 % �. /osi / 20 3 98' b O q, CI; (� �Oh/o6d Vh h /0..7 !l yf RADIAL s O V' r 4 O' nl `h , I h 1\ �� •Pre �, Z p 40 / h 99.03 ` // 03 W a. , • _ � O t• h j » 7d 4 � „ Q b /O6Q ,� NELSON HYATT �° �9s3 ti \o0. o j j Zo39 /02.6/ //8> se p J 2 0 3'a 3 S 89029'27"E 1172.45' - - - - - v ti rn% /0 6 6 h ti �J 117. 96 a N 89 ° 58'06 " W ' » N 53.52' 52 ,, „ „ „ „ » W » 52 , O 52 /5'2 h /0 6� ti '/a 6 7 P po34 z „ » „ „ » „ „ „ „ „ s' 129.73 //7s 0 p ti a Op b ry14, N M �p �o 98_' ^ zo 33 - ij M �} N M M {�i (M� �1) o ^I N a ♦ ♦ \ Q 0 , 'f °2j 16 P S 89 29'27"£ 30 N�1 tl ") "► �1 v1 �1 ? `- 1- h 0 1• 1- 7 37' 65' C,' o "1 "1 �1 '1 9 Vl "1 ^) s 8s 2+'oa"E /44.37 i� i 147.00' N 53 52» 52' 85-74 ' �` Zo .�/ 3 0 ' ?' _ I _ 125 7.69' - 0 /O ro 9 8 'p h 2c�3o /So3 /i7/ � _ N. 890 29' 27 " W. fin, S '"p NOTES: /30.00 1/.20� 71.86 65 7-; hi SoS /4.68 9 ^ 52' W " ,Q » » „ ». „ „ „ » » » » 52' W47.5/ '� /07j L >4 K E All dimensions shown are approximate O ' 113.2 rod p ni o d ^ �, M M M t'rl N o N N q n d p 2 o L 7 330.268' „ tp and , may vary. _o _ mo 0 0 0 0 p 0 Q 0 0 0 0 0 Q Q Q 0 °oo n ��' 5 „ ^ 0 1_ tS. 89024 05 W. c� •SoSZ h /06.88' 8 "1 1 �1 2 �l �1 41 1 "1 h h 1 h ,1 2 o' s /oa +� hti 90' 81.26 75, All road right-of-way widths are 50 x ,� ,3 ZozS feet unless otherwise shown. 98.8/' ,. h // 6 7 ' "� oS3 N 52 » » „ „ » „ » „ „ � - 6- fl 0 L O R E S {i/N _ h o » 52 5/.98' E Za Z6 p /� In All road right-of-way intersection --__ . ---=1. _--_--_ -�.,.. -����- __1 --• ._ ^ J7 % h a 127.52 0 /00 , �--� �' ` / P o radius are 25 feet unless otherwise .i .S f� /09.62�' (p:O � _ "� RI N B9°!i'01"F P I � h'Too .. 98,"' ► °� - W A T E R W A Y Zd fir¢ a 116 C h shown. 103 I - � „ h P G � � 81.26' „ o All lots contain a minimum of 5000 N �, s 89.21'os"w sa S E h - 108.80' h �`"`--_ ' _ _ ��. -�� . -------_s. ;��- -_.r. _-c-v, -1 . _- h ♦ o 9 ,n h ° square feet. Street names and 1 o t _ _ co Z4z/ 0 107.71 N 60' 60' N `r //63 h `0 numbers shall comply with municipal 56.80' 52' » „ » I „ „ » „ „ » » „ „ » „ „ „ ,. „ » 52' 78.92 /38' » h ^� Z oZ Z ^ - /00' N requirements. m „ p °o a O 1�i '0 e! N Q *�, �`p' i! 0i M N NO %Q I �0 �o N :, Q b / o �° r +'hn ' 12 I.4 6_' o ♦ `O SC7Ss7 N g o „ O �1 ♦ O ^ v ° o N B9°!2'O+"E 20/ 9 (V \ \ In �/� / ''� ' p p 0 0 �+ a 0 �j ♦ 0 0 0 0 o i. These plans are a art of, and shall 0 ° 0 0 0 0 �El o \'1 �0 �p b \4 �D �► �0 o r` 1 5 8.4 / _ j g 0 4 b v \p �p g b 0 0 0 0 '� 2 Zo CA be used in conjunction with en ineeri n 3064 : x �, N /083 99.61' 60' 60' 75 U plans prepared by Hector P. Arias, P-.E. L O So6o i z / 392.B32' Q and shall be used for 1 .U.D. submission 1T4.90' o 246.03 - _ /074./9' _ h 115, 59.90 0 - 3 X only. Detailed computed data shall be N. 89°29' 27"W. N /085 h _ �� S. 89 2 05 W. LL used for site construction and may vary S'o6 t co - 91.70 from. information shown on these plans. . . S '� //3 04 / s 7 72.62 73.34 36 /7' 58.89 52 „ " » » „ „ „ „ » „ » N89°32'O+'E 14 52 55 44. /9 I ?O/ � ,�,� ° S,�gh 55 90 0 0 <o/0 M /sib �, o c All Lots have 10 foot easements on front Sobs a ^ O M N n a ° nl h 'ram t\ -� �l u to I� h ni �' _ Et h N ^► M M M h v ti ti N rn °' '� " /DO o and rear and 5 foot on all side lot iines_ Sod 98' 98 ° °j o d N O O O N N \ \ Q 0 ' Q t a �, o- co ►. N ►� _ p_ O NB9°!7 /J 'E NB9°!7'/!'E O 0 O O ° 0 O O h O 0 Ni '� d' \ O \ p N _ °° o Q° fl° ° 0 0 0 °p ►. �; z a /3 N /ASS h= W ' - ° PROJECT DATA: ° 90 *,, I _.. �F.�, � _ 60 5889' 5? 22.75' 10 oo \ P' Total site area within P.U.D.--178.967 acres. 60' 73.63 91 „ „ ,, „ „ „ „ » » o 52 55' T0.54' M 3/ 98 w +� n a 20// o" �dpvr0 //S3 vNi N » S/v¢ a �` Q _ ` h or less h Total recreation area shown -�+.5 acres more 0 0 o u N _ _ /086 120. oo �o °j /oo s'o6g » o tv 'v er ti ° 6/ 89°32'/3' W 672. 72 ° \ a o p ro o ^ S.89 32'04"W. o, o' ?oo¢ ° ° O Total area of Stratton Avenue 80 foot road 30' N f1 N „ Zoo y ,e //S-/ 1 right-of-way shown--------- --6.86 acres 27.8/ +4To So 70 » 35' /o N oat ,30, 30` 45 Total number of lots shown ----- 650 168.71' „ O 2oo��h 3 S o 73 3 N. 890 37 /3 E. Ali So 7 Zot g' 3O , 1419 'ems e zEso1 , 2' s o 45• o „ _ 27.8/ N " N � 55' 60' 37` Zfs'o3 .flay=so- 16 �0 h Ph ?r5'av � � //4 7 � N �n 0 w 0 r� 0 14000- t~ s> "� /20' '� O , j p 7s ,s'o 98 N � �, Z}. o �n r o 9 Z '0 /52 'h ° o So 7 4 » » QO p N p q, N /O 93 h0. �' ,q< 5g ♦0 0 ,$„ O O Ll h N 98' h 5 h ti O /2 - „ ` \ ' So 7 7 S o 9 6 Z 60' 60' 73.8/' /0 9¢ RADIAL p^ zf�OS h c'�o z S� 76 S, 10 7. 28010, » V O n a ►. /00.09 ° RADIAL Ao 1p' Zt�o¢ P� 44 a So 7 9 So 5'`� N N o ti ' co p /0 96 10t.0 //¢ 3 N_ � ti N No t Included N o -�ArVol 98.0' 41 /09.8/' _ /O9 \, 2�07 ��� q<b 00 10 Cull Owl `%Z h N v O �a try a d ZO6 o N -S -�� 35' 28 h / 0 9,6 , r'�.\ �ti a o �, / Sa » » /2 8,17 ZXog m '.NB9°37'/!"E NB9 !7 /3 E f /69.36f , , 8. /8 / 7 / 2 6. , 9 - 7 , 1 52 O �OSof�3 h sv 9v N. 89O 37'l3" E. 'o• Pork Property J 30`. 3 \00 `J� -, _ _ _ = -- _ / 65' 120' a0' //39 o "w2 M \ '� `n 48' 48' // 773 9 ' ,o �O& . 45.02' 4805' 52 : » „ » :, „ » » � 52' 4 /' 115.17 ,� q O // O O 9 // 44 N 89 °!7' /! E Q, 96.00' ' ..S 9 te)(^p 13 , Ol 0 \oo M - �. - Q\ �/33 �`LN r- o / rn Sz 2 8', h \ 10 ap° m 0 ` V1 0^ ,, °` c M M t\ D M ° so £3¢ /822' N.89°37 /3 E. 65/86/' '` o (Aj 150' NAD/AL�� J� RADIAL 145 105.99 20' Z \ N °o \ \ \ \ \ a 's /33 / o p 2973 q h , 67.77 7p 50, 0 , ' ` 52' „ „ ,� „ „ » „ 52 7 0' � - - - _ - � •w ,• p � 393.426 � 499.5/0' O N N. 890 34 59' W. 7/.22` p f 52' W „ » W ., „ 52 52' S3 o _ 7 Future ,�Q�tl �o d b p �, N p N �o �1 aN No, a Z aq °pQ o� a a D 0 0 �♦ �; U s e ti N �► N tim N..69° 34 59 W. /00 00 p e � 52 „ » „ „ '» » » „ „ „ » „ 52 52' /07.66' 70 ` O - -- - - - - - 30, •_ 1 N. 890 34'-59" 548.21' I N. 8903459" 1329.737. ° 1 1 o I I �FRANCIS FOX pINDIAN RIVER TRADING NICKPH GERALD WEATHERINGTON REGISTERED LAND SURVEYOR - R.L.S. NO.'IB59 2809 ORANGE AVENUEI. FORT PIERCE �FLORIDA PH. t3051461-80B4 I' I PREL lM/ NA R Y GEOMETRY PROJECT I VILLAGES OF LAKE DOLORES SEBASTIAN,FLORIDA DATE; 8.29.84 SCALE. DRAWN: APPRV'D; REVISIONS PROJECT NO 84 - 3/9 SHEETNO i OF 3 ,/ L HENRY A. FICHER MATCH LINE N. 69° 35 50 E. _ _ 1326. 00 _ _ _ _ /oo 3 y3 2 s l0 N - - - 42.18' I 00 �o ,, E +\ 30..38 ' - _ _ - ^ „ ►, „ „ „ „ „ „ „ „ „ 52, 104' 220' Al ^ ` 3¢3p � 4o00 `s � B3' /00' S2' / , ' -5?o- N6100 N- 0 iJO a N Q b �; N 0 QD �0 0 n 4 po 0y 0 3/a Z �,� 6, v o. 3507 N 4o3Z o M N N N ti ♦ ♦ ♦ 0 0 0 0, 0 a 0 S ► 3 3,3 \�. 33 0 0 0 0 0° 0 °j 0 °' 35 o 166 ems, , `r ,' N ;330 9 i2 45' 52' " 53 h0 ,340'6 2, 6 79.46' 30 © 342 9 0 40 � /9-9.47' N.B9° 5/ 33 W. 277.50 202.50 100�8"E ,36 h 75' 75' 30' 52' 52' 56' 28' 90' l48 -e - 00' h a 3J'R p� 4ab7 30 A v �0 3oog 9�' o Ne 3¢Z7 /00' 30'R 2 o � n3S �, ¢ i/v o ti o N o � 52 3C) GC, 36 t 2 `s"'- _ 34 ZZ - o f /00, /OD "� ° p o o 4200 0 0 6, N 4039 N' � � � � � � � ° � o a � / - \ 52 3004 o �Itl'3 0p ,E 34ZS h „ '` nJ N I I p /a% - 6 , ,' O p' I "0618N4o3 9 to 4/Zd h 55' 52' 52' o 30R \ 3ooL � 40' 40 „ 159 4a W 4/ZS h p` N 4�00 120' v45' 9 30 R t �� ?2oZ N 6 8p 36 /8 / Q o _/65 ZZ� o rn- - 5� � � ,, \ 3 No_ k�:, �� ,¢p4s 4/4t7 h 4/'aOo, 0 R y2 Z2o6 0 o_ Ip21 �, 36 ♦6 3¢ 2 3 _ N_ y _ 19 , Z/ N 404¢ v; ' 10 0' 105, (� 1 p 2?oE/ o 55' g0, Oa Z /Z � 3,t5 57 S T 0 3 m +' o ,* /00" v47 N t ZZ o_ 5 �:°o�ti �_��,,- I 0 ¢ cz, 34 ♦¢ =� \ M 4 h /Sa Cl et 3pR o- /� 2' S ro ah' ryh �\ / 24 6 7 -�4/ "' 33Z'3 9 0 3 Y/ 5 ,� Z 3 ' ,, i 4c,4Js O t 44g. 04 3' o, ,� 3 Z- 190 0 5 0 32 1 0 8p 40 90 A �N- +' o S61 Z m 4/ ' 75' ./049 h 3 S 65 52' 23oa 10 Zzo3 �- �0 36/S ,, �4/S ,' - 33 ZS r. 30 0 2302 o p.00 52' ci ¢0¢ Z30¢ ZZ �- ,op 3 1,5' y2 2306 4 ' R o 4 "- 2 /Za _ 2 3 48 00 ' u, N ,3 4 _ 30 54 5, 52 .04 ,5 - 5 0 0 032 p 105 3606 34 N- - 6p T3�L y2 65 5 0 64, , (t 1 ` 2//9 0, ��" q - 3�t o 9 5 35 30 r � c,\ : 0 3e, 6I` 23/4 51' 5'2 '3e3 l., \ N t 2//6 - u, IIB4- 50 ,, , '' 2305 � I �-, ,, �„ 52 Zro7 , 2//7 '' 360 '' , ¢o2N N I00' E 9 ,' p Cep - Z//¢ c" i35 .�bv Z "v `3 ,� O - 2 j30 9 N U h o 8p , - G, s PRUPOSEb o- 4 p 8 ,i i , , e' E 3`/� E 36 os u, � + ' N I p p 63�..f5 5 i � Ja _ � '�'- 00 p � ' E - V• C 3 c„ B N 0 o m WATL'li PLAA'T +' 2 0 „ U tp `s h S Z3 ¢S � p N SITE al h9 a z3/8 60 I � / i e C r e O t i o /% \, � G /, S. O 1 0 N N p� - 640 0 �- o N g Q 232a 23/� 52' Z // Z °j I 360o 340 0 .34o O - O 6h o. a / ,, 0 O Are o , z3 /S 6 _/vo¢ o- �0 f // i/ " 0' `J 4 5' T O I' 4 8 4 2 334 3 h 5' I l z3ev o '!, G ^ s, 0 61 700� o 28 f'J oo- �0 22 I z6o/ fl� �. '4" 78.849' t U m 0 S. 89° 31'06 W. 9, 3.6 ACRES _ �i Cp• a, �0 i A +.s , 62 0 00 m_ I, \ 1Iy X \ ! 49 50 1 152' „ „ 52, 49' 6. C. a, 0 ?3 Z / % /oro a, p` 0 `' h L► - to o b = o' F- �i3Q S' 0 , eQon ^ '6 Q 6h` /F�s- %`' - 0(� 0 88' 70' S2t 52 9 30 O /z0 o _ - % 0 h Z 240¢ ` ``�'3 0 ♦016 g, �_ // h� o" pl` RO G J / /oo. h ti I /a 70�/ Z 4 0' 13 ?¢a,� Zaa 7 0 141. 73' + ft F-I O Z p 79 zoo¢ 130 , a Z¢♦a ZQo 9 ioz Z I L A K E "o I c 0 0 a 0 -J Q � o o N a to O N U H Q W Q O J LL- b h h 0 0 O �i CURVE DATA CURVE 0 R L CH T / 360 14' 43" 167.051' .105.677' 103 923' 54.674' 2 16027' 15" 485.000' 139.2821' 138.804` 70.124' 3 25032' 45" 485.000 216.241i 214. 455' 109.948' 4 15000, 00, 485.000' 126.973' 126.610' 63.851 ' 5 /15030' 48" 125. 000' 252.0//1 211.447 198.164' 6 640 29' 12" 125.000' 140.688' 133.379' 78.84 9' 7 40° 00' 00" 325.000' 226.893' 222.313' 118.290' 630 52' 01" 225.000' 250.805' 238.020' 140.232' 9 400 00' 00 225.000' 157. 080'; 153.909' 81. 893' /0 50°00' 00" 225.000' 196.350` 190.178' 104.919' 1 / 440 13' 31" 119.315' 92.096`, 89.827` 48.479' 12 100000'00" 125.000' 218.166` : 191.511' 148.969' /3 93° 00' 00" 325.000' 527.526'; 471.493' 3 42.479' 14 50000, 00" 475.000' 414,516" 401.487' 221.496' 15 31° 00 00" 625.000' 338.158', 334.048' 173.328' 16 350 00' 0d' 625.000' 3J31.791` 375.882' 197.062' 17 /00 00' OD" 788.414` 137.604' 137 430' 68.977' 18 //0 0c`1' 00" 475.000 91.193` 91.053' 45.737' 19 22" O+L' CIO" 328.340' 126.074` 125.301` 63,623' 20 900 37' 28" 50.000 79.085' 71.095' 50. 548' 2/ 220 21'40" 1 375.000' /46.353' 145.426' 74.120' 22 500 00` 00 150.000' 130.900 126.785' 69.946` GERAL' D WEATHERINGTON REGISTERED LAND SURVEYOR - R.L.S. NO.1B59 2809 ORANGE AVENUE i` FORT PIERCE .FLORIDA PH. [305)461-BOB4 { PRELIMINARY GEOMETRY i i i NOTES: All dimensions shown are approximate and may vary. All road right-of-way widths are 50 6 feet unless otherwise shown. , All road right-of-way intensection radius' are 25 feet unless otherwise shown. All lots contain a minimum of 5000 square feet. Street names and lot numbers shall comply with municipal requirements. These plans are a part of, and shall be used in conjunction with, engineering plans prepared by Hector P. Arias, P-.E. and shall be used for P.U.D- submission only. Detailed computed data shall be used for site construction and may vary from information shown on these plans. All Lots have 10 foot easements on front and rear and 5 foot on all side lot lines. I I i PROJECT: VILLAGES OF 'LAKE OOLORES SEBA STIAN, FL O171DA DAT E . 8.29.84 SCALE: DRAWN: APPRV'D: REVISIONS PROJECT NO.' 84. 519 M ��//� G Z SHEET NO I 2 OF 3 -o 1 , r- CURVE DA TA CURVE a R L CH T / 250 37' 06" 398. 328' 178. /0/' 178.622' 90.565' 2 64013' 31" 340.000' 381.121' 361.479' 213.387' 3 680 G0' 00 290.000' 344.179' 324.332' 195.607' 4 20 14' 43" 3568.367' 139.835' 139.826' 69.926' 5 230 58' 55 516.872' 216.344' 214. 769' 109.779 6 /090 13' 31 `" 95. 4-79' 181.939' 1.55.614' 134.358' T 400 0& a,," 125. 000, 87 266' 85. 505' 45.496' -" -- � NOTES:" f 586 2/ All dimensions shown are approximate I and may vary. 1 G �, All road right-of-way Widths are 50 ALFRED MILLER feet unless otherwise shown. i All road right-of-way intersection ;. radius' are 25 feet :unless otherwise ' 5.89037 24" W. 658. 54' shown. ---- All lots contain a minimum of 5000 square feet. Street 'names and lot G { numbers shall comply with municipal ' I requirements "'. 130" 88 8p' 3Z�f� 32/a moo. 1 These plans are a part of, and shall , 3206 _ o Q be used in conjunction with, engineering No_ plans prepared by Hector P. Arias, P-.E. koo. h� ti and shall be used for P.U.D. submission 46, 46, only. Detailed computed data shall be A6 I used for site construction and may vary from information shown_ on these plans._ o, All Lots have 1.0 foot easements on front t` and rear and 5 foot on all side lot lines CO Za t , ,3 HENRY A. FICHER BOO" 32aS o 330� 7 4 S�o3 i I `�;�ATC LINE j ! . . . Al. 890 35_ 50" E. 1328.00 GERALD WEATHERINGTON REGISTERED LAND SURVEYOR - R.L.S. NO.1859 2809 ORANGE AVENUE FORT PIERCE , FLORIDA PH. (3051461- B084 ! ! PRELIMINARY GEOMETRY PROJECT: STRATTON AVENUE EXTENSION SEBASTIAN,FLORIDA DATE 1 8.29.84 SCALE: 1 "= 100f DRAWN: - APPRV'D:_ REVISIONS PROJECT NO. 84. 310 SHEET NO 3 OF 3 =' �-rl r+ ., .. .. .. -- r rr,.�..m.•--.w+�rt -n!'sc^ :. 3 ":; S - ;� y �� H ♦`� Ss ^ 3 .� �.. .. .. �. � _ ... �.: . ., � � � ,' .� ,; '. .. .. �� t ... �� t _. _ _— _— CURVE DATA CURVE Q R L CH T / /60-00'-00" 325.00 90. 757' 90.463' 45 676' 2 /70- 00�- 00" 265.371' 78.737' 78.449' 39.660' 3 890-07'-03" 325.00' 505.503' 456.066' 320.032' 4 9/0- 00'-56" 325.00' 516- 270' 463 67.5' 1 -33n R13' N. N. 89° 54159'' / .7 L .7. / .7 SCALE: /"_ /00' LEGEND . g OPEN BOTTOM INLET CULVERT -•--� SWALE DRAINAGE FLOW y ` -� DRAINAGE PIPE FLOW 5 FT. 'CONTOUR t?x4s EXISTING SPOT ELEVATION -.- PROPOSED ELEVATION DRAINAGE CONTROL STRUCTURE - E�. P. ARIAS ASSOCIATES Consulting Engineers Fort Pierce, Florida fi PAVING & DRAINAGE PROJECT: VILLAGES OF LAKE OOLORES SEBASTIAN,FLORIDA -_ - - R. ,; .. .. .. z , ... i ,_ _ >. _ ,..:.. _. .. .:. �.. .. { _. N .. �.... .,. .- ... - .. _ .. � .: .: v.- •v tee.. v•. °/ 4 9/9 0 - .. .. j. 5 O 00' OD' 225 Q DO' !96 350 � /9D /7 •: B N �i > / / 44' 3' 3/ / - 5 !9 3/ I 096 I � 92. 89827 ' `. 4 4T9 8. ., P `. :. .. .. w w ;. p 12 /04'00 00 200.000 363 028 ; '3/5.244 255.988 -.= e N. B9 32 O 4 E.:. I. r o /07 2/ 3/ 325.000 608.973 5237/5 ,942.I00 ; h .. 5 3/ 325.000 _ %55. I87, i /53.7/7 79. /02 : > : �o C I V , M /5 >3/ 00 00 625.000 338•/5 8 j .'334.048 f73 328: ` � �a ODr C r . 625.000 , 3B/_ 79/ 375_BB2: /9T_062 r Ai =.4-S06 s r SH T Wo 2 - 2 1/2 " OUTLETS WELL COMPACTED0 FILL- 0 _ -*:YORANT (36 MIN BURY) COVER MARKED "WATER` SEE TYPICAL SERVICE _SEE TYPICAL SERVICE CONNECTION DETAIL CONNECTION DETAIL CONCRETE COLLAR ONLY WHERE VALVE BOX IS -COLOR TO BE FINISHED FINISHED LOCATED IN SWALE AREA W/MAGNETIC MARKER (TYP ) STANDARD AWWA• YELLOW OR __� GRADE _ COVER MARKED WATER PER LOCAL REGULATIONSUAW N PUMPER CONNECTION 41/20 FACING STREET L ` ! • • 0 1/4" ROD / 6 6" • CI. VALVE BOX --{- - ADJUSTABLE SCREW TYPE II II Q w ) 1 `'�-5 1/4" DIA. SHAFT I" CORPORATION I I"CORPORATION to STOP WITH PACK - I" POLYETHYLENE I" POLYETHYLENE STOP WITH PACK o � JOINT FORD PRESS TUBING PRESS. TUBING I JOINT FORD w TYPE-F-1100 co 44 = COVER MARKED "WATER" , FINISHED GRADE �1 ij U 0.\1\\ VALVE BOX j ADJUSTABLE SCREW TYPE I�I I) II It 5 V4" DIA. SHAFT OR P V.0 II II I III ICI I LINER. I I II 1 �� I �z 6"M.J.TEE0R M. J. Ili N REDUCING TEE SIZED i� STRAPPING i ACCORDING TO MAIN DRAIN HOLES III 1 I LUGS I 0 MUST BE / THRUST BLOCX CLEAR i ► ra• I 1 , I I WATER MAIN CONC I 6"HYDRANT CONNECTOR I THRUST BLOCK I -�- 6 ` M. J ` VARIABLE GATE VALVE ( RESILIENT SEAT TYPE) TYPICAL HYDRANT AND VALVE DETAILS I I FULL,LANE WIDTH A ( TRENCH TRENCH / -T A � \ _ - --- - A r-- _ L _ �- A A iA -XISTING PAVT. SHALL BE / SAW CUT ALONG A NEAT STRAIGHT LINE I EXISTING PAVT.-�- i 1 rL PLAN r-- ASPHALTIC CONCRETE TACK COAT ALL SEE NOTES NOS. 182 SEE NOTE NO.3 SURFACES AND EDGES \�-6" OF 2500 PSI TRENCH BACKFILLED IN a" CONCRETE MIN. •- � _ _ MIN. COMPACTED LAYERS -rO _ 95% MAXIMUM DENSITY _S TRENCH BACKFILLED TO A LEV€: ONE (1) FOOT ABOVE PIPE IN 6' COMPACTED LAYERS, TO 950% G + 2a" MAXIMUM DENSITY SECTION A -A ASPHALTIC CONCRETE REPAIR 1. TRANSVERSE CUTS o) MINIMUM PEPAIR WIDTH SHALL SE (C 1- 84") 5) ACTUAL REPAIR WIDTH SHALL BE AS 'NIDE AS NECESSARY TO OQOVIDE NEAT SAW CUT LINES AT RIGHT ANGLES TO PAVEMENT CENTERLINE 2 LONGITUDINAL CUTS .PAVEMENT SHALL BE RESURFACED ALONG NEAT SAW CUT LINES FOR THE FULL LANE WIDTH FOR EACH LANE WITHIN WHICH THE CUT EXTENDS. 3. ASPHALTIC CONCRETE ASPHALTIC CONC. S-'ALL BE '= S-i OR TYPE S-I (MODIFIED), SHALL BE' THICF'.11N 44'.0 Sr -ALL BE INS-ALLE_ _'� - "%UE CCN-INUOUS PLANE SVI- �'�. MUMPS OR C==°ESSIC' p PAVEMENT RESTORATION FOR TRENCHES TYPE- F-1100 (AWWA)C901-78 (AWWA)C901-78 OR MUELLER a ?i31n OR MUELLER # H-15024 a 2 U- z M J -NON RISING STEM H-15024 > 0 U_ �- �+o (L EXISTING -NEW SYSTEM _cJ 0 0 SYSTEM 1 _ _II (SEE NOTE IN TYPICAL _ 12"MIN 12"MIN. SERVICE CONN DETAIL) DOUBLE 6" M. J P. V. C., ASBESTOS CEMENT OR DIP M J GATE VALVE TAPPING SADDLE GATE VALVE RESILIENT SEAT TYPE WATER MAIN RESILIENT SEAT TYPE TYPICAL AIR RELEASE AND/OR SAMPLING POINT DETAIL TYPICAL GATE VALVE & BOX DETAIL I I I 5 -0 MAX I i REMOVABLE FLUSHING NUZZLE METER BOX, • -N I FINISH GRADE WATER MA... �\ /,�� �• ''l��:• ./.. ��• , �: .<,•'.�. ..fie -►' .fin. :y �. .. . _gA� A. �o 0 0 I -THRU LINE CONNECTION, TEE �,� ►.p°�:,,' D o 2 -THRU LINE CONNECTION, CROSS USED AS TEE �- ;i. 3 -DIRECTION CHANGE, ELBOW ;l ��II u o o• \ 4 -CHANGE LINE SIZE, REDUCER O�� �o�J•b �. � �, 5 -DIRECTION CHANGE, TEE USED AS ELBOW D ° > 6 DIRECTION CHANGE, CROSS USED AS ELBOW >► ,a n 7 -DIRECTION CHANGE . o ► p 8 -THRU LINE CONNECTION, WYE 01 9 -DIRECTION CHANGE VERTICAL, BEND ANCHOR w A0.uC A 0 C A CMD T► Ptf'gT RLOCXING 4 PIPE'• DIA. +FIRE HYDRANT TEES 9 DEAD ENOS 9C+° BEND 45° BEND 221/2a BEND 4" 1.2 1.8 1 0 0.5 6" 2.6 3.7 2.0 1.0 8" 4.4 6.3 j 3.4 I I.7 10" 6 I 11.4 I 6 2 3 1 12 11.5 16.2 8 8 4.5 16" 20.2 28.5 15 4 7 8 I -THRUST BLOCKS S►fALL BE POURED AGAINST UNDISTURBED MATERIAL WHERE TRENCH' WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL & EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. 2-ON TEES a BENDS, EXTEND THRUST BLOCK LENGTH. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCK, KEEP U.J. BELLS AND BOLTS FREE FROM CONCRETE WITH VISOUEEN. 3-BACXFILL SHALL CONSIST ENTIRELY OF CLEAN SANG A ROCK FRAGMENTS. BE REMOVED t3 REPLACED WITH ANY MUCK ENCOUNTERED SHALL M J END CAP WITH :'^ /\ I \� ACCEPTABLE MATERIAL 2 • I P OUTLET TO BE 4-CONCRETE FOR (THRUST BLOCKS SHAD•, HAVE A MINIMUM STRENGTH _ _ LOCATED BOTTOM OF ! OF 2500 P. S. I. AFTER 28 DAYS. CAP, 5-THRUST BLOCK ITES COMPUTED AT 150 PSI PRESSURE AND 2000 PSF 12 _ - SOIL BEARING CAPACITY. END OF WATER --- - - - - ... /THRUST BLOCK MAIN - THRUST BLOCK DETAIL 47 v:: / .. ..,'► 9v. 2..vALVE WITH v WHEEL HANDLE j --- ,:°-.•.••:!•2 P V C FINISHED GRADE� MINIMUM TWO-]"'O.:i••. 2 THREADED PVC WATER MAIN LENGTH OF PIPES ' MALE ADAPTOR WATER MAIN FROM G.V. WHERE PRACTICAL 10` MIN. 18,. MIN: I BLOW OFF DETAIL SANITARY SEWER FINISHED GRADE , CONIC METER BOX BROOKS SERIE 33 W/33-H COVER FOR _ SINGLE SERV OR 18"x 20 •J DUAL H, BROOKS W/HINGED CA LID, OR APPROVED EQUAL p cm I" ANGLE METER STOP FORD KVT- 23W FOR SINGLE SERVICE OR FORD KV- 23W FOR DOUBLE SERVICE WITH Z I" FORD "U BRANCH UV- 43- 4 2 W OR MULLER I` ANGLE METER STOP H 14267 �tn FOR SINGLE SERVICE OR H- 14 265 FOR , DOUBLE SERVICE WIi H I• "U BRANCH H 15364 I 57 WATER METER POLYETHYLENE PRESS, TUBING (AWWA) C 901-78. _ SERVICE SADDLE ROCKWELL TYPE 313 DOUBLE STRAP OR APPROVED EQUAL I" CORPORATION STOP WITH PACK JOINT FORD TYPE - F- 1 100 OR I" MULLER H- 15024 WITH INSTATITE CONNECTION t I TYPICAL SERVICE CONNECTION DETAIL SEPARATE TRENCHES ' I NOTE - I WATER LINES AND SANITARY SEWER LINES SHALL BE SEPARATED BY A MINIMUM CLEARENCE OF 18" VERTICALLY AND 10' HORIZONTALLY "WHERE WATER AND SEWER MAINS CROSS, THE SEWER PIPE SHA LL L PASS UNDER THE WATER MAIN, WHEN LESS THAN i 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20' ,OF EITHER CAST IRON PIPES OR CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF I AT LEAST 10` SHOULD BE MAINTAINED WHERE PRACTICAL" (DEPARTMENT OF ENVIRONMENTAL REGULATION) CHAPTER 17 - 2 2 -16 -(4) H. P. ARIAS & ASSOCIATES I , I Consulting (Engineers Fort Pierce, Florida t WATER AND SEXIER LINE ORIENTATION WATER DETAILS N0•iES I. ALL WATER MAINS SHALL BE JOHNS- MANSVILLE RING-T17E P V.C. PIPE CLASS 150 (DR- 18 ), UNLESS OTHE°WISE NOTED AND SHALL COMPLY WITH A W WA C 900 - 81 2. GATE VALVES SHALL CCMPLY 'N17H AW WA C 500-90 AND 6E OF RESILIENT SEAT TYPE, NON -RISING STEAM TYPE. 3.„ INSTALLATiCNS- OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA (C600-77) FOR 10.1.P. ; AWWA NO M23 FOR PV.C. PRESSURE PIPE. 4. FIRE HYDRANTS SHALL COMPLY WITH AWWA C502-80, BE OF ORY BARREL BREAK AWAY TYPE, WITH 5 V4" VALVE OPENING. THE MINIMUM BURRY OEPTHi,WILL BE 36 FITTED WITH MECHANICAL JOINT INLET SHOE CONNECTION WILL HAVE STRAPPING LUGS 5. HYDROSTATIC FES71NG (PRESSURE 8 LEAKAGE) SHALL BE ACCORDING WITH THE AWWA STANDARD C600- 77 SECTION 4 6. OISINFEC71MG WATER MAINS SHALL COMPLY WITH AWWA' S TANOARC C 601- 68 0 I. SERVICE LATERAL D1PES UNDER PAVEMENT T',�, 5E INSTALL=D IN A 2 SL==VE. PROJECT;, VILLAGES of LAKE DOLORES H.P. ARIAS I REG. NO. 18 154 DATE; SCALE; lt/ONG DRAW M J,V��' APPRV'D: /'�A REVISIONS PROJECT NO, 84 - /LUG SHEET NO - - I 5`' O F s iJ` Un G SELECTED BACKFILL Z THOROUGHLY COMPACTE1 O O IN MAX. 6" LAYERS Cnn = r UP TO 12"ABOVE N o PIPE -TYP. - Z TOP OF PIPE ee,epe,S ••J• • r.... •.�.r i e.e•�� •f.e� r�. 'e�Sat SHAPED BY TAMPING e�•��,�i e�p°e' • pi �'�•• 2"MIN. COARSE TO FIT PIPE.-TYP. SAND A A 3/4' MAX. GRADED LIME - SHAPE O.D. OF PIPE ROCK OR PEA GRAVEL SUITABLE BEARING PLUS 2" MIN. THROUGHLY TAMPED AND UNDISTURBED EARTH COMPACTED UP TO ROCK OR YIELDING TRENCH CENTER OF PIPE BOTTOM OR OVER FOUNDATION TYPE 11 C LASS.. B-I CLASS B-2 USE WHERE COVER IS LESS THAN 5 FT. OR OVER' 12 FT. is D .. .. A ...,8 B 1. PIPE SIZE SHAPED BED DEPTH WIDTH 4" 3 1/2 " 4 " 6.. 5,. 4.1 8" 6" 4 1 10 " 7 1/2" 4 ,. 12.. 9.. 4.. 15" It 5 18 " 13 I/2" 6 " CLASS ILBI>, BEDDING DETAIL VALVE BOX U.S.F. 7620 II" OVENING P.V. C. PLUG 'FINISHED GRADE 6" THK. CONC. BASE FOR V. B. FRAME 2 ♦^- �� USE CONCRETE ENCASEMENT ONLY / IF REQ. 8 KEEP CLEAR FROM HORIZ. PIPE io N 450 ELBOW P. V. C. ° WELL COMPACTED 45P 6" P.V.C. MIN. `WYE SOIL P.V. C. PLUG TERMINAL CLEANOUT DETAIL i� U. S.F. 440-B-MANHOLE RING 8 COVER TRAFFIC BEARING _2f FINISHED PAVEMENT 2 FINISHED GRADE _ V 18" MAXIMUM SMOOTH FINISH 1/2"CEMENT MORTAR INSIDE BOUT OF I BRICK OR CONCRETE GRADE 2'-0" DIA. p RINGS. 1 1 N tl I 1 RAM-NEK JOINTS 6'• PIPE 0.0 PLUS 4 CLEARANCE ALL AROUND WITH KEYWAY PRECAST CONC. PIPE AS MFG. BY TOLLES CONC. SPECIALTIES INC. 4'-0" DIA. NON SHRINK MORTAR W_ �. 6 W_ >� w_ Q CO 6'-4" DIA. _ I-� 6"OFCOMPACTED 3/4" ROCK GRAVEL PRECAST MANHOLE DETAILS PROTECTIVE SLAB REQUIRED WHERE COVER FOR MAINS IS LESS THAN 30" AND FOR LATERALS IS LESS THAN 24" PROTECTIVE SLAB W/6X6-10/ 10-W.W F. rn W Cc PROTECTIVE SLAB > _ It .( IfV"' - -L TAMPED KFILL PLACED 4" MAX. LAYERS.d + 4"SLAB -3000 LB. CONCRE TE WITH ALIGNMENT SMALL BE WITHIN 6"X 6" NO. 10 G.I. MESH, MIN. BEARING + 1/16"VERTICAL B + 1/8" HORIZONTAL 12 " EACH SIDE OF TRENCH. REFERENCE TO GRADE LINE. TYPICAL SEWER MAIN DETAILS EDGE OF CROSS CUT UNDISTURBED SOIL DIAME TER TEE DIM "A"(S.F.) DIM. "B "(S.F 4" 1.8 2.6 - 6 Is 3.2 2.8 6 6.6 5.0 10 10.8 B.2 FORCE MAIN THRUST BLOCK DETAILS UNLESS OTHERWISE NOTED LOCATE FIRE HYDRANT ON PROPERTY LINE "A:' LOT LINE-'�- 1 WATER MAIN - � 1 P/L VALVE 88 FIRE HYDRANTS DIMENSION "A" AS SHOWN SHALL BE LOCATED NOT ON PLANS LESS THAN 45' FROM PROPERTY LINE (P/L) SHALL STREET CENTER LINE. MEAN SIDE OF LOT LINE. HYDRANT LOCATION Is DIM "A UNLESS OTHERWISE NOTED „A; LOCATE GATE VALVE ON Pc7, .. A] I WATER MAIN ,I i I P/L I � I VALVE LOCATION m tit v� Fo 0�W NI M�Cn 1 I TYPE 8 BEDDING. TYP. HOUSE LATERAL MIN. SLOPE I/ —ter FT — ' -- '� ANGLE VARIES MAIN ! TYPE "8-2" WELL COMPACTED SOIL BEDDING Lia SPUR WYE B CURVE TYP INVERT OF LATERAL TO BE 36",FROM FIN.' GRADE EXCEPT ON "WATER LINE SIDE" 4F, STREET R/W WHERE IT SHALL DROP TO 48" AS SOON AS DEPTH OF MAIN SEWER PERMITS. 6 X 4" P. V. C. DOUBLE " Y " BRANCH 6 •' aq 6"DOUBLE CONNECTION WATER TIGHT 3 P.V.C. STOPPER P.V, C. TEE WYE W/WD STAKE e `n MAGNETIC MARKER MIN. SLOPE 1/8' PER F T. MD 4 4" SINGLE CONNECTION } 1� Cr W VARIES w z a - a -� Cr a SANITARY SEWER LATERAL DETAILS U.S.F. 440 - B -MANHOLE RING 6 COVER -TRAFFIC BEARIN FINISHED z PAVEMENT FINISHED GRADE �s " SMOOTH FINISH V2"CEMENT 18 MAXIMUM MORTAR INSIDE & OUTOF t BRICK OR CONCRETE GRADE m N RINGS. +. - RAM-NEK 2 -0 DIA. JOINT 6" 4'=0" DIA.. 6•• PRECAST CONC. PIPE AS MFG. BY TOLLES CONC. SPECIALTIES INC. 2 Q � PE > GROUT m 6' - 4" DIA. i L` U A I I r1v►1 T v o C C D >~ f% A C T I`t<t A 1V u n) F n l~ T A i i 4 1 i TOP OF PIPE-1 A WIDTH@TOP OF PIPE B AT GRAD= j C' CG"!=R I •G'• PIPE SIZE 2 4" MAXIMUM 4 • 4. OR -ESS f 30MAXIMUM 6 I 4 TO 5' q 6 d'• 30 MAXIMUM 10 - 12• 5' TO 12• 10"9 12" 30" MAXIMUM 16' 12'0R OVER 36 MAXIMUM !6' 12 OR OVER ►8" TRENCH WIDTH DETAILS H. P. ARIAS & ASSOCIATES Consulting Engineers Fort Pierce, Fiorlda Its CONCRETE U. S.F. 440-8-MANHOLE RING IB COVER „ TRAFFIC BEARING z SECTION "Al- FINISHED GRADE I FINISHED PAVEMENT 18 MAXIMUM SMOOTH FINISH 1/2" CEMENT / )^ MORTAR INSIDE a OUT OF BRICK � M OR CONCRETE GRADE RINGS. 2'-O'�DIA. RAM-NEK -t JOINTS "s M sW 6' 4'- 0 D` A . 6"1 Al' _ - BRICK 1FN DAY w PRECAST CONC. Z CONC S.. PIPE 1 6 Min. COVER,"' I � 'o ALL AROUN W N Q —L 6'- 4.. DIA- ALL AN LE INVERTS TO BE AS SHO I BOVE, OR SHALL BE FORMED WITH ONC. AND MORTAR. STANDARD DROP CONNECTION- } DETAILS N '''STONES ty(4AVIN ANY a 01 N,S4,OGREA ER THAN 4' IN BACKFILL R ANY OGA NIC MATE IAL TO << 2 Is ABOVE PIPE- TYP. SOIL COMPACTED TO 95 % DENSITY (PROCTOR) N =� IIG iTLY COMPACTED SELECTED BACKFILL TO 6' ABOVE PIPE TOP OF PIPE : Oi ; O SHAPE TO FIT PIPE COARSEN>SAN „A~ SUITABLE BEARING '" UNDISTURBED EARTH USE ONLY WHERE COVER IS 5 FT TO 12FT. AND CLASS 13-2 13EDDING IS NOT REQUIRED. FOR DIMENSIONS "A" SE (CLASS "B" BEDDING DETAI,D�VG ) CLASS II CII BEDDING DETAIL H.P. ARIAS NOTE I ALL GRAVITY SEWER PIPES SHALL BE JOHNS-MANSVILLE S OR - 35 (A.S T M. 0 30 34) PVC RING-TITE OR APPRCVEO ECUAL, UNLES OTHERWISE NOTED. 2. PRECAST CONCRETE MANHOLE SHALL CONFORM TO A S T M C- 478 - 70, CONCRETE SHALL BE OF TYPE L ACIC RESISTANT CEMENT ANC SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF'3,500 PSI IN 23 DAYS. 3. PRECAST MANHOLES SHAL_ HAVE TWO PROTECTIVE COATINGS CN INTERIOR SURFACES AND ONE ON THE EXTERIOR. SURFACE ''OF KOPPERS C BITUMASTIC 300 M WATER EPDXY 4 ALL PIPE IS TO BE LAIC IN A CRY TRENCH ,AND ACCORDING wITH AwWA NO, */213 5. THE EASE OF THE PRECAST MANHCLESHALL BE OF 6 MIN CEF-H, OF 3/4 COMPACTED ROCK GRAVEL 00 SEWER DETAILS PROJECT: VILLAGES of LAKE DOLORES 18154 REG. NO. DATE• SCALE: ryvvE" DRAWN: J,ypL'. APPRV'D: yP'9 REVISIONS PROJECT NO, SHEET NO 14-9 OF V