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HomeMy WebLinkAbout1992 Sebastian Lakes Construction Plans Laconia St & Roseland RdCONSTRUCTION i. W Z IIAV H Il W AV "ILAV 5 �• Z V )CELLE AV IfUAN AVOv `_SEBASTIAN cr ORSTER IAV �u SIEH—Z -—� -- HIGHLANDS ' CTOR m V vl _ to jo POTOMAC _ Av - 1 WASENA AV w t j fiOSE AV-y1% -S NECA AV ir' ..____....'_. yc z ^_ A :s/ �j k — z r -GHANDINAV .� HALL V `'` DR — ;� I_ u) co ki CODY m u AV �-AV Ul t/1 "AV � J — . D ro /�Q� �� OSWIEG AV OSw �GO AV S / [�YW_ OD AV q ��L �1 LOItCn nV N 1 )MLA1 I Q�,( G� ;`SC 1 I-_TER_O _ I —I r �inniTs 01 TAR_P_ON ; A Avll�L.y / fi'F h CANDLE u AV a JAMAICA AVM <(� / �,�//� �� KENDALL ST _©ERMUDA AVI c' l� �Q�` crrl J=' Gy CEI TK A II a w_ RIVER- � AVM/Ji �j CYO .� \.p� -nv {SUBJECT - -_ _..-------- . '�,� �\-�� AMINGOAVAcSF� PARCEL ,�W I— cN a o Its CO CH �V PO Ji. lj _L�EN �o z S DE ON AV O, O \;`� G T"per s �j'\�� ��� I CLAI _A I� FERN AV _ I .Pam`=' �P°rP ��,a �\ cl n ►- i z In ►- P to �- �,; •�, C,P,' �FR.Op� I /% GENESSE AVix on Lai I— �-- ETHI[ AV � l!1 GHEEN j� O -ULF5TREA AV (Tl O MAJESTICvt / Q �, �" \Y p�/ 4 I— MONTI SE AV I yam. f v� `}off LOCATION MAP 1 FOR AK S ASSOCIAT S LLE-Nn _L ,ineering,lnc,, ENGINEERS - SURVEYORS 106 DIME LANE (P.O. BOX 321321) COCOA BEACH, FLORIDA 32932-1321 TELEPHONE: (407)783-7443 FAX (407)783-5902 INDEX OF DRAWINGS DESCRIPTION SHEET OVERALL PLAN 1 PLAN AND PROFILE 2 PLAN AND PROFILE g PLAN AND PROFILE 4 PLAN AND PROFILE 5 PAVING AND DRAINAGE DETAILS g ---------- I I j "�-----X � I ' � � N I , I I SHEET 3 OF 6 a SHEET 4 OF 6 I QQ v I N N W I %9 �W ►� I v h + sn o 0 0l + o 'n o Z o P + + o O o O N ty ^ + cp 2 + � N N N N I . ,h N O N N Q) 25.00N--- v_...�.__ .�_»N 00'2426" W_.d�// R=470.00' R=148.35 / 10-N-------------- I " (6 v(=3'3'13" N 00'29 14 W I / zS= 62' 10'51 N 1 / = = 19'51 7' ,® 00' p a ®' A=27.13' + 1 // A 25.05' A=51.40' R=25.00'J / ' R .5t 5 N I / N O2'38'47' E 5 R=50.00' Q I , �= 105'13'S1' a = 242'35' 17' 1 // 60.61 ' A=45.92' A=211.70' POND I � � s I 1 i � I 1 V ----- L--------------------------------- - -----` ---------------------------------7----------�r- - �h4---�-------- ------------- �\\--------- 0 S 89'35'34" W 8.45' O2 S 00'2426" E 1027.42' ` r/ — �V, / / O6=3'3'IJ' R=500.00 A=26.65' ,!, �a �0 i h 1° ON 02'38'47' E 60.61 ' o�'p' ON 02'38'47' E 102.04' -4� �2� % O.6= 03'08'' ' 'O1R=500.00A=27.35 6 O7 S 00'29' 14" E 165.4 1' 6 / O S 00'29' 14" E 1254.04' 6k� �* �O� s / x \�� o�; Oo Oa = 47'41 '41 " R=178.35' A=148. 46' 10 � = 39' 10' 13' R=263.00' A=179.80' 5 / 11 6= 12'3648" R=263.00' A=57.90' \ 12 N 52'16'15" W 557.97' 13 6 = 16'31 ' 18' R=584. 00' A=168. 40' POND APPROXIU47F EDGE OF WATFR ---------------I SHEET 2 OF 6 ' I I I o� JI I� I �I ZI I 0 C N o O�I d d Q d Q �Wj N 8 I I I ------ --- - --- - PRB-OS— 8f3LR -- - — - — - - — - - — - — - —- i I 9.03' I 1 I s I II'3� I s I ' s I ' s I I i I i I i s I s I II I I I I -------------------- 9. 10. 11. c 12. GATE L \Q0 4.0W.9' �+ CONC. PAD W/EECTR/C BOX Gp 0 �X1 - u POLE POLE EDGE 0OF WA ER O 6.5'X6' AITIFRED END \ �Q 36' R.C.P. \ N.F_ 11W-17.17 S. W. INV. - 17.20 /V 2 \ PROJECT BENCHMARK BOX CUT IN TOP OF CURB 6'x9' AITTFRID END ELEVA710N=22.91 /9710l ec7` Bench�7c7� L1. S. C. 3',F G. S. /►70/71/417 en / IV-2 2-/ 9 9 E/evof/on 2133 /V-S.L. Locor"�co'On The /Vor-y�, i Sio% 0 -IC /?OSG%no/RooClj .9,opro x. /70 �=' WCS74 0 /_ 51477'c . bOCII S/2 �Fe//S�ner e Ro oc/J Location of existing utilities as shown on the plans are approximate, and are based on the best available information. Contractor shall verify utility locations before beginning and bring any deviations to the attention of the Engineer. Notify all existing utilities with facilities in the area 48 hours prior to construction: Southern Bell Telephone (800) 432-4770 Florida Power 8 Light (407) 631-2000 City of Sebastian (407) 589-5490 Unless otherwise noted, all paving centerline grades are 0.2%. The Contractor shall supply As -Built information from a Florida Registered Surveyor for the following: Drainage - Pavement Elevations at Elevation Points shown on Plan R/W cross -sections at 200 ft. centers Storm inlet top and invert elevations Storm sewer inverts Computed storm sewer slopes. The above information shall be provided to the Engineer by a Registered Surveyor at the Contractor's expense. The drainage As -Built information is due prior to paving. The finished paving grades are due within 10 days after completion of the paving. Traffic control signs shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways (US DOT) and with the F.DOT Roadway and Traffic Designs Standards, Index No. 11860. Stripes shall comply with F.DOT Roadway and Traffic Design Standards, Index 17346. The Contractor shall use appropriate measures to prevent erosion and transport of sediment to surface drains. The Contractor shall use hay bales, silt barriers or other appropriate measures to mitigate adverse impacts to existing surface water quality. Turbidity barriers must remain in place until construction is completed, soils are stabilized, and vegetation has been established. Seed and mulch all areas disturbed by construction; sod areas steeper that 4H:IV. All proposed elevations refer to National Geodetic Vertical Datum, see Project Benchmark on Sheet 1. All pipe lengths are approximate and are measured from center of fittings and/or structures. Conflicts between water and storm sewer are to be resolved by adjusting water lines as necessary upon approval by Owner's Engineer. All concrete used on site shall have a minimum compressive strength of 3,000 PSI at 28 days, unless otherwise noted. Testing reports shall be copied to the County Engineer's office and paid for by developer. Z- NAT 2 U 1,9921 1 }zb h 0 eb ,bb ,b. EXIS77NG DITCH �b b p + WATER FL M55 by 16 h lb ! Sebastian h//yh/c717o's 41n/f /0 f�/a�` Boob Co, /-c-bycs 37 7h,-z-e 37-0 B/ocw 006 ,Qy J +o try p } try VQ' lop + ++ +ry +41 +fib 9 R11-v � +ryo RETE/V T/ON D17M (T YP. ' +fie �y .p I--• W�MES na /n� /8• SO 5to L.F. /2 "x l8'" RCPLLI +ryhQ SWO/e SWO e +1,M-- .P W O G _ _ _ _ __ ,b1 _ _ _ _ _ __ _ �� _ _ _ -_ _ _ _ _ L� g _ _ _ _ _ _ _ __ _ -_ _ __ __ _ r-*. -�_ t 2 O .�._,. ... 10 .: ....•;+.-.,^{+*x1 w .. wM �`.'kY .xw..:2: Ys.,'.-°"..:3+.e.ww. ,,._ N .: ,7 .. .,, -: '*rx ' : sr.-Y.gs�- > ..-- -:.: nxe.5+, e.s.=a s - .. " .. �,+#,... '4-. -s,+ �, y. - -. t�:� lc _ _ _ _ _ m. .w. a�f.iy«,,��1 � '++•1 , . � t7wePOSED _ ,:.. .v.. K ,. «;,. � 8O � Y LU Ell, _— r ._ ___ —_ i— _ 7 —� ti � 3 ✓ �� � � % "�4 "E — ¢ ,o — ry 3ry�k 2 W 1 1 ? QQ b1+iry ; }'N`,«�rH'\w'i'ns,*w:-; . �''rom�C.•`°' wce^�%.�`. '; .:;a.. � _-4��'c:.s: R"..«. 8# ^ - - ._....... . �� � .: --z!3F-_... _4i.. -•ew-. ,.... ,sr.-:.:.... t -,.. ._ `�'........: -... � �� er ?�" -.- ,.✓. ,...�... , <...'� 1 ... __. ry\o .. :. ... p:.�. .'�..+„ .�wi1Fi.«�. +9. ' ., .:-:,..... +�k ♦ -r._.. o-,.... y.. :. : ... >. .;.-- _.. xu.".-. .-... •�� .. .. _, , -.,k srp ws. +~07 .v + - .. - _,„_, ... �. .`$ UJ ryo. :il.r5+1M4.in EXIST. " PVC ry,` V 4 + 0 �J�Ow CuY�/4Jq Z ^,k +a + �• Exist Ed c of + RETE/V T/UN O�IM (T YP.) /�� 1a vc nc9f -- 4 G b ry eI'l �- EXIST EDGE OF WATER EXISTING POND WATER EL. 17.46 +gyp ft 1 ry`M J�M'1L.Lw �' �1 o QL v 0 02 25 25 24 24 2322 23 Exis�`. Gr'ode 21 �r000sed Cep �c�/�i�c Gi-od� -�- � l c � 20 Pf{OGOSEP /2 "X /8 " ArP /C�i-aoosed Eosf�Wesf Swo% /i7 v 7` l �O L- 19 N 18 N 0 17 �e /7 3 16 N /a 3 15 15 /0. 00 19 6 7 & 5f 00 4 3 e LEGEND: - 0 20 RIGHT OF WAY $�[- 1 s�MORIZONTAL + 2` EXISTING GRADE, PROPOSED GRADE 1'a.3' MWCAL EXISTING TREE - SIZE INDICATED - EXISTING STORM DRAIN PIPE /1/O74C; PROPOSED STORM DRAIN PIPE !1n/ess O�h��wise NOfCk:7,/ --w— -- EXISTING WATER MAIN DATE SEBASTIAN LAKES ASSOCIATES 5-15-92 NEW CONCRETE LACONIA STREET AND ROSELAND ROAD SCALE NEW PAVEMENT SEBASTIAN, FLORIDA NOTED MES MITERED END SECTION PLAN AND PROFILE RETENTION JOB NO. e DAM AT J .FN ENGINEERING, INC. OW37 �s DRAINAGE DIRECTIONAL FLOW ARROW REPRODUCTION IN PART ENGINEERS - SURVEYORS DRAWN OR WHOLE lS PROHIBITED P.O. BOX 321321 COCOA BEA FLORIDA 32932-1321 WITHOUT THE EXPLICIT WRITTEN PERMISSION FROM TELEPHONE (407) FAX (407)783-5902 C.P. AUBV E)VG/NEERING, INC. NO. DATE OHK'D SHT. N0. REVISIONS REGISTERED ENGINELFR NO.9131 STATE OF FLORIDA 2 OF 6 JdAY 2 6 1992 w r11OXC147 Ex,s7iny Gr oor� ,, _ W + RETENTION Df7M (T YP.� +"1 '^ <To nw. 19.93 ive w Corxi e7`c Swo% Za W�'� +� w a rAWW i" k ti ll.l cm EACONIA SOO°24'2lo"E 19 + N WREFT J r �10, C }� L 25 24 23 22 21 20 19 18 17 16 15 25 24 23 22 21 20 19 18 17 16 15 Nv.. 15." (Tw RETENT/ON Oq" 51-5V 1,11, 61 ,s +m 60.6f' 16 ++ � e — "+ -RETENTION 017A4(TYP) + pasnNG D/rCH 1 I Wv 17.7 I / I t771 v �16 +� b I E705T 42< ew +e9 /Ivy 1AW + WY. 14, 17.28 I (,go X I Flo �2 � I I 10 I ( III IW.. 19.25 See No fe GQ7d� 7h/s Sh e e7` INV. 19.31 O 1F,5TEil1T10N O119" - 7- %C%R5/NO)TENE{ 11, Z.�� —P� — — /vp' ++" S , \ =F• � Sebasa� yyh/anc�'s 11/717 4!O f�/ay` B00� G , /r`cz9(L-s 37 37-0 d=o3'cegg 510GK 214 /?= 500. GY3' f7= 27, 35-' 8 WER EL 16.87 See StriP in + Details 9 LACONIA "- 1 4 + STREET + . ID 80 +„�. xis rPood To Bc rPcmeved 10 + _ — txeo ��KReePRi9hf�25z=7) 'ppf 1 2 Q r N+k Yoa% Y. .. ,+ INY.l8.3t7"I-- �f Be Rey ved) Grt7t�e �2 a F /Z t/8 E5 "°' 0,�Za- " "o• " " "` S Swo% + I0 Z 10 RETENT/O/V D�1M(TYP. R' SCALE- 1 =30' o„ 4�Q 2i1 G. I Exis7' Wo7`er L.r7e pD• 9 QGd / S7`c7•/Ot23.50Z0-0/7ia= • ems, ., � .4oscbush Tei-r: 57Q• trot/8.84Loc0171 'moo ''Nj 0 f � CdC'en�c�/ire Grade_ (� _ — — 72 L . F. /2 X/8'fcY P — — —_ O. 2 % EX- 1-;5 //7V /J• 5- \ - r0 We51 E/. /8.50 Ecsf �o ', Pi-o�sEr-/Cerr � ii7e Geode ,� Swo% L>4 E/ /5.5' -� Cc0 L.F. 12'ar /8"RCP E/.18•SO�Ensfi� � � �18'nG�P)xisY� Cu/ver•7` I O160 0 PROFILE LACONIA TURN LANE 07400 PROFILE SCALE: 1 "-30' HORIZONTAL 1 "-3' VERTICAL /vo-/C See S17ee7` 2 For- Ge9erro' ®I "A W TW I W o W0 W + (n O W Q 'J~ U H Q 25- 2g 23 22 2/ 20 /8 /7 /; /5 co z � PROFILE ROSELAND ROAD x MAY 2 6 1692 Mo7�h Exis7` Gi-ode \ E- 74 X/ l So wcu>< O Qe/770 Ve.1 0W.. 24' CUP v i 1 10P 17.79 DOSE. 24' CLP rOP 1&21 I '; p1 M 0 Sebasf-i0' 0 High/ond5 Ur71'- 6 P/o f 600A, co, Page / / 610cK /85 +'p� V' TTT 0 O h � 27 N h Q, 1 �is10 �C'fj Exi sf Gr00% Exrsf Or�`ch ti I 1 INV. law INV. lz +r auR Am +w� IM! 1s.ss 1g9 + INV. r BE I I M r8.54 107 v^ + To Exis>•` Cu/vex- fs ry^9ry QQ/or + V I I •i.b I L4CONIA SwQ/e Z� O - +tiny RETE"A/T/ON D,-?M(TYP. ) Exis7` Oifch S ef�os f�4n � car/ands Ur?i -/- /o P/of OoOK &, Mmye.5 32 -1 hry 3%-0 Clock 014 Lower Ex�s74�ioe '�� 7. 20.31 ry1� 25 R SCALE-30' �. N IC IQ /tfo7rcfi Exisf Gr'ode �RETENT/ON DgM(TYP.) — "x /B "ac/'W�MES ` o 24 � (PROPOSED 60' R/W) M C R�W � Lond3o�own 57� Exia'f Gr-oo�e IM! 2024.--- IF Z S,,v(:7% K?=— _ S G10'24'2l0 "E 2! �� 1 .r-S—SwQ/C t �y O+ r V t Q N N N N 0 � � O A, v ti to 25 N � N 25 24 - -- - -- -- - — - - ---- -- --- U 24 23 - EX / ST 6RHDE EXsf G-u/vc-� Eos� 23 22 _ _ _ cvco' To_�/. 22 F — 1 Exi 57` C'c,/ve, -7`1Eos/J Exi�7� Cu/ver-�` Zoos; To .Pcmvir7 21 1-1. PROPOSED ERST SPVOZ' E /NV '---- �1 _ PRDGb5E0 ie"X /8"RCP /NV / � O PROPOSED CENTERL/NE 67R1'OE — -- - — —-1----- ln/cs f 20 --- --- --- - /�✓tr Vie. g Eos------- -- Refcn�.onlbrn Eos �U/ --� 20 fzefenfio�7 Oo n PROPOSED WEST 5lN191.E //VJ/ E'osf)79 L7brr7 -- - � - - - Exis7� Wofci- PROPO SED E/T SWf 9ST/WES9L E IN , � \ /� IV Ill %N f`- 17 3; Q V W 3 W W K / 7 3 3 16 ; N Iu 3 W 3 W 3 15 e7 2Co -- - 25t00 04 23 20 2/ /5 ?0*60 SCALE: (HORIZONTAL i"=3' VERTICAL REPRODUCTION IN PART OR WHOLE IS PROHIBITED WITHOUT THE EXPIJC/T WRITTEN PERMISSION FROM ALLOV ENGINEERING, INC. NO. DATE /Vo /C.' See Shee>` 2 For- LeS7cnc� SEBASTIAN LAKES ASSOCIATES LACONIA STREET AND ROSELAND ROA SEBASTIAN, FLORIDA PLAN AND PROFILE ALIEN ENGINEERING, INC. ENGINEERS - SURVEYORS P.O. BOX 321321 COCOA BEACH. FLORIDA 32932-1321 - TELEPHONE: (407)7--7 FAX: (407)783-5902 REGISTERED ENGINEER NO.9131 STATE OF DATE 5-15-92 SCALE (VOTED JOB NO. 8"37 DRAWN C.P. SHT. NO. 4OF6 14, 23 22 z/ 20 /9 /8 /7 /moo /5 W i`7 E.S \Nk i i • +ry M I r a=/6�/3j8„ 1 1 ! 1 EXISTING o L O Co T e Coo EX/ 57 �i%79 EXISTING i 2' PIPE LA/c// /n 7-hrs /9/ CO EXISTING POWER POLE 0 — � � � j POWER POLE (� �pp� pOfC LrriS�! O EXISTING -;e 7 8� ryk h+ ry1ti u / EXISTING POWER POLE +e To 204s �7-o Be Abono6ner� +ry° ROSEL4ND ROAD {80' R/W} TPe o / V• •'70 �} N — � 7 EX&TING ry rykk POWER POLE try i Cor7nec� To Exis�ii9 C.L. .�"ei7CC I ti 0 0 h a� I'V52'/� %5"W ,N Exis' /ii�9 E��/uer7 f L7rs�©so/ Ce// 0 ° ry,,y +ryRo See S/��;ori�9 oerc�i'/s S/�ECVCS �� ^ %To Be f2e%coed 75 R/W) nl EXISTING 6' C.L. FENCE Wa sAC wo��r- T�o1/27(=17/` /�,-77` /M✓eW C L • Fcncc LoCvT�ior7 STAB/G/ZEO OR/VE 2SzLF TOP /1900, IAIV /4.56 Cor7necf To Exams/iin� Ber'�n �"cor.i�ri�9 O.s�os4/ C�// �TyP•� EXISTING 2 1/2" Pvc o !00 L.F30"RcP?0.2% ,-/v/7 / Conc Ton /ls o BrYG•/! � Mor-/oi- /�/u9 r�or- f �Fufu/'C Coi-,n�cfio/% /6LF. 30'FrrP 2n0.2% 25 � N M Q LLJ W ry,► k z /� o \ W W _ D OF EXIST. 6' PVC TOP 14.49 Lv 1� 01 TO BC Q Son _ G EXISTING POND \\\\ WATER EL. 17.52 B /i-�i9o7�i o/7 �or7or 0 ti I �C017nac-1 Tp , C r4. 5/2 �� O Exis f Gr-00% 1 Sr`obr / zeo�O�r ve 1 �) O.48 0 / /nv �'r ovoosedi(/o�fh € 4.17`17 Al 18•ro3 /8.58 _ 19'X 30 "RCP�S>�7• Jt J'7 - -- 2¢LF/5RCP �- �JES //71/ /5• /O rP7�• I � /7 v I�/c>` '8f2 57`0. 3r`o2.50, 30 f?�`•' I -- — ---- - --- Too 13. co ,%i7 v Sn/e1-*/' 6A7. _510V2 30 - - _'V, 00 , /i7V 14. 58 s7lz . /-15 14�VG' Z'Y/CCvG oG 3f�o 6�i> /17 v /4' 7 Sfo. 3f 37 /5'�Vc S/eve /nv 2G'Pf 13. 76 /nv 26' L2'` /3 -SO 25- 24 23 22 /7 /�o /5' SCALE % -M' HOWWTAL ��• vv?nA Nofe5 / See Sheef 2 For- Legend 2• She f�ivii�9 �O�ri7o�c C L�e1vr/s Shed for, Secfio�s MAY 2 6� 1992 DIMENSIONS & QUANTITIES u j 5p•CONC. SLA9 rCr 17 ; SODDING (Sc. Yos. l Rse Spon y A B i C I i E F G $;ng;eiDouo(elTr%p/elCwoC. N S%ngrcILowble1Trip ;r 0vod. ISinq�e Doua/e Triple and. P;pe Fiat R S i P;p- Pipe F;pe Pipe Pipe P;ye P;pt Pape Pip. 'Pe -P" a a 1 4 ' qq x'7S• S 3 S 5" 1 < S2 ! 7 75�L ,x q 1 6 ,9 x t. 4' 1 9: ; 3a� jA'� ( .E Id 1 4 4, <r <. Oc 1 ; 6' 1 6 J4' , �< /< f (. 3 '.l O --�1 2 �79 1 1 1e xo l o o l 1 t ;. .8r 1 7.0x l I 1 S S / 7 3 4 45 ` 4:r $1DDe �-�-_•-� x4" .lj F '3 1 7 0• =� I/u 62' ! a / 1 7 I f 4G.9 l B� 1Q.36' 3.-._j 5 8 2 s 5 22 2{ •2.I 1.42Y1.48 .6 4.52 36 �_`7 •'4 x T< ' 1 4??-t- c.9 -j- 47 2 `S 55 6" ,--- I •-P`- x 1.99 ' :�- 1 s a• .4 .72�2.;2 1 r t�ll.7 � I` � oa 1 I 7 � ° 7' 1 P'I '7 6.4 1 B 7.79 e4 < 1 '•11 114 tf " 1 ,-1.' x '°4x'Il�l n, 7' v 4' 1 4, 4 14.4 .7 I ,.I "' 4.a.1^qI ,1 c•<�.i7. I"ll. ;9 65 77 ! 71 4 4 77' 111 a' Si' ^ 5 ''� <'. ' 1 / 2.56 s.11 7, / .! 47 0 i 63 ! 76 B9 a i r•' lY-a" < Ila.6T c •. Ia,:r 2• 1 I, ax' 1 23.50, x� p, 44.B3r.=3' .0 �.9.,11.9G --- ------------------ 1 - ---==--- --_- ----------------- � I NConcrete Sic!% 0r Tnick, 2 �`oe o Tooter NS. or g 3" or 5p ? Deepen Around Outs;de� Edge of Pipe For 52` Sloo 771 Concrete et 1 Pipe U l I 3 I Sod TOP VIEW -SINGLE PIPE I Soddre `i � U it Groae -1 Not 2 Not Less 7hon P 1 '4 bor °A i iNo P;DG Jain' Permitted 6"5'Sod Ur,le55 Appro�eC 1, Tne Engineer E ! 'Slope; 4:%Miler. 70 major Axis For Pipes 24"x36` And Smaller. Paid for As ;pe Culvert F ! P:pe Tc be Ir_IudeC Unaer U.tit Price For lXi�erec End Sect;on i 2:1 For Pipes 29'x45' And Larger. SECTION MITERED END SECTION FOR ELLIPTICAL PIPE NTS DIMENSIONS AND QUANTITIES ^ ' f m Single DDuD;e .Triple Quad. N we P;pe v: �e Pipe 5 j CoNCPE TE SLAa 1 Cr ; 7 SODDING i S0. YDS. i S;ngie Doua/e triple Gudd. Sinq r. Gdup/e Tripe Dpe Pape Pioe Pipe °;De Pipe Pape P;Dipe 0.57 066 C.eS G 32 Sa 8s 2.r4 c'.45 2.B8 3.18 0.87 0.99 r.3D 7a 2.2' 2.75 '.30 395 <,� 5.54 5.c 1.;5 1.31 1.75 2.39 3.G8 3.91 4.73 5.77 6,87 B.Ia 9.36° 44 1.65 ' r 23 25 2a 3/ 25 29 32 29 31 2 35 46 4.63 ?.�1' 7.75' 3.a2' t.2'' S.SD B.92' l2._3' r5.75 1.25 6.OB' G.33" a.5e 1e.B3' 6.e7' N.75' 6.23' 2'.S2' 33' 7.25' 3.25' 9.25' 25.25' 38' 7.33' 14,58' Z'.33 2B.G8' 1.42' 8.42' r6.CB' 2�.75 3L42' 1.45' 9.00' l7.50' 26.GG' 34.5C' 1S0' 9.59' E.tS' [ .92' 37.OB' S4' rC.l6' ZG.16' ''S' 4G.r6' 1.5B' 4:r Siape 4•' 4-" a sa'• 7 2 7" 3 -=- 4'-3 5'-:' 6'-9' T-8` 9' 2" r0'-D" 22T z.s3' 2.70' 2.e7' c 3.22 x.39' 3.H, 3.7 3.91' Q.x 7.re 9.25' n.3; x 1 .3T l5.4J' r7.49' '9 55' 2L62' 22.oB" 36 a.95' 4.:B' 1' 42' o. %e.55' 2C.e2' Z3.1;' 25.35' 25.59' 4.^ ' n 9.G3' u.G3' 13.03' 15.03' 17.03' 19.03' 2L03' 23.03' 1/• 3' S' l7' ;9' 2r' 23' 25' 27' ,.73 2.0G' 2.24 2.45' 2.55' 2.a3' 3.G7' 3.18' 3.30' 36 41 4/ 46 r - 6.;7 Q"< 34 36 4/ q4 a7 ac 52 aO as 48 a2 50' 59 0`3 46 6 61 66 55 7a 52 5a 63 69 75 8 85 ^� Sod 1' -Beveled Or Round Comers � - i - --IL- - ----------------------�__------- r------------------------`_---_-- _ 1 -7----17---------- - - - - ----=====--==------;-- N Concrete S,co, J" or S��Tnick. 7/ ;� N Sod/ Re;nforCea with WWI 6x6-'Nl.4xwl.4 /1 5• sdd TOP VIEW -SINGLE PIPE Cra'ep ✓cr,: `ne a7 Npf Nee 1/ < ge 3'Or51's.,g21 1 C Deepen Around Guts;ce ` 1 I' Edge Of Pipe For 51 � SIOD - B _- 4•�dr2y 0' z. PapConcrete e \ GanneClOr-� - \ --�r .e5 - --__- Side Ditch Grace- Secdle 2' Not Less .'iqn D �+ '4 acr No Pipe Joint Permitreor 5' Unless ADOraveC 3Y Tne Engineer v; Pipes !B' And Smatter, E "S;cpe: 4:I u;ter. To ( De For . 2:1For Pipes 24' And Larger. Pa;c For As Pipe Culvert F r Pipe To ae Inclucec Under Unit Price For Nlterec End Sec";on I SECTION MITERED END SECTION FOR ROUND PIPE NTS Sod Dom 5�Swo% 2' ¢ I 4 1 O i/7 FOR/w Refen�ibn Be,-m Sho//Bc Cons y��cJc�o/O {C/ear7 Fx/-m eob/e Sono! Soo' Wi fh BQ%j,Q L1Po/-7 CCV77�/C�/O/7 RETENTION DAM DETAIL 1"=2' H. 1"=2' V. e4" h/h/fe Stop 60r VARIES 6lORg-� ` OR 97I r L'vT INDEX: 232 (8 WALL ) FDOT INDEX: 201 (6�WALL) GRATE USF 6290 NOTES i 13000 PSI CONCRETE 2) TYPE U IF 2" -.{ f -2 4 CEMENT 1 2 CL, 36�r 54� X. 52X70 \ 4 as 12j10.C,E•W. TYPE 'E' INLET NTS R! I v R4-7 ` �� ROSELF7ND ROAD I PLUG I ELECT/F10N/C "&0CRr101v /5 "' PVC MgRNER, SCOTCH M/9RiC HSTM D 3034 SOR35 1 /5" D/,9. 5L.EEVE MF/RKER /3Y 3M TEST Ayn5UREMENT 5Y5rem RU5T//V, TX. 787Co*, O/? i1PPROt/ED EQUHL TYPICAL SLEEVE DETAIL 1 "-20' H. 1 "-5' V. 15/ MI r1. 1 ,r'iz000sco'Gr oo'e g 214 1 it / /0.'7 8.2 SECTION B--B FILL DETAIL 1 "-10' H 1 "-1 O' V SOo/ SOC/ 3 2s o 3 E� s f• Gr-odc C 0 ,4e/0co7-1,--o' l G'CL Fence Ex,s G ,!J SECT 1 ON R--A SECTION AT WASTEWATER TREATMENT PLANT 1'-10' H 1 "-1 O' V ,Tra f�rG • s' 18'�✓h/te } 45� /8" Yellc4v @ 10'0.C. 4S` TrOfFic 8 `White TroFf>C Co" Ye/lory arm: c Pv;nr y­­ TYPICAL STRIPING AND SIGNS NTS Thci-mo�/vs/,c Trof{,c Sri-,;oes/9�o' !>• O.77 SPe c . Sec-y` 7// SKIP CM I 31 15 4 / 6 /6 4 /8 vori e6 Seed ¢ MU/Ck7 S% "9^�0• 41 Vorieo �K Seed e me-1 /ch 4 NOTE : Rood5,de Skvole to be v-6otf�oln /02'Type S-3 taf7soho/>r,c Or F/ot ottOrY7 depending Or7 C2�ncrc% Sup {oce Cain se ovoiloble width. "So,% Cer77en7" Co/77,A>0CA=c Or approved equal 40 L Bfz) C0/77ROC7'ev' Tp 58 % /40k7X• Ocns/ y ' 9,45/v7v T- /80 80' R/W SECTION FOR ROSELAND ROAD 1"_10' H. 1"=5' V. I 1 CL n 6"Tyo. varies w Seed 4j Mulch ode eLev Ez;sf S/off A C I -IV- A/D vn -le5 )(� Seed Mu/Ch 4 _ _ erode TE . Roads/de 5/`vo% to be V-b07`TOM Or f'/ot bofinm, Type S-S,ysroho/�,c depe/7dir79 Or7 avO//0ble wid>`h. Cbnc/ c�c Sur{oce Cou/ae � "Soy% Cement ConPrxT�� or 6,4o -oved egvo/ 6"sfobi/izeoI sc b Bcrs(=) /,y,,i7. 40 L Bf7') Co/n�ocfed T -8 % /40E:7X• Oc/7s, ty ,9,95//7Z7 -80' R/W SECTION FOR LACONIA STREET 1"=10' H. 1"=5' V. 1 1 CL � � W /4 ` 4' 12' 12' ¢' v"IR/E5 -k 6 T 5FED 9 MULCH EXist. Grode � 4� t Sr 1 t NOTE: Roob'51de skvo/e fo b'e V-�hbmor 1'/af /aotln /4 ' 05')(TYP., M/N,) � e?c15t_ VfIR/E5 X SEED�A'IULCN I 4 (TYPr MIN) �Ex/5T. 6,gg0e deper7d/�?9 on o of/ob/em /�/Rr`Ty,C>e S-3 c kvldf/ . Cbnc/`c7"c Sur{oce CoU/'se 6' "Saa% C-erne,177Z C0471oalc7�-171 or oppro ved equal B"S>`obi/izeo/scr6 BQSC) /�li�. 4t0 L Bf2) C0177 cfed To Je /o AfC7X. OC/7si;y r9,4s/1Ta T- /60 60' R/W SECTION FOR LACONIA STREET 1 "-10' H. 1 "=5' V. t NO.9131 AAAV 9 b 9