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Home My WebLink AboutItem III(B) Approval and Authorization for Mayor and City Clerk to Execute Extension of Final Subdivision Plan for the Oaks at Starke Lake ENDA 8-16-94 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" IAGGEN III B h •CO@@ ° CITY OF OCOEE RUSH ON Q PAUL W.FOSTER 150 N.LAKESHORE DRIVE C.• 0 OCOEE FLORIDA 34761-2258 VERN COMBS (407)656-2322 JIM GLEASON rf4 N`A Cf G00 CITY MANAGER ELLIS SHAPIRO SRP-444 STAFF REPORT DATE: August 10 , 1994 TO: The Honorable Mayor and Board of Cit Commissioners FROM: Russ Wagner, Director of Planning rp'/,J SUBJ : The Oaks At Starke Lake (Starke Lake Oaks) Extension of Final Subdivision Plans ISSUE: Should the Honorable Mayor and Board of City Commissioners approve a one-year extension on the Final Subdivision Plans for The Oaks At Starke Lake? BACKGROUND : The Oaks At Starke Lake is a 107 lot single family subdivision adjoining the southeast shore of Starke Lake located north of White Road, west of Montgomery Road extended. The owner of this project had Final Subdivision Plans approved on January 2 , 1991 . These Plans were subsequently approved for extension until January 2 , 1993 . Prior to expiration of that approval , a Pre-Construction Conference was conducted on December 1 , 1992 ; however, no work has commenced on the project to date . DISCUSSION : The owner of the project has requested an additional one-year extension of the Final Subdivision Plans (see attached letter) in order to permit sale of the project to a new developer. This extension will allow the new developer to update all necessary permits and begin construction within the one-year period after conducting a new Pre-Construction Conference . In order to ensure that the plans meet current City Land Development Code Standards , the Development Review Committee is conducting an administrative review of the plans to check for any substantial deficiencies prior to permitting development to occur . STAFF RECOMMENDATION : Staff recommends that the Honorable Mayor and Board of City Commissioners grant a one-year extension of the Final Subdivision Plan of The Oaks At Starke Lake ( Starke Lake Oaks) until August 15 , 1995 , subject to DRC administrative review of the plans to ensure substantial compliance with current City Land Development Code Regulations . RW/emk Attachment �q� o C_ ME AUG 0 2 1994 CITY OF OCOEE Robert L. Ferdinand 2001 Mercy Drive Orlando, Fl 32808 August 2, 1994 Mr. Ellis Shapiro Ocoee City Manager City of Ocoee 150 N. Lakeshore Dr. Ocoee, Fl 34761 Dear Ellis: On January 1 , 1991 our Residential development, The Oaks at Starke Lake, was given final engineering approval by the Ocoee City Commission. We had an extension of approvals on December 30, 1991 and at a pre-construction conference on December 1 , 1992 we had additional approval to proceed with development. Since that time the owners of The Oaks development, due to extraordinary circumstances, have been delayed in their ability to proceed with building and development. At the present time we are completing a sale of our project and respectfully request a year ' s extension for our present approvals for our final subdivision plan for The Oaks at Starke Lake. j:S ' erel , Aggillill4 Rob rt L. Ferdinand � UK CITY oc E Qi °00 zwTE°Po � CR SILVER STAR ROAD / �-r-A r-,,+ ir- �r + A + r- + fi }- L_i WH/ TE C:: = MONTGOMERY \ AVE. � STAT ROAD 50 11 Q OAK S TREE T (COLONIAL DRI VE) r OWNER / DE VEL OPER RO T TL UND HOMES OF FLORIDA, INC. 17595 S TAMIAMI TRAIL SUI TE 106 FT. MYERS, FLORIDA 32908 PHONE.- (813) 590-0220 ENWRONMENTAL CONSULTANT MORGAN ENVIRONMENTAL CONSULTING INC. 1353 S. BLUE LAKE A VENUE DELANO, FLORIDA 32724 PHONE. • (904) 738— 0633 CIVIL DESIGN GROW wc. ENGINEERS o SURVEYORS • PLANNERS .ENGINEERZ R Y R THE CIVIL DESIGN GROUP, INC. 401 SOUTH ROSALIND AVENUE, SUI TE 200 ORLANDO, FLORIDA 32801 PHONE.- (407) 84J-4140 PROJECT NUMBER: 90-18 DATE: OCTOBER, 1990 SHEET NUMBER- 1 OF —18 -u kI AGENDA 8-16-94 Item III B o .yry, Q Q OAK S TREE T (COLONIAL DRI VE) r OWNER / DE VEL OPER RO T TL UND HOMES OF FLORIDA, INC. 17595 S TAMIAMI TRAIL SUI TE 106 FT. MYERS, FLORIDA 32908 PHONE.- (813) 590-0220 ENWRONMENTAL CONSULTANT MORGAN ENVIRONMENTAL CONSULTING INC. 1353 S. BLUE LAKE A VENUE DELANO, FLORIDA 32724 PHONE. • (904) 738— 0633 CIVIL DESIGN GROW wc. ENGINEERS o SURVEYORS • PLANNERS .ENGINEERZ R Y R THE CIVIL DESIGN GROUP, INC. 401 SOUTH ROSALIND AVENUE, SUI TE 200 ORLANDO, FLORIDA 32801 PHONE.- (407) 84J-4140 PROJECT NUMBER: 90-18 DATE: OCTOBER, 1990 SHEET NUMBER- 1 OF —18 -u kI AGENDA 8-16-94 Item III B I m J GENERAL NOTES: � �. .. � \\ ` � 6�/E r T TAP --T• �. 1- - `�/�� I SITE DATA o 2D t4ro.6xIST. I PROCEDURE WITH THE ..SAME INDEPENDENT "TESTING 22... WATER MAINS SHALL .BE LOCATED AT LEAST 10' FEET:, RIZONTALLY FROM PIPE � � ( � W L COMMON AREAS 14. ALL EXCAVATING, GRADING, FORM 'WORK, JOINT CONSTRUCTION, FINISHING, MONITOR THE CONSTRUCTIONPROC T .. ( ) HO.. , / f / J 1. A f1OMF.l1NNBIt5 ASSOCIATION WILT. BE ESTABLISHED TO MAINTAIN AL C D DESIGN MIX AND PEBFORH THE. FOLLOWING CARRYING RAW WASTEWATER'. .WHEN LOCAL CONDITIONS PREVENT HORIZONTAL ( ` 8 PSC W.tvt. W W Lt2 Y BACKFILLING, AND COMPACTION FOR SIDEWALK AND DRIVEWAY CONSTRUCTION SHALL.'. LABORATORY THAT PREPARED THE APPROVE _. I H ZO 2 Qi W W LANDSCAPING AREAS, ROADWAY MEDIANS AND .MITIGATION AREAS. - D DURING PLACEMENT. :DETERMINE CEMENT CONTENT MOISTURE CONTENT, SEPARATION OF. TEN 069 FEET A. WATER MAIN MAY'. BE LAID CLOSER TO PIPE �XI'rT, 44 i �/// 1. OWNER/DEVELOPER STARKE LAKE JOINT VENTURE U BE DONE IN ACCORDANCE'WIN SECTION CON U THE (LATE T. STANDAR TESTS iN . , 3 , S �� 4� f `�'� �•////�\ 2001 MERCY DRIVE = A A W SPECT Ft ATTOHS FOR AND - BRIDGE CONSTRUCTION (LATEST EDITION). "INPIJICE" DENSITY AND THICKNESS (NAXIMtRt:SPACING OF-TEST HOLES 300FEE7). CARRYING RAW 'WASTEWATER ':PROYItIED THAT THE BOTTOM OF THE WATER MAIN IS'AT ( O �{/hI //f / / 2. ALL STORMWATEA DETENTION AREAS (TRACT A,B,G,) SMALLBEOWNED AND MAINTAINED ¢ \ \ / Y BE 0 THE OPEN TYPE OR MAY HE SAWED 'AND SHALL BE NOTIFY THE OWNER IMMEDIATELY OF ANY DEVIATION FROM THE bEsICN MIX.. LEAST E[CIITEEN".(18") INCHES ABOVE THE TOP OF THE SEWER PIPE AND THE WATER . \ I SUITE 104 ` U BY THE HOMEOWNERS ASSOCIATION WITH A.DRAINAGE EASEMENT DEDICATED TO THE CONSTRUCTION JOINTS MA , t 44 NO MORE THAN 10 FEET APART. FORM EXPANSION JOINTS BETWEEN SIDEWALK AND,, MAIN:IS LAID IN A SEPARATE TRENCH.` WATER MAINS SHALL BE ABOVE' SEWER P ` D' QIG • A CITY OF OCOEE. LAKE ACCESS/BOAT DOCK RIGHTS `SHALL BE DEDICATED TO LOTS / ORLANDO -8 32819 .. •. UTTING` RIGID SURFACES. ALL CONCRETE USED FOR SIDEWALC-AND'CONCRETE PERFORM A LABORATORY DENSITY TEST AND PREPARE`TWO -4 INCH DIAMETER BY 4.6 ':: WHENEVER THEY .CROSS: A VERTICAL SEPARATION OF AT LEAST- EIGHTEEN (18") .AND 45 FROM TRACT A AS SHOWN. - - DRIVEWAY CONSTRUCTION SMALL BEAMINIMO,XOF 25.00PSI ACCORDING 70FD.O.T. :INCH HICfi-COMPRESSION TEST CYLINDERS 'FOR EACH-300 FEET OF ROADWAY MOIST INCHES SHALL HE MAINTAINED BET7EPJ7-Tf1ETOP DF.THE;SEWER.AND :TTie 807TOII OF 19 \ \• � � � � _j_ � • • - (407) 290-8737 � f CURE BY 7 DAYS AND.TEST,FOR-.COMPRESSIVE STRENGTH. MINIMUM ACCEPTANCE ' T118 WATER MAIN. WHEN CONSTRUCTION CONDITIONS PREVENT A'VRRTICAL SEPARATION " / \ � Z� --+� • � 3. EAS FRONT 10 FT. OF AI.t. LATS SiMLt. BE DEDICATED AS A fITILITY/PEDESTRIAN SPECIFICATIONS FOR CULTS I CONCRETE.- - - •- STANDARDS ARE AS FOLLOWS: -: OF EIGHTEEN (1,8") 1NCHES.i.THE SEWER PIPE SHALL BE CONSTRUCTED OF DUCTILE \ B. PVG WM � 78,Rc --�--- ___---� //�Q N m EASEMENT. PLANS HAVE BEEN IRON PIPE WITH MECHANICAL JOINTS. THE DUCTILE IRON PIPE SHALL BE EIGHTEEN / \ P h � • ' : 1S. THE LOCATION OF ALL EXISTING UTILITIES Sf10WN ON 711E \ / RAE IN LOGO FT.-I/4 INCH.VARIATION : (18',} FEET AND AT THE POINT: or cRos3INC. I / s' • \ '• 2. ENGINEERS SURVEYORS THE CIVIL DESIGN GROUP, INC. 8 -.i ,_.L W T ALSO CONTAIN A 10 FT.. LANDSCAPE EASEMENT ADJACENT TO DETERMINED .FROM. THE BEST INFORMATION NEER ASS; ,.AND ARE GIVEN FOR: THE 7fIICKNFSS. AVERAGE , / ` / 4. MONTGOMERY AVENUE 0 CONVENIENCE THE CONTRACTOR. THE ENGINEER FOR MAXIMUM VARIATION IN ONE HOLE-1/2 INCH � `' • w THE RICHT-OF-WAY. (IRIS 1 - 8, 60 72, 79 81) CO .. - - � 1 \ Q ti• $� � sz \ G \ ENGINEERS/ 401 S. ROSALIND AVENUE � J � C Q' � 2]. SEWER MAINS OVER OR UNDER' STORM DRAINS WITH LESS THAN EIGHTEEN Q ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE / r -- UTILITIES AND TO HAKE COMPRESSIVE STRENGTH: 300 PSI IN 7 DAYS ':. (18") INCHES,CLEARANCE:SHALL HAVE ONE LENGTH OF EIGHTEEN -(18') FOOT DUCTILE I -T -~�• SUITE 200 .a� pL -' w 5. 711ER6 SLIALL. BE A MINIMUM S FT. UTILITY EASEMENT ALONG ALL AND REAR' THECONTRACTOR's RESPONSIBILITY TO NOTIFY THE VARIOUS - _ LAT LINES. - THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE (MOLDED LABORATORY SPECIMENS)- IRON PIPE CENTERED AT THE POINT OF CROSSING.. � � � / � Ci ; C\ �- \ \• ORLANDO, FLORIDA 32801-3525 .OWNER OF THE UTILITY• THE CONTRACTOR SHALL EXERCISE CAUTION WHEN. GROSSING 3i0 PSI IN 14 DAYS \ / I-7 u� �1 I � �' i .. - - ND UTILITY WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY - :430 PSI IN 28 DAYS 24. CONTRACTOR SHALL`,FURNISH.OHNER WITH AN ACCURATE RECORD DRAWING SNOWING AS � � 1 �y � , •\ (407) 843-4140 V 6. AL1. FEDERAL, STATE AND LOCAL PERMITS SHALL RE OBTAINED PRIOR TO CITY OF AN UNDERGROUND CONSTRUCTED HORIZONTAL AND'VERTICAL DIHENSIONINC OP'I'NE WORK. THISDRAWING Q r OCOEE F'INAt. Pt.A17 APPROVAL. - COMPANY. ALL UTILITIES. WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION / 2� I l • 1^ -I 2 • \ SHALL BE RELOCATED AT THE EXPENSE OF THE OWNER. ANY DELAY OR INCONVENIENCE -SEND TWO COPIES OF ALL"PIELD AND LABORATORY TEST RESULTS TO THE :OWNER SHALL BE DORE ON MYLAR BASE SHEETS WHICH. WILL BE FURNISHED BY THE OWNER. (� • • • • �, tet'- 1 ?' -(� 1 ( �\ �S IC) - ? TOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE WITHIN 10 DAYS OF COMPLETION OF SAID TESTS.. INCLUDE THE COST OF MIX DESIGN MYLARS :WILL BE PROVIDED AT THE COMPLETION OF THE PROJECT. THE RECORD � � • • • ( I � '� � ( •\ � \ 3. ZONING _ R1AA & R1 AAA LAKEFRONT LOTS 7. A 10. FT. DRAINAGE EASEMENT SHALL BE DEDICATED TO THE HOMEOWNERS ASSOCIATION CAUSED 711fi.CONTRAC , REAR YARD RETENTION OR DETENTION SHALE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE. ALLOWED. AND TESTING IN THE OMIT PRICE BID FOR TIIE SOIL-CEMENT BASE. DRAWING SHALL BECERTIFI ED,BY'THE CONTRACTOR AS CORRECT. ALL INFORMATION -OI '/ • • • • , @ i y!y J \ ` Q O. (� ((') VACATED OVER TIIOSH�AREAS WHERE A A WHICH IS UNCHANGED OR CURRENT SHALL BE NOTED BY UNDERSCORING. ALL REVISED "� D • I '• • S Vt \. • Q Q N W IS SPECIFIED. TOR NOTIFY' 19. STABILIZED AREAS SHALL BE CONSTRUCTED ACCORDING: TO SECTION 160 OF THE ' INFORMATION SHALL BE CROSSED THROUGH AND',NEW DATA ADDED. � �� ) • ( ♦ I 31� • �+ \ • 4. MINIMUM LOT AREA : 9,000 $. F. 10,000 58. FT. LAKEFRONT LOTS � d J CHAPTER 17-153 OF .THE FLORIDAFLOIDA:STATUTES. REQUIRES THAT AN EXCA A P.D.O.T. STANDARD SPECIFICATIONS .FOR ROAD AND BRIDGE CONSTRUCTION (LATEST }• • �- - • 1 "1 • • 1 - 'Q OF N.U.T. C.D. F. D.O.T.-ANO CITY" .ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. _ 8. ALL SIGNS SHALL MEET THE REQUIREMENTSJr �• _- �� • • MINIMUM LOT WIDTH 75 FT. OF OCOEE STANDARDS. DRAWINGS SHOW, ONLY THE Y SAFE PROPER OF GAS MAINS AND DO NOTSHOW:EDITION). DENSITY aND.BEAAINC VALUE ORE T AN 24 BE MADE BY IEA PAVING. y5: THE SHALLM MEET OR SHALL Be BUILDING CD POR APPROVAL BY THE CITY OF DINGS. r-- MINIMUM LOT DEPTH 100 FT. O 00A? cs1j ��SERVICE LINES. THE ONLYY-SAFE AND PROPER WAY-.1T) (AGATE EITUER MAINS OR TESTING LABORATORY AT INTERVALS NOT .MORE THAN 2400.SQ..I?T'. IN AREA PAYING. AND SHALL MEET OR EXCEED THE BUILDING CODE .REQUIREMENTS FOR WIND LOADINGS. • :REPORTS OF THESE DENSITY TESTS SHALL BE PROVIDED TO THE OWNER .FOR APPROVAL. -t---- - • -' O 7 p �" Q ,y) 9. ALL CUL-DF.-SACS SIIAI.[. MEET ORDINANCE 8'15. SERVICE LINES IS BY ON-SITE -INSPECTION BY CAS COMPANY PERSONNEL. - - - 26. A LANDSCAPE PLAN, DESIGNED IN ACCORDANCE WITH OCOEE'S- LANDSCAPE ORDINANCE • ^ `'� • M. �- 0 F••"' D THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY TWO (2) 6 • • • • 4B"RCP � , �-' 5. LOT SETBACKS lL ao ew 10. ALL UTILITY INSTALLATION AND MATERIAL SHALL 6E IN ACCORDANCE WITH ORANGE 90-11, SMALL 8E SUBMITTED FOR APPROVAL TO: THE CITY• OF. OCOEE FOR 'THE. • ��`JJJ _ • • • • 10. THE. JOINT'S OF ALL STORM SEWERS RUNNING BETWEEN LOTS SHALL BE WRAPPED WITH WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA .COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN LANDSCAPED AREAS AND MEDIANS AND .FOR THE TREE PLANTING SPECIFICATIONS FOR -too . .. •y FRONT 25 FT. a- FILTER FABRIC. ION AND GRADING SHALL BE GONE 'IN CONSTRUCTION. PVC GRAVITY SEWER PIPE SHALL BE SDR-35 AND BEAR THE NSPIDW THE. TREES ALONG MONTGOMERY. FROM WHITE ROAD TO LAKE AMD DRIVE:: ALL TREE • 73- REAR : 30 FT. } 16. ALL EXCAVATION, .BACKFILL, .COMPACT - • G OtJ tJ EGT t LITE f'L - W SEAL. ,POLYETHYLENE TUBLNC SHALL CONFORM TO SPECIFICATIONS IN AWWA C800 CUTTING SHALL .ITE COORDINATTNC THE CITY OF OCOEe'8 STAFF POlt11EST'ER. • od li. CONTRACTOR SHALL STOCKPILE EXCESS MATERIAL ON-SITE AS DIRECTED BY OWNER. ACCORDANCE WITH SECTION 32 OF THE ORANGE COUNTY MANUAL OF STANDARDS ,AMD D AWWA C901. ALL PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA • FROM THE SITE AND DISPOSED OF AT A SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION. ' ONE COMPACTION 1ST. 5.5. tv1.N . • 1ST SIDE 7.5 FT. W UNSUITABLE. MATERIAL SHALL BE REMOVEDR UIRLM FOR EACH 300 LINEAR OF PIPE AND FOR ' STANDARD C900, LATEST EDITION. ALL WATER AND SEWER'LINPS SHALL BE BURIED 27. SHOP DRAWINGS POLE TIRE LIFT.STATION SHALL BE-SUBMITTsb �TO THE CITY OP OCOEe I • • • • 2ND SIDE 7.5 FT. p O �+•' LOCATION SECURED BY THE CONTRACTOR. TEST LOCATION SHALL BE EQ EVERY 100 SQUARE FEET OF BACKFILL AAOlMD STRUCTURES AS A MINIMUM. IF ,A MINIMUM OF 3.0 .FEET BELOW FINISHED GRADE. AND APPROVED PRIOR TO STARTING. - • BARRIERS WHERE TRENCH EXCAVATION MEASURES LESS THAN300PERT, ONE TES;? MITIMU WILL BE 25, j�ME IL '.BUiLDEQ & 410M60WNER4 WtTN LOTS THAT CONTAIN REAR( •• • o/ • LAKE. 35 FT. FROM NORMAL HIGH a� N Z I z 12. CONTRACTOR SHALL CONSTRUCT SILT FENCES AND. TURBIDITY _..._ � WATER ELEV. 99.1 � � v � O APPLICABLE, TO PREVENT SOIL WASH-OUT INTO STARKE LAKE AND GRASSY POND UNTIL REQUIRED PER TRENCH. TEST RESULTS SHALL BE SUBMITTED TO .THE OWNER. 21. NO WATER IS TO BE FURNISHED TItAOUCH A MAIN' 1'OA .ANY PURPOSE PRIOR TO O • �+' "+ RETENT(C)N PRESSURE TESTING, DISINFECTING, FLUSHING AND SATISFACTORY BACTERIOLOGICAL /^q\ YARD DRA{NA6E SWALES & EASEMENTS, SMALL SUBMIT PLANS fO �\ -'3C�p A W +L" Z ALL EARTHWORK AND STABILIZATION HAS BEEN COMPLETED. SEE DETAIL 11 OF LB.. 17; ..ASPHALT SHALL BE CONSTRUCTED ACCORDING TO SECTION 300, SECTION 331,: AND TESTING AND CLEARANCE FOR SERVICE BY THE FLORIDA DEPARTMENT DF; Q SIDE .FENCE OR OTHER REARYARD CONSTRUCTION TOTIIEWOMEOWNER 0.};i?lPL4 r1VOR _ E v,• 6. MAXIMUM BUILDING HEIGHT: 35 FT. rJ7 w Q Ld 13. REINFORCED CONCRETE PIPE CONSTRUCTION AN MATERIAL SMALL BE IN ACCORDANCE' SECTION 333 OF THE F. D.O. T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ENVIRONMENTAL AECUTATION. ASSOC. FOR APPROVAL PRIOR TO CONSTRUCTION TO ?REVERTOBSTRUC ' \ • \� p8 2B. P�•.S' , 4 •• WITH P.D.O.T. STANDARD SPECIFICATIONS OR ROAD AND BRIDGE CONSTRUCTION CONSTILUCT[ON: (LATEST EDITION). THE THICKNESS OF THE PAVEMENT SHALL BE` OF P'ERMiTTED DRAINAGE SWALES.1•tOMEOWNER STILL.RESPONSIB Td ��•..� _ •. 1 Z Cg • T�iA B' \ 7. NUMBER OF UNITS 107 v O ,8 DETERMINED FROM cone BERING ECTIO By AN LONGER THAN 2 TESTING CORE LABORATORY! OBTAIN REQUIRED DE:RM175 INCLUDING CITY BLDG. PAF IiT. • SECTION 430 (LATEST EDITION). EACH CORE SHALL REPRESENT A SECTION NOT LANCER THAN 200 FEET. CORE BORING � �''II 20' ACCESS EASEA•1�NT • / � Q p V .21 � RESULTS SLIALL -BE TAKEN AND RESULTS SHALL BE PROVIDED TO THE OWNER. A �4� � PER P.B. 26, • 'y PGS 46 - 47 • • n� 7 8. GROSS ACREAGE 61.96 j Z Z W W 0 16. SOIL COURSE SHALL BE CONSTRUCTED ACCORDING TO SECTION 270 OF J THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE -CONSTRUCTION • • • Z THE OWNER FOR APPROVAL' \ STA4 E D • ---� , 9. DENSITY 1.73 UNITS/ACRE p ,� 0 0 (LATEST EDITION). THE CONTRACTOR SHALL SUBMIT TO p \ • ® . 0, c� W C2 Lu W A DESIGN MIX FOR TIRE SOIL HE PROPOSES TO USE IN SOIL CEMENT CONSTRUCTION S SB 55 44 E e� TV�13l1IT� I --` BY AN INDEPENDENT TESTING LABORATORY. 1 996.59 _ �A Qiz.I E2 • ♦' _ - '� `� (] t� ny i• • • 10. LAND USE SINGLE FAMILY RESIDENTIAL �•/' • \ r . 11. PROJECTED AVERAGE Q 10ly LItJI fT5 OF GO,J$T(tLIGTIOIJ , • / rs t W©• x+4.20' 60RE JACK Q 1328.39 ? V DAILY TRAFFIC 1070 VEHICLE TRIP ENDS BOAT R,4MP - - --12.Q Q Q ©a Q •TRAGI °A'� L BELS t • SCHOOL AGE POPULATION PERSONS/LOT TIMES 107 LOTS 2ET. POIJO�j�-a �I[ E WeTLAi O UTA ITS AA • q i0O = 70 STUDENTS SEE DETAIL c s MITI�a �E�....� Lin/I7TS OG GolJST(Lt1GTto1J LItJE O OtO2 LAKE . 91 CYPRESS �` a' „' SHEET 2 DF2 . • • ' 4FM • LIFT �\ 13. 100-YEAR FLOOD ELEV. 101.00 TQALT G' PLAN D @ TERS ..--� o �_ N .� Q RET. Poo �" �112A455Y 6 COVERED ' ETA O ( ZEA F WET`FAN \ r , ' `� + + �, o GIS AIZeA OF _ N �'W' qq'S -- \ + ►�� CAA>, 0 \� 14. MINIMUM FINISHED I WETLAtJD �AT12 ELE✓.-95.0 �� PaND� FISHING DOCK., 20" + TREE -P RKI •` G EATto ) �� _ E►111AiAW17@aiT /11 90 TR P¢ R � �' : 1 ` r 15. UTILITESR ELEV. 102.90 / GAZEBO p QLRACT /- GIA• � G2EAT � �,'` + • QST 11010 �� ELECTRIC -FLORIDA POWER CORPORATION Q� A \ � �• POST OFFICE BOX 27217 E i h • ORLANDO, FLORIDA 32867 a!O SEDT IOM IIA- NA11 �7EGTtOt�l 116 it -lie if G 1. ATEt7\� M�ATEiK Et,E�/.:�iO.q �,•• 19 + 99 �• - ' (407) 646-8357 I _-'/' GRASSY TELEPHONE UNITED W D 30 60 90 I20 (gQ p 30 !00 90 120 1$O Zi O 240 � � , ( LOLAn oIj OF 850 E. ALTAMONTE DRIVE Z I w G TELEPHONE COMPANY OF FLORIDA i O POND I� ALTAMONTE SPRINGS, FLORIDA 32701 OD in/ETL.ArID LINttT5(1.1NttT5 OF ��• ' 20 05 3 T`(PE III SILT FEtJGE � 407 $77- ` WMER ELEK - 90.9 ( ) 5345 ZE © 0 GOnIST2UGTtOtJ� AS FLAyCiEP � M i i.oGATIOn1 of 3" �� e. DY` MOIZ(RAW EIJ✓120. SdG • A►JO i, 8' �°� C '� • I JULY 11, 1990 100 WATER CITY OF OCOEE WATER DEPARTMENT I T�(PE ILL Corj rifZ►Aev e)-v S.j,2.,�./. aP.-• // �/ S24 ' V 150 N. LAKESHORE DRIVE � Z St LT FEtJGE 3d 0 r e N @ tl �% OCOEE, FLORIDA 32761 ,� +• 32 _ I• (407) 656-2322 O N.H.W. - 99.1 • TKAGT "GTL P s . • SANITARY SEWER CITY OF OCOEE WASTEWATER ° ° • �� 6 E �+L� " q� • S°' / 1800 -A.D. MIMS ROAD • p r • OCOEE, FLORIDA 32761 of [`1 Z N O I ' 1 / + rs� 8s+r r• �_. 4J 28. DAK O JL (407) 877-2205 O _J 50' BUILDING 8S' + • FIRE PROTECTION CITY OF OCOEE FIRE DFDkPTMENT L` SETBACK '_ 3i 2 STARKE LAKE (35'MIN. RECD) N O ICO N, FLORIDA AVENUE �>s • ° OCOEE, FLORIDA 32761 //� � � m I a 28 • PINE D /� TR -- 7R E 20' S� (4 07) 65 6-7 7 9 6 co � Z m � t� OF 4° . 4 Q c • 1 " OAK + EE 47 n 1O, + ^y a �� -�--TRI �, i(a. W IRRIGATION METERS ARE USED BACKROW PREVENTION DEVICES W WATER ELEV. = 98.0 a��, + - �p ,N�',(,0) �$ • ' \ 22' OAK TR S 3� y D19 �� , • + o' OAK 1R + G SOUTH WILL BE REQUiRER 0 0 is ' a�ULII 11�• �99® 0 l r: r W • PINE 18' DAK /6 i, CO :0 VILLAGE ��P 1y . • �'9 2% 26 a► + Q z.. �� :� 2°" °�^K 1REr + Is' o K _110- FF (OLYMPIA COVE) W 4050 S. F / / I 4 P 2 �- C' mss' 18' OAK LTE HOME CORPORATION Q I PKEA. OI= DKEV6k SILLSEN .3 q TR WCll11N JllKISDICTIONAL ARER 20' RIA SZD + J ° + s A)P --- N N 5---- w ( S ::.: •' GUbi TR onx s a R8s 11 ^o s �. 10 0 >R sazEao S2� N i!o' sTotzM WATER '-`:;' � ��, j� -.- -••-• --- 15 LOT 2 (VACATED) m � Q• BLOCK 8 TRACT TABLE 1 : �'.L PINE 20: E N. \ • • DETENTION SWALE n 1R O , �' 'r I I"IQR16• SVC. ✓ • N • Q `. • • • Q P.B. MAP S, OCOEE0- SEE SIIEEZ 1"I. jfflNF • + • • d'S' L+ �rsS1X / •�• I tp /�� :177EE %� • ..iti6' (ta • 68 V_ 1� -- -•-- v 2 Z A, PGS 100 - 101 • d 1R 21 • • • 2 8' NE O PI 1`LQJCs• SV O OAK 6 � - / ' IEE I t3 � • • • • • • • • '•' � 5' MIN. CEDAR FENCE TO BE �� ?�� USE OWNER MAINTENANCE ENTITY EASEMENTS QC + 01 D2 AD ` • • i;p CONSTRUCTED C3`f DEVELOPER M 4455 S.E: MITIGATION AREA i ,• OAK � �. � �8' .�-� zzo' � Z �0 E a. BALD CYPRESS TO BE - 18" PINE TR PiNE r „ S 7.9 is" 8s' Bs' 3 r C4 PLANTED@��-�' CENTERS ` g5 N TR� • 9d ../' ... +�. 1 7 47 3 m � + 20 /N ` -_ A DETENTION POND HOA HOA D.E. TO CITY, LAKE ACCESS (AQEA of WeTL.At`!D TR 3 � ti � W EWAAWCEMEW-0 s° 4 a 20' tto RIGHTS TO LOTS 44 b 45 + • a + s �p - 1 6 _ tv 4 N ` 3 ` B DETENTION POND HOA HOA D.E. TO CITY ,a 8a Oi1N 1R• N 18' 76' '�, H �$ 80 � �j � _ _ � ° I (y 6 + " 1971 YC o - I 5J S1 N C DETENTION POND HOA HOA D.E. TO CITY-U.E. OVER PORTION OAKo Z ONTGOMERYs A z D I EE 0 + 96 95 15 - r�o' _ 8S' ss o i i i" IRRIG. VC. I SEAT ACCESS/ OAK, } 76 AK I E� ��2 �- s� "7 RAMP 6 'DOCK ;HOA HOA U.E. TO CITY 91.0 5 S O Z 2O ¢0' R� E LIFT STATION SITE CITY OF OCOEE CITY OF OCOEE N/A Q VACATED LAifE MAT _ o 18' PER O.R. BOOK 102 PGS 302 _304 F LANDSCAPE AREA HOA HOA UTILITY 6 PEDESTRIAN EASEMENT TREES "E. Ih O G PARK HOA HOA IO' U.E. ALONG STREET J a / �� • iia 5 WN 40' EES SII ,/� , i PROP05EG 3 �Ot312 D 4IeAD V- • , _ 0 3.�• , 120 � 6 W'MV� 12EFLECrolZS PELz 2 E 6 a. (C n, 5iO GS 6 Y� �• ry h ` F. D. O.T. 1 of v6X 4.1734•q TRACT „ �„ REAR LOT SWALE DETENTION/ MITIGATION PLAN ' 125 /6 LOT 3 VACA REC4{AR6E AREA SEE 5NL{T. 20, ��. 9°� �_ 3 10 W �� N •, 0 • H� W BLOCK 8 1. Area of Encroachment (rear of Lots 30-32) 4,050 SF x/0.8 - �� T8' No VW f m .�� ' >' Di� , , • •' N • ; /�� ` 8 \ o O Z� P.B. MAP OF OCOEE00101 2• Mitigation Ratio (Creation & Enhancement) 3.35:1 •• ° i � V •. ��;yyy 12`5 3. Proposed Area of Mitigation 13 555 SF W 7 • ' + (+ RAINAGE / o` 134' • as' s' • /3s' �� , P g , 8 e as' sa o� _ FIVE FO T (5) BR►CK ' WALL Y Q TION / 0 1 96 g sS • • • • y 3 4. Type of Mitigation - Planting 6 FT. to 8 FT. Bald Cypress. • 0 b.� h 5. Total Number of Trees Required - 161 EA. I" IRRtG. SV . • 0 oh. 76 \ W 6. Proposed Areas of Mitigation: W o • Q a O z8 � .. 3 N M" v r 0 9 g t v S � 11 w q4 93 ( ; DI V` / / ��' D 91 • '� :. , t 5, . t ol o 125 A. WETLAND ENHANCEMENT 14.450 SF) r CiTRU CIRC POINT CO i.. r ! w� / /2 j - 2, • &S` 70` et It-d3 (MEADOW 83� 31 RI. 5�U � Q � x •. _ _ Below Tract A - Plant 70 EA. Cypress Trees between r ' 'I 7 toe of slope of Pond A and Starke Lake @ 8 FT, O.C. �� ' • - 9S - rylr ( LOT 4 B . WETLAND CREATION (9,100 SF) 94 110 �� 4 6 1" ti mar s es �. - - 85 , g 8 BLOCK 8 ao' • S •• o% D MAP OF OCOEE Below Tract C - Plant 91 EA. Cypress Trees between S1fo 511 ,47 D12 s D13 o R D a�1� � N 0 P.B. A, PGS 100 - 101 toe of slope of Pond C and Grassy Pond @ 10 FT. O.C. h I, '' ^^ ' ' �o • • • • • • _ c a _ - _ ti 60 6 • -- 7. Additional Mitigation Provided: v,. / n N - •• 5 � g 95 %- ° N ) N h.... 2.0•.. 9 12 130 I$ 2t-t �: . tr �� 1 5 v 120 - 52 �v -- • • • • -- • • • • . • - _ • 130 - © Includes removal of upland invader species (Wild Grape) along shoreline Q / J8' O _ E _ ia°' Bs' _ -mss_ _ es'.S 8 •58�SB~ E s' ' ra ' _ _ and the planting of some of the Royal Fern removed from the encroachment o TREE f5' - -$5' 9 _ s,- area between the Cypress Tree plantings. LOO f0/ 1334.58' ' v 125 STANi7ARD FT)DT 3'VR1L�Y GUTTER 8. Survival Rate as specified by St. John's River Water Management District W J 0 LAKE Sf1aRE A¢OENS REAK LDT SW(AI-E D TEMTi 8s ' EXIST. 3D'KQI4T OG-WRY 29 28 27 265 25 C to be J- r guaranteed by H.O.A. who will be the Entity responsible for the tlt J4 35 Pr25TAt7171 Ion! RECHAT-&E ARI;R(T TO BE VACATEI7 96 /�� S _ _ _ 1 L0A7CA PLACE OAK STREET maintenance of these areas . O - - - I:.-SSG N D -LQS- \ _ SHORE G DENS 32 31 30 PHASE I C9 LAKE SHORE 97 GARDENS EXISTING PROPOSED DESCRIPTION 147 SECOND ADDITION 145 144 I ' .B. 25, PG. log EROSION CONTROL PLAN;.._ O P B 2, PG. 134 1 P.B 5 PG 10� % T MIN. CEDAR FENCE TO BE CONSTRUCTED I I ©NC. LEGAL DESCRIPTION- CONE. Construct silt barrier below environmental Swale along shoreline prior to (L BY DEVELOPERQ sl°ElrArx GROUND CONTOUR 2 Ex.PN�...-` ;•;.;••• EXIST. any construction. To be removed after stand of grass has been established. O THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, CNC. OAI ;. - •~•• "• CONC. (:URB ": - - - • •.. �•�:. � LOT 1 SINUS LEGEND - - - - - .:::::.::: 2. Construction of detention SECTION 17, TOWNSHIP 22 SOUTH, RANGE 28 EAST; _� rD ex. 1211 11 r, wen-,- :; .: BLOCK 7 ponds first to provide settlement basins to \ AND LOT 5, BLOCK 8, TOWN OF OCOEE, AS PER PLAT - �- STORM STRUCTURE rY RCP GHNWAI.� ST��T :• ![AP OF OCOEE collect any runoff, IN PLAT BOOK A PAGE 100 OF s�rrtBOL ASPJ P.B. A, PGs Loo 101 DESCRIPTION. ASPHALT V - THEREOF RECORDED ' - - ---ROAD--- �� 3• Provide control structure with skimmerbeforeoutfall pipe is installed. THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, SANITARY STRUCTURE EX +z„Pvc w1A TIE PQDGDSEI 1�2 P.d.G. Construct staked turbidity barrier at outfall. PROJECT NUMBER LOCATED IN SECTION 17, TOWNSHIP 22 SOUTH, }gyp, HIGH POINT OF PROPOSED GRADE 6 CANDLER APOPKA FINE SAND s ExTENSLDN Ta ExIST. t2 W.M. GE 28 EAST AND VACATED CALIFORNIA AVENUE GRADE BREAK RAN RETENTION AREA �, E �CTEt•JS 10tJ _, 4. Sod pond when slopes are completed, 90-18 ' WEST OF SAID LOT 5, BLOCK 8. • : �--Ss=� WATER MAIN y/FIRE 1�riixANT '� 5. .Seed and Mulch environmental Swale when completed. DATE: ASSEMBLY AND GATE VALVE 4 POMELtA FINE SAND - >\1ov. 1990 `� "'• SURFACE FLOW DIRECTION 6. Seed and Mulch all other areas disturbed by construction. ) THE ABOVE LEGAL DESCRIPTION WAS PROVIDED BY -. _ T Ess 43' TOM WEST -? EXk TING . A.: •,_ :, • SEFFNER FINE SAND _ SCALE: THE CLIENT PER PLAT OF SURVEY FOR �, . ,- �..., 7. Construct staked Turbidity Barrier >II lake as; Shown prior to construction 43 SOIL TYP of Boat Ram an - ' ' P , • INC., BY HENRICH, TROTTER, CARTER, AVERS, � w -f Ramp d Dock. To be removed upon completion of construction after � 1 � •� • �• _ 4 ! TAVARES MILLHOPFER FINE SAND suspended, solids have settled. 1 = 100 INC., DATED 3/11/80. SOIL BOUNDARY ll DRAINAGE TRACT BOUNDARY CONTAINING; 61.96 ACRES MORE OR LESS. ENVIRDNMWTPJ...UN SHEET 18 2 OF M %d TOE, CIVIL DESIGN GRC ENGINEERS - PLANNERS SUR ORLANDO- FLORIDA 0 Y#11.1qZ*9WAll 11111111C442 IFA W� A Al-_ AM1C54V I n .� �e��■�■�r�■■�■■�.�i,�®epi■ =ti �`'�'i� k e�a��r�zu�a►�o■[��uia��.�Q.»aM��n:��s�t; iRass■nlr�'■��®®� E ENGINEERS GIV1 L ARL`Amnn- DESIGN PLANNERS FLARIna GROUP - SURVEYOF - ■ �1 WA 0L7 :#.'W!r m+'il r!!: A N llmf lm 11mombil 11�0�ml �tj r E CIVIL DESIGN GROUP IN ENGINEERS --PLANNERS - SURVEYORS nRLAmnn- B:LnR i nA oyAl 11#011,1111WAll IIIIIIIIIN11 FAI I a i YImac � naz� —, ---- ir _,Mqf�AMM IL 0 DF=blCiN CxHk MRS. nRLANDn- - PLANNERS FLORIDA - SUF MOZ A -T: CTA WICW I h 'LAN AND FKOFII k. 50+00 TO, STA i=64 ■an !n4 IL DESIGN GROUP INC®1 l Ht UAKS Al 5-IAKKE LP ON ®NNF'RC . CllRulwv" i 3RLON130_ FLOIa 0 I Toia' you Ie •e I ►,,,;,,Z� e i 1 L' ®ES' M GROUP 1 4 iRS - PLANNERS - SURVE ■ ®RS ARLAmnn- FLeRinA -., 05CAl rnM"MlWWF CMiWFT G I N. 0 EXIST. 10' UTILITY EASEMENT —5' BOTH SIDES EXIST. M.N. N. RIM EL. 104.(0(o �a EXIST. EDGE OF I PAVEMENT , 1O PROP. 0" W.M. EXIST. 8" W.M.O WET TAP EXIST. S" W.M. W/S" \ TAPPING SLEEVE & VALVE p EXIST. I -STORY CONC. BLOCK RESIDENCE & CONC. PADS 13 IBL.F 4" D.I.P.A EX 15T IS" R.C.P I \� INV. EL. 99.93 I � I -EXIST. M.H. N. RIM EL.= 114.21 INV. EL. 10011 20 UT/L /TY EASE/1'IENT \opA1 \•qq gp, (PROPOSEO� l� I•\0� IS L.F 4" D I.P. 1 PIP" 0 \433iD x � 1 a �0 x 99-3 •0032 `p213� I •q �� •g�21 K •9 •9q 1\ 20' EXISTING ACCESS ESMT. PER P.6. 2(o PGS. 0-41 & 20' PROP. UTILITY EASEMENT p SEE SWEET S N. PROPERTY L 1 NE "THE OAKS" FOR CONTINUATION it-ZI -`u DATE . r I \ , I ' I \ I o'`' � .° •° EXIST. 8" D. l . P I PROPP, 4" P.V.C. F.M. -� I I �°' \^ "ice •`O EXIST. LIFT I EX/ST. CORE DR/LL SAN, A.H. STATION , 20' !/TIL /7Y CONNECT i ',g m. @ EL. 96: 70 (PROPOSED) N. QIM EL. 105.44 I INV. EL. 94.80 N Lo II NOTE: DEVELOPER TO 5UPPLY CITY OF OCOEE WIT" 2 NEW IMPELLERS 'FOR. THE EXISTING DAVIS EMU 20 N.P. C MODEL 4'-FA102) LIFT STATION PUMPS. THE IMPELLERS 5NALL BE 511E NUMBER 30(o. N: 90180S50.DWG 20 \ GOtJST Q U GT 2' NI IA" I (-UV-e7 2211 (ZTA SRL')"{ 7R d DIRECTION a L1 S 28'37'24" W )(9. 'b(s 06.93 co NIEPI tJ GVQ6 ,� Troct C Re ten tion Pond AW l �-j� GonISTQJGT 12" Qle;Do1J GJ2e7 78 17 G 0 t 15'17 2 U GT STA. 38+69.75 2' MIAw1l GU2b -�- -- 76 - PROFILE GRADE STA. 40+66.09, 0.12' RT. FROM _LINE Z BASELINE OF CONSTRUC ON Z1�16 ,`� OA U6 I 111.69 \ LINE DIRECTION DISTANCE L1 S 28'37'24" W 40.54' L2 N 7955'11" W 43.56' L3 N 62'01'04" W 19.93' L4 S 27'58'56" W 12.15' L5 S 17'43'48" W 18.69' L6 N 17'43'48" E 19.56' L7 S 28'37'24" W 38.24' L8 N 7955'11" W 15.97' L9 N 62'01'04" W 13.66' L10 N 62'01'04" W 34.57' L11 S 70'02'39" E 73.67' L12 S 57'26'36" E 76.50' L13 N 28'37'24" E 120.46' L14 S 65'44'22" E 76.36' L15 N 57-17'16- W 61.13' L76 N 6250'51" W 44.87' 97 CITRUS GROVE__ 99� 910000, CURVE TABLE D 75 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA Cl 75.00' 43.86' 22.58' 43.24' S 44'44'11" W 33'30'32" C2 75.00' 50.51' 26.26' 49.56' S 80'47'08" W 3835'22" C3 75.00' 10.85' 5.44' 10.84' N 75'46'25" W 08'17'32" C4 75.00' 12.58' 6.30' 12.56' N 66'49'22" W 09'36'35" C5 21.33' 62.96' 223.73' 42.47' N 66'49'24" W 169'06'24" C6 5.00' 14.15' 31.74' 9.88' S 19'01'52" W 162'05'53" C7 7.33' 23.04' 41.13' 14.67' N 27'58'56" E 180100'00" C8 30.00 39.36' 23.09' 36.60' S 19'51'24" E 75'10'24" C9 45.33' 133.80' 475.44' 90.26' N 66'49'24" W 169'06'24" C10 63.00' 98.96' 63.00' 89.10' S 72'58'56" W 90100'00" C11 10.00' 21.49' 18.46' 17.59' S 32'56'05" E 123'06'58" C12 87.00' 19.86' 9.98' 19.82' N 87'57'05" W 13'04'57" C13 20.00' 28.23' 17.04' 25.94' N 58'09'35" E 80'51'35" C14 400.00' 59.00' 29.56' 58.95' 1 N 61'30'49" W 08'27'06" C15 25.00' 34.54' 20.67' 31.86' N 17'42'16" W 7910-01- C16 45.33' 1 222.80' -36.97' 57.30' N 61'04'47" E 281'35'57" C17 25.00' 1 7.36' 3.71' 7.34' 1 S 71'17'01" E I16'52'21 95'28'07" m CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C18 30.00' 29.38' 15.99' 28.22' N 78'28'48" W 56'06'55" C19 45.33' 231.22' -30.45' 50.55' N 16'32'15" W 29213'50" C20 30.00' 29.38' 15.99' 28.22' N 45'24'17" E 56'06'55" 1 7 1 7 7 CURVE I RADIUS LENGTH TANGENT CHORD BEARING DELTA C21 1 30.00' 8.96' 4.51' 8.92' N 81'25'37" W 17'06'26" C22 45.33' 219.91' -39.45' 59.52' N 3150'39" W 277'56'29" C23 30.00' 42.32' 25.55' 38.90' N 49'36'08" E 80150103" k 6 9 a C33\ STA. 7+20.34, 12.5' RT. FROM fid' BASELINE OF CONSTRUCTION 36 68 u PROPOSED CONCRETE PI WALKWAY_. PT = 9-10.52 ' Q - 41 Z 'CURVE TABLE 6 7 wl�ry CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C24 400.00' 79.24' 39.75' 79.11' N 84'20'38" E 11'21'03" C25 200.00' 108.40' 55.57' 107.08' N 74'27'13" W 31'03'13" C26 160.00' 116.13' 60.75' 113.59' N 78'27'21" W 41'35'03" C27 242.82' 131.61' 67.46' 130.00' N 74'27'13" W 31'03'13" C28 167.50' 11.64' 5.82' 11.64' N 56'56'09" W 03'58'55" C29 192.50' 9.13' 4.57' 9.13' N 5618'15" W 02'43'08" C30 192.50' 81.04' 41.13' 80.44' N 42'53'03" W 24'07'17" C31 167.50' 70.52' 35.79' 70.00' N 42'53'03" W 24'07'17" C32 12.50' 39.27' 25.00' S 35"03'19" W 180'00'00" C33 12.50' 39.27' PGC 25.00' N 59'10'36" E 180100'00" C34 212.50' 128.07' 66.05' 126.14' N 40'17'37" W 34'31'51 " C35 150.00' 114.60' 60.26' 111.83' N 79'26'43" W 43'46'21" C36 147.50' 153.13' 84.27' 146.35' N 29'11'07" W 59'28'59" C37 12.50' 19.53' 12.40' 17.61' S 45'19'19" W 89'31'51" C38 12.50' 19.74' 12.60' 17.75' N 44'40'42" W 90'28'07" C39 30.00' 38.03' 22.05' 35.53' S 59'20'33" E 72'37'41" C40 30.00' 49.99' 33.01' 44.40' S 38'31'53" W 95'28'07" C41 282.50' 69.36' 34.86' 69.19' S 06'28'39" E 14'04'02" C42 262.50' 64.45' 32.39' 64.29' S 06'28'39" E 14'04'02" C43 237.50' 58.31' 29.30' 58.16' S 06'28'39" E 14'04'02" C44 217.50' 53.40' 26.84' 53.27' S 06'28'39" E 14'04'02" C45 300.00' 76.55' 38.48' 76.34' N 06'12'04" W 14'37'12" C46 30.00' 47.69' 30.58' 42.83' S 44'26'09" E 91'05'22" C47 255.00' 34.86' 17.46' 34.83' N 09'35'42" W 07'49'58" C48 10.00' 30.29' 177.43' 19.97' N 87'32'50" E 173'32'54" C49 280.00' 69.81' 35.09' 69.63' N 06'22'09" W 14'17'04" C50 256.00' 35.51' 17.78' 35.48' N 09'32'15" W 07'56'50" C51 1 30.00' 42.85' 1 26.01' 39.30' 1 S 49'05'55" W 81'50'30" N O TES: 1. FOR BASELINE OF CONSTRUCTION GEOMETRY SEE PLAT. 2. ALL GEOMETRY SHOWN REFERS TO EDGE OF PAVEMENT ONLY. 12-o4-90 02 AVPEL7 5PoT EL.E\/. 11-11, -90 ADDED NOTES & ELEVATIONS DATE REVISION LINE TABLE UNE DIRECTION DISTANCE L18 N 89'58'50" W 33.05' L19 S 58'55'37" E 3.31' L20 S 58'55'37" E 32.10' L21 N 00'33'22" E 107.47' L22 N 00'33'22" E 101.04' L23 N 00'33'22" E 101.04' L24 N 00'33'22" E 116.89' L25 N 13'30'40" W 50.56' L26 N 13'30'40" W 46.16' L27 S 05'40'43" E 69.08' L28 S 00'46'23" W 34.61' L29 N 13'30'40" W 50.56' L30 N 05'33'50" W 38.28' L31 N 13'30'40" W 88.12' L32 S 89'35'28" E 1 26.72 L33 S 0810'40" E 1 41.35 C39 C40 TE cc=morj CIVIL DESIGN GROUP INC. ENGINEERS SURVEYORS • PLANNERS ORLANDO, FLORIDA / ALOtJeq i tZ.T.S. E. L. Q.T.S. D.E.L. DESIGNED BY: D.E.L./D.M.B. 1DRAWN BY:CHECKED R.T.S./CAD BY. D.E.L. APPROVED BY: N.B.HILER REVISED BY: CHECKED BY: C39 GUNWALE STREET THE OAK S' AT STAR K E LAKE PROJECT NUMBER: 90-18 0-18 DATE: 10/26/90 PAVEMENT GEOMETRY - SPECIAL GRADING SCALE: 1 » = 40' ;ITY OF OCOEE FLORIDA SHEET10 OF 18 C40 / ALOtJeq i 4 P.I. STA. ' 9+04.46 � R , -T. 100ex C37 D3 •, ';° P • ra f� Q O 24 V3 w 0 x z WIJ Z I REMO VE � ., 0 STREETf'� c PGC = 10-418.00 gg } C44 EXIST C42 + AND PA WT0 10��g•38 PT g ' 300.00' o.2 s STA. 11+2: oe` �n�• C49 cd,•. , GUNWALE STREET THE OAK S' AT STAR K E LAKE PROJECT NUMBER: 90-18 0-18 DATE: 10/26/90 PAVEMENT GEOMETRY - SPECIAL GRADING SCALE: 1 » = 40' ;ITY OF OCOEE FLORIDA SHEET10 OF 18 / ALOtJeq i 4 b � R , -T. 100ex P • ra 24 RCLA y ROAD � 1Fy it T 5 REMO VE STREETf'� EXISTOAK gg } EXIST AND PA WT0 ' 300.00' ASPHALT Q) GUNWALE STREET THE OAK S' AT STAR K E LAKE PROJECT NUMBER: 90-18 0-18 DATE: 10/26/90 PAVEMENT GEOMETRY - SPECIAL GRADING SCALE: 1 » = 40' ;ITY OF OCOEE FLORIDA SHEET10 OF 18 / 45a 44a 36 P1 = 21+25.8 7 n a Q6�6 37 °a a� q. �o Cl 38 39 .01 47 34 35 PROFILE GRADE LINE P. /. STA. 24+47.05 ROAD "B" 50+00 ROAD "C" /ti 14 L � PAVM'T. SECTION / �oA,y�� = r_ 16, 7.06 LT. FROM 2 CONSTRUC ON C13 n / : �oa•Z� BASELINE OF CONSTRUCTION Y. 46 r PokO�20 01 o� z• X23 5� PG 45 47 51+51.26 1 U4 V 0911 m 64 ' "�--- ..'103.83 YP. PAVM'l +13.90 CURVE TABLE LINE TABLE UNE DIRECTION DISTANCE L1 S 56'02'11" W 85.71' L2 N 50'36'53" E 29.20' L3 S 57'21'56" W 117.47' L4 S 56'02'11" W 92.07' L5 S 00'56'29" W 6.12' L6 S 00'56'29" W 77.73' L7 N 50'36'53" E 160.57' L8 S 57'21'56" W 254.58' L9 S 57'21'56" W 80.85' L10 S 30'52'35" E 124.30' L11 S 67'06'30" W 55.78' L12 N 35'17'55" E 92.06' L13 N 35'17`55" E 78.31' L14 S 83'50'13" E 35.25` L15 N 75'33`16" E 72.66' L16 N 75'33'16" E 182.93' L17 N 75'33'16" E 72.66' L18 N 75'33'16" E 191.01' L19 S 83'50'13" E 85.28- L20 I S 83'50`13" E 1 209.53' CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA Cl 25.00' 7.73` 3.89' 7.70' N 09'47'46" E 17'42'34" C2 25.00' 36.78' 22.62' 33.55' S 41'12'10" E 84'17'17" C3 45.33' 223.12' -36.71' 57.06' N 57'39'07" E 281'59'51" C4 10.00' 13.53' 8.03' 12.52' S 85'12'50" E 77'30'00" C5 8.00' 13.96' 9.53' 12.25' N 72'39'37" W 99'56'54" C6 10.00' 14.48' 8.84' 13.25' S 04'58'44" E 82'58'12" C7 8.00' 10.23' 5.95' 9.55' N 13'57'52" E 73'18'02" C8 188.00' 17.79' 8.90' 17.78' N 53'19'32" E 05'25'18" C9 200.00' 18.93' 9.47' 18.92' N 53'19'32" E 05'25'18" C10 50.00' 18.20' 9.20' 18.10' S 46'56'10" W 20'51'34" C11 62.00' 61.06' 33.26' 58.62' S 29'09'13" W 56'25'28" C12 30.00` 28.85' 15.65' 27.75' S 28'29'20" W 55'05'42" C13 30.00' 51.58' 34.82' 45.46' N 80'07'51" W 98'30'33" C14 30.00` 46.45' 29.33'--- 41.95' S 13'28'39" W 88'42'28" C15 386.00' 65.64' 32.90' 65.56' S 62'14'13" W 09'44'33" C16 62.00' 34.42' 17.67' 33.98` N 51'12'12" E 31'48'35" C17 150.00' 105.39' 54.97' 103.23' S 55'25'35" W 40'15'21" C18 10.00' 5.38' 2.76' 5.32' N 68'25'10" W 30'50'05" C19 15.00' 18.86' 10.91 ` 17.64' S 68'25'42" E 72'02'05" C20 10.00' 22.44' 20.76' 18.02' N 11'16'34" E 128'33'23" C21 113.00' 40.65' 20.54' 40.43' S 85'51'32" W 20'36'32" C22 125.00' 44.96' 22.73' 44.72' S 85'51'32" W 20'36'32" C23 175.00' 62.95' 31.82' 62.61' S 85'51'32" W 20'36'32" C24 15.00' 1 21.79' 13.32' 19.92' S 09'11'53" W 83'13'05" C25 113.00' 1 48.81' 24.79' 48.43' S 63'10'51" W 24'44'50" C26 1 125.00' 1 87.82' 45.81' 1 86.03' 1 S 55'25'35" W 1 40'15'21" THE OAKS AT STARKE LAKE PAVEMENT GEOMETRY SPECIAL GRADING CITY OF OCOEE, PROJECT NUMBER: 90-18 DATE: 10/26/90 SCALE: 1 " = 40' SHEET 11 OF 18 CO3M(a THE CIVIL DESIGN GROUP INC. ENGINEERS • SURVEYORS • PLANNERS ORLANDO, FLORIDA 11 -21-90 © ADDED NOTES R. T. S. D.E.L. DATE REVISION REVISED BY: CHECKED BY: DESIGNED BY: D.E.L./D.M.B. DRAWN BY: R.T.S./CAD CHECKED BY: D.E.L. APPROVED BY: N.B.HILER THE OAKS AT STARKE LAKE PAVEMENT GEOMETRY SPECIAL GRADING CITY OF OCOEE, PROJECT NUMBER: 90-18 DATE: 10/26/90 SCALE: 1 " = 40' SHEET 11 OF 18 ORLA �CHEC 'O ROU# LA 230-V MC8 MB 1 MS 1-41 PUMP 1 3 PHASE f (HSI i 5 B 4 V� s ECB. MB MS 2J ` 2 PUMP 2 ♦e�'eo ♦•e0f leee•e •'e'e"♦'e'��O♦♦• eeeefeeee e�f e'i�i�e ♦e reee♦ae♦ mei' � • li°ee°�• 1 �°°+°+°e f ice • e o•••e�r. tee° O;a°e°i°e°a ♦sae♦se � ♦ i;� M ►—Oo�r�''U M e♦e♦I. ♦ ,°io o a i ♦' 6R F1 MCT ` .+°dee PM dwvlII 120V 1 doe°°Oe°• / 500 VA lee•e• liesoe `J — — — — — •, � Oe e PM CCB ORB ��1. 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Vf I ' . YAAPPER T (VRRPPER TO MRNNOL E FRAME d COVER BE AEMOYED/ (SEE STAruDRRD DETAIL / SQUEEZE -OUT SET COVERS FL USI IN PAYED AREAS d AT COMPL ETEO EL EVRTIONS SHOYN IN FRRMES BEDDED IN MORTAR JOINT /,// 71-1 UNPAVED RRE�95. SQUEEZE -OUT 2 COURSES OF BRICK (MIN.J 4: COURSES IMAX. l I 1-6,1114 IN W MAX EPDXY COAL TRR COATINGS PER SPECIFICATIONS MIN Q NOTES ' J, AIRNHOL E SNOViv IS FOR SEVER SIZE 8': 1/ RU 24 SEE SECTION 20.4.9 OF TIE BENCHING PER MANUAL FOR MANHOL E DIAMETER FOR SEVERS LARGER TfNRN 24 ". SPE-CIFICATl0NS 2: DROP CONNECTIONS RRE REOUIRE,0 VHENEVINVERT VERT 0/ IN UENT SEVER IS REINFORCEMENT AND -/O/Nr 12' I m ` ?4,1 OR MORE ABOVE THE INVERT OF THE MRNHOL E. SEE AIRMIOL f DETRIL TO BE DESIGNED BY —' J - G " Q CONNECTION DETRIL S. THE ENGINEER ANO APPROVED MIN 3. APPROYEO CONCENTRIC CONE DESIGN MRY BE USED AS RN AZ TERNRTIYE. BY Tfh'E COUNTY r> BEDDING ROCK f 2" MIN. PRECAST MONOL I THTC CAST- /N -PL ACE CONCRETE SRSE BASE PRECAST CONCRETE MRNIlOZ E PL RN RNO SECTION VARIES VARIES � LOT LINE YYE l AH CH SER MAINRAN. \ J E VAR/ES S/I_ W CL ERN OUT 45 YP / TH (T . p N yr I � BE O E v � N T J EE O E 6" BRANCH S 6 " 45 VA REMO BL E AN- T REMOVABLE BEND YP l CLE OU P ( T LUG O E N A I W PL UG SEE 2 LOT I L INE Q' DDUBL E VYE PL AN �F�pIN�hSNED GRADE SL OPE TO TERMINAL \ r: Q DEPTH RT I.OX MIN. ti / TYP/ ROTRTE TERMINAL DEPTH 30, (,rep.SPRINC L INC I RS REOUIREO FOR (SEE NOTE 3) NOUS£ " SERVICE I SEVER A/RIN (�' MIN. l(TYP• l SINGLE I DOUBLE L RTERRL LATERAL PROFIL E NOTES; CL EAN=OUT (SHOVV SHADED) SHRL L BE INSTRL LEO BY THE BUIL DER IN ACCOROWNCE W TH STANDARD PL UMBING CODE. 2. L OCRTE SINGLE L ATERAL RS Cl OSE TO L OT L INC AS POSSIBLE, 2S ' MRXIMUM. 3. INVERT OF SERVICE LATERA SHRLL NOT ENTER SEVER MAIN BEL OY SPRING L INC. SERVICE L ATERAL DETAIL (FIG•204� PRECAST MANIOC E VAL L • INFL DENT SEVICR (SEE' NOTE 31 .r CONCRETE ENCRSDIENT .. 60 OF VERTICRL PIPE INLET COMMCOYOiV AS RED(IIRED ►' DROP PIPE /SEE NOTE lJ' 90 ° BEND n• 2•':. PRECAST MANNOLE • . t% YALE .. ST/RNARD DROP DETAIL TRRNSI TE COL L RR ENCASED PYC OR QIP IN NON -SHRINK GROUT PRECAST FL USH YI TH MRNH LE YAL L MANHOLE LSE£ NOTE 2l a . o . •, ., er . •. . •'•°.•o' �' v'.r �'. YAL L a p o.��•:, .. a.��•., .. e ti STAINLESS STEEL SPECI19L DETAIL FOR 24 " 01RX4' 7ZR BANDA. PIPE RMO G RRG'ER FI-17AIAIl PIPE' CL RMP LENT o; CTOR STANDARD PRECAST MANIOC E PIPE. CONNECTION NOTES DROP PIPE- AND ' FITTINGS SHRLL BE OF EOURL SIZE RNO MRTERIAL RS THE!NFL UENT SEVER.. 2. THE COUNTY MRY RPPROYE Al TERNRTE LATER TIGHT CONNECTION DETRIL S FOR ,CONNECTION OF 24 " OIRMETER PIPES ANO LARGER. 3.AN OUTSIOE DROP, CONNECTION SHRL L. BE REOUIRE0 fOR AL L !NFL UENT VHICH HAVE AN INVERT `2 ' OR :MORE ABOVE THE AIRNMOLE INVERT. MRNhJOL E CONNECTION DETRIL 5' (FIG. 2011 CROW TRENCH IN UNIMPROVED AREA•S` (3" MIN.' )(SEF TYPE BTRENCH V107 h, VARIES BEDDING AND TRENCHING DETRIL 77/// SlZE OF PIPE FOR OTHER, AZ-5701997'10N,l: FINISH GARDE :. Jv V 1 ti Q O Z ': SEE •NOTE• 4 ': V W W .. v W COW ON `Q. r SEL ECT COMMON W O FILL.. BEDDING ROCK o ti C � PIPE BEDDING (SEE NOT_8 d 9) "'— UNOISTURBEO ERRTH' NOTESr - 1, PIPE BE UMSt SEL ECT COMMON FILL COMPACTED TO 9SX- OF THE MAXIMUM DENSITY AS PER AASHTO 7-188. 2. TRENCH BACI<FIL L - COMMON FILL COMPACTED TO SS,Y OF THE MAXIMUM DENSITY AS PER AA,SI 0 7 S. .,3. USE OF TYPE R BEDDING TO BE DETERMINED IN THE FIELD RS DIRECTED BY THE COUNTY. 1 T THRN 24 AND 24" MAXIMUM 4. (•�1 r 15 MAXIMUM FOR PIPE DIAME ER LESS , FOR PIPE DIAMETER 24 It ANO LRRGER. S. PATER SHRLL NOT BE PZ-, TIED IN 7HE TRENCH DURING CONSTRUCTION. 6. RLL PIPE TO BE INSTRL LED PITH BELL FACING UPSTREAM TO Ti -IE DIRECTION OF FL Old. 7. REFER TO SECTION 32. S OF THE MANUAL . FOR SHEETING AND BRACING IN EXCAVATIONS R. . GRAMTY SE71ERS SHRLL UTIL IZE TYPE A BEDDING, IF REOUIREO BY THE COUNTY. BEDDING DEPTH SHALL BE 4 " MINIMUM rOR PIPE DIAMETER L ESS THRN 1S , RNO 6"'.'Af rNIMIIM FOR PIPE DIAMETER 16 AND LARGER. 9. DEPTH FOR'REMOVAL OF UNSVI TABL E MRTERIRL SHRLL GOVERN DEPTH OF BEDDING ROCK BEL Dl✓ ,THE I PIPE. COUNTY SHRLL A TERMINS' IN THE FIELD RE9111REO REMOVAL OF . TYPE A BEDDING- AND UNSUITRBL E MRTERIRL TO REACH' TRENCHING .DETAIL: SUI MR E FOUNDATION.. LtNOTE: PIPE BEDDING & TRENCIaING DETAI1-5 SHALL BE USED FOR ALL WATER, SEWER & STORMI^IATER PIPE INSTALLATION. CROMN TRENCH IN _ - TRENCH 111,071 VARIES UNIMPROPEO RRERS Y/ SIZE OF PIPE FINISH GRADE (SEE NOTE 8) r :r W V Q O 7--N 4 •• • •S•DE J Z ti V ZW � Q W COMMON FILL • • • �•� _ Q SEL ECT ti � ' COMMON W h FIL L Z UNDISTUf�R�.D EARTH — _ _�j TSE£ NOTE 19) NOTESr 1. PIPE REDOING: SEL ECT COMMON FILL COMPACTED TO 9,5'Y OF THE NWA1111V OENSI TY RS PER RASHTO T-180. 2. TRENCH BACKFIL L r COMMON FA L COMPACTED TO .95,x' OF THE MRXIMUM OEIIJSI TY AS PER ARSAITO T -180. 3. PIPE BEDDING UTIL IZING SEL ECT COMMON FILL OR BEDDING ROCK IN RCCOROANCE' 1/17// TYPE R BEOOING RND TRENCHING DETAIL MRY BE REOUIREO AT DIRECTED RY THE COUNTY. 15" MAX. FOR PIPE DIAMETER LESS THRN 24 ANO 24" MAX. FOR PIPE DIAMETER 24f" AND LARGER. 57 ,DATER SHRLL Nor BE PERMf TTEL7 IN THE TRENCH DURING CONSTRUCTION. 6. RLL PIPE TO BE INSTRL L EO L1771-1 BELL ` FACING UPSTREAM TO THE DIRECTION OF THE FL O/, 7. REFER TO SECTION 32. S OF THE ANNURL FOR SHEETING AND BRACING ` IN EXCAVATIONS. _ 8. FINRL RESTORATION IN IMPROVED RRERS SIAL L BE IN COMPL IRNCE !/I TH RLL APPL KARL E AEGUL RTIONS OF GOVERNING AGENCIES. SURFACE RE'STORRTION !✓I THIN ORANGE COUNTY R,TGHT-OF-CRY SHRLL COMPL Y L1771-1 REOVIREMENTS OF: RIGfHT--OF-PRY UTIL IZRTION_RMILRTIONS RNO /CORD CONSTRUCTION SPECIFICRTIONS. TYPE B BEDDING AND TRENCHING DETAIL SEE NOTE I ( TYP. ) I SHEETING UNSHEETEO TRENCH DATE 7-r REVISIONS REVISED BY CHECKED BY OCOEE, AMMNy�\��0 DATE 7-r REVISIONS REVISED BY CHECKED BY OCOEE, 4 ' x 4 ': PRECAST CONCRETE VRUL T 3" DIA. BRONZE DISC , 24 "-x 24" x 6" /RAME ANCHORED IN CONC. PRD 3 " DIA: BRONZE CAST IRON F THICK CONC. PAD FINISHED DISC ANCHORED IN RND COVEfI //I TH STAMP RS REQ 'D GARDE 36" S©. TVP: EACH t/AL vE CONC. PRO STAMP RCCESS L IO. YSEE NOTE 1 J SIZE DF VRL VE BOX. AS `RICO 'D. FROUr o. Q .s . P #4 BARS RL L 17 1/4" TYPE OF !/AL VE1e a, rr �, e ; • AROUND 4 " MAX. " v 4 SERVICE a. a uER -.w Q a s e ► Q. L•2D vv � to '� - - - - - . , a t a CI4. e 4. a, DIRECTION a No. 4. , o :a ; s• • ., VA VE (TVP. J OF TURNS TO 4 v . PREROLVEO PLASTIC • ? L o` a a, OPEN WATER p ,o JOINT FIL LER a D : Q o • ,e ;; D, S" f/RL L S (MIN. 1119Z YE 60X PIPE PL UG (TVP. J PORT !,/I TH AND COINER D n o • THREADED PLUG a A . ' 2 " NIPPLE e :. •• ` ,. ANCHORS ' - p �': CUT OUT FOR FORCE 2 J2" 2" GATE MRIN OR !✓ATEA MRIN 2500 P, S. I. MIN VAL VE ; :.;: •�; • ! AS REQUIRED CONCRETE MIN. z" NIPPL E • ; SEE NOTE 2 ONZIVICROVEO CONDI TION � SERVICE SADDL E FITTINGS AND i o ;• PIPE FOR "a •' 099 °r 0 PER SPECIFICATION r R. R. V. SHRLL e '..' ° ° . ; 0.:a SECTION TOP FL USH l./.TTH BE BRASS t°FINISHED GARDE �, ASPHALT SURFACEae°° off° ° BEDDING ROCK 8 " x 16 " REINFORCED CONCRETE FOOTING. NO TES. 1 TAIL IS BASED ON 2" COMBINATION AIR/VACUUM , ABOVE DE A ORDINGL Y T S CC F TING P P RND I HRNGE I E V V . C ASE E r REL E , .... ... .. .. .. .. .. FOR OTHER V19Z VE SIZES RND TYPES. vAL VE SIZES TO BE DETERMINED BY THE ENGINEER RNO APPROVED BY THE 4 " x 4 x 18" LONG COUNTY PRIOR TO INSTALLATION. VRL l/.BOX (MIN, ) PRECAST POST 2. THE MINIMUM DIMENSION FROM 70/0 OF PIPE TO FINISHED RND C COVER .VI TH 3 " OIAMETEA GRADE SHRLL BE 4.0 FEET. (TVP" J BRONZE DISC SET IN GROUT fAS SHOI,/N INPROVEO CONDI TION ABOVE. AIR OR COMBINATION AIR / VACUUM REL EASE VRL VE NOTESf DETAIL 1. BRONZE IDENTIFICATION DISC S1HAL L J.BE REMIRED FOR ALL vRL VES 16" F I G . 1,9,9 ANO L ARGER, OR AS REQUIRED BY THE COUNTY FOR CRI TICAL OFFSITE VAL VES.. 2. VAL VE CDL LAR DIMENSIONS MR)' BE REDUCED TO 18" x 18" x 6" /HEN THE BRONZE rOENTIFICATION DISC IS NOT REOMWEO. vAL VE COL LAR OETRIL S PIG. 107; CONCRETE COL LAR SET TOP OF VAL VE BOX TO FINISH GRgOk' IN UNPAVED AREAS ISEE DETAIL l ( FINISHED GRADE - AD✓USTRBL E CAST IRON 1/9L ME BOX SEENOTE2• -' " BOX SHf9L L REST ON ---- BEDDING ROCK NOT ON VRL VE OR PIPE M. J. PL UG 119LvE - RND SHALL 9E e0p0 p CENTERED ON l�RSTE,UATER �g,e OPERATING NUT FORCE MAIN 004? ° - - - °°°°�°� - - -0 oav °e o 0�4 ° 8o Fo R° q ?N.0,0� °° o° o `�'° °o°c ° 08 W o°o o �pQ °f`6f'o°vo o ° o� ° opO ° 0°0009, 0000°°fir+ ° °o'od�p g 9'0 0e�op 00000poopO°g °d 0 �0 o8 �di'oQ o� 0°80�O�tLa °doo8q° o o° o o ° ° °Oo o� go f oA ��go 1 6'" REDOING ROCK NOTES: 1. PVC EMENSIONS SHALL NOT BE USED ON VRL VE BOX INSTALLATION. 2. THE ACTUATING N117,4-09 DEEPER VRL VES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BEL O,/ FINISHED GRADE, PL UG VAL VE AND BOX DETAIL FIG, 20S UNDISTURBED SOIL CTYP.3 AREA FOR PLUG EDGE OF�$B TRENCH AF TE WOOD BLOCKING "YP . I. yLp BLOCK AREAS• I--- CF CROSS W/ PLUG. S CROSS u/ \�9 T EE SHALL NOT - 4 TWO PLUGS ' CONCRETE THRUST 0.24 CTYP.) 150 BLOCK CTYP ,) I \ A AREA FOR 45 BEND 1.1 O WOOD FORM BLOCK AREAS• BOARDS SO BEND CSO FTI BEHIND BELL S 11-1/4 BEND CSO"FTJ TEE 6 PLUG CSD FTI SHALL NOT - 4 INTERFERE ' WITH JOINT 0.24 CTYP.) 150 UNDISTURBED 4.00 -SOIL CTYP.I 1.1 O TRENCH WIDTH 5. (o!0 THRUST -..._ 8 BENDS' FITTING -J MIN. TYPICAL SECTION EDGE OF TRENCH CTYP.I TEE W/ PLUG v PLUG AREA FOR AREA FOR TEE WYE AREA -`" FOR PLUG - OFFSET CAS REG' 0.1 NOTES i EDGE OF = CROSSCUT 1• THRUST BLOCK BEARING AREAS SHALL SE POURED AGAINST UNDISTURBED MATERIAL. VHERE TRENCH VALL HAS BEEN y X DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND ct TO UNDISTURBED MATERIAL. THRUST BLOCK 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. AREA CSO. FT .) JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM \---CONCRETE CS MIL.] PRIOR TO PLACING CONCRETE THRUST BLOCK. THRUST BLOCK 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS. AS REQUIRED. SCHEDULE FOR THRUST BLOCK AREAS• PIPE SIZE (INCHES) SO BEND CSO FTI 4S BEND CSO FTI 22-1/2 BEND CSO FTI 11-1/4 BEND CSO"FTJ TEE 6 PLUG CSD FTI DESIGN PRESS CPSII 4 1 1.74 0.94 0.40 0.24 2.47 150 6 4.00 Z. 16 1.1 O 0.55 5. (o!0 150 8 7.1-9 3.59 1.98 1.00 10.17 150 10 1 11.03 15.97 -5.04 1.53 15.(i 150 12 1lo.OZ 8.64 4.41 2.22 2z.&7 150 NOTE. THRUST BLOCK AREAS COMPUTED ON BASIS OF 1,700 LBS. PER SO. FT. SOIL_RESISTANT C1.500 MINI BEARING. SEE NOTE S *TO BE COMPLETED BY ENGINEER. QVESIGN WATEQ PRE55LIKC 150 P5.1. THE THE OAK S CIVIL DESIGN GROUP INC. ENGINEERS • SURVEYORS • PLANNERS SANITAR' 3-10-91 Q ADDED NOTE J.A.L. D.E.L. ORLANDO, FLORIDA It/:Zi/q0' 6EtJC12AL. KC -\/15j0"5 v -.T•5. ID E. L. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: DATE REVISIONS REVISED BY CHECKED BY --TOCOEE" 4. THRUST BLOCKS SHALL BE USED IN COMBINATION. AS REQUIRED. TO SUIT THE SPECIFIC FITTING ARRANGEMENT. S. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF• S. ALL VOOD BLOCKING SHALL BE PRESSURE TREATED VITH PRESERVATIVE, 7. Ts•IE 5AIJITA2-1 Fo2c._E KOW SHALL. 11•rIL-17-E TkE SAME Tgtzu5T IbL•OC.IL AV-EA5 A5 THE WA-relz MAIM. THRUST BL OCK DETAIL FIG. 103 SET TOP OF 1119L VE BOX— TO FINISHED GRADE FINISIYEO GRADE-� CONCRETE COL L AR q. IN UNP,9VED AREAS /SEE DETAIL l 1 AD✓USTi9BL E CAST IRON VAL VE BOX SEE NOTE" 2 1 BOX SHRL L REST ON BEDDING ROCK NOT RESIL LENT SERI ON VAL VE OR PIPE M, J. 6197E VAL VE ° ° AND SHRL L BE LATER ° ° CENTEAEO ON ° OPE,9197IN6 NUT `� �0 0 /L,A.P"�I•i ":I1 n 04 FWeC` %Y1 TAM. 'X."n"n .ti•F !•If7Y� .. M :P ." 1 6 " BEDDING ROCK NOTES, J, PVC EXTENSIONS SHALL NOT BE USED ON PAZ VE BOX IN5719L L ATIDN, 2. THE ACTUATING NUT FOR DEEPER VAL VES SHRL L BE EXTENDED TO COME UP TO 4 FOOT DEPTH BEL OL FINISNEO 619190E. GATE V171- VE ANO BOX DETAIL /FIG. 4001 _ PROPERTY - L INE ( TYPJ 1 SERV/CE i i 1 OOUBL E 1 SERVICE ( 7.Y10. LATER MAIN I / /6' Mh/IMUMJ 1 / t � 1 1 4 " LiATER MAIN (MIN, J � i HYDRANT I ASSEMBL r 1 i FITTINGS AS (SEE NOTE J I i REOUIREO /TYPJ 1 I I L__ RIGHT OF LAY ZINC CURB LATER MAIN 2' /TrPJ SIOEL19L K /TYP, J RIGHT OF LAY L INE NOTES, a - - Y _ H R HT FLA Y J. ANCHORING TYPE 90 ,BEND Sf/Rt L ONL BE USED LEER/G O CONSTRICTIONS LIL L- NOT RL L OL INSTRL L R VON OF R STRRIGHT RSSEMBL r. /✓ATEA SERVICE L OCRTION DETAIL tFl6. 404J NYDRRNT OPERATING NUT HOSE NOZZLE AS REO 'D. 24 „ S©1119,91- OA _ ROUND AND 6" THICK PUMPER NOZZLE REINFORCED CONCRETE. FACING STREET SMEAR ,PAD. SEE NOTE ? 2-#4 RT _9" O. C. ALL VRL VE COL L RR AROUND _ (SEE DETAIL J COMPACTED i (r) BACKFILL I SEE NOTE 3 1 R /2 " MIN. X/ HYDRANT RNCHORIN6 TEE RESIL IENT SEAT GATE VRL VEANO BOX 6" 9EL7DING ROCK /SEE OETRIL J `_1 ANCHORING COUPL INS NOTES, J. FIRE HYDRANT SHALL aE SUPPL IED •LII THamr R LEEP HOL E, OR LI TH A PERMRNENTL Y PL 1/60E0 LEEP HOL E. ?: THE OCIIEL OPER MW INSTRL L P/E SHEAR' PRD RECESSED UP TO 4 INCHES REL OL FINISf1EO GRRDE AND SOLI ,THE RECESSED SECTION. 3. CL ER1?A_1VCE 9FTVEEN BOTTOM OF BOL TS RND TOP OF SHEAR ARD SHRLL BE 6-1 FIRE H 01919N r ASSEMBLY DETAIL (FIG. 4021- ODUBL E METER BOX (/9" x 24" Fli1/ISHEO GRADE 2" CRP i - _ I 2 •' 90 0 BEND 2 90 a BEND • 00 L .0 0 0 0 ' 2 I 1 6 " BEDDING ROCK RESTRAINED JOINT DUCTIL E IRON LATER MAIN 1 1 TAPPED CAP NOTES, /. AL L 2 " PIP AMO FITTINGS SHRL L '91- SCHENM E 40 GAL VA ZED STEEL OR, RMSS I AH THRERDEO (NPTJ JOINTS. �� -`-�� -6�0= yid' ' nJ•- rn ri— ` . /FIG. 403/ METAL L IC L OCRTING DIRE I " MAX. rFINISHED GRADE PVC VRTER MAIN OR FORCE MAIN --- _- ----- - 'IRE NOTES, 1, PVC PIPE SHRL L RCi94Y19E INSUL RTED METRL L IC L OCRT ING l✓ IRE (14 GRUGE COPPER) CAPRBL E OF L7ETECT.ION 8Y A CABLE L OCRTOR AND SHRL L 9E 911RIEO DIRECTL Y ABOVE THE CENTERLINE OF THE PIPE. 2. L OCRTING DIRE SHRL L TERMINRTE AT THE TDP OF EACH VRL VE" BOX RND BE CAPRBL E OF EXTENDING 12" R9011E TOP OF BOX IN SUCH R MRNNER SO AS NOT TO INTERFERE 111TH VRL YE OPERRTION. 9. 115F,011C7 TAPE RS NECESSARY TO HOLO DIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL ( FIG. 108) 3„ OIA.'BRONZE DISC CORPORATION MARK LI TH CORPORATION_ ANCHORED IN CONC.' PRO 24" x 24 " x 6" �" DIA, BRONZE U -BRANCH THICK CONC. PAD DISC ANCHORED IN STOP / J " MIN. > LOOD PAINTED STOP t' " MIN, J F1 TTING STAMP RS REO 'O TYP.. EACH VAL VE BL LJE d ,VI TH / / " x 3/4 (SEE NOTE /J COW. PRD STAMP = CURB STOP > BOX, AS REO 'D. L Of NUMBERS CURB STOP x 3/4 "J SIZE OF mLVE Q (SEE NOTE 3) Q 2E19. -.[>BARSAzz TYPE OF I�19L VE 1B :e 'tr e 4. a AROUND ov WSERVICE W E ,... / . • • v . DIRECTION A No. 4 ' ' Q .' ' �' , ', ' .a ' . o. ,° 4. ' • POL YE7HYL ENE POL YETHYL ENE OF TURNS TO .R , Q . •' ::. s'. .' TUBING / J ' AIIN. J TL/BIN6 (J "MIN. J OPEN _ 4 a VA T EH SINGLE METER BOX OOUBL E METER BOX VAL VE BOX a ° °. e , • ` D . ' RNV IJRTER METER RND LATEA METERS ' P-4. ' (BY CITY OFOCOEE)& (BY CITYOF OCOEE)& RND COYERA. ANCHORS /TYP. l 2,• JZ " SIN6L E SERVICE 00119E E SERVICE 2500 P. S. 1. MIN CONCRETE MIN. cDRPDRRrION 51'0)0 .1 CONDI T.1O/V ALL/A TYPE 3 FITTING CC THW19,05 (NORMAL L Y OPEN) TOP FL USN LITH TO METER BOX FINISHED GRRDE ASPflRL T SURFACE 1955EMBL Y 9 `' POL E Y THYL E E N 45 Deg. - TU9/N6, 'Water Main Material .••. .,,. .: ... .. Specifications in accordance with the C1 y f OcoeeStandards tandards and Specifications. Pipe Material: PVC i i ? PVC Pipe Specification; ASTM N0: 02241 SADDLE 21.51 DIP Specifications: ANSI/AWWA C151/A ' I PVC Joint Specification: ASTM D3139 DIP Joint: ANSI/AWWA A21.11/011 — LRTER MAIN 18" LONG VRL VE BOX(MIN, l PRECAST POST PIPE LENGTH RM0 COMER LI Tf/ 91, OIAMETER 12" - 550 l . f . /TYP, J 8" 6,226 l.f. NOM-5.BRONZE 0151C5ZIN 4" - 1.575 t . f. J. ALL FITTINGS SHRLL BE BHRSS LITH COMPRESSION /PACK 101NT GROUT AS SAOLN TYPE CONNECT/ONS.... TMOROVEO CONDI TION ABOVE. WATER SERVICES 2. NO SERVICE t'INE 5HR1L rERMINRTE UNDER R ORIVEL/AY; Pipe Material Polyethylene Tubing 3. EACH SERVICE SHRLL T£AMINRrf 9r A CURB STOP/SJ LHICH Polyethylene Specification AWWA C800/AWWA C901 SHRL L BE 911,911-0 APPROXIMRTEL Y 3 " BEL OL FINRL GRRDE ANO NOTES. .. . ' V I PIPE LENGTH SHALL BE CL EARL r MARKED LJ/Tiy A 2" X 2 x I8 ' STAKE LII TN L : BRONZE /O�NTIFICRFION DISC - SHRL L 91- REQUIRED FOR ALL RL VES 6 RND AR R A REDO RED 9Y r9E COUNTY FOR CRI TICAL OFFSITE VAL VES. 1 ° - 2,000 l . f. THE TOP PRINTED 9L Uf AND MRRIrW W AH THE NUMBER OF THE L GE OR S L Orf 5) AO BF SERVED, 2. ; }VAL VE COL LAR DIMENSIONS MAY BE REDUCED TD I8" x 18" x 6" UHEN THE Q BRONZE I0ENTIFIC9710N 015C, IS NOT REOUIRED. NOTES: 1. "YDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TE5T 514ALL BE CONDUCTED N ALL NEWLY INSTALLED WATER DISTRIBUTION 5Y5TEM PRE56URE PIPES AND APPURTENANCES. TN 115 SPALL • V/7/-, V RR TRI'.. BE IN ACCORDANCE WITII TINE PROVISIONS OF AWWA C1o00 OR M-23 195 APPLICABLE. J•/RTER SEJ4V'TCE C0NNECJIDN OETRIL S E CALL OE _ 2. DISINFECTION OF 714[ WATER DISTRIBUTION SYSTEM 5IIALL BE PERFORMED IN ACCORDANCE W Tta A A (F/G. 405J /FIG. J071 C-651 D15INFECTING WATER MAINS. 3. ALL PVC PIPE MUST BEAR TUE N5F LOGO FOR POTABLE WATER USE. � PROJECT NUMBER: ll(( Till �wVnn THE THE OAKS AT S�ARKE LAKE an_iQ Sol Optional Post Positrons Principle Post Position Post (Optlans:2'x 4'Or ) : 1.�--' (Conrad 20• Toward Flow 1 4- YrE6l EtiY, +iq4.: WE/lq �L. /OS L Anchor (jplPt WlIA 2 -2•x 2'x 4' Z�' Yin. Dla. Wand: Steel, �.�{I1, Filter FoDrlc.f In �, ` cokes Per »ale. 133 l.bs/Fr. MM. 1 I 6 Max. Sod-- Conformance with Z' I r Sidewalk r Sec. 985 FOOT Spec. 1 ; .� 1 4 LOOSC SON Placed By FI/ter Fabric - „ NNL s NOO.O ' o o°o°e°o 4 " TNICX BLANKET OF CRUSNEO STONE Shovel And Lightly 0 0 0 0 JME OF LINO 0 0 0 0 0 o �, NYrI. - +49.5 ' o °° - � TIIK.X BLAHKC7 OF CRUSHED STONE o .. EO[ D --.F �IOERO-RAIH FTFV" +49. 0 000000 0 0° °o. • .EDGLJ -� - p(�l Cds�ocred Alorq Upstream a t) � Silt Flow 1 er ,n _ R a Edge Of Bales. ryltcri _ _ O -. • • t - • • 902.4 FILLER AGGREGATE EHTIREIY U,P --^-In= OIrcA x. - ♦ / XR/J'PL.D902.4 LIXR WITII IRRAli i40H TE ENTIRE OR ET Apron Curb :v Gutter _ _ 2v mi_ I • . t2 . • �- WRAP1 VE W Q MItOtFi 140N OR • . 12 - APPROVED EQUAL Anchor Boles With 2 -2'x 2'x 4' APPROVEDEQUAL Curb & Gutfer Stokes Per Bale. Post - RoJI � • ELEVATION SECTION INLET DITCH BOTTOM INLET l' Min. Recatmalded y s: : ' : '. i s : i s: f s' . PARTIAL INLET COMPLETED TYPE .1Y SILT FENCE FIfY +96 6' ELEV. ♦97.1' ..1_ STRUCTURES ELEVATION Optional Post ''. '• �' /T AROUND c S OR SIMILAR S ES I l barriers for PROTECTION AROUND iNL1- T SPDC ng• Bae ba e a O Paved ditches Shot//d be Spaced in accordance with -. I � . I'`" 6•' PERFORATED A.D.S. PRE (OR I 36 . I Ar PERrORA UA A.D.S. IPE. (OR Chart I. Sheet I of 3. Index No. r02 - Prtwl a Post Position F l- APPROVAL EQUAL) WRAPPED Willi r •-i APPROVAL EQUAL) WRAPPED Inn .. Poultry Mesh (20 Go. Min.) - pl - FABRIC SOCK FABRIC SOCK BARRIER FOR PAVED DITCH PoStroptions: 41Jr 4'Or. °indee No 52 & Sec. 966 `ro'= icomar 20' Toward flow J _ Type A Or 8 Form 3'Mln.D1a.Waod�Stee1 FOOT Spec. J 3 , iJ3 LDs/Fr. Min.) � 101 Max. Note. Holes rabe,xtakedofthe - �I}. i Poultry Mesh Or TYPICAL POND CROSS-SECTION TYPICAL POND CROSS-SECTION ,;!rection or. trio Engineer. Woven Filter Fabric In Absence Of U I Filter Fabric (in Conformance Type A Fence Fabric Filter Fabric Established Gross (Approx.l2'x 12'1. With Sec. 965 FOOT Spec.) POND A POND B NOTE: UNDERDIZAIN 514ALL Loose ;,,it Placed 14 Shovel And Secure Edges By Entrenching And �{ Light .VIjwWacted A,nng Upstream Exrend Under Bogs and Bales. Fabric e THE OAKS AT STARK LAKE THE OAKS AT STARK LAKE BE 1N91A�LED UNDER DRY CITY OF OCOEE. FLORIDA PN. 90-827.1 Face Or dales.. S1allMeef The Requirements Of � � � CITY OF OCOEE, FLORIDA Section 985 of The standard (PH, 90-627.1) ( ) CONDITIONS. BALES BACKED BY FENCE sand Boge specifications. Cost Of Fabric To Be o "' stir Flow IndudedlnThe CoMtraw. TN. In LIMITS OF 20v,/W. Co1JST2LJGTIo1.l 5'Yln. For Baled Hoy Or Straw. TN. � _ � - fz/W .. S� ELEVATION SECTION LVA iZ I E 5 o -a' 50' On Centers ( TVD. I $ Loose Soll Placed By Shovel AndL/ghty A Loose soil placedBy. Shovel And Lightly Limits Of Construction (" Sod As RAK,lrad CompactOf s Along The Upstream Edge Compacted Along' The Upstream Edge Of Bolas. Naf . Silt unit prliccee for to Silt fence under paid for Lr the contract �il PLAN 1 �_51 - �- - Slit g,rripr I I • -L -PLAN TYPE 17 SILT FENCE45,as with °'x Z'x 4' PLAN r 50, max 50_Mox_� stakes pf. Bale. Overlap Ends Rail _ Post _ IV 71 21 D03 4' 1.3 '♦- FIII Stupe - �_ „_� ^'•+` SCJ. -�-- __ _ _, - AAATGI•I PKOFtLE 60AOE Sod Ditch Bottom Inlet ELEVATION TYD l' Mtn. Recd � 5' TVA. P Min. Recommended �i ! DitcA :�r - EX IS -T. --�_jnFo_,a,P. TO B: ;-SEO AT SELECTED SITES WHERE THE �•{ J - - NATURa. GROUND SLOPES TOWARD THE TOE Of SLOPE Anchor Lower Bales With 2 - 2x 2x 4'Stakes Per Bole.TypeIII Or Type !Y�r� V4Yr LSir, Horner Anchor Top Bales To Laver Bales With 2 - 2'x 2'x 4'Stakes Per Bale. Anchor Bolas With 2 -2•x 2x 4'Sfakes Per Bale Silt Fence 'io MaX. - so' Max. arrch ELEVATION/4FT a/ F -a ----------- ELEVATION ELEVATION - Type d Type nn Fence Protection Cross Drain ---.. � Appticoflon and Spacing: The use of Typos I & It bale barriers sbAlfd be limited M the ^� r Around Ditch Bottom Inlets. Mets. conditions outlined in Crartl. Sheet lof 3..Index No. 102 Flow �..... So'Max. 50'Max. S/rt artier �l�a TO :.1f� - TYPE II TYPE I SILT FENCE APPLICATIONS I 0 . Erdwoll I Anchor 8oiea With 2 2x 2 x 4'' Stakes Per Bole. Lb mf deploy In a manner. that silt fares will act as a Som across permanent flowing - - = watercourses. Slit fences are to be used at upland locutions and turbidly barriers BARRIER FOR UNPAVED DITCHES used at permanent bodies bt water. PLAN Loose Solt Placed By shovel And Lightly :Sod 6'Min. Compacted Along The Upstream Edge Of Bolas. % Limits, Of CornslrLCJlar Fill Slope .. 9 DITCH INSTALLATIONS AT DRAINAGE STRUCTURES silt w ��- stn Flow EL€RATION 9 ` - TO BE :'SED AT SELECTED SITES WHERE THE V NATURA. GROUND SLOPES AWAY FROM THE TOE OF SLOPE ' 8 SILT FENCE DETAILS Type ZZ s,» Feriae Type LT Slit Fence BARRIERS FOR FILL SLOPES Note: spacing for Type and Type JP Fences, FDOT INDEX 102 to be In accordance with chart 1. Sheet /of 3 dad .ditch .Installations at drainage structures Sheer 2 of 3. �� EAW Sf r C bl = 41151% - E- WEIR ELEV. +104.4 ' 4 " TLRCK BLANKET OF CRUSHED r 902.1 FIILIR ACCRCCAi£ ENTIRELY . j2 .'j %RAPPED WMI MIRAFI 140H OR APPROVED EQUAL EM3.6_V Imo: Gr- 6 . 6•' PERFORATED A.D.S. PPE (OR r 1 APPROVAL EQUAL) WRAPPED Willi FABRIC SOCK TYPICAL POND CROSS --SECTION POND C THE OAKS AT STARK LAKE CITY OF OCOEE, FLORIDA (PN. 90-827.1) W COUNT" 3UNK eRAS3 CLEAN- OUT /LVO, APCO E -1151 ar EQUAL. 12•alE�ae- CON" COLLAR PIPE MATERIAL TO 0E SAME AS RUIM1r SEWER PLUO AT END OF LINE I CLEAN-OUT IN CONCRETE COLLAR NO SCALE NOTE: 1. CONSTRUCT SIDEWALK LEFT FROM STA. 7+93.00 TO..STA. 8+31.00. 2. CONSTRUCT SIDEWALK RIGHT FROM STA. 7+93.00 TO STA. 14+63.00. Vinyl Sheathed ee o e f 9800 Lbs. Breaking Strength) With " Galvanized Connectors ( Tool Free Disconnect) Closed Cell (6"DSolid Plquiv.)(12 e/w TYPICAL PAVEMENT SECTION A -A FOR ENTRANCE ROAD Slotted PVC Connector Plpe Flotation t6" Dia. Equiv. 1 (l2 Lbs. Post (Options, 2" x 4" Or ( Metal Collar Reinforced) - Closed Cell Solid Plastic Foom Per FL Buoyancy 1 r • - �, W Flotation (8" Dia. Equiv./ (11 lbs. 2g Min. Dia. Wood; Steel 133 Lbs/Ft. Min. - SCALE r•10' HORIZ. 1`-5' VIFI3T: _ Per Ff. Buoyoncyl1 - 6'Max. � STA. 7+2 0.3 4 RT STA 7+ i 18 Oz. Nylon Reinforced ., 27.63 LT. TO STA. 11+25.54 - (/ I Polypro Rope PVC Fabric ( 300 psi Test) C18 Oz. Nylon Reinforced 4 `l8 Oa Nylon Reinforced (� to. Breaking i R�W /� UT/L /TY PEDESTi4/AN PVC Fabric ( 300 psi Test) PVC Fabric ( 300 psi Strength J ` In I i i �/ ° Stress PlofeGalvanlzed Chain Test 1 With Lacing Grommets I j•Galvanized Chain 3 1 i EASE�ENr ' Q/W VARIES C50 MIN.) 1. 5O° tZ/W /0 ' vri[ /TY In TYPE I ----------------- u ------ ' PEDESrt7JAN Q TYPE 1T D, •ssld. (single Panel For Depths 5'or Less J. o" u u EASE ENT € /O' UT/L /iY PEDESTR/AN 1.34' (.341 D2- s'Std.(Additional Panel For Depths >5'). 4' JAQIES Pio i2' EASeMifNT Curtain To Reach Bottom Up To Depths of 10 Feet. _}_ STAKED TURBIDITY BARRIER IZ� 20 �AQ1E5 4° ------- Two(2) Panels To Be Used For Depths Greater Than G ♦�t E -ft t� n t- rf of / rf lO Feet Unless Special Depth Curtains specifically Called : �jOO _ 4t VAIZIC5 2° - r_ I ZE M EDI A N VARI ES 12' G`� YA1�1E�7 4t For in The Plans Or As Determined By The Engineer. t•tt� O D NTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL � r �Q �i L E '500 S S D S � � 501:7 NOTICE: CoYPoNE G12ADE rt PREFILE GRACIE TO PROPRIETARY DESIGNS, ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF u� I THE USER. SUBSTITUTIONS FOR TYPES I AND If SHALL BE AS • - _Yt /FT. f�[ t's/fT 1h_/_ 1 « '/4"/ FTS yId7FT APPROVED BY THE ENGINEER. - w/ F/2,- /�'T " - tt!`.~/:f {. I/i�«�FT « i14"""' FLOATING TURBIDITY BARRIERS GENERAL NOTES - _" tib~/� /�~/� 1/4 */ FT ' i. Floating turbidity barriers bre .fo be paid far under the . t contract unit prlce for Floating Turbidity Barrier. LF. Pay :. Item No. 104711. >. A 2. Staked turblatty barriers are to be paid for under the contract t I I © - �- �- \ LEGEND unit price for Staked Turbidity Barrier, LF, Pay Item No. 104-12. I I Pmposed Toe Of slope • Pile Locations _ 2 4 7 •€' - $ Dredge Or Fill Area - _ TURBIDITY BARRIER 1 t � �' .a Mooring Buoy w/Axfar "' APPLICATIONS rr Existing l ,�µ� Anchor TYPICAL PAVEMENT SECTIONS FOR INTERIOR"ROADS 3 // Causeway \ /�.` � L-.. ..-•. µ Barrier Movement Due To Current Action -stare Line SCALE: 1`=10' HOR1Z. 1"=5' VERT. STA. 2-4+04.16 TO STA.,27+31.55 4 N _ 100' i `` $ : • .... ... -::". .. `,\ o STA. 31+13.90 -TO STA. '36+23.28 1YPico 100' ,I r-------- e Typico • 5f. STA. 38+69.7.5.�'O STA. -40+66,09 , StOfeLrne Shore Line TYPICAL PAVEMENT SECTIONS. FOR ROADWAYS WITH MEDIAN 1, current Limits Of Conal. Share Line STA. 50+35.14 TO STA, 65+23.47 RT, it/w - - ---- - ------ STA: °65+37:68 LT. /o` uric/rY ' structure ArgnmenJ •(.PEDESTR/AN SCALE;- 1"=10 HORIZ" 1*=5 VERT. Turbidity A3 STA •70 42.00- TO STA. 74+30.83 . �. Barrien EASE/Y1ENT STA. 80+41.56 TO STA. 82+62.29 STA. 21+25.87 TO STA. 22+75.64 (ONLY) Note: NOTES: " Turbidity barriers for flowing slreotns and tidal .01 1 Turbidity barriers are to be used !n all permanent bodies of water regardless of water depth, weeks may be either !(oaring, of willStasuit types r or any combinations of types ifur will split site /O UT/L /TY ' R W /O UT/L 17'1' PEDESTR/AN conditions and meet erosion Control and water / t t current velocities. . EASE/19ENT 2. Number and span of anchors deDenden on at ng glullry requlremenis. The barrier typelsl will . PEDESTR/AN R 110. Q/W . at the Contractors option unless'otherwise/' " - construction operations. - be p - 3. Deployment of barrieraroundpile locations may vary to accommodate con p specified In the pions, however payment will LANl7SCAPE' �' CUL - DE - SIC 4. Navigation requires segmenting barrier dur! ansfraCf!on operations. be. under the pay Item(s) established In the ErQfE'/j'jE^/T' 1ppY e91ne nq plans for Floating Turbidity Barrier and/or 601 Q1w 5. For additional information see Section I09 of the sfondord Specificotlons. Staked Turbidity Barrier. Posts to staked • I'8, i �0 I"4�e turbidly barriers to be Installed In vertical j" �° ^0 ��e 7Ei "!`+t X114*` 7 2�1 2° %° 4' position unless otherwise directed by the ` ` MEDIAN Engineer.r'G7© _ 50V 50P PIZOFILE GRAVE Soo - TURBITITY BARRIER DETAILS PeDhf$7RIAN 4• /•.P Z° IZt 12' 't' 12s 4E ZANDSC'APE FDOT INDEX.103 SOS Ft PROFILE 500 EASE/I9EA/T Q/vJ i GRADE Ye" Y2'/Fi SLOPE �4 ne __1 .._ ®.® SLOPE JA21ES G or✓I PA GT Ci E R ►.z(s T o A 10' DRAINAPoE EPF,EMENT MAX. E7s05 iT�l- A.A.S.IJ?.0. S TD BE DEDtCATI✓D TO BER HOMFIJWNERS ASSLIC. i¢ER," T-la0(MODIFIEI7) �- (50D) L� (500) IZ FREEBOARD AL-aTJU LSA-( Co2E(-r-r`P.) g 3. LAY CORE zc 1 �o l7NW �p > �Qta� PER/i?EAB./L /1`Y LESS 7 % Z THAN /X/0_5 C/17�SEC SEED & 4 MULCH rP se o y4 3 4 s t "A i 5EE Gi�A2T aid. 10 iA9. 6cs _ _ TYPICAL PAVEMENT SECTION FOR CUL -DE -SAS WET U.D. EX/ST. Gi1ADE aft J EE GSI A 127 OETENT/ON S:l 5 `SCALE:1"=10' HORIZ. V-6 VERT. 2'm1/V. STA. 20+00; STA. 41+40.48; STA. 74+93.38; STA. 83+44.76 +ARIE • D _ R A I v AN E O a -: 1:r >EI� -, • :Pfz. SIE COMPACT T 9 - _ TYP ENTR._ _ C__ __.__ _ � z _ vfl L.� T sFs. I`. 0 5 /o MAX. DENSITY AA5NT0 T TYPICAL. REAR YARD ,SWALE _. ICAL: PAVEMENT SECTION B _ B :FOR._.. � -,,. _ ,�, so MODIFIED) TYPICAL POND SECTIO �. SCALE. 1 10 HORIZ.1 5 VERT. N.T. S'. _ 3 12" 00i4�PACTED' ;SU88 'S 9i �. > . NTS' A •� fid. DI3tISITY A•A.$.H.T.O. T-180 (MoL7►FIED) (L0 -r5 37-42 , 4q 6,5) STA" 0+34.20 TO STA. 5+51.35 6' STABILIZATIO�TO• V� 75 N P:S.I• NOTE: LOT 5WALE Bort. EL. 5WALE ToP EL. 3a Ito 1I 3 a 107 log 37 10A" t 05 ala toe (0-5 STANDARD CONCRETE MEDIAN .CURB -TYPE "AM (GLASS = 25 00 f7-5. 1') SIDEWALK TO BE INSTALLED ON A LOT BY LOT BASIS BY NOME BUILDER AT TIME 0 STANDARD 2' CONCRETE MIAMI CURB-TYPEpF"(G+-ASSN-2500P.St;) CONSTRUCTION UNLESS NOTED OTHERWISE ON PLANS. HOME BUILDER ON CORNER LO ' � PROVIDE CURB CUT RAMPS FOR THE PHYSICALLY HANDICAPPED PER FLORIDA DEP �:J 4' CONCRETE SIDEWALK) G" TNICIC AT DPiVEWAYS (GLASS= -2500 5.1.) TRANSPORTATION ROADWAY AND, TRAFFIC DESIGN STANDARDS INDEX `NO. `304. THE Li I OF THE RAMPS SHALL BE AT THE CORNERS OF THE LOT CLOSEST TO- THE ._ Sop _ _ - ... o ENYIFiONMENTAL 8 STANDARD 2 , CONCRETE CURB & GUTTER O INTERSECTION AND SHALL PROVIDE EASY ACCESS TO THE ROADWAY. CONTRACTOR SNi - - S - �i t� _ 9 3.34 x 6 STABILIZATION TO F.B.V. ?� P.S.I.-F, O CONSTRUCT S1DEWALK5 ALONG RtrTENT10N POND TRACT A TRACT B AND 12W C. / .., CONSERVATION LINE TYPP, III SILT'1''-WP_ THE TH E OAKS AT STARKE LAKE PROJECT NUME 9( CIVIL DESIGN GROUP DATE: 1 �- 12 - 12-90 A ADDED 5TA. *l6, & REVISED SUBBA5E INC. J. A.L . D. E. L. ENGINEERS • SURVEYORS • PLANNERSPAVING AND DRAINAGE SCALE: TYPICAL SWALE SECTION (i.AtLE Ft2otaT i2/o4/q0 A e►iIAOIAC-O ELEJ. @ 5WALE SE6-r100 � IZ.T•5. E.L• ORLANDO,. FLORIDA DETAI LS N tt�2i/qo �0IrIzA�Ev►slaNs 1Z -T sv.E: . .�. DATE REVISIONS DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: REVISED BY CHECKED BY IOCOEE. FLORIDA SHEET NO. �A OFa _ I I � . .. I - 1. - I - I I I I I I I . I I I . I `�: I I—, I I I I ." I .1 I I I I . , I - 11 . � I . I :. I . . I I I I I � I ,., . I - � . . I I . . I 1. , I I � . . I I � , � I I � . I I � I . I � . � I � � I I I I I I I . I I . I 11- . I 1. � - I .1 I , � 1. 1, -1 ... � � I I I . . I I I , I .. I ... I I �,�, 1 1, I - I 1. I � ,� � I GENkRAi; NOTES �'� � �'� '�, �"'�` ' - ,!I-'-':: - ' , � " .,. I I I - � I I I . I , I I 11 . .1 I 1. � I I I 11 I I I I � I 1. � � I . _�," :�,,,, , � t , . �� I . I I I - . I 11 . I I . � I I � I I I -1 � I , I �� ''I � 11 . I . I I . ;.; F I Inlet * , * I I . I �, 1, , . �_ I � .. ��: ;� , , , - , _" 11 I � I 1; � � 11 I - I I � I . I I I � I I . ,1 11 � . 'The finished grade Df, the Inief 4o"re - 16 " ,� I I � . - � 1 7 1 . - I I conforin with the finished cross ��' . I - � � ,. . , I , I I � � . I , � . . ' � -1. I and slope i � I I . . I I 11� I . I I � I : I I , I I . � Onlet-toplylbe 6 - , , " , � , I . I � . . I � . � I � I I . I I . � I � 1. .Fillet Each Back C6rn0r I I 1, . I � I grade of the proposed sid6i�oik,,f6h,��6"p�ar,*."&Y- , I � I I I I I � I - ,� � � I � . I �, � . .. � I . . '. . � 11, �, 11 . 'Required When Round - . i Symmetrical About f I I I . I . I slope and, I 11. . I I I I I . .- "' I , ,,, I: . . I I I 11 �, . I � . I I I I , , I I 1 . � I . . . : I I I I � I I . � I I . � � . I , I . , I � I I - I � �'. � . . I I - B Riser I I I I 11 I . � . 1 21 , I �� 10 f I., I I ''.. I . I I Bottom Or Ri5er.1iied-, I I , . . I � . .2. When inlets ore to be constructed on a curve. rbfer-lo,the plans to'ditermMe ,the radius I f Typ e A Or - . I I I , - , No.�S � I ; -01. i m . I _15_ . , , J, ; , 9 - i I I . I I I � . . 11,11. i I � I 11 � . : and, where necessary. modify ,file inlet details accardirig)y. Bend steel when necesiary.' I I I � I I 1- , , I . - i ,; �i 11 I .1 I I 0 ", ., 12� 1 1 A I I I I 1.11 � . I I . _ ,, I ,, .� I I I 11 .1,- . I I I Gf v Ctrs. . � 61. . � No. 4 Tot, ,,Bars, 1 1 1 � . , 11: . �� [_ 1. . I I I f , , , I - I ,, I I I I - I I � I . . I I I . I f 6" , 6 , I . I - I I � I I I � I Pt : I , - , . "'mintriumi payer urffess� oth rwise ,shown. Inlet, tops slid//. . f Type A Or 6 Riser _i,4_ , . I 1 94 Q 6" O.C. I I � I e I _1 ,, --,,-No. 4'8 1 1 1 , � . I 1, I - P \ i .. I � � . 9." -1 I � � I I 11 1� I � . . I I __� (Provide Horiz. , attain Bars - 1 � I [ 7 . � . I . i' All reinforcing steel that( have ,/:; I , Hook Or, Throot �. 6' ! �, 6' � 1 6" � I 1 ,� Slope .To Match Adjacent Curb With 2", Top Radius #5 0 15"�olc. . I . � j � I � � I I : I be either cost -in -place. or precast concrete, I . I '', I I I I I I I I . 91, 1 1 ,� -1 - - 1 9 1 ., 11 � �,4 . i*4 .. End 0, I up Bor , ,�,: � , - � � I . � � I I � _ , � � � I � I � ,6. i; 11 - �' TT�� - I I I � 4 : Precasting of this inlet too will be p I ermitted. I I I Precostimit I s shall canto I raf to the dimensions I I -, OP I I ; I- _ , 11 . . - . � . I � i i i �� 99 . , I I/ And I Bottomcchomfer Or 11,'Radlus I � ,. 1 9 � i I � If b 9 *4 Ho I # _*1 __ r_ I :1 il -7 * I , . �;,` I I .U,-/ 1 9 .91 1 � � � 9 `.:_ . . I i-L;L, - . . - , 6' Or 9' -I- , : � 9 N1 . � I -:4j , , � 1 4 -1 INd ;= 8 I shown or in accordance with approvedshtf,b drawings. Request for shop drawing dppro�V;O'l I ) Bar (Arc) Same Size As I � I f-- - i Gutter b , , , ! I ,,_ I I I I ;�i �1 I , 1 f4, ; " "r �' :�, : 1'� I 1 1 9 1 � I I � I I 08 Bars 7' III Stab Reinforceme I. I -, - . 9 1 91 - -4 'i -Line i I k I shollbe directed to the State Drainage Engineer. I., \ " � I I . ; ' ' ' � : �_ - - � I I I � ,. " � I � . � I . . 9 .q . � I I - -1 Required Except When - - I - J -0 I . � 1. !,! -4- - I I 5 `J 0 - . I i I I.' L __, - " - --7:_r) i �,)j -,,: F Inlet 5. Co crete meeting- the requirements of A.S. T.M. C 475 14,000 P.S.I. ) may,be Replaced By Peripheral --- - _12 --- I , L used In lieu L1.11 I 11� I I - -A" S-=:; . I : I 1� I � I . of"Closs I concrete for precast units. manufactured in plants villichore under the Standard ' 9 . . � \_;�/ K - Reinforcement � - - 1 5 � I 11 " 9 1 c I ', � I . : f I I I - ' ! : . : I i [ � - , I - - ___ - I , I 1 9 .1 ' -I- I . - I I , , - I D : . 9 . : I I I 11 � , !", I � I ;, . Operating Procedures for the inspection of precast drainage products. , 91! 1, � - - - - I -T , �6� � Fn � Q9, � - . , 9 .!! 8 I *_�_ 11 I N I I � . � " 1; � K , I I Z;- . � - ! - \ i - � iz __ I'll � % ; �_ � 7 - J', - I � - - --i'' I i 6. The corner fillets shown for rectiongular throats are necessary only when throats ore to be , I � V � � I'll I � ", ===n,'�' 06 Bars 9 8 ,�. 9 No. 4 Bars :1 i , �, I , =-M-7 I I - - - - %t I I 1 - 9 1 � , L_ P - 1 7- , � 9 : used in conjunction with circular infet.bothoms or when U I sed on skew with rectangular � .. I Fillet Eojh Corner--- I All Around .- 0 6" Ctrs � I P . i � I I : . I -1 - . �:_ TOP AND FLOOR.SLAB TABLE - TYPE J 1, � . �� 11 - ALT. A I.D. ALT. B I I MAX. WIDTH I LENGTH SLAB LEL,00 To OA, WAIfLESM THICKNESS --,-,,-7 MOT REINFORCING , , TOP & FLOOR SLABS - 1 r6l 3'-6'; 1 Unlimited _ 8' . 2' 1 2.9 I ' . 6 G, 6' CTRS. B.W. I . 4'-D' Unlimited 8- , 2' 1 25' 06 G, & CTRS. PA . 1. 5'.0. � 6'.0. - 10 ". 2' 27' *7 Q 6" CTRS. B.W. 1 -_ 4-4- 5,-O,. 6,-O" 6' 2' 20' ,*6 Go 6' CTRS. B.W. 61 61-01 61.01, 10. 2' 25' O7 9 6' CTRS. B;W, 7 �qral _61:6� * . i? 1i � I . . ; . n t� I 1 5:-O. 1 6, 0: -U � 7'-O' 10- 2' 25' *7 G) 4 "CTRS. B. W. ;�l 1. I 6' - 0 � -0- 8H =51.0. .8'.0. ff 01 to. 21 I IS I ,I 1 Or 6, 4p "CTRS. B.W. I _ I.; I r- . � I I I . , I 1. 1. I I - - Larger Boxes Require Special Design Details I , I . I I - . � � I � . I I . I . � � I . I � - � I � . I I I - I I - I . ''�'. I 1 4. � � , . I .1 � I I . � I - - I I . I . . � , - I I I 1. I � - I I T 'I I I .I. I t�- � �" . I I � 5'-5- � 11 � . . .. I ; . I I . I Zrl I qla. 45 M, 1015.0�1104-,q 1. I . � I � . . . . I 2 � 1 4' zo- - - 24' 21 7 io i 21" : 1 -_ 4-4- 1 24, � � I I ; I , - frit2 �J' a;-., I I I 1 �. i i - I � � I I 2. Ab dr&WAVs. Afraxills, or side dfOfns ore to 00 00"111081 wIlIVA cAOV~kn rot materials from me armr excqo for reAlecacmal? of ,Wrors$ or dw011-S. RAIAMIS, . I I andlor side Olathe mixth,V at me new Of bAllar,1110 Of r&VWWaffltrtXlkft old if destred IV rho &&nor. All new of reconstnicted drilfftwS.Aurlio'cls. . I I � 1, r . . - . � � I I * . i? 1i � I . . ; . n t� I - I I -_ . I . I . I � I � I I I I � � I I I � , I . � �d �� c, i I " I ;�l 1. I . 8 , � � ;� " I . , , in � E I ! I 1. � I I . � I I I . , I 1. 1. I I - 1 _: '. 1 . R � j-- . .e 1� i � I . . I 13. In ruraorem whore Owning proptrti ( . D4wrI00W wILICAWAC? Or -1110001V the =*,�,= a . Zxia. Of fto 2,r(cft" 1. for 2 -F*q, ). fto (Ciass Ear LIZ. I - &W ) or- , Z � � See General Note No. 9 - � - LL � � , �i , - I .� ... � . I I I I "� .1 �, " . - 'i _- I I � PLAN I � I . . . - .1 � . I .� L FQ e I I . 06 Bars . I 11 I All Arou . % n f � '4. " � e , � 4 .§ 4: ", 9 C"0114 �- , a 3'-4- " :? i_e , � i 1 Z' -O" � I � 5i, . r�i - t -�: _.- t �� ,� � - . '-5- �' 1. . 54. 5 I _ 5. I I .-, _o CL C, 6 9 1 E Z � Z �-, "E � � .Qz- ki I I 1 8 -i � cc �9 , I I . - � t o 7� ,; C a v, Z �: `Z; I � Z -� Z -c !i 6 "4 2'97� � _v 4 I . , I _�_ qnve T. I I A 2' Cl. T - T �- Eye &off 't �.� 4'-I' I -H t 1�_. , � 11 � 11 1 r Grote 1 I "'i . - _T . fU . I 1, - U � I � I � - e poxes. . I I I .11 . � I I ': . . I I I I , ; . -S ,� - _r � � C.� '�t See Index M \ I M :1Z � - 1�[ � ' f i � i � L- A i '-i I I I � I I I I TOP SLAB REINFORCING STEEL DIAGRAM ,-:�", f -� CL A. I -I,- -, . , _-, 2, U I l. '?, cl. . .4 __.,- Corfie,.F,Ilef (See Note 4.) . . � I . _% � I -.14 I Eye Bolt , , I ; : , '�' , �.R � C - � \�l , I - Ln I � - ! I 1 3 51-01. 3. TOP SLAB REINFORCING STEEL DIAGRAM I � , See Index 201 I:Z� . � i _.!� 1611i 16- -6" 16-1 7. For inlet bottoms see Index No. 200.1 1 � . I . I . . I -I ". 1. . . lb .42 C I �_Vov% c- � I I I :. - �. � 1. a No. 4 Diag. Bars . .1 . - _ F� � � � i �Lz I � 11 I 4z, � I � �_C�Mt�_Q�9 �il it I -. �� I I � I . I I - � Q -----P -No. 4,G) 6" Ctrs. Horiz. I _1� � I rd curb and gutter Type E and Type F. q t�� I , . I _: " . I q Ca CL ' , . � ,O,_C11 i 1 ,8. These Inlet tops are designed for use with slando, I . �� , . � 8� ., 'H"Zitit �:�'ff Bars 9 I . ' -4 Bars . : � I- 1 =4 , I � I t . - � 1; -2:� �p 6 I ., _V_=�Tl� : �� rs. � I - � I I -1 I - . I I I I I I , 0 1 to 1 4 � Chamfer ' I ' i I � Locate outside of pedestrian crosswalk where. praCtIchie' 1 �2 � . I I 0 , 2� - � t 11"I 1 I I I I I � V _U Z..& � g 6. -No. 4 9 8" Ctrs. Vert. , 11. �, I "I 11 I � 11 I I I . I (t ,a I - . . . 1. k, 8 e- Z X-6- 1 - I 11 'Z I � I I I - � . I . I . � 't I � r4 . . -� 1 6- 3'-6- 1 1 1 - TOP VIEW I I . . � I 1 - - =.-- , QL:-- I 1 I I I . 19. See Index 201 for supplemental details, - � .1 . . . I I I I I 11 I I � � � . � I I I � '� I Z- -_ i . -_ lt I rz SECTION �i .. . . Cc �11 � f Box Or Riser I I I I � � -a, ; , I ,� . :9 ., Inle I -C 3'-6- It It Z, 6 i% .: PLAN - _� 7 � I --- I _�, - I I �. �_ f I � . 10, All steel used for frame and cover sholl"imeet the requirements of ASTM'A -36. . -� � ,t� i� � � � 31-6- (Typ.), I lt Z 2 - U, I TYPE C . I I _____ I I "". � I . t, . I - 1. I I � I L� � ZVI . � Z:� mer F I ilfet - I SECTION I SECTION AA I I Required - .. 0 Non -Reinforced 2-06 � V-0 wall -18' Pipe , I � I I - *6 Bars I --- . .1 I I � . I . . . i As Curb & Gutter', I rc � ` , . I 1 -�2 ic� � M Concrete Or All Around 1, . : Recom aW Marhmm,fte Size: ! I � - I I i I castings in accordance with ASTM A-48. . . � " .!T - -41-0 Hooks 06 Bars �' I '_ I . , - . �8, it __11 I � , �, �� -f -24" Pipe e I � � � � . I I I . I .. � , L , ed 3. 6. 1 1 1 - . .1 I 8' Brick Or - Co . I (Steel Cover Shown J I . To Be Paid For � Limits Of Inlet Construction I - /I. Either cost iron covers or steel covers may be nsed. Iron covers shall be Class No. 30 C g I _ , � Hooks Requir I 11 P � � I ,� Recommenled Maxinxim pipe Sue, TYPE D I � . I � �T' 2!u_'rM0,'dG_2Otr,r I I 'S. :�i * , , \ 61, , _1 . *1 cr- - . - 3' Wall I I . i ; I - . It � r I � _ -\*, ,\I - �r � * 7; . . C 1 6" Reinforced I I . � I - . . , , �3 ,�i I - F.L.-Of Gutter --� . I 11 *1 ��, I U i I o0i ) . 3'-I' Wall -24' Pipe - I � I i 12. When Alternate "G" Cover is specified in plans either the cost ;ran cover I i� ,, - , .. 11 \� ; � � �, I Z .2 .1 Concrete '6� .i! - - - - - !'- .!! . I __ _3 1, - I �_l � I I -11 - I I I I Is I . I .. **_� i- '\ - 6- Z Z 11 1 4 . '-/" wall -36, Pipe I i U I I I . - 10 - I I - - � 'J )l I N -A V %. I 7t; , -2 - , - , 2 1 � 11 i I I . and golyanized steel frame or the the golvOniZed steel Cover and frame must � " . - I -.0. unless uthel"W'se bwwh , � Z - q�, .2 _� �� . . � i i P-6- �. . I - �214.� I 16 .�� ge I'S 1 3'-G' Or .% :% ; % . I I I..., .1 I . I I I 11 I I I � - I . 11 *1 8 1 6'-O".7'or 5'D;a. -In PI -8' Concrete-, 1-1,C1. t _� � - -6- tn Lq 1E 11 "', I I I I I I I - . .be-i�ied. covers are to be grouted in accordance with the grouting detail . I I I _ a" Brick Or Concrete I"C/ _�,_ - 4 -'-',2 Q. � ,; � 1 3' Z1, zl .14 I I I , . �. ,� " I ; I � ! I - - - - - ! � I I * - . �2 -I 6. I - , � - - __t� � . , - :S ,� One Cage 04 0 IZ" Chr.q. -.� . 4'-O" Olo. � V, - :, - - '� -C ZE , .� , . I I ,� . . /1' � I I ...,- I shown on sheet 2 of 2, in lieu at lack welding. I I ': 1, .CZ I &,V . I , - , � - -�2 ,� �E co 14 , 14'cl.. � �� I � 2, 31* 1 11 1�', ; . 1. � 11 . I 4�-4' �, , . . in P, . - , , , , -, , 2, c', S � . "L . I 1 " � il: t I I to 4�4) , - - , 7�� 11 � Q - , ,I �1111 I � eed L " , ,_`O��i �r_ I I I I � I I? 4! . � - � -� -- I - � I I I I I - , I ;; -_ I � I � �: a ll! -i! I I . . I F I I , I �$! Concrete Wolf 1 4`4 Bars " I `� I - it ,7- I I I I '' . ,� One Cage 05 0 12" Ctrs. � #4 Bars Gk 12' Ctrs., 3* -6' Unless �g t - , , 4 . LV. -I �.: - CZ) .? -� . . - I \ �,l . I --------I I rbl (Type- J, , , _; , , �, � Both Ways In Center 4 Of - Both Ways In Center 4 Of ' I . I ; I— / I I :E � ! I irx ,2 - -;' 2 � I � 11 I . I ___T . . 13. Inlet to. be paid for under the contract Unit price for Inlets I Cu - ,�, :� �91 f , I I N Otherwise "� i & fx ,�- -'�? 2 i; q; �- - 7 f I . I I ! . I g, � t I I . G012, Ctrs � � *_ i; �* fill I I I I � Concrete Wall - . , - '� , __1 ,q i"' � . . � ,,yerf. . I i Each. Pay Item No. 425 -1 -oob. -P :9. , , I , V � I tu I I I I j -- I Shown In � �. �2 � (Z 4 - rz '�' �! '- ,Z Both Ways. N ,� a! I � I I .... , , . -0. I : 3'-O' 10 � -S S.� . .- . . � � P :114 . - + J. "I-0. i 2'-6- . 0 ,� . � a I - t .2 49 .,2 . . i a � � . - I _ I . I . I -1 I I . - t I � �� %, � 3� V I � - 04 Bars G) 6' Ctrs. . 11 plan5' - 1, 9 -1 , ��.� I ", I , .� . . - .!2 'Zi co - 'O Q: ca - _U N :* 'R �� - - i . !"; I I I _ Gutter Transition . . . ,, I Horiz. !! I CO , - _ -1 0 :Z: J I . , i rc M � :� I i , _- � : I I to -le, -T."I'lion � I . 0, - A 9�� t; ; I � I . :t C � -9 1� k . I � / � . �, ! . -S � f0 E_ � Q . . I - i I - - 4! k I 1 a e8 1 I . I I . I ,!� I - -C)- I I . * . . I � . a , B - 1, Q, ;2 :C: _L - Q � - C.01 im �J I � . I 1. _L I I . SECTION BB . . tki�� 1. � - I . 11 - . � I . . - i� 1. K 1� :% I I I - . . - **_� **-' 161 1 s I (, i 91 . I I I! I I I I I I � I I I I . TM ** � Z �_ -1 -Ong I � . � I I I (Curb Inlet Top Type 6 Symmetrical With Left Half) . I I 11 � I *1 . '-** **_.�� - 04 Bars 0 9' Ctrs. .�/ I - I - I I I �� N . I I . I I I . �** * ** .-T \,-**-4�* �** *1 *4 Bars 9 9" Ctrs. Both Ways. I I I I _ , I I I , -%-. I . INLET TYPE 5 . � I I I I � I I . I � Both Ways. I I TYPE C � TYPE D . 12 1 � I I I I ALTERNATE.A I ALTERNATE B Straight Bars Z'x f . Straight Bars 2'x;f - � I 1 I � . le, I . � . I � I 11 I . I . I I I . � . � - . I 1. I I 11 . I ALTERNATE A ALTERNATE B I I I Reticulibe Bars I 4'. if Refloullne Bars !4'x f � . � I 4 -RI -I I I I I I I I � I I *See Slab Table I I Bonds I J'x -,I' I I Bands IJ',4' . . I � -Ir WWTi T�IiERVIOPLA`511C STRIPE (TV) . . � I I . � 11 � I ". , � ;, " I . Approx. Weight 100 Lbs. Avorof Weight 180 Lbs. I I I � . ,,'� �: I . 'TYPE P , !" � I I I I I I **Peripheral Bars Or Straight End Embedments, May Be Used In Lieu Of . I 11 . � : Intermediate Bars -'-' I. � . I Z - . I I _1 I . �, � I � I I I TYPE .1 '- - - r, -I - - - et3 Of 6 . I .., I �.1 , . - . I 11 I � . (Discontinued When I Space Between Adjacent I I . - Longitudinal Closer . I . . i � 1. Than 6" Centers I , ; I � I � . �: . I SECTION PP i I � I I I I i - ;I_ � -7 ;� - i� ,It ;& , : � il - , - i - -]F- 7-� . 1 = I I � 1 8 � I � . I I I I I . 5 dord Hooks. In - ce e - ex . , a . I I � . : I - I . � .. I � � . I I I I I I I I I 1. I - I . � 1�', � NOTICE.- Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic is Ant7cipated. I I I I . I I . I . FOP INLETS. MANHOLES AND JUNCTION BOXES FOR INLETS, MANHOLES AND JUNCTION BOXES .-17 .. I 1 I . I I . . . 1. I I I - I I � I I I STEEL GRATES .. 1. . - I � I � I I , I . 1 .. , I � I I � . I . I 1. . , � ". . � � I . GENERAL NOTES I I , I . 1-1 . I I . I . I . I I I I I I i 11 . I I . � � � I I .1 I I I . I I .1 ., � . - . � . I I I � I . . : � . I I I I . I I I h . =101' . � � . I I I PC. . k? C. . I 1. wails of circular kiiialfures I Alternate A) constructed In place My be 5.' Structure bottoms types J_ and P,_�hoy, be used in Conjunction with curb Inlet 9. The carper fillets shown are necessary for rec gular structures used wit c I . I - I 1, � 11 1,-6" .i I I - . I of non-reinfored concrete or brick,dr,fo,irlitorced concrele:'Pre6a.st and ' :-1 tops Types 1. 2. J. 4. 5, 6. 9, onlffl);�rid any manhole or junction box unless risers and hilet throats and used on, skew with rectangular risers, Inlet and i�fef I GENERAL NOTES ...... �' I I )! i I Vilerwise shown In, -the plans or other standard drawings. Stricture bottoms I throats. Fillets will be required In the lower end of the Alf. 8 'riser when -used I I. These inlets are suitable for bicycle and pedestrian areas and am to be used In offthes. - i � I i6fdriplar structures (Atternate'B) shall be constructed ofiroinforced I _. � _J ------ F, - zi,,� I I . � concrete only. . 11 I I . r � - I � O;Y"pe J,.Alt, B may be used in conjunction with curb Inlet Types 7 & 8. or . with the Alt. A box. I I I I � I medians and other oreas stiblect to Infrewent traffic looding; Ud I are I I . 11 - I , . I I . . I � I -t to any heavy wheel loodS7 I I I : -,W. �. t. � - _ � I I I I" :1� .., r, I . .1.1 . . 1-1 I I any ditch bottom inlet unless otherwise shown in Me plans or other standard I I : . in areas siltic, � I . . I I I I I � � ;-_ " ?C. .._-WI-1 , . I I drawings, � �, I I ,� . 10. Inte I f1hrocts, riser or manhole tops s I hall be secured to structures as shown on I 1 2. inlets subject to minimal detris ShOlild be ConsiniCted Wiltad Slots. Where debris Is a I I I CO - I I � . ' 11 I I . The Gutterc:) :. - � I . I 2. Wall thickness and reinforcement are for either reinforced Cost � Ifi-place , , " I 1 . � Index No. 201. k � problem initIsLshould be consinicted, with slots. Stoned inlets located within roadway I � I I I - I 0 prews concrete units except that e7sl circular units may be, furnished y � I . I clear zones In areas accessible, to pedestrians Shall hove traversable slots. The - I I I 1 6 Grod� ---_-,, - - t1'. � I NOTE:go? SIGm 5iAALL BE LDCATIDAN PAr S T.M. C-478 (up to W-`dfaffiefer) 6. Rectangular structures mo be rotated �rs directed.by the Engineer in order � � I I I I I I . � - r -76, Closs JZr. B Wall, modified where the elliptical steel cage to focilitat connections between the structure walls onli.stom sewer pipes. traversable slot modification Is hot adoptable 10 iniet Type H. Slots may be constnicted � I .. i - -1 - - I ... I—— 11 I 1. � - .. I - I I . �. I _. - - - ,_ _. ___-, _. --- ___ _ __ _ _ " , __ _. - , I � 1. Ith walls in accordance, With either . - I I � � I - I � ACCORDANCE WlTq F.D.O.T WDLK NIL� or A.S. T.M. C ' ,e . it. Structures with depth$ over Wore to be checked for flootatioll by designer of' at either or both ends as ~ on plans. I . . I 1 ;I ,, - I I I � . . � - . � 11302. . I area Is placed in the center ofie�ffiirxi of Me wall. . , , � I I � I 1 .. � t I project drainage. I I . � 11 11 � � - I I I . I . I I I .. I P DETAIL � � . 11 I I - I I � 1 5LE 691 Z of it fow 51GH & 6TOP ., I I I � . � 1 .1- 1 . 7. Except when Act hooks are specifically'recalred, embedment hooks in Me � I I J. Steel oriates are to be, used on oil Inlets- where bicycle traffic is anticipated. Steel grates � , . I - . I - I TYPE 5.9 6 CURB INLET TO 1. I . I I . I .1. . I I � ,-E.O. P. BAR PLACEMENT. I � I I J. 'Top and floor slab thickness, and reltifftement are for all types of , , top and bottath slabis play be replaced with, ,straight embedments or peripheral 12. Larger Man specified standard units may be substituted at the contractors option are to be used on all Inlets with traversable Slots. Either cast iron Or steel grotes my be, - I �, Inforcement detail shown under wh used on Inlets w;nwt slots where bicycle traffic is not anticipated. Either cast or , I I � ____ I . . I construction. Top and floor slabs for Typivi units shall be of Class Z I 11 ,reinforcement in accordance with the ret en these units will not couse� or increase the severity of utifity conflicts. Such . I I I- I � , concrete. Concrete as sPecifitil In A.S.T.M. C-478 (4006 psi) moy be 'Rebor Straight End Embedment Or Peripheral Reinforcement In Lieu of Act � � larger units, shall be furnished of no additional cost to the Department. Larger � steel grates may be used on all Inlets with non -traversable slots. Subject to the selection I I . . .FDOT INDEX 211- 1 1 , used lieu of Class land Class Hconcrete in precast Items mamurcictured 0 Alternate A units cannot replace Alternate B units without approval of the . I I . . � . I Standard Hooks For Top And Bottom Slabs', Index No. 201, Sh et 3 of 6. . described above. when Alternate 6 grate is specified In the of=, either M& steel prollet , , �. I I . I I . in plants which are under'Me 'Standard Operating Procedures' for Me . I I � Engineer. Thi's note applies to this Index only. hot dipped gotmized after fabrication. or the Cost Iran "a ow be used, unless ft �. I . I , SECTION 00 � I I inspection of precast drainage products. .. , , , I I . plans si;W10te the particular tot. � I I I I I I . . I I - ." . I � � . I I � I I . I 11 - I . 11- � . .1 I I ,� I I . B. All steel bars shall have /:,r* m1nimum I cover unless'otherwIse shown. Horizontal � I I I I , . I I I i . I I I I I I . I 11 . I -, � I . . I . I I I � ��. 11 I � � I . - I I I steel in rectangular structures shall be lopped a miril.mum of 24 bar diameters , 13. For manhole and junction box tops. for frames and covers, and, for supplementary . 4. Recommended mxhwm plot sizes shown are for concrete pipe. Pipe sizes larger Mon , .�! I I I I � 4. Reinforcemen is based on Grade 40. � Grade 60 or welded wire fob , at corners. details see index No. 201. 1 those recommended most be checied for fit. I I 11 , . I � I � I I I . I , ric 11 11.1 � I I I I I I � . I I I I I either smooth or deformed, may be used as permitted by Note 4. Index . I I � I � I I . I I I I . . � - I I � I . I . I � I I I . 20/. Sheet 4'of 6. .1 . I .. �� I .1.1 I - - . � . , . . � 5, All exposed corner$ and ftVel of concrete are to be chamiered J' . . - wl I I I . I - � I � -1. I I I I I I I . 1. I . � I � , *TYPICAL SIGNING AND STRIPING DETAIL I.". - . I � , "!: � , "� � , , ,. - � . - , 1. , � z, " ': I I . � .. - 11 - 1. . I I I I I . . I ' I � � � I . . I I , I I _ �111 - I .. - - I ' I I I ',.i__'�� ,.� I I I I I I I � I � _:,.,�, 'I'll'; , �indef$ wfth'mft :, � ..., . I I ,� -1 - I ''I I . I I . Ir .. �, ,TYPE J. P STRUCTURE BOTTOM DETAIL - . 1 6. Pa4ment to be used an Iftletswithoul' slots OW -trovirsawei slots oftly : I , I . I I I � . . I I 11 I when called for in the ohms, wt required on iill traversable 51014ritelS. Cast, to be � r I I I I . I I � Inlefl:Type 2 SymmetrittlAbout,f I -_ I � I I I . -ties shown are for In Y . I I I lftil� . . � I I I � - I 11 "I I . - - At" : I Included in contract unit price , for Inlets, axnh � I formation oal . I 1 14 . . ,� I . . " I I I . - I I � � I I . I - � . I I I I � I .� � I I IFDOT ,INDEX 2w � ,' I - 4-5 ,,. - � . � :, . 11 . 'r � I I I I - 1. I I , I I � : ;, , . � *1 �. � I � . I I 01 � � I I I - I I I I- 7. Traversable slots consOncted In existing inlets stdilbe paid for as Inlets part I. , 11 1. � � i I I .11 I I I I ", I I i I . 0 I I I 1� I . . . I I /..!N I . I I I � I I I . . I . - � I "" I I - I I � I . � � � , 0 0`�*ID . I \[\- A . .� I I . � . . I OW shall inckidt the, cost for Slot Openings. paving and'any required repimemen I ! , votills. I , , I I � . � C I I /01 I . 1 5:! ! . � I I I I . I . , . I - I . . I I . � r ,1 � 5 ,�� - I . I 11 ; , - I I . I I I :1 11 __ C I � I __�� I � I 1 . I I 11 I I - � � I I I I I I I _,_: . - . I 11 I . I .' '_6 r I . , I I - I I '. I I , I I I 1. : , � I I � :11 � , . I I , I I � � 8. SoWing to be used an all lnlets not I located In paved I 0 1 re I as and � p I old taro . nder calhir I od . ,� '. I . I I , . I I � W__1 , ,� I . � I I . I � I � .1 I I - - . I , , 11 il-G. I IG 1 G 3'-6 1 "I � � I I I . �, I " � I I -1 I . � Ale 1/1"hVIVA" . I � � itilf price for Soddinv SY. : � I I 11 ., �1_ I I .11"', . I I I I I - _� _ _ --I ...... � � Slope . I � � I . � 11 , 'Dia. Cover _ I I . I I I � 'I, � I �'. . I . , i 91, . . ,, ";, I , I I �1. , I I � I I , I 11 I � -1 I 1, � � � .1 . 11 I � � ; I I . I � I I I . I I . � . - I � .1 I 1� 11 I . .. I � . D orSpqn[D orSPan , . . I I I I I . . -OR I ,V ........ � I I . , ' �3- 4_7 - I . I �K .,�__ , 2 � I C I .1 I I . �, . � 21-04 Bar I I Transition . � 11 GENERAL NOTES �' I , I I I I I S/MR& R &R,m(rop) - I . I - . I I � -1 . � I., . I I + - I 1%. - ,�_.__:F. �__ � -1, I ? . . /77 1 . 9. For Awlementary details. see most No. . � - . I 'I- .�� :,� , 11 'I I . ''. I . - I I � I . I I I I I I -6- � , I -"- ll inlet � , I I , - I I I � - � . ,� I I � . . � :, p I I I 11 I I I � I I . . � _ A . I I A101PROY40 . I r. I � � "": L, 4, , . - I I , I a6i slope , I I I I � I . � I See Stab Relfriho I .., �, , 1 �5 1 . � I I I I . �� I I I . ,� I I � 11 I I � I I . . - . , - I - I .. . I I A � . I ,� r � 11 . I 9 � '. . � � I . , .. I . .. D or'Spon . I . �, I I I I I . I . ff . I I I I 1. Detail This Sheet. I I "Y" 1, � I I I I I A I I I I � � 4924114.4 . � . ./ � - I �, -1 I . - �, 1: I , I ''.., � _'__.,� I I . I � . � i . I . ! I I I I I. Endwoll dimensions, locations and posiffifins are � for � - -, I I I I � I � � � � . I I I I I . . I Control Line ( Clear Zone Limit ) ,, r � . . . I I- 6 . , , I I I I 11-. . I .* 8" a 9, " �S, I r . I . . - I I i � � - I I I I I � � I I Ti �_ I I . round and elliptical concrete pipe and for,rourid. . : � I B * , . 11 _:��, I I B 1. , I I . - � AL4 I - I - I � '. DITCH B PiTTOM INLETS C" "D' � . I , I - � �i I I - I Independent Of Front Slope) I I I � I I I I � . . r I � � I i- :_ � 1 � : I I lo I - , . i I I I I - ""F " I I and pipe -orch corrugated metal pipe. Roureconcrite I - I I .. I I I I 1 _*6 Bars .% I I ,. . I- � � I I .- . � - - �, _ - _ I I I I . - I I I � � 11. I -_ P I I � . I �- . I I I W. - I � . . I I 1. I : � I � �� .11, L I L -_ zol I . :. I I I I I I I � I I I . I � - I pipe shown. I . 1. i I L� i , � � . I . I I I - " I I � - " , * 'Ir I . I � 177, I , I �, IE:7 - - - - - - I I , . I - - -_ -_ - - � I I I - I I I I . I I � , I NDEX 232 I . 11 I . I I I 1, - � . I I I - � � . I . r e 2. Front slope and ditch transitions ShOft,be In 00012rdahl � � I Post . . i � , ., I -1 11 � I . I I �� 11 � I I . ELI I � . . - 11 q FDOT I . � T � � I I . ..12 I : .r . � I � .. . I \ -.A � � . .:�r. �' . with Index No. 280. ' - . . I I '. I SuPoort ..", I I I � r 11 .. '15 I r I WeIR &V4e.___.1 1. I I .t I 11 ft I I I I I I . . � . I � . . End Of Pipe I 11 I . T � - : I I . I . � 'A . . I I - I . I I . � I I in place or precast concrete. I I I . -pp. som TIFF's ) � . � . I . - I - � 1�; I . . " � I I � , 11 - I . . I I ,. � , ) . 11 . � I (See Note 8; 3. Endwalls M be cost � � � / fl . (7 I I -, % � . . .1 ;� I - �_i , fSO.': , , � � 13! 1 1 1 L I I I , � I � . ,% �� I I 11 1 I L , . � _ '. .� � � , , ,_ , , %1 - �, �_ r. . I I- . ; I : , , -o . I � 0 � I � . � I I.. I ., - . � -_ � .� - . , I I I I I I _� , steel shall be Grades 40 or Additional I I - I , I I . I I � . I I . I I I I . I I I � I I I I . I . I I . , - � 1. % I I ,�',. ,� � 11 I ,r I :�, " I I 11 I It I � I I iij " 4' 1B , Reinforcing I 11 I I I I I I I . I - . I I I I I I ''I I I'll - .1 ro . � A's I � . I . . I � ,� _* , ,:',-,' � I , . �� . 1, " � I - -_ I 11 _1 , 4' � reinforcement necessary for handlin � . . I . . I . 4 eq � � I - I I . . , - � -1 . I I � 11 � I - +_ I \_ Const. Joint Permitted �5; 11 I I Control Point When , g precast units� I . I I I I I I I -A � - .j I � I . I . . I : Bars * - . I . . INO - � I . . I . I I . . " I I � 1, - I �,:,_ � : I . � I , . � - 7-C I shall be determined by the Contractor or the , I I I I I � , I I . I I : -, I I . : . *6 __ - k .. _TF_ I � I -A-. . . I I : I I . I I I 11 I I � I .1 1� I � . I � . _� I 1. I . ` I r, 1!1�f See End View Q1 , I , I . , . . I I . I . I . � . I � - . � � I . � LL. ,6 \, - - - Slobf Intercept � I ' - I I I � . I I I I I :_ , , I : i . . . . . - � � ", I', ., I supplier. Cosf_of reinforcement shall be MCA/dO In � I PLAN (INLET TYPE 0SYMMETRICAL ABOUT f ) , I 8.11; Of Curb --�::�� I � I I I 11 I . I I . I - I � . . . " I , , �, ." - �L I- I (Enlarged) , I Outside Clear Zone I I I I I I � _ I : � 4 1� 1 6' _ �� , I - I I I . 1, . p _�l I . _.. the contract unit price for concrete,( endwalls ). . . ; : I I � _ I I L I , L" I I . . � 1, I . I , , J ; ,, � � ... � I ,� � ": � I - . � I . I - � I I I I , . I . I I - I . � . I I I I I I � I -- i I I � . I I '. I � , I � .I.- :: ."�� 4 1 1 7, 1 L I I � I ` . I - � i I I I I . .... , . � I I � . I I �. I I I - � . I I r. I , . � I A .. I � I � I I I : . .1 I I I T - , �.'J . I . I � I , I I 11 1: � I .1 I *_ " , I , I . IL: " , � �, " ,,� . I I I .. .. . , I I � I I ,.`.,� I I , . I � I . . I I 1. I I I I ",� I � I . - L I I , , I . , , � I I I I I �, I I I , 1, � 11 I . '� . 1: ... 1: - -__,_ 1 ..'...�7,,-----,P�,. I ... I - _� ''..;, . I 4- ____ I I � 1,� ,_; _ . I I . I , ,;, I , I �;;� . I I I I � I I --- I , 4. Allexposed - . - - I � I ) I I . I FRONT VIEW - - I -_ I . L�atrfers; and edges of concrete are I � Face Of *6 Bars do 9' -"/,, , , L-A _' 5' 0 ConeWe SilMort POO * I -, I I ��:,.. : , ,,, .1 , , . I � � I . I I I � I - - - ____ �_ . r I I I i - I L I . � I .. I I I I I I .` . .... ,.::..., - I . I : -, - I .r . � I . I f ed J _ To 4 Limits of inlet Construction - � I -Tose Paid , , " * I : I I I... I ..-..,. - "' * '- , : i I , I I 1 1 � � ,, - i . � I 11 to be chum er . I _. I I . � � t, I � � 'INLETS TYPES IAND 3 I I I I �_ 11 � . - I �. I ".:.... . 1, I I I � '' L I . ., I . __ ___ - � I I . . � � I . . I - ,�i *": [;..,�::��... .. , L - 11. - , � I I . . .::::.- I � I � � , . � . � . I I ___ Be 'Paid t -1 I I I I I , I . I - - - ., .* - .1 1: . � - , I '' I I I I Const. Joint Permitted I 1 5. Concrete, meeting the requirem, I I . I I I I � or I . I � . � I I r. I I � ., ,� I I , � I A � .. ,, � .:. I....... .... ... , . I I , . I .__ For As C. & G. I I a, . I 1: I - . - .` ... 1 �' I I � I I I I . I .4 .,... . I . ...... .... - I I I 1. I . . 7. '''�' I I 1'. I , - ents of ASTM C -478 --- 1. . , F As C. & G. , . , ., I I . I I . . - I . � t 11". , � I , � : r , I - I I , � I I b. . ..... 'IV .1 .. ... .... . . �. I . 1: I � I . . : I (Keyway & Dowels Required- .1 . - . � I r I I . I , - � . " , !. .. ", . , :�_ I :�� t� I � �?� , � . , I I END VIE W 1 (4000 psi) may be used In lieu of Class I concrete F.C.'Of Gutter , , , I . rA I -9 I . - .. - �. -�, .. _ . . �i ,� . . I I I I . . I - � .1 64 I .1 , I I . I � I I I . � 1% I - I -1-.-'.-..1 � .... .1 ...."', I I r I I � :-. I 11 ..... -1.11 �__ % 1 2: _ ,� , . I I I I I I I . Vowels "4 Bars, 16" With . I .q q I S .1 . , a I I I - � I V . , ry , - - �,�-,-.- -...... *....."...", -__� 1, ; , , I : I I i I � - b , - I I , I :, , , . I I I I . � � I �, � . I A I I . I � I . � 4. . � J%_ .. i, ,.. ...... ., I ..., .. .. _. - . I I ! i - .- I � in precast items manufactured in plants which Ore a �=� Ili : 1, A I . 42t�..�.,-, -.. _-� ..-,-.%.--,-. A. I I �. - . I I k � � I I . I 1 9' Embedment G; 12' Ctrs - I � - . � � I I I � I I � .J . � '. , i� �. ... . �. . . . .. . .... I I . , ,_, I - -, : I - . I :: . I � 0 . I I I 1. I 1, 1 7 ,.. ........ ..... . its __.�� : , : , , �"_� , ,.. I �� I I I 0 - - . I - 11 I under the Standard Operating Procedures for the � _t - - I , - 6 Bars G 9' � I I -i' 41 , . ,: , I I . I - T , -I For Bar Grade And I , - zli , � . , � � ,�, r , . � " 'Q . . I ft .. .: �:,.%.-.` .... -:: *�% " ,. , �: :�� , . . I I � , � I i I .1 , I- � � I I - &L. . � � . b ...... �' �,.' 1, I , - STANDARD - � Z-1 � . . I � � � � 'k , �., .1 k " � � . 1. - - - - -1 I Payment See Note 3. ) � inspection of precast drainage Products . I I I I : : . . , : iL I , � qi- . I I I I . I I Q5 I I I � . � t I � , , . .. I I . . I i � . . ,� 11 . I � , - - , , I I . I I I � . F .1 ---,, __� I E , I 16T . I I . � I , . I . - � . I I . `Z I � I 1� � ."-.----.-.-.. �-y-,,,,.:�, I_' � I ,�,� �_ - I ,,:i I I I ....:......... . -.1.1.1... ��_ -:, , , � I I I �-q, I - I ..,�.-.-...'..... ....'..: ...., I " � . I , 6. On outfoll ditches with side slopes flatter than I i .I. I , I I I I I 11 . I I .1 - , I I * 06 am I � . , . I I',% � . ... . - I . I I I �: � I - . . � - _..'v; I I �� I I I I � � If I . ... ..... - " .. ..,.. :, � � :, � I � , M - .�- ,. . .'"... . I _.., - .. ,-.....:. . - - I I 4` . - - , 11 �. - I LOCA TION CONTROL . I I I . " � I � ." , I 1, : . � I I I I I -,., I t., . , ,....... a, I � \ � I I I .0 � I 11 I - . I ." I , � 14 , � , �; . -4 - , , _X, , L_ I provide 20'treAsitions from the endwall to Me flatter 3. 0. , J i , y I � 1 , :, " I I I . 0 � �:,�l I � I I . - 101.0. 0 � �, I I I I -a. 011MAZZ I I . r I -.,*-L- .1 ... .1 ` .'.. -, -T � , . . ., . I � . I . 6. .. ... .--.-. ...... I I - . I , � Ir. � I I I I I - -1 - L _ , , I I . �. L' I'll � I ; L� .- "', ............ . %�, � C �- 111� I I � :`.-.::..,:;, `.�: I Gutter . I . .-.- I I - I � , I ' L----------------------7-- I END VIEW (ENLARGED) I I side slopes, right of way permitting. . - � . I I _:��_ . - . -, , � % I ", I I I 4 - p I . I I � I; ._ .�. .. I I I �.. j , I � � . I I I I Gutter, I I - I I , � I I I I I I � I . . .-_..'..'.-.'.� fl. I � . � �, : �-,,, I � I . I . I I I I . . 2 PhOW I ..�.'. -.�.'.,.�.'_ . - �L . ;., . � I , � : , , I � I . 8.1 - .. ..,,-.....�-.,.o ....... - - I . � 11. 11 - , I I - . I � I . I � . � I I Trans. , , , I � I I � I e. � � I . . I . ....... .::. .- - . � , . , �� r:�,, '11 I � 1 7 TOP VIEW I � � 7. For sodding around endwalls see Index No. 281. . Trans. I I I . I I I I : � I � I . . I . I .. . ,_ , I , . '.�"'.".'%_".':,.".', " " I � I . 3,4-' 1 L I ; " � *.., . .. I . � I 11, I I -, 1 ,f7 � . I '� .. ... "....... ... .... I . " I Y -T-11 Nl\ /-I/- ... .- - � - 11 " , I I , , I V 11 � I , -7-�P._ , , ,, ,,*;� -- " . :',�:,. . I I- . I I , I 1. I I . . - ,; . -1 I I . . . I a � I � I e., �, . I Cl-, .1 .--.-..-...-;.1-.` ...'..,.... I , . �.�11 , ; ,�IL.' ..., I I I -or concrete quantities for endwal/S - I � I I - . .. . ..... I ..... . .,.-.�, j ;� , � I � I 8, Payment, I I I I � ,, - I I ��t I .... , �:, � . . . . I I I � I �i,� , 1� . - I I � I I I I - .... � . 11 � I I I � J � I I I I I I I . - I � ", - . , -'� 4 Z��:�.,.%� ,. L .1 : I , �, I � . . I I I I . I If. I I - - I t - I ,.. I . SECTION BB (INLET TYPE 2 SYMMETRICAL'ABWT 1) � �; I - , � � I I � I I I : . . � � � I -rskewed to file pipe shall be made on the following � I I . : : : � , = _6 off$ I I I 11 � � .. � . ''I I r � I � 1, I . I � I I � I I ,. I I L � I I , - . � , I I -1 a '"n I I - 6 NVeR&RAIv RAP&',�, . I I �. , �, -1 ; I � '' i 11 I . I � I I I - . I I I � I I . ,� . I I . 11 4' � -011 , I - r-6' , � I I . �, I 11 I . I I .. � I - " --- I I I � I -40S', a , Z �' . i: J. � � t 1__� . It �_�, , , :,� � � . - ,. r �: I -1 L ' � ' ,. I I I . 11, I 1, I � � I I I 11 . I ,- . . . 7 , 1, I I -**.\ , I -, - ... I " r I I'', I 11 ENDWAu DIMEN90NS (EXCLUSIVE OF MULTIPLE PIPE SPACING) I I basis: I I � � . I I I � 06 8ars,__,-fYT I I I I I :* :� 1� � 11 I � I I . Back'Of Curb, . I 11 . I .1 I .�� ,-& '' �', � I , W#11CAlt SPICCIAPICCAV ( "P. ) � � ; I I ". I.. ,. ., '.. - I'.- ..;!". I 1., �. '' --__4,_ , .: � : - , I : ; . I I . 11. I . 11 ,� Endwall Skew To Pipe I I 1 17- . � �,;'Q - &I I I I � I I � I . . -6 , ;,!L I , ! , - - , �_" �_ .1 I I if`-� I I . . I . I I I � I 11 I I r 11 I I 0. I 11 . . I I , 11 - I - � -- IL � I I I -_ --I - I I � -1 �', ---;I..- :1 $L " I � I t I - I ,�� I .� , . � � . -1 , O' to 5' . Use Tabulated Value �, I I i �� - .; . I " , I , �� ,; I _...., - I , . :, I : , . �. ' � L -.! a I , I I I . I . 1 14- S , _�, * , I - - � I I I - , . I �� 11 I . . I ; . . , . I �� - : . I a' I I .1 , I r _� I ,. 1 15. ,.� I . . 1, I , yete Support Post � I I ,) , - I � SIM � M . Sze . .1 �, � 11 I - I . I . I I - I Fact - �; �- - " ,- � - .1 1, I .11 . I . X 1 6' to /5* I . O; e ; . . � : , . 11 � � I ' . I - � 11 I I I r I . . . I _V. I I � L. - -, J � I I C, slll,At�p I �Lt��s�* I . -.1 " � , , , X - I � 16* to JO* . . . . 1= - I - - �j, I - I I \ . . _�_ I 11 . Ir � � L�, I � . ,� I i I . � ,. I I I - I � - I b I I I I I , "I I . . I --.;Z41': L I :. � , , '' . . I I - I I ly-S) - I I 11 45- 1 .1 I I I 11 I �. � 11.11 I . I I i . . � � I I � . �_ I . - - � - I . I . � - I I 1-11, � I 3/* rover I � I � I � � , I" � I I I - - - I �; . , I . 1. I I . - . 1, 1, ... 1, , � , 1� , , � 1� I � I �. � I I 1. I I 0 1 ; .. - I I � 1� / k\- - 11 I I I I � . I I I I I I � . I I (X -S -Seco I I � . . . I - ., � I " . 1: INLETS, TYPES 2 AND 4 % I "I . I : � - I- r I . I I __ I I , . I �9. Pipe length plan quarl shall be based an the I 1 ,5' 0 Concrete I 1, I I .1 . I - . I � ,� I I � � 1� I � . -_ I I I I r', � . , _:� I . I I I I i . ,��, I See Note . , � I I 11 I I . I I . I . . I (1NJ9,F.q,0fA1,V IN V. - LOT 111,1111111111r, tYl% A � I I I I -1 I . .. I I I I I , I I �� . I I . I . ..... .. I � I , I � .1 I I I : standard location No. 4 , _* support Post I I � I . ,_ I � � � -.1 �.. . � -- , .., 'j..1. ! � . � I 11 � I I . � � 1. I I . I I " I 1. I � L . I pipe end locations Shown in The - - I . � 1 SLAB REINFORCING . I L ------------.i 11 "I" I I . � 1. - - I . - ;.. � p :� I I I I . � I ,. I I I I I I I control end view. or lengths based on Special �� I r 2'-O' 1 1 " I I � I 'L I I - I I � ,� . I I I , - � I I �� . I I . " I . I . � �. I ,e I I Al I 11111A I XII�ql_ 10 S I REF. I I � I ,� � I, , , I _. I _. -�;Ai.a.,', ! . _ '"' I . - 11 I . I �, I � . I 11 __ � - I ,_.� � I � ; I , I I :, endwall locations wiled for In the plans. � - , I � . 11 - � I . 11 11 I j � 11" * I _1 . __ __ -...---------- z . . , - . � _� 1. "I 6* Can -- , I I 1 I I � . L � I � 11 I I I I . LL:L� . I I - libe Wed I . crete- 01 6 , .- I I , I - I . I I I I I . L . I I . . � I I 11 - I � .1 - I I � 10. P-ent far pipe in pipe Culverts ShO 81 Brick I I -11 3.6.- 1 6 . - ,, I � . I I GENERALNOTES , I I I � I . . � �. � .1 . I I -1 I �. I I I-, . I .1 .1 11 I . I - . I I I I � I � 1 - � . � , I I .� I . on plan quantities, adjusted for endwall locations . I I I I I - . I I . I - .1 I . . � I I . I I I � . � � I I - . I I I If . I �._ I - - I , FR � ONT��VIEW . I - I FRONT VIEW I subsequently established by the Engineer- , � � I I - DIMENSIONAL SECTION 11 I I - I I .. I I I I . 1. The flnished graft DWI slope of, the inlet toos� ate to , . L., 1: 1, I f . . . I I . I 11 I FRONT,--- VIEW '. - , i - I I. . �� . . . � I I I I � � � I � I Ith the finished *VS$ Slope and grade of the I . , � I I � . I . I I I . � I =.d I I I ; I I . I � � I I I . I it. Endvlalls to be paid for under Me contract unit, � I I - s;dewalk OvWor border. I I N. � . �� .1 . I I . I I - . - I . I 1 .7 1 1 � r. 3. I �1: 11 . . � .% 1, I 1. I , - I .5 - .f Interior , � r I I I I., . I 1, I C, I price for Class I Concrete (Endwalls), Cy, Pay Item I � I . INLET,S_.,, TYPES. 1AND- -2 � . I I . I . I 2. Wh I en inlets are to be Constructed On a curve. refer to the � I I � f Outside - - � I-- Pipe I Tia. ) ' , � � I J, 1. - No. 400-1-2. 1 1 � . . I . � I - I .- . - I I I I I to determine the radius and. where hec9$3brY. modify I I I � I .1 . I . I I � � 11 I 00%lef details 600011101171Y. Send steel when necessary. Pipe iryp.7� I I ; I - I � I I . - � . I I � � 11 r I I � 1. . I I I I , - - I � I . . . I I I . I I I . I � � � I I . I � ,� '" I . , I I . I I I . I . . - . I . . . I 1. I I 11 I I I .1 I � . . � I I - I . � � . i'; 3. All steel in inlet too Shull have 4 minimAlOver iihICSS 114"' ALIIXIMIN S10^V,F,q I I . I . I .1 I .. I � Location Reference Line I � I , I I I �1.1 � �. . . "I I I � .1 I I I I . . I I � , 1'. otherwise shown. Inlet tops shall be eltherlm, -in-plooe � . .. I I, I I . an Control Above) I � , /I / 11 - LEGEND ' L . I I . i I 1, If I � I . � . I I or precast concrete. . I I I 1 420 J4PP1?0 Ve,& 41602(1044 I I I I I � I I - ; . , ,:1, .. ,� (See Locati . 1. I . . ,I ,,- ", .1 �! I I I I . . 1 6 Bars Unless . - I I . - ". 1-1- _ _ - -1 -1 - - - I � - -_ I 1) - - - .. - � I I I . � I I , . I � I ___ 11 .. 11 �� - I - I . , . Otherwise Shown I 1 4. The rear wait portion of Intel too$ Type$ 1. 2. 3 & 4 may I . - I I � � I � I I I � I I , � � 1 *61 � 3- ' I I I be constructed with briclir. Dowels to top slab required. ,, . ..� I I I � , I � . I I . 1. � � ,/ 9. 1 1 1 1 1 . I I �_ a I I , � - I . I -------I- I I I � - S Center To Center ibe Spacing I I I � I I I I I I I 1 f__1�6 Bars 0 0' Ctrs; I - I . I . S. For supplemental details see Index No. ZOI. .. I I I rOP ,f/_ . (5 E 5 TAel L E ) . LZ I : I 1. - 0 Pipe Skew . �� Z I . - , , � Bdrs 6 , _ I I . I � , "-, __ P I I Ctrs. 1 6- 6- 9- 9- 1 : ,, , Y- - I . � 1 :14�P9 ___L� I I V , I I I ;rienslon At Face Of HeodwOlf � 11 � . 1: � I � I I � I � I I . . , I I 11 �� I I I 11 : I I I ln�:: . I 1. I I � X Centerline To Centerline D I - . I I , I � I I I I � I past will be acce0fdNe. . . . I �� I - I � 1. - I I . I , , 1, I I I . I I � . I I . I �. only round concrete, s4wrt I - I . � i - , � I I , . I . I I �W, - I I I "�' , I I I., . .1� I � I r., . I I I I., � 7. These inlets are to be used with Curb WW - . I 7, 5 EE _rA E5L E ) � � � -1. - , I I - I � I I 1 6 Bars I I - � Gatter riots E , . . � . I � .. - � . I I I I . ,� I I . I I I I I . I � I I L I . , I . 1. . I - L_�� I - y W4 q ,CZ. ( - I I � I , I � . I I I I � . I � - - - , 1. I I I I ; and F. Locate outside of pedestroin crosswalk where practical r I I I � I . , , �'� r . I , , I I �� , "I �. . . . . . 11 I I I . 1� . � I , � . - -� I ,, . . 7�, 1 1 . 1 '4 Bars I I � . - ., , P.A? . � I I I � r �` .,� -ture batiams See - 2M. � , I I . ., I . I . . . . . � I I � . � I TOP VIEW . I BBOrs , I I I I I r 11 - 1 8. For Silita ,Index No I "� I I � 11 I I I � I . G) a" Ctrs. , , I I � I I I � I TOP VIEW � I I I . I � Both ways I ''I I 1� I I I 1. I I . � � I 9. Inlet to be paid for under the contract Unit Price', for Inlets I I I I 1- . I I � . � I - � I I I I � I I "ill I I I � I I I 1 44 , -, 1 I . (curo) (Type -J. Each. Pay Item 1110.425-1�oob� � L I I I - L I I I . �iari� 9 8" Ctrs. , , � I . I I I I - r I � I I I . . I . I I . I I � I � . . . . - I . I , SKEWED PIPE I . I I I - 3'-6' Diameter � 1. I . I I I,- I I I . I . I ; I . I � . I ,� NORMAL PIPE .1 . 1, . I I � . I 111. � � � I .. � I I I I I I . L � .1 . 11 I 1, I I I � ., . . � I , I � I , I I ,,�, I . I I I , . I '. I I , I I I I � I I - , . � - � . , I . . I I . I . . �. I � I I I I I. . I ''I I I I .. I � I � I 11 I I � I I . I � I ,; � I I I , � - . -.1-1-1 I .. - -_ � , � . , - _ � . . I . . I - . I � . I I I STRAIGHT CONC. ENDWALL DETAIL'. I - �: REINFORCING I SECTION I _�_i .. - --1 � -,.-- -- -.. I * % I � � � I I I . I I I � .. . I . I ' ' -ION AA) C I . I I I 1; .� I I - I . I X-6",DIA. STRUCTURE 80,riok It SEV ,,, ,� " I I I _ � � I � � I I I 11 i I I .11 I ..�, I ". . - . r . . I I r 11, I TYPE 1, 2 CURB INLET TOP DETAIL , I '� I I FDOT INDEX 250 1 . . I I I .- . I . 1 . I � I I . I I . � I . . I . I I I - I I 1. I � I I . . . I .1 . . I .1 I I . . �, I �, . I � . I - � . I . .", I I I I I I I I I I . I I I .. I . . - � � I I I I .11 . 311irb TnmHka From Fug FDOT INDEX 2% 1 1 � � . I � - - 1, . '� �� "I .11 � .11. - I I 1. . . I � - I . I to O' Height At End Of Ali . I . . 11 . I � .1 � :,- I . . I I "' � I ,�.. I 11 I , :L .� I 1- I 11 Sq�.qt,t,y_��,? 4__�_j . I I I I I . 11 I 11 ":1 � I 1 � L ' � v I - I I I I I - : s � * -_ _' - - I I .. I I Curb And 0itter Constinic Ion I ., I I I , I . � � I . I I I � ' I D /as I � 7 jj� I I I � d! 511,40afft/le E.W *'htr* CffMdIV I I � 11 11 I .111", I I I '. . � 1� � - -:1 11 rivaow (Wildith Var I Joint At la Ctrs PIL ' I I . I I � - i I .1 I � I I ; , I I � to "� , Drkavq (Width vafleS I 1* ra Exisurg curb And Q01ar. , . ;L/W , I . � . I I I I 11 I I I . I , I :� � I I I . , lr I I - . Class r, 24'. Mo. , � I I I With Wairawk I � - , - I I I I I � I � I I I I � I I I I ��, 1. .� . 1 , * �, CWSZ,24,kox.i-w:y I � I joints I I . - am r, E'r mos. ", . I � �S_ . r 1. . I I .11 I � � I I I I 1. I I , � I I I . - : . , ,: � - - �fcana. Stk. I , t - , 48' CON � SwA. : Class.',IJ'Std. r Om Z, 24' W,. I - Wdy I vorlds k. I . I I I - -1 r . . .1 "I'll � I � . � . - 6' , I , , - I . I I I � � Max. 2 -we/ I I I I I I I . - I A, - , I . I � I . % . . I - . -----. . I ?-- � ClassI1,13-iflo. I 4rMm.2 'War f3'm1nj I I � I I 9. , I - -_ , 1 . I I 11 - I : . 1. 6' 1 '�, 1, ,. � I I I" - I I � � I . I - � I � I I . - . ve � AS AMAC-c?,lir AAVE I Me4T . . I I . - � I 1. -, '' 11 . - I ,� _ -7 7 � Z. -I I I . , I I I I r � I i .!i 11 ---� � I i -A �, I f joint i I I � I . , � � . � , , I � I i . I , . - � I I , . I I I I I f,rconc..Iwk� B I I I ,---SAME SLC. � � � I I I . I . - ( . I , - - I - I ..; -Z I � I � . I I I I . I I . .. �� , � I . , , 111 bothr � . .-*,: .. , . I I I I -Ae . . . I I r . � I 11 , , � 1 , - : .- I i - - I . * I r . I � , * , I I I I � I I , . - I - ., I I � . , .. I . , ,,�VE NT I . � . I I . I . I - I I I , .:, I I I , , " , .. , , I I 11 � �-/l �-' . .. I � . � I.. . I . 1 I - I � - 00 . I : I � I � � 1. I _ , , : ; � I .. � ,; T %3 .. : I � I I I I I I � I - I 'I , � I � � - � ": I" I , � il � - I I , I 16 .. - ., . .. : I I . 9 �V. P. . 11, � .1 � � I I . . � Z. 7-7 _T_ -i - I %_ ... �. I- * .... .. "\ "\,�', I - , ;'I, . . I . . I I . I .; , / , � I - � . , I . , ... . . I , I " : I I I . . , . . , . Future Curb And ., . I. .�', � I . . . � . . '. Z : '.* :� . - . . . I I - . - � . I . � . . . . , Gutter Construction . . - � . I - I Glcon;rtfs - - = .. , , , , . . 1. * , /'I- , - " . .; " . . I , Greater Thw,S' t*: --' . \ . - .. . ' '.1 'V4 R or as I . I I ... _.. IL : I � I I . I Fiore tv"ll - . - . - ..... . � �i. -. : -*.7, b . - . I I I I _'... � Fiore Pohl . :�.:: * -, , , r- A', �- , . I 0-, :-...: r . . .'r , - .1 warp , . . ..-. '\��i, . ..* : 'I. , . ,� � I . - .1 I . .... . .- I L � I . �, I 1 49 . I . �� 11 ,� - :N- I - I - � . . i . f. . . I . .. � I 1 ?2 1 rrr I( � I . I I . I . . ;1: -.*.* '.4., 1 . :.-.--. .. - . . .* " .. . , ,11 " I^ zaxwn on 0 5 - " . � fi, .. w. -1 .. .. . � . I I I , . :.- :: . . N� \\ ,. I - : . - - .1 . . I I I .:.... .. . . . I . . .,. k \ N - .. . . - - .::: I - " . Joint , f �...... '.._ .- ....._...... � . \\ _\ \ \ . , � I . . . . . . . . �: I I fjllhl�l I , . . . . . . ;;"* - I . - - 1\ \ � . ... .. : .. . .. I ..W. 0. - -_ " " ...... .. � I , , I I � = - I Ellp I I . .----, Y_ -.'"-'* , * , , " ** ........... � . - - 2' Mm. Bowd Limits - , :...: I . . I -T-1 i�z ; ::��. I -,-- ....'......1-:.. �::_::-. -.1..-:. " , I I L _____F 11 Of Cl,fo C& &W4W r I .-.. - - . . I . - - :-:,-..-�:-. ,%"..,.:....�.:,- I 1. . . I � .-. , ,.,. .; *.* %". .. : . I *'.* ... .- Z",T- � %.-) I . . � I., .-_.....�.�...:. ..: ..... . ____. � r � I - . I I t I I I - see md" No. 304f. 1 L 1 !6 - STASILIZED RJOG . , ..*.: :.-: *,:-::. 17- -STA31LIZED SIL18GRACE .. . :- '... - I - . I I � I ', . ..: ... ,�� I _ , - " - -ILA Lca !6 ___� ; I 1� -:,.* I . .: ..: ; . - I - . �! �, ,-:.,:::-.,:Y - -,',.,-_."�:,. � I;;* Iff. I I I .. . -7 - . . _. I . - . I il 2,j , I �'� ...... _�,.', It �, - . - I :.--,::,.-,.,:-*.:.�::,. .., . I I'll, 6. Ls- B . I � : . ... I . , , ' B C t . .. -V . ..... ... -1 I ��_ ro 1.,* 1. � � ::, : �. - ': - . . I . A I .,:": .�::' F I -_ - - -.- - . : . 1. . " - . I I I . I _r I I, 7 - 2�� , , I I. -A i I J. I : a I � .r Min, Sock Of Sidenvit � - I I I . _ . - : - -.* , _-;*:.,:-.. ..-. - ... -.. . ..;:: , -': * ` - , : .,: ... - I I " , ,,, , - - ----- a .. ..�: I I , _.. V.%-.- .: - .�.__:.: . .. . I � . ,:�: %.�%-, -� 1� ." " ' : - - - - C ______ ...... . . .:, -.,-... :- 1 - - - - _____ . . . III ., I I . . - '... .. _'. ..- . ... . .. - . - : : - -.. .. - --,-:--. - :. .. . I k I ... :,-'... ,,�'- I 1, , 11 . . . I .. . I - , . Ill Absawt Of 0111, ., --- !:.: %* , � , *** . . .:. . . r e Xot Less Tim J, )_;x I a #a Drop CUIP Al -id . ;.. ... .*.* '. - � . ., ::...-.' , . -:.*. '.... . . . ,. ': - � V0106y GUffe, Curb AndGutter , , - I : I Within These Limits Excvt cut PANW. � � . .. , .. : -1 . . . I - . - . �v I S686�C -- - - P-eMED SIL18GRACE. I. .1 . . . - ,: . ;* .. , ., , - - . . . I . . - - --' t�C;APA&ED ii.-'.- -, .%.... . . . I . , , * , - . , I , .- . - . - I . .. I 1, �. ) I :. '. . .. . .. � .. . .. - I - .��.. �� J.. I - r As Rogulted For Calnecting .... � :.. .:., *.. : - � . . : .: , I I � , . ::�., --, - -'.-, * - - - ,', ... :...... . .. ... -'. i, " I . .: . � 1. - " ;. :t . � I - .. . .�. . -..:o.* . .--. -�'. . .. ,-.._-.--. .-..---,.-,.---. . . ..:- * : - I � . . r . 11 11 I . / .. - .. ` .... . " ..' . . . : , *' * * . ., -. -.:. - ::t, : . . . - 2- PLAN L _____ - �,.`.` . --��:��I.i--, - , .� ...". I I I I I PLAN PLAN Varies 10' Mit) I ___ As Regut 'd For curt art I To Existing Curb. . � i!d ,: ..: ......%:. ,,-.- .- ':: : -.'*'-.*.* *. , :. ,:. _* . . . . . 1 - _J ; .0 .. i..��. ... I -:: ;y . r I I �. . . .-'..*;.* . . : . . I . . I , , . . - 11 . 1, 4. - 'C' *-. , t_ 1, , I I I :I- I . P.," shm" On Andeff 300. . - I - � C�_�o� I �_',-� � I � 1. , � �, - -, �..: I_— I 11-1 �_'_, t _'_ � 11�4 � I I .k. I ..... I* * . 31 .1 7 1 . I I I - � I . - - - " __.�wl _ I I � . , . ; � 1. I P_ -1. .: . ..... I - I i, ,.- I I I � Front Of Sideraft I . I.- � -1 .. �� _ ,-, � � - - _ �.. -w 1- I . % I � I . _r . I . -_ If . �.4 . ..-..-.::::��.:-.:.....* , *: i� . Z, , ,_ - , r . . I I &.* Of SidalloR __� I - top Of curb 830 Of Sift-fe-,," Front Of S)dv.WA I I � � -_j I I - � - _____ . �. .... � .... ...'...........�� i; E., "\ I I � �.- -, *� %.. a ` -_ `. ........... ----.`- ................... .�.- - . ;Z . I I . I I � - I � I I I . .1 f .. .;.,....-.,---.-...--.-.-.-.-,-- I f, � -_ TOP Of Cut&, - I - � , *�Ii i _t I I :.... . , � � U, IV/ � i I � . . . ...... - I I I . L_ = I I I .- _...... .. ...;....."........... 1_, 0. . . 31 - O* i . ........ ..... � .... " . I - .... - , I � - Z � I STD. CON STD. CONC.:CURB AND GLUTTER . I-. 11 I I I .:,.-��-... 0 ./--.O- 1 :6,1� �/7 � : C. MEDIAN. CURB , _ ft 2c � V - "of 6 __ - . I � *Note (I I. Witten used on high slide of cross I i I I SIDE VIEW � %. Q . ! _1� TYPE 1 F .0,11 Old . ... SECTION AA I � � : �=G�".��_'-C.rb Tronstflo-1 I � � 11 TYPE A . I $We of the gutter slope I lZ 11 � I I . . I �: . I I - . I I I I I PROFILE I � . I I I I 1. �. of the odlIOMI p0irdafllbat Old file thickness of I . IV, r-6, 1, - V I- __ ." I tV- 7. S. I I mu&tm W"M ry ` - , � . I * PROFILE . -4 -- � I I � � I . I I I I -, .w3,,7.F Z , ti::i .";iz ;t g I _____ � , - . I 1 r the lip SWI be 61, taws otherwise shown on Plons - ;, t'd! .- � /I � I � . I : .xistim,curb Ow poor mtkar. 1. I ww I I � I I I - . � I I—- I I . ..� _� - -,� � , '' � , . . . . , - , . , - . , 4 "_ ,,�, i I . � . � I I _t.,,. � � a When OwIllectille 00 � . I . . I I I I I � . I I � � I . Stda.dk - Vor I unifly strAp , . ft W dlW WAlf IWIS AWW dd6V bX1 to ft I I I � I � I I I � R/W I . I I I i's - , � I I . T_ . 1:� i � i I I I ,� � . � . . ! - � radilis polat of the curb ffd Wiffer MV Del . I I . I Ill! - - . " .. - ______T � . � siddrals - 51or I - I .. - 1 1216014" 1 1 1 1 1 1 1 1 I I I I , I . I - - 'F I.... I �. 7,;.. P,;.. � �'. . 7�4;t_ � . . I AS S1100 0A A%3= YOr Los � ~red. With of t,~ 006 OW 90ar. no � . I Ir J I . , I . 14 t#lltly Strip & � can to whalh, the . I drinlelll, SUM NIC10=11 On fft Wther "Oth's' I I � , ., I - Ir I . . - - �, � I to ,.,i . - 11, I I � I - AI,SIW.IiOaFftU_lgvrlw.forsot*iThw5'if Slopes 40,111d I � I . .� � -PAWWAIENT I . I . . I � � ''� � I I . I I I I . � ; I - sh"n 10 & monwed ties to , ff, . - PAVEMENT . � � �8 51-O' � . I " I . adjacontproper aw are to be 0 1 0 SkP6 Viffift I 0 Wr*7 gross strip is Vor greater. drivaky irAM . , -- -1-4 I , . I � I . , Ir . I I . I I . . ... � I .� � I . .1 I ,, * slopi-va". 9 sk" Varies, Ir"Itioned to adifOld distortion In SAW* varlea, 1 DD4 Nor" ow be Of a Lriffarm, .lom Fran pow or .0no to I , [ . ... .,.. . .. - I � I I I � � � - 11 . I SEC I ION 1:113 I � : � r' DIM Varmof 0.011, #allow sliderolt co-11AN111Y 0.02 AlOrow 042 Ann. , me Dud of sidema or Ift rW Of WW. � I t*:-_'.- .. . . ::,.* i." , � I .. . ,- .- *..* * - I I - .. .. I . I � -v - - ,- . I I I . ... , . . . ... . .. . . �� .. . . I .. \1 . - � I 0.0 Min. DIM Mtn. � oa Hit). 0,05 Has. I � I I r� a . . N *.,.:- , \ . 61� r � I I I � I oDf #ax. I I ef i4miomet, , 418OWLAIrm"Jint'nois I I . I. . � 4ASE . ... .1. .:. -. %�... -. .'. -"- , : - .. . rR . � � ...,-:,�,; .. - .. . '� . I I . - I 004 Mo. om am* , . I . . - , :`.-'-�-� . I . * -: - " I .... . . - 157 , I � I � I . I I Jaw i Joha for ctrivw" w#r 211 .Af .laM 14 Curb aW Odftf I . � : .-. 11 11 . � * %. lo"-'.�- . - . i - - I � I - - ____ - I � I* moo joints In drl a I - ..1 .. . . . . .., . \ I \ I - �' - :-..- . . .,- - � z --- _____� . � . I � . �,�_+�1_77.-. - < . I I -"�. . :. '. . � � . I :.,.-..-...�......�-.f.......;,:........I - T I.. I � I ---- __ �__ ��*!:-:'.`., -77-.- - I � . ... .. _.. . .. . . . . .. , , , . . .. I = I 0 mar privaKr. r4 ,rsht.. o-mith. I .. .. -;. .'- , ;., -'.-i --.* " I . . . . - .. . . .\ - , ` I L-1 . r ---- .\ I . � .. , _� . I . . i , .\ I � - � Swe Fro. or to . � I ..., .. I . : .: . .: . I , - 11 , � - cbs, X orkavqh r & 0 arp. I � I , - - - I I I � .:.., ... I I 7 I �__ - . 2. . . ;. :,.:. . .... - I f:� . - - ... � I I I - , . . ..;,:: . i 104 t I ... . ., � I . " . . . I . . no. sidavcAt I - � - I - . .. I . - 4 S-.A8lUZB0 'SUBGRACE . . *.,'.*. � . L awk of �= COX. Sid, WG* I 1-1, � Smoft, drhv0W WgralAws wnh Ww interferer" __ 21__� I ..: : I , 11 - 1, !! OW arrect, ovi hWjwW traffic, o=rS whOO 00 bass .... * -*-, I .0 -n- I - .7, - ..� . -.. I I ; � . - , ,- Drop Curb dlawakas ore rand,ras sheirri. STABIUZ-_o SUBGRAOE � :,-,_� ...... .1� I I I . - I � 4 .. ::. .. ;. . . rE_�l 31-17 I � Drop Curb , SECTION Ba I - to Class I I i -F I .. . . - ., - .. . . .. '.. . . I . . I _frR41Cj4;_#re I I I NO, I . roP 44EV WCIR V-17. INV aiV 464eV. ot/71r�qzz P117e S/Zle INV. . A /0,0. L3 7 104.9 vs.$ 116"' :IAS -401 . 1 8 /vs. S 7 106.2 - - 97,1 /011 qla. 45 r_Ic __ __ 1015.0�1104-,q 1 1 _*C -c Its- I qib-& . I , A � I . - SECTION AA . I I I I � ra better fit properly cond r I I . I I - I . .;... ? . . .: - . . % 1. I � � .%."';.. -'.'-%'-- ,.%''. .,.-:.:�, - ., '.... - .. . . ': ,.* " *, '.; . : .. 9-'-.,.-:.. � � .1. . - ..* , * . . * , - � ..-.,: ,.%'-.-*,`.; - - .:-. - -� � . I � I . .: - .. ; .. -, --.* - .. , .. . ._.. - . %7... -1 '6' . I . . SECTION CC � . r I N,,comm*rr1&d1hvwWs. IN liars dIAMISIOIS ., . . :. '.---:�: . : . . . . . . . t . .. .' ..- I I . -*:-%,:-'.'.'.-.-C- - - - jU` �'_' "---.'. -' '.'.-- - : '. - ' .:- . ... r . I � . .. I WHEN Dis TANCE BE- TWEEN CURB & SIDEWALK . OW as ral,ew. I I *:*_-'.:'.=.WAC7-_D SU8Ga=e., ,'.1 " .,.*. - * ** * % ...: . . -, _: - . , _MPAC7j. ..,. ", , , , ,- .. . _ . . . ; .. T -, . I I � n , I - - , , - - - * .:. I.% I... ` : - . .. . , , .. . . . . . I � I WHEN Dis TANCE.. BETWEEN CURB & SIDEWALK - I .: .:.--.::`:* . MODIFIED FD.O.T TYPE D INLET I � .. - ** ...... ;-1 . I* ... *::.,. , ..-,::.' _. .:... - _. - 11 f� . I I . ,:..,.. 1. .-.,, * ., .::::.. , I .:*.*. , ... - . . '.. I . - . :- . ,�� '.- ... . I I IS GREA TER THAN 5' 1 IS WOR LESS I I L.:: .'. .,:... -- - - .* . . . ..1 . .1 1 � ..... , . . " � I 1. I 1. I I I I I I I �-1 :, .---...-*�.'.-,':.'.-.'..,::.".. I .." .:, -11, -�� I � I . � VALLEY GUTTER DETAIL ;!,' I I I I I I- - � . -1 - - 11 � � I I 11 I .11 I I I I I � . - OVERFLOW STRUCTURE AIB:i,C . I . I � I � 1. .1, I � � ===WW,W , 1.1* I I I - I � I I CLASS X AND CLASS Z I I . I I I I Q - ' RAI ARAI IT,%- 11, I 0 12 , �=nr)`T INDEX 300 1 1 - I . . L -'r r% f%f%K11 I I A � I I I I I I URBM TURhWT aWSTRWI AV � I I I I � I a . I STD.CONC. RIMSUN t;UKt3 ,�, a : � I I I I � I . - I I I I � I � 11 � � I . . 4 I . GENERALWOTES , I I . I I . I I I I I - TYPE B � I . , - , I I I I )., For turnout cOWNWANS see Me 0=4 Onfiffiod TWky And Gifidellnes For Vabiouliff CWWA000 rOAMIS 01 Tht State 11 . . I I I I So. W,,,Wk,r ch mis Irde, In Vgfkme With the mwal avorcofes N* Wormatko /A the =. ?,.JS,:W.*%1._._ I I I . ., I . B65 and effedh,& Aagls, 15. I � I ! referred 16 for'specid w0loafllw. Ord. for excW10M &M 10 Odrs" COW1110M. I , I . I I - , I . I � ' . � THE THE � I I 2. Ab dr&WAVs. Afraxills, or side dfOfns ore to 00 00"111081 wIlIVA cAOV~kn rot materials from me armr excqo for reAlecacmal? of ,Wrors$ or dw011-S. RAIAMIS, . I I andlor side Olathe mixth,V at me new Of bAllar,1110 Of r&VWWaffltrtXlkft old if destred IV rho &&nor. All new of reconstnicted drilfftwS.Aurlio'cls. . I I � 1, r . . - . . CC==10M(Q ' I I I od side draft NMI conform 09 NO SIZ& Mile 111ditated 0110ve. . � I I I I . . I � I I � I r I - I I are froma" tor prop.,,4 Z:j=,� fall. me . � I I ,I the stras instaiiallon of hirmurs old provided theft IS W I CIVIL DESIGN GROUP I 1 I 13. In ruraorem whore Owning proptrti ( . D4wrI00W wILICAWAC? Or -1110001V the =*,�,= a . Zxia. Of fto 2,r(cft" 1. for 2 -F*q, ). fto (Ciass Ear LIZ. I - &W ) or- , Z I or ff. 2 - way I wrtwis db.v If* mome frontage with a minhalm of W of space beft"n them. 'if =to de0i width OW AlWft. 11111011M, 461111!1645 , I ''I .1'.1 � INC. I � I - I I , I � . I W for famoptJont s*s me movot. � I I . 11 I I I - - I I . � -I I 4. to urwa areas at I the rM 1 4 Me owning pro0ortl Owwr Or NS OU". aW prwidid there is adeqLaff frO61000 for proper dtA,Onr AWralkh. . - I he a�vfftxffon of a mosi,xim, of tto LW (class L I or 2 - Wor ). W Zrf class ZOf Ar I - i�11.110� W 4V r, � . .,WdAft, I -bellwah 1. . . ENGINEERS * SURVEYORS* PLANNERS 1. I I r '.rr.,.W;;ir&,n.;tO, wro tronstrions more 'fesliaiwe � : - , . rig Jr , 'T. 2 -Way I furabios cong the Sam froolloge WIM a 01101101LA of war space bolf.ft� men (6 � I .1 1� . 11 width and spml'V. limiting OCIVIHOW One for OXCWAM Jet MO ftyAW- I . I I I I I I � I � I � I I I I . , � I ORLANDO, FLORIDA , 5. clam 5 furlws In urbol Oros ore to be collsirmtad 05 fiver'soctrali streets With Curb AV witer. - ��, I � I I I I � I I I I I I I . I rof Oren, wherare, dallf drMwW ore 40*41. that POrIft Of Ift right" A- in- pf�� "��".'RIW� *If' -.,-. . ' _:-� .` - - 6. In com Urban ond ni , ,"PeDr" ..,1-1- , _ il_ __,;:�'. - I � %,fttJIVArae, .-, . 11-7-1-90 KVISED TABLE R.T. 15. D.E.L. I I . APPROVED BY: . '. "I � W of the WgftvW shaffht, saintakof O$ a 1 r I . I � , I I � 7. stabilized &�Prddv hot roquired for paved 16"Amill *10 Arhare prWerry.- � ,- 'DRIV I EWAY, TURNOUT PETAIL ,�� . DESIGNED BY: I ; DRAWN BY: I CHECKED BY-. I . I I IOCOEEI ,_ �� BY I - P` I I .-. . a. For dealt or #ry curb site &do MD. 300. � I - DATE REVISIONS I - � REVISED BY I CHECKED I - I I Cl) . -_ . .1 I 1, . FDOT INDEX 515 1 I � I - . . � .. . I I I I � . I - , _-__-____1_____,__, � - � , I 11 - - __1_1 11 - -1 I I- 11 - - - .1 . - - -_ I - . �, � I . � I I I I I I ______-1_____ - __ I—- --- -----------, ______ . I . � . - I . 4i!�;�',...�: ---V- ---_. , . .��Jp t,i � , I I "� %. � - , ...... , . � , . 0 . " . , I R - "l I I . 1512i . - 1 _m .1., i I , � � , ; � � . . I . ; . I . . . _ .1 . . I I � I - . 0 ..it I 01 GRAD1110 I YPF C � s� F I! . . , I I � . I I . . I I � ' Al 1, 011AIIIAGE 10 INhR LOT !.IIIE I : ZZ6' ,i � I . � I . I I I . � ... ..j I , I I - �11 - : .. . . I 11 I ", � ____j - � I , . . � - 1. I - 11 - . I I 1. .1 11-1. - I . . � � 11 I 1.11 11 � I . . I " � . I . ., . DETAI LS, i � LOT GRADING . - � I . . . N. T. 5.1 � � I I . I � . i � I � PAVING AND DRAINAGE I DETAILS � . . I �p % �r,,711 4 PROJECT NUMBER: 90- 18 1 1 DATEi. ; I 10/26/90 SCALE N /A FLORIDA SHEET NO' 18 . OF 18 __ - .