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HomeMy WebLinkAbout1988 Paving & Drainage Record Drawing (Box 19 #131)a It .p M y .. _ RECORD DRAWING INDEX,. TO SHEETS F DRAWING N°' SHT. N° DESCRIPTION �\ \ 88-094. I COVER SHEET 23 . 2• p d 2!) 2 DRAINAGE AREA MAP eREVARo Co. 3-6 PAVING AND DRAINAGE PLANS . -- INDIAN RIVER CO. C \\ ze Y 30 —39 P° 2, ° ELEVATION OR DISTANCE MEASURED. 7-10 STANDARD DETAILS W. 88-095' I COVER SHEET ( STRUCTURES a WEIRS) W 2-3 SITE PLANS 25 2 k v< 4 DRAINAGE X - SECTIONS. -5 STANDARD DETAILS 92� 88-168 - 1 WEIR WALKWAYS 81 ORATES 21. BREVARD INDIAN RIVER CO. Z SEBASTIAN MUNICIPAL A" AIRPORT 4 -4 1 9 7 .� to 23 i,' O // r 20 21 !! / j , • �j/. i �: /� I!,' , , 20 R 21 ATE 1 ROAD 912 \,, •'�� ,;� �/ \\ THIS 31 39 PROJ T / I 7 AT R AD 510 I _ I LOCATION MAP 1 RECORD DRAWING 1e It la Is 1• I1 li .1 1° 453 RECORD DRAWING LEGEND .ELEVATION OR DISTANCE SHOWN ON ENGINEERS. NOTES (1986) I. ELEVATIONS ARE BASED ON N.G.V. D. — 2. RADII OF PAVEMENT RETURNS TO BE 3e EXCEPT WHEjRE 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 IN ACCORDANCE WITH THE _BE 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. x 8. SWALES SHALL BE 0.5'-BELOW 4- CROWN ELEVATION AT THE HIGH POINT AND GRADED UNIFORMLY AT 6.2% :;TOWARDS CROSS PIPE. • 25' ELEVATION AT PROPERTY LINE. 9. ALL LOT ELEVATIONS . SHALL 8E AS HIGH OR HIGHER THAN THE ADJACENT 'S99 s "a t . , : s . s . t . , Sg4 - STREET ELEVATION URA[MASWAY 10. EXISTING STREETS' SHALL REMAIN AND BE ALTERED ONLY AS SHOWN ON PLANS. RIP- RAP SHOWN THUS NOT INSTALLED -w-I I. ALL OUTFALL PIPES SHALL' BE FULLY ASPHALT CdATED'C.M.P. AS OF 7/ 26l88• Io tRAGT 1.TRAct -o" T _ 12. LOCATIONS OF RIP -RAP AND GUARDRAILS SHALL BE DETERMINED BY THE FIELD •' W • ENGINEER. DURING CONSTRUCTION , UNLESS SPECIFICALLY DETAILED IN PLANS. rc N i!il it e59 foil I • " Is 13. GRASS ALL SWALES AND DRAINAGE R/W. y to = ". 14. CONTRACTOR IS TO EXERCISE CAUTION'AND VERIFY ALL LOCATIONS OF EXISTING • ! r, Is r 59 • s° , , 9 UTILITIES BEFORE COMMENCING WORK IN "THIS AREA. i1 • Is s so �2 "'S 15. SLOPE DETENTION POND BOTTOM. GENTLY TOWARDS THE FILTER. • 1 ! ' 9 • 'S9L • is ,- ,• s c TRatT -- - - 10 , , r 16. MULCH AND SEED.THE DETENTION PONDS IMMEDIATELY UPON COMPLETION OF 11 Ia s T • e e • 21,s. GRADING WORK. 17. FILTERS SHALL BE BUILT UPON' COMPLETION OF UPLAND CONSTRUCTION OF , , . , 10 : '• ', ROADS AND STABILIZATION OF'SWALES TO AVOID UNNECESSARY CLOGGING BY I :e a 57 „13 SEDIMENT LOADS.' rt a e so i to tt rs a Ia � ` _• t " t' ` 18. SOD SHALL -BE PLACED ON -TOP OF EACH FILTER AND ALONG A 2' STRIP ALONG Io / �� . rs . w s !: : e . s e :l . �. ',� 57 ITS PERIMETER. • 27 O ]• 110 • • ! 21 i0 ^ 1s If .o • [I Isz7',1 oouat ss AVESILICEA Qj t . a • s r i so tT re >b r• [' , ze t e ! ` ` LEGEND � , t r° • 10r 10 .y rs. t1 zz zs Ie • 573 '57 z1 a u y © CONTROL STRUCTURE NUMBER IV[2• _! zQ =ie , io A is a , to 'is'. , R = ! z! • 6 13 q N IS 14 47 t is • A Is t 2t 1! 't n 10 , t t• ! • """ SITE _S PROPOSED � PAVEMENT ELEVATION 1 "It 3 CHURCH TRACT t e S , t ! • • 6 7 e 11 to • ' N e� icy rRAtT TRACT -a- ,. It ,. �, .r 1! Ii „ a > 19.5 EXISTING _ PAVEMENT ELEVATION t G•�. _- ••. SCHOOL SITE ! STI 1 t ! • , • t a, a 1 1 /9 2 1 s : s 1 17.5 13 30. 29 t i! ,r „ i . It ,. Is 561 �— PROPOSED SWALE ELEVATION zz zs x t 46 t c a s t e 66o n I: 7S6T1• • Is 1. i ,a EXISTING PAVEMENT. ,° • " 454 't �—.—�— PROPOSED DIRECTION 01= SWALE FLOW ,1� t le `. • 1° 11 r . ,. a , . , I° II It Il 1• le la .,1 ® RIP —RAP $.. t�� , Is 't � 31 azOo�2�: S�� t • 1• Is Ia 1+ Is 1, to rtt z! z• rs 1, - S4 - . !:• t:! 1s r4 ' e ' tt ovwcaw sTR t• . �-- 4 CULVERT WITH HEADWALLS 2 0 2B A r! T 45 !e O 1, 3 �--{ CULVERT WITH FLARED END SECTIONS r =s r30 ! IO•] ,2 1° , o,_,.b CULVERT WITH MITERED END SECTION zoo° woo ° zoo° 4000 eDoo ------ LIMITS OF THIS PROJECT, . - -- SCALE IN FEET - .. [1 • ` -e• EXISTING POWER POLE KEY MAP ENGINEER'S CERTIFICATION ' RECORD DRAWING INFORMATION SHOWN HERE ON IS A TRUE AND CORRECT REPRESENTATION OFAN.ACTUAL SURVEY PERFORMED UNDER MY DIRECTION AND IS INTENDED TO VERIFY THE ORIOINAL _ PAVING AND DRAINAGE PLANS DATED SEPT. 1986 FORS. GENERAL DEVELOPMENT ENGINEERING COMPANY. NOTE.'. t _ NOT.VALIO UNLESS ENGINEERS SEAL. DATE OF WARREN • E. FUSSELMAN 8-i9-8& ,eEB IeECbleo M�A� - , SURVEY-' PROFESSIONAL ENGINEER N4.26574 � STATE OF FLORIDA 1OI- REPRD".PRODUCTS INC SUB -BASIN BOUNDARIES XP��� cics G 4 5 IOCS s , T = B 9 ` to 11 - DRIVE 12 8 .9 !3 20 7 10 _ 14 21 6 1 1 15 N, 22 5 • 12 MILLER DRiV£ 3 23 .4 13 13 12 11 10 F 9 2 24 3 14 RIGHT OF > WAY 25 t 15 4 7 6 T 8 I 26 1 16 AVENUE is 14 13 12 11 i 10 8 i 9 9 10 4 5 6 7 8' 9 6 It T 12 ' TERR 5 12 ,Are 6 13 19 18 117116 15 4 13. 5 10 14 14 !4 4 15 9 10 { 1 12- 3 13 3 16 , 16 2 17 3T 36 35 t 1 34. 17 > 33 R 13 14 IS 32 DRIVE 16 31 W , tXt+Vf I T t 30 29 28 27, 26 2 ; 2t 23t 24 18 19 c 20 21 2272 3 24 25 23 2b DUNCAN STREET . 27 18 17 16 15 - 14 13 12- { I. 10 . 28 I 2 3 4 5 6 7 8 9 DUBAN STREET 30 17 16 15 14 13 12 11 10 9 Jo . 31 3 4T 5 6 T 8; ; ALHAMI 'A AVENUE 1 ' J 9- 23-88 DEB. A DED NOTE 4, I RECORD DRAWING DATE, DWN. Y DE. RE .00 A r . DRAINAGE SCHEDULE SUB- BASIN NUMBERS AREA IN ACRES ' -1 38.1 3 20.4 4 2.6 5 6.2 6 4 5.3 . 7 22.3 . 9 132.2 10 ---- a NOTE AREAS SHOWN THUS.: ALUMINUM RETAINING WALL. DRAINAdE AREA MAP A- PORTION OF SEBASTIAN -HIGHLANDS, UNIT SEVENTEEN 4 SEC. 19 , 20, 29,30 TWR 31 S. RGE. 39 E. a f . 1 ✓ I / tea' SEE 2'�✓�%� '70 /s T� 6lERICADES 6�✓ �23EF Nv23.p SyE ¢o/2 IN . ✓ , 2 4 0 /75 7.! 24.8 09. 0 � 0 25.0 !NV IN 22. ''/NY OUTZ'� S$ ...............22. el 14 22.4 s ST�A TTD/1/ 10 �o-/7x/3 CMP` N , ✓.'�fa' i •� 3 ' -�� 3Co'- /7 "X /3 " CMP art I CD - /7 ,ri3 CMP /S 1 61r�/ N v __ 4 .9 QD - �7 ,ri3 G MP 36 / 22:2 233 U b p N 22.G a /N ✓ ( a E. /M! 22.lo al /Nl! 22.5 �j INV. 2-c?T�� �� �j 21.8 k. f ~ /N V. 24. 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UT. 3.0 N " r G \-- _ill yL DEA N I 0.2/1/E 9s� �� 22 D1�E h E r k 0I\ I ,��\ o ESM'•�T/� 50' R/w A.2 A-L DRANAGE 2/W "LIva/ 4�40_O4 E2 M0'' 7 (� � � i -- - � � ,- �� � 4_ ---- �q' � •+zs. i \ l � Ott � \ x s4.b � 7 \�°� I I ( o. , `� ° `` ' 'f-�"� t4 Ka•' xtik r- 65✓ �. �� ,/►/� -7 I ti J , /�N. /N�/NV. OUl '�o' 'v4\`' A _ / tip'} �5�'-Pa'x/B.,CMP 224 / '$ �1.� . / by 6 ` 0 ( �� /� �� x'% /NV. 24.4� / /9.6 � 0 (� 50 3 �- �� i � - � /NV243 .-��•:9- I/NV.Z�i' tQB✓ �,cy \ /NV:�d� " � ` 23 1 . �. Cic%4 RDRA/L. �j0 0 + \�J. ' ` I /1 ��'�. �/� xw. ,� x,1�1 2�•� ' 22.9 2 xti \ ST.�EE7� 23 29 . ,� , ( I OV / Y Li f7 / 1' N. S/DE 53 SEGT/oN A ' C V a � LIMIT OF THIS ..PROJECT s 26 27. r ZbS. 09 25.2 253 8 S _ 300 r AU J.I. ` ?c xtw1�- 5 x 2� 1.k� s Y �, �j \ / __ - �d`r 2 �jf'_2J'x'?O /1►tP'� z°"s • N N h x � Q � ^✓ 23.lc-/7 x/3 CMP - . \ / ® 5 , ✓ 6 \ % t� .u,t x `j p lb 15 z2.3 (�R�►�O�R�%N✓. 23 $ �J j•22.2 � - r / ° s \ rz %�` G f i \ h �• \\ ` tc .20.E O 453 c ti� 1 \ •k �h \ ^� R • W -' S��/ 7 00 /�� �� \ �`/'\ \ I ' ` v /' -J KL.1 ( I ( 1•'�' . 1 F- u, Z 'Z G ATC H S A ri !,RATE EL.21.6�. \ N ^3 .,Ali ay z48.00' &-� = `\ 1 � �.5/ Ol� A/V �,Itu C J 44 \ 22 .o ✓ �� 2r9 ✓ }_ 400, 2D. 8/' c O. 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RIIAMI .fL4R�DA 1 �. • ` , �I I 1 : , hti�� �` �Z' l PAVING AND DRAINAGE c^ IV p T t'� Sueoi �,yo€a 1 �J , p HIGHLANDS. G W y.J I x, -� r � ,w = , � � - � � � A PORTI N � OF SEBASTIAN x N �I . � _ \ � �/ -z�.� UNIT- SEVENTEEN - h= I SECS. 19, 20, 29 8 30 TWP. 31 S. RGE. 39 E. ti STUART P. SMITH CIVIL ENGINEER v ^ ` 7•i3-2B /;rP RECoao MEgSU,¢6ME,u7s REB >3 REG. E GR. No. 30163 MIAMI FLORIDA RECORD DRAWING - TE DES OEE IPTI ON rWD .Y APM NY DATE: SEPT. 8(o DDBN. BY Ctt•D ET: REIEA:EO tY !MEET N0. N H EV I I 0 tE tiow DwN. �r: rEa Ar►R. BY, 3 of 10 ii N 2. 8B- 094 x= :� � ._ _ x �• 22.$ TOP ER • v20N���:- P /uV OUT: SHEET w / ✓ I 1 9L TZ . /9f °TCS ,V..5.�3 iI I 300✓@-0-000- . /N/ 20.5 ( ✓ � l .- 'I / I \ / I MIAI1MUIdl BECK ELEY, .25,D►!' I mo` 9 ✓ \ �� I /! i r✓ /�/✓. 7-20.6 \ 22 D N U P'STKe_AM OF O T?UCTU 2K 22.4 1 UPST29-AfYl OITCFi ?,OTT. /N .2/o ARMOR I \ t 5� \ 22.2 / t Alan v✓f_f1c A26 AT -2PS I -02.•¢ \ MIAIIMUM. 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( X OI 1 III n n VIE 0 Frzm THE (►1ccrm R/W R�W SECTION H- H W 2°` �� �J ,4 / N •50' D,eAiNAGE R/w, ' III I �1 0 SEE S A ELTS O1 i I 1 F Ot 20', N.T.S. � by 23.4 ( q, ` \ h I \� .`'►� / ��/ / � ESM T H�� ��HI� 24-0 23 t 23.5' : t +f ^ i X �4A M1h k �k�`":t /.¢/- I • SIMILA C. 00MST1ClLCTICK 'DETjkBLS 11u v. I Al 19 . I PuY 0 u T 1 °1/F'SS14 1. END 8� 9 lv1 /-SIN / TYPE 'I" ✓ 1k�- \ ��7 •� p� N 1 ( „Nk C/ITCN b1R5IKj 8 \ W E SO � TE El. 2Z.Z� - - 1 \ iQ�W �/W � , 1 / 4O I P ✓ TYpE • I 9 / 1 20, 50 DR�1 /NHGE R1►V 20' �\ O \ '` tuV IN 19.9✓ 11i't OUT 19.1 CATCH PoAS►n1 + / ESM'T ESM'T Q I 1 2z.1 40'-!7 x /3" ✓ , "X �\ -` ^' GRATE F1. 23. Zs (ARMOR)✓ t -5 y A ` /.9r 48 40- /7 /3'` /47• Z1-v✓ ., ✓ z.F,� --Z 14' -T ,//+/ �7c ARMOR INV-22.7✓ -� p 40-17 x!3 CMP /41r, @J ORAIQA&EouTFALL RIP -RAP /S 35• DODU57Z1 Siuv.?Zb� 1 -2 _ \ h 4.0 9- INv. o .9YE/1�Uf z- -s- p ,.ITN EuEa�r DISSIPn7oa o 50 SEcT1oN A-3 if IT Q�024.2-use%-- 2s.! 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( \ / r�J VP ��y, ®► /�('/ D-2'�''° . V' I/ 3g 24 N Zs / 9. / `/ / C '" J 24.2 �'�c.,9 m C U C 2 -}- '^ K A _� h �• _ r 4 25' • C� s, ¢ \5 v o r 9. 90° COU� N ti ? N a �-4 . �,�2, g,/\N t1 2 .o ►� 4� 4 Z�,1�' v \N 0�- -c>" / J' gor>•o�, z4 ¢ ti k 20 .. \ �7�YP. ►� * '� �9 �`�' �� �p �� k ✓ / 3: f ss,/ 6UA/aDRA/LS t> A" %, \ti1'b/ /q+:�- x tiM 2O' /''?3\ V 150 / �• �J P h o• .?�' /B 1 �. �- LOT 21 W.S/DE53'E.6IDE53' � tiA' / ��.// I , ',•, (dI 0 DET. AREA a jr ,�16,% N 3 �J\aFi .y` -/j 23.2 ,/ NO. 9 A-� 21.8✓ �8, " �o -� �� 25 ey: 41 .S ✓ ,Q. FL-0-B- 23. / l,� pf �ti !' �l,0 2i6 'I'K �� ® b� `. _ 4 BOTT. 3 = I S.S:/ /7. 1 NYC \ z'3 �,. ✓ ✓>� o 3--� --� � \ti II \ r- ' I ?o. -/�'al cno✓ `' 1 2 572 x ti x,�c, .t 25 ¢ SD �? � 25.4 0 23.9 \ 4 8 `/ -_-` o y A- 4 23.9' �- �0 2� nV 22� 80'-'4Z x 29''CMP✓ O 3 / rz� �ZS--� •9 24.8 xlzzf,� D,P/vf ,• 570 �i 2�.0✓ ?� 8 /N : OtlT ✓ G UAR D R A / L- Y Zy . 24. / i /N✓ Z .3✓ P ,, .2 �Y{- 2 - /5 CMP✓ 0 ti S N I , NOT INSTALL AS Q W ,P N/ �,, / D���f� 25 8 of 7-24 -8e ? /N✓. /;: 22.9�n�✓, ovr zo,/ Z - m -� �� Q 23.8 1 �/ So' 'Die,'%/N.9GE ��W / 2 -v �� �x x ,/ xZ5.9 �1 24.G 23.9 • kt / 'T E M'T /D .90-a-aaQ;� /� ESM 5 Z�� A- to Y 25 /Q3 A- 5 ' ' ✓ i 26.7 �.I 24 � 8 Q -` 3' 30TTU,tf T,�ACT F sz 7�' 1 p'e' �'^ 3: s s r " ��W A?� ET• 3 Nx J \ 24.4 (24.5 5 ¢p.Z/ icl5'• ✓ � .6�CMS✓ x 15-3 ' , J qy.0 k 50'-35 x 14-" CMP✓ , , iNV, 22.0✓ ZZ.�.�) in rtiyy 40 iv✓. /NV. 01/ f 4 BOTTOM n / 2a2 -14-4- e 2a.5 / ti� �-1S- T /9.5 ✓ I v 3 : I SS "'� ►�. U? . H 23 / ✓ 5 ✓ e94 4.3 `,� % .. x ZO-/8 . �! CMP ✓ � GuAR�,eA/LS � � ¢0-17 xl3" M p'�--`� / /! / j if S/DE 53 "E. S/DE 53 • • Y i r .v /Nv./N 2/.8 /NV. OUi t M 23.3 /Nv 21.7r/ / -/1 v G'Mo i Z3.8 V ,y�' � ✓ zo.o� �. �j ��' � �• 2 / /. 6 xZb.� 23.�c h ✓ /7.2 /2•/ ��j� k %. Q%% ^` ►/ 1e1� zz2 /8' GV ROR.�i�s `//l%N NVJA12 ¢46,1,0/T, / 25' 29' �./ \ -i- Q 'L'4 T0/ / / / O/ Y r ` \ 1' .O --->L r,$EE 1 / SECTION A - 7 > �� � � � I 25.o ts• $ b 0 ,{ N. T. S . N s ,1� lw 125 4 O o' �` _v_&e6,; - 2s 9 3 95. 8 6 , G' _ 11. NI -F---- --� -• - '' ��Z) NINE BarroN P �/w 2 W R/W / so' O2A/NA � � � � •�-9-_ /SZ .J .. ?Sp✓p C�_ .- �/N�z✓.-2�a228 2 4-Z�.lo¢p/i l/NTY'/-c/3$- P✓ 56.5o' 01EA/MACE 2/W A/3 2o•T '"/��SMT E5MNV s6% 5 g I REFLECTOR BAke/CADS rj! 2i8 sag ,/ 20 - /5 �� CM �/�SP _ 20 =/5 CMP w/SP.. i ✓ NY fur o o✓ O 49' p 49, 25'.9 /Z� \ /N✓1,V /iV✓.Ol/T?D.O✓✓q` N�. Hg%93,v cm P INv.Of� /.�s✓ 3, / ✓ GENERAL DEVELOPMENT CORPORATION _ c/�P \ Ham' ✓ �°` MIAMI FLORIDA ALUMINUM /9.4- /94• /gs� � /9., -�- PAVING. AND DRAINAGE BETA/N/ems 25.5 HIGHLANDS - - ..., A27' - ` `' _ ; 25.8 �� =- , �• , -' ;• � A PORTION: NITSSEVETNTEEN SECT/ON 5 SECT/ON A o 2 x U �-= Al. 7.5 N. T. S . - lz�xti S. 19,20, 29 8� 30 TWR 31 S. R�E.39 E. SEC S 4o'-/7'X /3" C ✓/?/ STUART P. SMITH CIVIL ENGINEER I� /► I� ARMOR IN 2 7-/4 a& ,eEa ,eEcoeo ME.9sueEtilENrs vrp REG. ENGR. No., 30163 MIAMI , FLORID SECTION G - G DRAWING TDATE �•BY DEICRIITIOM CWD h' AM. f�Y PATE.5F_PT. &P OfGN. OY: CK'D fY: RELEASED DY: SHEET NO. R-ECORDc s F / SCALE: .N' ff'Y: d w w. AKR. BY: 5 Of {Q N.T.S. -SEE L � /-7 � REY1810N8 s�� MINIMUM TOP % OF BERM EL.22.Oy GRASSED 4:1 S.S. 20' WIDE (MIN.) LITTORAL ZONE. POND BOTTOM EL. MAY VARY POND BOTTOM EL. MAY VARY P.O'WIDE {MIN.) LITTORAL ZONE, IO'WIDE x32d 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 2¢tb - A � CONTROL STRUCTURE 9 CS � ���� � 22.0 SHORT TERM QUALITY SEE SHT.8 FOR DETAILS t- • DETENTION VOLUME ' III 165 -✓ Ifi 5j� EL. 17.3 16.5� IIIIIIII//r/ III II // 111111111//// IIII III ////r/ II IIII /// 111IIIIII I�I�III / //III /�//IIIIII i // dIIII /� III///I III/ / IIIIII��// - --------------------!LI_ 44WA, �-/////III II IIII Illls/////✓IIIIIIII///////II// I li II IIIIII II11111 III I E3 II '. I fllit f � I I I i I I((III �///IIIIII I II I Illdfll / IIII!!/ II II / // I / IIIIII-------------------- 11 I IIII% it IIIIII IIIIII // ►Illl// II11111 Illllllf ///%///Il /�/////I �u�l y/i,11 II III /11111 //// 111111111 //////I77, !I . �•:� ----1 E I � IIIIII I I x LL_ J L� SECTION �IA_A11 - 'N.T.S. 11 Q Q 11 �[I<IsT:.lt3 t.w.Jl (A 11T Mi.�IHot4 ` SECTION L - B % bMIJ& VALLEY AVE. 7-- TOP 9L. tl.t.4 5EE OEfAIL 41 o1J THIS tiHEEf Ilw.c�•Is.l� N.T. S . (2) NNE BUTTON REFLECTOR BARRICADES - 1 t) eK1• .ab I , CK14f11JG d~fORL� MAl1J �+ ry1jV.Ia 15•A lay.OU'r If.O i2) EX1tiT. !oD-57'x3b"PIPEy foP C1.• 19.3o (4) Ex►S (. "ao 4Z'"x 29" 'PI PEh 9 Cis WE1R GREhf E LE VATIO J 17. 5 ✓ a , II.lV• IIJ 15.(o 10V.OLtf 14.8 WV. I1J Ig.4 IN�/OUf Ib.D , \ wEIR LEIJGTH I ✓ / wY hEE aHEET b F0I1 DE (AILb �� • ^ F R/W ° KEEP FLOW LIME' AT ELEv. 15 D _� �� /�✓ 2 B ,` � l dKI*T1►Ja fh*1A POLL -► r o �_ -- 20-2 - J Z 2 0 4 +14 9 �g lam- _ '- - _ - I � _ �-?23 ��_ � � •o' - _ _ Z/-�iL`�• � �� J Et�Ibfi11G PITCH `'.o C I -- -- - � �4 EKlsfi►1G O:fGN 1 1 0E R M / 400 OF RE AIIJIIJ G VIA LL _ _ l.�t 1.1 L.+u►n to P of 1 t I / 2a 22.le nl -� f/LTEA Bft.J-- � TOPE lto.5 f I 1 = t�S� �„- 252�- �� ;�y%J%� -� ts-��- -�-� 5�-- i\./i^ •I Ls. ~, I I I 1 Z7� 11 r'l^-l- '��>' _ ��1 ✓�� �l _ / /��30 ��� \1/-�/�-zT�, -� .r.,��, \ ' ( L/ n°, V --� I 1 �l .� 1����'i.�11 W PR o Potit o to P o f 6Ea �n E:Iht• bA►111AAY Uef 4tAf:o�.l x I 1 I � I' / � � � X 31.1 k'jD• - 1 / % �" -\/t � � O -- Z _ I I III J = - �_ 22.2 �' i _ ^ ! 1 � �._ _�\2j \ Zt. �V/ ` �✓ t•'�`� 1� � aw � v + I - III I �/ //���/�i4-- -- _ _ �\ q \\ 2� r' �DET. AREA^ �t��24�^ - lam cn _ ------ (� 3, I Na f �-�� I 0000 X �^ � s ss• 15 1 J 3 11. 11 „I v 1 � ti ?j \ 1 TPA C T. Q} < N (11 III►! ,ail I 2�� ,k \, \ \\� ;�� / A n� �i ��N A o R/�, m�� cs f f f ) . °? fAoro4Ev wAftA corJTAoL btAuofuRE I. w1 H.FIL ER 6EE bHGE S fOA Ofc AIL s � r� � � \�� �� �11 � x� ,q� a `' \ � � � f It ��, . ♦ ( Al gYlb 6TROE'f w R�i-t/ � � � �\ ' (� � vim^ � �� � \?� � ��\ ��� i ¢ SO' 02A/NAGE /W Ilt 10� \ FOR BOTTOM ELEVATION 20 1 20 2 11�\ �• 5 9 0 _ �e �c� \11 I I SEE SECTION t A -A ` T Q l . � � 11 s � 1 1 .1 , t;�1 • �. f " I h 35� � � DETAIL # z jj ESM ESM T I IIIp� N --\ x ` I ` , \-��I �1 ] �� `�� N.T.S. I , � I I •�\.15i /. /1 � f _ � -\ � ` ��O' � 0'� 4-1, . • ..'h�' � 1 23.5 p f- I r I �._24 / `�/` \ / \ i /vim[ ` 23. \ J`\ s - Gt1ARDRA1l N. SIDE ZIA I J 2 O 23. i 1-1 W l so'-� I 1 / a / N� //' US ,� �� o� �� ✓% O F589 - b tit e - �._ • a. �� � o � I 22.8 3 11 ) n J ��- s• <A. - i _ ` ( � 24/ 210 1 _ - 1` Q Q �� ? 4: t s 5 MIAI I M Ilk AEp.11A SECTION A -9 -s93--�. ,t0� 2r ELEY. 2L.0 N.T. S. O ~ : p W �o \ a Z 2l: S \ O� 1� ! 1 J � � �Fc.-✓6-z�- , 8 IZ� / . 5 ✓ "'l°- ' !� I� •. • I ` $ Q o x ,� \ \ W X S2, I o. o✓ 2�3 _ /8.3 /,/ A . ( �� �� 9,l TPA A C T t • . a w Y to o✓ 1 1 1t �- 2/. / ✓ ��op I� 2 y W m \\ ' 1 xN L I3\ N GUARDRAILS ��` to 3F'- b. ° �b 8V ti 19 f�'E/R C�PEST EL EK /7.7'� C trj Q N cv ) Q �y // .� . d 1 ,60T M 1 \ -' �� W. S/DE 53' E. SJDE 53' �� �; J� 5� I� l�v RI�P� I f f <FoR OE'T.q/LS, _SEE" I • . P_ 1 Ta t: n•. �� q /2 Q \ -.� (2 J �2�� AR 100 50 0 100 :DR!(/ # 86 -09 5 �' o Zt N �, 3: / S ✓ _ - 1 I m f _ 1tY� FL ��- \\ xi°A ,�� ttj �� \ �j0- 12� N A-9 1 I x to \ 20 -/tea' t:�P 2'O I .30'2l� \ \ r So' 2° /N . q'/T 9. /9 \ \ \ O / Ci \ \ Pw 019 I(/ • Li I ' � � N •9 \\ � Z2� � O b� Poi �, � I I N / Z'a� 2/ ✓ s✓ GUARDRAILS t ✓(� 2/.O tV W. SIDE s3' E. S/OE 53 \ 0 / v L TZ A VE. \ Ac uM/wM .S sreocrvRAL Rlwl AlG U /NUM 5"o' oeA/NAGS' I2,1W 1 1 \ c� �C I ieersliviw� 20' 20 I >' O N , (ARMOR) \ .� Q 575.p � 2�' � • yvACZ. - ESM'T ESM'T 58t� 2 4�- 3., /Z/ 22.5✓ /9✓ op 20.9 ` 1 .557 E'ET \ h� h Q 224 I� 22.2 � 279 ✓ 23. I 273. 2✓ o J 8P 2 z. �� 3� 22 �• SECTION J _ J ll N.T.S. n Q I I I 1 ♦-�22.l. 1 \ �3 �Ny ?O / bZb \ 'i ` (ARMOR).- -522G 1 79 b 12 /9' so- ;� .20 GENERAL DEVELOPMENT CORPORATION'- w 21171 2 MIAMI FLORIDA gF_cT/ON A- 8 I iI 2 \Z \ N. T s, l 4 PAVING AND DRAINAGE J A PORTION OF SEBASTIA EHIGHLANDS � UNIT-, SEVENTEEN SEE syEE�` /v 5 SECS, 19, 20 29 a 30 TWP. 31 S. RGE. 39 E. �-/• 7 ,s Im dTP ,B6CD,-D MEASU,2EMENTS ,eF 2 STUART P. SMITH CIVIL ENGINEER JAv87,J66 AOOED POOL? LITfoRAL 6005 KUcT1oIJ vetAll_5 REG. ENGR. Nix 30163 MIAMI, FLORIDA ..RECORD -,.DRAWING .ATE Dm� DENCRIPTION CR'O BY AM. MY DATE: S9 eT. 8Co I DS6N.1Y. CK'0 BY: RELEASED BY. $MEET NO. I SCAL9:A->,-9,WOwIJ OWN: 8Y:JFA4 wM AtPR. DY: 6 ' OF 10 m RECESS NU't SOLTHOLE aw • `d e. - ,� \ POST a • p . I �� r, ; 1 Sl_ON HEAD BOLT s .. / ALUMINUM CAP ; RAIL SPLICEvFl STANDARD FDQT " 8EA " 64sa CHAMF , (ft) - L (ft ) TREATMENT -OF "L 0.1 TO 1.5 20.0 SOD 1.6 2.4 RIP -RAP 2 O 3.0 RIP -RAP 2.4 3.6 RIP -RAP 2.8 1 '42 RIP -RAP �. I I4w t 12 GAGE ALUMINUM OR GALVANIZED STEEL • - _ -- - ,. w: �\ . • • . `,: aAS ` SWALE PROR LE - SEAM HER ' ' 5/6 DIA HOLES _ 4 u ,/ 000 SARS i. n r .STEEL! " • /i WASHER ! I 6 CRETE SLAB 4 SERIES B . �� W/6 x6 #4/4 WIRE MESH t 1. UPPER CASE LETTERS � � � • � l � " " � 8" 12" 2500 PS.I. CONCRETE12 18 all •/ /ice � 1!4' i - F SURFACE COURSE • 4" MIN. ' TYPICAL GUARDRAIL SECTION `CHAMFER w I • 4��'•q T . •tom .r. :`;•r' • . Ja i ;ri:' .rA•r, '�► 1,(4" - 6'- 3" 6�-3" ••�•'�4': �.'•;�`: �. , xT'!; ti •-----' BASE 1 -s CONCRETE: POST DETAIL •... i .: . SEE RAIL SPLICE :- � ..... .,. .•.. SUB BASE DETAIL ABOVE :� r . e z 2" GALVANIZED ALUMINUM PAST 1 ' _ _ _'5=1 1- t ! l• !. t tqJ.t Y /I.YwAtl1. .! V • 3••4• • SI• .p• 2: S G.wflw w101 Sow E w r°pad _ • A—O.� —OL92 . 2 T ' RtN�OKIII� _ ��.2 I. ALL EXPOSED CORNERS AND EDGES TO . RR�! R� - 44 a 2•eci BE CHAMFERED 3/4' . ` f 4 "ALUMINUM TUBE 6`1 b A = 1".Q3!� M \ • A = t99.$S�� w f . ' pen, ways - 1IL w I e = 2$6w IS 3T e = 2$$0 IS 3T _ _ �T._: 2. WHERE' UNSUITABLE FOUNDATION MATERIAL 0.188 HALL THICKNESS X- . i . X • . X- 2.0 , e � I IS ENCOUNTERED AT THE FLOW LINE ELEVATION _yE N�3 1 I OF THE PIPE, OMIT THE FLOOR AND EXTEND THE A * 21A3' ; - Gomm %ft R s 23 3'+ _ 13 ~ I df s� I WALLS DOWN 'TO SUITABLE MATERIAL. BACKFILL T= I I.I$� X T A 21A e = 4$'11,16" -; T = 11.1 0.42' 1 j INSIDE. OF CATCH BASIN WITH CLEAN• SAND. CURVE Na 4 j CURVE NO.4 SECTION A•A g' DEAD END SIGNS SHALL BE POSTED A SUFFICIENT R = 30 X I. 10 R = 30 . - X- ' , ADVANCED DISTANCE TO PERMIT THE VEHICLE OPERATOf A = 241.1$� w • A = 241.18� * M` TO AVOID THE DEAD. END BY TURNING OFF IF POSSIBLE, a 2T6' 22! 31 � - CATCH BASIN TYPE AT THE NEAREST INTERSECTING STREH. � ,, e = 2T6' t 12! Id Id 2' N.T. S. REPRESENTS ENOTE 'REPRESENTS THE ' _ _ CONTROL ELEVATION ; • ,te.: THE PAVING FE SHOWN ON THE PAVING SHOWN ON CONTROL ELEVATION I DEAD AND DRAINAGE PLANS � AID �tAINAGE PLANS ,.. U END _ INO CONCRETE FOOTING IS -: _ -- ' REQUIRED FOR REFLECTOR x SUPPORTS 4t"ORTS To FLOW -OUT , , ,_ FLOW - IN ' BE DRIVEN 3 INTO GROUND. AF'F'KUXIMAI t WtIU.N I II ( IDS• 1 CURVE NO. 1 X -0.$3' X - 0.83 — CURVE NA REFLECTORS SMALL SHALL HAVE_ _\ R = 3T— ' _ R ='r$S • =1 AGRt� WITH 3r0 RED K j i'1 i T = 3T. 0� ; A = 32.46� REFLECTIVE BUTTONS. l ®I • w I T= I T.30 w GENERAL NOTES e = 33 0�4$ e s 33*&48 _ x • . I j �71<RL.M. • $ B.P. '` • I ;� `' "!I 6063 T6 ALLOY, 0.065 GAUGE 3$ CHERRY MATE RIVET 3A�" - (GRIP RANGE 2 `o R tV aLOT � •' . ALODINE 1200 FINISH I o o ASSEMBLE WITH) POST7. w TOP VIEW 1 $EAM, WASHfRNUT AND I/4 RADIUS (TYP.I i i f CONC. L Thread A tication 1 w full L"oh Rail SpAa Cott 9 VI V Post soft DATE DWN. BY DESCRIFTION APPR. BY REVISIONS STANDARD DETAILS A PORTION OF SEBASTIAN HIGHLANDS IJN IT SEVENTEEN SEC 19920,\29, 30 TWP. 31 S. RGE.39 fienerat0euelopment / A ww d ID op By PORT CHARLOTTE MIAMI ►0*f3T.LUCfE PE NO. 30163 rL6111110A STATE OF FLORIDA ATE SEPT. 66 DSG BY DWN BY W.M. RELEASED BY SHEET NO D. BY APPR BY 7 OF 10 iCALE NONE TKI 1 owc 88 - 094• 9 / R/W 3 7 _I 1 ' • YMI�ICJ n11 rl r%r eV e71VIn -- _-- __ -. - _`( uwr i • riOF RISER PIPE ✓va_v .rvr r r .. ra ..+....v...r.,r.,v COVER MARKED "STORM SEWER' J. ve A WAY TYPICAL R . N. ROD. INCLUDING ALL R/W WIDTHS 6'MIN. CONCRETE ALL AROUND. _ N OT T C .SCALE - THREADED CAP AND STUD - CA VALVE SOX - NOTE - AND LID. o ONE CUBIC YARD OF CONCRETE _ - 0 0 ENCASEMENT: KEEP CLEAR , , „ r, FROM NORIzoNTAL PIPE. ON MINOR STREETS (50 TO 70 R/W) CONSTRUCT COMPACTED SUBGRAE 6 SOIL CEMENT .BASE, PRIMED WITH I A.C.S.C. TYPE II e'-ee•F.wc Euow `. -'; ON ARTERIAL STREETS (80' TO 100' R/W) CONSTRUCT 8" STABILIZED SUBGRADE ( 50` .F.B. AND 8" SOIL, .e;:. I CLEAN -OUT :� ..t ': CEMENT BASE, PRIMED WITH I A C.S.C. TYPE IL 6x��.�6•Fv.c.trrE . 9V 41-•011✓ I 9„✓ IT- # 6 BAR —1 I # 6 BARS 9V GLUED I 1 ::.:.•A::�: l.•:'.':IJJ ::c••- - e P.V.C. CAP PERFORATED PIPE 12 AT TERMINUS - '.'•.::!• �::••;. .. 1211 ,I sr1 w r y TYPICAL CLEANOUT DETAIL :::�.....� N.T.S. oZ CLR. J { It z a } aa: 0� #4 BARS > o FOR is I �-- _ SEE SHEET 10 . 0 C 3 _ �-' WALL DETAIL A '. A HEAD I_. z • co #4 BARS a1211 P z oo SAND - :.,FILTER °' TRENCHIL 74 I IL 2 x29 CMP 28 - Wa: _ - °:g a r 0� 4 -0 3 CLR. u W 31CLR. SECTION B-BECTION A -A N a tO" a 42Ix 291CMP 74 : 35'- 42% 29" CMP✓ FOR HEADWALL a Trench tExlst-ng -- - -- Construe,t "W povemew t - - _- '.. '� of rood.o Trench A I i A L E.•st Pa,emeen pavement shalt be ' ° PLAN Tact 'mat all silrfeet:s Surloce Course to be and edges the same as adlocent Vanes roadway surface J ®' ® Sole 6" Concrete 000 wife mesh 9, compacted layers i PPS Pe'i-i e'd ee���e�e�•�e�e���•���eee� . 1 e °�V• ��j�ee iiiiei ���• I I t level One (II foot Q" r conduit or cable , lh 6 Verus compacted layers. SECTION A -A PAVEMENT: RESTORATION DETAIL I'-O ✓ III-011✓ , n 2�41 I f - 0'✓ II 9 .� 11 9 I I TOP OF WALL _ 1 ELEV. 5- - I WEIR CREST n - ELEV. 17. 3,/ _ n� ---� ELEV.14.5 L—_J ELEV. 12; 5 1 : W :::: 11 1 11 Cn x o a :: o SEE SHT. 10 _J -1 a g 2 _ 0 t� � o I::: , DETAIL Q v - _ 6 BAR m !� 1 41- 42 x 29 CMP 28 B — /.:,•• I _ a • 1 r Z M v �— —}� I _ z 0 W 10 OPTIONAL s1 ::.:•:: Cn� o= PLAN VIEW ELEVATION (FROM POND o CONSTRUCTION #4 BARS @ 1211 11 I TYP. cnw JOINT (TYPICAL #4 BARS 12 Dh to BOTH SIDES) �.... a _ :: EACH WAY C° -� °' W a (p o `�' a _o �:::•.. PRO«IDE A CLEAN. OUT ' %E VERY 100' O PLAN VIEW CONSTRUCTION RUCTION_ '►- - . � - CLEAN T J. • I/2r'01 HOLE DRILLER , : MAINTENMANCEI (2) EXISTING ;5711x38u PIPES BEYOND „ CUT REINFORCING AS ON TOP OF ELBOW PAVEMENT TO BE RESTORED # 4 BAR 2 12 NECESSARY TO CLEAR PIPE I INV., ELEV. 15.4 FTO EXISTING CONDITIONS. SEE ( ` SECTION C-C TYPICAL REINFORCING TOP of WALL •' . DETAIL ON THIS SHEET. ������� i.r .�ir,....i. ELEV -iAI: .3 AROUND PIPE WEIR CRE T 801✓ ELEV..17. ✓' R/W SCHUMANN DRIVE R/W It : - POND BOTTOM.. : - LO • EXISTING SLOPE TO REMAIN r 32 -6 ✓ L V• 16. (I) 351- 42�1x 2911 CMP ✓ 1✓ t tl CLEAN OUT 6 -6' 9' 2� - 9°✓� 21- 911✓ -Er-6� 2 74 Pvc /5_4.r g' ✓ 5'-4" I'EXISTING DITCH S-5 '0 0.5r4,. SUMP BOTTOM \ •'4 F WALL AT ELEV. 12.5 PIPE INVERT ELEV. 15.4 TOP 0 I I , ELEV. 15.4 ✓ TOP OF WALL - . ELEV. 20.9 ✓ OF PENETRATION : W ELEV.15 5 , ' 90° ELBOW PIPE INVERT , WEIR CREST 3 SUMP _ ( ELEV. 19. WEIR CREST " ELEV 19.1✓ , - SECTION ( LOOKING WEST EXIST DITCH TO BE = I - _ I UNDERDRAIN FILTER I I I RE -DRESSED TO '�.:;• q?"_:' POND BOTT. 81 BOTT. 3 I S.S. I _ 1 r ELEV. -1.8-0- I \ re) 3 74 42 x 29 CMP 16.0 INV OUT, °' ' LQ�-�� — _ R E - INV.IN -�- DETAIL OF CONTROL STRUCTU 17,9 r Ql �I�� ISQr - 9C N.T.S.. • GENERAL DEVELOPMENT CORPORATION 41 - 011 - ELEVATION ( FROM POND,) MI�aI FLORIDA.- TYPICAL R6ADWAY SECTION AND STANDARD DETAILS -. A PORTION OF SEBASTiAN HIGHLANDS DETAIL OF CONTROL STRUCTURE UNIT SEVENTEEN 1CS SEG. 19,20,2§a30 TWP 31 S. RGE .39 E. N.T. S. . r STUART P. SMITH CIVIL ENGINEER • ' -/7-88 iPEB �PECOow MEA SUREMEii/TS REG. ENGR. 'No. 30163 - _MIAMI , FLORID DATE owKor Descal►rlon CR•6 6r A► * By SEPT. 86 0�0� or cro �r .. Rt►cAsoo �: >u�cr REVISIONS c: NO NE ewn rr: � Rr: 8 0� 10 Ol!/G. Alf - 88- 09.4 B- SAND FILTER a OUTFALL STRUCTURE SCHEDULE PERFORATED DRAINAG SAS TUBING LENGTH' A C D E F G ii NO. B DIAMETER 1 CS - SEE SHE 0.8 FOR CONS3WICTION DETAILS 3 CS 17.0 18.9 21.2 371 VARIES 14.5 14.3 OF 6110 PIPE 4 CS 17.0 17.4 II 2 . 61 VARIES 14.5 .00 4.3 61 OF 6110 PIPE 5 CS 17.0 18.5 21 21.2 I 1 VARIES .100 4.5 14.3 1310F 6110 PIPE 6 CS 17.0 18.0 51 21.4 F2 7 2 1+ N- 14.2 14.0 601 OF 610 PIPE P ED 61 OF 8110 PIPE 0 PIPE 1211 TOTAL LENGTH 7 CS 17.0 17.7 1.51 21. 531 VARIES 14. 14.1 531 OF 6 11 0 PIPE 9 CS - 0000, - - - - - E SHEET NO.8 FOR 0000 C TRUCTION DETAILS I 19.5 19. 5 31 25.01 - - - - !NO FILTER AT THIS LO . 1 5Ef/!/�1�1,4�f/ I�gTE.PK/.4Y I ,.10./AEE.f/T !DT 6.P,4D/�f/G BE YD(/D �O� DT .PETA/N/NG I D� - - . IN,4CL BEYO" �LE4N 5,41VO F/L 1-4�e �.E WE/,P e.PEST 6"P"40AT/D�(/ Dot/ EYE4iV Ol/T //vv EL ,¢ I- ! ,erl;dll wG wozz - Bzaele QEYa" EX/5T EL .! D 5 m4l" C, T!/B 1$1.4llE.P !/P�TPE4.c1 TD L,4.P6E5T ODs-!/iVh1.PE,4iYI. 5EC'T/OIV FILTER' GRADATION U.S. STANDARD PERCENT FINER SIEVE SIZE BY WEIGHT 3/4" 1 100 3/811 90 - 100 #4 77 - 96 #10 60 - 87 #20 26 - 69 #40 9 - 43 , #50 7 - 27 #100 5 - 7 SEE DRAWING /V 88 - O 95 sh/EE T 4 of 5 4 :. eoT • G.P.40/.t/G • ' i .. C4,o I , ELE(/ O - -.9 00 Iwzz - C �C7C� Q D/TCh' �lfALL " oEr I 1 ' TS�i�/�.4L 5�1�t/O F/LTE�P DI�TF�JLL ST�PIOITI�.PE DATE DWN. B' I A {It 1974 AASH'To DIMENSIONS AND QUANTITIES Q N UJ X A . B 1.30 C 3.80 4.1 7 E I.17 1.50 2'33 3.83 4,50 5.33 6.17 6.83 2.33 3.00 4,67 6.00 7.67 .9.00 10.67 12.33 13.67 F 4 5 61 7 8 9 10 1 1 12 7 8 9 II 12 14 16 17 19 G 1..39 1 .715 2.22' 2.55 2.97 3.34 3.65 . 3.89 4. 14 1 .39 l .76 2.22 . 2.55 2.97; 3.34 3.65 3.8 4. 14 M N 1.04 1.04 1.04 1.04 1.04 I.04 1.04 1.04 1.04' 1.04 1 04 1.04 I. 4 1.04 1.04 104 1.64 1 04 CONCRETE (CU YDS) SODDING SQ YDS Single Double Tri le Quad Sin le Double Triple Quad Single Double Triple Quad Pipe 4.50 4.83 5.42' 6.00 6.58 7.1 7 , -7. -83 8,42 9:00 4.50' 4.83 5.42 6. 6.58 7. 17 7.83 842 9 00 Pie 7.00 7.67 8.83 10.00 I 1 .33 12.67 14. 17 15.50 16.83 7.00 T6-7 8.83 I 11 .33 12.67 14.17 1 1 16.83 Pipe 9.50 10.50 12.2 14.00 16.08 18.17 20.50 22.58 24.67 9.50 10.50 12.25 14.00 16.08 18. 17 20.50 24.67 Pipe 12.00 13.33 15.67 18.00 20.83 23.67 26.83 29.67 32.50 12.00 13.33 15.67 18.0 20.83 23.67 26.83 29.67 32 50 Pipe 0.25 0.26 0.32 0.37 0.42 0.49 0,55 0.62 0.69 0.28 0,32 0.40 0.49 0.57 0.65 076 7 0.95 Pipe 0.37 0.39 0.49 0.58 0.69 0.82 0.95 1 . 10 1.24 0.42 0.49 0.60 0.77 0.92 1 .08 1.30 1.55 1 .68 Pipe 0.49 0.53 0.66 0.79 0.96 I . 15 1.35 1.57 1.80 0.56 0.66 0.82 1.05' 1 .27 1 .50 1.83 2.18 2.43 Pipe 0.61 0.66 0.83 1.00 1.22 I .48 I .75 2.05 2.35 0.70 0.78 1.03 1.33 1.62 I .93 2.37 3.1 7 Pipe 20.34 2I .I 3 22.83 24.29 25.98 29.23 29.23 30.91 32.40 21.58 22.70 25.27 27.43 29.99 32.18 34.62 39.56 Pipe 24.29 26.62 28.73 31.26 36.28 36.28 38.78 41.10 24.36 25.85 29.06 31.88 35.27 3829 41.87 4524 48.26 Pipe .90 30.42 30.42 33.18 36.53 43.31 43.31 46.64 49.81 27.13 29.00 32.86 36.32 40.52 44.40 48.90 56 97 Pipe 28.68 0-58 34,22 34.22 37.62 4 I .8 I 40 50.34 54.52 58.51 29.91 ' 32.14 36.66 40.77 45.82 50.51 55.93 65.67 2 : 1 Slope 17 13 2 - 6 2.5 21 15 2'- 101. 2'. 5' 1.68 28 35 20 24 3'- 5 4 - 0 2.5 ` 2. 2.61 3.35 ' 4.29 5.03 5.1 1 6.79 7.53 8.46 9 39 10.14 t 4.9I 5.59 7.31 868 10.40 1 1 .78 13.50 15.21 16.59 42 29 4'- 9 2.5 45.78 9 33 5'- 6 2.5 57 38 6 - 4 2,5 5.96 6.89 7.64 2.41 3.09 4.81 6.18 7.90 9.28 II.00 12.7 I 14.09 64 71 43 47 7 - I 7 - 10 2.5 2.5 17 2'- 6 4:I Slope 21 2 - 10 28 E24 3 - 5 P2. 35 42 4 - 4 - 9 49 33 5- 6 . 57 38 6 -4 2.5 64 43 7- 1 2.5 TI 47 7 -10 2.5 j Beveled Or Round Corners _UD 1st! c �/ 1 JE 9 n I � �j Concrete Slob, 3" Thick, Reinforced Sod With WWF6x6 -Wt 4 x WI 4 'n TOP VIEW - SINGLE PIPE 5' t A qI or ?l x rrugoted Metal I1 p,peI I ) I I �I I II i + I 1 * o I :)itch Grade • Soddle� '4 Bar--!6. 5 Sod Slope: 4 1 Miter To Span Line For Pip Arch 28"1 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 2 1 Miter. To Span Line For, Pipe Arch 42"x 29" And Smaller ( Vertical For 17"x 13" ) _ ON PLAN SHEETS r SECTION 1 I For Pipe Arch 49"x 33" And Larger MITERED END- SECTION DETAILS I. , 11 t I L B B I I I Reinforced ei r VuiabN' - � € 1 i a .. j -xi Optic" Too Puft Extension A j W 1 A 1 LE.TYPICAL CROSS SECTION r 1 L PLAN W + 2A r" , EVATION END SECTIONS FOR 22A x % PIPE ARCH SHAPES NOTES FOR ALL END SECTIONS: 1. All 3-pc. bodies to have 12 ga. sides and 11 -ga. center panels. Multiple panel bodies to have lap seams which are to be tightly joined by galvanized rivets or bolts. 2. For 60' thru 84' sizes, reinforced edges to be supplemented with galvanized stiffener angles. The angles to be attached by galvanized nuts and bolts. For the 66' and 72' equivalent round pipe arch sizes, rein- forced edge to be supplemented by galvanized angles. The i angles to be attached by galvanized nuts and bolts. 3. Angle reinforcement will be placed under the center panel seams on the 66' and 72' iequivalent round pipe arch sizes. 4. Galvanized toe plate to be available as an accessory, when specified on the order, and will be the same gage as the End Section, -Span/ Rise Equiv. Round Ga. Approx. Dimensions ` Approx. Slope Body A ` 8. H L W • 17x13 15 16 1 7 9 6 19 30 21h 1 Pc. 21x15 18 16 1 7- 10 6 23 36 2V2 1 PC. 24xl8 21 • 16 1 8 12 6 28 42 2Yz 1 Pc. 28x20 24 16 1 9 14 1 6 32 48 2Y2 1 Pc. 35x24 30 14 110 16 1 6 J 39 60 21h 1 Pc. 42x29 36 114 112 18 8 46 75 2Y2 1 Pc. 49x33 42 112 113 21 9 53 85 21h 2 Pc 57x38 48 112 118 26 12 63 90 2% 2 Pc. 6403 54 112 118 30 12 70 102 21/4 2 Pc. 71x47 60 12 18 33 12 77 114 2Y4 3 Pc. 77x52 66 12 18 36 12 77 126 2 3 Pc. 83x57 72 12 ,18 39 12 77 138 1 2 1 3 Pc. i x _ Control Line (Clear Zone Limit) �( Independent Of Front Slope 1 , I • 5os � End Of Pipe Ftot` It ( See Note B ) Control Point When --- Slope Intercept I Outside Clear Zone I a END VIEW STANDARD LOCATION CONTROL £ND VIEW ( ENLARGED J TOP VIEW ENDWA•L.L DIMENSIONS (EXCLUSIVE OF MULTIPLE P/PC' SPACING) .. I X X (X�S1 (X.S•Sec , FRONT VIEW. FRONT VIEW -0 SlrtterrCr Outside r rpt ( Typ. 1 co Pips, (Ty p.) Location Reference Line (�e• Location Control Above) Dor Span; D or Spon 1 I i I 0 or Spon I ' I �6 FRONT VIEW IO�_� 3s 2- 04 Bars Tronslt'On 51 1�- 1 510V' a , a 00 rn� � fr i M 16• a 4„ B 4. E TOP VIEW TOP VIEW NORMAL PIPE SKEWED PIPE k LEGEND.' pt Pipe Skew S Centet To Center Pipe Spacing t X Centerline, To Conterline Dimension At face Of Headwall ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE' PIPE METAL PIPE ARCH Opening Area ( S F } Dimensions t Concrete (CY J x Eguiv t?� Number of Pipe And Skew Angle, of 'Pipe Spa Rise Number of Pipes-, A B C E F G S X Sin le Double Triple .0u'odru le Span Rlse Pipe I 2 3 4 00 150 300 450 00 00 1501300 450 00 150 300 450 00 150 300 450 28" 2d' 2.8 5.6 84 'IL2 2.4' I'-3' 5'-2" 1'-II" 1'-3" 1'-8" 3'-5" 3'-�' 3'-6" S - I( 4'-Id" 1.78 2.31 2.33 2.39 2.53 2.83 2.87 2.99 3.26 3.36 3.4L 3.60 4.01 2d' 20" 24" 35" 24' 43 8.6 12.9 17.2' 2'-d' I'-4' 5'-1I 2'-0' I'-4" 2'-5 4'-0" 4'-d' 4'-2" 4-7" 5'-8" 2.34 3.03 3.05 3.14 3.32 3.72 3.77 3.93 4.29 4.40 447 4.72 5.25 35 24!'30 42" 24' 5.9 11.8 1?' T 23.6 3'-1" I'-5" 10 2'- I" 1'- 5" 3'-4 4'-9" 4'-9" 4'-11" 5'-6" d-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" 24' 36" 49' 3:f 8.4 1 16.8 252 •33.6 3-5" I'-6" -6'- 7-d' 2'-2" (-6" 4-2" 5'-6" 5'-6" 5'-8" 6'-4' 7'-d' 3.83 5.00 5.04 5.18 5.48 6.16 6.24 6.52 7.12 732 7.44 7.86 8.76 49" 33" 42' 57" 1 38" 10.6 12L2 31.8 42.4' S-id 1'- 7" d-7 2' - 3" 1'- 7" 5'- 12' 6'- 4' d- 4" 6'- 7" 7- 4' d- 11" 4.87 6.31 6.3 6.53 6.91 7.74 7.84 8.18 8.93 9.18 9.33 9.85 10.9 57" 38" 48" 64" 43" 13.2 .26A 39.6 52.8 4'-3', 1'-8" 9'-6 2'- 4' 1'-8" 6'- 7'- 1" 7'- 1" 7'-4' d- 2" id-d' 5.88 7.64 7.7 7.91 8.37 9.40 9.52 9.94 10.86 11.15 11.33 11.97 13.33.64' 43" 54" 71" 1 47" 16.9 33.8 5C.7 '67.6 4'-7' I' -Id' id-4' 2'-6" 2'=0" d-10" 7'-Id' 7-Id d- 1" 9'-1" 11'- 1" 7.80 10.15 10.2 10.51 11.12 12.49 12.65 13.22 14.43 14.8515.10 15.94 1777 71" 47" 60" a GENERAL NOTES i 1. 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 . i, 2: Front slope and ditch transitions shall "be in accordance. with index No. 28OAF. D.O.T. 1 . 3. Endwalls may be cast in place or precast. Header reinforcing steel shall be Grades 40 or 60. Additional reinforcement necessary for handling precast• units shall be determined by the Contractor or the supplier. 4.,.On outfall ditches with side slopes flatter than 11/2:1,, ..provide 20' transitions from the andwall to the flatter side slopes, right of way permitting. . a 5. For sodding around endwalls see index No.281 (FD.O.T.) :. " 6. Payment for concrete quantities for endwalls skewed to to the pipe shall be made on the following basis: Endwall Skew To Pipe Use Tabulated 'Value.:. O" to 5" 0" ' 6• to 15° 150 " 16" to 30° 30" 31' or over 450 Z Pipe length plan quantities shall be based on the pipe end locations shown in the standard location control ' end view,or, lengths based on specials endwall locations" called for in the plans. 8,.Payment for pipe in pipe -culverts shall be based on •• ..plan quantities, adjusted fat endwall locations subsequently established by the Engineer. a DATE STRAIGHT CONCRETE ENDWALL DETAILS DETAILS APPLY TO SINGLE OR M.VLTIPLE IPE§ EQUAL TO OR GREATER THAN 24 0 OR 2�ic'20 ui ' f PIPE END. -TREATMENT DETAILS A PORTION ' OF 'SEBASTIAN HIGHLANDS UNIT SEVENTEEN SEC. 19 20 29,30 TWP, 31 S. RGE.39 E. A °...r °.nl.L:.M ate.• BY PORT CHARLOTTE MIAMI PORT ST LUCIE PE NO 30163 FLORIDA STATE OF FLORIDA BY DESCRIPTION APPR. BY DATE SEPT. 86 OSG BY DWN By "WM• RELEASED BY SHEET NO REVISIONS SCALE NONE CK'D. BY APPR BY 10 OF 10 A10. RR -n 94 i ■® � RECORD DRAWING ,x . DRAINAGE RIGHT OF WAY TRACT • N" wr' wE TRACT `0" •. . __. _.� _ . _.. .., _ _......- ..._ � _ INDEX TO ;SHEETS 25 24 23 2 21 20 I9 16 - 26 n \P 2 ,� fl 9 1 1011 12113 14 K, 16 'I. COVER S1-��ET 3 =9 6 15 1 ' 12 93 SITE PLANS r,� 13 30 5 14 2 11 11 3 { a' I Y 9 _ 14 3t i 9 3 10 I 2 C 1i IS GD - + •- 7CS R,1M = 12 4 g --3 4 3 SITE PLANS & DETAILS 5 FQ9 1 5 a3 e �+ y J 2 17 MALTZ AYE 10 16 a I J 21- 3 7 6 6 6 I7 . 4 1 4. STANDARD DETAIL 1 1' 2 3 9 T 20 2 4 19 6 3 --- — 5 29 4 6 9 5 QUANTITIES & DETAILS 6 7 10 11 .12 13 16/ T 4 x "26 ,' 6 14 576 15 17 li 5 IOCS 7 1 2T 6 30. 29 26 27 26 25 16 5 f! 26t T 4 : • . 31 24 17 16 9 6 26 fS 3' 3p 23 1s 15 10 7 9 1-. t �, p 3 4 5 6 , 10: 1 24 i 9 33 577 i L2 19 14 11 6 f l t3 10 ! 34 1 IG • ! 7 21 12 9 , 12 122 11 DOUGLASS AVENUE 10 13 17 21 F • 21 20 11 m DRIVE 6CS 14 16 8 4A 20 2 22 19 12 % , D- 13 . • 3 Y3 16 13 4 24 - IT 14 AThIENS CT 19 - � 20 7 1O f5 _ 4CS TR. 'X ` 3CS 16 16 21 22 2'6 3 17 5736 21 6 11 " !T f7.5 }s c Aj 26 15 22 5 IY 2 23 22 5 0 20 IQ f6 9 10 16 6 26 15 MILLER DRIVE3 23 LEGEND 1 2s (� 6 T N i v� 11 15 27 13 I I 10 9 25 24 3 14 DA 25 ROEN CF icy DRAINAGE _ 2 o*+ ' 6 a 14 ! o DRAINAGE • RI'NT OF WAY P5 2 13 7 a 3 9 13 9 a I 2 3 '457 6 7 ! 1 26 I IB r _ 5s5 W 12 a STRATTON _ STRUdTURE NyUMBER b .�. -- Fm 3 16 IT 16 • IS 14 3 12 11 10 10�x 9 9 • 1 O T �'yyy 2 .57 T c 10 6 1 1 , 1 2 IS 4 5 6 T 4 9 x 8 QeER ! 6 11 7 12 8 EMPIRE TERg1( 1 I2 6 t 13 10 2 1 23 22 21 20119.Is 17 16 15 4 13 568� I 1` f6 -T . 14 5 RECORD DRAWING LEGEND 3 14 .4 !¢ 4 5 3C5 I 3 41� ! ' 6�7 6 9 10-11 12 � ARCAM 13 �`� 2 I5 =� 3 Is 26.1 .. ELEVATION OR DISTANCE SHOIAN ON 1 14 2 1° N' !r, 'ORIGINAL P .a D PLANS VERIFIED. ` 15 44 43 ' 42 41 40 39 '6 : 37.36 , 35 ( 1 W }6 •• i ' 3 34 33 LI 7 17 II 4 5 6 1 ' 0 9 10 Il i 12 13 14 ' 15 r 32 ORry -gg_r ELEVATION OR- DISTANCE PER PLAN. !6 IBi_ p 12I19 13/ LEA DRIVE I7 j 31 = 30 29 2q : 2T 26 26.2R— ELEVATION OR DISTANCE MEASURED. 20 'F 7 14. 15 16 17 16 !9 121 22 23 ' 24 454 " . • , SWALE ' SPOT ELEVATIONS MEASURED. 21 ��4 1 6 6 ( LS l9' ,9 0 20 . 21 , 22 23 24 25 `�`• 7 x DUNCAN STREET 2223 15 . 05 s 6 L6 > x 24 4 �� 3 4 5 27 It 17 16 115 14 13 12 '11 1 10 28 ? } 453 - �+ I COURT -- 1 2 3 4 5 6 7 .6 9' 29 12 DUSAN STREET 30 - W 171.16 14 13 12 11 10 9 ICS 31 1_ J 32 .4I 2 3 4 5 .6 7. 8 i • ... ALMA k AVENUE KEY MAP '• - I N.T.S. ENGIN'EER'S CERTIFICATION - �� 1" `- RECORD DRAWING INFORMATION SHOWN HERE ON IS A TRUE AND A PORTION OF SEBASTIAN HIGHL-ANI CORRECT REPRESENTATION OFAN ACTUAL SURVEY PERFORMED UNITSEVENTEEN UNDER MY DIRECTION AND IS INTENDED TO VERIFY THE ORIGINAL PAVING AND DRAINAGE PLANS DATED_ 7/ 7 ! 87 SEC 19 , 20, 29, 3 TWP FOR: GENERAL DEVELOPMENT ENGINEERING COMPANY..NOTE w x NOT VALID UNLESS. AVART� INC. . EMBOSSED WITH 44I/6.W.76AVE. 'ZZL 00 ENGINEER'S SEAL. W^MI,RORlMw66 !. •-IWEE8ING DATE OF WARREN E_FUSSELMAN - ' e-18 88 iP.E8. /PECpRD MEASUREMENTS / MGII�iiIQEilre►�•G01�i�111t�lfii' RE S E O FLORI 1' SURVEY PROFESSIONAL' ENGINEER N'• 26574 IQ-14-87 R.A.M. REVISI M-I REVISED BLKHD. PLAN -CONFIGURATION ! A.J.M. STATE OF FLORIDA �` 4h`� GI►TEJ L.7! 87 D9G'Or M.R. own By M,R,: RELEASED 8T SI+E l0t1 �p SCALE kOTED Cr'D 0A.Jr M. APPR 6YA.J. M ® m h SLOPE PROTECTION — SEE DETAIL A SHT.4 el" p V. C PIPE- - /NV. = /4 S SHEET PILE WEIR SEE SHT.4 VARIABLE EDGE OF WATER ELEV. 13.0 DETAIL B (TYP) a 3 cr w a- C_= 1 N ni STRUCTURE 4CS StRU(; I UHL t)U5 r GENERAL NOTES AND SPECIFICATIONS - 1. SOLID SOD ON ALL DISTURBED GROUND WITHIN TEX FEET OF SHEET PILE WEIR, INSTALLED IN ACCORD WITH *' FDOT SPECIFICATIONS. ' 2. $LOPE PROTECTION SHALL BE 8" IIPiIMAT-P, AS MANUFACTURED BY CONSTRUCTION TECHNIQUES, INC., INSTALLED IN ACCORD WITH THE MANUFACTURER'S INSTRUCTIONS. ELEV. 17.0'� i 3. SHEET PILING SHALL BE RZ10, ASTM A3289 MIX. FY-36 KSI.OR APPROVED EQUAL. IF ALTERNATE 0 I SECTIONS ARE PROPOSED; CONTRACTOR IS RESPONSIBLE FOR DETAIL CHANGES TO ACCOMMODATE PROPOSED SECTION. CERTIFIED MILL TEST REPORTS ARE REQUIRED TOR PILING MATERIAL - SEE DETAILS 4. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE.60 SHEET 450 BENT fE (1/2") BET. AREA N0. 3 FABRICATED CORNER S. REINFORCING STEEL SHALL BE EPDXY COATED IN ACCORD WITH FDOT'STANDARDS. iNY =/4.2 MALE OR FEMALE ENDS - 6. CLASS _IT-�ONCIETB SHALL BE USED FOR THE CONCRETE. CAP WITH 28 DAY COMPRESSIVE STRENGTH (F•c)- \ AS REQUIRED 3400 PSI. MIN. CONFORMING TO FDOT 1986 SPECIFICATIONS. ' ! LOT s 14? 7. PROVIDE CONSTRUCTION/CONTRACTION JOINTS,IN CONCRETE CAP AS INDICATED.. BLOCK 579 - SHEET PILE 18,-7FILTER DISCHARGE BELOW'(INV = 14.2)• DETAIL B 8. PROVIDE ONE COAT OFRUST INHIBITING (ZINC —RICH PRIMER) ON SHEET PILING TO MIN. WEIR SEE 15" 0 CULVERT ABOVE (F.L.=17.0) FILTER 4 MIL DRY FILM THICKNESS, SSPC—P/S6, FOLLOWED WITH MIN. .3.0 MIL DRY. FILM SHEET 4 ti — THICKNESS OF ACRYLIC URETHANE COATING. APPLY IN ACCORDANCE WITH MANUFACTURER'S 2 SCALE NONE INSTRUCTIONS. QN EV. 23. `� J 2'-0 a 9. CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION MET80DOLOGY TO ENGINEER FOR APPROVAL PRIOR TO 3 COMMENCEMENT OF CONSTRUCTION. IN PARTICULAR, CONTRACTOR •SHALL DELINEATE SEQUENCING OF w_ _ ,� - - - - -- -- - - ----------------------- -_ ___� - EARTH' WORK,. DRIVING OF PILES AND DEWATFBING. (IF CONTEMPLATED). 3 _71 }d}-. 10. JOINT BETWEEN SHEET PILE WEIR AND ADJACZm T BULKHEAD IS TO BE DESIGNED AFTER CONFIGURATION OP BULKHEAD IS DETERMINED. I "Ili L 11. COMPACTED FILL, COMPACTED TO 10OZ OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T 99, METHOD C. (FDOT SPEC. 120-9). TAPER FILL AS SHOWN AT WETS TO BLEND TO NATURAL GROUND.-' _ crropar� nt! arnwrxrlr vTr]t IMAM111� 1�tifSA COAT= WILTS A MIN. 12 MIL. DRY FILM OF COAL TAR EPDXY DRAWING 7H7 0 Br M.R. 0"'" 9Y R.AM. RE!_EASED Br SHEET NO 2 EJULY f NOTED CO'A BT A.J.M. �PVR Br A.J.M., 2 of 5 FILTER'GRADAT.ON U.S. STANDARD PERCENT FINER SIEVE SIZE BY WEIGHT 3/411 100 3/819 o 90 - 100 14 77 - 96 . 010 60 - 87 020 26 - 69 r 040 9 - 43 #50 7 - 27 0100 5 = 7 SCHEDULE OF DATA SUB- SAND FILTER 8 OUTFALL STRUCTURE SCHEDULE PERFORATED DRAINAGE BASIN 0TUBING LENGTH AND C E F G J NO. A. B K L M DIAMETER. CS 17.0 18.9 61✓ 21.2 37' VARIES 14.5.5.O EH 4.0 25.4V 3 37'OF 6' 0 PIPE ' 4 CS 17.0 17.4 11 ✓ 21.2 6' VARIES 14.5 _1­4: 5. 0 4.0 45.20; 30.56 2 6' .OF 6" 0 PIPE 5 CS 17.0 18- 2' ✓ 21.2v is VARIES 14.5 44 5.0 4.0 r 1 13' OF 6110 PIPE ¢ 6 CS 17.0 1.8'O 51 21.44 121' 230't NON- 14.2 J*0 30.0' 4.0 I. 6d OF d' O PIPE ., /7. 9 PERFORATED 14. I 2G.8 6 ! OF 8 0 PIPE 8110 PIPE 121' TOTAL LENGTH 7' CS 17.0 17.7 1.5' 21.4 53' VARIES 14.3 14.1 5.0 4. 0 38.33' 6 53' OF 6'' 0 PIPE 10. CS 19.5 19.5 31 25.0� - - 7r- - - 3.5 I NO FILTER AT THIS LOCATION 31.!o ' i , FACE OF PILING U DETENTION 3 POND BEYOND ` I AELEV "D" _ x _ x ELEV. "Du FOR CONNECTION _ TO ADJACENT BULKHEAD SEE SHEET 5 I�• 3GS 5GS 6CS 7CS ONLY �;� ------ -- ---_-------- -- -, id ��p 4CS ONLYI IABR.CORNECONE�V SECTIONS s..� t I; NI SE TI NS R 10 =l P I I I i I I I i IO CS ONLY ELEV.K i NOTE - NOTE, NOTE _ W CONFIGATION ILLUSTRATED CONFIGURATION ILLUSTRATED - ► p THIS END IS FOR 3GS, 4CS, 5CS,: FRONT VIEW THIS END IS FOR IOCS ONLY 6CS, 7CS ONLY h IS SYMETRICAL - ---- — — - - -- - IjECT l i I METRIC l �-SEE D��A1L A D 8. S SY AL t i = TYPICAL: SHEET PILE BULKHEAD SHEET 3 lool 8►: '� BULKHEAD - TOP VIEW) N. T.8. \ 3 (q) 1811 cc. 30" LONG SMOOTH BARS 3 4k 5 EQUALLY SPACED (2—PIECE) VARIES, SEE APROPRIATE (2 PIECE TIES) WITH EXPANSION CAPS TO TIE, FIELD DRILL I-I/2" DiA. HOLE THRU 'ELEVATIONS OF EACH MATCH REINF STEEL LOC. PILING TO ACCOMOOATE *5 TIES 1.75' STRUCTURE '. AT :.ALL CONSTRUCTI N 5 # 6, CONT., LA - ' . ' 48" qq SPLICES VARIES, 6" MiN.,CUT PILE CONSTRUCTION/CONTRACTION JOINTS - 3/4" V—G • _ - ROOVE ACROSS TOP AND DOWN AS :RaD. - 2'-o"v^ VERTICAL FACE OF WALL EACH SIDE I 3 CLEAR, ALL AROUND = , I a { t R STD. x3 TIES I 3-#6 _ 1 FIELD DRILL I" DIA. HOLES THRU PILING I t 1 9" 12" 9" ' 2'e6 SYt� TO ACCOMODATE THE , , I { • -. � a BULKHEAD t. 430 18° cc. ��-.STEEL SHEET is PILING — RZ-10 oErE,vriov ,�,vo I j a S�y!/�Yldf//yK/4TE.PK/,4Y I - — - — — - ,e0/.4EE�t/r LDT ,e 01,Va BEYowo— BURN 10" HOLE FOR 8" I 1 T FILTER DRAIN PIPE, 6CS ONLY, 8" f HOLE . FOR 6" FILTER I i TOP ..QF .PET/!/N/NG DRAIN PIPE, OTHERS. SEE. O- SCHEDULE FOR ELEVATIONS , W LL BEYO�t/O Wiz"./ ! _54ND F& TEMP O- F �HE'E�' 3r''� !tip/T�' L'OV«ETE - '• 1 ' F;tll rcWsze'n cep RFrlll eQ RFIMt=nRcltir, a � �,..;�lii _<l��``,r __ ' sy,✓�E,PD,�.rL ti /:,,CGS= I NON �E.PFo PsfTEO P/PE Or EX/ST ZY WR4PPEO H//TN TY�Wle i O �0/.4.HETE.P �'.4.P/E� FPoM Eirl Y wr" Ki T-�Up 13 1 N A L: - - �r '.�•" � �r(�: • L.s.P6,E�T Olo/f�it/h1,C6e.Yl� _ Y !! r NG Not- r A ILT'ER DETAILS r