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HomeMy WebLinkAbout1999 - CRA Engineering - CavCorp ParkingI 1 *0 am , .40 - I J arJ J Q Opo Vlm w i I � 4 0,010/0OF r��z///,40✓ 1 *0 am , .40 - I J arJ J Q Opo Vlm w 3 4 W Q QJ V CL Q Q z a \ \ \ \ w Ch V) 0 L w to p O cn o w z wm Q _I > O w W U 1 of �A�+�.. �..,, IsrweTw„•wn•I}�`iT!I�Ae•ww,:new s•�Isn Iw,•era'P^.�neT..�^T�+ele+�rw.�E..�e.•+•n�•tae.•s••IAn.�A.e�”4!I�'ll•qA'.TIA!II1711AARIAA�IA•IIIIIIAAA.AAIIAIII*AIP .III IA�IAAII ... I AI I,I IAI I. IIRI I I 1 I • _. ... _ VIII• � .'. ' .. AAA + . „ IAA!Ae�IiinlA i nI+�AI�. I� � .I�n AA�AI�+�IIIIA��AA�!I!s�I�An�r.I�III�AAaA�Iea+I�A�r�Ieae�A!IAS+AAAA!AAA�A�.�!ARe!��m.l!A.!snAVAeAI�nA!•a1�+rs.A!nIn�AA!A•InAAwnA+,A�RAA•�L+r ,.... _> ...,A.AAer� . Ar!� _... ... . ....... _. .,..._. ..., ..,.., .._. _ ,. , . 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SPACES CITY OF SEBASTIAN 3" LETTERS 1 1/2» DW . N0. DESCRIPTION a COMMUNITY REDEVELOPMENT PR JE CT r----- ;-,----------------,- ; ------I 1 COVER SHEET _= x 4 PT I --3/4" PLYWOOD 2 INDEX SHEET - GENERAL NOTES - PROJECT SIGN o CITY COUNCIL I I I 1 I 3A SITE PLAN 2" LETTERS RUTH SULLIVIAN, MAYOR I I I 4„ x 4 x 10-8 1" SPACES MARTHA WINNIGER, VICE MAYOR I ! ! TREATED POSTS I ! 3B LANDSCAPE PLAN LOUISE CARTWRIGHT, COUNCIL MEMBER\ i ff N- 4-11 INDIAN RIVER DR., LIGHTING PLAN CHUCK NEUBERGER, COUNCIL MEMBER I I LARRY PAUL, COUNCIL MEMBER I I I PLYWOOD O x 3/4 I I ! 2 x 4 NAILER E-1, E-2 ELECTRIC DETAIL THOMAS FRAME, CITY MANAGER ! ! BACK OF SIGN 12-13 DETAIL SHEETS KATHRYN O'HALLORAN CITY CLERK ! I I I IN LINE W/ POSTS 1 1/2 LETTERS --�.. FLORIDA DEPARTMENT I 2 x 4 PT ENGINEER: 1SPACES 'OF COMMUNITY AFFAIRS I " % 1 I CRA ENGINEERING, INC. GRANT NO. L--------------------------- I I Q - - - - - TALLAHASSEE, FLORIDA 96DB-1 E-10-40-02-CO6�3/4'1 �3/4- EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER]_z 1ao cn = (n -0 n iI wl 1 LETTERING - FRONT VIEW FRONT VIEW SECTION VIEW J li r r D] m W to m m W 0 Y V O W o S • - �liV III IIY GENERAL NOTES - r7 1 a - 1. ALL UNSUITABLE MATERIALS ENCOUNTERED SHALL BE REMOVED AND REPLACED 13. AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF BREAKING 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL Z WITH CLEAN FILL PRIOR TO COMPACTION. GROUND IN ANY AREA, CONTRACTOR SHALL NOTIFY THE DAMAGE CAUSED BY CONSTRUCTION AND SHALL RESTORE = o FOLLOWING: AND REPLACE ANY DAMAGED OR DISTURBED AREAS TO 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED EXCEPT '- 0 w WATER: INDIAN RIVER, COUNTY PRECONSTRUCTION CONDITIONS AT NO ADDITIONAL COST. LEGEND Z D. E. P OR WATER MANAGEMENT DISTRICT PERMITS. CONTRACT SHALL = ca - 1840 25th. STREET 20. CONTRACTOR SHALL DISPOSE OF ANY AND ALL EXCESS,. J = Q VERO BEACH, FL. 32960 = ~z OBTAIN INDIAN RIVER COUNTY. UTILITY PERMIT, SEBASTIAN CITY ROAD CUT PERMIT MR. B. McCLEAN (561) 770-5325 DIRT, DEBRIS AND OTHER MATERIALS AS DIRECTED BY W INSTRUCTIONS TO REMOVE SHALL ALSO MEAN PROPER DISPOSAL W AND FP&L PERMIT. MR. B. MEAGER (561) 567-8000 (ROADS) z Z 21. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ROAD MODIFICATION AND PAVING C� z is 3. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE NOTED. ACCEPTED INDUSTRY STANDARDS AND MATERIAL AND z U WORKMANSHIP SHALL BE TO THE HIGHEST STANDARDS = J 4. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. ELECTRIC: FLORIDA POWER &LIGHTS AVAILABLE. - W z � 1050 BRANDON CIR _ PORT ST. LUCIE, 34952 9 Q z 5. CONSTRUCT SHALL MEAN FURNISH AND INSTALL. (561) 489-6254 22. PIPE DEFLECTIONS SHALL NOT EXCEED 80 % OF :'� • : A o z 6. ALL NEW AND RELOCATED WATER MAINS SHALL BE LOCATED AT LEAST TEN FEET HORIZONTALLY FROM ALL MANUFACTURES RECOMMENDATIONS. e.•,• ••; : • •• M SANITARY SEWERS, STORM SEWERS, FORCE MAINS, AND RECLAIMED WATER LINES CARRYING RECLAIMED TELEPHONE: BELL SOUTH • • •� ••• C 0 N C R E TE DRIVES AND SIDE WALKS CY)_ �- 3300 OKEECHOBEE ROAD ■ ■ WATER FOR RESTRICTED PUBLIC ACCESS AREAS AND AT LEAST THREE FEET HORIZONTALLY FROM ALL FORT PIERCE, FL. 34947 23• CONTRACTOR SHALL MAINTAIN A SET OF PLANSco RECLAIMED WATER LINES -CARRYING RECLAIMED WATER FOR PUBLIC ACCESS AREAS. (561) 468-9973 WITH ALL FIELD CHANGES MARKED THEREON AND W 7. IF THERE ARE ANY NEW OR RELOCATED WATER MAINS THAT CROSS ANY SANITARY SEWERS, STORM DELIVER TO ENGINEER UPON COMPLETION OF SEWERS, FORCE MAINS, OR RECLAIMED WATER LINES, THE WATER MAINS CROSS ABOVE SUCH T.V. CABLE: FALCON CABLE - CONSTRUCTION. PIPELINES WITH A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER P.O. BOX 780249 W MAINS AND THE OUTSIDE OF SUCH PIPELINES, OR SUCH CROSSINGS ARE ARRANGED SO THAT ALL PIPE SEBASTIAN, FL. 32978 24. ALL PRACTICAL AND NECESSARY EFFORTS SHALL BE TAKEN PARKING LOT PAVING JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING WITH NO LESS THAN TEN FEET BETWEEN ANY (561) 589-3870 DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION ®� TWO JOINTS (OR, ALTERNATIVELY, THE SANITARY SEWERS, STORM SEWERS, FORCE MAINS, AND AND THE TRANSPORTATION OF SEDIMENT TO SURFACE - RECLAIMED WATER LINES AT SUCH CROSSINGS ARE PLACED IN SLEEVES OR ENCASED IN CONCRETE TO STATE ROAD: FLORIDA D.O.T. -DRAINS AND DRAINAGE DITCHES. OBTAIN THE EQUIVALENT OF THE TEN -FOOT SEPARATION BETWEEN JOINTS). DISTRICT 4 MAINTENANCE DEPARTMENT 8. LOCATION OF EXISTING UTILITIES, INCLUDING WATER MAINS, ARE TELEPHONE: (305) 486 1400 25. DISCHARGE OF STORM WATER CONTRIBUTING TO A VIOLATION BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARING OF WATER QUALITY STANDARDS IN THE WATERS OF THE - THESE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY THE ACTUAL STATE WILL NOT BE ALLOWED. IN THE EVENT THAT PLANTS _ LOCATION OF ALL UTILITIES AND NOTIFY THE ENGINEER OF ANY SUNSHINE EROSION CONTROLS ARE NECESSARY, HAY BALES AND SILT `� ■ DEVIATION FROM INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS. U.N.C.L.E. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL AFFECTED 720 LAKE ELENOR, DR. BARRIERS SHALL BE USED. ,. t UTILITY OWNERS BEFORE CONSTRUCTION BEGINS. SUITE 220 ORLANDO, FL. 32809 26. EXTREME CAUTION: ELECTRICAL DISTRIBUTION LINES MAY BE g ALL UTILITY SERVICE AND TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION 800-432-4770 PRESENT 1N THE AREA OF CONSTRUCTION. CONTRACTOR UNLESS APPROVAL TO DISRUPT IS OBTAINED FROM THE OWNER. SHALL CONTACT POWER COMPANY PRIOR TO CONSTRUCTION. LI I GH TI N G ALSO, OVERHEAD POWER LINES ARE PRESENT AND EXTREME 14. A LATERAL SEPARATION OF 10 FEET SHALL BE CAUTION SHALL BE USED WHEN WORKING NEAR POWER 10. EXISTING UTILITIES SHOWN ARE BASED ON BEST AVAILABLE MAINTAINED WHERE FEASIBLE BETWEEN THE WATER LINES. - INFORMATION. CONTRACTOR 1S RESPONSIBLE FOR VERIFICATION. MAIN AND SEWER PIPES. IN CASE OF A CROSSING, A THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY VERTICAL SEPARATION OF NOT LESS THAT 18 INCHES 27. THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT SIGNIFICANT DEVIATIONS ARE FOUND. REFER TO CONTRACT SHALL BE MAINTAINED. THERE MAY BE SOME AREAS OF POSSIBLE UTILITY REMOVE AND W -- AND SPECIFICATIONS. CONFLICTS. IT SHALL BE THE CONTRACTORS CONSTRUCTION DIRECTIONS w DISPOSE...... RESPONSIBILITY TO LOCATE AND PROTECT EXISTING UTILITIES = o W 11. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, 15, CONTRACTOR SHALL EMPLOY A QUALIFIED LANDSCAPER TO ON THIS PROJECT. a U) SHORING AND BRACING REQUIRED TO PROTECT AUGMENT THE LANDSCAPING PLAN AND MAKE RECOMMENDATIONS ADJACENT STRUCTURE AND UTILITIES OR TO TO THE CITY AND ENGINEER AND OVERSEE COMPLETION OF PLAN MINIMIZE TRENCH WIDTH. - 28. ALL CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE CHECKED BY THE CONTRACTOR WHO SHALL BE W fj 12. THE CONTRACTOR SHALL PAY FOR ALL COSTS RESPONSIBLE FOR SAME. ANY DISCREPANCIES SHALL X 5.69 EXISTING E LE VA TI 0 N D a NECESSARY TO RELOCATE PROTECT OR CONNECT IMMEDIATELY BE REPORTED TO THE ENGINEER PRIOR TO >- ; Z 17. ALL EXISTING FENCES, MAILBOXES, DRIVEWAYS, CONSTRUCTION OR WHEN FIRST ENCOUNTERED. Z J o TO AN EXISTING UTILITY, UNLESS OTHERWISE m Q NOTED. SIDEWALKS, SIGNS, AND OTHER IMPROVEMENTS wo - of Of SHALL BE REPLACED TO PRECONSTRUCTION 29. ALL UTILITY SERVICE AND TRAFFIC SHALL BE MAINTAINED' CONDITION IF DAMAGED. z C DURING CONSTRUCTION UNLESS APPROVAL TO DISRUPT IS r za Z OBTAINED FROM ENGINEER. X 5.69 CONSTRUCT TO INDICATED ELEVATION °° Q( 0 om = o 18. MAINTENANCE OF TRAFFIC WHEN WORKING IN ANY R.O.W. o �, V, SHALL CONFORM TO FDOT PERMIT REQUIREMENTS AND 30. DEWATERING OF PERCHED WATER MAY BE REQUIRED a �~ a GENERAL STANDARDS. CONTRACTOR SHALL INCLUDE DEWATERING IN PIPE AND a TRENCH PAY ITEMS. 31. ITEMS SUCH AS PIPE REMOVAL, DEWATERING, POLE RELOCATION, TESTING, ETC., WHICH ARE NOT ON THE BID 9602 FORM SHALL BE CONSIDERED INCIDENTAL AND SHALL BE I 6-15-98 INCLUDED IN AN APPROPRIATE BID ITEM SUCH AS STORM PIPE. IN BY TLB .. /. °` - ri I&eWiiGli Yiifln iiMi.`w`al,_.`=..__w4t:6:lwinli2�'.iasi.1lmn.-•. _ iYruiYlaLlr'iis4eN,5 a ,. �.___._. �ii1+ _ yah "Y �s •:,. �.•: '° ..., _„ •... 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IRC STAMPED - _ - _ _ _ _ _ LIQ _ _ _ _ k ¢ �n(�� IG L 4 g4 _ �C�� �; h2 I MAT SHEET { WATER MANS. COORDINATE �- J k CTR TER - ' -�`q� Y I v SEE! WITH INDIAN RIVER COUNTY _ 16 k 6 0g CONTRACTOR SHALL I6 ONCR FLLt E ro I r FOR LOCATION _ k 6 S3 CONSTRUCT NEW CURB & k LOCATE 30" STORM Al k 6 4 GUTTER TYPE F AROUND 6 0 SEWER S 6 k S• C` > > A_ 9 3 STORM 26 , .. j+ j� _ 7�t STATION TRANSITION TO MATCH 617 RADIUS OF ALL NEW �------------------------------------- - - -- ��- t :-t .:: � I �� ' � 0 EXISTING CURB (TYPICAL) DRIVES (TYPICAL) �__________W�BENCHMARKt _________________ t N _ ____________ __ __ ___ __ __ __ __ _ Tom- I - - - - -- ---------k- ----- ----------- - ----------- ------------------------------------------------------------------------- -- --Z �ugs�u_TiER----_____ - _----------�----�-- -- �I - - - - I �S2 X21 X00 -5 >S --� 483 ------�0---- �:: I 1 I 0 DISTANCE FROM EDGE 1, o 1 z+oo Q OF PAVEMENT TO 13+00 , i t\ Y _ z > 14+00 15+00 Y ,FD. 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RLS 3909 I 1 I ' 4 CONCRETE NO f6 A�� °� ' �> O 6' 8 376.7' Plat 6. ° O t.s3' EAST + 1 5.32 5.40 5.17 I `-'� a RECORD DRA WING 190.0 SIDEWALK I DIS"TUnDED 1 �' .r N68'23 06 E �6/. f q 375.78 Meas. r h`L% \.7, 0.60' SOUTH 5 �0 I a _ 00 T g 96 14 6 -�6 r a+ .s k 6 Al6 ° v k k k l I S = w I rn _ _ 2 6 2, ,j� S 4 Q S o� PARKING SOT AREA - 1 1 9 S 8 v V �• 6' 6 6 O `S 6 ra `S 1 SET IRC IN = a N o - - - - -ZETA I1gW G JJVALL (j Q LB4644 1 t E-��i k = O N Y dP � � EXISTING CITY k Y 4. _ c0 N v v v + 8 - k RISER AND NEW A_ 6 k 6 k k , INV. 2 - p+0 10 6 8� LIGHTING CONTRACTOR 45 6 6,5 $ 8g S 68 {} S REMOt/E 3 POLES k I 1, - '1- 'I • 6 \92 VEHICLE &TRAILER LANES 5`a 3j COORDINATE W/ fP&L t k WILL BE DELINEATED AS CONSTRUCT NEW k / AND BELL SOUTH i k k ti t k ? 3 k Al Al CURB & GUTTER > 6.,;,,4 CONSTRUCT CONC. 48 6 Sg SHOWN /N DETAIL 82 TYPE F (TYPICAL) l REMOVE CONCRETE INLET / 0 l k �/ l kit DRIVE .(TYPICAL) � / 1 STRUCTURE. REPLACE WITH I ,� - m 2; x14.5 CONIC A_ k + / ' DUMPSTER PAD ?>y k 6 k k k S. �FDOT TYPE * INLET AT,,FL^5.1. I k II N W/ •6' FENCE k > 63 6 6� ,► � S >8 � O 3 k PAINTED LIMES 06 0 1 k i1 { P, n 1 w X k> k t Il o 9`,t 6Sg k S S { k k it ri I `` } m k > 6 S4 >0 _ 28 LOW PROFILE PLAT& 3 O r A !`u y .� w m w - m �` k �•� k { kk4 �tk�s S 44 n .� a 0 "9 6 6 k k il3k 91 p k t - ./ v> a w Ar 2! s Ss k S >3 k 2> k S 4S I k� 11 i o o U •S� li i S - I k I - L) �,,YIIiL■IIIIIIWII IY IIIYI IIIIIIIUWY■�ItlYIrYIIIYIIpY 26 0 IkI1 N � rilZfl j 0 VER FLO_ WY + CA 0t k YI I + moi• N �2" I 9'x5' CONC. -THESE PARKING SPACES -A I k koz ; t 1 I Z £.ate ' :. ��xa Q PAD FOR �, PARKING ARL WILL BE MARKED ONLY _, x N x - �- - o PHONES rn �► �► BY WHEEL BUMPERS 31 s` TYPICAL PARKING 0 i k k I j m +�, k DELINEATION, SEE S 0 D PARKING ARLF.A. o f k I I S 00 z NOTE: k k DETAX k 6 ca k 1 k 2 � k S SSS 3g S 41 W a 8 k 6, k k - EASEMENT ABANDONED AS PER • 06 ? 94 .30 Sg 6,14 O� S S2 k t 1 W J of i1 I I RESOLUTION N0. R-91-11 i I Z k1 I I CON TRUCT Z w � W/03 0 CONDUIT i CON PARKING - _ - a co 30A 240V 1 TIMBER OR CONC. 0 I k I I I 1" PVC CONDUIT (� _ p FOR LIGHT IN BUMPER (TYPICAL) 0 t ; j I v ►- U SAME TRENCH I nk�l I I Y - z Q• `Ykl j cn z jr Z N o = W 1; 0 t k it a Z Ar 6.6 0 r kk� I Z Irn m - o .QZ! Q 0 t Ikt I rn w = a. - WELL 0 I k kt i i a `� _ _■ ,�„ PVC k k k k �k k I - = W l a k k 8 / k > 63> 6c 6S1 S6 �0 I i _ , w o I I MNIi��NG WELL 8 >3 CONDUIT 0s 43 REMOVE AND REPLANT 9 i k i36 S 42 = z 3 PIPES I (VENTS o I I REMOVE AND I kl 1 I O CS ANKS FOR REPLANT PALM TREE PALM TREES ON NE tk k I 1 I w SE CORNERS. 0 N --6� 0{ I I N �• 1 +J h I PUMP HOUSE 3 �0 I k� ± Arm o A_ s 18„ I k l I 1 O0 o All 26 0 I _1c Ik1 I I v v _ 73' Ik1 I I -Y D WITH PUMP AND IRRIGATION CONTROLLER" �o tk I - 3 H.P PUMP, SELF PRIMING CENTRIFUGAL. FIs'• t k I� ESP -I2 -SAT -2W IRRIGATION CONTROLLER, �8° SET IRC O o I Ik1 I S` S 4�, ' 1 PUMP AND IRRIGA11ON INSTALLED BY LLBTA4644 lkk Ij ��5 42 `■ ■ ■ i A, 1 t ECO AS` STEMS 561 466--4V4 6 . SS • 1 .. j k 6 6 .4� CONSTRUCT BOX TYPE ` kk. i /` IIWrYIIlYII1lIIWYiI iIIYIWIIYYYYI'JYYIIIIIYIWIYIIYIIIIIIIIYYIYYIYII IYY' - 18 89 rs„ S9 CHANNEL UNDER SIDEWALK] 41 k 4. I J 22 4a A- TO ALLOW DRAINAGE INV 5.0) 11 REMOVE &DISPOSE ? k ( t 1 OF POLES k 8 ' 94 �� PVC k -07 >4 6 24 1 k IYki II 1 Al( CONDUIT 0{ k , I 14 Z .J Z CURB & SIDEWALK 1 ' > >S T�('1RV 2" - - 0 1k k ` 1 '' Q Q CUTS PER FDOT CONTRACTOR ADD -ALTERNATE k 6 •12 fEtttVEF O L,OL L0CEff I �1 SPECS (TYPICAL) SHALL REMOVE 1 12 83 PReiMSE '" E4fe+`r A+ i 69TIf f 1/ ! 19 [� I Y i_rl I I C/) A_ 1. IRRIGATION SYSTEM -�,r.� ern oc j1l{1t l k R' l I Q • 6� CONSTRUCT 360 $4- o I I i m W W - - E'- RELOCATE 5./` a 5 �` (� �` k I I > I- �► LF. OF SIDEWALK �' / ! ° 1 I 1 I W _ PALMS d 1 k 1k I l �� 1 0 J 7 F). IRC Al 9 08 CONCRETE POSI Sk o k? 4; d o n k 6 '� k k 6 '� �I 15 Y- :MP STAMPED •67 ,� O c� 68 > 0 I 4� ' �O IRc1 I �) CO STRUCT HANDICAP 3 w ------' L_J R_S 3909 • �5� 1 Meas 391.6 Plat �� 1 2 51 `' S1 5TAMPED 5 'S } �� PA /NG AND ACCESS I o W 190.00' - 'l/ o 5 -- -- ---- ; �;_ �. Er 4RLS 3909 •)t5.43 5 J ■ HALT 0 P •I •j Y . 2 AL • .. • / " .: � :.' a �. .'� �:• :. .' '4 •' y" 6• 6• �� U i ;KING \ a �. O ....:. 0 ��, a. .. o` • o boo 000 9 6 OODO �31 O g4'� 6 I o r o Q -------------- - O 3 a 55 �ti IY z m a - 1 ------------------------ - - - - - --- - - - - - 1 d�, 6• 6• r . i a nUJ r ? 69 243 69S '� 83 I N REINS ALL RCP > .............. S EXISTING w o + d 67-00 REPLACE W F TYPE I I o I INV=1.48' WITH PIORTH - a s 65+00 n 66+00 '� MATCH EXI T. ELEV s8 -o° �` h +00 , E-9+34.96 ; ; INV © 4.35 = w Q t� xi S68'21 34 W FELLSMERE RD. (C. R. 5 2) `� ' I Y 0 Z y FD. pK NAIL .1 - I- - - -- - �- - - �-- - - - - - - - -�' - - - - - -i- - - - - I -- - ► t 1 = Z< - (8 0' RI W) - W o STATION o^ -r -• ; I nx = o w w MATCH EXISTING Y I ;-� I I ow .. TYPE F CURB I TOP ELEV. _ = 4 1 10 4 ~ a k k A- k ; TOP OF WEIR = 4.62' 1 ' I I 113- -- =----- -------- 8O3 ?>� ?42 66----- `------ - 2rCURB&GUTTER - 1 NORTH INV. _ 3190 Q -I 2 - ------------------------_------__ {------.-------- �(� Y SOUTH INV. 97 ( Y Y 1 I S4 21 k APPRO OF IMM �.�& I EAST INV. =73._ T I I 1 a DISTANCE FROM CENTERLINE I--�--Y , FL OYYIIIIYYYYY 1 ASPHALT "PARKING TO EDGE OF SIDEWALK 1 k w I {a, 12�Y_ CP _ o 1 ASPHALT PAf;KING I k 6 k �\ I INV. 3. CD V _j p SEB97S3A _ 26 O> _ _ - _ ---�� - _ - , - - - - - - -- - - - - - -- - - - - °°-' _ I '" DATE: Lij 6%-2 �H > - - - - �- 9 - - O 4 _ -_J i \� D. 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SHEET 5 1 k k 4• 1 p 8 %16 k 6S 33 609 516 8$ i s�o'`�o�`�o k6 3 k6 k$ k ; 1 �� ��� k) 47 k 09 63 STORM 526 1-------------------------------- --� I 1 BENCHMARK -------- -- ---- ---_-------------------- --- ---------_------------•'�------------------•'r-----------_-_----------------------� _----2S�BBS:�TR---� --- k I N t ®I - - - - $2 �21 fi pO 18 T 0- 4 ; ; p I ; I 0 „ 14+00 15+00 ; Ill BOAT SPIKE' I \ I 42+00 13+00 ' N68'23 06 E /80' R/wl ' 'STA. 624+06.89 I 5.60 - - - - - -i - - --+- - - - - -�- - - - -� - - - -+--603.24' - COLLIDGE ST_ ` _ -/ -+- - - - -FD. PKQNAIL�no_ fa.8�t LT• 16+12,681 c(4 i ` X 6 tL 01 ----------------.---\- - %i -----------\- --------- �,----------------------------------- - I' rVl k CUTTER 4� Oil r E �� + w Li - - - - - - - --------Ae a 6-----------� A --------- �'---------------.------------ I 1 V a -- GUTTER o 29 8 - - - 4S - - • 18 DQ' k FID 6 ®® k�®®�® k6 o Al ®�® ' k540 ® ® a UJ UJ ;" I -'Z 3 k 3 4. O In T t Do 0 4' CONCRETE NO 16 6 e ; ; 5:32 15.40 15.17 1 190.0(/' SIDEWALK �plSTun G N68'23'06'E 8 376.7 Plat . �1q 37 8' Meas. s �� I� Q I I � Sgs ,•14 -•06 -' o. 69 k6k6 c o ks ks k k 00 R I r I S -- ___17-1 ---r 1 , ? $6 1g ?i S6 0 561 4 v 51S TAMPED 9 /ET B PE IRC 3 v k ; 4 82 - -, zETfillq(jy0 -WALL INV. k v� X16 k6 k64 k6 k k$ a f ,� d 3 -Sabal Palm 81 a 6$ 2 -Sabal Palm 89 68 (j A - ti 5. 4 A 15 -Pink Oleander #15 � � 10 -Pink Oleander #15 i - � 6 x 2 r ;I k 2-Washingtonia 6 �4 8 sg S. 8? 2:1'04.5' CONIC 3-PampUS -k' "k DI+MPSTER PAD 6 -Silver Buttonw38d Shrubs 663 X 6 '� $ $ 0 3-Woshin tonin 1 k ;� yy 6' FENCE k) 61 �8 g 30 k .. it 1 • 06 5 -Chinese Fon #7 ( ;{ k k .9 k 6 180 -Silver Butto wood Shrubs 6S.1 2 23 r t _ 34 k �( k kk �; 6• S6 k k k � X k� I 1p 4¢ I k UU i a �3 k $ ¢S t k �. `I Q7 3p 1,0I NAw4il-CCD�LiDCaE 5i `-�• y/-(cEr w 3 `�6 lk 1 1 N { LA 4Q - ®.,� t1 t o I o I 20 0 20 40 N SQA U lX SII► t .,. II 9'x5' CONC. {l;Z N I m PAD FOR ni ��0 SICVERt7Dnluk�np3 ------� 1j }; l En rn PHONES 4 - _ _ - ;a �..__ - -- =- -- -I I k i { I -' O -•1 AOD/T/0/YAL LANDS[AP11I TO /VORTH SOUlYDRY l ! t� + I k 500 `o k k k Ik 421 $ �S$3g S 41 EAS ENT ABANDONED AS PER k 8.06 k 94 k 30 6 Sg k 61¢ 6.07 k 5 5 2 RES UITION NO. R-91-11 - I X ; I t I k k i LANDSCAPING RECORD DRAWING j k I I I- Q O Z � 3 co I k 1 I CA o CIO m k 6.60 g � I� '� ; 1 l Z t rri z 0 t w I kt t o 8 -Live Oaks 3 E k k; i ! o t� 3 k k 6,31> '' k6 k6 k$ I �tdl� G WELL k 8 �3 6 OS CO CRETE ! 4,3 4S SJ 69 k �'` 3 36- 3 -3 PIPES PA (VENTS FOR 1 7ANKS)----- / I ;ktI 10 �Q , t k ki I I t� + 1 k �8,. l x; i I� 6 LLI 0t 26 { kl j IZo :' �� f I k t I o Z w �3^ 9 Ik �; t I v, o �.44 p 4 SET IRC I k ; t I t , �✓, 8 ri;'"' , Note: LB 4644STAMPE0 ( A k k 7 • SJ Placement and number of plants Ik ; I { 5.421 X k 6.89 .4 6• Sq 6 ¢3 may vary to accommodate k 4. t 1 2 k CL 18 ,6Y.5 ? Q actual construction of zt kpl I k k 94 k2¢ sidewalk and existing trees. �'� x 8.61 01 )4. 1 1.0 k 2 -Sabal Palm 6 �j 1 k t I r �S 10 -Cord Grass #3 ,� 1 �� 3-Washingtonia It 1 cabal Palms I 25 -Nora Grant #3 3 6 8,3 - ? 5-Pampus ! �'Xi 15 Cord Grass #3 2 Sabal Palm k I 25 -Nora Grant #38 4� 1 k 6,K 10 -Cord Grass #3 a 25 -Nora Grant #3 t CONCRETE L�O6 k 4 0 o k k d' I k ;X 1 F). IRC 4 g k ) I ;MP RTA_SM390q 4 O8 POSTS 8.61 ¢ d 6 68 ' k) O2 �1 `� k1 - r-� - 1.75' Mea 391.6 Plat 4 Zan ° O O T 1 �j i 5.31 - - d _ 190.00 �. I - - _ .. � _ ,� � _ ,� R 9a� 5.43 ' ♦W Q - - - - -__ -� - - •Y 0 581.5 8: - _ - O• _ - - - .fail ;•. ;..:. 4 9 U 6 I 'HALT RKING \\ OO a a t ° rTok .I ; 1 i• 1000 d o 0 kl�,EXIST - - - - -• >9 -\ J 6g - � •7 24 - V b. 9$ �� 4 83 G 7+00 68+00 CONSTRUCT 69+00 69+3 .96 +'INv=48' 65+00 66+00 S68.21'34" FELLSMERE R C. R. 512) � , I FD. PK NAIL - - - - - I - - - --I- - - - -}- - - , I - - - - - - -► Un I '� 2-Zamia 10 (80 W) 2-Zamia #10 2-Zamia #10 - 20 -Silver Butt d Shrubs - it I I-� I 2 Washingtonia 2-Zamia #10 25 -ilex Schelling #3 2-Zamia #10 80 -Indian Hawthorne #3 20 -Ilex Schelling #3 ��!' TOP ELEV. = 5.�s 3 -Pampas 20-IlexkSchelling #3 20 -Ilex Schelling #3 k 32 -Juniper #1 32 -Juniper #1 TOP OF WEIR = 4.s2' I , 4i��J Wiper #1 _ :-____-, 16 Silver 8�a�nwood Shrubs 40 -Junipers {1 33 -Juniper #1 662 '-__ _-------------------__----_ 2-- «�UTr�I� --__= NORTH INV. _ 92' I r �- -�� I SOUTH INV. = 97' I S4 X21 k ----------- EAST INV. = 3. 7' APPRO- NW ----------------- ; ( ASPHALT PARKING ASPHALT PARKINGI k k 1 I I ao INV. = 3. m i I 6 46 k\\ ilk �LANDSCAPE16 26 -- - \X09 -- \ftp -- I -__ -- ,,�¢� --- _ � - (f�J- -- �- -- -- - -- -- -- -- I \`�_WD0 I 4 _ - MA_ Tom' LI E DATE: 9Ta-1' 98 k gs �` ? 6� X24Ie �6 �g 6 31 I k ¢ 19 k 3g k 1 - - SEE-SFTE DRAWN BY: TLB I I 1 53> 1 D r I I t ._. tv " 144441 Y1iYluiliiur4YlYYY.iYIY'rlYuuuYe ulYYII YWYfW. YYI h• r ,_. d_.. _..> -- _ ._.n .. n... ... _. ...:. . ,. ..,. .. .. . .... _ ".. ,,.,.. .. .r_ - WY WYW YY iiIWY1W WYriYalihWll�YiiW4141YWIiiGY11Ya W IYWY YYYeaYY,dW114NY43inY i ! _ _ - ti - .. .. .. .. l.. .. . ,a... _- , l.. °�. 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N) S G n(5'#1Z T14WW CO. - V JVAkiFs w 13 -- - - — TO w A-r0k �r _ r s IG CDL1r?rzeTOCtz�T� >r-"='C�u` — I t=�1--�NbvrT- carvrc71 �.rcrs i7 la • r2 !2 � � I l� r��� T R�EkIC-H- DET'Al L Ii I 1.T 5. 240 V, 10 P1iW�L 11 , 100 4 tit* HA 11U P1A 3 iz '3 1201 UO V, 1 yb, 3 wr `,�,a7rzD Me ( 18 OrtCurr) CICT am P f LOA C> IOW WIZE CST Anr r- LOAM 14w winr�s t 3 o Z �j Inc HZI 1JS -:1-4:-` *6 THC04 CU -230 Z L 14N'LI .U<,, 3.4 #+' THwU CO 3� l CKT 4*e 1 c.-146 a j .� 414T *'-7 It ' 12 13 1 14 i IG �unrcrion+ 430Y A0 i- U-CEe Po Ls is IN- • I _10'uSF _ I W d��-t--rv`r,�—�r��- .� aMf�i _ i 1►►�.. �4L,C. --..... _ 1 --b-r�-�• _ I I I I -E. — ARE ��rsi�v E h�� �vD ydL E �-- G -�-.4. L x 1 STl 1.1 �' C� tzavt� � 8 icw • � y29 Q M 1`'S I I �l 11-(11 l I 1 4..A; •�,R�2Qov, i0 A � L-r>='r� N a-r-� -- t�N;astr s��r �, �. . . To �13aLa1.jC� conn 1 —_ _ •\ _ I(E 4RR J11=11 (� `Q _.AOS /4N D- 1:7,mofl Prz15C1<EDI Q r G 1=C T C- r 6 C H 40 P vC WITH3G1—"c44F4,0,Y)7t! CAA FzEX . FROM ADDENDUM 2 : - D� Irz>=Ct3T U>zI d L /V/VCc 170 at 6. 9heet FS 2 9-08 fies Carman Class �dnmiem hA;F iR 914 A' -AA POP dQ1 Ail AfjbGr.8I2rGbQ' (20 k) o U e -To CZSA ofyolr base birl. Note: This detail does not depict the actual base of the direct burial i pole with its inte�ral handhole. Contractor shall use the handhole and base of the pole for wiring „ 1 connections in lien of the junction box unless a situation precludes this. Therefore do not include the price G �� U LJ SCJ D ; S/g u 1U CUl �F'�n C Lois of the junction bo� in item 30 (a). Item 30 (b) is used to establish a price,for the junction box if needed. -TO EACH FOI L4=— WITH 10 1-3orzEf .. CU N DU CTd tZ - Add to Sheet E-2 next to the lower detail: Do not i elude the junction box as part of the bid price for item 30 (a). Wiring connections are to be placed in the base of the pole (see pole detail sheet 12). ' Junction box used only if situation prrecludes placing connection inside pole base L16iHT D L-' --I=— LE --'L I l C hf A LFor Servile Connetion #2( Main Street and Indian River Drive), contractor shall eliminate �. existing 3 3 Amp box that supplies the boat dock and combine with the new panel. , r� l �y Q 4i: ' 11_ _...'.._._ ...___._. _ '1C3 IIVYYYWNtW1lYi11YtWfiWuA11IIYtici14171tertYlr"t"ii01iur9ww.w.►..+.;....y1►.F1.alpaga"sn+t�wiw.u:......••�—p,� ••__•�•—,•.,•,•. Jlwr%N1YYa,r�i�...r.�1 Y�Y'W .. ti JJ ` • r . � - •� •' ./'•�' '.. •"ice i - - _ L _ .6) 1 M1. ' •n��' I y ,I.I I b i 46 a I q I oN CIVIL f- UPS .. I. I C . 9 � ._e�t,.Ew'd �a►z.. ►?.a.rre � � I' il((I II J •---._._.._.... _...._._.._ . I t, 111 II _ 1t , `_ __ __ _ _ _�,,�y�o/.•. /_ _ _ — --S U QIv15-1r iJ 2 II . .E.SPu.�IirWIu4l I�1 s• Cto2N I1 DM,L. y I1 DIIII t�I . P. �_. vas ,I . iII�II I I•IIIII I I C► Ip«I SUS 11Q1 I II I!. E.P. Sus. W.A. 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Q�C�It��w��,l�s C`rY..l�&L) Y 1�' I �I� LOGQ-F I O JTH oF.. a�Y I �OcoTlol�s _ r .. .. -'lDci- VJOT -.4-Fr ,4GH `Go�� UIT To 1,�RLIIIJ,4GC � u �C F� 11j.G�TH , H . i iYIIIl IiiIYII11tlIYI�I 'y ii 111,110111 I llIlIIYII I III I I rIl IIYIYII II llYL1Y1111I1111111110111 lYIII luI IIYIII II I'll I 11 kill IIII l hi1lilll ■IIYYYI YIIIi I III111111 I1Y 111111111ii11rII11111111111111Yi1 YII1111YI ILYII VIII®Ilrlilll 111/1 111111YYI111111Y111l IlYIr I111fr1 111111111111 " 11Will III 1Ili 11111 1 III IhIlll IIIIIIIIII IYIIYIYIII III Ill ill Oil llllrlI'll lilYlHYiY'Y I w J rn rn rn m Ln 0 L F- V O LD i Ln Q m Q V) Q l RIGHT—OF—WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida CO i � � 0 20 GRAPHIC SCALE 160 REWORD DRA WINGS40 80 mill N 00, A r? ( IN FEET) w 1 inch = 40 ft. - •tib J C\2 LO1 II , it II II I 3 kill E�gewater [Pork Subdl'vision o o Plotbook 1 Pae 23 1 �fYYf IYYYIIIIY IYIIYIIY YhYYY YI WI II•YI ■ Yit Yfi Yl cii _ Blocik 5 Co 11 0 11 1 I I I I I IIN / I I IEdgewater C4 I I o I U) 11 Park �ubdivisrori U = o� iCIO , v , 11 .� o I II it I 1 i coEd Edgewater Pork Subdrwision 11 Plotbook 1 Pag.23Edewaerar�uivisror iI ^ II I Z o • / Plotbook 1 o� Page 23 / Block 7PIatbock 1 Page 23 0 I1I N w 4w BlocK 10 r~�'v Block 9 ii I I �' I i — a ¢) d/ l I i i I I I II I� I.R.C.QMEc t, g fn OR BENCHMARK: NAIL SOUTHSIDE OF I I � 'U i i I i i , 1 I I �, I` P.L s. so s N +-k' 1 Q 1 I— Q POWERPOLE —ELEVATION 5.94 ,/ I I ( ';= I I I , I i , i I �tih/ J , ,1 +ke ; W w J \ / co I i 1 +t- $ h — — — -- 623+00 = Z Z = (� 0 / „ _ /� — i • MAL ea>as 9, Roto 2+00 J 5 2 6 , , a oN oa+c six e L eREwE I >• RCP,► 62 N 2 2 �-- W - U A FD CONIC / k `h — r — 1 —1 - MONUMENT 0 ' " + # END EXCAVATION �'�' ,, colic. 1-11 + _. — — N _ J W LB 4298 I h' h PAPER 9' — — _ — / 62,+00 + ,. a>'� — — - • ) D 1 1/2" I.P. + soot + / \ ' � STA. 618+70.00 � � NFJDYfMl3— — — h°i NAL I � — — — W W ti c { I { 620+00 !a- -- Y 0 IN W .,- 1263131.57 ser \ 11,{— —s e — t , — _ — — SET MAIL &CAP SV NEAIDWALL °� STATION 611+48 + �' — — — — — — — D�--7--- *. { 673296.14 o { / +<r — — — — 6,s+y —I — — — — STAMPED LB 4644 Z ` o N 8L(AN SURVEY `* 9 — — — — — + I — U Z ---------------------- t– ----- `� —--------------+-------- hk� 6,6+00 — l 1,> I ---- _—_ s? F F F 1263768.58 + ►– o Q --------� —---------------_�--- 617+00 r:- I - Tn6 612+00 6,3+00 N 8.30'091, W 614+0o e Indian River ver Dl"1 V2 618 h� — - 't —i _ ``+ _ �c 5.39— — — — — 673039.57 $ Lr l/�`J M J ® /S d�c TAB I I I h• I TD NAIL — — — — — — — �• � *a (8 0' R/W) — — — — — —� -+ 7 CURVE DATA E V,ad oRA�I ®-' 1s RaP i ■ ■ ---------- s ---------�—� --�-----------.-------+---------- ---- �------------t— _ � + Ate` _ — — — — — — — c� s� s� —— — SFT Wil- as rep `� :..� :. y .�. +"o� _ A i .. R — 5729.58'» s r 1262804.5 .. , .: > ' .. - :: 1AREA s�►. bi ' w - . .' • . .. .. , , .. ST44M1'ED' :L"B . 4644 0 = W 673405.5 .. I� . ��' •L. .� o . • + _ — — P,ao ser 4 B �L — 687.1, / s - 4c4-- 3.9 ,:: Y_ Z_ +s G I I \ :� rl °er -- �"� ooHc o _ gl {ORE�INE +>< i 3 t z IN W SNHER a° ABL AWK I' I i I I gym G I / j / MdtlC 1 _ w I I I Dont eaa`f I I y I 3.5 / / W j A ,�" I, I s,"' >''/CBS VER IN 3.5 1 0 INDIAN o PSS tSl A� EX/S7ING CULYFRT INVERT UND/SIURB£D I! I I FUIVR£ LIGHT LOC4770N WAS ' S7lRVFYFl1 AT EL ,3:T7 l l I 1" Pi/C STUBBED 21' 6" OFF FOP SEE SHEET 3 FOR 1-� I CONTINUED LIGHTING = y 6 ALONG INDIAN RIVER 8' / 2' / 8' "� - C �, Ee g e w o t er Pork Subdivision EXCAVATE EISTING / _ _ DR. AND LIGHTS ON _ Ed eweter Park Subdivision / TO ELEV 3.5 �,'v FELLSMERE RD. = I – `■ Id ; s �' g -�.� P. a t b o o k 1 Pae 2 3 FROM STA. 617+70 O TOB EL -5.0 I TOB EL 5.0 - I g TO STA. 618+70 ", - IIYIiIYYUIIIIIIY IuII YIIYYu Ili YllYli YIYYllulll llllYIII41YYIYII II III II IIYIII Plotbook 1 Page 23 •�- SH0RE4-tciE 4 r Q J I I Bl0 k 11 BOT. OF SWALE Block 12 0/ i c1 I IV EL=4.1 ��r CROSS SECTION A—A Aj �Q Edgewater Park Subdivision NIS IN Q� = qr EXCAVATE NEW PORTION Plotbook 1 Page 23 I / OF RETENTION AREA AS 1 INDICATED BY DASHED LINES BOT. ELEV= 3.5 Block 13 8' 30' g' _ 1 w � J TOB EL=5.0 I TDB EL=5.0 ��— NANALL BOT. OF SWALE EL=3.5 • - O w 3- RECORD DRAWINGS FOR LI77ON OF LIGHT POLES _ ■s a V) / I I INDIAN RIVER AND POLE NUMBER_YI.IIYYfYYJIYYYYIIIIYiJI1W111�L►1IIIYY_IYW IIYYIIYYIIIIYYIYYIII ROOD oEac - '�`" CROSS SECTION B—B Lj W - GENERAL NOTES: NIS z z • • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS RIGHTS–OF–WAY z / THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH , THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS It AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS z m / PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. > o ' MI COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL LEGEND AND ABBREVIATIONS o a ' °0� SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. ---� SIGN SHEETS 4-11 SHOW LOCATION OF LAMP POSTS ONLY. 31 0z V- hj •THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE z a o - R � POWER POLE LOCATIONS ARE APPROXIMATE AND SHALL BE STAKED z SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS • o o— FENCE OR MARKED BY CONTRACTOR FOR VERIFICATION BY a OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY o Of a STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT CON C. CONCRETE CITY AND ENGINEER. o m = o y1i CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. C.B. CATCH BASIN o� N L.B. LICENSED BUSINESS a – I.R.C. IRON ROD AND CAP a •THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH • THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING P.L.S. PROFESSIONAL LAND SURVEYOR COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE C. LIGHT POLE COORDINATES AS HORIZONTAL CONTROL. R.C.P. REINFORCED CONCRETE PIPE •BEARINGS, CENTERLINE GEOMETRY AND RIGHT–OF–WAY WIDTH IS DESCRIBED I.P. IRON PIPE IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM R/W RIGHT–OF–WAY p� FLORIDA MERCATOR EAST ZONE S.B.T. SOUTHERN BELL TELEPHONE STATION Y X FD. FOUND (' O � 88-78–A05 1,276,625.165 680,649.847 - � � e 88-78–AO6 1,272,384.290 682,718.252 SEBAS9604 DATE: 6/15/98 DRAWN BY: TLB o .. ,., .. .. _. 17i11rY,l&0"1rlli� m ill raifl�iW111WIWilI IIW IYimIfII1111Ir IIIII IO[adIYIIYII IIIIY IWIrrrl IlklllYl rlliNlll•IItlIIII IUW IILIIIIIIIIiIL llui�innlirillllYlI II IIIIIIIiI11 Wl.9 IIIb 1111rWrlr1IIIIYIU111I lolililllll pili�YYiYYYYWiWii WIIYiFiHYIIiS,Y■'iillli YilYi ...111111:.:. _. _.... �.,...,. .. _. ,`•, .,,. ... _. .. _,.: .: •s ,, _......... ---------- Nil Miami oiIYI Ill llkiloI IIII'■IIII IYIIIIil IL•I II 011,11011 l lillllYhoii11 li lldi l l l� •IfYrYI Yitiiff4 IrY•NIIII YIII•YrVY1Yi11tlY rY IItl III IIIIIIIII h ILI.. . .. .._... ,--.. .. ,.. ...: .. .., ., .:.... _.. .. .. .. ., _.. . �IIII WiIIi ILMI Illi�I IIIIIYiIIIiIYIili•IIIIYYiiII11 NIlY'�Ilt itliYifYiViIHfY � � - fIWIWIYY9CilYr111Yi11HrW IiiiYrlllil•I•YYrlliYir�IWi I it � �, � I.IYI-iii llrilll lllilillYWI fIW1YiYliil IiLylrM.ill rel.liiiCl�liIIWiYYri�1c5,L1511�1Yii�ili.rYlY WiIuYWYifYYidiY / � .� i �I➢IIfM�llli-illlulrGYiYliililYWiil•iiIWl1YYY•il lilliri�iOI�IIYYIYiii111Y1�iiWliilrillY�tlgy,WFyyyeliii Mie`iYiil•fiT�fl'tiIIW"`"Irifiiillli'iirii�liliiliilfYfi�'YY"`"""-"""`IYih'i RIGHT—OF—WAY SURVEY Of Indian River! Drive Sebastian Riverfront District Indian River County, Florida rr Lu J I— IT rn rn v V li-i 0 IT 0 C— F- Ll7 t U) Q I � II II II • I I IN I I II II ► 1 � I I I I I W.A. Martin Subdi sron ► 1 I Plotbook 3 Pa el 12 1 1 1 Resubdivision Edgewater Pork g Edgewater Pirk Subdivision I I I Edgerlater Pork Subdivision II qI II Plotbook 2 Page 40 Block E Plotbook 1 Page 23 rl Plo `book 1 Page 23 II (z- II Block 5 I1 1( Block 2 II o II '� � I! I 11 I 1 I I1 I it 1 1 I I 1 I I I - Cl CURS 11 11 BENCHMARK NAIL N I I I I rcum No o urnm I I 1 I POWER POLE - ELVATION 5.14 Aroma I I l I AND C 1Fa FD LIR C. P.L.S. 3435 S A FD CONIC. 4 pj•' C e c FyY FD 1/2- LP. k',�+ h� k�ti MONUMENT _� hkti I DRI s I I cRAsi I hti FD 1 1�" I.P. �v FD 1 1/4- N + k + g p { FD 3 4 LR. p C $ PVC FD 1 1/2" LP I.P. FD 1" LP. i CA �, ti / • + e,oAM $TORN w +��. IrR. I�+ ti �jI , I _ O p +� « / ' 1 — +�Q +k °ur1Fx �e" aca — — \ °urnn f� ❑ Q= 9� DRAIN DRAIN +�L rI eo�c JSP G7L.�i ISI[. I— _ 0�� I _ —I Vie' crP — % LL i DG i CURB h + "�°' / / \ y0 �O v + o_ + "/__ `�� ASPHALT I I MAIL Otbf I �1 _ I , IAw eox MALI mus O lot dj Aro curiae dr � h g• Lj j/ ASPHAIJ y. / CRI \ 'h1 o mO I ooMc oraM 1 M — -- — — ---1— — k — -- -- ----+— — -- — — +- — -- ---� t — -- — — -- — — -- — — -- -� --�-- �— — -- — — �— L — — — -- W 823+DD h 82,+00 22'2x" w e k Ind 1 a n River Drive a r 628+00 , y 6"+00 y�� 830+00 4jkg �� 8,5+0 827+00 626+00 N 25 22 2s w , Indian River Drive h 634, N 25.22'2x" . w w w — — + , - — I — t — i� I — +, — fi�A — I — — .l. — I — I t — + — I — t — + — fi �- I — I — + — I — Ld t=n i L r h• �8 0 �W� _ _ -+ ' _ >r , l 631+00 (166 R/ W) 832+00 tS33+00 S? r V -------+------- +------ --- —----------------------------- -- I—_------- ----- _ W I s?? 12 \ MARL Div& / / f 13 \ cHmAHcc to ASPHALT PA\aaHc un �f?s 14t S� 15 p 16 } `�� 17 sit, 18 19 ♦`sir, 20 +s?21 M w !, .. ;. r - f� 1 V Li I' R9 I r e -o a o a r \ I d, + + W J p S MOOD I \ \ .� I F,� - �;- - r,{�? FO 5/8" LP. X�2 FU 3/4" I.P. J FD 1" LR. p FD ' I.P. _ - OJ L:T D 3/8" I.R.e1.E 11 c 'a G � '�.�y�.y�.y • I FD LR 0. SHOR�NE REED II 1 Sh ORELINE INDIAN RI V s� E'R INDIAN RIVER INDIAN RIVER , Sebastian Yacht Club 20 } RECORD DRAWING LOCATION OF LIGHT POLE AND POLE NUMBER• GENERAL NOTES: •THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS LEGEND AND ABBREVIATIONS PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. —�- SIGN COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL "O.> POWER POLE - SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. *THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE o o— FENCE _= NATIONAL GEODETIC VERTICAL DATUM OF 1929. CONC. CONCRETE •THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE C . CATCH BASIN SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS L B LICENSED BUSINESS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY - STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT I.R.C. IRON ROD AND CAP CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. P.L.S. PROFESSIONAL LAND SURVEYOR 7�c LIGHT POLE _ R.C.P. REINFORCED CONCRETE PIPE suwAu *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN - I.P. IRON PIPE ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING R/W RIGHT-OF-WAY COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE S.B.T. SOUTHERN BELL TELEPHONE *BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL. FD, FOUND y IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE m STATION Y X m Q W - 1 88-78-AO5 1,276,625.165 680,649.847 Y - i O 88-78-AO6 1,272,384.290 682,718.252 Q O W 2 '- U41C) }z O i CEH 5/24/97 : .:... -. �.,e..,.. ... �... ,. _.....:.... _.�, Irlliilr� IIi�iYrllilfrY•f�YiW��'ir�iI1�Y1�i0i�lfiirYrVr�YYrtlll�Ii�MYWIIVWYWillil ilipiiii GiYl`iWMIWii.IIi.YllWirrill'iii{VIYW�YiYlWulhYlill YlYl•IYIIi1111I111Y IlYIIIIYIIiIIIYIIII III Nil dill All, Ili IIIIIlYWW1.lYY•IfUPYr40tlW�iY.liliLli YFWif.Wl Iri1Wi IWifilMiiWiY IritYJ 1 am r LJ Qo ° M W F D ILI Li N � U � y G.i J al•IvrYIIIY•WI�I'uYYidY�wWYloIY10Yr1II IIrIVYWI m W m Q W - 1 Y - i O In W Q O W 2 '- U41C) }z O YY Z ¢� M* o om Uj 01 as r ,• M = rn ¢ N a i In r - m z aNo - w I— ow w > IM 2 D � N ~_ U' • L IN L Lj LJ ma z _= � I W Q W -_a -, s L _ W z Z Lei J = d , Z j WIN = Z _ o�c 0 _W = Q 0 Z I I - a Z z ■ _� _ _ W ME r- - i _ = 1 akk I W F D ILI Li al•IvrYIIIY•WI�I'uYYidY�wWYloIY10Yr1II IIrIVYWI W� }z O YY Z ¢� M* o Uj 01 as rn ¢ N a i z ¢ r - m a w I— ow w > IM 2 D � N ~_ U' • L IN L ma � I Q a Lei d w J r rn rn Ln rn 0 LC7 cy 0 L - co L F- ID 0 L (Il Q 1 inch = 40 ft. W s RECORD DRAWINGS =' N = N MM -.J m m m W Ld ( ( I I o w ( W. A. Mortin 'Sub�ivision '-- __ 41IIlil lmiilYYlll I MI. iliiII111111111iIIIIlIiIUI Il01il OIIIIYIIIi iY1l01 Ir IIFIN .. Platbook 3 Page 12 Block M First Additiq-)n To The _ I / /IfReplat Of Bra dock SubdivisionCit Of S bastion - z wIN � Platbook Page 12Platbook 2 Pa e 76LLJ = I LLJ ' 0 QC' MM - J - I I I IIN MMW w ICt ( I I f Z w ( ( I BENCHMARK NAIL IN / / = J ( I 24" PINE ELEVATION 10.59 I >' d N FD I.R.C. I OS I a l yyg CRAMER ' I FD 1• I.P. 0 �• FD 1/2" I.P.D I.R.C. cow ' W N 4 I (F 1 1/2' I.R. 4094 + / + / + 0� WITH DISK LB 205 .�� I I FE/)l1/2a I.P.P�� PLS 3435 ) PAD L _ � Alt ' I .-- MALLd _ 1 I I - to \ FD 1' I.P. o Box OPT I DR I eox o / +. \ 1 aoADu \ ti 13 ' DDrdal �T ASPHALT PAniulD---�"�— I I I z 0�O 0� Ory J 1`' to /x35+00 y� 1;3s400 N 25'22'26" W 637 �D ess+oo 6391 <b 840+00 Indian River Drive �'� W)42+Do Wf43+oo s44+oo N 252'26" W a4s+oo — — Ws4s+°°1 _o' W z Uw — t — I — + — f? — 1 — I —lr�� — I — I — t�;9� e41+oo t I — --I- 1 (66 R/W) - _ W---- s ---------- ------------------------- 4---------n--------F-------------------F' ------------------- ---'— ----_-------- ----- � — eud�1DP---- r W • i ,.. • ...:... •.: aliul: . LLI MmW V i + + T. +e + .' + . + Wsr %:.' ' :I �\ fONC PA�awlo \ 1 J '`fir '°>< •Ws - •3 _ I MOVED 4 FEET S N FROM ORIGINAL s/s• I.R. Q MOVED 4 fEE SOUTH OF BA fir SH01P hR/t�" ( W.A. Martin SUbdIVISIOn SHORELINE (oFt-L/FrSTAnoNROAD) (ILEA OVERHEAD] ( Platthook 3 Pdge 12 Replot Of Bro dock Subdivision .. ■■■� ( - Platbook Pae 12 First Addition To The _ Block E INDIAN RIVER r/ g ' City Of Sebastian Pl o tb ook 2 Page 76 � o MOVE SIDE WALK TO FEET OFF EOP SHORELINE I t= WOOD Deck INDIAN RIVER Z GENERAL NOTES: F W f - •THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY o w THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS 30 -RECORD DRAWING LOCATION OF LIGHT POLES a V) PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. AND POLE NUMBER COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. *THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE LI W •THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. to SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS z OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY LEGEND AND ABBREVIATIONS } < o m STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT _ – Z W CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. SIGN zo (n COL3- POWER POLE > —o—o— FENCE w 0 •THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING CONC. CONCRETE n a COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE C.B. CATCH BASIN `n a C4 COORDINATES AS HORIZONTAL CONTROL. L.B. LICENSED BUSINESS - •BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED za Z r I.R.C.LRCIRON ROD AND CAP m In IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM P.L.S. PROFESSIONAL LAND SURVEYOR o < a w o FLORIDA MERCATOR EAST ZONE 7tjc LIGHT POLE > 0m z STATION Y X R.C.P. REINFORCED CONCRETE PIPE T 88-78-AO5 1,276,625.165 680,649.847 I.P. IRON PIPE a m 88-78-A06 1,272,384.290 682,718.252 R/W RIGHT-OF-WAY a S.B.T. SOUTHERN BELL TELEPHONE ;,.,,,,NNI,glonNew.,,".m.l .` FD. FOUND Ld a o In \� M 6/24/97 Ir LU J r rn rn rn rn IP CU V O L Q VIII IIIYIIOI II WIIYYIIilYIlliIlY111111W 111 IWYIIUWYit iiliYlNYtiIYiiYYI "'.-...".'.•. .'`"'•'•.-YiiYif111 •""'" "'i11GWiibim— wi l bow loll III 11110 IUYI11YYIlYll1 obbiIIIIIIIII IIIIiII III II111 11lYYYYltlufifilYYlf.YpY IWigYi II�uWIYIIl1IWIWYIIYiiiIWIWIWYI�iiIdYYYYi4YiiYiY1..". ,... iflWllil�li YWll ..... .. ,•• i.` Y.. .•-'.'..• .... .. ,.. Ii1W�IIlYYYIIYIIIIIIII�YIIY IIIIIYIYY YIYYfiiidYYIYWIYY AY.iIII,di YYYYY1WHiYYif""-- i111YWunYIIUYIIIIIIIh1YlYliYYYi111YYYW"ir'fYYiYIiWYiiiitiYf!IiIYIWiW 11h IYiYYYYYYY IY uY1�YlYlY(IliliuYiYilllYr.iYIiY,YYuYIYJWW ""`="'`'""IY�ii111fII�YI�'i111ifiiYi�YlilYYI11YYWWIYW' "^""" "'"•'-"' ""' """'--' rwlf l""""-'"IfYWIr �� 'Yiiii 'ilii l � �i iYYWYY�II�Y11' ��� nlr�lY}j�'YyWYYWYIWiY�liliYWlYiiil+'IYIIYiWY�lYrY1IIIIirYYYYYII YII IJIWIYIIIIIIY YIIIWYiY11lYYIItlY11WYIf1�11L YiiUiYdiiYlY ai Yl9uYYilYWYfYY'ilYlilYii�YilYfYYY'ii'SiYWIY�iiSll-Yi' W�WWdYYYYiIWlilrrllWYWYYY II IIIIiIIYYIYIYIIlY I111111YYliYlil lil""'^"""""YiiiYiiiii.�wGilGlil.$diYiirll 11 RIGHT-OF-WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida RECORD DRAWINGS 9 f W e U O a U a I a I Yh CA M < _ � Omom ,_ _ Cn Q :Q II 1 r j I I I i I I I I I I I I I W J =J II I J r � I �+-' I W Q•'� � III � I I � j d "•' � { z s zlyU of � W- If I r/ �� o I I I I I I I I I I I 4 -� `- 11 plow = = Ld �° N z BENCHMARK R ILROAD II 1 / / �- + ''� I Q M - Z SPIKE IN PO POLE I I �., I I it I r/ �`""0N SET W IL AND'C P / ���' p 0 � J ELEVATI N 7.51 I (>� I / t° / ❑ STAMPS :D LB 46 + I --� a - I I I I / / I I FD NAIL 1100 A M - II (L CURVE DATA rn N ii 'l 1 a = 04'02'43" a �kti -a- J % T \ ^�,� W 3 ■ ■ - (!) - r LL- I I TMS ARF{ R = 5729.58' / { 9kti —y - \ / T \ /, _ _ M + V) m Lj p I ��A II I �// ( / +lbd I I - +0.�� I I �,�� L = 404.52 +Ian I Ixe. • + / \ _ / / - sei+oo ! - \ a tr . , ase+ L.0 I � z CO FD CONIC sTo1n1 - I COMM' PAItl011G I y FD I.R.C. SET NAlL AND CAP jh / �-- -- _ If i A�PIWTPMIOIWa ` 0 MONU. I I I ORAM — — — — — — FD 1/2" LP• LB 497 FD SPIKE O { _ _ _ _ _ — Drive- - L - , I cast o VAN PARw,c - I �* • TAB `° STAMPED LB 4644 ''� _ - _ - + =- - l - - , „ asa+°°In d i a n _R Ver I - w I M -7„C e as I I SET NAIL AND CAP 11" D1 *S � I r � °g' � - _ - - - 655+00 5 09 N1 �� _ - - -+- �6 w � . ; Z I - w M g / \ _ � _ - J wsPNAIrPARIaRo o y6 STAMPED LB 4644 M h' J 1 k�' - A - - - - - - 0 - _ IN `L9 I _ �' (Fj�j ` W) - M '�,t Lv ='�2 -----� �`` -- A -- ASPHALT--------�------F---------------- — M�---- --�--------- --� 8h 664+00 — t� w is+oo 647+00 — ,�h a4e+oo N 25"22' 6" W e4»+oofndian River DriVoo+oo — ,�e 651+00 asz+oo % - _ I - - I - - - - + - - - - - _ - - N t :rr e (6 6' RI W) --------- +------- 1a ,�>.: -'• Uj 43 ,,.. �: .: :� ''• wF • — — — — — — — — — — — — — — — — —+— — — — — — — — — — — — — — _ — _ _ + — — — — — — — — — — — — — — — — _ — — — — — — — '_ —v— — — -- — — — — — -- + — — — T Y'� ni 1. • .. . Y . . : C2,6p08.05 Z ------- ,. � .'": + �< x� M fOFTOFFEAAi . sFD I;. 61.68 - - _ J ' .. - ..'.�. �•` t i.. ...: : r L 4 V\ ORGAN k EKLUND L) --j 42 _ I zx 61, Fes' I cant PNa0N0 1¢ M34 + mm 35 36 \� i Y o �. v ' 37 f TV , �%' 41 ° e I + ( I Q s 133 FD I" I.P. �,Ms AREA WRWOFR a, c CONSTRUCIM MONU. ' I I J I ! { tl CL CURVE DATA THIS S EET m _ A4PIWALT PAWQIO I a'f . I I { V ob 0 = 00'39 25 __ ` ■ ■ ■31Jim I 39 I J if I I I I a R= 5729.,58 I y L = 65.70 LADY DOLPHIN ENTRANCE I I g J j S7dC"Moon WL SHORELINE ENTIRE CURVE I FOUND BURIED STORA/ ORA/N I L -j JJ J t'NT 03'CURVE MANHOLE 14 FT OFF EOP r / CONI:. J ,, W - / I { I R = 5729.58 38 I BOAT RAMP �? cAMD e w acA� uL I I I J 0� I L= 376.81' _ G SHORELINE I mom 1 Q M SHORELINE a aY,rfAu Z INDIAN RIVER LNC i �,wA�W F LLJ_ Q— YY'll W WIWY YYiIIIYIYY i YIIIY IYIIIIIIII'-IYiIY IIY IYYIII IYp YIIF -_' 43 RECORD DRAWING L OCA 1 ON OF POLES l W GENERAL NOTES: AND POLE NUMBER _ N Z �r •THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH ONO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY - w� Q INDIAl� RIVER THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS LEGEND AND ABBREVIA11ONS } d m PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. a Z W COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL v SIGN ? J o in SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE POWER POLE 11 > i NATIONAL GEODETIC VERTICAL DATUM OF 1929. o o— FENCE *THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE CONC. ,CONCRETE a C.B. CATCH BASIN N SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS L.B. LICENSED BUSINESS z a � OUTLINED IN THE FEDERAL GEODETIC CONTROL 'COMMITTEE'S "CLASSIFICATION, •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY - r STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT I.R.C. IRON ROD AND CAP m � CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. P.L.S. PROFESSIONAL LAND SURVEYOR N m = o LIGHT POLE j R.C.P. REINFORCED CONCRETE PIPE � ? ~ �' a •THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH •THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN I.P. IRON PIPE 11 CL n ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING I. W IRON IPE WAY I a ` COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE- � S.B.T. SOUTHERN BELL TELEPHONE IIYIII'm YIYYIIIYIIiWW1�Y1lYYYYY111YiYY •BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL. FD. FOUND IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78-AO5 1,276,625.165 680,649.847 ' 88-78-A06 1,272,384.290 682,718.252 wo N M � 3 i 64/97 d\ i1YYWWIWWIYYWdYIYYiWYIYIYYid1lrYYlYIIYWYII1IWWYIIIYIWWWWifiYYYWWIY•:-..: e...., .....,,,., s, ,_:...., a..ta. ,,.. ...:._ ._,, ,.-v=.. _.: ,. .qw. „...."... ...... ......,.. ..-..,., ., ... . .�.,. ,.... ,.. .... '• I� '. IWWIIYYYWWYIiifIYWYiYYWIWilllui lYYUI�IIIUYtWWYYY1uWYYlYYIYufuYlrluuuuuililifYYWYwdI li".YiYiwG' WYiWWYYIYWWIIWn111,YilYYYYYiiw YUW(i>..""•.• •"'.,•�•nilYWili'i,Y°•••"•"•":. "•"•.,•: ,'. .' '.. ,:.. ..,.., ... _. •, ., ., .. _ _ __ -_ MWWWIWSYYWYWYWWiWWIYYW nYYIIIYYWiiYW1IIlYiYJuJlltliiWldYWWWidYf.ilrY-" WWYYYWWIIWYYI,LYYYYIYYWYY Y,YIIIIIVIIIYIIIiIWIWYiIWfYYiYYHIiWYYYi/IIYYWYWIYW IYWIYY+XWM1YViYYYYiYiai'iiyYYY'II,iYN`""'^"""""""""'Y`yWi" ' "' "" "'-' ", _.--•- I WYIIIWYII1IWYIYYYHYY< •-ii's�IIY_..,._.,, ., c.,...._,.,,r...................i..-_.o.,.YG'YiY�IrW�IYYYIUYtlY�1�W{'WWYiiIWl.a� .- „ .._.. ... .,. ....::,...,, .._......... x,.. .._ ",.., ..._ .. ... _. ... .r. .-,...,,. - 4iliWlilfYWilltil`YWWYYIYiII1111YWI11iW1ilYPYYWYYW1iWWi➢iYYY,t -` iW IYYw��f �IYIiYripiYYWWIYYYIYYHnIYIIYVYW�IYIYWYIIWIYIYWWYYIIIWWYYIYx" I,YIYiiYiNlYYiil,'ii"".,p.`�tr"-{YilYWYYWjIWtlYYIWIh11YWIiY1WYiiYWillifYYiYIYYWYii*"`'""". _'�" y'Yi'9li�l "• —.'I mom o �N s Q a 1 2 in J a: m } M W W m 0 O Z Z Y d C7 Ji O W W 2 e U O a U a I a I Yh CA M < _ � Omom ,_ _ Cn Q :Q II 1 r j I I I i I I I I I I I I I W J =J II I J r � I �+-' I W Q•'� � III � I I � j d "•' � { z s zlyU of � W- If I r/ �� o I I I I I I I I I I I 4 -� `- 11 plow = = Ld �° N z BENCHMARK R ILROAD II 1 / / �- + ''� I Q M - Z SPIKE IN PO POLE I I �., I I it I r/ �`""0N SET W IL AND'C P / ���' p 0 � J ELEVATI N 7.51 I (>� I / t° / ❑ STAMPS :D LB 46 + I --� a - I I I I / / I I FD NAIL 1100 A M - II (L CURVE DATA rn N ii 'l 1 a = 04'02'43" a �kti -a- J % T \ ^�,� W 3 ■ ■ - (!) - r LL- I I TMS ARF{ R = 5729.58' / { 9kti —y - \ / T \ /, _ _ M + V) m Lj p I ��A II I �// ( / +lbd I I - +0.�� I I �,�� L = 404.52 +Ian I Ixe. • + / \ _ / / - sei+oo ! - \ a tr . , ase+ L.0 I � z CO FD CONIC sTo1n1 - I COMM' PAItl011G I y FD I.R.C. SET NAlL AND CAP jh / �-- -- _ If i A�PIWTPMIOIWa ` 0 MONU. I I I ORAM — — — — — — FD 1/2" LP• LB 497 FD SPIKE O { _ _ _ _ _ — Drive- - L - , I cast o VAN PARw,c - I �* • TAB `° STAMPED LB 4644 ''� _ - _ - + =- - l - - , „ asa+°°In d i a n _R Ver I - w I M -7„C e as I I SET NAIL AND CAP 11" D1 *S � I r � °g' � - _ - - - 655+00 5 09 N1 �� _ - - -+- �6 w � . ; Z I - w M g / \ _ � _ - J wsPNAIrPARIaRo o y6 STAMPED LB 4644 M h' J 1 k�' - A - - - - - - 0 - _ IN `L9 I _ �' (Fj�j ` W) - M '�,t Lv ='�2 -----� �`` -- A -- ASPHALT--------�------F---------------- — M�---- --�--------- --� 8h 664+00 — t� w is+oo 647+00 — ,�h a4e+oo N 25"22' 6" W e4»+oofndian River DriVoo+oo — ,�e 651+00 asz+oo % - _ I - - I - - - - + - - - - - _ - - N t :rr e (6 6' RI W) --------- +------- 1a ,�>.: -'• Uj 43 ,,.. �: .: :� ''• wF • — — — — — — — — — — — — — — — — —+— — — — — — — — — — — — — — _ — _ _ + — — — — — — — — — — — — — — — — _ — — — — — — — '_ —v— — — -- — — — — — -- + — — — T Y'� ni 1. • .. . Y . . : C2,6p08.05 Z ------- ,. � .'": + �< x� M fOFTOFFEAAi . sFD I;. 61.68 - - _ J ' .. - ..'.�. �•` t i.. ...: : r L 4 V\ ORGAN k EKLUND L) --j 42 _ I zx 61, Fes' I cant PNa0N0 1¢ M34 + mm 35 36 \� i Y o �. v ' 37 f TV , �%' 41 ° e I + ( I Q s 133 FD I" I.P. �,Ms AREA WRWOFR a, c CONSTRUCIM MONU. ' I I J I ! { tl CL CURVE DATA THIS S EET m _ A4PIWALT PAWQIO I a'f . I I { V ob 0 = 00'39 25 __ ` ■ ■ ■31Jim I 39 I J if I I I I a R= 5729.,58 I y L = 65.70 LADY DOLPHIN ENTRANCE I I g J j S7dC"Moon WL SHORELINE ENTIRE CURVE I FOUND BURIED STORA/ ORA/N I L -j JJ J t'NT 03'CURVE MANHOLE 14 FT OFF EOP r / CONI:. J ,, W - / I { I R = 5729.58 38 I BOAT RAMP �? cAMD e w acA� uL I I I J 0� I L= 376.81' _ G SHORELINE I mom 1 Q M SHORELINE a aY,rfAu Z INDIAN RIVER LNC i �,wA�W F LLJ_ Q— YY'll W WIWY YYiIIIYIYY i YIIIY IYIIIIIIII'-IYiIY IIY IYYIII IYp YIIF -_' 43 RECORD DRAWING L OCA 1 ON OF POLES l W GENERAL NOTES: AND POLE NUMBER _ N Z �r •THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH ONO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY - w� Q INDIAl� RIVER THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS LEGEND AND ABBREVIA11ONS } d m PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. a Z W COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL v SIGN ? J o in SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE POWER POLE 11 > i NATIONAL GEODETIC VERTICAL DATUM OF 1929. o o— FENCE *THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE CONC. ,CONCRETE a C.B. CATCH BASIN N SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS L.B. LICENSED BUSINESS z a � OUTLINED IN THE FEDERAL GEODETIC CONTROL 'COMMITTEE'S "CLASSIFICATION, •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY - r STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT I.R.C. IRON ROD AND CAP m � CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. P.L.S. PROFESSIONAL LAND SURVEYOR N m = o LIGHT POLE j R.C.P. REINFORCED CONCRETE PIPE � ? ~ �' a •THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH •THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN I.P. IRON PIPE 11 CL n ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING I. W IRON IPE WAY I a ` COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE- � S.B.T. SOUTHERN BELL TELEPHONE IIYIII'm YIYYIIIYIIiWW1�Y1lYYYYY111YiYY •BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL. FD. FOUND IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78-AO5 1,276,625.165 680,649.847 ' 88-78-A06 1,272,384.290 682,718.252 wo N M � 3 i 64/97 d\ i1YYWWIWWIYYWdYIYYiWYIYIYYid1lrYYlYIIYWYII1IWWYIIIYIWWWWifiYYYWWIY•:-..: e...., .....,,,., s, ,_:...., a..ta. ,,.. ...:._ ._,, ,.-v=.. _.: ,. .qw. „...."... ...... ......,.. ..-..,., ., ... . .�.,. ,.... ,.. .... '• I� '. IWWIIYYYWWYIiifIYWYiYYWIWilllui lYYUI�IIIUYtWWYYY1uWYYlYYIYufuYlrluuuuuililifYYWYwdI li".YiYiwG' WYiWWYYIYWWIIWn111,YilYYYYYiiw YUW(i>..""•.• •"'.,•�•nilYWili'i,Y°•••"•"•":. "•"•.,•: ,'. .' '.. ,:.. ..,.., ... _. •, ., ., .. _ _ __ -_ MWWWIWSYYWYWYWWiWWIYYW nYYIIIYYWiiYW1IIlYiYJuJlltliiWldYWWWidYf.ilrY-" WWYYYWWIIWYYI,LYYYYIYYWYY Y,YIIIIIVIIIYIIIiIWIWYiIWfYYiYYHIiWYYYi/IIYYWYWIYW IYWIYY+XWM1YViYYYYiYiai'iiyYYY'II,iYN`""'^"""""""""'Y`yWi" ' "' "" "'-' ", _.--•- I WYIIIWYII1IWYIYYYHYY< •-ii's�IIY_..,._.,, ., c.,...._,.,,r...................i..-_.o.,.YG'YiY�IrW�IYYYIUYtlY�1�W{'WWYiiIWl.a� .- „ .._.. ... .,. ....::,...,, .._......... x,.. .._ ",.., ..._ .. ... _. ... .r. .-,...,,. - 4iliWlilfYWilltil`YWWYYIYiII1111YWI11iW1ilYPYYWYYW1iWWi➢iYYY,t -` iW IYYw��f �IYIiYripiYYWWIYYYIYYHnIYIIYVYW�IYIYWYIIWIYIYWWYYIIIWWYYIYx" I,YIYiiYiNlYYiil,'ii"".,p.`�tr"-{YilYWYYWjIWtlYYIWIh11YWIiY1WYiiYWillifYYiYIYYWYii*"`'""". _'�" y'Yi'9li�l "• —.'I ,.._ - .. ..�.......-ate.:.:.... - ""'--"""WYiYIIIIWYlY111Yw-`""'-iiiYYi,iliriY�IWIWI°I°IIIIIIIY IIIrrIIlYY1W IIrIIIIYYYYIIIYIIIIIi'fiIWYiYYrYflYiii°YIIIIIIIIrrIrWIYrYYYi:WIY11iYi.iIYY�YlY1WiWI1I1r1YIIl YIrYIII IIIIY IIIYiYWi,ilYiallYfi .. ., . .. ..... _.. .. .. .. ,. _. IYIIIIIIIIi�11YYWai i, IWYYI. rrIIWII11r1YYl YlYYIWGriII YIWYrli iYiiiY�IIIIYIIIl uY1�1111YlYYiYfiYllf�YW IIIIiWiY�li7iiiiilWYWYYYIi�YrYlYIW1iYIlYIYYrYYYii lYlfiYIYYYYlYiIIIYIrYII�rYYIiIYiYYYeYIWiYYIII11iYYiYSYrIiiWYIl111 YYlirliYWiLinYWW,1Y1' 'a YiilYYf"" i �fiYllYYi�Y111r1�lilYYYYIWYiiYWYYW1YiYliW6YYAYlY�IYYWlli7/WYWiYl1Y W1lYIrWYIYliY1L1WW1iiffYLYLiilYrYllil�'WrIWYINYd ili'YYYIIY'i11Y11I��IIIWYiiiY.YriYYdiY,YiYli�ilYlrYi IIYr "="-IriWWWO"IYirYYYIOWi11YWIYr111VIIIIIII YYI IN tliYYIYWYNiiVYiiwlWYiiliiWWli�1�YYIYY�WWriY I�i1WIIIIIIII�WiY WIIYYYIiYIYYY�IWYYWf�IIIIYlYdiiY�WYui�1YIVIIYW�Y1WrYYlYY11Y1Wr1YC:_iWYIII�11YliYY-fYYYY11Yid1Y�lY � RIGHT—OF—WAY SURVEY Of 0 Er w J r F -- m m rn co cy cy L YD L 00 O to 4 Indian River Drive Sebastian Riverfront District Indian River County, Florida z V) W NI = GRAPHIC SCALE 40 0 20 40 80 160 W s ( IN FEET) = o RECORD DRA WINGS I inch = 40 ft. Y11" 11rlrl '1111 6bb"Im WVIYtifiilillNdI o 6 s / m m am W 0 W a Y j <, Ld L 1 0 ul w U - / 'v/WIII 11111111111 11111 rYY`YiP��bY{YYI'11I111YIIIIYnYi Yll 111 III IIYII I" y o z Q o = o Z N / M/ddleton's Subcsiivision Q u, lotbook 2 Pae 56 W < a i Block 2 W 9 Hordeb Su6divis�on Pllotbdok 4, Page 74 / / _ / / / J U Bock 2 Z Q WCp 0 w / Q Z I M� I I . 0 z a. ,L°-� BENCHMARK AIL IN = M _ I I ,,,,,,,t I / / I I i owi i POWER POLE ELEVATION 8.31 a�tEs k k ,�O DOW � Ortr� I �7 � YUj � ��� / I t h6 / Fo ,/4' I.P. 1� + �Y I I II p A O IBJ Y IO CB — yL �" — — — — — — — — ��c.ee. 1L. �. — — j� — FD 3/4' LR. + k 1\ I3 + 2<RCP MAL em e I I i- 0 t` r'►n d v"awr'° 1 PANING I\ / i7 SET NAIL AND CAP o k e / \ e� +� 6 I / \ / \ \� ' W Z I\ iY� PARNIO 0 / ` MPMpIW '�k 1' \ '�' 1• - -L- — — — — — \—� — —/ — — — \— — �- — — — — — — — — — — _ ' F I �_--�-------------- ��---� -- STAMP -ED -LEL -4644- ---+---�-----.---------+------ ----- oo-----+�1---- 66600 ---- -n --- ;---}---------66B+oo 1� -- - - 663+Do 669+00 em+o$q, Br�b') = I- _ — _ _ _ — — — — 66,+ 0 862+00 — ^!o — ——°°4+Ind is n1 ver Dri vel _ + _ I N 25 319 04 W I + + I — I^ — I — V) 659+00— — - - — — w�—--------------------------- ----- (66 R/W)--------+�------------------,+------------------ — T— ------ cn t ----------------- +�� ------ 50 + s 51 ���� 52 53 -- s� f 54- �,Y�.j`- + Z - - - - - _ - -7 - s- - 49 M 1267342.16 W56Pg . .. ...,, . w , i• {•'. _ :. '..:. �• .. •• .... .,.. sfl A MARE / P� ` MONUMENT - ✓F0 CONC MOIg'D 717 668190 AS S�IONlV / l l \ ` m MOVFD TO 667f 0 AS .57IOWN < acme - H �.1 rd e V Sub di vi si J n • l l H� l MOIL(/ 7V �/VTBo A.7 X7/7 J1111111� ■ ■ ■ � IiLI.Y111111Y11111a YI SHOR�1",N i CURVE DATA THIS SHEET Plea tb o ok 4 Po g 74 n = 03ros'40" � I / � � 57 UO kW 727 fELLSMERE ROA R = 5729.58 L = 311.11,- 0. 11.11' II ( ENTIRE CURVE) a L s I 0 = 3'46'05" / 47 R = 5729.58' Mi dleton s Subdivisi n \ - L = 376.81' S,.,�EVN� / Pl U tb o ok 2 Page 5 INDIAN RIVER / Block 1 - - - - - W •_ F U OORC. WAU I i wm CCNC. MNL 0 W INDIAN RIVER , ,,, ° ° ° ° � N RNM - - _ - IIIL IIIc'IIIY IIIIYiIYI YYI YY - 56 RECORD DRAWNCS OF LIGHT POLE LOC477ONS I GENERAL NOTES: AND POLE NUMBERS N W •THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY = � Iz THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS LEGEND AND ABBREVIATIONSRIVER- a PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. INDIAN = } z o COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL z SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. —v— SIGN _ THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE � POWER POLE � � � NATIONAL GEODETIC VERTICAL DATUM OF 1929. —o—o— FENCE w o •THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE CONC. CONCRETE 0-0- SITE _a SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS *THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY C.B. CATCH BASIN N a N OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S CLASSIFICATION, L.B. LICENSED BUSINESS o z STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT I.R.C. IRON ROD AND CAP ' m 3 z CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. P.L.S. PROFESSIONAL LAND SURVEYOR o < Q F- >�t LIGHT POLE _ o m = o VITHE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH •THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN R.C.P. REINFORCED CONCRETE PIPE _ ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING I.P. IRON PIPE 0. ~ 00 COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE R/W RIGHT-OF-WAY a •BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL. S.B.T. .SOUTHERN BELL TELEPHONE - NORTH AMERICAN 1927 DATUM � FD. FOUND �Y.7YUYII1.�YlYYI11111,W1IIl11IIIWdYul�lr+rrrrl� IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. FLORIDA MERCATOR EAST ZONE STATION Y X /4 88-78-AO5 1,276,625.165 680,649.847 _ 88-78-AO6 1,272,384.290 682,718.252 LU CEH 6/24/97 7]l _, _. .. .. .:.._ ..,_ ,.. -rrl IrYYii 7YWYWYaIYiiYiY�WY - 1uYV1 I1�YulYWY9ilYYYTifYYYW1fYYr7i'fYrIWI WYrYr YYIIYi Y�IYiWIIn Y1WW1iYu4iiWiiiitilYYYiNY�rf�YlrlilYrll nllW l" •' - •."'•Yi1WYYIl YiYIY°YYYIYIriI°YYYWYYi ii'YYIiWYWiYrWIrYl�ll � 1 _•..-' . ,,., .. ... .... .. .._...:_..,,.. -. -.. .. ....._...„.,-____ _'.:....:: - - WIII�IInYIIIIYlYY 11rIlYnYIIulYfiiliilYJYiYYYYrYYYIYIYWIYYYYY1�W1111"ri1 llYWiYiYrIiOWYWYYiY.Pi11YYYr11l YrlW rll YtiiYi . i I� YYLr4WfYiYIW W1iY71Y.iYi"YI ,.._..- .. ...,__ . .., bu.,: ._._...>..-:.. _,_,, .-,,,,, •. .,. - ...»..� .-- illi IIYII J �iW/JY�W�YWWYUIWIYYIYiiG�Yii�IYYYWYYI'YYIWYIYYrY lrwBiY1W1YWYYYu��lll II�Ii�IYlYiiliiW.,YYIIYi �iYWiillYYl1YYY1111YY1 IYWYIY IIWIYYIIYYYYr""�”YYYi�Wi�lY�.��IWWYIrYWYYi.r41YYJWi'YiiYiIYYSii'Yr'iY'IIIIiiI�Il111IIIWIIIYWWI111Y""""'"""4-WYiiWYyWi'�i•IYII.Y�YiY YIIYIIIrWYIYYYIYYiil4fiYYiiYWIIYIiIYYYY1,�lYll'1rIWYIrIW111ilYWIY111YiY11iiWr iW1iIWYY111YYYWYIWYi9W iWY11i1YYiirliiVli�IIYY IhirYiYYrYlYilliilYY:WIiiiWSW.Y1�YlYYW1YW111YI�i�ijYY1Y Ylhilil�YWYW1YiYr L�Yf 1YYYYWiiYY°YYIYrIIIIIIIWIII11I rIIlIYYYYY�liiiillW�YWIrWY IIIIIIIr/riYWfIiYWNY1Yi II III YI"Yil - -.'IamlWWll'YYYYYYY•Clir Gfi{irliiPiiiillYiiiGiiitiril i6 iWirWiiiiYiHYWYYiWIdiY Ali llulllilYrYriri mil id I iliiiloYY IWldbilwIWiii1WY'riidkk.M b6di.L".�' (rYy"r5riillWrdrollY rir.YAfiM:t�iY i�SrfWIYWdIiYii'hliliYf ..-.0?ud IIIrIWVIYudrii :"'.'•`�.".., .. - • NY widar..�'�•,":. illu•li l,iWoi1 WIWW1YrlYrirb ._ ...,. .._. ... I�Yi� , i,n i Ilduu IulryiYYrfpWiYLi•Y'ai,ulluYYuirY.r tlulY IIYIurYY» - •� W�fiirWliYftiiiiiiWfiYirWiinuiYlu•mliirlri`w:iwYrwi.o,iluiiYtiYirriii+rl.'•>�•.•,. ,-"IVirWYllill wYllYi, IIYI i , .,.- .. -, �� - .. ,...:.. ,-., :�,.,e,.. . � - =e .... .... ,... ... .. - iin iiIYllY,lY111111",ayi6Yi<i,'rli.ar�lYrYYliliri illi lVldNlirllllriiriitii�Yr�iWII iIWUII IiriiLYYlh nrrflllrl`WYa.i. YilfiY�ri3i�WlYYWaYIY)WYII•iYiIWYaY1rY,iGYIi11Yi1YYiiiiMliliriluYif7YlgYihdiiitliilW`"YIiWiiGiYiflWifilr�illWlilYlrirlllli�i "`"'..,-.. `•..'."`• . . � oiG YYWiiYWW'YIYYI•IYirn116dlll diloYrrYdWl IyYwulr{YIYWWWuYlnllu i YlWiaYliliiiil6WNIY'iY�YIYi Y�°i•"""� YI�I iY�YjhrYi�ll RIGHT—OF—WAY SURVEY Of y Indian River. Drive LI) Sebastian Riverfront District Indian River County, Florida J IANN. Idimmm'11 YI Iltill 111 frl -. 1 inch = 40 ft. A RECORD DRAWINGS LAI �. a = V) w m } A 2 � m } m -U3 o m o Li `1 Indian River Hills Subdivision \ \ \ Platbook Page 51 \ - 7`'".'.""Yr�YiYYulill•nrI rIYIIIIiYIIW 11iIlYlil lYlYl 111 11 li Ad Oyster Pointe Resort 0 \ m SET NAIL AND CAP 0.g STAMPED LB 4644 z < - N O 1269152.48 0 _ SET NAIL AND CAP + 670469.03 STAMPED LB 4644 00 r _ `' L LLJ <o °- z N 1268609.96 II - LL- _ a Ln 670693.39 U colic MP RAP AO - < ' l FD I.R.C. 0. FLLPAE ti " I _l _ CORIC N WOODWALKWAY #'`�O wow WAY + ��j CARTER �•� +�' �hl� �� Z` 5�� � + i� , +� MN. BOIL QUVELOrdVE W y W r 1. ti j 0 i 1 0 + WAlJi1Ar iAw wWOOD DRANE n - J 1• ;y 1 _. I1 I ASINH&T ASPHALT LK + � FNTRA"E � � �- r / I I AM \tib o1TRANii PARMN �T Mam J Agit N �L w - O �---- -a'r "C" 1268253.06 + , UU ok tJ g 0ok o•. PARiaa VALINE —'`683+00a00 as ;rycow-e 670850.07 00 + r D4 WALKWAY 1' 882+000 w 876+00 R 881+00 h -- I O W M I A- M 873+00 sOti 875+00 \ 9 _ - _ - • r 872+0o Indian R ver Dri VUU4+00 i �� N 2� •45'os� w `,, 87a+�1ndian R v r Orl v�° °'°° �`-- I �' f z I a� , LJ Imo• I o — I I '� w - 1 --� $T -�° N 25'39'04" W ^(p i I 8.05 - - cn (66 R/W) 1�t► s77+oo 180' R�W} , / J W zCc {j w i \ MY 62 + s 63 a +� �o s o _ ; W 1 a W SET NAIL AND C /� DRir cs fit sYOEn f [JI,l j •, _ E f , �? f . F o s BENCHMARK N ♦� ' s:: ; • :, "4:' . U _ Q _ ; Z AP 60 '.. . • 1 .. ' NG' ASPHALT - a. AI . . . 7' r ' . ` M 0 1 Z AIapNO .. •• . R , . ..: .. ... .. '' - • ='• :: • . "� ,.�• � . : ••�. wALx „•• !„.• STAMPED �4 , .. . ,. , ... }.... L-- ti. :: f' • I : _ .. _ :.': ', :. w 1. ...: r • •..... + !, �a tL±PA"I'IUN 6.50 69 • , �I - M - ••... ? 1,IN ,' • "` `,^• ; (� Fo LR.c. +� PIANIER 64 PHIM 65 + 66 ! + • 67 68 + \ - _ U n- = 1 t FD CONC �8� Sid CARTER Y S FD 3�4� I.P. U 1 ►AOHu. CURVE DATA Y,i�,l„ STA� / �Q = 00� 54`�SHEET {BICE R/SER 3 ■ ■ f!) sca+mal SET NAIL AND CAP Ssum NEWAUi \ REL TE77 BY Q MOVED 18 ' NORTH A 4HOWN " sKa`�'P',' 10°D Q�s R = 12661.09 D = 03'53 55 STAMPED LB 4644 _ 0 00 L = 201.35' W R s 5729.58' 1268886.21 _ Z L = 389.85' CURVE DATA 670583.15 ENTIRE CURVE � t- Y » 1O d= 02'09'51 " W = 02 53 50 \ B = R - 12661.09 _ \ Indian River Hills Subdl vlsl�n R = 5729.58' v \ _ L = 478.26 m m L = 289.73' / SHORELINE CL _ a a \ Platbook 4 Page 51 Oyster Pointe Resort _ A IN5 IcDH CAPS. "W"I SNOR�LIN� ' ■ RAW CDHQ WALL Caw. WAIL - WOOD DOCK SHORELINEAN j 67 - RECORD DRAWNG L OCA 17ON OF L/GHT POLES INDIAN RIVER AND POLE NUMBER � INDIAN RIVER o W a N ' Y•,IWI�IIIIIWIIi IYWIYrap1W ." 1 iNN GENERAL NOTES: i •THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH GINO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY LEGEND AND ABBREVIATIONS W THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS _~ PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. �— SIGN Z o z COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL cQ, POWER POLE z J m SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE —o—o— FENCE -J 0 Ad CONC. CONCRETE - o •THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. C.B. CATCH BASIN W SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS L.B. LICENSED BUSINESS = 0- 0- OU LINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY LR.C. IRON ROD AND CAP 1 Lna N STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT P.L.S. PROFESSIONAL LAND SURVEYOR ' r z< CZ z CONTROL SURVEYS, DATED FEBRUARY 1974. AS SHOWN. LIGHT POLE m a � R.C.P. REINFORCED CONCRETE PIPE WW 0 w w 0 _o m • TH BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH *THE COORDINATE VALUES OF tFiE CENTERLINE OF INDIAN RIVER DRIVE IN I.P. IRON PIPE _ a = ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING R/W RIGHT-OF-WAY COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE S.B.T. SOUTHERN BELL TELEPHONE a •BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES 'AS HORIZONTAL CONTROL. FD. FOUND i1Y YYi iIYYiiIIG1Yl IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78-An5 1 77A,, P ri 1Ar, aan aeo QA -7 I Yi YYrllirrdlitlifi"YItSiYWYi Y:,rY11Y�. ,�..:•:.....--c. _-�HIIYYYWrYfWlil'Y(i1�Y1' 11 I 4 ,.......�::. ..:,.;. ar „ me.. .� .,:._:....�.. .. w_...,..... s, Glu"I�YYIitiYll'�I�IIWYrIYii"illWil IIY Irri1111ii1r�lY✓tiiWiYi"filiYG'fiYY6lYYltY'WiilY"u1YVis.Gif" i rl ... .... _ _ -.-.. , _ ... ,. 9.. r:..:..: ...e, ., ,....... .�.,. _.....,:.,,., ....:.<...<:_..... I .. i - WIYfIrYiiarYYl YIYYI rill AIII rYrrurlrrYinutluYiiA"Yimuiu .., ..w,..-.-:... YYIW i.�vY"r�iYYiiIW.IYW�YI�YIiYWIYI�I�SYV�YYfIi'�Yr1i���YI I1WWi11iI1111Yi �lYlili"ff�iYYYI�01�lYY1YY�uiI�Y��W��1Yli�lYWIW111J IiWlinyllWilYl llYYf�IiIIIYII YWiIII�IIiWIWYIWIii�ifiYYYVWVYYIYYYYY�IWIiiIYtlYIiYYitllllliYYiiYtlllfilYriiillnYilYltlYllYlil Wflli"il11iIWIYIYYIiii RIGHT—OF—WAY SURVEY vl Indian River Drive Sebastian Riverfront District Indian River County, Florida RECORD DRA WINGS ( IN FEET ) 1 inch = 40 ft. N Z O 0 N 5 \ w .. w V. b 'i I w J } m m ' ~ / / H w m w D 0 Y i mw < _ SUUD I.P./ YlimlY•RrrInIdiwlYlYiuuu"IYinrWrllll"IYIYY.rte' M - - N 0 \ \ \ S�C S aW ( ENTIRE CURVE) �/ i W = Q A - 02'09 51 I II - W F- R = 12661.09 J \ L = 478.26' \ \ / / / I a Z w _ \ (t' = CURVE DATA \ / I SET NAIL AND CAP _ I I �O 0 = 01'15'11" WTNEss CORNER / T / / o°o / STAMPED LB 4644 =CURVE DATA / I 0 R = 12661.09' PLS 4490 PAIll '° d = 04'32'17" FD AxLE g°P` Z F� > >/z• LP� Fo s• LP. _ 11 1269929.79 R = 5729.58' P 4460 ELEC. r <t ; - % L = 276.91 \ e CONDU,T� ( � w N i m ��n" I o ^ C) _ "I I d 1 670137.51 ok L = 453.80 *?+ !� + 111 W z _ U1 I U- ti i I p7. / I a WT 0 , 1 ifs w - OC Q •�' ( '� + FD I.R.C. + 8BT ��` — — .�� .� — — — 4.. M O - W uffov+`�i� JACKSON ASSOC. `� =1- 1 a"PL- ° -� -- -fir ' "-�- -- - -'r a�P- - - 1- - - - -_ - - - - -o- L• - - +kms !-- -- - - - ��� SET NAIL M p Z - _ _ _ � g N ti now ti o �Q NN _ �. + e� i AND CAP !��270341..578 L.L W•:15�- i -I------- - "�-ci�-----------%--�---- +��-----------------1 -+ --- 1---------I-J----------- -- -------- -t-------- / STAMPED V rn - = ti ems+ — — �° 0° — 8 I+�0�0 k +00In d i a n River Dr V -I`° N 22'29'09" W 6�+00 + s Be,+o94,, eoz+oo Ind 1 a 1 w LB 4644 - ; w,�IndianITiver DriIve x.22 - - 1 e - - - - _ y�_ _ - - - - - - - - - _ -- // - - - - - - SET NAIL AND CAP � *^ I I I�• -i-- LLJ��1.8� R/W�_ t �.a� STAMPED LBB 4644 1 -�T �66 R--lw) eee+oo------ I --------- - --- - --- —T -------+----------------- - a ..` W N 74 S -- — S RROYQrY CWG AND A9°f1ALT TITS ARTA+ / 7A 80 •BS ertAes ORT - - ',I :..• •.' - ' W : e,g 72 N �O 73 1269590.82 Y �°' �1Q' 75 76 a:OFF mCE aF PA�o1dT ��i 78 / e� •77 • d - �' 4 z ... - J ... ,... • . - ... s %Assoc. I i • D Z ... 7- -- BENCHMARK SET NAIL IN Q °'• " / MOVED TO STA 6 7150 MOVED TO STA 88$f52 �' " I ' LIGHT POLE ELEVATION 6.07 N MOVE�7 7i7 EmAL DISTANCE BE7wDV aYucoo i ® � ,uYo s+a+ «Au �- / AS SHOWN AS SHOWN I / -_ , _ YIOUSE / / I X77 MD lt7 FEZLSMERE X78 � ,#79 AS SHOWN Go NN " Abandoned _ - �� = NII IIIW IIYIIIIIIII I"Ylllurlll"IlYllullll iYIiYIIIII:IIYIYIYIYIIIIIY II IYiIIRIIYi II '- INDIAN RIVER _ a M9 MALL -- INDIAN RIVER 78 - RECORD DRAf1'dNG LOCA77ON OF LIGHT POLES w AND POLE NU�MlBERS ~ F W � 0 w ■ � w � GENERAL NOTES: J Cr • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY - _ zIN a THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS z 0 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. a 0) Z Im COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL LEGEND AND ABBREVIATIONS a 0 SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE w'o • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. v SIGN a a "i POWER POLE `� a N SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY o o— FENCE r Z ? o CONC. CONCRETE � STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT C.B. CATCH BASIN m ¢ In L CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. 0 o W w 0 L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP 0 `� m_ *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH • THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN P.L.S. PROFESSIONAL LAND SURVEYOR a ~31 w ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING LIGHT POLE a r COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE R.C.P. REINFORCED CONCRETE PIPE '- COORDINATES AS HORIZONTAL CONTROL OBEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED I.P. IRON PIPE M IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM R/W RIGHT-OF-WAY FLORIDA MERCATOR EAST ZONE S.B.T. SOUTHERN BELL TELEPHONE cu STATION Y X FD. FOUND c� 88-78-A05 1,276,625.165 680,649.847 J i 88-78-AO6 1,272,384.290 682,718.252CEH w L 6/24/97 �� o YYYiYiY CD (n O w J } m m ' ~ / / H w m w D 0 Y i mw < _ SUUD I.P./ YlimlY•RrrInIdiwlYlYiuuu"IYinrWrllll"IYIYY.rte' M - - N 0 \ \ \ S�C S aW ( ENTIRE CURVE) �/ i W = Q A - 02'09 51 I II - W F- R = 12661.09 J \ L = 478.26' \ \ / / / I a Z w _ \ (t' = CURVE DATA \ / I SET NAIL AND CAP _ I I �O 0 = 01'15'11" WTNEss CORNER / T / / o°o / STAMPED LB 4644 =CURVE DATA / I 0 R = 12661.09' PLS 4490 PAIll '° d = 04'32'17" FD AxLE g°P` Z F� > >/z• LP� Fo s• LP. _ 11 1269929.79 R = 5729.58' P 4460 ELEC. r <t ; - % L = 276.91 \ e CONDU,T� ( � w N i m ��n" I o ^ C) _ "I I d 1 670137.51 ok L = 453.80 *?+ !� + 111 W z _ U1 I U- ti i I p7. / I a WT 0 , 1 ifs w - OC Q •�' ( '� + FD I.R.C. + 8BT ��` — — .�� .� — — — 4.. M O - W uffov+`�i� JACKSON ASSOC. `� =1- 1 a"PL- ° -� -- -fir ' "-�- -- - -'r a�P- - - 1- - - - -_ - - - - -o- L• - - +kms !-- -- - - - ��� SET NAIL M p Z - _ _ _ � g N ti now ti o �Q NN _ �. + e� i AND CAP !��270341..578 L.L W•:15�- i -I------- - "�-ci�-----------%--�---- +��-----------------1 -+ --- 1---------I-J----------- -- -------- -t-------- / STAMPED V rn - = ti ems+ — — �° 0° — 8 I+�0�0 k +00In d i a n River Dr V -I`° N 22'29'09" W 6�+00 + s Be,+o94,, eoz+oo Ind 1 a 1 w LB 4644 - ; w,�IndianITiver DriIve x.22 - - 1 e - - - - _ y�_ _ - - - - - - - - - _ -- // - - - - - - SET NAIL AND CAP � *^ I I I�• -i-- LLJ��1.8� R/W�_ t �.a� STAMPED LBB 4644 1 -�T �66 R--lw) eee+oo------ I --------- - --- - --- —T -------+----------------- - a ..` W N 74 S -- — S RROYQrY CWG AND A9°f1ALT TITS ARTA+ / 7A 80 •BS ertAes ORT - - ',I :..• •.' - ' W : e,g 72 N �O 73 1269590.82 Y �°' �1Q' 75 76 a:OFF mCE aF PA�o1dT ��i 78 / e� •77 • d - �' 4 z ... - J ... ,... • . - ... s %Assoc. I i • D Z ... 7- -- BENCHMARK SET NAIL IN Q °'• " / MOVED TO STA 6 7150 MOVED TO STA 88$f52 �' " I ' LIGHT POLE ELEVATION 6.07 N MOVE�7 7i7 EmAL DISTANCE BE7wDV aYucoo i ® � ,uYo s+a+ «Au �- / AS SHOWN AS SHOWN I / -_ , _ YIOUSE / / I X77 MD lt7 FEZLSMERE X78 � ,#79 AS SHOWN Go NN " Abandoned _ - �� = NII IIIW IIYIIIIIIII I"Ylllurlll"IlYllullll iYIiYIIIII:IIYIYIYIYIIIIIY II IYiIIRIIYi II '- INDIAN RIVER _ a M9 MALL -- INDIAN RIVER 78 - RECORD DRAf1'dNG LOCA77ON OF LIGHT POLES w AND POLE NU�MlBERS ~ F W � 0 w ■ � w � GENERAL NOTES: J Cr • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY - _ zIN a THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS z 0 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. a 0) Z Im COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL LEGEND AND ABBREVIATIONS a 0 SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE w'o • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. v SIGN a a "i POWER POLE `� a N SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY o o— FENCE r Z ? o CONC. CONCRETE � STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT C.B. CATCH BASIN m ¢ In L CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. 0 o W w 0 L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP 0 `� m_ *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH • THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN P.L.S. PROFESSIONAL LAND SURVEYOR a ~31 w ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING LIGHT POLE a r COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE R.C.P. REINFORCED CONCRETE PIPE '- COORDINATES AS HORIZONTAL CONTROL OBEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED I.P. IRON PIPE M IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM R/W RIGHT-OF-WAY FLORIDA MERCATOR EAST ZONE S.B.T. SOUTHERN BELL TELEPHONE cu STATION Y X FD. FOUND c� 88-78-A05 1,276,625.165 680,649.847 J i 88-78-AO6 1,272,384.290 682,718.252CEH w L 6/24/97 �� o YYYiYiY CD (n w r rn m rn CD cti 0 L f0 a --I LD 07 U) Q m W U) Q RECORD DRA TNS �V*4 Y(1 I lbr August Porub vision< Platbook Pag 19 'tib / a / / / / I / / BENCHMARK NAIL IN POWER POLE e Foa ELEVATION 7.79 � I _0 y _ ��` h P,Y> SMS;; 457` OP M �YAT wA�Box PW 10E O°'eTwLLaoxw�a eox orm Ok rY¢' CONC. PAD NAL lODt •'sy _ M _ +� yy1 DrtT owvEe yyA bk —0 0 :-LL OW Ao 0— N,LL WX ® 6 0 M�• 695+00 I• ,�� 696+0o N 27'01'26" W 697+0jt 696+00 ( y� 596+00 700+0p +oa T 0 704+00 r / Indian River Dr�l 0 _ N by N 27.01 26 W i wUj " + i Ym• �66 RAW) SET NAIL ac CAP + �STAMPED LB 4644 1271065.85 Z M $4 S`ir CONC, Iwo AWMALT aS? 9 -.. 83 .. , : "w ess ohsn�ne�a sd' 669578 23 ... . N SURVEY Q e x I a'3 Come o e' FENCE o owYl� y000 naw[ eiDa +� 3 amo P� eDn CI DOCK MOWD 717 697120 AS SH-7WN 8 WOOD FRAME R / SHOAS E / �'/�[%� f 86 MOI�FD NO FEL'SW£R£ NOT INSTALLED ADD ALTERNATE LIGHT - August Pork Subdivision AND POST Plotbook Page 19 / / I nuwc 01 FRAME ILM Cam MNl DSK l INDIAN RIVER INDIAN RIVER - i N O_ 85 RECORD DRAWINGS LOCA AON OF LIGHT POLES 1 N w AND POLE NUMBER GENERAL NOTES: *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY Q THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. O I COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL o LEGEND AND ABBREVIATIONS SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE Or 1 NATIONAL GEODETIC VERTICAL DATUM OF 1929. --o– SIGN *THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE W SII, POWER POLE _ SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS o o— FENCE OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY CONC. CONCRETE - STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT C.B. CATCH BASIN CONTROL SURVEYS, DATED FEBRUARY 1974". AS SHOWN. L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP •THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN P.L.S. PROFESSIONAL LAND SURVEYOR LIGHT POLE ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING } m m COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE R.C.P. REINFORCED CONCRETE PIPE W Y •BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL. I.P. R/W IRON PIPE RIGHT-OF-WAY W U IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM S.B.T. SOUTHERN BELL TELEPHONE Q FLORIDA MERCATOR EAST ZONE Fd. FOUND Z o= 8STATION805 1,276 625.165 680,649.847 iR 0 J L, A 88-78-AO6 1,272,384.290 682,718.252 V W i SEBAS9611 ' J DATE: 6-15-98 J 7 Z DRAWN BY: TLB z-'•shy"'"�.,,y...,.,.....Y■YFiYYiiYYiY,......_ _ ...,....�"' ""sem" w�,.,�.. '..._YWiiYii7lfFAi-,, .,,,. _. _..-,,, rM s ..o..•o.a YI,I�Yr•�r,� . , _ s... . I�� `p . . .YYicGiY.iWfiYil■iliYfriY,l .. .__ ....:a._ >_.,..::._ a .I...,... .. .=r .....w... .,...,. ,..... y..... �:.., ...�......:.- — = 'i - IY�IIiYY1Wf1YYYW1YWI1ii111ilirllYYiWWiYWY4 _...,....•.... .." . : ... ... .:...... .. .. ... ... ... ... ,�.... � f ,..,_,.,. .,..—_, .,. .., .. .. .. .,,.... .. _.. :, II�IIIIYIWWYr■�YYYllrb■��YlWlli■WIY■iiYLYhiW l■IYIIIIWiWY•YiYwIIrLI■YYYIi�YN4LaiLS iiliWl _ .. ;d.,...::u... Yi.YlliirfiiY�iYViYifWNiiVI�iBilftlhiillWril�YWi Yii11YYWYfYY�Y11�IIlYIYYIJ�YYri7liJYiili•IiwlYililY�lii : i i YfIi1PYYI1WIWiiiil YdiWIlYWY11WY1r rllYwlluildllYi�luilW rlfiuluW"Yllrau hnui iYlilulnen�uiluWnrrllYY�11Yi�oufnlWurY nnliYwYlluYiYYYIdiY1Yn1YYlauYWrYm■�YWWiYYN�Yf1,4iilRii _.. ....:........ ._ .. .. .. .. .,, iWWpj1���YY�ji�Y♦�`jY�IY�Y�In��IY'�IYUYYY�alu�i�ulnllrrWrYlii�iNll�l11 -""'viii ""''""" `1ViiW�LL7.i.i{Y i N O_ 1 N w Q C O I o O Or 1 Q W rn rn I I rn rn , o =W J LY_ } m m I1. W 0 m W Y O� N 0 1 W U 9 "yl�Wiiii■IiYY■li I�i�fiiilfi��flfliilWiIYIJWti1>iliuiYifi' „' Q Z o= iR 0 J L, A V W i N W W _j ~_ J 7 Z LLI a Z ~ J _ W LLI : o W U U M r« - -p■ ■ w Z - i W All ■ i a cn a zQ zM rn _ a(If ~ .......................... ,�Illiwo6jelill1w LI Ila 4 0 C V 4' SIDEWALK CONSTRUCTED WITH k 3000 PSI CONCRETE OVER 0 6X6 WX MESH. 4 -THICK WEST NOTEII EAST (6" ACROSS DRIVEWAYS) R/W NOT USED 3Y CHANGE ORDER 11. R/W E/P COMPLETELY SOD ANY DISTURBED AREA Q (CONCRETE WITH FIBERMESH 4 MECIAN WITH PAVEMENT SIDE t MAY BE USED IN LIEU OF W.W.) TYPE A (FDOT) (SEE PAVING DETAIL THIS SHEET) Z 0 OF EQUIVALENT STRENGTH 4 CURB 0 TYPE S-111 1 1/2 SOD AW DISTURBED AREA ASPHALTIC CONCRETE SURFACE SAW 4 - SOD 1/4"/FT 1/4"1 SOD EXPANSION JOINT EVERY 8' (TYPICAL) MIN•------ ----------- VARIES 7k CUT EVERY 4' (TYPICAL) 2' 3 3' < PARKM LME Swu 7 TYPICAL SIDEWALK DETAIL 12" STABILIZED SUB -GRADE (SHALL EXTEND 11' BEYOND ED— 01 BASE)—8' LIMEROCK BASE SHALL EXTEND 15- BEYOND. EDGE OF ASPHALT) "k N.T.S. TYPICAL SWALE 'CROSS SECTION NTS NOTE: ALL CONCRETE SIDEWALK AND CUTTERS SHALL BE CONSTRUCTOR MAY UTILIZE EXISTING WEST *SIDE OF OLD ROAD AS PART OF Bl�"SE FOR NEW RtAD. INSTALLED IN ACCORDANCE WITH DOT SPECIFICATIONS. DO USE S-11 TO ACHIEVE SLOPE THEN OVERLAY WITH 1 1/2 S-111 �Y) PAVEMENT TYPICAL SECTION' NEW A INDIAN RIVER DRIVE' M N.T.S. ui V) 11- R.O.W. 1 1/2" TYPE S-111 ASPHALTIC CONCRETE 8" LIMEROCK BASE (LBR100)(98% MAX DENSiTY)(AASHT0 T-180) DITCH WIDTH (W) + 1' 1-1/2" TYPE S SURFACE REPLACEMENT ASPHALTIC CONCRETE EOP IWERT 12" STABILIZED SU13GRADE (LBR40 MIN)(987. MAX DENSITY (AAHT0 T-180) 24' tj EXISTING ASPHALT SURFACE N". V ARIES SLIGHTLY WITH LOCATION >M M (4 OF PARKING LOT WIDTH) .......... W z Z) z z �16 WHEEL BUMPER 0. 0 3C. Q 2 0i LU Gr 0 MECHANICALLY SAW ASPHALT anVilleOSeries Luminaire ELEVATIONS ARE ON PLAN VIEW a 0 0 10 PRIOR TO DIGGING DECORATIVE LAMP SHALL BE GRANVILLE SERIES ELEVATIONS ARE ON PLAN VIEW With 3" Decorative finial, Leaf Style Housing ' ALL SLOPES .57. OR GREATER RI — 11ALL SLOPES ZZ. OR GREATER EXISTING BASE Maximum weight -45lbs LUMINATRE Maximum effective projected area - 1.26 sq. ft. AS AVAILABLE FROM HOLOPHANE. LIGHTING: 4 A MIN �SWALE f7 10" LIMEROCK BASE C0%ACTED TO 4 A :CUSTOMER 98% OF MAX. DENSITY AASHT0 T-180) SALES REP: 954475-8072, R. LOWE OP SELECT BACKFILL (CLEAN SAND 12 VARIES I12 COMPACTED TO 98% MAX. DENSITY M III SERVICE CENTER IT Mo AXf AX. CILA (AASHTO T-180) 614-345-9631 CN % CLEAR PLASTIC CATALOGUE # OF SPECIFIED PRODUCT PRISMATIC GLASS G . V I A-175PI-If-24-1,B -3-C &r- 4i,`red1,I F,4,, C, SC, y ___�.IEFLECTOR I REFRACTOR /,,I 4A., Be HPS - 0 PAVEMENT REPAIR/UTILFFY CROSSING ED A 0 eflA t , e *` -\ L Ilk - /-\ r- /-\ U- -.1 TYPICAL rIU/ PARKING 4` NOMINAL SET SCREWS BOTH EAST OF INDIAN RIVER DRIVE W HEIGHT TOP ANTI oorTom Ln BE CCLUMBIA SERIES AS AVAILABLE NTS 0 POLE SHALL (CHANGE ORDER J1) < Per Aldde�41&1*K 4 a: I_ FROM HOLOPHANE BALLAST V.I I ,/ TO IS COLUMBIA 4' HEIGHT, W DOT F TYPE HOUSING Pd/e5 9 LIGHTING IA SERIES I EXISTING PAVEMENT BASE, fffWERC!;�, Ica W -ACCESS S ED, BLACK POLYURETHANE WITH 1111WALI g, Val REINFORCED, ta OR NEW DRIVE DOOR z SUBGRADE EDG" OF PAVEMENT DIRECT BURIAL BASE CONCRETE PAVING 5"THICK. IAW DOT STANDARD SPECIFICATION FOR J. CATALOGUE # - SPECIFIED PRODUCT: 4112' OUTSIDE 04AMETE 01, -3.3. WITH 6*6 W.W MESH 12" STABILIZED SUBGRAIDE (LBR40 MIN)(98% MAX DENSITY (AAHTO T-180) 0 SOD 27. SLOPE SLIP FITTER TO ACCEPT A C-14/17-FRC-BK-0DB ROAD AND BRIDGE CONSTRUCTION. SECTION 350 SOD TENON T' OD BY 7 TALL CONTRUCTOR SHALL SUBMIT PLAN OF LONGITUDINAL AND TRANSVERSE \\ 4BQEf31NS2JNES2EM,IL4t! JOINTS. W z QY1A 050H 12 L a 0 0 ALTERNATE BID: �1 2 CONCRETE SHALL BE 3000 PSI. CONTROL JOINTS SHALL < 4.7 IN LIEU OF CONCRETE PARKING AND DRIVE LANES. CONTRUCTOR SHALL BID. 0 L-71-1 L) BALLAST TVF% VOLTAGE LEAF STYLE I, IN'S" BE NO MORE THEN 12.5 FEET APART. 3 1-OGUt BASE) 12 120 VOLT CASTING FOR 9 • BLACK IM: 20 • 2% VOL I USE VIA Z •BRONZE 1 1/2* TYPE S-111 ASPHALTIC CONCRETE 0071o""P • IrON-V ss 24 340 VOL, "OIA IFNI A -As SPECIFIED 8" LIMEROCK BASE (LBR100)(98% MAX DENSITY)(AASHTO T-180) COOP) VOLT CURB AND GUTTER CROSS SECTION 10" 1110W"OS 20 • 271 SSA.P ISM Mv "PS . "o VOLT 12" STABILIZED SUBGRADE (LBR40 MIN)(98% MAX DENSITY (AAHTO T-180) I?SuH . . lisww. T- IMO&7.012?? ,?CMV Dow MV VOLT MMTiTAP NTS ?SMV 11'swLiv III AVIAL WITH ■ 25CMV 25M MY zwwwt Yx21" O.D. euusrT•r(MEDIUM BAI; 4 1/4" FELLSMERE, COOLIDGE STREETS WNP 35w "PS I I zov ONL YJ SWHFI sow "PS OPTICAL 3*FFNLALCL1AR TO 5" DIA. AND PARKING LOT DRIVEWAYS. 11 700. .11 ASSEMBLY P"SIC 7 1 "P • 100W HP 3 . IES TYPE 11 00 004P ;SDIN SSV MPS EUSTAsUTION IDDM" CVV MH (MIT 011I A - IF S T`1PF IV ALL CONCRETE CURB AND GUTTERS SHALL BE ,COMMDOW MH 1"T ONLY) DISTRIBUTION IFOMH ?SVY MW It S TVII V C01 UMBIA Series 'DEUM 20OWMCMDFSCFNT CISTAMUT-ON INSTALLED IN ACCORDANCE WITH DOT SPECIFICATIONS. Post 0`II &t P,4 i"I s 0 . PROYFC7rVf STARTER FOR HIPS UNITS O.&Y AC JSSOII C Fluted Tapered Shaft, 17" Dia. Base ft SINGLE FUSING FOR 120 2.027171 VOLT FIELD INSTALLED INOT UL USTE01 A 92 DOUBLE FUSING FOq 2011 2-OVOLT. FIELD UVSr-LLEDf"OT UL LISTED) P-OTOCONTRot. FOR *20VOLT 101 IN ACCESS COVLM 1`111AIDINSTAILLED NOT UL LISTED GV AP�RIIXX GVtAPR2W24I PHOTOCONTROL FOR 2OW-0127171VtXY LOCATED IN ACCESS COVER FIELDINSTALLED Is NOT Ut LISTED Sp ications 4, GENERAL DESCRIPTION ��Of d ldeo gp FORMED TO FIT ne iuminaire consists of three main components, a DESCRIPTION ballast housing, a reflector with socket. and a prismatic The lititin ost shall be moW TAPERED BASE glass optical assembly r, FLUTED non-corrosg ive fiberglass -reinforced OPTICAL ASSEMBLY composite. The shaft shall be tapered The optical isse"01V is a precisely molded thermal A 4 13' a - resistant borosaicatia glass refledor and retractor wth a and formed with 16 flutes separated by SOD ANY 3 inch decorative fonial, mechanicalty, attached andsemi -flat ribs, and a classic te3ered and Seated to the lop glass reflector. The upper portion of It% system incorporates a series of reflecting prisms that fluted base. DISTURBED AREA redirect over50% of the upward fight in to the Controlling SOD ROAD :elraclor whll., allowing a soft uptight component to SOD I z LAI I I MATERIALS 4f LJJ define the traditional acorn shape of the luminaite. The ELI 5.0 23" 17" POLE lower Won uses pieciselly molded refracting prisms to The post material shall be non -corrosive T. 0. B. control I e distribution of tight to M2xkW@ utgu&bcm, h PEDISTAL BASE uniforrnity. and luminairs spacing. Three unique optical fiberglass -reinforced composite, formed 31.1 assemblies are available, designed lot IES type Ill. IV, true to the pattern with complete detail. 0 1.5' MAX. SUITABLE SAND nd V lighting distributions. All hardware shall be tamper resistant BALLAST HOUSINGstainless steel. Anchor bolts shall be hot SOD 1 BACKFILL Q _J The ballast housing contains the ballast and other dipped galvanized. EL. 3.5 M Li electrical components The housing is cast of 356 copper SEASONAL HIGH WATER EL. 2.9 free aluminum olloy with a raised Oak leaf pattern and is A UJ designed to Dow gracefully from a 4* - So diameter DIMENSIONS decorative post the siip(r"ef will accept a 3o high. 2413e in height with PLAN to 3-1/5" 0 D. tenon and Is secured by four their head The post shall be x'-xx PEDISTAL stainless sitHid 1/4-20 IT V set screws Four unique a 17" diameter base. The post shall toper GROUND designed stainless sleet spring Clips enclosed in a clear 0 from 7" above the base to a minimum of -7" DIA. 3: polyvinyl chloride sleeve and adiustrad by hex head # . : , -.. stainless steel 1/4-20 balls securely cradle the optical 4.25" near the post top. An intergral 3" V) .4. 1 1 4 ssernbty. The housing is finished with polyester powder 3iameter tenon shall be provided at the paint applied after a seven stage pretreatment promils tz 1)"vA 3/4" insure maximum durability I is for lumina re mou" "g. 6" NOT NEEDED IF 23" x5 1/27 I ' Irl w MOUNTED ON PAVED/ BALLAST W z CONCRETE SURFACE (Refer to Ballast Data Sheet forspecif-c operating 18 UP INSTALLATION NOIE, chat acteristics) The post shall be provided with four 1/2" z NOT USED BY CHANGE ORDER 12 35 - too watt 120 volt High Pressure Sodium (HPS, diameter by 18" long L - type anchor ballasts are High Power Factor Reactor ". Another z c; < 1HPS ballasts are High Power Factor Aulotranstormet bolts to be installed on 8 . 5' to 13.5" 2 z CD _J C) type. 17" DIA'. diameter bolt circle. A door shall be M UJ PROFILE 175 watt Metal Holider (MH) ballasts ate Pealt Lead anchor SEASONAL HIGH WATER 'TABLE. SEE GEOTECH REPORT BORING M* 7) V) SECTION A -A Autolronslormier " 70 and 100 wan MH units are provided in the base for securing WO NOTES: available only wt1h (120V. 208V. 240V. 277Ln muI bolts and wiring access. X Ix High Power Factor High Reactance Type ballast NTS 0 -0 - EL 1. CONTRACTOR SHALL CONSTRUCT CONCRETE PEDISTAL FOR All Mercury Vapor (MV) ballasts are High Power Faclof FINISH 0< DIRECT BURIAL POLE AS SPECIFIED BELOW. THIS PEDISTAL Constant Wattage Autoicans(oirnt, (CWA) type OZ IS INTENDED TO PROTECT POLE FROM LAWN MOWING EQUIPMENT The post shall be pigmented throughout z REFLECTOR I SOCKET ASSEMBLY :!E o AND WEEDEATERS. CONCRETE SHALL BE 3000 PSI. he terector/socket asiernoty is designed to Pcslcn the. and finished in the some color as TYPICAL SWALE SECTION ALONG INDIAN DRIVE T1r< 'pecifed light source at the light Center of the 103C10F A I specified. Each post shall be finished aw W 0 Ca 1: 2. PEDISTAL SHALL BE 23" IN DIAMETER (POLE BASE IS 17" IN with a weather resistant polyurethane so V) I LISTING t 48 BETWEEN COOLIDGE AND FELLSMERE STREETS. CV DIAMETER). POLE BASE SHALL BE CENTERED ON PEDISTAL luminairs is UL listed as suitable for wet l0catvOms at having a minimum dry film thickness of Tile WITH 3" DISTANCE FORM EDGE OF POLE BASE TO EDGE OF PEDISTAL. a maximum 40 degree C ambient temperatureV CL 12 x 12" 1.5 mils. Color available ore black INSTALLATION CABLE BK) gray (GR), brown (BN), green < Refer to the instruction manual provided with each 1 6.0 luelnaqr@ as to the specitic melinod of wFing and ENTRANCE GN), bronze (BZ), silver (SI), white mounting the kiminaire 4 24 WH), and custom color (CC) CONCRETE PEDISTAL FOR DIRECT BURIAL POLE UNIQUE SOLUTIONS ORDER NO TYPE. 1DRAWNr3NO. US-1�965 5" SQUARE THIS ORAYMNI APPROWD SMALL el THE BECME THE COMPLETE SPECIF11, on � MATTAIAL TO BE FURNSHED BY UNIOUt SOLUTIONS ED OLUTIONS ON DOE ORDER NOTICAVIONII ; UNIQUE AI AUNIT Or %*^AM DESIGN WAY ft SUPPI OUT OfAV AM04 APPRKTVAL BY TO( ;; N_ CUSTO'C"N T G ON III ORDERS AN ANCHOR 1104 T TEMPI Art PRINT VVR 1 Of 7r�-,, SOLUTIONS SCALE. NONE V*I C " NCI SUPPL*OYI 04ASOR BOLT ORDER 10 1AA1CM POLE PROVIDED A DIVISION OF HOLOPHANE DRAWN RAF IN'S PRINT IS tHt PROPER I rY Of UNIQUE SOLUTIONS AND is JOAMI SUB)tCT TO 515 MCKINLEY AVENUE APP -D. FirriLAM DEMAND WHO UPON III APRESS CONDITION THAT IF WILL Of III USED % DETRIMENTAL TO OUR INTFAESTS ANDONtY SEBADET DIRECTI Vt"CRIWOPRECTLY 04 ANYWAY P.O BOX 3009 DATE 08-09-93 DATE: 5/4/98 IN co"":crioN wti mAte FI rum wsHt o BY umiouf s(huiKws NEWARK. OHIO 43055 DIRECT BURIAL POLE LJ DRAWN BY: TLB 0 0 W W z 9 W I .. I I � IYn_• �I 1111111 �" Ii II IIIIYI I . 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CURB INLET - %8-S RCP l 1 EXIST. o �G _ 1 15" RCP FDOT TYPE 2 NEW TYPE 6 _ _ ;' �! 3o" RCP`s,• - CURB INLET COOLIDGE AND BOX INV=1.4 (WEST) �— _ M TO EXIST. STORM 8 INV 1.52 _ _• N - NORTH NEW 18 " SEWER MANHOL _ 0 0 TOP= 1. U M ,NOGG % H��s T 7 "O 1NV=2.0 HDPE NEW 18 _� NEW 12" E `' ' % 30" R Z. o XHDPE IL � ,- Y /Vr� T uSE/� HDPE RIVER .. o T11 /4 iE T-_ S � E S11&FT 3A (EAST) �— INV= -.54 EXIST. 6" WATER MAIN r _ _ U FR T _/, 8 L tiv r (15:11 Jili 55 UNDER STORM RCP. W Z CONTRACTOR SHALL— INV --1.44 a CONFIRM LOCATIONS PROFILE VIEW PROFILE VIEW 1NI1.50 AND ELEVATIONS W PROFILE VIEW _ W NEW MANHOLES AND INLETS N.T.S. z w � EXISTING STORM SEWER MANHOLE o = Z J � AT COLLIDGE AND INDIAN RIVER DRIVE _ W N.T.S. 0 j A - O Z gL Z OOO �Qp Lu 00t 000 �-,-®� P �. :. 23-11 /16" DETAIL B s^ND.. (OPTION 1 —1'' ' f ! I' 1— ' I'7, I 1LL LLL 1 I`+`I I+D 1 11L1 =LLL 111- 9 :cor�PncrE� 1-1,ASElII—I11--�-1 N. T. S.E2 EM IZI ell R2 cz ED' !�' YHYiYYY illi YW Yi IIIW IY WII'YIiYYiW WYYYYW..i iiinYJ VYI-+� EARTHSTONE ® ® ® PAVER BLOCK v GpF� W N.T.S PARKING AREA DEMENSIONS N. T. S. N° 7 - GROUND - GROUND LEVEL 1Y, E o w DETAIL- B a Yr ( ) YiIYYiYYl4WIY IIfiIiIWIWM--`w�.�a... .,• Y 4-X6 Y!6 usFd OPTION 2 CONSTRUCT PARKING MEDIAN - X4"X`16' BRIDGE TIMBER (ROUGHSONG) W WITH EARTHSTONE PAVER BY ISOMETRIC N.T.S. �W z CON -PAVE OR EQUALENT 80 PRESERVATIVE TREATMENT CHARGE J� TIMBER FLUSH WITH GRADE Z� EXCAVATE AND BURY. TIMBER FLUSH - =Q Q � WITH GROUND. GROAUND BENEATH TIMBER aN z W SHALL BE COMPACTED IF DISTURBED. �P� Z J m v DETAIL A P��'�� �a N. T. � J, S. a a z M (2 GP NQ LFV m Z NOTE O N m rn W ow w O REQUIREMENT TO CONSTRUCT PAVER --..I Yi'I IIIY .x. A BRICK PARK/NG MEDIANS ELIMINATED DETAIL TO DELINEATE ,tl IYtlfY,IIYIYI n YII W{iIIIIGW Y YlYtl4t:rYtiYWW ! BY CHANGE ORDER �1. BLOCKS USED TO DELINEATE • iVA T u5'04 o AR AND' TRAILER PARKING PARKING LANE 4"X8"X16"BLOCKS. 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