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HomeMy WebLinkAbout1986 Paving & Drainage Plans (Box 18 #126)e It. K, 0 111, 1 0 lilLps I L A PORTION OF SEBASTIAN HIGHLANDS UNIT 17 A PORT/ON OF SECrIONS 19m. 20, 29 a 30 rOWNSHIP 3/ SOUTH,, RANGE 39 EAST CIrY OF SEBASrIAN, INDIAN RIVER COUNTY, FLORIDA CI ' LOCATION MAP )00 1000 0 2000 4000 6000 SCALE IN FEET INDEX TO SLEETS I COVER SHEET 2 DRAINAGE AREA MAP 3-6 PAVING AND DRAINAGE PLANS 7—II STANDARD DETAILS ENGINEERS NOTES I. ELEVATIONS ARE BASED ON N.G.V. D. 2 RADII OF PAVEMENT RETURNS TO BE 351 EXCEPT WHERE OTHERWISE INDICATED. 3. UTILITY AND DRAINAGE EASEMENTS ARE LOCATED AS INDICATED ON RECORD PLAT. 4. THE DISTANCES , BEARINGS, ANGLES AND LAYOUT OF THE RECORD PLAT SHALL GOVERN OVER THE DEVELOPMENT PLANS. 5. TOPOGRAPHY COMPILED BY PHOTOGRAMETRIC METHODS. 6. FINAL DISPOSITION OF STORM RUNOFF SHALL BE IN ACCORDANCE WITH THE STORMWATER TREATMENT PLAN SUBMITTED BY GENERAL DEVELOPMENT CORPORATION FOR SEBASTIAN HIGHLANDS UNIT 17 AS PREPARED BY REYNOLDS, SMITH AND HILLS DATED JULY , 1986. 7� MATERIALS FROM ROADWAY CUT SHALL BE PLACED IN FILL AREAS INDICATED BY GRADES AND THE EXCESS WASTED ON THE LOTS ADJOINING THE CUTS. 8. SWALES SHALL BE 0.51 BELOW (Z CROWN ELEVATION AT THE HIGH POINT AND GRADED UNIFORMLY AT 0.2% TOWARDS CROSS PIPE. 9O ALL LOT ELEVATIONS SHALL BE AS HIGH OR HIGHER THAN THE ADJACENT STREET ELEVATION. 10. EXISTING STREETS SHALL REMAIN AND BE ALTERED ONLY AS SHOWN ON PLANS. I I. ALL OUTFALL PIPES SHALL BE FULLY ASPHALT COATED C.M.P. 12. LOCATIONS OF RIP -RAP AND GUARDRAILS SHALL BE DETERMINED BY THE FIELD ENGINEER DURING CONSTRUCTION, UNLESS SPECIFICALLY DETAILED IN PLANS. 13. GRASS ALL SWALES AND DRAINAGE R/W. 14 CONTRACTOR IS TO EXERCISE CAUTION AND VERIFY ALL LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING WORK IN THIS AREA. 15 SLOPE DETENTION POND BOTTOM GENTLY TOWARDS THE FILTER. 16. MULCH AND SEED THE DETENTION PONDS IMMEDIATELY UPON COMPLETION OF GRADING WORK. 17. FILTERS SHALL BE BUILT UPON COMPLETION OF UPLAND CONSTRUCTION OF ROADS AND STABILIZATION OF SWALES TO AVOID UNNECESSARY CLOGGING BY SEDIMENT LOADS. 18. SOD SHALL BE PLACED ON TOP OF EACH FILTER AND ALONG A 2STRIP ALONG ITS PERIMETER. 6'.., 21 1 3 7 22 F 6 14 2 2 21 20 1 ¢ 19 m 22 !2 DRIVE 8 9 LEGEND 23 9 �c 5 4AT 1 a 2� i8 .3 4 3 2 I g y; 30 29 8 27 26 25 24 1$ C B 4 m 24 17 14 57 20 7 10 0 6 11 17 15 I ¢ 17 5'3i6 25 i5 21 22 6 5 12 1 CS CONTROL STRUCTURE NUMBER �2 58 20 18 17 X 23 6 1 A 9 10 f 572 16 6 26 i5 MILLER DRIVE 3 23 569 4 3 457 24 22 21 4 26 Ig 2 25 P�L CIVIC SITE RDA EN CT 6 5 7 14 8 4 27 13 211 1D 9 RAINAGE RIGHT OF 2 24 WAI 25 3 4 2 IS 21.0 O PROPOSED CL PAVEMENT ELEVATION i6 ID 3 CHURCH TRACT T 7 13 9 2 3 4 5 6 8 I 26 I 16 ° SITE F 16 "G" 12 10 STRATTON AVENUE 19 56 TRACT TRACT 4 11 18 17 16 15114113 12 11 10 > F 9 10 19.5 O EXISTING CL PAVEMENT ELEVATION 20 7 E P 21 SCHOOL SITE 3 2 571— a 1 2 3 4 7 = ip A I I F. 22 23 9 9P /n .24 10 -- J 20 1 5 6 7 8 9 EMPIRE TERRACE 23 22 21 2 19 9 17 16 15 'I 5 2 7 12 6 13 568 17.5 PROPOSED SWALE ELEVATION 25 30 29 2 566 a 4567 3 w 5 26 27 462 4 6' 8 O I I 12 I ' SADI 3 1 4 a S 4 15 yz.,. EXISTING PAVEMENT 26 14 29 15 2 j 41 6 35. 44 43 42 40 39 3 '144 2 o~i' '6 w 7 y 16 '7 PROPOSED DIRECTION OF SWALE FLOW s 30 9� 17 epA, 1Blo cE i� i0o II 2 4 5 13 A 6 7 8 EA 454 33 1 a 9 10 11 12 13 14 15 16 3231 DRIVE RIV 17 30 29 28 2' 26 _ ® RIP —RAP , d24 23 22 21 20 KEY MAP 18 17 16 15 14 13 453 4 5 6 12 � 10 2 3 7 8 9 �---� CULVERT WITH HEADWALLS >---< CULVERT WITH FLARED END SECTIONS >----Q CULVERT WITH MITERED END SECTION --LIMITS OF THIS PROJECT -G- EXISTING POWER POLE III ____-__-__-_ FILE an i TR I'X 11 LEGEND 6 SUB -BASIN NUMBER 4 LOT NUMBER 450 BLOCK NUMBER I CS CONTROL STRUCTURE �' I SUB - BASIN BOUNDARIES DETENTION POND 44 �43ti 40 39 78 1 37'i36 j 35 1 4 5 6 7I O 1 1 12''i i_- 13 14 15 N DRAINAGE SCHEDULE SUB- BASIN NUMBERS AREA IN ACRES 1 38.1 3 20.4 4 2.6 5 6.2 6 45.3 7 22.3 9 132.2 10 ---- DRAINAGE AREA MAP A PORTION OF SEBASTIAN HIGHLANDS UN IT SEVENTEEN SEC. 19 , 20, 29, 30 TWP. 31 S. RGE. 39 E. kPPR BY SH 17 i M 1 /NV.23.Q 2¢.� SEE' 25.2 ✓ .�JH�E 5_.,, d/ /N✓.22.3 2 ,�3./ PL 570 T ¢0=/7''S6� 24.9 400 o. oz5 00 ti x 2� 395. @ O.878 ao to t75' O.0.57 0 7S°@o.P57 o Q� `309.20' Oo32 °o fi / b 25. Z ` - 26 � -- ,.-, 2Q / -- �?.3.7 3. / 22 Co 23.2 S 7"RA T TO /V h �o -/7 X/3 n�,a /�� 2�8 N 22.4 � 23. 7_ b p �2¢-5 h v, = /7 �,'i�y3 c' /S6 � Ryti o / / I o v / N o 0 /N V. 2/. 9 0\ h Q /NV 2,3• J�� / �J Win, �_ \ X o Z3.2 O } ti" /N V. 24.5 xtiv \ \ '►/'••4 O 5"0 IV`gyp Tk� I� �\ V � N �- ' i l 0 O ��� 00 �. 5 8 7. /6 @ 0. 2.9 ° o 8 R Wo- Z�JQ --�- --- i Q� p ACZ2¢3 Ii 19 20 .30 29 r k��,y / 2l0 3 �' .. y /'-� x �10.0 % ���/�� 4-�D/ o =i7 �i-i3 C MP f f IINV IN, 22.4 /NY OUT 22.3 24 CMG (A)RMOR i lJr/ ZV / \ k 1 24.5 / ti 24. 0 /Nv. 24.6 1 / ti ?P (' ' o ® SQ' 'L1' / ` / / l \ ��4' \ l / Ih) I 23 NCOC , \ 11 CIO q T,OAC T G I / �' `� 0o y / I f xi \ ��� o � I � l � 23.7 \ �� 'c � Q 1 ( \\ N N I / \�2y I / /66 - 2/ IN v 22 4 l / No Xti�� x _ ^� 2s o y I _ 5 ti�� / �� @ 80 0O. e88 0 5 320.37 /NV. 22. 3 I ti C ( \ \ I i (ARMOR) N /N V. 24.6 ~ ~�\z3\�? iNv.22,4 I X o I \ 1 / y ` //' ' °c ti�q \ \�-2k-�/ \ �/ / I �` zz, s�/y 000 ® SUA/ f RORA/L /NV._22,5 / J I ti l /� l X \.5� \\ \ / \ o / \?s � • c .l-"' 9- I l / � � 24.9 � / QQ +• =� \ J �.� � � \ \ � ' .s _ •..ram � � - �/212.15�C 0. 000 25 0 3/5.20� @ o D'% �O /7x/3CM� % �PS.Q /N(/. IN 23./ /NV. OUT. 3.0 /60 0_ -- 26.5 h4y9 25� IF o,�/� 23.1 25 %' / li �t038.62 o \26,5 p o U A4 5/-2¢-,1(16„CMP OJ Q I( \'9L \�_ Ci x�� v•,_ - /N✓24.4 ^� p r pJ I I (II 3q 'Pr lz ZL i %�, I1 p ��2� �z�t /�,v (' LIMIT OF THIS PROJECT f �,1 26 270 00 �' c' + \ �� m l x1� �tiVI �✓ y x 253 j tK LATCH 8A91s•I 7J'PEI \ •�\ I �\ GRATE El_. Z1.5 20.O0 \ / t u.9 wcr \ i I- I I x i 44 a. TI 1 CS �I✓i�tE.i/4rs�/s' //ZI / / I \ \��-- �\ I f NATURAL AREA TO REMAIN LL- .�1 � / UNDISTURBED DET. AREA No.7 F- sx - / / ti� 160.09 @0. DOQ a - �z3 OMp (ARMOR) / -7NV.Jtq 254 lwouT 25.3 233 X23.8 N Sly /clj 0 T x N 20' 16" 0 CM/D w/sP + -2S W /A/l/. /N 21.8 /NV 00720. II 23 3 .� /Nv.24.3 23.4 I/NY.220 Zaa - `2� \ \ \\N 237 \ \ \ k q i O(/NCA/V I GvARORA/L RE Q U/RED x z�,, J c\, t�.4 265.09' @ o• 754 % 253 8 ' @ 300' 2� x2o z v, ILA k j x o lb 15 i59 ��fi'9�9) v 23.8 \l a r \ \ p/Nv.24,3 o �Q 279 400' @ a./5o % 264 20.8/' @O.00D o 23•+ ¢ 2Q5 7„ i3 a 25 9 L25.0 ¢O-/7X/3 r_MP (ARMOR) /NV 24.4 0 100 50 0 100 o �25 l % 1 � 26.0 EELC-VArio�l AT PROPE1;i'f7 LiIJE MAtLH PAI/C-KAet JT 6ROWIJ DWN.BY PTION LIMIT O�F THIS PROJECT GENERAL I)EVE'LOPMENT CORPORATION MIAMI fLORIDA PAVING AND DRAINAGE A PORTION OF SEBASTIAN HIGHLANDS UNIT SEVENTEEN SECS. 19, 20, 29 & 30 TWw 31 S;;% RGE. 39 E. STUART P. SMITH _ MAIMI ENGINEER FLORIDA REG. ENGR. No. 3016 CK'D BY APPR.BY DATE:5EPT 8co DSGN.BY✓.A�w.J CK'D BY: J.A. RELEASED BY: SHEET NO. ALE: h0W1'j I DWN. BY:✓EB APPR. BY: 3 OF FiLF S H I? I j ,59 O Zz.S� \� ��- - / v. /S DIET. A14 \ SEE SHEET /NV.IN. /9. 0 /AI ✓ OUT = /8.8 I 20.9 \ -� ,o %0. 17. 0I AL A�� . \ \I r 5.��� / ti,,. �� ° 22.0 I I I - �.Z3O ' a o.000 a � 123.0 �/ \ \ 1 N �� ,J..�•..3 44'_Z"''-- .Z�� / ('�• 300 0 1 \ I 96 li✓v 20.5 Z3o ZI9 \ ,�n,y I \ // 219 /,�/V-10.7 � 204 � UP-5 ML11/l hE(�A� ELEV. 25.D F \ \ ZZ.S s �- �23 STREAM OF- S°i-fZUGTU2� I I 40 l7 "x 13 "' ^ M P I o° x 22.5 �ti� 22. 5 xti�' ' �°� uPS r 2 E anr� n I /NIV 2/.o(ARMOR /Z/),� \ \ \ \ ,Ter -I F,oT� 22.5 , Z 5 \ X � .5 \ �� I 2.1 Xti ANn rn/EIfZ A1ZE ,4T I IO Z• 22.5 (�h \ _ _ �ti� /` MrnlIA11LINL Tc-p o� Tr1E SAME ELEVA-rtn, i r yaJ � O � 1 23.0, 222.0 7.9 9�' If o. 000% 2 . 273,!/2� @ 0000/ ' `-`� % � �, 1 I o r 4 Top OF' War_ ��, \ r3�rt. ELEV. E_O U i I I \ \ ZZ. o Q� m t � W 7O'' Z/"ic/5"C / M i� q x / ha titi � 20 8 (ARMOR) ZZ 5 +2� t rytiy ,� ry ? x �� I� 2 �� kti k �,yv 3t �( 0 1 14 ,30Ti. ---� cl)O O �\ 3� z4--_ �- - 23 'o' Ilo•5 \ \ /`s` \ ~ � \ 0 CS WEI�t C2651 Er_Ev F.. O 9_�\ WEIR LC-rve-,TIA 3 / �- SS 100 50 0 100 trL �1 �� �� �� - / �-\ 5 �, MINIMUM J x o x O a o o - // h�'' �� / t4 0 0;1 gcR,••� eL. 25.0 ( 14' F)OU. MIALI,VIr1M t3ER t(l Er_' ' s I \ 5 o C� /oo/o x '►- 3: I �,. tv. 2 _,fl o X 14 � I50MET21C VIEVI/ vowl�s�>ZtA�P1 cr ��2ucTuRE ! V1F_,WED Fzoiv\ fiNE A1GIZ rH 232 0 N SEE SHEETS �► I! FOIE �?i 11 SIMI LAfL C�NSi-fCLI C7' LG`I�l �E'f A l�S INV. III 19.1 IruV OUT 1°1. 5 41 ot �, �7 II I CATCR Y'b0.SIC' Q N w 0 -_A/ 22.7 ►� v \ 2s✓ a ti� 1�1 Iq.9 IAIJ. oi1T fq.'1 N, CATCH bt5iN 40 -/7 x /3'" C O \ x'I' O 23.E ti �- �`v `` GRATE EL. 23. I ` r48 40'- /7 "x /3 zs (ARMOR) r zas o Q °' Z3. & ^ S O o lNV2/.9 C / 7' x„ Q ! / M 40--/7 x/3 CMP245//yam ORA I N gGE out FALL. RIP -RAP r 1 A C x �� 2.7 zxb�Lz �S/ 22.(0 (ARMOR) /NV. 227 -�\ h 24.o INv.-23.0 Ay�f�Uz Z3.El w�-N u Z / t 239 _ L1 I E ERGY DISSIPAjoR 0 9 N 24 ' O. / O ° 24 8 '- O. 00' O. Oo ° 5A ' 1 0. 000 Y. 50 � ' 'a� 0. 127 °o Z�.4_ 40 @ / /o . l5 >� /5 t / o LIMIT OF THIS PROJECT /NU 22.9 24.5 24.5 Z3.6 ' 23.0 !� 3 ^ 7/J L24.9 ( � .---, ,t X' 23.9 / 40= x/ "cM ti�g a I b o 1`7 (ARMOR) N DET. AREA NO-5 \ o -\ °' " �G' �-- �--�5.73 0.00/© a 17 0 _ Pl/ PAVEMENT o N / '� \ \ �\ / 22. 24.5 241 NATURAL AREA TO REMAIN UNDISTURBED - - 2/ x /5 \ D 9 CMP s C S o i > //✓ v. //v = /7. o z ZQ N -- (23 O,/S„ /NY.OUT- /70 22.3 \23.5 ryy� O 1 \\MfF11MUM BER�n Er . 25.0 ��+ 23.4 Z .4 NV- TZ/.4 I 5 ro 7LJ �/c �x c 2f-_ Ca} \/ x X /95 V ti /�YV /N2o.8 /N✓. Ot/r/95 2/ I �l - i A/ /7�/i�J \ c,� o\ _ / % his, GuAAPDRA/L /i^ -- -_- r _ 22.5 _) v, �"-' e DET. AREA ..3%0 I F s/�y ` /,�,� is- l REP UIRED � �Z4.2} 9 � 0:405ao � � � n / � � \ � � No. 8 TE1E` C 6 - .� co �, a 20' rJ 2 22. C'4 T/\ 22.0 /' 22.3 Ra �� 2� AA ) /%yf-? +LA al h av''gOTTO M \ o\ C �) \ h`, % S s. l ) q ( A9 �O /8 17.0 // LOT 215s GUARDRAIL 9EQD o hd ��/ti�� / J�7��' \~�� k �?3\ �3 l� 38 2 2`/ DET. AREA \� x �- Z3.5 �U O 20- /5' cMp / �l� 2-------- c� _ \ p� s ¢p /� �'� ) 23.2 '`'� / vv oar /( N0. 9 \ tv 2 C�� �D 9 / 40 - 21 x 15' HP �, 24. 8 \ ' FL. l7• D 1. /45 i 4 BOTT. 3 : 1 S.S. .__.� �L c/ 2�9� -- / f 239. f �'�",G ✓�, i _ . ti "9 ( °\° / /Nli / \ 24.% ` 179 m 24.\\ Y. SO o00 /0 25.3 x N2/.7 �Z�✓'�/''�24-� 80- 4Z'x Z9" CMP i 2 .9 0 �z5 ~ 24.0 23.3 Xj INK IN. /7.0 INV OL/T. /7. o / , z3.9 �- 570 4 24 t-- o I ` /l . 23.3 G �-� \ G UAR C R A / L. x Zg .l 4 n � a o \ I 23.1 R F c� �� 20 - 45 V CMP -> r24.5 �. Q o 23.5 / Z4.1- 1 xtirk /,Yv /,`y 2E, 9 /NI! our 20./ 5 �' k x� x `� x x 23.5 a.q a. 24. \ N 24.) / } /NL c / 9 x2ti 9 z19 . 1 / l '26 0 � x� F . /9.5 qj�t I Zo /�6.94 C� O. o0o yo I9.5 �� (24.51 24. \ $ FL./9.5_ 3' 30T7-U;ti,+ C0l/,C'T �' - --- - i ��� " \ � 1 _ z�3-i/V � G� r�-�- -- -,�/ G' � T C/ � WA.-� 17-3 24.0 {24.5 �_. o� 3. / SS x25.3 fL 150 x15 CM 6�-17'x/3 CMS /S.� "� J x a X o /NY. Z3.4 ( iNV. ?_`.O � 22.4 � � x �� 25. 50 -35 x 24" CMP , i .� , �za•a �� lv �0 INv-Inv /9.5 !NV o(r /9.5 v 4, 80TTOM,, �O' � �/ • c, \ 24.4 Z4.4 O Y 2A h � , / SS ►. v O 23.1_ 410 I x � `�'y - l � C M � 1 ' � � � '-- I 23.5_ \ �. X. 2 0 � P rx 1 �� �- �. /NV./N 2/.8 /NV. OUT Z1J./ I `tC o • . , 3�Z3 Z� t ,-_'� C M P/JFT 23 5 U - x �i• � �' � � k � �Y � �, C ,..� �-• � '\ � I�� � /,v✓ 2/.7� ZS.� � o -i7 ,' TACT x 1v.5 24.4 S T :'%;>'TTO/V 2 ,�I err_ 22.E ! �n Z .1 �� / U �,�R r��.� l� 1'?2_9 �' ., N V. �; 22.4 ,Nv. -; : 7 2Z � 24.q Q- -�� _ Z4.I �RFQUIRED �1�(J� /z4 �� \ I Iry !25.8 do 400 0.025% 2J 39 - 86 ; D 0.278% 2;( /75'�2 0,057%, %/i_ ' �` _ _ 7/° 24 309.20 0.033 24.7 2.� 2 40' /7'x /3" 1 i-211 �'-/T X /--� r ti 40 - /7 x/3 G M P � C IS4 INv, z2. 1� 1L j � G n�P 7� I �}, lmv. Z3. I 1 , . / lNv 212 / 23.2 x,��.A >o �d o: 2¢,� _ /� -� ' 71 �_'LS 23.7 I J`lv?�1 �r � I sP J��oB �� \ � .(� � \ ( � cMP w/ � Fl 50 -- 49"x 33 "�,,,� °ur2o.o k /! V /.v 2/,(o IA/✓ ol/T20.D--/9.5 x1' mk,lN. /.96 I.Vv.Ot✓ . /.9.,5 \ x � GENERAL DEVELOPMENT CORPORATION MIAMI FLORIDA 1 ' zs-� PAVING AND DRAINAGE ry� 25.E 2y,b A PORTION OF SEGASTIGHLANDS UNIT SEVENTEEN SECS. 19,20, 29 & 30 , TWP. 31 9.-; RGE.39 E. 4,0 17'x /,32 c m_ STUART P. SMITH CIVIL ENGINEER X,,y ARMOR INV 24.6 - RED. ENGR. No. 30163` v` v /- 7 MIAMI , FLORIDA �` DATE DWN,BY DESCRIPTION CK'D BY APPR. BY 0ATE:5EPT. 6(o DSGN. BY:./A.4 u/ / CK'D BY: J. A. REL ABED BY: SHEET N0. SEE E SHEET REVISIONS SCALE: DWN. BY:JEt3$V/m. APPR. BY: OF FILE 5H If 0 MINIMUM TOP OF BERM EL.22.0 GRASSED 4:1 S.S. 20 WIDE (MIN.) LITTORAL ZONE. POND BOTTOM EL. MAY VARY POND BOTTOM EL. MAY VARY 20' WIDE ( MIN.) LITTORAL ZONE. 10' WIDE x320' LONG GRASSED 4: 1 S.S. 20' WIDE GRASSED MAINTENANCE BERM EXISTING DITCH TO REMAIN PLACEMENT OF 2"-4" DEEP WETLAND MULCH FROM EL. 15.0 TO EL.16 0 FROM EL. 15.0 TO EL. 16.0 PLACEMENT OF 2"-4" DEEP WETLAND MULCH SODDED FLAT BENCH WITH SAND FILTER APPROXIMATE EXISTING SPOIL PROFILE -�..` - CONTROL STRUCTURE 9CS 22.0- 22.0 SHORT TERM QUALITY SEE SHT.8 FOR DETAILS DETENTION VOLUME III'///� I I I///�I I I I I'% EL. 173 165 IIIIIII//�//IIIII%// II / 16'5+ 16.5 - - - - - - - IIII IIII II /II 111 I I � . . II , II III (IIIIIII/ illy 11►II:�.•.; .�_:_...�,�,..; ///////IIIIIII////I ( I I IIIIIIII�//� IIIIIII IIIIIII/�U/11 II IIII'lll! /g1111' /illlli'/// Ilfl�%/// IIIIIII 11IIII1;' / /i�/G/I I /r,u�lf�r/IIIIri II IIII///�r,IIIII/%///glllllll/IIIII/ (IIIIIII IIIIIII : '<:- _ _ I ------------------------ - 11 (IIIIIII,, IIIIIIriii�i111111 - II L_� L SECTION 11A-A " 0 L---�' N.T.S. SECTION " B - B" 0 r•�EI<ISTI �J C, '6A01 jAKY rAA. HOLi Ce hPFtI116 VALLEY AVE. �--_ O EL• ZU.4 beC N.T.S. 1�V•EL• 12.IlO IBARRICADE S (2) e><15T1�1� mo'-sr''v �8"PIPtb (4) EX15T. 40 42"xZ9 PIPEh (2) E7CIh(. !oD'-57"x32'"PIPEy E1�Ibt11�G V"FORGE M41w1d IFIV. 10 15.4 11Iv. our Is.o WEIf� GREhj ELEVATIoLI 17.3 ItiIU. IQ 15.4 IIJI/4U( 15.D 9 CS Top EL• 19.3 ma° IUV• II.I 15.(0 11.IV.OUt 14.8 \ wEIR LE1IGIH I' �- KEEP FLOW LItiJg AT ELEV. 15.D hEE yH6CEf 6 FOR PE AILh 1 ob i Z�' EK1bf1�16 RbwFIS Polt sx o 19 ZO 2! ZZ ✓ --Z� 21 Z 19 2O ��,4,' I7 Ice, --�- 1 a �49_ IZ�� �I(o 15� r �� I!o 'Sic 19.4 __ 1 I1019\� \ r- !9 IS n S !7 !to -� /` ` �� L1 --2o !9 so \\1 1 --- - - 23.0 --- 7-T77 7-21 4:15-cam -� EKIh(1tJG �IjGN IS•°� C U C � I ` 24 Z � _ 22 20:/5.5. \ KA Iti,UM -fOPOF BERM j- E tjv OF RE fA,l.11l l G WALL. / / Z3 UI-DER HI`7 L0IITRA t1 / �- 25 __ 23.5 ti? 3�.� -25- `� ��J�IJJf�27� �ti 2$ti�� `FILTER 6E=.. H TOWEL /10.5� / � I 73 V /^� V 24.9 / 3 0. g ���� ////`-� �ir�iY l��/ ��� /-�2 1 ti w _ _ 1 4 •-f• ( '''" 1iJ ^ l-�'\..,� \ \ V S '7 EKIh hA�rl AA LIB( hfAT1°J J 1� I I PP.oPoSEo'fop OF 6EFiM •--�� -� k -� _- j' __ / V �\ t Y r I 1 1 -- I O I I N 1 III ' TR A c T _n� - ?z�- _ - , �� ��'�-�- I I aLu o Ir 77 \ 2 29.ti �✓ / r ter% �. - \2J�'� \\ �ii rr Q W q s\ �IJET. AREA �\ /�'1�2q�'� 1l I'I - I 1 mu) 1 �- �\ _ / EYItl OIR ROAD O EMAItiJ I-------- 0�0. \\���• ��� No.I U-- L, (� .1 T t t R �``�-------- I 1 5.5, S•5 1s / / ` I- l _ ( -A N - I "�,�,' \ o z3 \\\\ 1 I T R Al C T 0 11 N .A 4'' 2 �� A 1 I' N 0 R vJ �'�? ,v PROPOhEv wA(ER co1J(RoL 9fRucjuRE x 3\ �� ZL3\ \ 1 \ '� I A / / 9CS �„ H FILTER (6EE bNEET 8 FOR vETAlL ) 1 I�\ ti9/ti Jo° \ \z \ 11FOR BOTTOM ELEVATION- f p° l s r' 1^ 5 9 0- 3,o p �\\~�1 11 I SEE SECTION I1 A _A I1 k y1.1 1 n (I I11�� I %p I/ o - o �ti I �---� ?3 1 1 v � II 35 � DETAIL # !/YE//? CCfrST EL ff7//7. lryE/R E (FD�P oETA/LS, SEE I I °% z I�\�\l 1 j I IIII x,$q � � _ G � � �\ � \ -yam �� ,3., � 1 ` � �., ,•� (�.� � I W w 1 22.1 �3 3 o 158 N� tiN/ /� uS T//v I ,� o.QJ o i� �� \ t l �� J) �� � w 9 / v max``" ° --�- O,Q/ °° �- a. C I V` x Z�' O I �° 22.6 �/ 0 0. 29 I IF. % t� (♦� 4� 'fir ` -'` 2 -. .� Ze o I I 1 l ZD 9 20.9 �S o 00 ' 1 xryk \ 4'.ts.s J NilA11MU�ll SEI-M h v ti^► W \� 1 22.0 593 \ �a� 21-� r-ELEV. 22.0 1 �43 I•" I I I Ne N \ k Qoa - FL /fi.6 I f'1 ti l5 5 5 "2°'1 CO h I IV V '� i j \ \ I 20. 0 0 Z/. 3 (� x A -Ir 2° ti p, O .� ti �- ~ X\ I /33 4Z'/7„ /my 19o0 1 5�P 9 3 h � ' \ \ /3 P h /NV /9.5 zo. s . \ a 17 6 \ `� W \ \ 11 4 \ x C y a � 1 /3\ \ o / x,P.q\\ o 000� a awz 0 3; / 5q2- L /I .Gad /N✓.F/NL 207.00!N✓.G1Z2 1VN 22�5 '\� xt°•�r I f GU19P0 � 1 5D J o� .k20 � /8�CMP 0 1.1 JF70 N 0UTi9.4 o \ \ � \ \ \ O ✓ �' J 10, \ \ Y'\ 11 9 I A• � 4. I�° 29 A I ' A I' Z 5 Q \ 0 \ \0. o U 03.0 OD' o• o00% i 23• o \ \ k `4 �. D � 1 0 1 (ARMOR) \ \ �r \ Q 2 " og Q /NV. eV. 58� 40- 7" %5 1 / I /NV xg1.3 22.5 I ill I ^ 1 4x23.� S TWEETec 279.9 c� ora S y \ 23 �j _ 5 7:9 xti �b \ ti II (ARMOR x J i l JfFF ! _ I\ sEE stiEE7�\ N ° 5 4LI671J66 AO�2EP P01-ID LITTORAL C01JS'(RcJ6TIo1J pETAILS DATE I DW1LT DESCRIPTION N.T.S• TPA C T j GENERAL DEVELOPMENT CORPORATION' MIAMI FLORIDA PAVING AND DRAINAGE A PORTION OF SEBASTIAN HIGHLANDS UNIT SEVENTEEN SECS 19, 20,29 a 30 TWP. . RGE. 39 E. STUART R SMITH -- � CIVIL ENGINEER REG. ENGR. No. 301 MIAMI , FLORIDA CK'D /Y A►Mt. BY DATE: 5E PT. 94o DSGN: BY.,/ AWJ CK'D BY: �. "�, RELEASED BY: SHEET NO. SCALE: A9 6 HOwu DWN. BY: JFf 4 w ti+ I-APPR. BY: 6 OF FI[ E S H 17 TYPE III , ENCAPSULATED LENS, ENGINEERING GRADE REFLECTIVE SHEETING AS PER "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS" SECTION 633.06, SHEET REFLECTIVE MATERIALS. STREET SIGNS SHALL HAVE WHITE LETTERS ON A GREEN BACKGROUND. 6063 T6 ALLOY, 0.065 GAUGE _I rALODINE 12-00 FINISH 1/4" RADIUS (TYP.) i11-;_1 VARIES ( 24 , 30 OR 36 B.S. L.M. - 8 B. P. -38 CHERRY MATE RIVET (GRIP RANGE 21/8" 9 23/8, TOP VIEW ............. CAP � o 5/6 DIA. HOLES (TYP.) 0 o ° 4" SERIES "B" o 'kz,\ UPPER CASE LETTERS ° 0 2%2"GALVANIZED ALUMINUM POST 0.154" WALL THICKNESS 10'-6" MINIMUM LENGTH STREET SIGN DETAIL BUTTON HEAD BOLT w/NUT 8 WASHER USE ALUMINUM (ASTM B 211) OR STAINLESS STEEL (ASTM A320) iv I w _ I- ---0.125"ALUMINUM to s%\ fo � �J/I Q i �✓ I I I I I �I I REFLECTORS SHALL HAVE A RED REFLECTIVE BACK- GROUND WITH 3 0 RED 1 (, C I REFLECTIVE BUTTONS. 1 ✓ I 4°ALUMINUM TUBE 0.188"WALL THICKNESS I _ u i NO CONCRETE FOOTING IS REQUIRED FOR REFLECTOR SUPPORTS SIUPPORTS TO BE DRIVEN 3 INTO GROUND. DEAD END SIGNS SHALL BE POSTED A SUFFICIENT ADVANCED DISTANCE TO PERMIT THE VEHICLE OPERATOF TO AVOID THE DEAD END BY TURNING OFF IF POSSIBLE, AT THE NEAREST INTERSECTING STREET. nEA BARRICADE DETAILS FLA END 9 CURVE NO. I R = 35' A = 32.46' T = 17.50' \ a = 53007' 48" CURVE NO. 2 R = 40' A = 199.85' A = 2860IS 37 X=e CURVE NO. 3 R = 25' A = 21.03' T = 11.18' A = 4r11'16" CURVE NO.4 R=50, A = 241.18' A = 2760 22' 31" NOTE "X"REPRESENTS THE CONTROL ELEVATION SHOWN ON THE PAVING AND DRAINAGE PLANS: 4 LAP $' 4It 2 f 29/3 x 11/' SLOT (TYP.) 5/6 L - 151 " I V, 11/1�' 1 �r ASSEMBLE WITH: SPLICE 7 � 6 4 _ CHAMFER BOLT, RECESS NUT AND 11 10 x fig' rn o ' STEEL WASHER I + m - DEEP RECES I - _~3/40 o f o f 3/4' x 2 1/r2" SLOT ASSEMBLE WITH + POST BOLT, RECESS NUT AND BEAM WASHER CONC. 11 L Thread Length Application 1 I/4" Full Length Rail Splice Bolt 9 %p' I �}" Minim Post Bolt °D BOLT HOLE RECESS NUT 3" ti 1 /2 , 341 N it POST lg BUTTON HEAD BOLT END OF RAIL SPLICE M I CHAMFER STANDARD F.D.O.T. "W BEAM" 64-�o GUARDRAIL 4 12 GAGE ALUMINUM OR GALVANIZED STEEL BEAM WASHER ~ I I 1 3 "Li io it #4 BARS 4 e x 6'- I"LONG ti \` *2 HOOP - -1 - BARS 5/8' STEEL WASHER co L 11 a lie 8 1 11/ 4 TYPICAL GUARDRAIL SECTION 1i2'CHAMFER I /4 I'- 9 I/4� 6'- 3" 6' - 3" CONCRETE POST DETAIL SEE RAIL SPLICE DETAIL ABOVE , A- f.ZIc 71 X-0.75' EDGE OF / PAVEMENT FLOW -OUT GUARDRAIL DETAILS R/W LINE FL OF SWALE CURVE N0. 1 R=35' A = 32.46' T = 17.50' A = 53007' 48" CURVE NO. 2 R = 40' A = 199.85' A = 286° 15' 37" X- 2 CURVE NO. 3 R=25' A = 2 L03' T = 11.18' A = 480 1 1' 16" CURVE NO.4 R=50' A = 241.18' A = 2760 22' 31" NOTE "X"REPRESENTS THE CONTROL ELEVATION SHOWN ON THE PAVING AND DRAINAGE PLANS. -t1--1�-r f X- 0.92' t `1 X-0.42' - 1.92 X-0.66' i TYPICAL CUL-DE-SAC DETAILS -G.GD R/W LINE 0.5' BELOW STREET CROWN ELEVATION H (f0 L (f0 TREATMENT OF "L" 0.1 TO 1.5 20.0 SOD 1.6 2.4 RIP -RAP 2.0 3.0 RIP -RAP 2.4 3.6 RIP -RAP 2.8 4.2 RIP -RAP IL, OF SWALE EDGE OF / \ PAVEMENT X- X- FLOW - IN FL OF SWALE 0.2 % MI H /4,vw_---,,--- 0 2 jOAE Mqk av SWALE PROR LE 6"CONCRETE SLAB W/6"x6'#4/4 WIRE MESH 18 12" 2500 P.S.i. CONCRETE 12" SURFACE COURSE 4" MIN. ;^.al',;;.I..6i+.J{e`A ♦� a1Q`•+r'.V � :r`'.d';{�:'i't.'7D�'0.� �'A.o�+,<►.'l PIPE ARMOR DETAIL Sale m OF STREET CULVERT BASE SUB -BASE TRENCH TO BE BACKFILLED IN 8" LAYERS. COMPACT EACH LAYER TO 95 % MAX. DENSITY. A e' z0' f{' 3 - 4' PLAN m STEEL GRATING 3- 4 s:'z' z'•o' z-'s IRVING TYPE "V" DECKING (OR EQUAL) N 'G°''"9 _ STRAIGHT BARS I3/4"x 1/4" _� RETICULINE BARS 1"x 3/16" _ a�� APPROXIMATE WEIGHT 117 lbs. when 1f°} E is regmred GENERAL NOTES >° —Renforcing I. ALL EXPOSED CORNERS AND EDGES TO e4 a ¢'oc BE CHAMFERED 3/4". both ways 2. WHERE UNSUITABLE FOUNDATION MATERIAL m ' IS ENCOUNTERED AT THE FLOW LINE ELEVATION 1 j5ee0enerofrbf. jj i OF THE PIPE, OMIT THE FLOOR AND EXTEND THE I sheet 9 of 9-i WALLS DOWN TO SUITABLE MATERIAL. BACKFILL INSIDE OF CATCH BASIN WITH CLEAN SAND. SECTION A -A CATCH BASIN TYPE. I N.T. S. FILE Sh R/W EXIST DITCH TO BE RE -DRESSED TO 8'BOTT 3-1 S.S. R/W I 7' 3 VARIES WITH R/W WIDTH MAX DEPTH PER GRADE ON DEVELOPMENT PLAN, RiGHT OF WAY VARIES FROM 50' T 20' ON 50'9 70' R/W- 24' ON 80'9 100' R/W 100' 4' 4 12 12 A C S.0 TYPE IL 6" 6 SOIL CEMENT CEME NT SOIL CEMENT SOIL �GA��E L I BIL ZE COMPACTED �LD SUBGRADE STABILIZED SUBGRAIDE C VARIES WITH R/W WiDTH DEPTH PER GRADE ON DEVELOPMENT PLAN, 4 A TYPICAL ROADWAY SECTION INCLUDING ALL R/W WIDTHS NOT TC SCALE NOTE ON MINOR STREETS (50TO 70' R/W) CONSTRUCT COMPACTED SUBGRAE 6"SOIL CEMENT BASE, PRIMED WITH I" A.C.S.C. TYPE IT. CLEAN - OUT ON ARTERIAL STREETS (80 TO 100' R/W) CONSTRUCT 8 STABILIZED SUBGRADE 50 F.B.V. AND 8" SOIL CEMENT BASE, PRIMED WITH I" A.C.S.C. TYPE IL, It 9 4,- '0 4 C DAD FT > < 0 SEE SHEET 10 FOR C A HEADWALL DETAIL A .111111111h._ #4 BARS a 12 SAND FILTER TRENCH ' "" 7442x2.9CMP C LLj 0- <' 00 LL Lu - 74'- 4211x 29" CIVIP i w i7� 0 B 0) LL 1 74'- 42 x 29 CIVIP Ili r OPTIONAL o CONSTRUCTION # 4 BARS 2 JOINT (TYPICAL BOTH SIDES) PLAN VIEW PAVEMENT TO BE RESTORED TO EXISTING CONDITIONS. SEE DETAIL ON THIS SHEET. 80 SCHUMANN DRIVE R/W 74 1 4 (3) 74' - 42" x 29" C MP INV IN 16.0, INV. OUT 15.8 LONGITUDINAL SECTION .6 TOP OF WALL --VELEV. 20.9 ,L WElf CONSTRUCTIO1 JOINT 1 CLR. SECTI ON A —A 0 11 T-r' _r Lim IN L-= I SECTION C—C # 4 BARS EACH WAY I-0 21- it 911 911 0 7) __R. SECTION B—B Cf) NECESSARY TO CLEAK FIFt TYPICAL REINFORCING AROUND PIPE 32'_ 6 It-- _1 11 11 -9 1 15'_ 0 2i 61-0.1 Q 6WE-1 'YELI CO 7 POND BOTT ELEV. 18.0 1 ELEVATION (FROM POND) DETAIL OF CONTROL STRUCTURE IC N.T. S. ;STOP OF WALL 'y ELEV. 20.9 - - - - - - - - - - IT a eJ Constnr— rn pove&nO t l of locidwoy -aL =T, on ch A R/W E,,,sl­g pavement shall be 1—rned along a neat straight line I PLAN 3 7 PRO\/IDE A CLEAN OUT EVERY 100' CLEAN OUT 1/2"0 HOLE DRILLED ON TOP OF ELBOW TOP OF WALL ELEV 21.5 2 CLEAN OUT 100 PVC 0.5 INVERT AT POINT OF PENETRATION 14.5 UNDERDRAIN FILTER MA X — k 20' MAINTENANCE BERM II 900 ELBOW 3' SUMP I N.G. TO" r0T PLAN VIEW Tack root all surfaces and edge S", cc" Course to The same as adjacent r,es rood.0y surface 6m Concrete Bass 3000" min min, reinforced with 6'.6* *Ao wire mesh Trench bockfilled in 9* compacted layers Trench tmckfilled to a Pipe or cable level one (1) foal abovj conduit or cable ,im 6 Vanes compacted layers. SECTION A -A PAVEMENT RESTORATION DETAIL N.T.S. 29 _O" 11 0 2 - 9".1. 2'9 1 11 0 9— sit TOP OF WALL ELEV. 21.5 C\j 6WEIR CREST 0 1 ELEV. 17 3 ELEV. 14.5 ELEV. 12.5 LEV 12.5 PIPE INVERT PIPE INVERT ELEV. 15.4 ELEV. 15.5 SECTION (LOOKING WEST) ELEVATION (FROM POND) (2) EXISTING 57"x38" PIPES BEYOND INV. ELEV. 15.4 EXISTING DITCH ELEV. 15.4 EXISTING SLOPE TO REMAIN QIDETAIL OF CONTROL STRUCTURE cq7c�) N.T. S - GENERAL DEVELOPMENT CORPORATION MIAMI FLORIDA, TYPICAL ROADWAY SECTION AND STANDARD DETAILS A PORTION OF SEBASTIAN HIGHLANDS UNIT SEVENTEEN SEC. 9, 20,29 a 30 T�WP 31 S RGE . 39 E. I STUART P. SMITH CIVIL ENGINEER 7 REG. ENGR. No. 30MIAMI , FLORID ww 4 DATE oBy I DISCRIPTION AP" I" DATE SEPT. 86 DEG" IV J. A. CK'D IT J, A. Ot CEASED IrY. SHE IT 00 , 1 REV IS I OFIS Lt. NO NE oww SY; AV" NY: - 8 of I FIL E SH 17 1974 AASHTO DIMENSIONS AND QUANTITIES M CONCRETE (CU YDS) SODDING (SQ YDS) Z X A B C E F G N Single Double Triple Quad Single Double Triple Quad Single Double Triple Quad aN Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 0-Pipe 17 13 2 - 6 2.5 1.30 3.80 I. 17 4 1 .39 4.50 7.00 9.50 12.00 1.04 0.25 0.37 0.49 0.61 20.34 23.12 2 .90 28.68 21 15 2'- 10 2.5 -- 4. 1 7 1.50 5 1 .76 4.83 7.67 10.50 13.33 1 .04 -TO 0.26 0.39 0.53 0.66 21 .1 3 24.29 27.43 30.58 20 3 - 5 2.5 2.61 5.1 I 2.33 6 2.22' 5.42' 8.83' 12.25� 15.67 4 0.32 0.49 0.66 0.83 22.83 26.62 30.42 34.22 28 35 24 -4-- 0 2.5 3.35 5.85 3.00 7 2.55 6.00 10.00 14.00 I8.00 1.04 0.37 0.58 0.79 1.00 24.29 28.73 33.18 37.62 2 : I 42 29 4 - 9 2.5 4.29 6.79 3.83 8 2.97 6.58 I I .33 16.08 20.83 1.04 0.42 0.69 0.96 1.22 25.98 31.26 36.53 41 .8 1 49 33 5 - 6 2.5 5.03 7.53 4.50 9 3.34 7.1 7 I2.67 18. 17 23.67 1.04 0.49 0.82 I . 15 I .48 27.46 33.57 39.68 45.78 Slope 57 38 6 - 4 2.5 5.96 8.46 5.33 10 3.65 7.83 14. 1 7 20.50 26.83 1.04 0.55 0.95 1.35 1.75 29.23 36.28 43.31 50.34 64 43 7 - I 2.5 6.89 9.39 6.17 I I 3.89 8.42 15.50 22.58 29.67 1.04 0.62 1 . 10 1.57 2.05 30.91 38.78 46.64 54.52 71 47 7 - 10 2.5 7.64 10.14 6.83 1 2 4. 14 9.00 16.83 24.67 32.50 I .04 0.69 1 .24 1 .80 2.35 32.40 41.10 49.81 58.51 17 13 2 --6 2.5 2.41 4.91 2.33 7 I .39 4.50 7.00 9.50 12. 00 1.04 0.28 0.42 0.56 0.70 21.58 24.36 27.13 29.91 -21 15 2'- 10 2.5 3.09 5.59 3.00 8 I 7-6 4.83 7.67 10.50 13.33 1.04 0.32 0.49 0.66 0.78 22.70 25.85 29.00 32. 14 28 20 3 - 5 -T.5 4.81 7.31 4.67 9 2.22 5.42 8.83 12.25 15.67 1.04 0.40 0.60 0.82 1.03 25.27 29.06 32.86 36.66 35 24 4 - 0 2.5 6.18 8.68 6.00 11, 2.55 6.00 10.00 14.00 18.00 1.04 0.49 0.77 1.05 1.33 27.43 31 .88 36.32 40.77 42 29 4 - 9 2.5 7.90 10 6 1 2 1 .83 1.04 0.57 0.92 I.27 I .62 29.99 35.27 40.52 45.82 4 : j 49 33 5 - 6 2.5 9.28 .40 I I .78 . 9.00 14 3.34 7. 17 12.67 18. 17 23.67 1.04 0.65 1 1.08 1.50 1.93 32.18 38.29 44.40 50.51 Slope 57 38 6 - 4 2.5 11.00 13.50 10.67 16 3.65 7.83 44. 17' 20.50 26.83 1.04 0.76 1.30 1 . 83 2.37 34.82 41.87 48.90 55.93 64 43 7 - 1 2.5 12.71 15.21 12.33 17 3.89 8.42 15.5 222.58 29.67 1.04 0.87 1.55 2.18 2.83 37.38 45.24 53.1 1 60,99 71 47 7'- I 0 2.5 14.09 16.59 13.67 19 4. 14 9.00 16.83 24.67 32.50 1.04 0.95 I .68 2.43 3. 17 39.56 48.26 56.97 65.67 C C 10 " 5 s 3'- 6" G G 3 6" I--- -- - •+f------}--- 3' 4" IOW 5 Dor SponlO or Spon I 2- 84 9ors - tra^s'tiO^ irovll Pn Control Line (Clear Zone Limit) Independent Of Front Slope ) Q i `a s I ' I 5 M 6" End Of Pipe toil cc l See Note 6) F � � c 6� �6' O 4' I B 4� --- Control Point When Slope Intercept Outsido Clear Zone FRONT VIEW - - 1 i END VIEW Sod 11 Beveled Or Round Corners I_� E STANDARD I--i LOCATION CONTROL END VIEW (ENLARGED) TOP VIEW LT C � _.. _... i ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) c �/ I � � x (x=S Sec t (X=S) p j \ 3 a 10 FRONT VIEW FRONT VIEW Concrete Slab, 3" Thick, Reinforced Sod Interior O With WWF6x6-W1.4xW1.4 '� 4 � ufsidf � fps (TYP• ) Pipe(Tpp.) s LOCOtion Reference Lino TOP VIEW- SINGLE PIPE ( See Location Control Above) ' ZZ q C - 5 " Sod 4 l Or 2 l 3 TOP VIEW TOP VIEW NORMAL PIPE SKEWED PIPE LEGEND (Arr t M I °iTI u ed eta Ar�cho Rpe Io _ �eS Of Pipe Skew I iO Ditch Grade -4 S Center To Confer Pipe Spacing � T X Conterlino To Con►online Dimension At face Of Hoodwall Saddle' "4 Bor-�' �'." 5 sod ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE Slope: 4: I Miter To Span Line For Pipe Arch 28" x 20" And Smaller F ( PI e To Be Included Under Unit Price For Mitered End Section) 2'. 1 For Pipe Arch 35"x 24" And Larger. - - PIPE LENGTH AS SHOWN 1 2 1 Miter: To Spon Line For Pipe Arch 42"x 29" And Smaller ( Vertical For 17% 13" ) ON PLAN SHEETS SECTION I I For Pipe Arch 49"x 33" And Larger MITERED END SECTION DETAILS L 8 B 9 I I Reinforced Variable 'A\ L dge �=�- - OptionaiToe GENERAL NOTES i A W `i A I �- Plate Extension I - TYPICAL CROSS SECTION W + 2 A r'- ELEVATION PLAN I. Endwall dimensions ,locations and positions are for round and elliptical concrete pipe and for round and pipe -arc corrugated metal pipe. Round concrete pipe shown . END SECTIONS FOR 2% X 1/22. Front slope and ditch transitions shall be in accordance STRAIGHT CONCRETE ENDWALL DETAILS PIPE ARCH SHAPES with index No. 280.(E D.O.T ) NOTES FOR ALL END SECTIONS: 3. Endwalls may be cast in place or precast . Header -Span/ Rise Equiv. Round Ga' Approx. Dimensions Approx. Slope BOA A B H L W_ 17x13 15 16 7 1 9 1 6 19 1 301 21/2 1 Pc. 18 16 7 10 1 6 23 361 21/2 1 Pc. -21x151 24x181 21 16 8 12 6 28 42 21/2 1 1 Pc. 28x20 24 16 9 14 6 32 48 21/2. 1 Pc. 35x24 30 14 10 16 6 39 60 21/2 1 PC. 42x29 36 14 12 18 8 1 46 75 21/2 1 Pc. 49x33 42 12 13 21 9 1 53 85 21/2 2 Pc 57x38 48 12 18 26 12 1 63 90 21/2 2 Pc. 64x43 54 12 18 30 12 70 102 21/4 2 PC. 71 x47 60 12 18 33 12 77 114 21/4 3 Pc. 77x52 66 1 12 18 36 12 77 1261 2 13 Pc. 83x571 72 1 12 18 39 12 77 138 2 3 PC. METAL PIPE ARCH Span Rise Opening Area ( S F) Dimensions Concrete (CY ) Span Rise EgUIV. Rou Pipe Number of Pipe And Skew Angle of Pipe Number of Pipes A B C E F G S X Single Double Triple Quad ru le 1 2 1 3 1 4 00 150 300 450 00 00 150 300 450 00 150 300 450 00 150 300 450 28" 20' 2.8 5.6 8.4 11.2 2'- 4' I'- 3" 5'- 2' I'- I I" 1'- 3" 1'- 8" 3'- 5" 3'- 5 3' - d' 3 - I I" 4-10" 1.78 2.31 2.331 2.39 2.53 2.83 2.87 2.99 3.26 3.36 3.42 3.60 4.01 28' 20', 24' 35" 24' 4.3 8.6 12.9 17.2 2'-8�� 1'-4' 5'-112 2-0" 1'-4' 2'-5j 4-0" 4�-0' 4-2" 4'-7" 5'-8" 2.34 3.03 3.05 3.14 3.32 3.72 3.77 3.93 4.29 4.40 4A7 4.72 5.25 35 24 30 42 24' 5.9 11.8 17.7 23.6 3'-I" 1'-5" 6'-IOg 2'- I I - 5 3-42 4- 9" 4-4' 4'-11" 5'- 6" 6'-9" 3.13 4.06 4.09 4.20 4.45 4.99 5.06 5.28 5.76 5.93 6.03 6.36 7.09 42" 29" 36" 49' 3311 8.4 16.8 25.2 33.6 3-5" I'- 6" 7'- 8 2- Z 1'- 6" 4-2'' 5'- 6" 5'- 61 5'- d' 6'- 4' 7'- d' 3.83 5.00 5.04 5.18 5.48 6.16 6.24 6.52 7.12 7.32 7.44 7.861 8.76 49' 33 42' 57 38' 10.6 21.2 31.8 42.4 3'-10' I-7" 8'-72' 2'-3'' I'-7" 5'-12' 6'-4" 6'-4" 6'-7" 7'-4" 8'-11" 4.87 6.31 6.36 6.53 6.91 7.74 7.84 8,18 8.93 9.18 9.33 9.85 10.96 57" 38" 48" 64' 43' 13.2 26.4 39.6 52.8 41-3" 1�-8" 9-62 2'-4' 1'-8" 6-02 7-1 7'-1" 7'-4' 6-2" 10-0' 5.88 7.64 7.70 7.91 8.37 9.40 9.52 9.94 10.86 11.15 11.3311.97 13.3 64' 43" 54" 71" 47" 16.9 33.8 5C.7 67.6 4-711 II-10' 10-4' 2'-f>' 2=0' 6'-10" 7-Id' 7'-Ids d-I" 4-I" II'- 1" 7.80 10.15 10.2 10.51 11.12 12.49 12.65 13.22 14.43 14.85 15.10 15.94 17.77 71" 47" 60" 1. All 3-pc. bodies to have 12 ga. sides and 10-ga. center panels. to be reinforcing steel shall be Grades 40 or 60. Additional reinforcement necessary for handling precast' units shall DETAILS APPLY TO SINGLE OR MULTIPLE PIPE§ Multiple panel bodies to have lap seams which are tightly joined by galvanized rivets or bolts. be determined by the Contractor or the supplier. EQUAL TO OR GREATER THAN 24' 0 OR 28'x'20 2. For 60" thru 84" sizes, reinforced edges to be supplemented 4. On outfaII ditches with side slopes flatter than 1 I/2: 1 , with galvanized stiffener angles. The angles to be attached provide 20' transitions from the endwall to the flatter by galvanized nuts and bolts. side slopes, right of way permitting. For the 66" and 72" equivalent round pipe arch sizes, rein- 5. For sodding around endwalls see index No.261 (FD.O.T.) forced edge to be supplemented by galvanized angles. The angles to be attached by galvanized nuts and bolts. 6. Payment for concrete quantities for endwalls skewed to 3. Angle reinforcement will be placed under the center panel to the pipe shall be made on the following basis seams on the 66" and 72" equivalent round pipe arch sizes. Endwall Skew To Pipe Use Tabulated Value 4. Galvanized toe plate to be available as an accessory, when , o 0 to 5a specified on the order, and will be the same gage as the 0 to 0 0 1 End Section. 16*to 30* 30° 31'or over 45' PIPE END TREATMENT DETAILS 7. Pipe length plala n quantities shall be based on the pipe end vacations shown in the standard location control A PORTION OF SEBASTIAN HIGHLANDS end view, or, lengths based on specials endwall .locations- called for in the plans. UNIT SEVENTEEN FLARED END SECTION DETAILS S. Payment for pipe in pipe culverts shall be based on plan quantities, adjusted for endwall locations subsequently established by the Engineer. SEC. 19 , 20, 29, 30 TWP. 31 S. RGE.39E. C*nKA �✓i % ��7 A Guwnl OwtYq"wnt IuW0wr .r_ .. PORT CHARLOTTE MIAMI PORTST.LUCIE PE N0. 30163 FLORIDA STATE OF FLORIDA DATE 1 DWN. BY DESCRIPTION APPR. BY DATE SEPT. 86 DSG BY J.A. DWN BY W.M. RELEASED BY SHEET NO 00 REVISIONS SCALE NONE cK'D BY J Q APPR BY 10 of REPRO PRoDucrs INC FILE SH 17