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W 20 . 20 ti 2 00 f - - - - - - - - _ J........,.., - - 2 - - 2- -- - ..... ?s ' �,.`""""""�" \ ,, ,�g, '� _ N 1 9, O 0. 0, 0• O O• O 6' HIG WOOD PRIVA CE L ' 1- w /r I - R . 1 .73 ? ?p 2p 20 20 2p 2p ?o �, 27 7 ?7 ?7 ?7..: _ / e >S �� 48 S8 'S8 '48 �� eXlSting eop •>6 -97 99 •?O 77 -0> ,? •?s ,4>. ?r S? 7�8. T43 S3 7>9 21 9 ?78S ?789 eXlSting eOp 1 $8 222 9a ?2?8 .?79 ._._ E 23 ??�3 X ✓ r �r --�c�--- - -t a---- -- --I ---- ----- 4-----�ks�----------1----- 4-- - - - h-- ---- -A ---- - ----A---- -#-----�----- 136------ 4A- kms-'-- - -----3------ -� - \ �,_ /. W o �, _ - o T .?2 -2, . ��,...__ ?Q2' ,,�,��� 3� 2�3 � 2� 2g ?8 X06,.-._.._ - _ �a�a . w� w �. •„�-'� 2 2 ?I� ?' ?, > -- ?2 �1� 22 � - - 2 w z22 Z - _ �' k �� e:�il; .inI I v .?.I- - 21.4 7 ? 6' d 20.05 27 20.15 I& 2 .4 20.5 36 �27 S te-- 20.0 ? 74 .L h ? 4 22.2 ?? O x7 2 '* '\ 20- inv. 12" cmp ?> > inv. 12 cm /\q�,/�q{j (A� �'®''\ 27 inv. 1�2" cm i 1 ? q ?2, k 00 . P LAV �V NI ! T t - E� tnv. 12' cmP 21.3 .22 inv. 12' cmP 7 ZO'0 I P 7' 21? ?7 2?0j .�- i' tt ``4, \/ ('` Pn 1Ai � 21-13 inv. 12' cmp €nv. 12' cmp -89 ?7 .9> 0� > 1•`.1 Z E.ISTIf�JG �u > CON C FLUME t i - -- - --- - -- - - - - -- - 9? i- A = 50 33 58 / °� 1 S �6° PVC UD (TYP) OR A IIr I EXISTING RIGHT-OF-WAY 18 RCP � ES �e DITCH GRADING BY OTHERS ts.35 CONTRACTOR TO REGRADE < R = 150.00' TO DITCH 1 i CONTRACTOR TO REGRADE 12" AdvanEDGE VERTICAL DRAIN in 12' cmp © „> FELLSMERE ROAD - I `°'•I > BOTTOM I (SEE SEBASTIAN WINN DIXIE PLANS - EXISTING ROADSIDE SWALE BY ADVANCED DRAINAGE SYSTEMS, INC. 1 I J EXISTING ROADSIDE SWALE STA 0+75.44 T = 70.85 EL 16.9) I 1 BY RON HOWSE, P.A.) AS NECESSARY TO ATTAIN W I ml AS NECESSARY TO ATTAIN ' `I EXISTING EDGE OF PAVEMEN f L = 132.38 ( � Z I^ POSITIVE FLOW AS SHOWN POSITIVE FLOW TOWARD EXISTING WEST LANE OF LACONIA STREET PAVEMENT BASE o CONTRACTOR TO GRADE AWAY FROM ROAD I I STA -1+24.81 , INTO ROADSIDE SWALE. REGRADE EXISTING EXISTING DITCH AND SUB -BASE TO BE GROUND UP AND USED AS SUB -BASE SAWCUT EXISTING PAVEMENT existing ditch � I SWALE TO FLOW TO EXISTING INLET MATERIAL FOR NEW ROADWAY CONSTRUCTION. EXCESS MATERIAL I (� 1 Z < 24 WHITE STOP BAR AND RE<' OVE ASPHALT, BASE S O BE STOCKPILED ON TRACT 2 - SEBASTIAN LAKES SUBDIVISION, 111= STA -0+99.46 & PLACE SILT FENCE (SEBASTIAN WINN DIXIE SITE). I Q I v_� AND SUBBASE WITHIN AREA STOP SIGN TO PREVENT RUNOFF NOTE Z X I SHOWN AND REPLACE WITH I INTO EXISTING DITCH SOD DISTURBED AREAS ALONG ROADWAY `KITH SAME TYPE LEGEND W FILL DIRT AND SOD CA OLD R/W OF FELLSMERE RD. 1 1687 OF SOD AS EXISTED BEFORE COMMENCEMENT OF CONSTRUCTION STA -1+36.18 x zo.o2 EXISTING SPOT ELEV. AS OF 2-14-96 _ C/L GRASS MEDIAN I�.- existing 18" cmp LACONIA STR�FT 20.05 EXISTING SPOT ELEV. AS OF 6-30-97 BETWEEN PAVEMENT LANES IVORTH STA -1+77.94 W. R/W LINE E. R/W LINE C,� DENOTES AS -BUILT INFORMATION - , - . ,L,_ GENERAL NOi 0 .� __a R,W -- VARIES -. VARIES 3' - 24' SCALE 1. ELEVATIONS ARE BASED ON INFORMATION PROVIDED BY PARSON'S 7. ALL UNPAVED AREAS WITHIN THE CONSTRUCTION AREA SHALL BE - 1 INCH = 50 FEET SURVEYING, INC. SODDED, SEEDED AND/OR LANDSCAPED. 1.75' 12' C/L 12' 10' 10' NATURAL GROUND O I I 2. LACONIA STREET TO BE F.D.O.T., TYPE S-3, 1" THICK, BASE (TYP, SOUTH �� NORTH _ t I I t`,\['L \N \N. , V -1; \' 50 TOO 8. CONTRACTOR IS TO PROVIDE STRIPING, TRAFFIC MARKINGS AND BOUND BOUND SAWCUT EXISTING PAVEMENT - ��/, I / 1 /, /\�\ SHALL BE 6" SOIL CEMENT, AND A STABILIZED SUB -BASE 12 THICK SIGN IN ACCORDANCE WITH THE CIT'f CODE. PAVEMENT MARKINGS LANE LANE COMPACTED TO A DENSITY OF 98 PERCENT OF THE MAXIMUM 6" (TYP -� I 1-1/2" THICK ASPH_ CONC. TYPE S-3 co€ I_TOP SOIL DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180 MODIFIEQ . SHALL BE 90 mil THERMOPLASTIC. -.� ( 6" (TYP}- OVERLAY OVER EXISTING 12' WIDE THE SUB BASE SHALL BE STABILIZED TO A FLORIQA BEARING VALUE g ALL DISTURBED RIGHT-OF-WAY AREAS SHALL BE CLEARED AND 2% 2q NORTH UND A - -) I I -III -I I I I „ ( _ PREPARED TO RECEIVE SOD. SOD ALL DISTURBED RIGHT-OF-WAY 6 , I I -III -III -III- PVC END CAP W/18 SQUARE WITH T �E TFRT L CARLELFLnRInD QFPARTMENT OF CORDANCE AREAS '_! °1', -III-) I I -III -I I COMPACTED FIL!_ x 4 THICK, 3000 PSI CONC. COLLAR TRANSPORTATION FDOT SPECIFICATIONS OR AS APPROVED BY THE R �' � MATCH EXIST I I -I I I-1 I LA 11- ( ¢ 4 T GRADE -III-III-III-11 FIN GRA F CITY ENGINEER. 10. SURVEY INFORMATION OBTAINED FROM A SURVEY BY PARSONS -11 1f EXISTING PAVEMENT z I1-1 I1-) I 1-1 I I s• ' " 14 _ � -1 I . . .- 8 MIL VISQUEEN OR NON -PERFORATED SURVEYIN,. �€����������y�� R „ 3. ALL EXISTING DRI',`ENAYS DISTURBED/DAMAGED BY CONSTRUCTION 1 -1/2" THICK ASPHALTIC CONCRETE I •.. APPROVED EQUAL w 6 PVC PIPE SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION. 11. CONSULT "SUBSURFACE INVESTIGATION SEBASTIAN LAKES SHOPPING 6" PVC UD TYP SURFACE COURSE TYPE S-3 TO 2 ` • CENTER SEBASTIAN, FLORIDA" PREPARED BY UNIVERSAL ENGINEERING ( ) . •• FILTER AGGREGATE: MATCH GRADE OF EXIST. EAST LANE 4. EXISTING WEST LANE OF LACONIA STREET PAVEMENT, BASE AND SCIENCES FOR EXISTING SOILS CONDITIONS. 'I I HARD, QURABLE, CLEAN N .6'"•'•ELBOW' • SUB -BASE SHALL BE GROUND UP AND USED AS SUB -BASE MATERIAL 12" STABILIZED SUB -BASE (PBV 75) '- 6" SOIL CEMENT BASE I QUARTZ SAND MEETING - 4.5'• FOR NEW' ROADWAY CONSTRUCTION, EXCESS MATERIAL IS TO BE > COMPACTED TO 98% AASHTO T-180 COMPACTED TO 300 PSI - 6�' FDOT SPEC. 902-4 is - .� .-- ,. 12. REFLECTIVE PAVEMENT MARKERS Rt M'S SHALL BE PLACED ON ALL STOCKPILED ON TRACT A -SEBASTIAN LAKES SUBDIVISION, ( COMPRISED OF GROUND EXISTING PVMT- IN 7 DAYS, OR EQUIVALENT MIN. R 3! DOUBLE YELLOW STRIPING AND SOLID WHITE STRIPING AS SHOWN IN I FDOT .902=4. •FILTER SAND (SEBASTIAN WINN DIXIE SITE). FDOT INDEX No. 17352. AND BASE MATERIAL I .. CORRUGATED POLYETHYLENE • PIPE CONFORMING TO AASHTO 6"-4-5' WYF 6" DIA UNDERDRAIN MEETING AASHTO M-252 OR 5. THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR 13. ALL CONSTRUCTION SHALL CONFORh'` TO INDIAN RIVER COUNTY TYPICAL ROAD SECTION STA -0+37.18 TO S1 A 11 +32.58 m M-252 OR APPROVED EQUAL APPROVED EQUAL W/POLYESTER KNITTED SAND FILTER UTILITY INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS, SPECIFICATIONS. NTS ,I IN POLYESTER KNITTED SAND SOCK MEETING ASTM D.231.62 AND D.737.61 FILTER SOCK PdEETING ASTM _ CONTRACTOR IS RESPONSIBLE TO HAVE THE CITY AND/OR ANY OTHER NOTE: CONTRACTOR TO DEMOLISH AND REMOVE EXISTING SOUTHBOUND LANE ASPHALT, BASE I•., 18" _ ID.231.62 AND D.737.61 MAXIMUM DISTANCE BETWEEN CLEANOUTS SHALL BE 350' UTILITY FIELD LOCATE ITS FACILITIES PRIOR Tfl EXCAVATION. 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OF 3 ....I.+.�I.. a .. �. � ., :,., ,.. ,�.... ..,I�„�.., r. .. .. 1,. .,1., .. �I�I..,,, ...,..� u � , I u . ,i Ll i.l In 4 d .� ., . .,, .,,�..� n � ,. , I,...�. ,i �,�.� , _ , I_.., ,. .,,_ ...�., -.0 .,.. �,I.n u„ .LLQ . ,, W , ... un„..e u.uu. .. � „ � i.. -_,..: ,.,. ,,. ....i� ... _,....�, v . � �..__ . � � � w u. e: 4 w w+ .a I' U) �8 � � 0 z F_ U) 5� m a~ L|kJ\T3 OF 0ASPHALT OVERLAY CONIC FUJW� - TO TYPE C INLET, \ --- --- � Uk1|TS OF -�--r- - 32f0O ASPHALT | x � OVERLAY V. OVERLAY EXISTING ASPHALT CONTRACTOR TO REQRADE EXISTING ROADSIDE SWALE AS NECESSARY C � exioUnqcntch basin TYPE S-3 TO ATTAIN POSITIVE FLOW TOWARD EXISTING DRAINAGE STRUCTURE C " Ljj top grate 18.57 ' � __ _ _ _ _ Inv. 1!i4 CID X W ' � ����-�` -- --- --- - --- ---� -- --- --- 7-- --- --- --- --- --- ---- --- --- --- .......... ---- ---- 1p Uj «��� '`,� �-----_ ��� -- ~=--- �`�� __ �'/ __ ��~ -�-��- � /'�� __ \''� _�°----' /n�, /v` �--��_ -� 1y ��| �� ~- (�� _________��_'�_______+___________+_—_— —____+____ ______+_________�.______ �� _+ _� ~ ___ _________ �___-� 3OfOO � J 29 00 �� 1� 2O OU � 27fO0 -� 20f00 »om«'/»^c /�rs�*u' 25f00 24fO0 2�f0O 22fOO A / ''~r �UU '�.^ ��~K~����w�-�^ �/'~, / �/.° ' / ��/��/ / v�' �, / �^/]r / �,/J, ---/ ��/ ^' ^ \ �� �~ K ~ '`^� --- -----��/��--------����--�—�---��'��-------- --------'�/�-------- -----+���—�l� ---+��--------_���_ _L ~� MODIFIED FDOT - '-' -~" ` ' `« '~~ �� — �— )�nov �� �� ' ---�--� - TYPE C INLET \ -~�a -- -- -- -- -- �� GRATE 1�^5O � *az«o *2«ro ^zuoo )< 20.60 'ax"o *z�uo ^zu�w \ «z«�»u�»s *2�ao ^/a»o �zuoo SLOT/DITCH 18.40 --24 RCP __- |N\( 104O PLACE SILT FENCE \ ' | ( TO PREVENT RUNOFF \CONNECT TO EXISTING INLET \ CONTRACTOR TO REGRADE EXISTING ROADSIDE SVYALE AS NECESSARY (D 3:: `-CONTRACTOR TO REGRADE <| ' INTO EXISTING DITCH SEE pRDF|LE FOR |NVE�T �-T0 ATTAIN POSITIVE FLOW TOWARD EXISTING DITCH ���^ EXISTING ROADSIDE SYYALE { / exietinqditch bottom \OPEN CUT EXISTING ROADWAY m_ AS NECESSARY TO ATTAIN | ) e}. 19.47SEE DETAIL ��cr POSITIVE FLOW TOWARD ) mm � \ �� �m EXISTING DITCH Dxnc covx/� rn oDomn� (r �� ' | FALL AWAY FR(lk4 INLET 18. 37 PROPOSED DITCH// � BOTTOM EL. 18.0 \ \axioting ditch bottom � el. 18.37 - 1. ELEVATIONS ARE BASED ON INFORMATION PROVIDED BY PARSON'S T ALL UNPAVED AREAS WITHIN THE CONSTRUCTION AREA SHALL BE . SURVEYING, INC. SODDED, SEEDED AND/0R LANDSCAPED. 2. LAC0N/A STREET TO BE ED.0.T, TYPE S-3, 1^ THICK, BASE 8. CONTRACTOR IS TO PROVIDE STRIPING, TRAFFIC MARKINGS AND SHALL BE 0' SOIL CEMENT, AND A STABILIZED SUB -BASE 12,THICK VARIES 10' 10' SIGN IN ACCORDANCE WITH THE CITY CODE. PAVEMENT MARKINGS 24' COMPACTED TO A DENSITY OF 98 PERCENT OF THE MAXIMUM SHALL 8E90 m8 THERMOPLASTIC -~~----=--� ~--- °--~ . DENSITY AS DETERMINED BY A.A.S.H.T.0. T-180 (MODIFIED).' "- . . It D THE SUB -BASE SHALL BE STABILIZED TO A FLORIDA BEARING VALUE g. ALL DISTURBED RIGHT-OF-WAY AREAS SHALL BE CLEARED AND 1O 1O (FBV) OF 75. ALL MATERIALS USED SHALL BE IN ACCORDANCE LEGEND PREPARED TO RECEIVE SOD. SOD ALL DISTURBED RIGHT-OF-WAY ~ SOU TH WITH THE LATEST APPLICABLE FLORIDA DEPARTMENT OF °-�7 AREAS. SPOT ELEV, AS OF 2-14-96 TRANSPORTATION (FDOT) SPECIFICATIONS OR AS APPROVED BY THE BOUND LANE BOUND | L°`= _ CITY ENGINEER. 18. SURY[YImFORWAT1ON OBTAINED FROM A SURVEY BY PARSONS 3. ALL EXISTING DR!VEWAYS DISTURBED /DAMAGED BY CONSTRUCTION TYPE S-3 OVERLAY OVER FULL SURVEY|Ng. SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION. 11. CONSULT "SUBSURFACE INVESTIGATION SEBASTIAN LAKES SHOPPING DENOTES AS -BUILT |NRJRK4AllQN CENTER SEBASTIAN, FLORIDA" PREPARED BY UNIVERSAL ENGINEERING 4` EXISTING WEST LANE OF LACDN|A STREET PAVEMENT, BASE AND SCIENCES FOR EXISTING SOILS CONDITIONS. SUB -BASE SHALL BE GROUND UP AND USED AS SUB -BASE MATERIAL FOR NEW ROADWAY CONSTRUCTION. EXCESS MATERIAL IS TO BE 12. REFLECTIVE PAVEMENT MARKERS (RPM'S) SHALL BE PLACED ON ALL it it STOCKPILED ON TRACT A - SEBASTIAN LAKES SUBD}wS|ON, DOUBLE YELLOW STRIPING AND SOLID MITE STRIPING AS SHOWN IN (SEBASTIAN Y0NN DIXIE SITE). FDOT INDEX No. 17352. � 5. THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR 13. ALL CONSTRUCTION SHALL CONFORM TO INDIAN RIVER COUNTY UTIL|TY|NFORWAT1ON SHOWN ON THE CONSTRUCTION DRAWINGS. SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE TO HAVE THE CITY AND/OR ANY OTHER , UTILITY FIELD LOCATE ITS FACILITIES PRIOR TO EXCAVATION. 14. , ALL UNDERDRA|N CLEANOUT TOPS SHALL HAVE AN 18 SQUARE x 4 TH|CK, 3000 PSI CONCRETE COLLAR INSTALLED AT GRADE. � O. THE SITE IS TO BE CLEARED AND GRUBBED. Post Options: Wood " 0 Wood 2"«4" | Oak/��x/� | Steel LI3Lbs/Ft � � Lr_- � � � Ditch ~-`71 SLOT/DITCH EL. 18.40 31-4 1. 1 Ditch (24- DRC P 24" RCP DITCH BOTTOM INLET �L — — EL. 16.40 MODIFIED FDOT EL. 16.40 Anchor Bales WIth 2 - 2' x 2' x 4'Stokes Per Bale. FRONT TYPE C INLET SIDE -SECTION PROTECTION AROUND INLETS DITCH BOTTOM OUTFALL STRUCTURE OR SIMILAR STRUCTURES NITS NTS m � m � 0 z � + C, � � _j F on m ,, + | W. R/NUNE . ~ 9O R/W VARIES 10' 10' 24' -~~----=--� ~--- °--~ . C . "- . . It D �2 12 1O 1O LEGEND ~ SOU TH NORTH °-�7 xcooc EXISTING SPOT ELEV, AS OF 2-14-96 BOUND LANE BOUND | L°`= �T-Y`Tx-T EXISTING SPOT ELEV. AS OF 6-30-97 MATCH EXIST. - `��' GRADE it TYPE S-3 OVERLAY OVER FULL DENOTES AS -BUILT |NRJRK4AllQN | | it it z Optional Post Positions Principle Post Position � (Coo/ed 20- ruwond Flow) ' F//tor Fabric 0n J Conformance With � | Seo 985 FOOT Filter Fabric ilt Flow SECTION Note: Silt Fence to be paid for under the contract unit orice for Stoked Silt Fence (LF). TYPE U.| ~.-T FENCE NITS Silf Flow Note. Spacing for TypeIff Fence to be /n accordance with Chort I' Sheet / of 3 ood ditch installations of dxa/ooyo structures Sheet 2 of 3. TYPE ||| SILT FENCE NTS �'-4" - - ~ 2;'0" ^ | / EXISTING RCP | OUTFALL PIPE | �-ALUM' BLOCK -OFF PLATE PLAN EXISTING TYPE "C~ INLET PER FD.(lT. INDEX NO. 232 CONST. BLOCK -OFF PLATE W/ 1/8" AiUK4|NUK4 PLATE MOUNTED TO WALLS OF STRUCTURE VY/ 1/7" S.S. ANCHOR BOLTS AND BITUMINOUS CAULKING TO SEAL OFF EXISTING PIPE OUTLET | | . � Grate ��EALUM. BLOCK -OFF PLATE XIST`ING RCP OUTFALL PIPE SECTION MODIFK�D�|�|�`�TlMN� �� ��|�T|N�� 7�T��� �8�|N ICATIONS .`^ �-'`/.�/./v`� `�r`/^^// ��r`.»//vNTS T��|[`�| �R�� ��(`Tl[lKJ �T� �D4�� �� �147��1� TYPICAL '-' '- ''-''~ -~`-~''~'` `~''` ~-~ ' ~~ '~ ^~' ' ' `~` '~N TS - L0' L0' K4/IES 1.0' L0' | | | | | | | | I| EXISTING ASPHALT MATCH EXISTING MINIMUM ///2 rxpE EXISTING pAw�8�'SAW CUT BASE sAspmwr ~~- -\ SAW CUT ASPHALT � NOTE: CONTACT ENGINEERING DEPARTMENT 2* HOURS PRIOR TO C0N�CONSTRUCTIONEO. �� EO. �~ �T�N���� [l��� CUT ��T�|| .//r`/n��r`/`�� OPEN ����/ ���-/r`/�- NTS 00 F_ ~R | � 0 ' '" N 25 It D it CN LU it it z IM of MATCH XIST1qG it 00 LU V4 P4 20 it OAD IDE 81D L z Of LO 7. C4 n PROJECT NO.\FILE NAME DSGN 15 15 P4 DATE DRWN Lq 11� 00 0) 00 00 00 orl 00 SCALE CHKD AS SHOWN RSH 0 �j tw Vol OF 3