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HomeMy WebLinkAbout2007 - (#50) Wild Turkey Sand Mine Site Plans11 N4 L WO;11-0% 1 N " 1 V d_ 1 A 'V V U 1 N 1 1 I 1 1_ %4aJ 1 x 1 IJ SITE DATA LOCATION MAP AVERAGE DAILY TRIPS OWNER: ESTATESL.C. ZONING: A-1 1. (52 wks/yr) ' (5 work days/wk) = 260 work days/yr WILD TURKEY ES , . L. AG-1 2. (10 yr mining period) ' (260 work days/yr) - 2600 total work days 61 ST STREET 989 SEBASTIAN BOULEVARD, UNIT #1 3. (10,4s 075 cy) / (2600 work days) - 4,026 cy/day truck) - 165 trip ends LAND USE: 8 4 - UNPRODUCTIVE GROVES k PASTURE trite ends) / 2 = 5 6 total trips CONDITIONS 4 2,31 ,. ,SEBASTIAN, FL �cltnNPRESENT CONDITION: UNDEVELOPED UNPRO 5. (288 p ) - 6. 6 trips) ' (157; FS) - 663 trips FLOOD ZONE 'A' (UNDETERMINED) do 'X' (57 APPLICANT: GRAND LEGACY, LLP PER FEMA MAP 12061CO155 E, MAY 4, 1989 A _ 23.5t FT. 57TH STREET 989 SEBASTIAN BOULEV RD, UNIT #1 MINING PLAN: (CHAPTER 934) VARIES 5t T TOPOGRAPHY: 20 0 SEBASTIAN FL HALL USE nminOP DL o THE OPERAl10N OF A SAND MiNE OVER 1 MINING SHALL BE COMPLETED IN SEVERAL. PHASES LTA LA 53RD STREET DOSE: AG-1 (772) , 388-2255 ENGINEER: .SCHULKE, BiTTLE AND STODDARD, L.L.C. 1717 1NDIAN RIVER BOULEVARD, SUITE 201 3 IN WILL BE PERFORMED IN A PORTION ACRE CONSECUTIVE PHASES. 5 AT PROJECT COMPLIEiiON THEREWILLBE 4 INDIVIDUAL LAKES WiTH A COMBINED TOTAL AREA OF 238 ACRES. THE FUTURE USE OF THE SITE CURRENTLY WILL BE AN IMPROVED PASTURE COQUINA ROCK THE PURPOSE OF THE PROJECT IS TO MINE SAND AND/OR3. AND TO HOPEFULLY BE PROFITABLE IN DOING SO. PLEASE SEE THE FOLLOWING TABLES FOR THE MINING SCHEDULE: VIED QUANTITIES ARE TED BE 2 MI ESTIMATED TO 10,468,075 C Y THE RESTORATION PLAN CONSISTS OF THE FOLLOWING: - GRADE PERIMETER UPLANDS TO DRAIN AWAY FROM LAKE THE METHODS USED FOR MINING WILL CONSra OF DEWATERING OF THE MINE INTO A SEPARATE SWALE/RETENTION DRAINAGE SYSTEM. VERO BEACH, FL 32960 AREA (PER 20 AC PHASE) AND THEN MECHANICAL REMOVAL OF THE MINED - VEGETATIVE(GRASS) OVER OVER ALL UPLANDS. 772 770-9622- MATERIAL SEE PLANS. /. 49TH STREET THIS USE REQUIRES ADMINISTRATIVE USE PERMIT IN ACCORDANCE 4. SAFETY / SECURITY: THE ENTIRE SITE IS SURROUNDED BY EITHER SRWCD WHICH LIMIT ACCESS TO THE STIL SURVEYOR. HOUSTON, SCHULKE, BITTLE AND STODDARD, INC. _ 7122(1) DiTCHES AND/OR GROVE DITCHES, IN ADDITION, A 8' HIGH BERM IS PROPOSED AROUND THE ENTIRE SEE. R T 202C 1717 INDIAN RIVER BOULEVARD, SUITE RECIAtulATiONRtSTORATION PSITE PLAN APPLICATION IN LAN: SEE CHAPTER 914 cE OFF �A-l VERO BEACH, FL 32960 3 COMPLY Wii}i CHAPTER 934, -EXCAVATION AND MINING' 82nd AVE, WHERE A LOCKED AND SECURED GATE t5 PROPOSED • ONE: Z772 .... 794-1213 DIRE ACCESS. ON A LOCAL ROAD IF SERVING NO N-RESIDENiIAL TRAFFIC. 5 - HAULING OFF -SUE MAY NOT OCCUR 6AFTER 5.00 PIM ON ANYYS ND Y. 45TH STREET PARca size - ACREAGE = 835.52 ACRES NOTE OPERATION OTHER THAN 7 ao AM TO 6:00 PM MAY BE PROJECT LOCATION: - WEST OF 82ND AVENUE, SOUTH OF 53RD STREET�iL FLO ZONE 9 i� PERMITTED BY THE BOARD OF COUNT? COMMISSIONERS g METHOD ZONr ZO A do 'X FLOOD VIES • NGGMAC7v ,•. 41 ST STREET TAX I D. NO S' 32-38-23-00000-1000-00001.0 EXISTING CONDITIONS• CITRUS GROVE /COW PASTURES S.C.S. SOILS TYPES: WABASSO FINE SAND AND PINEDA FINE SAND DEEWATERIAND TiES ARE REQUIRED IN CONJUNCTIONS WITH SAND MINING ON SiTE. DURATION ES WILL BE OF THE DEWATERING ACTIVITIES CONTINUOUS BASIS FOR THE _ - - - - - - 32 ` 38 23 00000 5000 00001.0 ALL DRY MINING. THE MINING SHALL BE COMPLETED iN SEVENTEEN PHASES. IT I TOPOGRAPHY.• LEVEL, AVERAGE ELEVATION 23 5'd: TOPS 20 5't FURROWS ESTIMATED THAT DRY SAND MINING 15 PRACTICAL AND FEASIBLE TO A DEPTH As PHASE OMITS OF OE11(OLO MENT VOLUME EXCAVATION AREA PHASE 1* ' 48.1 797,771 18.0 6/08 TO 12/08 2* 47.7 797.128 18.0 1/09 TO 6/09 3* 47 5 851.781 19.25 7/D9 TO 12/09 4* 52.5 715,290 19.25 1/10 TO 6/10 5* 49.9 $47,597 19.25 7/10 TO 12/10 6* ~ 49.8 $47.597 19.25 1/11 TO 6/11 7* 47.4 851,781 19.25 7/11 TO 12/11 8* 52.5 715M 1925 1/12 TO 6/12 9 45.1 1,019,652• 1925 7/12 TO 7/13 10 45.2 1,019,652 19.25 8/13 TO 8/14 11 43.1 852,792 18.5 8/14 TO 8/15 12 ' 43.1 849,521 18.5 8/15 TO 8/16 13 18.9 150,980 5.5 8/16 TO 8/17 14 19.0 151,243 5.5 8/17 TO 6/18 TOTAL 609.9 10,468,075 238 Wild Turkey Sand Mine Site Plans 32-38-26-00000-3000-00001.0 ENVIRONMENTAL SENSITIVE AREA: NONE THE DISMUBED AREAA MT14 OF DEVELOPMENT FOR: 1!lM 32-38-26-00000-5000-00001.0 NATURAL VEG. COMMUNITIES: NONE METHOD OF NOISE ATTENUATION 7' _ AROUND - MEANS OF THE PROPOSED 8' BERM ARO - - - PHASES i do 2 = 78 ACRES SEE SHEET 5 P - - SEE SHEET 6 • - LIMITS OF DEVELOPMENT _ INCLUDES f 5n1�W�ET WATER MEANS AS REQUIRED BY THE COUNTY. ENTIREM THE AND ANY ROTE LTLEFiAT PHASES � 6 = 6 ACRES -SEE SHEi7 7 SPOIL DISPOSAL AREA FOR 37TH STREET � `, 2oA SINGLE FAMILY RESIDENTIAL STRUCTURES WITHIN PLEASE THERE ARE NO PHASES 7 do 8 = 78 ACRES -SEE SHEET 8 EACH PHASE. SEE PLAN •,. .: - 2. NORMAL LEVEL= EL 19 0 CT SITE. 1+ MILE OF THE PROJECT - SHEET'; 5 8. W: W W W 8 SITE SOIL STORAGE >' ZONE: A-1 > . Q > 33RD STREET _ cD ... 00 Cfl 26TH STREET GENERAL NOTES: 1. EXISTING UTILITIES: THERE ARE NO EXISTING WATER OR WASTEWATER FACILITIES ON -SITE SOIL STORAGE PILES WILL NOT EXCEED 25' IN HEIGHT. �. WITHIN 1 MiLE OF THE PROJECT. 2. THERE ARE 1.4 MILES OF UNIMPROVED COUNTY MAINTAINED ROADS ALONG THE PROPOSED HAUL ROUTE _ 3. SiTE ACCESS OVER EXISTING BRIDGE ACROSS S.R.W.C.D. LATERAL DEWATERING METHODS: y *C.- A RIM DITCH WiLL BE CONSTRUCTED AT THE PERIMETER OF THE PROPOSED 4. LANDSCAPING: REFER TO SHEET 4 FOR THE PROPOSED LANDSCAPE REQUIREMENTS. MINING AREA, 10 FT.t DEEPER TITAN THE D(iSTiNG GRADE AT THE BEGINNING A 40' WIDE, TYPE 'A' BUFFER IS REQUIRED ALONG A PORTION OF THE SOUTH AND OF THE DRY MINING OPERATION AND WILL BE DEEPENED TO A MAXIMUM OF EL. EAST PROPERTY LINE WHERE THE SUBJECT SITE ABUTTS A 10 ACRE PARCEL -15.0't NGVD AS DRY MINING PROGRESSES DOWNWARD. THE TOTAL LENGTH OF THE REQUIRED BERM N 2665 LF, PUMP WILL BE USED TO LOWER OR 'DEWATER' THE PROPOSED AREA TO BE THERE IS NO OTHER LANDSCAPE PROPOSED FOR THE MINE AT THIS TIME.MINED. THE PUMP WiLL DISCHARGE NTD THE DEWATERING DISCHARGE DITCH, 5. ALL NUISANCE EXOTIC VEGETATION IXISING ON -SITE MUST BE REMOVED N APPROX. 100 TO 130 FT. OUTSIDE OF THE RiM DITCH, EXCAVATED AS A MEANS CONJUNCTION WITH SITE DEVELOPMENT. TO STORE AND INFILTRATE THE PUMPED GROUNDWATER. THIS WILL EFFECTIVELY 6. THERE IS A RESIDENTIAL STRUCTURE LOCATED 1.3f MiLE (6,956f LF) SOUTHEAST ELIMINATE ANY ADVERSE WATER DRAW DOWN IMPACTS TO ADJACENT PROPERTIES. OF THE PROJECT SiTE. THERE ARE NO OTHER RESIDENTIAL STRUCTURES WITHIN ANTIGPATED PUMP SPECIFICATIONS. ONE MITE OF THE SITE.HYDRAULICALLY DRIVEN 6' DIA. TRAM PUMP 7. NO EQUIPMENT OR STRUCTURE DIRECTLY INVOLVED IN THE PRODUCTION MANUFACTURER: M do W PUMP-CORP. PROCESS SHALL BE LOCATED LESS THAN 2504M FROM ANY PROJECT PERIMETER. CAPACITY: APPROX. 20DO GPM AT 30 FT. HEAD 8. WATER TANKS OR SPRINKLERS WILL BE USED , AS NEEDED, TO CONTROL DUST, SHOULD THIS BECOME A PROBLEM. PERMITS REQUIRED: 9. AN ANNUAL PROGRESS REPORT MUST BE SUBMITTED TO THE COUNTY ON OR 1. S.J.R.W.M.D. BEFORE OCTOBER 1, OF EACH YEAR THAT THE MINE IS IN OPERATION. 2. I.R.C. SITE PLAN 10. TRUCKS SHALL BE COVERED IN A MANNER TO PREVENT SPILLAGE AND OWNERS 3. I.R C. LAND CLEARING do TREE REMOVAL EXEMPTION NAME SHALL BE LISTED ON BOTH SIDES. 4. I.R.C. STORMWATi R (TYPE B) PHASE PHASE AREA (AC) IMPERVIOUS AREA (LAKE) (;C) OPEN SPACE (AC) 1 48.1 18.0 30.1 2 47.7 18.0 29.7 3 47.5 19.25 2825 4 52.6 19.25 33.35 5 49.9 1925 30.65 6 49.8 1925 30.55 7 47.4 19.25 28.15 8 52.5 1925 3325 9 45.1 19,25 25.85 10 45.2 1925 25.95 11 43.1 18.5 24.6 12 43.1 18.5 24.6 13 18.9 5.5 13.4 14 19.0 5.5 13.5 TOTAL 609.9 238 371.9 11. A FULL TIME ROAD GRADER AND WATER TRUCK WILL BE PROVIDED TO MAINTAIN 5. I.R.C. MINING 6. I.R.C. CONCURRENCE' THE 82ND AVE. HAUL ROUTE. 7. I.R.C. ADMEN, USE 12. A GATE IS PROPOSED ON THE PROPERTY AT THE PROJECT ENTRANCE WREN 8, F.D.EINTENT P. NOTICE OF T 13. PORTABLE SANITARY FACILITIES ARE TO BE PROVIDED ON SITE 9. S.R.W.C.D. DISCHARGE CONNECTION BONDING INFORMATION: LAND COVER CALCIriATION 1. COMPLIANCE BOND- (645 ac) X (#1,000/AC)= #64,500.00 ADDITIONAL MINE CONSTRUCTION NOTES 1. ROAD OPTIONS INCLUDE PAVING PART OF 82ND AVE. iF THE COUNTY ACQUIRES NEW RIGHT OF WAY, WE TOTAL PROJECT IMPERVIOUS AREA (LAKES) - 238.0 AC. NOTE ALL PHASES ARE A DIFFERENT SIZE. THE ABOVE AMOUNT REPRESENTS REQUIRED AND WILL BE TRANSFERRED FOR THE LARGEST BOND RE HAVE NO RESPONSIBILITIES FOR THE 0 W d AVENUE WILL BE IMPROVED PER SRWCD WOULD THEN HA NSf81LIT1E R 82n ALP A • TOT PROJECT OPEN SPACE 538.61 AC. SUBSEQUENT PHASES. REQUIREMENTS 2 PROPOSED HIRING OF A TRAFFIC COP TO ENFORCE SPEED UMITS ETC. DURING THE HOURS OF OPERATION. 2. RESTORATION BOND_ (20ac) X ($1,000/AC)= #20,000.00 3. WE WOULD NOT SHIP FILL DIRT FOR A PERIOD OF 5 YEARS GROSS SUE AREA 835.52 AC. NOTE BOND AMOUNT BASED ON 20 AC MINE 4. BERM AND LANDSCAPE ENTIRE PERIMETER OF SITE IN PHASES. LESS R-O-W / EASEMENTS 3. 82nd AVE MAINTENANCE BOND= (1.4 M111:S) X ($10,000/MILE)= ;14.000.00 5. NO EXPLOSIVES WiLL BE USED ON SITE 6. WE WILL NOT USE A DRAG -LINE ON SITE, CONVENTIONAL METHODS OF LOADING WILL BE EMPLOYED. CANAL e STREET 6.93 7 C NOTE THE COMPLIANCE AND RESTORATION BONDS MAY BE TRANSFERRED 7. WE WILL PAY FOR ANY PROP -SHARE THAT WE MAY BE RESPONSIBLE FOR ON SR 60. 8. PROJECT EMPLOYED TRUCKS WILL NOT BE ALLOWED TO TRAVEL NORTH ON 82ND AVE.. 49th� - 10.42 AC. TO THE NEXT PHASE UNDER THE APPROVED PLANS. MORE THAN SE 9. LIMIT ROUND TRIP 'TRUCK PER DAY TRIPS TO 2DO (200 IN AND 200 OUT). C-11 CANAL = 5.66 AC. ONE PHASE AT A MAY BE MINED CONCURRENTLY, HOWEVER, EACH PHASE SHALL BE FULLY BONDED. 10. LIMITED STACKING HEIGHT, DIRT WILL, NOT EXCEED 25'. (NOTE OTHERS ARE 2-3 TIMES ABOVE THIS) C-1 STREET = CANAL 5.71 AC. 5.71 AC. PERIMETER BERM NOTES: 11. CURRENT LDR (LAND DEV. REG.) STATES ONLY 20 ACRES CAN BE MINED AT A TiME AND STACKING CAN 41st STREET 5.75 AC. ONLY TAKE PLACE ON ANOTHER ADDITIONAL 20 ACRES. FROM THIS THE DIRT WILL HAVE TO BE RECYCLED C-13 CANAL - C-1 AC. 1. AN 8' HIGH PERIMETER BERM iS PROPOSED AROUND THE ENTIRE SiTE (SEE BACK INTO THE MINED PORTION BEFORE MOVING ONTO THE NEXT 20 ACRES. THIS MAKES THE 'LUNAR STREET - 2.58 2.58 AC. PROPERTY LINE CROSS -SECTIONS) MOON' APPEARANCE THEORY IMPOSSIBLE TO ACHIEVE 2. 2665 LF OF THE BERM IS REQUIRED TO BE CONSTRUCTED ADJACENT TO THE 10 AC PARCEL 12. T14EK WILL BE A SET OF BMP'S (BEST MANAGEMENT PRACTICES) WRITTEN SPECIFICALLY TO ADHERE TO SUE AREA - 776.61 AC. DURING PHASE 1 MINING. THIS PORTION OF BERM WILL BE LANDSCAPED IN ACCORDANCE THE CURRENT SAND MINING PERMIT PROCESS. SOMETHING THAT HAS YET, TO EVER BEEN DONE. WiTH THE TYPE A BUFFER DETAILS. 3. THE REMAINING PORTION OF THE BERM WILL BE BUILT AS EACH PHASE PROGRESSES. 4• Surveyor's Notes: * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS THE TOP OF 5/8" IRON PIN (TRAVERSE POINT# 25), LOCATED AT THE NE CORNER OF SECTION 23, WEST AND NORTH OF WOOD BRIDGE ACROSS LATERAL C CANAL, ELEV.= 23.11' NGVD * SEE SHEET 1 OF 2 FOR BOUNDARY SURVEY * THERE ARE INTERNAL GROVE DITCHES THAT ARE NOT SHOWN OR LOCATED ON THIS TOPOGRAPHIC SURVEY. N O O SECTION 26, TOWNSHIP 32S, N00'09'38"E 2653.70' N00'18'32"E 2656.73' N00'18'32"E 2656.73' 12' DIRT ROAD FALLS IN LATERAL D CANAL 12' DIRT ROAD N00*09'38"E 2653.70' BRIDGE _— 12' DIRT ROAD O — —m I — — — _ _ — — — — — sEcrlaN — — — — — "— . , LINE I SEGTION � tINE LATERAL D CANAL LATERAL Q CANAL I ?pO 1 ?9 �p •Op+?3 SO vp 9p ( I O O I !p 90 90 -p 9p I I �O 6O _ °O BO 8° I I N I �p Sp SO _. 50.00' I t— I 50.00' A o I o c'2ppO p t�2 p {)O t�!9O I t t`�'�° � I `)OIII29t% %j Sp O C c CD (A 0000 I I I °° I i � I I I 11 D I ( ,— LIn nITrN IN �?' , . I I I i c^, �I�INI�I I Q r` N o 04 it i w W O O 0 wo oN 1 o ri~WOW }�N� WW��am3OW irW'�Qg�.-�oaZu¢=oW _ cy z¢¢OF��pW O�m�g aCi�V40- w�S2xWxV1 d'VI�O U of C%4 co CO L 4) 0) w �.. Q N � N O11- zg U- N Q � w ^` O S000V0 o Q 5 � mQ O zzW ZZW O > V♦ 06 Itt o�N� 'mott '' W � o W o� < ~� J CD�U)04 Woj M Z Q J m V' W Z LL- W F- ct `WN 3. rn J Qn ZN �- `Un VJ V �~ i� Z �-- O Z Ld 0 C O 1 Q U w > In I � W N re xCL w ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑WWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 20 DATE: SHEET 2 PROJECT NO. 07-018 TH LINE 23 ,10 40• L -1 'DIRT ROAD ET I C 3 #6905 40' too' So SET PC LB J6905 } SET RC I45905 30 so I5 T IRC l #6905 - NORTH LINE SEC. 23 140' 1 ' DIRT ROAD s Z N 1 0 \ W z KK Wt'WOgZWJQC� '. 3w woC+�'wwa�c='ow�a �a�3Lti��sa� z E 0 W Mi c Z 0 aci 0cn O co LL 00 (=j o c W 0 WJ O m Q zoO�W Z O ? CL!wc wN� ZoWo Zo�ti W o �~ Z Q J mLj' L� W � � >04 a� Q) Z N V LU Lj Ld ry F.._. Q z J Q "BBITTLE ICATION CHULKE 47048 TLE ..57396 [JWIWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 2007 DATE: SHEET 3 PROJECT NO. 07-018 � Y 112' DIRT ROAD - - - - - - - - - - - - - - - - - - - - - - - - -.- r= _ _ _ _ _ _ _ _ _ _ _ -12OIRT ROAD- �/I 12' DIRT ROAD - - - - - - - - - - - - - - - - _ _ - _- - - - -2L\I �(5 -26LATERAL D CAN LET IRC LATERAL D CANAL BR+esE 77T11 200.00 �- DEED BOOK 32, PAGEE 77 LB #6905 200.00 SET IRC SET IRC NOTE TO DISCONTINUE CCOMODATERM SET IRC ( NOTE TO ACCOMODATE M SET IRC 1 GEED BOOK 32, PAGE 177 ' LB #6905 LB 06905 LB #6905 FASTING DITCH L 6905 SET IRC T I LB #69 ���� SE IRC LB #6905 LB #690 ( I I I cr cn cn LB 6905 zo zo z o IIII LB #6905 00' \ \� I I I/71F" - _ .00' I - PI20POSED 52' WOE . III �I--PROPOSED-POSITIVE i (�' I ,� �R1(�eC o DURINGRM EACH 1 I I I I 1 I I ( I I I 50I OUTFALL FOR LI K� 3 I ( I IOR LAKE0.00_) - PHASE OF MINING. PROPOSED PROPOSED NORTH LINE LITTORAL ZONE I 1 1 I11I LITTORAL ZONE I DSEC. 23 L ao' PROPOSED PROPOSED ' I I I PROPOSED I it 1 UTTORAL ZONE IIII ( ( III I '37TH STREET I I I ( 45TH STREET455+ R/W I I IIII 11 rrr f I il(90' TOTAL) 1 ( III I 90' R/W GE1 DIRT ROAPROPOSED 11IIMAIN 1TcE E�ASEMENt L41ST STREET 1 I I I I SUB ATERAL C-11 WEST 100' VW REDO ED - AT RA C-13 WEST 100 R W RECORDED --1 (- 1 DO R/W I 1 - IN DEED BOOK 32, PAGE 177 1 11I 11 [S 8 L E L PAGE 177 / i 11 I I { 11 I III I 15 DRAINAGE 11' ( I GACATED IN DEED BOOK 110, PA 1 1 I I \ \\\ (I I l cI DEED BOOK 32, E I I( I I I I 11 MAINTENANCE EASEM ( I I I \ F 1W VACATED IN DEED BOOK 110, PAGE 135, (( I 1 I I ll 1 III I I II ® I I l 15bEX/ IN� 30 M11DE DRAINAGE CANAL WITH 111 } I I 111 1 1 `1\ 150' 1 i r( ISTING 20' WIDE DRAINAGE CANAL WITHIN R/W) ( ) I I III I I If I I I MIN. III I 15' p� III MIN. SET IRC I I LAKE 4 I I I 1 ' DRAINAGE 1 III I II 1 I MA1 NAGS 1 ET I C LB #6905 I I i LAKE AREA- 42 AC $ET c150, 150' PROPOSED POSITIVE 1 II I I~�1 I 15 EM L_. I I MACE BEM I �_l ( B #6905 SUB -LATERAL C-12 WEST 100 R/W RECORDED -►I i Ill I _ L� III OUTFALL FOR LAKE MNHtENANCE EAS IN DEED BOOK 32, PAGE 177 I III (PERIMETER LENGTH = 5788 WIN. MIN. , I III ( { 11 1 I III I III i I 1 i I� ' I I R/W VACATED IN DEED BOOK 110, PAGE 135, � ROPOSED LITTORAL I � � i LAKE 3 II I I (I IN THIS R VJ I l III I 11 I II IIII 11 I I III I I III I 1 Il 1 I {NO DRAINAGE CANAL /) ONE=2.8 AC ,✓ �� I l �1' LAKE AREA = 42 AC II 1 1 II I I i I III III I III I PERIMETER LENGTH 578� 1 11 III I I I III { j ,I I I III II III 1 .. ( I III I f I PROPOSED LITTORAL i ► I I ,{ I l 11� 150 I I ,sa III I I I � I ( III I ( 1 1 1 ZONE=2.8 AC I II I I Ill I LMINN.. I �MIN.�f i I11 (�I ((� I 1 II (�( II I 11 I I 11 I l I►f I II 1 I III I l �I LAKE 1 40' II l I I 150,1 I I I I I III 1 150 ( ! III I I I LAKE AREA = 77 AC I III IIII i MIN III ' I II 1 ' 1' MIN. I I/ I PERIMETER LENGTH = 966 ' ( 1 MIN. 1 11 I ( I �� i t III 1 I P III 1 1 ( 11 I1 1 I( PROPOSED 10 100 PROPOSED , `II I I 1�1 I ( LAKE 2 I I I I PROPOSED LITTORAL ' I I 53 OR STREET o I II MONITORING WELL TYP. 1 1 = 111 I1 1 ZONE=4.7 AC 200 R/W I I ( ( ) t LAKE AREA 77 AC 1 ( 1 ' II I I ! I II 1111 I ! 111 l 1 II III ( _ 11 I 50.00 I I°I I 11 I 1 PROPOSED PosrnvE I i ( I PERIMETER LENGTH - 966� I F�ROPOSEO OUTFALL FOR LAKE 1 I l l{{ I I ` I I I I 114,9Tq STREET I i ' I PROPOSED b I 90 R }W l II i PROPOSED I I t PROPOSED LITTORAL I I I / I ( ( 50.00 i 1 50.00 LITTORAL ZONE I I LITTORAL ZONE 1 i ( ZONE-4.7 AC ( I I I I I (1' PROPOSED 52 MADE 8 HIGH BERM. BERM TO BE ( I ( 50.00' ( CONSTRUCTED DURING EACH ! ( ( II PHASE OF MINING. \� -- I l �_�/ I Ill I I i I I (IIII � �- - � � � r -� � NOTE. DISCONTINUE BERM I I I I I III ® ® ® I TO ACCOMODATE { 1 I I I 11 1 II = �I EXISTING DITCH I II I I I III - I SET IRC I I IN DEED BOOK 32, PAGE 177, Le 6905 FD LITER �� �. r� �T r-� ii.'s- I lt1 - I SET IRC FD IRc SET ( 1 I Iil I 1 III SUB-LY�TERAL C-tO WEST 100' R/W RECORDED WOOD POST I SET IRC SET RC FD LITER WOOD POST 500 TYPICAL ® 1 11 III 1Ii R/W VACATED INDEED BOOK 110, PAGE 135, SET RC I 6905 LB #6905 I I LB #6905 "CARTER" I 905 i III 1 I 1 I II LB # i (49.67'E k 0.02'N) 1 . ..;. • - ,, I � -I { EXISTING 30' WIDE DRAINAGE CANAL WITHIN R/W) LB 9os' • ' ': r 1 I 1{I I i I 1 l ollzr Raao I I r 11 I I ( I 1,9' III 1 111 1 ! Ill 1` III I ( (EXISTING 20' WIDE DRAINAGE CANAL WITHIN R/W) I I (E I i III I It 11 III I 111 1 II 1 � 1 i 111 IIII I I III 1 I I I I I l II I I I 1 _I I I i ! IR/W)II L NO DRAINAGE CANAL THIS J III l ( Ii 111 l 1 _ 1 J III I I I i I I l lI 111 I11 I ! l I I I1f III � I I I III I I ..III x • �� II I , i mom ( III i I I I III (I ( <�, z ! `` 150 I 1115o III 1 zo ! �� I 1 ,1� MIN. (� MIN.�'l/ i I I t � �;r � I� L--- 5 I I I II I I I (i� II f I III _ 1IoZ 1 _ Z .Ill ( II I I 11 150 I 1 -1 I 111 - I IN. ��� MIN. co I ( ll I I � �, ; 1 ! I 1 ---1 _ ( l II i�� STIRC SET RC I PROPOSED 1 L #6905 o LB 905 I III LITTORAL ZONE \ l I I11 ( II I I I • 1 I PROPOSED 1 t I I 1 I 11 LITTORAL ZONE II 1 -NORTH LINE i I I I SEC. 23 � I � F AC I APPROXIMATE LOCATION O 10 !! � 1 i / PARCEL OWNED BY. i I / \ _ If _ 1 40 GEORGE RICHARD TAX ID: 32-38-23-00000-7000-00001. -- LITTORAL ZONE CALCULATIONS I I ' IA l I I , I I DIRT ROAD I II o 0 I l l NOTE. LITTORAL ZONE TO BE PLANTED AT THE END OF THE MINING OPERATION I I FOR EACH INDIVIDUAL LAKE. LAKES 1.2 212 LAKES I LA E .- 1 I i I + I P 52 MADE ( PROPOSED I A I 8 HIGH BERM. BERM TO BE 1. LAKE 1 15 MAINTENANCE 1 AREA VARIES VARIES VARIES VARIES CONSTRUCTED DURING EACH FOLLOWING: I PHASE ,OF MINING. REQUIRED LITTORAL ZONE PLANTINGS IS THE LESSER OF THE 0 NOTE. BREAKS IN BERM TO Zone 4 Zone 3 Zone 2 Zone 1 I II _ Zo I I MININ MAINTENANCE BERM.. - W BODY SURFACE _ .30 x 77 AC = 23.1 AC - 1,006,236 SF I I I G / I I NOTE. DISCONTINUE 307 OF WATER BO ( ) ExISTIN fl ACCESS TO PROPERTY OR 15 DIR ROAD TO ACCOMODATE AND EXISTING DITCHES ' - _ - 47 03049 SF' ll BARN- Unused EXISTING DITCH 21 SF / LF OF SHORELINE (21 SF / LF x 9669 LF) AC 2 (Unused) VARIES SEE PLAN � I � I i REQUIRED AREA = 4.7 AC OR 203,049 SF 1 I W.T. E. V I{ 8 (MAX) VARIES - ( 2. LAKE 2 �_ HOUSE (Vacant) II iI REQUIRED LITTORAL ZONE PLANTINGS IS THE LESSER OF THE FOLLOWING. SLOPE SE IRC SE IRC VARIES LB �690 � � ` L IR � LB 6905 - 30% OF WATER BODY SURFACE = (.30 x 77 AC) - 23.1 AC = 1,006,236 SF OR Muck Littoral Zone Plantin • Blanket I. Zone 1 9 _6 23 '1! Sc iH eom �azai WG9-LATER C-GANA� 001i �- - - - _ _ - - 21 SF / LF OF SHORELINE - (21 SF / LF x 9669 LF) 4.7 AC 203,049 SF A. Floating Material -'[e�y6so5- _ _ 1 r.l•:a 1. Fragrant Water Lit N m hea Lateum ® 5' O.C. - - - .__ __ __ .__ - - - - T - - - �- I I .. L .:...F 9 Y ( Ym P ) Z 5 2 4 30' DIRT. ROAD - - - -- - -- -- - - - - - 0 - REQUIRED AREA = 4.7 AC OR 203,049 SF - - - - - - - - - - - "" - - - - - - 30' DIRT R AD �'� 2 I I ..: IL Zone 2 - - - - - - - - - - -' FD IRC "CARTER„ r Zone 3. LAKE 3 Extended Littoral A. Submer ent Material T<r 12.82' NORTH Per 5 0 0 S. F t.lant 1 Tree e q g O.C.00.00 EAST ... 1. Arrowhead Sacltana Lancelata � 3 0 Q �,{ /� � /C ^ I I I (Ranch p dREQUIRED LITTORAL ZONE PLANTINGS IS THE LESSER OF THE FOLLOWING. t (,)2C1U. A V EI VVE Road) G Plckerelweed Pontideria Lancelata ® 3' O.C. 1 - 30Y OF WATER BODY SURFACE _ .30 x 42 AC 12.6 AC = 548,656 SF 2 ( ) t ) OR III. Zone 3 _ 100 R/W - 21 SF LF OF SHORELINE = 21 SF LF x 5785 = 2.8 AC - 121.485 SF / t / A. Emergent Material 1. Soft Rush (Juncus Effusus) ® 1.5' O.C. r 3 0 MPH) REQUIRED AREA = 2.8 AC OR 548,856 SF � \ ` 2. Canna (Canna Floccida) ®2 O.C. Anxra IV. Zone 4 4. LAKE 4 SECTION 24-32-38 . REQUIRED LITTORAL ZONE PLANTINGS IS THE LESSER OF THE FOLLOWING: A. Upland Edge L Cord Grass ® 5 O.C. s = _ _ 309: OF WATER BODY SURFACE .30 x 42 AC) 12.6 AC 548,856 SF � 2. 1 5 Gallon Cypress ®50 O.C.. t OR LITTORAL ZONE ENLARGEMENT GRAPHIC SCALE - 21 SF / LF OF SHORELINE = (21 SF / LF x 5788 LF) = 2.8 AC = 121,548 SF N.T.S. 00 4W Boo 1600 REQUIRED AREA = 2.8 AC OR 121,548 SF � c 2 Ir 150' SETBACK TYPICAL SETBACK TO PROPERTY LIN IN FEET LITTORAL ZONE PLANTING REQUIREMENTS 150SETBACK TYPICAL SETBACK TO PROPERTY LINE W - � I--SRWCD R-O-W OR EASEMENT OR ULTIMATE R-0-W SRWCD R-O-W OR EASEMENT OR ULTIMATE R-O- I 1 inch = 400 i� NOTE. THE APPLICANT WILL WORK WITH THE COUNTY PLANNING AND ENVIRONMENTAL DEPARTMENTS 35 TO DETERMINE THE SIZE OF EACH INDIVIDUAL ZONES. THE REQUIRED PLANTINGS FOR EACH 35 T--------�--- I - 150 FT. MIN ETBA `K ZONE IS THE FOLLOWING. 150 FT. MIN.,SETBACK . 1. 1 I I 16 8 62 WIDTH VARIES .SEE PLANS 62' 16 I. Zone 1 A. FloatingMaterial so 1. Fragrant Water Lily N m hea Lateum @ 5 O.C. 9 Y (Ym P ) _ I 1 Plant / 25 SF II. Zone 2 + + DJACENT TO'10 AC PARCEL LANDSCAPE CALCULATIONS FOR LAKE PERIMETER A. Submer ent Material # _.:�_..__....._. ....-._.__�.._...�....:. " .....-......._.:.�,�,.__.._.....-.�__......�..._.,._-.,.�..._,,:. ._. ----- 25 LANDSCAPE CALCULATIONS FOR TYPE A BUFFER A 1. Arrowhead Sacitarid Lancelato 3' O.C. 25 _ .... - ( ) Plant 9 SF - REQUIRED: 3 TREES PER 100 LF OF SHORELINE 2. Plckerelweed Pontidena Lancelata ®3 O.C. I . ` EI-- 23.0 � 1. TOTAL LENGTH OF MINE ADJACENT TO 10 AC PARCEL = 2546 + 119) _ 2665 LF ( ) EL 23.0 1 Plant / 9 SF 19.0 , EL 11.0 1.__ _ + + . 111. Zone 3 .._1_ . __ - -- --- vvATEtz-Et-= "�s:I7- _..__ .,, .__. .- _ 20 2. PROPOSED 52 WIDE TYPE A BUFFER -PROVIDED: A. Emergent Material 20 I I { _ _ g I I -LARGE CANOPY TREES REQtARED 4 DIAMETER AT 0.5 ABOVE GRADE do 18 HEIGHT) TAKE 1 PERIMETER 9669 IF 1. Soft Rush (Juncus Effusus) ©1.5 O.C. I i I - TREES REQUIRED = 3 too • 9669 = 290 TREES 1 Plant 2.25 to I I EL. 17.0 _ (3 TREES / 100 LF) x (2665 LF) = 80 LARGE CANOPY TREES t / 2. Canna (�anna Floccida) ®2 O.C. EL 17.0 15 15 _ _ _._ - - - _ y ._ _ _ _ - _ _.�. ----__ _ - LAKE 1 PERIMETER - 9669 LF 1 Plant / 4 SF { -- - SMALL CANOPY TREES REQUIRED (2 DIAMETER AT 0.5 ABOVE GRADE & 12 HEIGH77 t? ( - TREfS REQUIRED = (3/100 LF)•(9669 LF) = 290 TREES IV. Zone 4 I _ (3 TREES / 100 LF) x (2665 LF) = 80 SMALL CANOPY TREES A. Upland Edge -LAKE 1 PERIMETER = 9669 LF 1. Cord Grass 0 5 O.C. I 10 - UNDERSroRY TREES REQUIRED -TREES REQUIRED = (3/too tF)•(5785 LF) = 174 TREES 1 Plant 25 SF 10 _ __�__- _ _. _ _ 1~~- = 10 TREES 100 x 2665 LF) - 267 UNDERSTORY TREES 'r; LAKE 1 METER - 9669 LF 2. Cypress Tree ®7 O.C.1 - YP TREES REQUIRED = (3/100 lF)•(5785) LF 174 TREES 1 Tree 500 SF � - -SHRUBS REQUIRED I _ - TOTAL TREES REQUIRED = 928 TREES -._ __.,_..___._.,. _...__;.__...�........_.._.._,.,....�.___._�_W..______..__..__...____.,_. ..._m�....� 5 = TREES 100 x 2665 = 1999 SHRUBS PLANTINGS WILL BE INSTALLED A AND WATER TOLERANT NOTE. ALL LITTORAL ZONE P - 14.o NOTE. 1. TREES MUST BE NATIVE A LAKE BY LAKE BASIS .) I INSTALLED ONCE THE MINING IS COMPLETE ON 2. ALL LAKE PERIMETER TREES WILL BE TYPICAL POST_ �' ONCE THE MINING IS COMPLETE ON A LAKE BY LAKE BASIS MENELOPED MINE CROSS.. -.SECTION �I�NI�I L o , 1 opp P, 00 II d O N Q p,2 O 0 C, h O 2 4 N Y V p W =UHWOW �N7 a�aw�aWo�QaF3 z��Zi�o'p•'o�mog 4�KHW4'32W.'�a�U �WZ=7 -WWZ HOC wo==wwa�c�wir� .�aa3W�N;W�ac�i, U_ o E .j to : CT) V .tt J In to � � Q -� JLr- Z 0 z�LiUj Q a0 �� O C Q ' 0 W o W --t O m Q O zzWW - Zt O W � - Q � N CD .i 05 Z O N a W W0 a .J. ori 1-__ : z r WOQ M- ZaJ Z2mLL W �"13 W ?N �0 .� < t- �. T� Z �W 86 I- Z z W n Z � Q '� Z O Q W J -1 CL Q W ry 0 0 t= V) 0 -� CL � W W Yz_ 0 p Z J Q ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑WILUAM P. STODDARD li IM NO. 57605 DEC 0 5 2007 DATE: SHEET 4 PROJECT NO. 07-018 EXIS PUMPHOUSE T ' Ir, I r- % r"S f /1 A 'T I /\ n I I A 1/ r U, Q JI-Itt I IIVUtX cn — o x cn — o�--w 0 0 0 ! z 1 I I I -r +c a. !i WiTS OF DEVELOPMENT i - - - - - - - - - -- - - - - - - - -----------� L. ---- =------------------- --- ------------------- ------- ---------- -`- - - v o I a! rn i - GRAPHIC SCALE I� I Via 200 0 100 200 400 B00 . I • a IN FEET .. I LI I I 200 . 1 .._inch = ft. 82nd AVENUE io �IwINIMI Z Q N 00 O N O [n Q N II N c� O D U O U =CAI--WOW}r=-WL.,j f W'pU�m3OW �WK�a�•-r1-c�-=OW ' N�aQZWo3ca'='3 U Fx� pwi=j�WwZ;�& t-a3: =IL3xW,:m) :iao 3w��^3w�ac> C 8 W M Q � Z � Wo a�i O LL � Z 00 coo 2 00(.)10 • o Qc W o W J o m Q Zoz�W 2 N O COD) D R C 14 oW O� Q I` Z o ti W0> g m u- >N j Q Z N 48 ti �W z• o Q NGINEER cn ❑ JOSEPH FL REG.❑JODAH B.FL REG. ❑WWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 2007 DATE: SHEET 6 W Lij Y Z F— 0 � Z _1 Q L--i ❑ xm W. swum ��� _ _ _ ______ __ _ __ _ _ _ _ __ ... . . T .. .. . . �.: -- _ ... _ 7.. - — . ...% . .. iI l � _ . . c .. - I _. _--. _ -- --- . .. . . . . . . . . . . . 1 : . . '. . . . . . I I . . .. .. .. . . . . . . .:. . l . .. .. .. . . . .. I .. .. . ,. � .. .. ..:..: ' .. . ... ..' . '' ... . .'. .. ,- ..... , . ' . .. , . . . . ... . ' .- , , ;' .. .. .. .. . . v. .. . . 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I I , I', _ DIRT ROAD I II I II I 11 I I1 II I 1.40 MILES ezne AV TO PAVED ROAD I F. 1 o 0 p N N it � i s Wzcz, L- C C i W Q�-W a W�� o W O S 2ONYU�'Cw 2Wh- U V W p }} r N J �Ww�Uam;mow W O§Ha),,? 1W ari-a�Z�p��a�3 Q'KW�w Q��ZW"-�<U 100.XM W &Czz.7vW wa�w�a Fa33w:3N3w�a� d ( • of� co O aJ cpq J � c"a) -. , co W I` (n o�wN Q It'i ZoUoO o w -j 0 0m� co: Ww I.— zZow ��>co�i�o(.,3t) 06 Z ON� � xwo ~ W � f-, �J Z�0LDWi- > � Z , J �4 W Z LL- W , ��> `" W J a� ') N Z5 t (o Z- I _ 04 v ti- �W v U) �- Q CL 00 (10 Q n ❑ JDSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH 9. 9ITME FL REG. NO. 57396 ❑WIWAM P. SM1 ARD FL REG. NO. 57605 DEC 05M7 DATE: SHEET ;< 8 PROJECT NO. 07 0 18 11 - _ . �_ — .-. �...�....__ - 1. - - T� - ------ IoQIII at LLI W= OZ�— W TA I ' i QQ ZW U awn'— I 1 I—W III LLI Z [if wCCZ mQm c� I pW� Z�Q z I I II ,mz(n (n x Ngp2Y0(n W (n I U-)ofW:2QZW -_ I UMf1'S OFI DMOPMFNT 1 I 1-1 W H.. kej Z U- I I I; III �o� w `- o 0m�� II `-oZw I III c�o II o� W oow=o z� I ILIo Q II' w?v '- o Q�Eo 000Ld I (o \ II I< t z I ww�N I I� I I� oo �� QQLLJ �� �<CD to Ito I iC) x x N III II� r� III II a N N --- -- x f— v' �I�INIMI I 0 z 00 N O Q SQ N 2 U � W J� ON tx- O _2w H�V ow S �%UWOw>> Nj f W CW� F-a.j�S�w W�ZW ZO��Qa~3 2 Q w 0to 7 m U F ceW�3r>x w =O��wwa xx :�N3w�a� Fjo Q � Q � � Q n Z U- v, Q � 00 WoW-J • o mQ LOc� • : g L ZzWw 1�z w V J 00) _ cp 0 - 't ONO) owl W ~ Q �- p- J �U-C/)N o �<m LL w J V > W � N i Zrn J ¢o zN V �w Z Q rn w V) a CL ww � Z Z o< ❑ JOSEPH W. SCHUU(E FL REG. NO. 47048 ❑ JODAH- B. BITrLE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DEC 05M DATE: SHEET 9 PROJECT NO. 07-018 v-4.� oz 1.1 1III ZQ l iI ) con — o- -o �k - W o_ Lo a� w (� II o I.I Z ��00 � II II Iry - CD - - ------ ---------- ----- 9'' 1"�-t3 S3'----- ----------_. -S8W-r,7(:-€- 42454;3-- -tn*5701" 65 RAI ----- --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------v� I, II,--u � � — � - : wm w �m II � I`n W 0 Z I I I F-o , _ I; a cn �I t SHEET INDEX 11 Z Q n U o \ 00 0 O < 04 cN U � Q � Q U W Q O O R O � o U OW aaw�Zwaz��a�3 �t..WaKxaZ ZwO Z_G���QWrij�mH� 3> 2a CU pW 2=S��=W3�Y i�==XvwasZ(A -a33w�N3w n CR> ■ V U � E _! a M a� O co J ���o . � c: Woi - 0 •: g Zzww I—Z W N � O . 06 C. Of N � z o W � W 5 ~ J C") E--- Woo' I— V > LL co W � � W > cq ccoq _..IC,3 Q ti ZN` v� o z w Q f/) J a� _ ww \_1_Z z oa `) ENGINEER CFRTJACA77ON ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITTLE FL REG. NO. 57396 04MWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 2007 DATE: SHEET to PROJECT NO. �%- 118 N Q 0 I � Q s y. � A f f y o ffa o a y I 03 O, II II , P W do CL f , CL 4 W�RE 0 o cn o i os CC f i Y z W co a� �I p Q c: w a� zcoU-co 3f 5 co U c . W0W� 0 w Z Z Z W zo > N 0 M 4 of CVO o W CD H ti o ti W zo 0 ~ C�UmLL- WF-- CY ckf QVU>N j � j Q � (1) Z N � �F- v r- Z w Q N Q a_ ww Ne" 7 ry F-- 0 � Z _1 <C 'S V) "REG.NO. CA110N CHUUCE47048flE57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 2097 DATE: SHEET 11 -- ---------- -------------- --- --- — ----------------------- INI IN FEET ) Z? :-!M'k <2; ` Ystis Z D 1 inch — 200 f i. T II ' i a pol ( c F-11 I I r• t F I I 7. D ID — — — — — — — — + — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ - - ^.. �'tt�K7B' �"•.�q'�"'^" : ' .. x _ '." .. ... .. '"",�p __ '_`•'f'Y..'-/F...'"4A�ii%D.',e ' �m1:4"'^�{vy Q� .+•�+[Y OR.:-^'�7L,^t:R7.'#9'�^'M^. 'Cf'ii--fi$-f�b'A'. .. - - - `_.._-...., _ - .. .. .. — — — — — — — — — :�� �� — — — — — — — — — — — — — — — — — — — — — — — — — — • I 00 V : J Q � Iw f•. II o II I III I _ • I II I I I 0 Z Q r I o \ 00 N O Q II N C� O O a U � rWwo V��ti�W. KCW Wpf 2C J�� W O�YyW WQ• C�W�a '. b j J 0) U 04 v Q v ~ C� v OCo U- Z Q 00 j U o 1_i o W -j O m Q ZzO w rl1 �w o > V1 �Q�t'J N � 06 20 W _I cD LL. to N 0 ~ Wow~ BUCo LL W�� W �">_N _J j Q� g 3: ZN �- ��Unn j � w v! U i Z , n� N W (/i CL W W Y Z F-- 0 0 Z Q _J ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTIE FL REG. NO. 57396 ❑WWAM P. STODDARD FL REG. NO. 57605 GEC 0 5 2003 ?ATE: SHEET 12 PROJECT NO. 07-018 1 II 11rz, ,; Z5 n LE I (Icn I Uj 14 i li r Al Q c�0 3 M N \ Z W 2 W Z� W Q�QV ~Gw =�"waowrC�S K r��Oa-�UiQW au-wRmwno <Wa 3' V.WW C=p�Z,vQC ZQ��ooWQ�m'.' p�Sxj�KWW3jtt w Z W C�+V xWa�(941N 6r. L wD�3WD(L QU U� J 7 co G) Q W 'Q Q � W O N L.� o Q 00 00 U o ZoQc Q WoW� o mQ O �zWW Z r� o > � �/ / N O � t' v of cq W o Wo D F— J ti c�<U)N I_ Z ;r, �a0 Z Q J M � W LL- W�Cr 11 W wW J j < F- ZN U tir- v Z Q J M W V) Q r W Lli Y Z • o z � Q ENGINEER CER71FICA71 JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE FL REG N0. 57396 WWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 2007 DATE: SHEET 13 ' PROJECT NO. 07-018 Ap • 3a 3 LIMYS OF DEVELOP ENT w E 3: LLI to ~' \ ONr (L V/ N� OV)O O�.—O CLF, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — d' e- 800 SHEET INDEX - II IT M M II I II it II it II II � II �� II I I�I I I I I I,I I I I I I I�I I III I I Ili I I I I I I II II j'j II f II iI � � II ICI I II I'I � ICI I I I II lil III I i t I I li II I II I�I DIRT ROAD II III II II I AM Ulf rq II II (i I II I�I I�I 82nd AVENUE �I�NIMI I Z N o I xN W CD2 O O O U ¢O w o = w OwOYU t-oo F1-W Wa�VOmzi�V � O a�a�ZWa�aaF3 ��=x�OwwZ3�a d tjVU a�- V1> S = K \�d33w�N3wsa�/ bV OE 0) Q � J Q w Qcn O00�1 0 00Q-C- zo W 0 mQ O�:C5 w ow �zW F- > o N 0 06 04 z o Lij L1J O ti 0O G7� WAD z Q -I LJ..i cr- w v W > CV �to O J j Qo Z N ~W m .. �po w < V) J Q n_ n ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITME FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 2007 DATE: SHEET 14 PROJECT NO. 07-018 0 0 o a 0 Q r N pp M 0 3 ¢ 3 F-- r -� z r � W o W U I 4 CR U N 0 t- � �W 2 O U w O I T N R `- Z o° O m 3�° w"0 n °w �w��ad-}ivFow arxaw�Zwz°�Qax>. w _z x�==XNa�"vwi�o OL �a33w�N3w�aU d� - o� J co 0 Q � m -J LL of �=n Z8)< 0 0m< O zzW ♦♦ n� o > co VJ � QNOd. 06cz, R N cp �O :�=w� w ? ._J cb < E5 h o W 0 > ZaJLL Z LL- m �EDWN >>04 J o Q� _ `f) z ti U � � J v wV) Z O >-- U ry � Ld O N ry o�. U W W \Ile _Z 1— 0 p 7_ J Q 'S V) ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITILE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DEC 0 5 2007 DATE: SHEET 15 PROJECT NO. 07-018 r s 2: 2( 1: 1 400' 150' SRWCD SUB -LATERAL C-11 100' EASEMENT 150' )UTH MINIMUM MINING SETBACK 40' 10' 10' 40' MINIMUM MINING SETBACK NORT GRADE TO BE RESTORED EXISTING GRADE I EXIST. GROVE DITCH TO BE REMOVED _URWL PHASE 3 C0 ST$ RESTORED TO ORIGINAL CONFIGURATION AT API FT O I OF PHASE i N N 5 �. ,.- _ . , CIS/-TinN SCALE: ONTAL: 1 "=40' -,AL: 1 "=4' ^g 6� I PATH OF FRONT' i( I d9) 6.00 ft 36.00 ft - - MAX. STEERING ANGLE 30.0 deg. 18.00 ft 30.00 6.00 ft p p -I8.00 ft) 6.06 18.00 DUMP TRUCK feet DUMP TRUCK Width : 8.00 Wight (a) nw.1►m,wR Souttom Track :8.00 Lock to Lock Time : 6.00 Steering Angle : 30.00 DUMP TRUCK DETAIL. 1 =20' o SECTION H I 100' SRWCD S B-LATER C-11 CANAL EASEMENT I I w m� + + I I EXIS ING I 30'f WIDE i DRAINAG CANAL I I 17't _I I I I I I EXISTING DIRT MAINTENANCE ROAD TO BE MODIFIED 1 ui J 2 Q -H z Z - PROPOSED 30" R1-1 STOP SIGN & "ALL T. ``' - <uj - MINING TRUCKS MUST TURN RIGHT" SIGN SEE CUSTOM SIGN DETAIL BELOW V) ----------------------� \�---------jQ — d Q 00 C-4 OIL 2n V UE Cn I-- 57< w 36" :ALL MINING PROPOSED DUMP TRUCKS o TRUCK TURNING DETAIL MUST- TURN � SEE DETAIL, LEFT RIGHT CUSTOM SIGN DETAIL ENTRANCE DETAIL 1 "=zo' O S ei e �GW , CiF'Wa0>>-�N7 ww�Vom3&w �iwap.'=pZ ZwOg a,W �2W JQU_' d 22��CC Ww3V1} �SSXN �2t/100 a33w�N�w�dc� Z � Co � w o �Ua S o U N WoW=, o oW JJ o o� w Zoo I� W � > Q M Z a JItL JwWty � o j Qti U s � (n v O� Z U JW V) t!; O U W W Y Z Z ❑ JOSEPH W. SCHULKE FL REG. N0. 47048 ❑ JODAH B. BITiLE FL REG. N0. 57396 ❑NAWAM P. STODDARD FL. REG. N0. 57605 DEC 0 5 2007 DATE: SHEET 16 PROJECT N0. 07-018 SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY. THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE 'STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WiTH ALL APPLICABLE CITY, COUNTY. STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS. PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, R DWAY EXCAVATION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANK MENTS WITHI N THE LIMi15 DEPICTED IN THE PL ANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTiL CONTRACT CLOSE-OUT. AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXP ENSE. SOD: SOD SHALL BE ARGENTINE BAHIA. UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WiTH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS. WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND PARKING LOT, BUILDING PADS, DITCHES AND SWAL ES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS. ROOTS,BRUSH.VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL* SELECT GRADE; AAS.HT.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) COMPACTION: 12' COMPACTED LIFTS. MINIMUM 98% MAXIMUM DRY DENSITY (AA.S.H.T.O. T-180). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER LF. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER UMEROCK MATERIAL IN ACCORDANCE WiTH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS, UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE S-1 MOD A.C.S.C. SHALL. BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN. IN ACCORDANCE WITH SECTIONS 320. 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WiTH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX No. 300. PROVIDE CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WiTH F.D.O.T. INDEX No. 304. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT.SUBGRADE, BASE, PIPE BACKFiLL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10.000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. B. SUBGRADE: SHALL) TEST MIGHTEBE NECESSARY M THE�EVENT OF VARIATIONBE S SUBSOIL CONDITIONS. (MIN.AT INTERVALS OF NOT RE I OF 33 / 10 PER JOB) 'OOOSF OR CLOSER AS (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE: 1) F.B.V / LB.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER MIN. OF 3 / 1 PER JOB) 2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN.. E. STRUCTURES: f1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. F. BUUILDING PAD: (1) AS SPECIFIED IN ARCHITECTURAL PLANS. ALL TESTS SHALL BE PAID FOR I3Y THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFi IN A NEAT. CLEAN, GRADED CONDITION. DRAINAGE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WiTH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40. Fy - 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WiTH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. TYPE II PORTLAND CEMENT SHALT_ BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PiPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. r STORM SEWER CONSTRUCTION SHALL BE iN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFIWNG OVER PIPE CULVERT AND STORM SEWERS SHAM BE COMPLETED IN MAXIMUM 6' LIFTS, TO A POINT 12- ABOVE THE PIPE, AND IN 12- LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN STANDARDS INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRIC SHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINUMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC JACKET AFAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACT) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA, RECORD DRAWINGS >: CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SiTE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO. HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFIWNG ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL E UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. . F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. G. UPON COMPLETION OF CONSTRUCTION. INSPECTION NOTIFICATION: THE RESPECTIVE COUNTY DIVISION SHALL BE NOTIFIED, IN WRITING• WITH COPIES TO THE COMMUNITY DEVELOPMENT DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWING ITEMS OF CONSTRUCTION SO THAT AN IMMEDIATE INSPECTION CAN BE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WiTH SAID APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 913. IF THE COUNTY NOTIFIES THE DEVELOPER THAT NO COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY-EIGHT (48) HOURS OF AN INSPECTION REQUEST AND IF A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT, THEN THIS REQUIREMENT MAY BE MET BY SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 1. WATER LINE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION)2, STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 4. ROADWAY BASE (PUBLIC WORKS DIVISION) 5. SURFACE COURSE (PUBLIC WORKS DIVISION)6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED 13Y THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFlLLING [913.07(5)(H)I. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION. IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WiTH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991. SECTION NO. 710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLAW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC DIRECTION ARROWS (SEE SiTE PLAN). 4. STOP BARS SHALL BE 2e WIDE USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WiTH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALT. BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11865. WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. 4. STREET NAME SIGNS SHALL BE 8" IN HEIGHT WITH 6" LETTERS. EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PER MANENTLY ST ABILIZED, 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK iN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO' INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. POLLUTION PREVENTION PLAN IS A %%UMINIMUM%%U GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. 18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING D - NO TURBID DISCHARGE TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. MAXIMUM TRENCH WIDTH 2 X PIPE DEPTH + W a PLACE AND COMPACT V,j Q /IN 6" LIFTS. \ v W a! z PIPE O.D. + 24" o a: MAXIMUM WIDTH a 0 z a_ 1 n " z U_ MAX. MAX. LD HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL N 0TES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. TYPICAL TRENCH DETAILS NOT TO SCALE ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: _ STRUCTURE INDEX NO. CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 TYPE "C" INLET No. 232 TYPE "F" INLET No. 233 CURBING No. 300 MITERED ENDS No. 272, 273 SIDEWALKS No. 310 TYPE P-10 INLET No. 200, 201, 215 DRAINAGE STRUCTURES: STAPLE FILTER BARRIER - EXCAVATE 4"X4' TRENCH BURLAP OR STAND. STRENGTH AND BACKFILL OVER 8" SYNCH. FILTER FABRIC OF FILTER FABRIC. 10 THE WOOD STAKES o, OrD M u_ul_ usnl_ u�w� SECTION NOTE: -WHEN CONSTRUCTED ACROSS DiTCH LINE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE 3'x3' WOOD STAKE, MIN. -BURLAP - MIN 10 OZ./SY MATERIAL DRIVEN 12" INTO GROUND. -FILTER FABRIC - SYNTHETIC MATERIAL MEETING STD. TESTING VTM-51,52 75% FILTERING EFFICIENCY -FILTER BARRIERS SHALL BE MAINTAINED UNTIL ALL UPSLOPES HAVE BEEN PERMANENTLY FILTER BARRIER STABILIZED, 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS . DITCHES, OR RECEIVING WATERS. A AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS. B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFlWNG OF EACH INLET. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SiTE, A FILTER BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER. 3. SOD ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT. INCLUDING AREAS ADJACENT To CULVERT ENDS, DISCHARGE STRUCTURES, FLUMES, ETC. 4. PROVIDE 18" MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. EROSION AND SEDIMENT CONTROL PLAN Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And pr Extend Under Bags and Bales. Fabric Shot[ Meet The Requirements Of Sand Bag Section 985 Of The Standard Specifications. Cost Of Fabric To Be 5' MIn. Included In The Contract Unit Price For Baled Hay Or Straw, TN- 4 Loose Son Plated By Shovel And Lightly Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. PLAN Of Bales. PLAN Rail Post T . ffyp1' Min. Recomme led1' Min. Recommand6d Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. ELEVATION ELEVATION Application and Spacing: The use of Types-1 & II bale barriers should be limited to the conditions outlined• in ehort I, Sheet 1 of 3, Index No. 102 TYPE _T TYPE T BARRIER FOR UNPAVED DITCHES Post Options: Wood 2} Min/0 Wood 2" x 4" Optional Post Positlo Principle Post Position Oak 1 �'x 1 }" i , v " (Canted 20' Toward Flow) Steel 1.33 Lbs/Ft. Mi 6' Max. Filter Fabric (in a, Conformance With Sec. 985 FDOT Spec.) >� l `c M N T T1► - -Filter Fabric Silt Flow ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE - - - SILT FENCE -3+•-- Slit Flow 4% S46 Note: Spacing for Type --- Fence to be in Type ��� Silt Fence Protection accordance with Chart Sheet 1 of 3 Around Ditch Bottom In, and ditch installations at drainage structures Sheet 2 of 3. Do not deploy in a manner that slit fences will act as a dam across permanent flowing Type --- Silt Fence watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Management. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAIS 3'-4" 5 3/4" 5 3/4" 2'-3 5/8" d ,Q ,. a4. C (V a .. .' Za 4 GRATE ' ' (o NOTE: MODIFY WIDTHS AS 2 1/4' 4 d REQUIRED PER PIPE SIZING. 2'_4„ 4 ( . v 2" CLEAR 2" G rn �I m 2" 2 2 2 t 4 I < .d T �O O > to d OO 8' • w• 6 SUMP BOTTOM 6' m o; � AS PER F.D.O.T. INDEX No. 285 a 1 m 12� z < �-- 4o a ' a. a o1I.a Ala • • d 2 -4 -Tr -=1 N� PLAN VIEW SECTION 1 � _� � - I- 12 TRAFFIC BEARING TYPE C CAST IRON GRATE TYPE 'C' INLET DETAIL Approx. Weight 235 Lbs. 0 M GENERAL SPECIFICATIONS, FLAT BLADE, ALC❑A #86054,6063-T6 ALLOY, ETCHED, DEGREASED WITH #1200 ALODINE FINISH WITH #2277 GREEN SC❑TCHLITE BACKGROUND OR EQUAL DIMENSIONS -- 6' MIN, H, 24' , 30' OR 36' L. n LETTERS, NAME - 4' SERIES 'B' # 2270 SCOTCHLITE (SILVER) OR EQUAL - SUFFIX - 2' SERIES AS ABOVE, P❑STt STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD OR GALVANIZED FINISH PER A. S, T, M,-A-123, WITHOUT ANCHOR PLATES, STOP SIGN, R1-1 MUTCD - 30' x 30' (ENGINEERING GRADE) LOCATION, ONE PER INTERSECTIONAS INDICATED ON THE PLANS, ANY ST, II --POST z N ,n 5/8' R m a N ;a 3/32' -� M B t� AT RADIUS DIMENSI❑N' TOL. 2, 00 3, 00 5/8' R. WHEN POSSIBLE ' A't 3/321 ' - 13/32- ' 7/8 ' EXTRUDED TYPICAL STEP -B't 1/83'- 1/1%- 1/2 ' BLADE SECTI❑N SIGN PLACEMENT - C, t 1/161' - 9A32- 5/16 (UNCURBED SECTI❑N) D't 1/32 ' 3/16 ' 7/32 CHANNEL PEST STOP SIGN DETAIL N.T.S. F� ` 0 L L U T 10 N ffn_­� \LVWV 110 Anchor Bales With 2 - 2' x Y x 4' ,11ft", SidewalkStakes Per Bale. fi m i Rer / - - I I @1 -- �-Apron�Ditch � �-•�•.`^- Ditch Curb &Gutter%, -Curb &Gutter _- J /.. - �IVIIIIIIIillllbl111@IINIIIIIVIl ��,IIIIIIiV�YliulB,�lll!�IIhIIIQiVII�� ' ��IIII!II�IInhIIIIIiIIIInnuNlll PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES � L o 1Z" 50' On Centers T Limits Of Construct) jf I� ( �' ) Sod As Require _ _ I _ ---Silt Barrier I �pI 50' Max. 50' Max. Anchor Bales With 2 - 2" x 2' x 4 AN Stakes Per Bale. Overlap Ends f FBI Slope _ _sod _ OR h sotto Inlet ELEVATION E Median Ditch 10 T - -' - TO BE USED AT SELECTED SITES WHERE THE Silt Barrier NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE 50 Max 50 Max. Dltch Cross Drain 50' Max. 50' Max. Flow ndwall Slit Barrier Bales To But - ,,vv Anchor Bales With 2 - 2' x 2' x 4' E Stakes Per Bale. sad PLAN Limits Of Construction 6' Min DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES SLOPE RIP -RAP AT 2: STILLING BASIN O'X20' MIN.) 10' 10' 10' 4' L. 6,7 EL 5.5 NV. EL 6.0 A14" ,e EL. 4.0 �-- RIP -RAP ---� NO. 57 ROCK SECTION X-X Varies Joint Woven Or Non -Woven -12' Filter Fabric Min.I in Type D-3 Overlap 2' Min. (See Index 199) Securing Device ELLIPTICAL PIPE Joint Varies Joint 12" 12" Woven Or Non -Woven Min. Min. Filter Fabric Securing Device ELLIPTICAL PIPE SHOWN ROUND PIPE ISOMETRIC VIEW PIPE SECTIONS Cost of filter fabric Jacket to be included In cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET STILLING BASIN " PVC W 90' BEND V0. ASREQUIRED) E-WATERING: DISCHARGE INTO NO. 57 ROCK .TEMP. BERM SECTION A o -GRADE TEMP. SWALES TO PIPES DETAIL LAKE CONSTRUCTION TEMPORARY EROSION CONTROL PIPE,/DRAIN =QUIR D. AT LAKE C. C O 5 O U) o I � O Q 3 11- r -o Z r z W zz L ILAJ CD 3 U J �i1 O O O V O �ce Y W z�O LF 0 �rc�~i ow c�rw w H w W Q OU K m 3'Q W ai��oaz�=o= ~a�Zw�Kad�3 NU•�wa O,W,mmaS Oa]~ Q�==�owww3�� c-�vc� aK= vrr \3-a33wa,-3wDa-0 U z 1 (0 C N CY' o " _i Q US ^ Q _ Q �-a O J Z U_ C to = -0 z0 LuoWQ Q CO 0 z60W ZOW VJ � N O� w g0W� >_J Q L _ (1) 04 ti I` Lt_I O Z Q _I LL 9 CIO M w W N ^ W "'-(D C:)ati _I ❑ ti �J U F---F v 0 V) D Z 0�50 Ld Z (,%) Q Q _j U Lj 0 w U 0 LLI C- 0- L N ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITnE FL REG. NO. 57396 ❑ WIW AM P. STODDARD FL REG. NO. 57605 DEC 0 5 2007 DATE: SHEET 1'7 PROJECT NO. 07-018 SECTION 27-32-38 S - CORNER23, TOWNSHIP 32S, SW CO RANGE FALLS N LATERAL D CANAL ' �i — — SECTION . 22 3Z . 318 . .. HIP 32S SW CORNER SECTION 26, TOWNS , ` N00'09'38"E 2653:70' = 12' DIRT ROAD 2 7 7 , „ N00'18 32 E , 2656 73 � , " N0018 32 E . 12' DIRT 2656 73 ROAD 2 RANGE 38E, FALLS IN LATERAL D CANAL 34 12• DIRT ROAD 2 NOO.O9'38"E 2653.70' — — — _ - SEC N LINE -=- —" -" 26 — — 23 — SECTION INE CT N L LATERAL D CANAL RIDGE B 23 - — — 35 L--26150.00' LATERAL D CANAL �pEED 177 150.00 --- .:. 150.00 S89'S8'21 "E 50.00' '�— I_-200.00 200 00' I DEED OK 32, PAGE 177 BO:1328.25 SET IRC ... BOOK 32, PAGE 1326.88 SET IRC „ SET IRC SET IRC N00 09 38 E 1326.88 LB 905 N00'09'38"E 1326.88'LB 405 + ( • SET IRC N 8 E 2 0 .. LB ' " ' SET IRC 9 0 " SET IRC 1328.25 NOOi 8 32 E SET IRC L8 0 N OO"18'32"E 1288 24 . SET IRC N 00 09 38 E LB #690 #6905 I LB #6 I lB j16905 ,�e I � LB #6905 FLOOD ZONE: A ( i I 50.00' I I CID CA ( I FLOOD ZONE: X 00 ( SUB LATERAL C-13 WEST 100 R/W.RECORDED I� I -P 6 °) _ ----I i 4— -'. ' IN DEED BOOK 32, PAGE 177 " R VACATED 1 N DEED BOOK 110, PAGE 135, I I N .. 50—'I .. .... NW CORNERI E�TION 23, TOWNSHIP 32S, .� I I .. � EXISTING 20 WIDE DRAINAGE CANAL WITHIN R/W) I I ` ;.,:, ., c0 . . :... I 50.00 RANGE 38E, CERTIFIED R A LS IN LATERAL D CANAL O�D CORNER FILED BY m I ... I oo I I CARTER AS O I� TES, INC. LB #205 N I , cfl I I .� . IE 8 37' CO to j I ; Cn BASED ON "i D 83/191 0 FINAL ADJUSTMENT N • to CO I I I .(o I o I ! �..--- SUB -LATERAL C-11 WEST .100' R/W RECORDED. I i m IN DEED BOOK 32, PAGE 177 I I (EXISTING30'. WIDEI DEED OOK 110, DRAINAGECA ��WITHIN R/W) I I I I THE NORTH 40 FEET I I WEST 1 2 SECTION..... 26 SET IRC . LB #6905 PUMP HOUSE . NOT INCLUDED SET#61RC SET IRCI ( I . I .. L� 905 LB #6 5N _ I TOWNSHIP 32S RANGE 38 E I 0) I I I I 15 �4 200.00, I I I NORTH LINE • • I l ". I I00 • oo W CTION 23 ECTI N N SE O cn (n - I o� I I w[j POND _ I • I I _ OD 01 " I ao o 0 • -� , m • SUB -LATERAL C-12 WEST 100' R/W RECORDED i— m m -P r I I IN DEED BOOK 32, PAGE 177 m SET IRC L9 #6905 SECTION 14 TOWNSHIP 32S RANGE 38E to 00 rs 0 +� FLOOD ZONE: A m FLOOD ZONE: X rn rn CD 00 41- —12' DIRT ROAD N00'18'31"E 40.00' SET IRC LB #6905 '-1"400.00' 100.o0 FD IRC "CARTER" 12,82' NORTH 100.00' EAST LINE OF SECTION 23, aAbW vN Inc r r_vrvvn • �• , - ---- -" - - SYSTEM, FLORIDA EAST ZONE 901, NAD 83/1990 FINAL ADJUSTMENT. * p - LENGTH - DELTA ANGLE ® V _ yyE� LIfVeyOCS Notes: NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY E/P - EDGE OF PAVEMENT X - HYDRANT - GATE VALVE 1. A PORTION OF THE PROPERTY IS FENCED WITH ON THIS * THIS SURVEY DOES UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, OP B.M. - BACK OF CURB = BENCHMARK cm- - IRRIGATION VALVE WATER METER Certified TO: CATTLE. FENCED PORTION NOT SHOWN SURVEY. THIS IS THE ONLY CHANGE SINCE THE EXCEPT AS SHOWN. POC - POINT OF COMMENCEMENT QS - SANITARY MANHOLE ORIGINAL SURVEY WAS PERFORMED. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, POB - POINT OF BEGINNING - CONTROL POINT (PCP) ® - SANITARY SERVICE ZONS DEVELOPMENT, L.L.C. OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. 0 p PERMANENT - PERMANENT REFERENCE MONUMENT (PRM) ® (2 _ SEPTIC TANK - DRAINAGE MANHOLE WILD TURKEY ESTATES OF VERO, L.L.C. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. O p — IRON PIPE (IP) — IRON ROD & CAP (IRC) ® - CURB INLET — SURFACE INLET GRAND LEGACY, L.L.P. HARBOR FEDERAL BANK * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES p — CONCRETE MONUMENT (CM) L_<�J — MITERED END SECTION SUN TRUST BANK ARE THE SAME. (M) - MEASURED --� — CONCEPTUAL DRAINAGE - STREET SIGN BAYSHORE TITLE INSURANCE COMPANY DED BY THE CLIENT F F - FINISH FLOOR * LEGAL DESCRIPTION IS AS PROVI . . 1800 L I Stc; I TUN uNt i LAIERAL D CANAL ' SECTION LINE J l i I LAMMAL D CANAL n IJ I • i. I i I I ,- -� TOWNSHIP 32S, RANGE 38E o I ICn �.7, CO I i i ZB I I �I � � e° '° 40 I ° g f I I I I I I �' I I l I DITCH SECTION o I 50.00 50.00 IIiI III jf SEE DETAIL 10z0 m x $ 2mo �b i°o� Z m i *� ,o t� ?o�?o '$ ,$ 50.00 :. I o �°50.00 SECTION o DITCH SECTION SEE DETAIL 16 SECTION o OD cDITCH • . DITCH SECTION as ON Z3 DITCH SECTION zDITCH m O SEE DETAIL 14 SEE DETAIL 13 L - - — — — E ETAI _ � ------ r: S E D L 12 ( �, - r---------- -- l------------------------- — ----- --- -- — p I D TOWNSHIP 32S, RANGE 38E I I SEE DETAIL 2 oA P r LIN w o osT t�, N00'15'59"E 2 0' N00'15'5 t �, 2654.90' �N00'18'32"E 326.74' z Surveyor's Notes: * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS THE TOP OF 5/8" IRON PIN (TRAVERSE POINT# 25), LOCATED AT THE NE CORNER OF SECTION' 23, .WEST AND NORTH OF WOOD BRIDGE ACROSS LATERAL C CANAL, ELEV.- 23.11' NGVD * SEE SHEET 1 OF 2 FOR BOUNDARY SURVEY , * THERE ARE INTERNAL GROVE DITCHES THAT ARE NOT SHOWN OR LOCATED ON THIS TOPOGRAPHIC SUR VEY. RICE INC. HOUSTON & P , Professional Land Surveying -Certificate No. LB6905 9436 U. S. Highway 1 Sebastian, Florida 32958 } Tel. (561)388-8603 Fax. (561)388-8604, TYPE: TOPOGRAPHIC SURVEY REVISIONS PROJECT# 00-270T DATE: 1109101 F.B. 11 PG. 28 DRAWN BY: ` : PRB CHECKED BY.• "SAH SCALE: 1 "= 400' SHEET: 2 OF 2 NO. BATE DESCRIPTION BY �Nz� Awi ------- - --------- 7-- M p-� RR at% z -4 A v", A 3_7 4 _0 Z 4�i t� `04 Lq mm N, j?.T, p. M,416,0 5FA 0, - On% h A �ilW N, ­1 0 T -1 7 t 2� w XXF, wow, v vj- V7 16" wo T W z F mj M1.1 Ir . fj MAW _#%M, IM M1, c *M,, Y -C 4; M11 -A- , , . �1, i or, VP .4. S .,74. wg, gjx M"f: M RE " 01,11,06r, M Ag;41'� sn,7 Qv,%, A "A'A 10", ti :c A V4 V X Al, p .4, 7. X �MXPI E (00 0) y C'4 E2 co.0 fee Q) r ow _j 0 u- (n co @) (b 0 co 0 _j 0 co ;Fc . : C) z Q� z yj 2 tR _ to cr) FIR c%j 0 Z: LU C) D U_ cn C%4 u Uj >04 (No cr) z < ZN LU F_ ry Ld LLj Ld z cy- D < V) rJNFFR CFRTIn [I JOSPH W. SCHUIXE FL REG. NO. 4700 [IJODAH B. BITTLE FL REG. NO. 57396 [3WWAM P. STODDARD F1_ REG. NO. 57605 na DAM SHEET AERIAL PROJECT NO. 07-018 iZI 'FAi W