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HomeMy WebLinkAboutPlan and ProfileNOT5S LEGEND 1. PROPOSED CLEVELAND CENTERLINE (CONTROL LINEA') IS 1.23' 5. DRAINAGE IMPROVEMENTS FUINDIAN RIVER DRIVE ARE SHOWN .M \ EXISTING TREES TO REMAIN OFFSET SOUTH OF EXISTING CLEVELAND CENTERLINE. ON OTHER SHEETS. - I I -MIAMI CURB INLET & WITH A TYPE ISI STRUCTURE 51" x 41" 2. FOR ALL TYPE 'D' CURB SEE FDOT STANDARD PLAN INDEX 6. NO CONSTRUCTION WORK WITHIN THE FDOT US 1 RIGHT OF WAY. L____L FDOT INDEX 232 #300. - NEW PEDESTRIAN STREET LIGHTS i 7. ALL DRIVEWAYS TO BE REMOVED AND REPLACED TO MATCH NEW I I - STAMPED PAVEMENT (BRICK & RD) COLOR) 3. ALL TYPE 'D' CURB TRANSITION TO BE 3 FT TAPER ROADWAY SURFACE GRADE 4. SEE SHEET CD -2 (DETAIL 8) FOR 19"x30" ERCP PIPE SPECIFICATIONS NEW 5' SIDEWALK - NEW TREE ----�J - CONCRETE CURB (MIAMI CURB) �` '` - US 1 IMPROVEMENTS BY OTHERS - SHALLOW DRAINAGE AREAS INDIAN RIVER DRIVE IMPROVEMENTS RELOCATE/ADJ EX. TYPED' BOX SEWER VALVES W. INV = 1.14' '. _..'. STA. 13+80, 33.12' LT STOP SIGN TO BE EL = 6.85' REFER TO SHEET 07 , M RELOCATED STATION 15+98 EXISTING FDOT STA: 14+25, 22.67 LT REMOVE EX HEADWALL / R/W LINE RELOCATE/ADJ EX, STA. 12+97, 33.12' LT RELOCATE/ADJ EX STA. 13+54 33.12EL 11+92, 33.79 ' LT EL = 6.84' AND BOX ' EXISTING S' LT STA. 12+15, 33.78' LT EL = 8.55 SEWER VALVES EL = 7.89' REMOVE EX. STATION 15+80, 12.50' LT STA. 10+57, 38.76' LT WM OAK TREE TOP SW EL = 9.74' TOP SW EL =!9.59' CONCRETE BENCH TYPE'D1' CURB 1 STA. 14+92, 23.00' LT END TYPE 'D' CURB I II MATCH EX.�SIDEWALK STA. 41+67, 33.12' LT Ext'HPPEF. M. TYPE T CURB 1 STA: 14+24 TO CD 1 TOP SW EL = 6.10' BEGIN TYPE'F' CURB STA. 10+99, 33.10' LT EL = 10 30' RELOCATE/ADJ EX. ExlsrrNG Row STA: 13+43 TO CD_1 EXISTING OAK TREE 14+47 II I EL= 11.35' TYPE'D1' CURB 1 STA. 10+55, 27.44' LT SEWER VALVES 14+09 STA. 14+07, 22.67' LT STA. 14+47, 22.67' LT 2 STA. 15+77.84 12.00' LT MATCH EX. CURB FLOW LINE TYPED' - TYPE'D' STA. 13+11, 13.00' LT i STA: 14+92 TO CD -1 STA. 12+39, 33.12' LT TOP SW. EL = 7.04' TOP SW EL = 6.55' CD- INSTALL INLET r, k CURBS EL = 9.23' CURB EL=7.99', EC 15+80 _ _ TOP EL = 4.83', FL ? •• / ': / R2, II Il I IrI I Il I Il I Il �► I I -III IIIIIIrI II lIIrIl I ' IIIIIII. _ •r1I 1 1I r1I � I{YI5I II 1 I 1I ?I II I ' 1llI I I iz I 1 I - I II 1 I :f � W. IN V = 1 R2_,0k. 2• S. INV = ..1166' SlD V4Kf1 'LK F 5N.E.EINV- 1.16'O �U _ LK, 5SIDEWP� TYPEF' 8.0R1-1 ' Qv -2 , I I 9 10 11 2 1 1 CURB, I r .•''�Z ,� - 2 II3'I6I IIIIIIIII I II II TI IIIISIIII ,I:„I � u\ (8I I II II �II 1 I 1 I 11� � �1 ►_I III I III I II�1'II I lI I lI �I I1 �I II I III, I II I� I II lI I ,l_I R-10 .0' 1 1 1 1 1Lr '.. R- 1 10.0' R -10.0'R2 0' R-10.0' R-80' R_120' R_12.0 v - - - - - -- -_ ,,'` �---------------=------------ - ----- I .; � STA. 14+36, 12. R85.0' - - �. 00' LT aCD STA. 11+03,12.50'LT R=2.0' STA. 12+44, 13.00' LT R 2 0 STA. 13+18. 13.67 LT R2.0' STA. 13+98, 12.00' LT 2= EX. CLEVELAND STA. 11+81,13.71'LT EL=8.77', EC EL=8.38' ,BC INSTALL MIAMI CURB INLET D INSTALL MIAMI CURB I LET- STA. 13+55. 13.67 LT STA. 15+02, 13.00' LT 11.0' INSTALL EL 10.87 START F CURB TOP EL -6.52' 16+0 .x INSTALL EL=10.15', BC STATION 12+27, 13.67' LT + EL=8.02' BC '��-00 TOP EL=6.97' _ - 15+00 EL 5.74, EC T a cai F Lur esHK + 13 0611 a,1.541,_ I -- I 12 00 - ...w \ TO MIAMI R TRANSITION CENTERLINE - __ _ ;=. CU B S W. INV}NV 11 00 _-- _ , a .'_ ___ IN1f r Ft BA _._ S iN 4 STOP R 9 47 BCi _ , =� _.- I II f% I 8TA. 14+78, 13.67' RT _.___ I BE V I N a^ �' TYPE'F' STA, 10+84,13.00' RT STA. 11+14, 13.67' RT II EXISTINGWATER TYPE'D1' CURB %1 STA. 12+78.13.67 RT N68o10�2011E t�,t STA. 14+38,13.67 RT L=6.36', BC x TYPE 'F' W EL=11.13, EC EL=11.23', BC STA. 11+55, 13.00' RT VALVES STA. 12+03 TO CD -1 STA. 12+61.13.00' RT EL=8.64', BC ��� EL=6.77', BC 11.0' CURB -� CURB R=10.0' R=2.0' R=2.0' j 0 TYPE'F' TO MIAMI EL=10.12', EC ExISrING FIRE STA. 12+g1 EL=8.61', EC CONTROL LINE 'A' R=2 0' R=2.0' R=2 0' R=10.0' R=10.0' r R=10.0' + \ R1-1 R=67.0' R=12 0' R=12.0' I R=12.0' R=12.0' -� aCURB TRANSITION / R=10.0' t / I l HYDRANT - ----- -- -----------------�:------ f--------�-r- ---- ---------- }}•�� 1 - ... -�-- ----- -- ----- -� ) �� Tr STA 12+26 2 00' RT 5 SIDEWALK -5 - - ,.. -\ - - -�► r � II T II 1 1 I } 1 I I , , r , �•" . tl � s - "••• � = � � I I I I I I I I I I I I I I I I I I A ?,',� .• .• '•� I I I I I\ y �E. tL i3t5b 1 18.0 T I I I I I I I 1 11►I I I ) I I I I HT1 1 J_1 Y + a �. 2 S 77 84 12 00' R ... .•.,.,. :,.: •. ;' 16 17 18 19 0 1 - 1 1 1 2 3 4 � � p I 'D INSTALL INLET 9.0' 27.8 1 1 1 1 1 1 \ Ex s" wAT RMAIN TOP EL= 4.83', FL t .N I I I IM E 100$ ATS IgL I I _ _ ., I D j - - "a - - � I I I I 1 I I T I I I I I I I I I I I I I I I I a - �- I 1 1 1 Ft=1A� � SE. INV 1.16 EX. MAILBOX � I I I I 11111111 1117111 111 1 1 r ;, a •:••:•• � D �-•F. ,•., ,., I I I I I I I I I I I I I I� I 1 I 1 1 1 1 1 1 1 1 N. INV - 1.16' > _ PAD 1 I� 1 a; \ I I - i s ?- . a< WK. SIDEWALKa i' e •EXISTING STA. 13+89 22.99' RT EX. EXISTING r •,, I ` `. STA. 12+49 25.00' R EXISTING EOP EXISTING POWER PALM TREE 9"CEDAR TREE I - EL = 6 29' POWER POLE TO BE R=7,0' \� \ \: FXISTWG POW R',.: \ �. EXISTING GATE EL -8.59' STA. 15+53,13.00' RT II I� " EXISTING EXISTING STA. 12+91, 24.97 RT POLE RELOCATED STA. 15+09, 22.87 RT STA. 10+48, 23.94' RT - \� \ POLE TO REMAIN \ POSTS CHAIN TO TYPE 'D1' CURB 1 STA. 12+49, 33.77' RT EL - 8.59' STA. 13+89, 33 77=RT EL=5.13', EC OAK TREE OAK TREE �` x TOP SW. EL- 7.59' EL= 5.76' MATCH EX. CURB FLOW LINE ,\,.� \ \ BE RELOCATED TOP SW EL=8.70' RELOCATE/ADJ TO GRADE STA: 13+89 TO D 1 EX. VALVE BOX TA 14+99 1 76' RT STA. 15+98, 33.77' RT TO BE RELOCATED S 3 II 15+80 1 TOP SW EL = 5.11 I I EXISTING EX. SEWER VALVES 2 STA. 13+99, 12 00' RT EL=6.07, BC STA: 16+03 \ STA. 10+48, 31.16' RT STA. 11+46, 33.70' RT �ExrSTING EXISTING GUY WIRE ROWINSTALL MIAMI CURB INLET STA. 14+59, 33.77 RT MATCH EX. SIDEWALK = \ RETENTION AREA TO BE RELOCATED R-2.0'- STA. 14+15 3310 RT II II I TOP SW. EL -10.60' EXISTING \ STA. 12+14,13.67' RT TOP EL=6.97' - TOP SW EL = 6.54' REMOVE EX. HEADWALL I EXISTING FDOT STA. 11+22. 13.00' RT OAK TREE ' RAN LINE EL=10:11', EC EXISTING WATER METER EL=9.59', BC INV = 1.84' EL = 7.20' AND BOX TO BE RELOCATED STA. 14+43, 33.10' RT I i i I EXISTING SEWEREXISTING VALVE BOX EL = 6.84' STA, 11+28, 33.77' RT EXISTING 113 E TOPSW. EL -11.44' VALVE TO BE TO 3 M- RELOCATED OAK TREE TO BE RELOCATED 12 _........... I E i I I � Ir J I� Y w cn a = N Q0 Lo F ._ 7 II K w ? .a - Lo 0 z 9 8 7 6 5 4 3 2 1 0 10+50 STA. 16+14, 56.31' LT EL=5.49', END TYPE'F' CURB STA. 16+14, 50.21' LT EL=5.47'. EC STA. 16+081 2767' LT / TOP SW. EL=5.04' t North GRAPHIC SCALE 0 10 2) ( IN FEET) 1 inch = 20 ft. �'u ,, €y . 16-33 STA 16 33 STA 5+ - - 00 INDIAN RIVER) I v R=35:0 N } D z I: -77 8 V � � N, INDIAN RIVER DRIVE IMPROVEMENTS REFER TO SHEET 07 STA. 16+22, 56.34' RT / EL= 5.50', END TYPE'F' CURB 12 SCALE: 1"=20' In ��O W + M DSGN: 11' TRAVEL I 11' TRAVEL 05/02/2011 E MDS/LGMDATE: VARIES PARKING _ LANE LANE FTW DATE: 11/21/2013 10_ 1.5% 2% 2% 41 1 10 - 14L PLAN AND PROFILE NEEL-SCHAFFER 9 - - a _ _j 9 O O i USHALLON DR AINAGE AREA PRESIDENTIAL STREET IMPROVEMENTS _ w + J © + FAX: (772) 770-4640 CA00008556 10 °0 L0\\ 8 40 20 #-� w 0 w 20 40 8 w w CROSS SECTION A -A / 11:10 scale ZII o w-_ STA 12+00 Z II w0- w 12 _........... I E i I I � Ir J I� Y w cn a = N Q0 Lo F ._ 7 II K w ? .a - Lo 0 z 9 8 7 6 5 4 3 2 1 0 10+50 STA. 16+14, 56.31' LT EL=5.49', END TYPE'F' CURB STA. 16+14, 50.21' LT EL=5.47'. EC STA. 16+081 2767' LT / TOP SW. EL=5.04' t North GRAPHIC SCALE 0 10 2) ( IN FEET) 1 inch = 20 ft. �'u ,, €y . 16-33 STA 16 33 STA 5+ - - 00 INDIAN RIVER) I v R=35:0 N } D z I: -77 8 V � � N, INDIAN RIVER DRIVE IMPROVEMENTS REFER TO SHEET 07 STA. 16+22, 56.34' RT / EL= 5.50', END TYPE'F' CURB 12 �- 19"x30" ERCP .- ... - ... �:_..__. �> 11+00 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS, IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 12+00 NO DATE BY 1 10/18/12 LG/MS REVISIONS DESCRIPTION OFFICE QA/QC 13+00 DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: 1"=20' In ��O W + M DSGN: � 05/02/2011 E MDS/LGMDATE: 11/21/2013 CHKD: FTW DATE: 11/21/2013 QA/QC: FTW DATE: 11/21/2013 14L PLAN AND PROFILE NEEL-SCHAFFER a _ _j O O 2925B 20th Street, Vero Beach, PRESIDENTIAL STREET IMPROVEMENTS _ w + �o�°° + p © + FAX: (772) 770-4640 CA00008556 10 °0 L0\\ -I w w / ZII o w-_ _ -__ Z II w0- w - g o Qza- Qaw�` z Lu O O LLJ OE Q E U) U) LL II.. __.-..._... ....-....__�.,..,..,..__. __ ., .. _._..._.. ._,moi,....,..._ _. _. �.__-.. -..,...........- _, Q V I M z 7 I z H _ I i Q J ...... , ... _ _... � 6 J S `= 0.77% t �+ z _.. W I O I t E Iy 4 �- 19"x30" ERCP .- ... - ... �:_..__. �> 11+00 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS, IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 12+00 NO DATE BY 1 10/18/12 LG/MS REVISIONS DESCRIPTION OFFICE QA/QC 13+00 DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: 1"=20' In ��O SURVEYED BY: + M DSGN: FTW DATE: 05/02/2011 DRWN: MDS/LGMDATE: 11/21/2013 CHKD: FTW DATE: 11/21/2013 QA/QC: FTW DATE: 11/21/2013 14-00 15+00 a_ 0)O a_ `m°�O In ��O Cl)+m/yy m + M �+0 r LL Q /m r LL Q T O U LLI a Lu O U LU O V U) 14L PLAN AND PROFILE NEEL-SCHAFFER - SOLUTIONS YOU CAN BUILD UPON CLEVELAND STREET 2925B 20th Street, Vero Beach, PRESIDENTIAL STREET IMPROVEMENTS Florida 32960 PH: (772) 770-4707 SEBASTIAN, FLORIDA FAX: (772) 770-4640 CA00008556 16+00 VI \�0\\ I I I I t/////// T. VV,9 CS NO. 6673,5 = ST O s0 rFF /0 AL NG�``\�� FRANK-( WATANABE, P.E. FI RfQ. NIQ F6735 SCALE HORIZONTAL: 1:20 VERTICAL: 1:10 WORKING NUMBER: NS.08024.017 SHEET NUMBER: 04 NOTES 1. PROPOSED WASHINGTON CEPITERLINE (CONTROL LINE W) IS 0.96' OFFSET NORTH OF EXIST ING WASHINGTON CENTERLINE. 2. FOR ALL TYPED' CURB SEE FOOT STANDARD PLAN INDEX #300. 3. ALL TYPE 'D' CURB TRANSITION TO BE 3 FT TAPER. 4. DRAINAGE IMPROVEMENTS FOR INDIAN RIVER DRIVE ARE SHOWN ON OTHER SHEETS. 5. NO CONSTRUCTION WORK WITHIN THE FDOT US -1 RIGHT OF WAY. 6. ALL DRIVEWAYS WILL BE REMOVED AND REPLACED TO MATCH NEW ROADWAY SURFACE GRADE. LEGEND Y - EXISTING SIDEWALK -NEW TREE 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, - US 1 IMPROVEMENTS BY OTHERS a- SHALLOW DRAINAGE AREAS !� ❑ ❑ ❑ I� BAFFLE BOX STRUCTURE I Tx 12' I 0 - SAVE EXISTING TREE Fol TYPE 'D' JUNCTION BOX W/MANHOLE COVER NOTICE TO DRAWING HOLDER p 711 ,kms.STA. 12+66 28.79' LT 01- 30" RCP 4FL.FEBTW ORES BOX W/ I� STA. 12+62 2 STA. 12+54, 12.00' Lfi EXISTING 10° of I STA. 10+81, 32.65' LT O INSTALL I LET WITH TYPED' CD -2 INSTALL INLET EL= 9.20' STRUCTURE. SAWCUT FORCEMAIN TOP EL=6.81' EXISTING WM EXIST COMPOSITE PIPE. STA. 12+52 TO STA 12+77 S INV =1.02' TOP EL. = 7.00' I 1 STA. 10+94, 18.64' LT N. INV = 1.02' W. INV. = 0.95' REMOVE EX. PIPE 25 L.F. "I STA. 1026+95 EL= 8.80' E. INV. = 0,95' EXISTING FDOT STA. 11+99, 33.48' LT STA. 12+38, 33.33' LT STA`, 12+77, 39.00' LT ' 1 , } W MH TYPE 'B' STA. 11+07, 33 5' LT EL- 8.06' TOP SW. EL= 7.25' S. INV. = 0.95' :.TOP SW EL= 6.46' North RAV LINE FL EL = 4.0 EL= 8.94' Q✓ _s r. STA. 12+87, 58.42' LT STA. 10+03 3�3�=�58' LT TOP EL =10.5 �, E..- 1 STA: 11+44 TO I STA: 12+49 STA. 11+07, 18 08/tt,g 2 STA. 11+82, 12.00' LT •rq A EL = 7.15', EC CD- INSTALL INLET CD -1 MODIFIED rfl z MATCH EX SIN. .` Q 10+26,,3859' LT STA'. 10+53, 33^35;'1,T EL=,;848' t ,,s" _ TYPE'D1' CURB ° REMOVE EXISTING TOP'S17V EL -`t TOP SW FL= 11.48 STA. t I�'�5''19,00' LT TOP EL=7 68' ' t � p EXISTING, LIGH ,RGLE SW. INV. = 1.11' RELOCATE 1-X. Vii, f � j{ HEAD WALL & WATER MAIN CATCH BASIN Z POWER POLE W1 STA 11+18,33.321 LT STA. 11+67, 33.32' LT R � GUY WIRE EL= 8.80' EL= 8.30' STA. 12+83 34.49' LT �s 14 SIGN TO IYPE'D CURB R TYP REMAIN ' , z CURB r Y. I. ,.. .. . _ .. .. 5 r • .., , .. f 1 e $ ... a ..� ... .. .. ., ,. '... a. .. - ..: i; ._.. .. � ,: v�....>�`,•za^.. r"_,�,.� ..§� ... ,,. ' ... .. , ,+..,,. ,... � STAN 12+71 REPLACE EX. MANHOLE BC'')( 3 ,' • "'� '., TYPE 'F' CURBI. EXISTING - ° 1 �' 1 (i �� ! i ' f 1 °° -� WITH TYPE 'D' STRUCTURE (4'1" x 5' I°) CD -2 ',f , \ RAN LINE i I - i l STA. 10+26, 18.51' LT' 4� T� . I� . 'r `►+_ , TOP EL= 7.00' fel ,.-I \ 'A - 1 C +l _ \ I I\ / _ l ` 1 " • ,' : , �' _ E INV 0.95' i1 f2 13 I 1516 7 1 7111 W INV= 0,97' s � R-10.0' r � ^.,, Q R=135.0' 1 `. T i 'l}` Iii NSTALL 5 L:f :30" RCP Fl= 0.0' - i y _ __- TO CONNECT i0 EX IPE �_ R-2.0 l n�...,.,, .- - F _ ----- \ TYPE'F'CURB STA 13+38 21,54 LT EX SEWER ----------------�------- �, ------------�--�----- -- -- -- ------ I TOP EL. = 7.01' MAN HOLE --T; STA. 12+64, 19.10' LT STA. 10+56, 11.00' LT R=10.0' R=2.0' q R=2.0' EXISTING E INV EL= 0 95' INSTALL STOP BAR EL= 9.21', EC Y R=2.0' a - ST 11+12, 13.00' LT CONTROL LINE 'A' I �a� BEGIN �_'_ LIGHT POLE "- STA. 10+09, 19.32' LT STA. 10+32, 13.13' LT STA. 12+52, 11.00' LT �� _ EXISTING W. INV EL 0.95` +0,0 2 11 +00 rry�� 12+00 �, TYPE 'F' C � �, � _ - 13+00 13+10 r' = EL= 9.63', EC ELS..$ 41 e5� EL= 6.86', EC ��� EL 10.20. EC - I �Z,.__... I _ ,..._,, , r 1 + 1 .. ?,j ", INSTALL l;. __,___, _-.-.-.-.___..__..._-..--_ I ___.... ti N73 1011 E :� s r ar STA. 12 08, 13.44 RT �. , U•1 STA. 10+06, 25.77' RT STA. 10+27 14.78' RT `fi ' r - U ,STA. 11+63, 22.00' RT / EL = 7.51' �, STOP BAR,.'- �, W MATCH EX EC EL= 9.63' E� : N, STA 13+10` EL= 8.06' R-10.0' R=10.0' R-2.0' R1-1 - R=2.0' - _ R=2.0' - NI STA 20+00 (INDIAN RIVER DR) R=77.0' R=2:� -- - -- 'Q p C0 _ �- SAME STA. 12 03, 23.16' RT ? _ N .., (,,, CONTROL STA. 14+50 III'�I`'�� _.., rJl---I..� k (6 SOP SW EL=8.04' v! 1 4 LINE END RCP + y( STA. 12 83, 18.57 RT -- = 35.0' - v --- _ EL - 0.46 INV. ,. EL -6.50 .. EXISTING E�CISTI�IG S�DEWA f -- R -Z SAVE ,.:_ � ' CATCH BASIN �, � '; « �. ; EXISTING 6" / =Z. ' , .� ; „sy � _ -__ -'; -- �„�.•- :. STA. 11+72.23 A1i,RT, w STA. 03 O 1 PALM TREE rS TYPE'F'CURB , WATER MAIN_ ': r s, ;: >' j TYPE'D' TOP SW EL - E 1.2+34'MODIFIED D -► CURB `-•., TA. 12+98,69 34.37' RT 1 EXISTING?,t$ CRETE SLAB k =, B ��. S -- - - � � CUR � , :, rte* ,�e. ..: ..> kl,: i � , ,.k x ; �.., W/ELE TRANSFORMER '�s � ' a . 1 ,-, . '��, t _ � CD_2 5 .. C? GF{Jl. F� CENTER EL 6.62 EC... 15+00 °-°� f t 'F' � TYPE -____-- ..___-__ - _ _ _-__ _____._.__.__. _ _ €, B STA. 10+50 35.45 RT + �y rLI ADJUST EX. WATER + STA. 12 59, 16;39 , �, EXISTING STA. 11 68, 21.04 RT � Y. REMOVE AND C. X. W EL= 10.54' AN RIVER DRIVE IMPROVEMENTS ,1 E SADD BOX WITH TRAFFIC R/W LINE �,: LIGHT POLE t#1f31 STA. 10k2�}ztLIGHT POLE F L -, RELOCATE EXISTING ! ' /1 REEFTQ,;SHEET08 x_ b._._t ._ LIGHT PL {F."10+34 22.00' RT LID 2 STA. 11+7 ;12,00' RT . , , R=2,, . WPP AND STREET Llf� �" + I + > k STA. 10 06, 28.27 �T, , ;ED= 9.72' C D-2 I NSTAL'L`fN1LET X" 4"' <STA. 12+54, 22.61.7' RT .�` �'�V STAB 12+75, 22.70' RT - ----_,_.___. MATCH EX. FLOW LINE' ' TOP EL=7.84' STA. 12+12, 22.67 RT TOP SW EL= 7.31' 4` TOP SW EL = 7.60' ... EXISTING NE. INV. = 1.10' TOP SW. EL = 7.78', EXISTING 6" `s` I I PUMP STATION E. INV. = 1.10STA WATER MAIN t .3; INSTALLINLET BCT CD -2 1_4, ,y, ,. STA. 14+24 ASPHALi TOP EL =6.80' STA. 14+50 I PARKING EX ONNECT NEW + A I 3 � ' SE. INV = 1.05' CONCRETE HEADWAY N. INV = 1.05' W. INV 1.05' 30' RCP TO EXISTING = FDOT STD. INDEX #250 ? RNV LINE FDOT W J HEADWALL PIPE i 3 ♦ t STA. 14+50.5 to 14+55 I 7 c.i . ' , t ��z:_ i.i 3 f'i E i �' i i" ¢.. ✓ �y EXISTING 10" X FORCEMAIN INSTALL RIP RAP ROCK' I ?- - MODIFIED 4" TYPE 10 -TYPE. DCURB - `fl CU 10 PARKING 11.00' 11.00' PARKING 4:1 SLOPE 1.09 % `2� 2%►. SW s _ 8 -- -- - - _- -- I 8 7 I 7 40 20 0 20 40 CROSS SECTION A -A SCALE STA 11+44 HORIZONTAL 1:10 VERTICAL 1:2 DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. o ;�, - NEW PEDESTRIAN STREET LIGHTS - NEW 5' CONCRETE SIDEWALK j o a o ti �%- - - - CONCRETE CJRB (MIAMI CURB) r� - MIAMI CURB INLET TOP & L - om j WITH A TYPE 'D' STRUCTURE 51" X 41" a4ii FDOT INDEX 232 i I I I I I - STAMPED CONCRETE I I (BRICK & RED COLOR) U 7 + U -NEW TREE 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, - US 1 IMPROVEMENTS BY OTHERS a- SHALLOW DRAINAGE AREAS !� ❑ ❑ ❑ I� BAFFLE BOX STRUCTURE I Tx 12' I 0 - SAVE EXISTING TREE Fol TYPE 'D' JUNCTION BOX W/MANHOLE COVER NOTICE TO DRAWING HOLDER p 711 ,kms.STA. 12+66 28.79' LT 01- 30" RCP 4FL.FEBTW ORES BOX W/ I� STA. 12+62 2 STA. 12+54, 12.00' Lfi EXISTING 10° of I STA. 10+81, 32.65' LT O INSTALL I LET WITH TYPED' CD -2 INSTALL INLET EL= 9.20' STRUCTURE. SAWCUT FORCEMAIN TOP EL=6.81' EXISTING WM EXIST COMPOSITE PIPE. STA. 12+52 TO STA 12+77 S INV =1.02' TOP EL. = 7.00' I 1 STA. 10+94, 18.64' LT N. INV = 1.02' W. INV. = 0.95' REMOVE EX. PIPE 25 L.F. "I STA. 1026+95 EL= 8.80' E. INV. = 0,95' EXISTING FDOT STA. 11+99, 33.48' LT STA. 12+38, 33.33' LT STA`, 12+77, 39.00' LT ' 1 , } W MH TYPE 'B' STA. 11+07, 33 5' LT EL- 8.06' TOP SW. EL= 7.25' S. INV. = 0.95' :.TOP SW EL= 6.46' North RAV LINE FL EL = 4.0 EL= 8.94' Q✓ _s r. STA. 12+87, 58.42' LT STA. 10+03 3�3�=�58' LT TOP EL =10.5 �, E..- 1 STA: 11+44 TO I STA: 12+49 STA. 11+07, 18 08/tt,g 2 STA. 11+82, 12.00' LT •rq A EL = 7.15', EC CD- INSTALL INLET CD -1 MODIFIED rfl z MATCH EX SIN. .` Q 10+26,,3859' LT STA'. 10+53, 33^35;'1,T EL=,;848' t ,,s" _ TYPE'D1' CURB ° REMOVE EXISTING TOP'S17V EL -`t TOP SW FL= 11.48 STA. t I�'�5''19,00' LT TOP EL=7 68' ' t � p EXISTING, LIGH ,RGLE SW. INV. = 1.11' RELOCATE 1-X. Vii, f � j{ HEAD WALL & WATER MAIN CATCH BASIN Z POWER POLE W1 STA 11+18,33.321 LT STA. 11+67, 33.32' LT R � GUY WIRE EL= 8.80' EL= 8.30' STA. 12+83 34.49' LT �s 14 SIGN TO IYPE'D CURB R TYP REMAIN ' , z CURB r Y. I. ,.. .. . _ .. .. 5 r • .., , .. f 1 e $ ... a ..� ... .. .. ., ,. '... a. .. - ..: i; ._.. .. � ,: v�....>�`,•za^.. r"_,�,.� ..§� ... ,,. ' ... .. , ,+..,,. ,... � STAN 12+71 REPLACE EX. MANHOLE BC'')( 3 ,' • "'� '., TYPE 'F' CURBI. EXISTING - ° 1 �' 1 (i �� ! i ' f 1 °° -� WITH TYPE 'D' STRUCTURE (4'1" x 5' I°) CD -2 ',f , \ RAN LINE i I - i l STA. 10+26, 18.51' LT' 4� T� . I� . 'r `►+_ , TOP EL= 7.00' fel ,.-I \ 'A - 1 C +l _ \ I I\ / _ l ` 1 " • ,' : , �' _ E INV 0.95' i1 f2 13 I 1516 7 1 7111 W INV= 0,97' s � R-10.0' r � ^.,, Q R=135.0' 1 `. T i 'l}` Iii NSTALL 5 L:f :30" RCP Fl= 0.0' - i y _ __- TO CONNECT i0 EX IPE �_ R-2.0 l n�...,.,, .- - F _ ----- \ TYPE'F'CURB STA 13+38 21,54 LT EX SEWER ----------------�------- �, ------------�--�----- -- -- -- ------ I TOP EL. = 7.01' MAN HOLE --T; STA. 12+64, 19.10' LT STA. 10+56, 11.00' LT R=10.0' R=2.0' q R=2.0' EXISTING E INV EL= 0 95' INSTALL STOP BAR EL= 9.21', EC Y R=2.0' a - ST 11+12, 13.00' LT CONTROL LINE 'A' I �a� BEGIN �_'_ LIGHT POLE "- STA. 10+09, 19.32' LT STA. 10+32, 13.13' LT STA. 12+52, 11.00' LT �� _ EXISTING W. INV EL 0.95` +0,0 2 11 +00 rry�� 12+00 �, TYPE 'F' C � �, � _ - 13+00 13+10 r' = EL= 9.63', EC ELS..$ 41 e5� EL= 6.86', EC ��� EL 10.20. EC - I �Z,.__... I _ ,..._,, , r 1 + 1 .. ?,j ", INSTALL l;. __,___, _-.-.-.-.___..__..._-..--_ I ___.... ti N73 1011 E :� s r ar STA. 12 08, 13.44 RT �. , U•1 STA. 10+06, 25.77' RT STA. 10+27 14.78' RT `fi ' r - U ,STA. 11+63, 22.00' RT / EL = 7.51' �, STOP BAR,.'- �, W MATCH EX EC EL= 9.63' E� : N, STA 13+10` EL= 8.06' R-10.0' R=10.0' R-2.0' R1-1 - R=2.0' - _ R=2.0' - NI STA 20+00 (INDIAN RIVER DR) R=77.0' R=2:� -- - -- 'Q p C0 _ �- SAME STA. 12 03, 23.16' RT ? _ N .., (,,, CONTROL STA. 14+50 III'�I`'�� _.., rJl---I..� k (6 SOP SW EL=8.04' v! 1 4 LINE END RCP + y( STA. 12 83, 18.57 RT -- = 35.0' - v --- _ EL - 0.46 INV. ,. EL -6.50 .. EXISTING E�CISTI�IG S�DEWA f -- R -Z SAVE ,.:_ � ' CATCH BASIN �, � '; « �. ; EXISTING 6" / =Z. ' , .� ; „sy � _ -__ -'; -- �„�.•- :. STA. 11+72.23 A1i,RT, w STA. 03 O 1 PALM TREE rS TYPE'F'CURB , WATER MAIN_ ': r s, ;: >' j TYPE'D' TOP SW EL - E 1.2+34'MODIFIED D -► CURB `-•., TA. 12+98,69 34.37' RT 1 EXISTING?,t$ CRETE SLAB k =, B ��. S -- - - � � CUR � , :, rte* ,�e. ..: ..> kl,: i � , ,.k x ; �.., W/ELE TRANSFORMER '�s � ' a . 1 ,-, . '��, t _ � CD_2 5 .. C? GF{Jl. F� CENTER EL 6.62 EC... 15+00 °-°� f t 'F' � TYPE -____-- ..___-__ - _ _ _-__ _____._.__.__. _ _ €, B STA. 10+50 35.45 RT + �y rLI ADJUST EX. WATER + STA. 12 59, 16;39 , �, EXISTING STA. 11 68, 21.04 RT � Y. REMOVE AND C. X. W EL= 10.54' AN RIVER DRIVE IMPROVEMENTS ,1 E SADD BOX WITH TRAFFIC R/W LINE �,: LIGHT POLE t#1f31 STA. 10k2�}ztLIGHT POLE F L -, RELOCATE EXISTING ! ' /1 REEFTQ,;SHEET08 x_ b._._t ._ LIGHT PL {F."10+34 22.00' RT LID 2 STA. 11+7 ;12,00' RT . , , R=2,, . WPP AND STREET Llf� �" + I + > k STA. 10 06, 28.27 �T, , ;ED= 9.72' C D-2 I NSTAL'L`fN1LET X" 4"' <STA. 12+54, 22.61.7' RT .�` �'�V STAB 12+75, 22.70' RT - ----_,_.___. MATCH EX. FLOW LINE' ' TOP EL=7.84' STA. 12+12, 22.67 RT TOP SW EL= 7.31' 4` TOP SW EL = 7.60' ... EXISTING NE. INV. = 1.10' TOP SW. EL = 7.78', EXISTING 6" `s` I I PUMP STATION E. INV. = 1.10STA WATER MAIN t .3; INSTALLINLET BCT CD -2 1_4, ,y, ,. STA. 14+24 ASPHALi TOP EL =6.80' STA. 14+50 I PARKING EX ONNECT NEW + A I 3 � ' SE. INV = 1.05' CONCRETE HEADWAY N. INV = 1.05' W. INV 1.05' 30' RCP TO EXISTING = FDOT STD. INDEX #250 ? RNV LINE FDOT W J HEADWALL PIPE i 3 ♦ t STA. 14+50.5 to 14+55 I 7 c.i . ' , t ��z:_ i.i 3 f'i E i �' i i" ¢.. ✓ �y EXISTING 10" X FORCEMAIN INSTALL RIP RAP ROCK' I ?- - MODIFIED 4" TYPE 10 -TYPE. DCURB - `fl CU 10 PARKING 11.00' 11.00' PARKING 4:1 SLOPE 1.09 % `2� 2%►. SW s _ 8 -- -- - - _- -- I 8 7 I 7 40 20 0 20 40 CROSS SECTION A -A SCALE STA 11+44 HORIZONTAL 1:10 VERTICAL 1:2 DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. o ;�, Z*i j o a o ti o rn EXISTING ROADWAY DRWN: MDS/LGM DATE: 04/02/2014 06 PAVEMENT a4ii 41I QLi_ S = 1.03 11 10 9 8 7 6 5 4 _ 3 2 1 0 GRAPHIC SCALE 0 5 10 IN FEET) INC. NO DATE BY 1 10/18/12 LG/MS REVISIONS DESCRIPTION OFFICE QA/OC 12+00 13+00 13+10 Lu w a x m a0p � O 0 O o � CO Xwmx w c�o�P °`yo�o �m0 �'�P tim0 +C..) W QUI -I -I N0Z NU W N�Z dQ� QQ� Qa<QQ�¢�< DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: V=20' SURVEYED BY: DSGN: FTW DATE: 05/02/2011 DRWN: MDS/LGM DATE: 04/02/2014 CHKD: FTW DATE: 04/02/2014 QA/QC: FTW DATE: 04/02/2014 U 7 + U 6 v w Z �.. z.. mC) 'I rn I _j I W..Lu ;;t J� O LU co Lu + � W + = W � -- W Q W W +� d W 00 Q d Jzao + W zp z0 I I �� v~iUcq c~nUz BAFFLE c+.i�� TOP EL=7.00' N �w W � BOX I I � W O �._ SURVEYED BY: DSGN: FTW DATE: 05/02/2011 DRWN: MDS/LGM DATE: 04/02/2014 CHKD: FTW DATE: 04/02/2014 QA/QC: FTW DATE: 04/02/2014 NEEL-SCRAPPER � SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 GRAPHIC SCALE 0 10 I I ( IN FEET) 1 inch = 20 ft. 1 inch = 10 ft.10i LOLu SCALE HORIZONTAL 1:20 11 VERTICAL 1:10 J p W =Z X0. Lu 5 4 E GROUN 3 2 E 30" 1 0 WASHINGTON STREET OUTFALL DRAINAGE T 01- 14+50 11 10 9 8 7 6 5 I 4 i .... ......... ­ ..... ...... .. .. . ... .. ......................... PLAN AND PROFILE WASHINGTON STREET/OUTFALL PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA 14+50 Rp CEryS m t ; Np. 6673.E '. m - _�' STATE OF Q� 01 6 FRANK T. WATANABE, P.E%////j/ FL. REG. NO. 66735 y , WORKING NUMBER: NS.08024.017 SHEET NUMBER: 05 U 7 + U 6 v w Z �.. z.. 5 4 E GROUN 3 2 E 30" 1 0 WASHINGTON STREET OUTFALL DRAINAGE T 01- 14+50 11 10 9 8 7 6 5 I 4 i .... ......... ­ ..... ...... .. .. . ... .. ......................... PLAN AND PROFILE WASHINGTON STREET/OUTFALL PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA 14+50 Rp CEryS m t ; Np. 6673.E '. m - _�' STATE OF Q� 01 6 FRANK T. WATANABE, P.E%////j/ FL. REG. NO. 66735 y , WORKING NUMBER: NS.08024.017 SHEET NUMBER: 05 10+)0 MATCH EXISTING DRIVEWAY INSTALL \ STOP BAR STA: 10+05.00 BEGIN PROJECT MATCH EXISTING PAVEMENT SAWCUTT CONSTRUCTION NOTES: 1. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO MAKE A VIDEOTAPE OF ALL CURRENT CONDITIONS. 2. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO REPAIR ANY POT HOLES OR ANY OTHER DEFICIENCIES THAT MAY DEVELOP WITHIN THE PROJECT AREA. 3. THE GENERAL INTENT OF THE WORK TO BE ACCOMPLISHED IS DEFINED BY THE PROJECT PLANS, DRAWINGS, AND SPECIFICATIONS. 4. FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," 2010 EDITION OR FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS," 2007. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING MIX DESIGNS FOR THE RECLAIMED ASPHALT BASE COURSE MIX DESIGN, AS APPLICABLE, PRIOR TO THE START OF CONSTRUCTION. 6. THE TESTING LABORATORY PERFORMING FULL DEPTH RECLAMATION (FDR) BASE COURSE MIX DESIGNS AND VERIFICATION TESTING SHALL BE AN ACCREDITED LABORATORY THAT IS REGULARLY ENGAGED IN ASPHALT AND SOIL CEMENT TESTING INCLUDING THE PREPERATION OF MIX DESIGNS FOR FDR BASE COURSE, AND TESTING TO ESTABLISH AND VERIFY STRUCTURAL NUMBERS FOR THE BASE COURSE LAYERS, 7. THE EXISTING ASPHALT PAVEMENT AND BASE MATERIAL SHALL BE CRUSHED AND BLENDED TO A MINIMUM DEPTH OF 8" INCHES. 8. THE GRADATION SHALL CONSIST OF A WELL -GRADED MIX WITH 100% PASSING, A 2.5" SIEVE, NO MORE THAN 96% PASSING A 1.5" SIEVE AND LESS THAN 8% PASSING A #200 SIEVE. 9. THE BASE MATERAL SHALL BE MIXED SUCH THAT THE ENTIRE MASS OF MATERIAL IS UNIFORM THROUGHOUT. 10. GRANULAR BASE MATERIAL TO BE ADDED TO THE RECLAIMED LAYERS SHALL CONSIST OF CRUSHED CONCRETE OR RECYCLED ASPHALT PAVEMENT (RAP) MEETING THE REQUIREMENTS FOR GRADED AGGREGATE BASE OF THE FDOT SPECIFICATIONS AND SHALL HAVE A MINIMUM LBR VALUE OF 100. 11. THE CONTRACTOR SHALL FURNISH A CEMENT THAT MEETS OR EXCEEDS THE FDOT REQUIREMENTS FOR TYPE I OR TYPE II CEMENT. 12. THE EQUIPMENT TO BE USED MUST ALSO HAVE THE CAPABILITY OF INTRODUCING THE CEMENT UNIFORMLY AND AT AN ACCURATE RATE TO THE RECYCLED MATERIALS. 13. THE CONTRACTOR SHALL HAVE A GRADER AND WATER TRUCK AVAILABLE TO PREPARE THE MATERIAL BEFORE COMPACTION AND CONTROL DUST. 14. THE CONTRACTOR SHALL COMPACT THE RECLAIMED BASE MATERIAL WITH A ROLLER WEIGHING NOT LESS THAN SIX (6.0) METRIC TONS (13,000 LBS) OR BY A THREE WHEELED ROLLER WEIGHING NOT LESS THAN TEN (10.0) METRIC TONS (11 TONS). 15. PRIOR TO START OF THE RECYCLING WORK, ALL VALVE BOXES AND MANHOLE CASTINGS SHALL BE LOCATED BY THE CONTRACTOR AND CLEARLY MARKED AND PROTECTED OR REMOVED AND COVERED TO AVOID DAMAGE. 16. THE MINIMUM FDR MIX DEPTH SHALL BE EIGHT INCHES (8"), MEASURED ABOVE THE TOP OF THE UNDISTURBED SUB BASE. 17. THE CONTRACTOR SHALL PULVERIZE THE EXISTING PAVEMENT IN MULTIPLE PASSES OF THE RECLAIMER, APPLYING SUFFICIENT MECHANICAL EFFORT TO REDUCE THE FRAGMENTS TO A MAXIMUM SIZE OF 75 MM (3" INCHES). NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS, IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. DATE BY 1 10/18/12 LG/MS EDGE OF PAVEMENT 4 2 4 N w EX. WATER SERVICE L - �RIVEWA - -M,CH €�ftS tNG -- EX GATE VALVE ti� - - - - - - - - - i� EX 6" PVC WM -- -- - 1 0 \x 12+ 18.0' -� MART N W Q EDGE OF PAVEMENT REVISIONS DESCRIPTION OFFICE QA/QC STA: 14+17 END PROJECT MATCH EXISTING PAVEMF_NT SAWcUT -- EX WATER SERVICE E_ -- EX3"HDPEFM- --- -- -- --- - - - - - - -- - --- EX 6" PVC WM - - - - - - - _ --EDGE OF PAVEMENT 13+00 EDGE OF PAVEMENT 18. THE DEPTH OF MATERIAL TO BE COMPACTED SHALL NOT EXCEED (8.0"). 19. BEFORE FINAL GRADING AND THE ADDITION OF CEMENT, THE CONTRACTOR SHALL ADJUST THE CROSS -SLOPE, SUPER ELEVATION, AND PROFILE GRADE BY ADDING GRANULAR BASE MATERIAL AS REQUIRED TO PROVIDE THE REQUIRED GRADE AND CROSS SLOPE FOR THE ROAD. 20. THE CONTRACTOR SHALL BE REQUIRED TO RESHAPE/GRADE THE ROADWAY TO PRODUCE A TWO (2) % CROSS SLOPE FROM THE CENTER OF THE TRAVEL LANE TO THE EDGE OF THE TRAVEL LANE AS TO PROVIDE FOR PROPER DRAINAGE . 21. THE WORK ITEM FOR RECLAIMED ASPHALT BASE COURSE SHALL CONSIST OF PULVERIZING AND EXISTING BITUMINOUS PAVEMENT AND ITS BASE COURSE AND MIXING THEM TOGETHER, ADDING WATER AND NEW BASE MATERIAL, INJECTING THE SPECIFIED CEMENT STABILIZING AGENT DIRECTLY INTO THE MIXING CHAMBER OF THE RECLAIMING MACHINE AND UNIFORMLY MIXING IT WITH THE PULVERIZED MATERIAL AT THE RATE AND DEPTH SPECIFIED. 22. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A CERTIFIED TESTING LABORATORY TO ENSURE THE STABILIZED BASE HAS BEEN THOROUGHLY COMPACTED TO NOT LESS THAN NINETY-EIGHT PERCENT (98%) OF THE MAXIMUM DENSITY PER THE PROCTOR TEST IN ACCORDANCE WITH AASHTO MODIFIED T-99. 23. ALL ASPHALT CONCRETE THAT IS USED SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, SECTION 334 SUPERPAVE ASPHALT CONCRETE. 24. THE CONTRACTOR SHALL INSTALL TYPE. SP -12.5 CONCRETE ASPHALT CONCRETE AT A DEPTH OF 2" INCHES. 25, IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO HAVE CORE SAMPLES TAKEN EVERY 500' FEET REGARDLESS OF HOW MANY LANES ARE BEING RESURFACED AND SHALL BE RANDOM PATTERN. 26. ANY ADDITIONAL COSTS ASSOCIATED WITH CORRECTED DEFICIENCIES EVEN IF THE REPAIR WOULD MAKE THE FINAL THICKNESS OF THE ASPHALTIC CONCRETE OVERLAY TO BE IN EXCESS OF THE ORIGINAL SPECIFIED THICKNESS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO ADDITIONAL COST SHALL BE CHARGED TO THE CITY. 27. ALL DISTURBED AREAS WITHIN THE PROJECT AREA SHALL HAVE SOD INSTALLED WITH THE TYPE OF GRASS MATCHING THE ADJACENT AREA.. DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: 1"=20' SURVEYED BY: DSGN: FTW DATE: 05/02/2019 DRWN: MDS/LGMDATE: 11/21/2013 CHKD: FTW DATE: 11/21/2013 QA/QC: FTW DATE: 11/21/2013 .� NEEL-SCHAFFER ® SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 1 .l JL EX MANHOLE EX 3" MOPE FM - - EX 6" "PVC WM - - y INSTALL STOP BAR STA: 14+17 INSTALL CONCRETE FLUME s EX. i �I I W IJ- I JI C� 14+28 28 14+38 2% 'C. LEGEND North GRAPHIC SCALE 0 20 { IN FEET) 1 inch = 20 ft. V GRIND EXISTING PAVEMENT TO MATCH NEW ASPHALT FULL DEPTH RECLAMATION CEMENT TREATED BASE 2" ASPHALT PAVEMENT �y 2% _ PE EX. NTS -00 NEW PAVEMENT WIDTH TO MATCH EXISTING NO WIDENING TYPICAL SECTION 2" ASPHALT PAVEMENT 8" FULL DEPTH RECLAMATION CEMENT TREATED BASE (300 PSI) 11" SUB BASE MATERIAL (LBR 40) PLAN AND PROFILE MARTIN AVENUE PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA \owl I 11///// CFNS ° o0 t : NQ. 667)lrl m = -a = �10 ', S7ATE OF ®, ��✓i��Sp c�ORIDP%,"--_ II k�� FRANK T. WATANABE, P. E. FL. REG. NO. 66735 r / / `7 WORKING NUMBER: NS.08024.017 SHEET NUMBER: 06 Q 4 2% 'C. LEGEND North GRAPHIC SCALE 0 20 { IN FEET) 1 inch = 20 ft. V GRIND EXISTING PAVEMENT TO MATCH NEW ASPHALT FULL DEPTH RECLAMATION CEMENT TREATED BASE 2" ASPHALT PAVEMENT �y 2% _ PE EX. NTS -00 NEW PAVEMENT WIDTH TO MATCH EXISTING NO WIDENING TYPICAL SECTION 2" ASPHALT PAVEMENT 8" FULL DEPTH RECLAMATION CEMENT TREATED BASE (300 PSI) 11" SUB BASE MATERIAL (LBR 40) PLAN AND PROFILE MARTIN AVENUE PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA \owl I 11///// CFNS ° o0 t : NQ. 667)lrl m = -a = �10 ', S7ATE OF ®, ��✓i��Sp c�ORIDP%,"--_ II k�� FRANK T. WATANABE, P. E. FL. REG. NO. 66735 r / / `7 WORKING NUMBER: NS.08024.017 SHEET NUMBER: 06 PCO STA: 9+48. 24.39' L�T 3 INSTALL TYPE 'H' BpX CD W/GRATE TOP CONNECT EX. 48" CMp PIPE TOP` -,EL. = 5.00' \ N. INV, = 0.94' S. INV. = 0.94' W. INV. '= 0.91' \\ �, s IN TALL 320' OF SLIP LINE FOF"X; 48" PIPE z4 GENERAL NOTES ❑1 REMOVE AND DISPOSE EXISTING DRAINAGE PIPE �2 REMOVE AND DISPOSE EXISTING DRAINAGE BOX ❑3 REMOVE AND DISPOSE EXISTING STRUCTURE 4❑ DEMUCK EXISTING SWALE SOIL PRIOR TO PIPE INSTALLATION aTYPE'D' BOX (4'-1" x 5-1") WITH MANHOLE COVER OR GRATE (GRATE TYPE S9) PROPOSED PIPE TO BE INSTALLED ON CLEVELAND E__3 SHOWN AS REFERENCED I El ❑ JI BAFFLE BOX STRUCTURE TO BE INSTALLED Tx 12' FE-21 TYPE 'D' STRUCTURE WITH GRATE TOP PER FDOT INDEX 232 1-01 TYPE'D' STRUCTURE WITH MANHOLE TOP PER FDOT INDEX 232 6;1� SHALLOW DRAINAGE AREA �X) 1E TO DRAWING HOLDER DO NOT SCALE THESE DRAWI GS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CC NSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIE PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PRO ECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS DRAWING INFORMATION NO DATE BY DESCRIPTION FILENAME: PRESIDENT STREETS 1 10/18/12 LG/MS OFFICE QA/QC SCALE: 1" = 20' SURVEYED BY. DSGN: FTW DATE: 05/02/2011 DRWN: MDS/LGMDATE: 11/21/2013 CHKD: FTW DATE: 11/21/2013 QA/QC: FTW DATE: 11/21/2013 NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 INDIAN RIVER DRIVE AT CLEVELAND STREET PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA TgT'�fi = a SrgrE F \�ORIDA FRANK T. WA , P.E. FI 66735 .REG. NO. 66735 WORKING NUMBER: N S . 08024.017 SHEET NUMBER: 07 GENERAL NOTES 1❑ REMOVE AND DISPOSE EXISTING DRAINAGE PIPE 2❑ REMOVE AND DISPOSE EXISTING DRAINAGE BOX ❑3 REMOVE AND DISPOSE EXISTING STRUCTURE 4❑ DEMUCK EXISTING SWALE SOIL PRIOR TO PIPE INSTALLATION A-1 TYPE 'D' BOX (4'-1" x 5'-l") WITH GRATE TOP (TRAFFIC LOAD BEARING) _ PROPOSED PIPE TO BE INSTALLED ON WASHINGTON ---� SHOWN AS REFERENCED I ❑ ❑ ❑ I PROPOSED BAFFLE BOX STRUCTURE TO BE INSTALLED ON I WASHINGTON SHOWN AS REFERENCE 7'x 12' �mi MIAMI CURB INLET DUAL GRATES WITH TYPE 'D' STRUCTURE (4'1" x 4'x 5' r—_1 TYPE'9' INLET WITH TYPE'X STRUCTURE (4'x 5') L - J 1wTYPE 'D' BOX (4'-5" x 5-5") WITH TYPE 'D' STEEL GRATE TOP DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAW "JG, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. DATE BY 1 10/18/12 LG/MS SEE SHEET 04 WASHINGTON STREET PLAN AND PROFILE REVISIONS DESCRIPTION OFFICE QA/QC DRAWING INFORMATION FILENAME: PJRtSCGtAlx(8-T&SWPPP SCALE: 1" = 20' SURVEYED BY: DSGN: FTW DATE: 05/02/2011 DRWN: MDS/LGM DATE: 11/21/2013 CHKD: FTW DATE: 11/21/2013 QA/QC: FTW DATE: 11/21/2013 ® NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 INDIAN RIVER DRIVE AT WASHINGTON STREET PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA 11 0 20 ( IN FEET) 1 inch = 20 ft. REMOVE EXISTING PIPE ���,-WAT��, O No. 66735 ", t i N R STATE OF 'x,41 OWD / r 1 FRANK T. WATANABE, P.Ef��% FL. REG. NO. 66735 WORKING NUMBER: NS.08024.017 SHEET NUMBER: