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HomeMy WebLinkAbout2005 Roadway & Drainage Improvements April unsigned (Box 22 #19)LOCATION MAP Z 0 0 0 0 z N U N ,O a V '111,i'w NEEI..';m, SCHAFFER irm WCGINeel-Schaffer, Inc. Professional Engineers 170519fh Place, Suite G-3 Vero Beach, Florida 32960 772-770-4707 (fax) 772-770-4640 # 00009582 SHEET INDEX 2 GENERAL NOTES 3 PLAN & PROFILE- STA..10+00 'to 16-1-50 , 4 PLAN & PROFILE - STA. 16+50 to 23+00i1 5 PLAN & PROFILE - STA. 23+00 to 29+56 6 PLAN & PROFILE - STA. 29+50 to 35+66.42 7 CROSS SECTIONS - STA. 12+00 to 28+6o 8 CROSS .SECTIONS - STA. 29+00 to 35+ d 3.83 9 CONSTRUCTION DETAILS 10 CONSTRUCTION DETAILS 11 CONSTRUCTION DETAILS 12 CONSTRUCTION DETAILS i i General 1. THE REQUIREMENTS OF INDIAN RIVER COUNTY SHALL GOVERN UTILITY WORK WITHIN ITS JURISDICTIONAL LIMITS. WHERE A CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD, THE REQUIREMENTS OF THE INDIAN RIVER COUNTY UTILITY DEPARTMENT SHALL PREVAIL. WHERE THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT, THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. 2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF INDIAN RIVER COUNTY UTILITY SPECIFICATIONS. ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 3. EXISTING UTILITIES SHOWN UPON THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ANY UTILITIES WHICH MAY EFFECT THEIR WORK. Erosion Control Notes 1. EROSION CONTROL MEASURES SHALL BE IN FULL CONFORMANCE WITH APPLICABLE SJRWMD AND CITY OF SEBASTIAN STORMWATER UTILITY PERMITS AND REGULATIONS. 2. EROSION CONTROL DEVICES SHALL BE PER CURRENT FDOT STANDARD INDEX #102 AND #103. 3. PLACE IUNTI)LMVEGEOTA EROSION CONTROL IS STRUCTURES EES ABLISHEDAIN THEUPLANDCONTRIBUTING DRAINAGE AREA. 4. CONTRACTOR SHALL UTILIZE BALED HAY AND/OR SILT BARRIERS (AS APPROPRIATE) AT CONTROL STRUCTURE AND OUTFALL CULVERT INSTALLATIONS. 5. THROUGHOUT THE CONSTRUCTION OF THE SITE THE CONTRACTOR SHALL UTILIZE BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TRANSPORT OF SEDIMENTS INTO PRESERVED WETLANDS AND DOWNSTREAM RECEIVING WATERS. 6. DISTURBED AREAS (ABOVE NORMAL WATER LEVELS_) UNLESS OTHERWISE GRADING EUNLLSNAOTHERWISEENOTED, ALL SLOPES STEEPER THAN 4 1 SHALL BE SODDED 7. CONTRACTOR MAY MODIFY DEWATERING SEDIMENTATION CONTROL PLAN BASED ON SPECIFIC CONSTRUCTION METHODS. MODIFICATIONS MUST BE APPROVED BY BOTH THE PROJECT ENGINEER OR HIS ASSIGNED REPRESENTATIVE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND CITY OF SEBASTIAN STORMWATER UTILITY Minimum Standards 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Water Distribution System 1. PVC PIPE 4 TO 12 INCHES IN DIAMETER SHALL BE PER AWWA C900-89 CLASS 150 psi (DR-18). PIPING LESS THAN FOUR INCHES IN DIAMETER SHALL BE PER ASTM D1784 AND D2241, PRESSURE CLASS 200 psi (SDR-21) AND APPROVED BY NSF FOR POTABLE WATER USE. 2. DUCTILE IRON PIPE SHALL BE CEMENT - MORTAR LINED, CLASS 50 MECHANICAL OR PUSH -ON JOINT AND SHALL MEET ALL THE REQUIREMENTS OF THE FOLLOWING ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111 /A 21.11 (FOR RUBBER GASKET JOINTS); ANSI/AWWA C 150/21.50 (FOR THICKNESS DESIGN) AND ANSI/AWWA C 151 /A 21.51 (FOR D.I.P. MOLDS). 3. FITTINGS FOR P.V.C. PRESSURE PIPE AND D.I.P. SHALL BE OF DUCTILE IRON, MECHANICAL JOINT, CEMENT MORTAR LINED IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI/AWWA C 110/A21.10 AND C 111 /A21.11. 4. INSTALLATIONS OF WATER LINES SHALL BE IN ACCORDANCE WITH ANSI/AWWA C900 (MANUAL M23) FOR P.V.C. PRESSURE PIPE, AND C 600 FOR DUCTILE IRON PIPE. 5. ALL WATER MAINS TO HAVE MINIMUM COVER OF 36". 6. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED PIPE, CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. THIS REQUIREMENT APPLIES TO SANITARY AND STORM SEWERS, FORCE MAINS AND REUSE MAINS. 7. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 18" VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 8. WHERE WATER LINES CROSS UNDER DRAINAGE PIPES WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WATER PIPES SHALL BE OF 20' OF CLASS 52 D.I.P. CENTERED ON THE POINT OF CROSSING, OR CONCRETE ENCASEMENTS. 9. WATER SUPPLY FACILITIES (INCLUDING MAINS) SHALL BE INSTALLED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. 10. HYDROSTATIC TESTING (PRESSURE AND LEAKAGE TESTS) SHALL MEET THE REQUIREMENTS OF THE ANSI/AWWA C 600, OR M23. 11. DISINFECTIONS OF WATER MAINS SHALL COMPLY WITH ANSI/AWWA C 651. 12. DUCTILE IRON PIPE TO BE WRAPPED WITH POLYETHYLENE. 13. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER LINES AND UNRESTRICTED ACCESS REUSE WATER SHALL BE 5 FEET. 14. ALL SERVICE LINES OF 60' IN LENGTH OR LONGER SHALL BE 1 ". 15. POLYETHLENE PRESSURE PIPE SHALL BE PER AWWA C906. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 8. AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL BE CORRECTED BY THE CONTRACTOR IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE j MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE SEDIMENT. ,r I i. . i i i I. Construction In Streets, Road Rights -Of -Way& Parking Areas 1. OPEN ROAD CUTS REQUIRE PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER AGENCY WHICH MAY HAVE JURISDICTION. 2. CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. 3. AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, MULCH OR SOLID SOD, AS STATED ON THE PLANS. 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE (AGENCY HAVING JURISDICTIO . 5. THE CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 6. TRAFFIC CONTROL ON COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE ST TE AND ANY LOCAL AGENCY HAVING JURISDICTION. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND DOCUMENT THE ACTUAL LOCATION AND EXTENT OF EXISTING UTILITIES WHICH MAY AFFECT CONSTRUCTION. EXISTING UTILITIES SHOWN ARE BASED UPON THE BEST AVAILABLE INFORMATION SUPPLIED TO THE OWNER/ENGINEER AND IS SHOWN FOR INFORMATIONAL PURPOSE ONLY. 8. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 9. DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 11. THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSIRUCTION OPERATIONS. 12. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGI EER AND THE APPROPRIATE GOVERNMENTAL ENTITY. 13. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN ROAD RIGHTS -OF -WAY AND L T AREAS SHALL BE FULLY EXCAVATED AND REPLACED WITH CLEAN, ON -SITE FILL MATERIAL COMPACTED TO 95%I MAXIMUM DENSITY. ACTUAL EXTENT AND QUANTITY OF EXCAVATION SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION BY APPROPRIATE FIELD MEASUREMENT. DISPOSAL OF UNSUITABLE MATERIAL SHALL BE AS DIRECTED BY OWNER OR OWNER'S ENGINEER. I Special Conditions 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BELLSOUTH, CABLE TV, F.P.L. & I.R.C. UTILITY DEPARTMENT FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD TO THEIR RESPECTIVE SERVICES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, REPAIR, REINSTALLATION OR RECONSTRUCTION OF PRIVATELY OWNED ITEMS (MAILBOXES, FENCE, ET. AL.) WITHIN PROJECT LIMITS. CONTRACTOR SHALL TAKE DUE CAE AS TO NOT ADVERSELY IMPACT PRIVATE CITIZENS & THEIR ABILITY TO USE SUCH ITEMS. 3. CONTRACTOR SHALL PREPARE & SUBMIT FOR REVIEW A PROJECT MAINTENANCE OF TRAFFIC PLAN. THIS PLAN SHALL BE PREPARED TO INSURE RESIDENTS & BUSINESS OWNERS WITHIN THE PROJECT LIMITS SHALL HAVE REASONABLE & CONTINUOUS ACCESS TO THEIR PROPERTIES DURING THE CONSTRUCTION PHASE. 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 13. PERIODIC INSPECTION AND MAINTENANCE OF SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 14. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: (a) NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. (b) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. (c) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. (d) RESTABLIIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 15. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 13 TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 16. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 17. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 18. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. 19. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX Nos. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. #4 ESM REVISIONS PER FIELD CONDITIONS 4-21-05 DESIGNED - DATE - WCGINeel-Schaffer; Inc. Professional Engineers Nth Place, Suite 0-3 Vero Beach, Florida 3MO .,.0 w---c--- 772-770-4707 M NEELgM scwFER (fax) 77 77 2 General Notes _ Louisiana Avenue Roadway & Drainage Improvements for the City of Sebastian Indian River County #3 ESM REVISIONS PER FIELD CONDITIONS 3-30-05 DRAWN RAE/ESM DATE 7-2-03 #2 ESM REVISIONS PER IRC UTILITIES 8-10-04 CHECKED RJM DATE - #1 ESM REVISIONS PER ENGINEERING REDLINES 6-25-04 APPROVED RJM DATE - NO. BY REVISIONS DATE FILE NAME LOUISIANA-02.dwg SCALE SHEET NO. N.T.S. RICK J. MELCHIOR , P.E. DATE: JOB NO. 2 Florida 1 FL. REG. NO: 48947 WN.01fi14.001 of 12 WDS 6 CONST. TYPE 'C' MODIFIED DRAINAGE STRUCTURE STA. 21 +00.00, (11.00'. LT.) GRATE ELEV=25.00 E. INV= 19.00 DS LINE TABLE LINE LENGTH BEARING L1 74.12' N46'40'30"W L2 287.17' N0O' 15'44"E L3 428.33' NOD* 10'09"E L4 605.17' N21'56'58"W L5 286.14' NOT33'51 "W Sir H CONST. TYPE 'C' MODIFIED #945 DS Q DRAINAGE STRUCTURE 8 STA. 21 +00.00, (11.00'. RT.) 0 GRATE ELEV=25.00 CONST. TYPE 'C' MODIFIED W. INV= 18.90 DRAINAGE STRUCTURE N. INV= 18.90 STA. 22+22.13, (11.00', LT.) GRATE ELEV=23.80 E. INV= 18.80 W CONST TYPE 'C' MODIFIED (n CURVE TABLE CURVE DELTA ANGLE TANGENT LENGTH RADIUS C 1 4656' 13" 54.27 102.40' 125.00' C2 V37'24" 60.55 121.04' 1500.00' C3 C42'59" 61.77 123.48' 1500.00' C4 26' 12'57" 92.44 181.65' 397.00' C5 f05'S1" 93.01 1 185.93' 2600.00' C6 1 T23'07" 1 85.95 170.99' 681.06' DRAINAGE STRUCTURE I O STA. 22+22.13, (11.00', RT.) GRATE ELEV=23.80.- ._ N. INV= 18.70 S. INV= 18.80 RELOCATE EXIST. MB EXIST. R1-;A; W/ TREET "SIG-- ---....- .- 2 9.0 0 r, NE1N•, ASPLo A Q - i REMOVE EXIST. PP (BY OTHERS) REMOVE EXIST.I CONCRETE I I NEW 4' CONCRETE I I INSTALL NEW i CURB (TYP.) SIDEWALK (TYP.) I I I I #944 #1000 L�1 � rn0; NN 17+00 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800 432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. #4 ESM #3 ESM #2 ESM #1 ESM NO. I BY 18+00 MULTI APARTMENTS #1001 #1023 f LOUI0IANA AVENUE (RIGHT-)F-WAY WIDTH VARIES) INDICATES APPROXIMATE LOCATION OF EXISTING 8" PVC WATERMAIN. FIELD VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. "kELOCATE EXIST. MB (4) PRIVATE WELL AND FLOW It --- PREVENTER------ BACK.. Ci RELOCATE EXIST. MB Qi� (� - I I 12 ' i r i.r� _11'• � II a 0 - (11Ax 9.00 I REMOVE EXIST. PP (BY OTHERS) INDICATES LOCA ION OF NEW SI�GLE WATER _. -•--- -'� ".' SERVICE. ALL EISTING WATER SERVICES THAT -REMOVE EXIST. CHAIN ARE WITHIN TH R.O.W. MUST BE REMOVED LINK FENCE (70 LF) & REPLACED. i #1004 I I �' �i.��):J.: _ �]:� �i:i a•J. �i:i?•.#. ].i ) i'(, j:#f. S:i?`!a]:i?: ]. }.`i s r; t(;i `• ALL EXISTING DRIVEWAYS SHALL BE REPLACED WITH CONCRETE DRIVEWAY UP TO THE PROPOSED R.O.W. UNLESS OTHERWISE NOTED PER DETAIL #7 ON SHEET #12. DIMENSIONS SHOWN ON THIS SHEET SHALL BE VERIFIED IN FIELD. REMOVE EXISTING ASPHALT PAVEMENT (1,179 SY ESTIMATE) #1016 TYPICAL ROADWAY CROSS-SECTION HIGH POINT ELE . ......... _.._...._._..HIGH POINT STA = 18+08°93 ............. _................_.._--'-- _ _ _-_-- __,...... _,_PVI-STA - =--18+35 PVI ELEV = 30.50 _ _ _ __ _ 2.57 - - - — — __ ..__.... _ 100.00' VC - -- w --INDICATES APPROXIMATE --LOCATION OF- N EXISTING WATERMAIN. FIELD VERIFY -...._........-'--'--................................. _.._....... ....._........_........ __ ..............................._................_.__..._-------...._ U) _._.___ _.._� .. ,n..__-_..__......-......_.__-__._-...-._'_'-_----_--_-"_-_... EXACT -LOCATION -_AND --DEPTH--PRIOR.._........_ ---..._...._..--..__.. __....._....._........._.................. _........-_ co N TO CONSTRUCTION. R OFILII ._....... ....................... W ....... --- -- __..... _ _ . _.._..............._.......0 OF ......._.._...... ROPOSED ROADWAY _ _..._._........_.__.,..__.............. EXI NG GRADE PROFILE ...... . - -_ .: - -.... - - _ .---- - -._...................._........._.-_._ _._..._._.........__._.... _ _-________ _._......_......_...._...___.. __._........... _._ ALONG CENTERLINE _............. _........... E .-'- •-- - OF PROPOSED ROADWAY _ _._ -__ _._"_ ".....__..._._..__..."... __...................... ..... _ .............---—__ --- REVISIONS PER FIELD CONDITIONS REVISIONS PER FIELD CONDITIONS REVISIONS PER IRC UTILITIES REVISIONS PER ENGINEERING REDLINES REVISIONS \%A. 18 0 RCP �•°�`rCONST 80 F. � "• rrr f :tit � �+` , �.r REMOVE EXIST. PP (BY OTHERS) REMOVE EXIST. WIRE FENCE (120 LF) # 1024 1 �•.� NOTE TO CONTRACTOR LEGEND: EXISTING WATER MAIN & SERVICES ARE SHOWN FOR DISPLAY PURPOSES ONLY. THE EXACT INDICATES LOCATION OF PROPOSED LOCATIONS AND DEPTHS ARE UNKNOWN. THE SIZE/MATERIAL OF WATER MAIN SERVICES ASPHALT ROADWAY IMPROVEMENTS ARE GENERALLY 2" PVC. THE CONTRACTOR MUST MAKE PROVISIONS IN HIS BID PRICE TO ACCOMMODATE THESE AS ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL COORDINATE INDICATES LOCATION OF PROPOSED WITH F.P.L. & OTHER APPROPRIATE UTILITIES FOR REMOVAL & REINSTALLATION OF POLES & CONC. DRIVEWAY RECONSTRUCTION OTHER OVERHEAD SERVICES. BE AWARE THAT THE EXISTING WATERMAIN IS UNDER INDICATES LOCATION OF PROPOSED PRESSURE AND THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER BRACING '''"'% METHODS PRIOR TO EXCAVATION TO PREVENT COMPROMISING EXISTING WATERMAIN. "°`" 4' WIDE SIDEWALK CONSTRUCTION INDICATES LOCATION OF PALM TREE ................................ -- ... -............ .._...... -- __ _T_:.----- 34 __ ............._......... _ ......... -....... _-__.................................. _. 32 - .... _... _... _---___ -_- ._ PVI STA 21 +50 ._........................... -._...................... ........ -------...._ _..._._........................ ...... ... _... ___ _-...... _._.... .... :64--- - ......_ __.._�_.......... ........................ . ...._."...... ..--_........... ...._......... ................... ...- .............................._ .......................... K = 0.89 100.00' VC ...... _.....:... .... .......................................................................:......................__.._._...... O o p,_..-__._.-..__......_.------........ ....._. _. ._.._._. .____._.._....._.__._......_...................... ..----_..._-_.._....._.....-------._.._._...._.._...._..................................................-....._.........._-.-.-.._._.._............_................_...................__...___.-._______..._._...�..----- --........�_ ____ 28 + cq— _ ...._ • • - .._...... _........ _ _ _ _.......__._-... _.. WEST a w EAST ----._............. _........ ...................... _...... ._...._.................................... o ___.._....................................... ................... ....... _ .......... _.................. -- - .._ — .. N _ __---- .-_..... _.................... _................ ---- _...— --- __ _ _ __ . r�,2,DS / DS [ JB l / / / / ' .. . CONST. TYPE 'C' MODIFIED CONST, 4YPE 'C' MODIFIED CONST. TYPE 'C' MODIFIED ONST. DRAINAGE MANHOLE DRAINAGE STRUCTURE DRAINAGE STRUCTURE DRAINAGE STRUCTURE /STA. 24+60.00, (16.00', RT.) STA. 23+50.00, (1 1.00'. LT.) STA. 2,6+20.00, (11.00'. LT.) STA. 28+50.00, (11.00', LT.) / RIM ELEV=23.25 GRATE ELEV=23.41 E. INV= 18.20 GRATE' ELEV=22.68 E. /INV= 18.70 GRATE ELEV=25.28 E. INV= 19.40 N. INV= 18.20 / E. INV= 18.20 / / / /I /- VALVE A... ..'VN�_T�N._7 ....,D RELOCATEDEFH / // -�� / / / / ' .. . , . -A-.-.-._1,=_.­ �. '_I' , _. ). . 1 . I - / Q / . ./ v•.•. o •• : v'.•. • o •• :. v ..' ¢' : v .. v : v... v . 1063 // Q / #1065 / .. - - ... IA / / / CONST. TYPE 'C' MODIFIED ONST. TYPE 'C' MODIFIED CONST. TYPE 'C' MODIFIED/ / / / / DRAINAGE STRUCTURE DRAINAGE STRUCTURE DRAINAGE STRUCTURE / PROP. STA. 23+50.00, (11.00', RT.) /STA. 26+20.00, (11.00', RT.) STA. 28+50.00, (11.00', I�T.) / LOUISIANA AVENUE / / j / / GRATE ELEV=23.41 / GRATE ELEV=22.58 GRATE ELEV=25.28 / / / / _-I -I\I I N .-. �/" _-1,.>-./. ,-�_ LI I: -�. .-�. E. INV= 18.10 W. INV= 18.60 W. INV= 19.30 (RIGHT-OF-WAY WIDTH VARIES / QQ / // I . -N..I II II II W. INV= 18.10 / N. INV= 18.60 S. INV= 19.30 / / ` / / S. INV= 18.10 / S. INV= 18.50 / / / / 111 /___ # 1033 / Z 1 # 1053-7 I # 10 61 / . - -- -- __ ___�, / / _ --� .00 y � --_-_ - -- _ . / INDICATES APPROXIMATE LOCATION OF / / ~ %� _ - -- r >� ___ ---- -_ _ __- --- -- __ C£?; GPE t� DRAINAGE STRUCTURES 1 1 & 12 SHA L BE -- -- ~- - / ,()O;, / � .. ,�4 �. , EXISTING WATERMAIN. FIELD VERIFY REMOVE EXIST PP -I BY_- ERS). _.._ - - . j ._. } REMOVE EXIST. Pb� / __ P C ",'.' -•M_ _ -, //:..._._ _,__.- _._� -� _'_ -. m__ ��'i� 0 `h " - .._ f (BY OTHERS) MODIFIED TO ALLOW DOUBLE GRATE I LET TOPS EXACT LOCATION AND DEPTH PRIOR _ _-- -- __ _ __ I / / REM TO CONSTRUCTION. RELOCATE EXISTING / REFER TO DETAIL '2' . 00 INDICATE >' OCATION F NEW /S NGLE TER / . 00 SC/QL �1 �� = 20 � I I . OVE EXIST. ADELPHIA 1 r FOR WM DEFLECTION � ,, SERVICE. ACL EXISTING` WATER/S1RVICES THA t I i ' - Fire dr � Relo a Ion REFER TO DETAIL '1' 12' MB (2) / / _.......__._ ._�_."µ� �` t / FOR WM DEFLECTION / CABINET (BY OTHERS) ELOCATE EXIST.�`MB / 12. I 1 12, i -a4RE VIIfII�IN--THE .O.W. 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": �-2`, -1.07-41\'$- �--� 4',1­-_--.--1­11I11r1�- -_,­ .1' . - q \?-rrg. \,�,l/.Wl0.aN,I,C,� W .. >. .. :.. ..:a'•*a' J.,•'•°`r:*-.,:: .. -; t,:....J:yif i"r,•';iY,va•-9rs• :'^t.Y-Pw /-/1' ............. a t i. 1 i'>• :, i':.:1,,ii.V aa4.., Ii+ji�t}•1r'::.f••i. 'a :. 0/.))/AN1�///I / , .,. ' a ..-. V a +•. }Cs:,> .,. .>..J: -•ai'>'Y"7*ti'i a w,y^(:�;.: ->••i •• i x _._....._ ..__._____ _.__-'__.._... .., A. ,•.e.. .-. .: a„•:�:j�>.. t' J:a «. ,� ,!:.fin:. ..J •, 4:Y.aa>..'•i's• ............___..-""----'--...-............ .............._, ... ..: . • ,, y .;r�:. ,........: i CONST. 30 L.F., � - -- -- = W A 18"� RCP 20' CAN , . . I. .r._ -- i N �* _. . ^ / J __ . _' _ - - _ _ U ' - - U CONST. 51 L.F., I _.. ,,,, .r -' - / ' __,.... _ - -- ."" � - _ 1 � , �� 36.75' ; f 18"O RCP SAWCUT 22.00 4 -- _ / CONST 160 L�.« CON$T.,,230 LF., CON�ft't' E I �''_ AaFai'.. Q MT.,,,,,,,Z.., _.. ___ -L__ I„' F RCI� 00 . _ __ 4 I 4 5 18"O RCP \ i i>0 � ' -- >_ _____ .._Z,.... / 18 RCP - _ry w- ` [� 21 1'AY . I ` REMOVE EXISTING ASPHALT 20A0 _ . _.._ r o / Q CONST. "0 L.F., < 3 (1,180 S.Y. ESTIMATE) I ALL EXISTING DRNEWAYS SHALL BE REPLACED �� % _HA lN l_ttl.K FEf10E 1-__ �-- -' - / 18"� P 19.00 �� 18.00 __, _ ..___ / 1 WITH CONCRETE DRIVEWAY UP TO THE R.O.W. __ ..._ C , Y-- ,,,,._,.. ----- 0 / I 1 I UNLESS OTHERWISE NOTED PER DETAIL #7 ON I _-- INV.=18.00 I I / _ I I SHEET #12. DIMENSIONS SHOWN ON THIS SHEET iI SHALL BE VERIFIED IN FIELD. CON(';6iET _- -- ��" . -� INV.=18.00 / CONST. 8x8 i I REMOVE EXIST. CHAIN 1 t __ _ l 16 VARIES 12 15 ) 45' BEND I 45N BENDx8 ~ \ - f�' LINK FENCE (320 LF) ""w I PROPOSED ,,.•. ---"w. -. , .: I CONST. 8x8 CONST. 8x8 CONST. 8x8 '' 45' BEND I DRAINAGE _ I cz'-.....c,,,,.,,- ...... ...... _ _ WATER RETENTION AREA 22.00 / ( 45' BEND I -' -- 45' BEND WATERMAIN ` PIPE CONST. 8x81 . 6I I I7.T, lI I --z - / 1 l: i -`� ` \,� 45' BEND /�/\ ! ____.___--._-__ ,-___ \ 5 R DESIGN IG 21.00 - --- - ..., .,..2'I:. 18.00 �i� / 1 �/ MATCH\\ 20.00 BOC a I j ? TLil1S > II 00 19.00 �j\ / L--� I I4 Gfi'?GE FPiEQ S I I (A�'%I I . 0+IC4MIUUZ4�-1- .)2J_,W I (CMWDu) ) ' ' 11 I _I1- ;11... I"8....I...-"QQ�.1-�1-2:-2,.� ./.-0'-�3�� I II� , \ I - � .['1-' -I -,--I---.I .-_"-,---�L._- , M-_ _0.I '040­-i � /� ,• I 18' , IN. AUTO BODY N 20.00 4: \�� / ��i 18.00 :\ EOP r. -- I cI N 21.00 �__. - _ �\" /7/�,7, /.. 777'�i,7 l I �.410 8 �`-/ / CONST. 8x8 - � cQNST. 8x8 NOTE TO TRACTOR= I LEGEND 1 10 I `~ -'r'% / 45' BEND I. 45' BEND EXISTING WATER MAIN &SERVICES ARE SHOWN FOR DISPLAY PURPOSES 0 Y. THE EXACT INDICATES LOCATION OF PROPOSED 4: % '_ _- I -\, / I LOCATIONS AND DEPTHS ARE UNKNOWN. THE SIZE/MATERIAL OF WATER MAI ° SERVICES --#101327 _...-.- _ . - - 0. L- 1 2 ASPHALT ROADWAY IMPROVEMENTS � -" # SEAS70N HIGH WATER I -.. - I ARE GENERALLY 2 PVC. THE CONTRACTOR MUST MAKE PROVISIONS IN HIS IfID PRICE TO TABLE ELEV: 15.50 > > ACCOMMODATE THESE AS ENCOUNTERED IN THE FlELD. CONTRACTOR SHALL OORDINATE INDICATES LOCATION OF PROPOSED -'_...- CITY OWNED PROPERT / Deta I I 1 I -Horizontal Deflection Deta i I 2-Verticlal Deflection %,H___F.P:L &-"OTHER-APPROPRIATE-UTILITIES-FOR--REMOVAL--&--REINSTALLAn N OF POLES &® CONC. DRIVEWAY RECONSTRUCTION _ _ _ _ OTHER OVERHEAD SERVICES. BE AWARE THAT THE EXISTING WATERMAIN IS UNDER _��- ---- =----- 21_00 ___ ____ __ __ TYPICAL LA,I�CE SECTION 'A -A' Scale: I N.T.S. Scale: ;:r;-+ 20.00 ----r------ I N.T.S. PRESSURE AND THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER BRACING INDICATES LOCATION OF PROPOSED � = M � M = = � = M M :- � ' � = = � � HORIZ. SCALE: 1 "=20' - - - - - - - - - -- - - - - L - _ - _ METHODS PRIOR TO EXCAVATION TO PREVENT COMPROMISING EXISTING WATERMAIN. 4 WIDE SIDEWALK CONSTRUCTION T- __._ _ __ _ _, _ _ VERT. SCALE: 1"=5'--------------------L-- . -----------------------AL--1N91GATES InOGATICII�LDF PALM TREE TYPICAL ROADWAY CROSS-SECTION . ..............................:.........._.:........................................................................_...:..._....._.._........................._....:_........................:_.._....................................................._._........................................___..:.--_--._......_:_._.__............._,_.........I.............,......._,-... .,.:�......,,,,-,__„...__._,_.__.._....................__.__................_....___- __ ....... , .................... . . I __,__,_,___..,_...._____...__.....-_________..._____________. ........___._-_____ _...._._._ .._..._._____ -. . _ . ____....._._ _ ____.__ _ __-_.........__. _- ___ _..........._--------._..__........._.....-....._.._.._.. _.._._._.__ __..- ...__ _. - _ _ ....._. _.....__ .................................._.........._._. _...._._ . _ ._ _,._„___..._..._..__.-...._.. _,....__........_.._._.._._____,_.........I...I......____......- -- i.. _....._�.... L - __ - _ __ I. 30___�_-_- ...__._ I. _. --___.______-_.._._..--_ I _ _____ _-__ __ __ __ ____ _ _____ .__ __ ___ ___ 30 LOW POINT EEEV = 22.93 _............................._.......-.........._......__._..... -. _...._........ _ - _..._..._................__..._.........._..__........... _...- - ....._- -- ----'.-..__._...._._.............._......_.._____.._....__--__..._,__._...._.... ..........---_...._ ..._ ._'__,_... _....._._.... ____ ---- - --- _.- ._.�_._..- - - _ __ .__._�_ I _..... ..._ -- - tOW POINT..... STA.....=_26+t8- 3_ -- -- __..._ ._._._... _________.-,._._,._.-,-__ _ ______........----- _...._._.....____..:..._------.._-__.____---.____..-.____-I_..._._..........._...._._._..___ _._.._.._......._..._._... .__ II - -- - INDICATES APPROXIMATE._LOCATION OF ( PVi.._STA 26±50 _. _..__._____.... _.. ___..__ .. ._..- .. _.____. ..,__ REMOVE & REPLACE EXISTING IXI ING 8 PVC WATERMAIN. FIELD VERIFY _„ _,. -. Q PVi ELEV = 22.80 RE HYDRANT COMPLETE ASS --- - ---- ' 2V EXACT LOCATION AND...DEPTN......PRIOR ......._.................. ..._..........__-._ -_.... --..------.-----�.AD._.__1.71 _----__......_.-- __ _-___...__..._.__._._..... __. _...._.__ _ __--...._......_.__...........__..._._..._...._._._ EMBLY) TO CONSTRUCTION. - __ _.......---___„__...................._...-......__........._.....__._...._.._ T _____._.. STA. 29. .. (16.00 LT.) _ K= 58.48 - - - - ............_......_.......... _ ._....... _..... I. . V ....V._......�.I". ...._."_.. ......"..............."0...<..,....�. - ....Z..... : .......... .......\.. � ....... . ... . ....................­...­.......... .I..� I.I. .­.­...._.­..................1....... ... _ _ __-_-- _ „_ ........_ _ ....--_ _ ._„_.. _,....._- - ....... __ ...... ,.-_........----___---__-,,, _. _. _ .I........_.�___. , CENTERLINE .PROFILE - _ m ........... _„-..__..._.. ............. _ . . . 100 00 VC _- OF PROPOSED ROAD _...------ -- ..._.......... - ...__._._ ....... ........ ___. _ ......_....... _ __ _ _, .._ ..............._.._..._....._.- _ WAY - - ........ _. _._.. _ __..... -- ---.........-- WEST ... EAST . - - ........... .. , jEXISTING GRADE PROFILE _- --- --j _....__ _..._ ---_. ,.. _...._._._................._ ........_...._.._.................._.._.._.._.._....._.... ___ _._ _.� _... DS... _..__ . ......._...... _...._.___ _; ......._._- .- . - --,.-_ _.................. _._ _ __.. .......... _ _- _._.........______ ---- _........... -...ALONG CENTERLINE _.___-_-__.._.. ........_..._ ..._.... ... ... _ ......__...._... .... _... 0 13 _ .�.._ 26 ____ _ ________ _ ___- _____ __ __. _ ____ - _ �,----------...-..-------..-.------_._... _-.... -_ ..---,_._._ _ _ .- .....--_- _ - OF PROPOSED ROADWAY 14 _.�40 W+ N - ' - ......_•_ . _........ -- -- - ...SIDE ......... - SIDE ... - ._..... _ ..... _ ...... _ _ / ... .._� ... . . WEST EAST ( _ - ... - -- _ .__...._-- _. __........ _ ...__ ..__......... _ _............__..._.. _ _....-_ -- ...........,_....... _ -. ,_...... _ ... _j -,, , - ... _ • _,,,. --.................-............ _...__ = o t+0 N t Si N - . _ . _.. _ .._... _..............._. ..............._.- ._.........__ . _._._...1..____....._.__.._....-1..........__ ..... _ .. a W __._ .._ _ _.._..._ _ .. ..__...._ ....- .._ .......__..__........... _........_._ ........._.. - _ _ g ..... 1.0 . _.._.._._ -'- -- __ _ _............... _ _...__ __.__...... I _._ _ ......__......... . -_ _ _ _,._. _ _____... _....__._ _ __.....__ _.. ___........ _...---_.._._.... _. _._.._........_...,.._ .. �i ____....,_,____ ._ ..............................SIDE..:. _...............:......... °- w WEST _-..-_ _ __._........__.._......._..._....._..........._............. ._.r.- ,,,_,,,, .......-_._...,-.__ - -- _.._... SIDE EAST_.. _-...-_� ___ _ .. ...-I ....... ..1..I 1.I ........I.I....-........ _ -- I I---I ..I .-. .. .....I. . . _I. -_-I _'­_­­...__.�..._....._.._...I'._..7'..-._...._......._...-I " .--.-II 1_..._�..,.-...-_..1...,.-.._....-.�­��,,��-II,-I .-I .I... -. 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SIDE SIDE . - __ / __ 7_ _ __y........................... ........ - - F __.._.. _ ..._.__._........ ..­­­............. _'_ �'� . . � _................._ ._ . - -- .. ... _ _ ._. _,_...._.. - _. - _... _._.._...... _.............._ - - __..... _..._... .....__. _.................. .._...... ------ -- -- ...............-__........-....*......... _,........__.................. tea.,\ _...._ _.. __- ................__- _ \ _� _� - - 22 _ _ __ __ __ __ .._........ -_. ... - _---_ _- _ _ _ _ _ _ -- - - __ -_._- - - -- - _ _ _ __ _ _ __- . _ __ _ ___ _- _ _ _. _.......... ............... _.... _.. .: .... _. 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I- - _ ____ -_ ___ _ ..___..__...._....... _ _. _ ___ _ --- __ _ _ _._._ .__..__._- ____-_........___--------- ....-----...._. ....._..---. - ----__.------.-- --- - . I ..., ... __ _,,,_-------- _._...._ .. ___ __ . -.. - -- _ _ _._.__.-__ ._.__-___ __ ____ _....._._ _._.. ......... .._......., -- _ _ - __ I 16 _ _ - - -- - -- - _ _...... .-_ .. - ---------.-----------�---....--.-....--.----..--:- __ -- --- __..___ _.. _ ___.._ ._ _... ___.____ _.. ._I - __ ____ ,__11 _II I : _1...I . _I. - -.-I- -- ..-.. -- .- . ..,. -....-..,.._. .._.. .� ....-... .._... ..._......I.-......._...... ....... . ._ ........ ..- I II._i I.I--. _ _................._.......-.--.----..-...--- .........................._-- -'- I -i --- 16 .. --____._....._L............._.__.-.._..__....._..__ I-----._........_ . ........-..------. ._..._--- ------ -- _.....----...-_-.-_-. -_.. _._. ..__......----- _....- ._....---- -----------.,_ __.__........ ....._...----.------._ ........._. .,_____._____..._._..__._....._..._.._..-_.-- ...._ __. --- ---- -- - -..... -__.. _._..__. _ _ ... - - -- - --- .. _. _- ....---- _ ......_ .., . - .____,...._..--- .. ...-- '_ _._:_.. .. _...--....._....... _...... .... . . - - _ _ 14 ___ _____ ___ __ __- _ _ ..... .. - _ i.I I _-- _ - _------ _ _ -_---- ____________ _ __ _ .___- _ __ ......._ __ _ _..._ _.._____ .._ ___....___ ____._-_-_ __ _____ ____ _---_. _� _ __-____�__ 1 .... _ __ 14 N00 Nn 0� �dN �" o�-`- �cfl l I Mi ^ O N N C'4) N Vi N.r�i ,.� N N rn coo ,n �° N - o � p o N N N �`� N N: Mj rn X0 co O N N N N'N N N M pPj �`" O C`1 NN NN NN NN NuNN Nri 23+00 I I . I N c•� 24+00 25+00 27+00 I I I ___ _____ ��I - - _� --i 26+00 28+00 29+00 48 HOURS BEFORE DIGGING #4 ESM REVISIONS PER FIELD CONDITIONS 4-21-05 DESIGNED - DATE - _ WCCIVeel-Schaffer, Inc. #3 ESM REVISIONS PER FIELD CONDITIONS 3-30-05 DRAWN RAE/ESM DATE 7-2-03 I_� I- Im N Professional Engineers Plan & Profile StatlOrl 23+00 to 29+50 SCALE SHEET NO. cACL roeL FREE 170519fh Place, Suite G-3 _ Louisiana Avenue - Roadwa & HORlZ:1 »=20 800-432-4770 #2 ESM REVISIONS PER IRC UTILITIES , 8-10-04 CHECKED JAK DATE - Y Vero Beach, Florida 32960 Dr^ » , � -� � - 772-770-4707 y ainage ERT: 1 =2 SUNSHINE STATE ONE CALL #1 ESM REVISIONS PER ENGINEERING REDLINES 6-25-04 APPROVED RJM DATE OF FLOR/DA, INC. - NEELoSCHAFFER (fax) 772-770-4640 Improvements for the City of Sebastian RICK J. MELCHIORI P.E. DATE: JOB NO. NO. BY REDATE FILE NAME LOUISIANA-05.dwg # 00009582 Indian RIVer County Florida FL. REG. NO: 48947 1 WROM4.001 of 12 LINE TABLE LINE LENGTH BEARING L1 74.12' N46'40'30"W L2 287.17' NOD* 15'44"E L3 428.33' N00'10'09"E L4 605.17 I N21'56'58"W L5 1 286.14' 1 N07'33'51 "W CU VE TABLE CURVE DELTA ANGL TANGENT LENGTH RADIUS C1 46'56'13" 54.27 102.40' 125.00' C2 4'37'24" 60.55 121.04' 1500.00' C3 4'42'59'`' 61.77 123.48' 1500.00' C4 26' 12' 7" 92.44 181.65' 397.00' C5 4'05' 1 " 93.01 185.93' 2600.00' C6 14'2 '07" 85.95 170.99' 681.06' 0 LO I- w cow W zCO _iw _ cf) Q 0 z U N '2 a #1055 �,R,KING LOT j ALL EXISTING DRIVEWAYS SHALL BE REPLACED 1 nl IIQI A Al A AXI=Aft 1C WITH CONCRETE DRIVEWAY UP TO THE R.O.W._ { Q Qp W--A I CONST. TYPE ' MODIFIED DRAINAGE STRUCTURE STA. 33+20.00 (1 1.00', LT. ) GRATE I ELEV=2� 13 E. INV= 20.0 16 I LINE TABLE LINE LE GTH BEARING L1 74.12' N46'40'30"W L2 28 17' N00'15'44"E L3 428 33' N00'10'09"E L4 605.17' N21'56'58"W L5 286 14' 1 N07'33'51 "W CURVE TABLE CURVE DELTA ANGLE TANGENT LENGTH DIUS C1 4656'13" 54.27 102.40' 25.00' C2 4'37'24" 60.55 121.04' 500.00' C3 4'42'59" 61.77 123.48' 1500.00' C4 26' 12'57" 1 92.44 181.65' If 397.00' C5 4'05'51" 93.01 185.93' A 2600.00' C6 l V23'07" 1 85.95 1 170.99' 681.06' I �» TYPE 'C MODIFIED DRAINAGE STRU TURE STA. 33+20.00,(1 1.00', RT.) / GRATE ELEV=22. 3 W. INV= 19.50 — — North E. INV= 19.40 - IDRAINAGE STRUCTURES 15 16 SHALL BE S ALE= 1 " = 20' I MODIFIED TO ALLOW DOUBL GRATE INLET TOPS GRATE=18.53 CONDITION 1 MQiSIE[ INLET-\ f �.� 1 �9 i i 12+00 15+00 26 26 13+00 14+00 , 24 _ — � 24 24 24 26 26 28 � � 28 i IV� 22 22 22 22 24 24 Ll M M nl CV h d N N 20 N N N 20 20 N 20 22 N N 22 24 24 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 18+00 32 32 16+00 17+00 19+00 30 30 30 30 30 - �-- — - -� 30 30 30 28 28 28 28 28 28 28 28 co O <F to.� N ^ N di ai Oi p p Oi 26 N N 26 26 N N 26 26 M 26 26 N N 26 -40 -20 0 20 40 -40 -20 0 20 -40 -20 0 20 40 -40 -20 0 20 40 23+00 26 26 20+00 21+00 22+00 _ 30 30 28 28 26 26 24 \ 24 28 28 26 26 24 24 22 \ 22 26 26 24 24 22 22 20 20 N O M N N N 000 ►� f� d N N 24 N N 24 22 N N 22 20 N N 20 18 18 -40 -20 0 20 40 -40 -20 0 20 -40 -20 0 20 40 -40 -20 0 20 40 60 80 100 24+00 26 26 t; 25+00 26+00 27+00 28+00 z 24 24 28 28 0 raIN i 22 22 24 -� 24 24 24 24 24to \ 00 N A 20 20 24 1 124 er co v \ \ o � Q Q OtoN \ ^ A P �)n \ N CV1�O 18 N 18 20 N N N N N N N N 'z -40 -20 0 20 40 60 80 100 -40 -20 0 20 40 60 8020 20 40 -20 0 20 4020 20 -40 -20 0 20 4020 -40 -20 0 20 40 0 of z 0 #4 ESM REVISIONS PER FIELD CONDITIONS 4-21-05 DESIGNED DATE - WMINee1-Schaffer, Ina SCALE SHEET NO. 0 48 HOURS BEFORE DIGGING P►-ofe8abnalEron�B Cross Sections Sta. 12+00 to 28+00 -- �_ CALL TOLL FREE #3 ESM REVISIONS PER FIELD CONDITIONS 3-30-05 DRAWN RAE/ESM DATE 7-2-03 k. i70519fh P18Ce, Suite 0-3 HOR�Z: 1 "=20� •- A' o � 800 2-4770 #2 ESM REVISIONS PER IRC UTILITIES 8-10-04 CHECKED RJM DATE - Vero Beach, Florida 32960 Louisiana Avenue _ Roadway & Drainage ' VERT: 1 "=2' z 772-770-4707 J06 No. 7 SUNSHINE STATE ONE CALL #1 ESM REVISIONS PER ENGINEERING REDLINES 6-25-04 APPROVED RJM DATE - NEELOSCHAFFER (fax) n2-n04M Improvements for the City of Sebastian RICK J. MELCHIORI, P.E. DATE OF FLORIDA, INC. 1A1A1.O{{�A.� a11 NO. BY REVISIONS DATE FILE NAME LOUISIANA-07.dwg #' 00009582 Indian River County Florida FL. REG. NO: 48947 rr'Y ' 4 OF 12 .o i� ci c 0 m rcS 0 z U 0. Of N O O N 7 J 28 24 29+00 32+00 \ O 0 N N -40 -20 0 iTj 24 20 40 28 24 33+00 28 30+00 rn � N N -40 -20 0 J N N O N 28 28 24 20 40 24 20 20 20 -60 -40 -20 0 20 40 60 80 100 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432 41 0 SUNSHINE STATE ONE CALL OF FLORIDA, INC. #4 ESM REVISIONS PER FIELD CONDITIONS #3 ESM REVISIONS PER FIELD CONDITIONS #2 ESM REVISIONS PER IRC UTILITIES #1 ESM REVISIONS PER ENGINEERING REDLINES NO. BY REVISIONS 28 34+00 31+00 N N N N N 16 -20 0 20 20 28 24 20 40 35+00 28 24 \ L � � tO N (0 N -80 -60 -40 1 -20 0 20 20 20 40 60 80 28 24 35+53.83 20 O phi Oi 00 16 16I I I16 20 40 60 80 -40 -20 0 20 40 60 -40 -20 0 20 40 60 4-21-05 DESIGNED - DATE - 3-30-05 DRAWN RAE/ESM DATE 7-2-03k 8-10-04 CHECKED RJM DATE - NEEI.oSCMFFER 6-25-04 APPROVED RJM DATE - DATE FILE NAME LOUISIANA-08.dwg WCOINeel-Schaffer, Ina SCALE SHEET NO. ProfeselonalEroneers Cross Sections - Sta. 29+00 to 35+53.83 1705 19fh Place, %ge 0-3 HORIZ: 1 "=20' Vero Beach, Aorida 32960 Louisiana Avenue - Roadway & Drainage VERT: 1 "=2' 8 772-770 4707 JOB NO. 0&0772-7704W Improvements for the City of Sebastian RICK J. MELCHIORI, P.E. DATE: * 0000s582 Indian River County Florida FL. REG. NO: 48947 WN•Of114.001 OF 12 1 MAIN UNDER CONSTRUCTION FIRE HYDRANT RIGHT OF WAY (TYP.) I CENTERLINE OF ROAD I I , �- VALVES SHALL BE LOCATED ADJACENT I TO TEE I j INDICATE DISTANCE j FROM RIGHT OF WAY j (TYP.) I I N OTES: 1. VALVES SHALL BE LOCATED SO THAT ONLY THREE VALVES ARE REQUIRED TO ISOLATE ANY TWO RESIDENTIAL OR ONE COMMERCIAL BLOCK. 2. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. 3. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND PVC PIPE. 4. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS INDICATING FIRE HYDRANTS. 5. PIPE INSTALLED UNDER PAVEMENT SHALL BE D.I.P. AND SHALL EXTEND 5' BEYOND EITHER SIDE OF PAVEMENT. PVC MAY BE USED BELOW ENTRANCE ROADS AND PARKING LOTS, IF INSTALLED WITH A MINIMUM OF 42" COVER. 6. DEAD END LINES, VALVES AND HYDRANTS SHALL BE RESTRAINED. 7. ALL LINES TO HAVE A MINIMUM OF 10' OFFSET FROM BUILDINGS. 0 VALVE AND FIRE HYDRANT LOCATION SCALE: N.T.S. BRASS LOCKING CURB STOP (FORD OR MUELLER) WITH INTEGRAL METER COUPLING - ,� METERSHOWNTETER NOT w Z w 0- 0 n -1-1/2" P.E. SERVICE LATERAL 1" P.E. SERVICE LATERAL BRASS COMPRESSION WYE BRANCH LOCKING CURB STOPS 1' IN LINE DUAL CHECK BY I.R.C.D.U.S. PLAN CENTER OPENING OVER METER(S) j < w METER BOX (SEE - NOTE 3 BELOW) I o0 1" MIN. CUSTOMERS ( z_ PIPING (BY OTHERS) 4" MIN. GRAVEL COO o OR CRUSHED ROCK O o8 0 0 o O o 0 o I� � 0 00 p o CROSS SECTION NOTES: 1. METERS OVER 2" MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2" AND SMALLER WILL BE SUPPLIED AND INSTALLED BY I.R.C.D.U.S. 3. MINIMUM SIZE OF METER BOXES: 1" SERVICE (12" X 20"); 1-1/2" AND 2" SERVICE (17" X 28"). 4. 5/8"-3/4" METERS SHALL BE HERSEY TURBINE, MASTER METER OR APPROVED EQUAL WITH 5/8" RUBBER METER WASHERS. 5. 1"-2" METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. 0 METER BOX SCALE: N.T.S. 2-3/4" GALV. TIE RODS MECHANICAL JOINT TEE GATE VALVE SEE NOTE 3 BELOW O FOUR HYDRANT GUARDS �- - ---------------- - - - S AS REQUIRED BY I.R.C.D.U.S.-SEE VARIES NOTE 1 BELOW L 6" (MIN.) WATER MAIN X**� g0• CONCRETE THRUST BLOCK PLAN PUMPER NOZZLE FACING ROADWAY ACCESS DIRECT CONNECTION (ANCHOR TYPE) 6 (MIN.) WATER MAIN C0 GRADE --I I I I j I j N I � z I VALVE I I z BOX / > I 6" GATE Q0 ov i VALVE I I a 6" PIPE j 1.5 C.F. CONCRETE UNDISTURBED SOIL /�\j�- CONCRETE THRUST ----------------- --1- BLOCK CROSS SECTION NOTES: 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED WITH CONCRETE. GUARDS SHALL BE PAINTED SAME AS HYDRANT. 2. CENTERLINE OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE CENTERLINE OF THE NEAREST ROADWAY OR FINISH GRADE. 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (TWO COATS MINIMUM). 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN-DARLING B-84-13, MUELLER A423 OR CLOW MEDALLION F2545. 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF APPROVED BY I.R.C.D.U.S. (E.G. TIE RODS). 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. Q FIRE HYDRANT QSCALE: N.T.S. 1" GATE GRADE A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1" COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 180' BEND. 'ER TUBING ATION STOP WITH JG WHEN ABANDONED Vyn I L-1. IAIN N OTES: 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY I.R.C.D.U.S: 0 TEMPORARY SAMPLING POINT .SCALE: N.T.S. BACTERIOLOGICAL GRADE ROADWAY I CONCRETE PAD 30" SO. X 4" MIN. THICK WITH (1) / NO. 3m CONT. O 2" CORPORATION STOP o O O °o0 RESTRAINED PLUG (M.J.) 003 J 0 % o --------- - 0- HORIZONTAL DISTANCE EQUAL TO DEPTH OF COVER a: 30• MIN. a� d d , as GRADE SWALE z Nl 2" LOCKING CURB STOP WITH PVC PLUG APPROVED METER BOX 12" MIN. I.D. 1 C.F. 3/4" GRAVEL OR CRUSHED ROCK COMPRESSION FITTINGS 2" POLYETHYLENE PRESSURE TREATED PLYWOOD CONCRETE POURED TO UNDISTURBED SOIL NOTES: 1. COAT ALL EXPOSED THREADS WITH COAL TAR ENAMEL BEFORE BACKFILL. 2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER. 3. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED BY I.R.C.D.U.S.. 4. ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDRY CO., ST. LOUIS, MO. MAY ALSO BE USED. 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE I.R.C.D.U.S. ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S.. 2" BLOW -OFF SCALE: N.T.S. IRON HANDLE BRASS SCREW IRON CAP BRASS ELBOW BRASS NOZZLE N IRON SLIDE IRON NOZZLE SECTION PADLOCK PROVISION (NOT SHOWN IN TRUE POSITION) ALUMINUM COVER PUMP CONNECTOR BRASS PET COCK ALUMINUM BASE NOTES: 1. PERMANENT BACTERIOLOGICAL SAMPLING POINTS SHALL BE AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDRY CO., ST. LOUIS, MO. MODEL ECLIPSE NO. 88 OR APPROVED EQUAL. � 1 /4" COPPER TUBING 2. AT LEAST ONE PERMANENT 3 8" BRASS PIPE SAMPLING STATION SHALL BE / INSTALLED PER DEVELOPMENT 1" GALVANIZED PIPE PROJECT AS REQUIRED BY w BRASS PLUNGER I.R.C.D.U.S.. "0" RING 3. PERMANENT SAMPLING POINT Cn RUBBER SEAT SHALL BE TRAFFIC PROTECTED. 1 /4" BRASS ELBOW (SEE FIRE HYDRANT DETAIL). BRASS LOCKNUT BRASS VALVE BODY WITH 3/4" F.I.P. INLET 0 PERMANENT SAMPLING POINT SCALE: N.T.S. BACTERIOLOGICAL P.B. GOOSENECK 3' LONG (MIN.) OR SWING JOINT OR APPROVED EQUAL BY I.R.C.D.U.S. APPROVED METER BOXES SHALL BE "CDR SYSTEMS CORP." POLYMER CONCRE & FIBERGLASS LOCKING CURB STOP 5/8"AXC3/4"ODATE METER) 2' ROADWAY 2' SHORT 0TE SERVICE LONG SERVICE PROPERTY LINE METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT OF WAY UNLESS OTHERWISE DIRECTED BY I.R.C.D.U.S. FINISHED GRADE -� 1-1/2 OR 2 CORP. STOP STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WATER MAIN FITTINGS AS REQUIRED METER (SEE NOTE 6) IN LINE DUAL CHECK BY I.R.C.D.U.S. - N OTES: 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MIN.) 2. SHORT SERVICES REQUIRE 18" MINIMUM COVER; LONG SERVICES REQUIRE 24" MINIMUM COVER. 3. MINIMUM SERVICE SIZE NOT LESS THAN 1", DUAL SERVICES SHALL BE A MINIMUM 1-1/2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2," QUADRUPLE SERVICES SHALL BE AS APPROVED BY I.R.C.D.U.S. 4. 1" & 1-1/2" LONG SERVICES REQUIRE A 2" MINIMUM INSIDE DIAMETER CASING PIPE. 2" LONG SERVICES REQUIRE A 3" MINIMUM INSIDE DIAMETER CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 PVC. 5. METERS GREATER THAN 2" SHALL BE AS MANUFACTURED BY HERSEY, MASTER OR AS APPROVED BY I.R.C.D.U.S. AND SUPPLIED BY APPLICANT. METERS 2" AND SMALLER SHALL BE SUPPLIED BY I.R.C.D.U.S. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY I.R.C.D.U.S. 7. STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. 4 WATER SERVICE SCALE: N.T.S. A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED BY THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES AND FIRE DEPARTMENTS SINCE OTHER METHODS MAY NOT REMOVE LARGE ROCKS, CANS, BOTTLES AND OTHER DEBRIS FROM MAINS. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES MUST BE INSPECTED AND TESTED TO ASSURE NO SUCH FOREIGN OBJECTS ARE IN THE FIRE FLOW. NEW WATER MAIN EXISTING OR NEW GATE VALVE EXISTING MAIN - LIMITS OF FLUSHING BEND & PIPE MAY BE USED FOR FULL FLOW FLUSHING NOTES: 1. GUAGE SHALL BE INSTALLED UPSTREAM OF FLUSHING POINT. PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.L. 2. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 3. COUNTY PERSONNEL SHALL, AFTER PROPER NOTIFICATION BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 0 FLUSHING CONNECTION SCALE: N.T.S. 48 HOURS BEFORE DIGGING CALL TOLL FREE � /i800-472-4-170 SUNSHINE STATE ONE CALL OF FLORIDA, INC. #4 ESM REVISIONS PER FIELD CONDITIONS 4-21-05 DESIGNED - DATE - WCGINeel-Schaffer, Inc. Professional Engineers 1705 Vfh Place, Suite G-3 � � ' Vero Beach, Florida 32960 n2-770-4W NEELOSCHAF�R (fax) 772-770-4640 0000s5s2 Construction Details Louisiana Avenue -Roadway &Drainage9 Improvements for the City of Sebastian p y �ndlan RIVer County Florida SCALE SHEET NO. #3 ESM REVISIONS PER FIELD CONDITIONS 3-30-05 DRAWN RAE/ESM DATE 7-2-03 AS NOTED #2 ESM REVISIONS PER IRC UTILITIES 8-10-04 CHECKED RJM DATE - RICK J. MELCHIORI P.E. DATE: � p FL. REG. NO: '�F0947 JOB N0. #1 ESM REVISIONS PER ENGINEERING REDLINES 6-25-04 APPROVED RJM DATE - ,A�' M rr'vO��•O�I N0. BY REVISIONS DATE FILE NAME LOUISIANA-09.dwg OF 12 r - z U MECHANICALLY SAW EXISTING PAVEMENT EXISTING BASE TRENCH WIDTH "W" + 4' MIN. PROVIDE TRENCH SURFACE RESTORATION 6" MIN. DETECTION TAPE SLOPE AS REQUIRED GRADE SEE NOTE 6 SEE NOTE 4 �\\//\\ %\�\\/'r. SEE NOTE 6 '�;//�// REPLACEMENT LIMEROCK BASE IN 3 LIFTS AT 98% UNDISTURBED SOIL 30" CLEAR COVER (MIN.) MAINTAIN TRENCH PIPE MAINTAIN TRENCH PIPE \\/\ UNDISTURBED SOIL WIDTH 2' ABOVE O•D• 6" MAX. LAYERS OR WIDTH 2' ABOVE FOD• 6" MAX. LAYERS OR TOP OF PIPE OTHER APPROVED TOP OF PIPE \\/j�\ j��, OTHER APPROVED METHOD TO ACHIEVE � j METHOD TO ACHIEVE 95% COMPACTION 95% COMPACTION 4" MAX. LAYERS 4" MAX. LAYERS AT 95% AT 95% MAXIMUM WATER 1 1 MAXIMUM WATER7_ 1' LEVEL ALLOW- LEVEL ALLOW- ABLE DURING TRENCH ABLE DURING TRENCH CONSTRUCTION CONSTRUCTION 3/4" DIA. BEDDING WIDTH 3/4" DIA. BEDDING;1 WIDTH ROCK OR PEA ROCK W ROCK OR PEA ROCK „W, WHERE CONDITIONS WHERE CONDITIONS REQUIRE REQUIRE NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'. 6. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITIES DEPARTMENT) TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW". 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 0 TRENCH 1 SCALE: N.T.S. UNPAVED AREAS THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S.I. TEST PRESSURE 90' 45' 2- 14• LAT. TEE PLUG INCHES E MIN. B A A A A A A C D E 4 10" 7" 10" 6" 3" 3" 7" 7" 10" 7" 8" 6 16" 10" 15" 8" 4" 4" 10" loll 12" 10" 8" 8 20" 14" 18" 10" 5" 5" 14" 14" 14" 14" 12" 10 28" 16" 24" 14" 7" 7" 16" 16" 16" 16" 14" 12 30" 20" 26" 16" 8" 8" 20" 2011 18" 200t 20„ NOTES: 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE. 3. ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPECIFICATIONS T T W - 556, OR PRESSURE TREATED LUMBER. 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 P.S.I. CONCRETE. 6. ALL PIPES GREATER THAN 12" IN DIAMETER SHALL HAVE RESTRAINED JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATION DETAILED IN SECTION 13. 7. PIPES SMALLER THAN 4" SHALL USE THRUST BLOCKS SIZED FOR 4" PIPES. 0 SCHEDULE AND NOTES 10 SCALE: NONE 48 HOURS BEFORE DIGGING CALL TOLL FREE 1800-432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. #4 ESM #3 ESM #2 ESM #1 ESM NO. BY THRUST BLOCKS NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2" MIN. THICKNESS). 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/ F.D.O.T. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'. 8. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITY DEPARTMENT) TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW". Q TRENCH 1 a SCALE: N.T.S. PAVED AREAS RESTRAINED LENGTH EACH SIDE OF VALVES, DEAD ENDS, BRANCHES, TEES AND 99 BENDS PIPE D.I.P. PVC DIAMETER (INCHES) 90' 45' 1 %� 1 /4- 90' 45' �2. 1 �4. 3 30' 15' 10' 5' 40' 20' 10' 5' 4 35' 15' 10' 5' 55' 25' 15' 10' 6 55' 25' 10' 5' 80' 35' 20' 10' 8 65' 30' 15' 10' 90' 40' 20' 10' 10 80' 35' 20' 10' 110' 50' 25' 15' 12 95' 40' 20' 10' 130' 55' 30' 15' 16 120' 50' 25' 15' 1 16 5' 70' 35' 20' 20 150' 65' 30' 15' 200' 85' 40' 20' 24 180' 70' 35' 20' 210' 90' 45' 25' 30 190' 80' 40' 20' 250' 105' 50' 25' 36 220' 95' 45' 25' 0 0 0 0 42 245' 105' 50' 25' 0 0 0 0 48 260' 120' 60' 30' 0 TO 0 0 0 SCHEDULE AND NOTES - 1 OF 2 SCALE: NONE THRUST BLOCKS REVISIONS PER FIELD CONDITIONS 4-21-05 DESIGNED - DATE - NEEVm sCHAFFER REVISIONS PER FIELD CONDITIONS 3-30-05 DRAWN RAE/ESM DATE 7-2-03 REVISIONS PER IRC UTILITIES 8-10-04 CHECKED RJM DATE - REVISIONS PER ENGINEERING REDLINES 6-25-04 APPROVED RJM DATE - REVISIONS DATE FILE NAME LOUISIANA-10.dwg CONCRETE ENCASEMENT 6" MIN. BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) SANITARY SEWER WATER - MAIN r1A I1 eel 1F fM /�Il I1r 11TARY SEWER WATER MAIN (�J WATERLINE TO - BE OVER TOP SECTION A - A OF SEWERLINE WHERE POSSIBLE UTILITY OTHER THAN SEWER CONCRETE I ENCASEMENT z_ 10' MIN. - N i I I i1 �-- 20' MIN. A T11 A A A616i CLASS 1 CLASS 2 NOTES: 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18". DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSS- ING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (OR FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. 0 UTILITY ENCASEMENT 10 SCALE: N.T.S. RESTRAINED LENGTH FOR REDUCER PIPE DIAMETER (INCHES) 3 4 6 8 10 12 16 20 24 30 3 0 0 0 0 0 0 0 0 0 0 4 40' 0 0 0 0 0 0 0 0 0 6 50' 45' 0 0 0 0 0 0 0 0 8 75' 70' 40' 0 0 0 0 0 0 0 10 95' 90' 70' 40' 0 0 0 0 0 0 12 120' 115' 100' 75' 40' 0 0 0 0 0 16 160' 155' 140' 125' 100' 70' 0 0 0 0 20 200' 195' 185' 170' 150' 130' 75' 0 0 0 24 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30 195' 19 0' 185' 180' 170' 160' 120' 105' 70' 0 36 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE 0 SCHEDULE AND NOTES-2 OF 2 POLYETHYLENE IN FRONT OF PLUG "C" SQUARE ----\ 45° - 22-1 /2° - 90* BEND 11: 1 /4" BENDS CROSS WITH PLUG POLYETHYLENE IN FRONT OF PLUG A TRENCH PLUG WALL C SQUARE \ \/ \/ Y.Z/\ \/ \/\ C) \/ Q TRENCH E \,\\,\/X\/i, BOTTOM \ E `- FITTING A A TEE WITH PLUG TYPICAL SECTION LATERAL NOTES: 1. POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY 1.R.C.D.U.S.) 0 THRUST BLOCK 1 SCALE: N.T.S. OBSTRUCTI( PRESSURE MAIN RESTRAINED JOINTS 45' OR 22-1/2' ENCASE AS REQUIRED BENDS (M.J.) SPECIAL UTILITY CROSSING - FITTING TYPE 18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. GRADE OBSTRUCTION �'�/�\!/�\!/�\!/�\!��/� I SLOPE TO 3' MIN. COVER 1* PRESSURE MAIN SEE NOTE NO. 2 CENTER A FULL FOR ACCEPTABLE LENGTH OF PIPE DEFLECTION AT THE POINT OF ENCASE AS REQUIRED CROSSING STANDARD UTILITY CROSSING - DEFLECTION TYPE NOTES: 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED. 2. CONSTRUCT STANDARD CROSSING USING 75% OF MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY, (TWO COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S.. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18". D.I.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. UTILITY CROSSINGS 1 0 SCALE: NONE THRUST BLOCKS 1 SCALE: N.T.S. Wcaweel-Schaffer, Inc. Construction Details SCALE SHEET NO. Profeeelonal Ergineere Suife 0-3 AS NOTED Vero Beach, Florida 32960 Louisiana Avenue - Roadway & Drainage 72770 JOB N0.7- 10 (fax) 772-770-4640 Improvements for the City of Sebastian RICK J. MELCHIORI, P.E. DATE: * 000xw, Indian River County Florida FL. REG. NO: 48947 1 WROM4.001 of 12 Cl ca U 0 Q) z 0 U 0 CONCRETE PAD 30 IDENTIFY UTILITY SQUARE X 8" THICK (WATER OR SEWER) GRADE (ROADWAY) TRAFFIC BEARING WITH (1) NO. 3 CONT. STANILESS STEEL NO. 3 CONTINUOUS NIPPLE (TYP.) 4' MIN. WUTILITY B ITHLI LIFTING DEOX VICE OP ICE GRADE (ROADWAY) LEVER ACTUATED VALVE IN TOP. IDENTIFY (WASTEWATER) UTILITY �z 1 3" BRONZE DISC \tCIAIAI ANCHORED IN 16"SIZE OF MAWVALVE BOX \/%/�\!iv '\!�\\/�\�/�\\/� ° /i�/i�/CONC. POST WATERSERVICE (WATER) 0 /�/ij./i�/i�/i\ a //%/: - 6" X 6" CONC. MAINDEPTH OF COVER 2" BRONZE o o /�/�/�/ X;POST r0 03 COVERLOCK WING 0 O 90 0�WA CURB -STOP � Opo 00� o( ) o o/\\/\\/\\ \/i 0 2" BRASS/COPPER O 02" STREET ELL WITH PLUG/�/// GR) 1 C.Y. 3/4' O 2" BRASS/COPPER AIR RELEASE \\, 1 /2" PVC AND FITTINGS z 1 /8" DEEP LETTERS TO BE GRAVEL OR 1 C.Y. 3/4 GRAVEL OR VALVE 2" DIAMETER STAINLESS :2 CAST WITH 3 DIAMETER ? CRUSHED CRUSHED ROCK 2" STAINLESS STEEL OR BRASS NIPPLE BRONZE DISC AS MANU- ROCK DUAL H-METER BOX STEEL DOUBLE 2" BRASS CURB STOP BRONZEED BY SHEIDOW 2" STREET CDR SYSTEMS STRAP SERVICE 2" DIAMETER STAINLESS ELL WITH CONCRETE/POLYMER SADDLE 0 o O STEEL OR BRASS NIPPLE PLUG BOX (TRAFFIC BEARING) PROVIDE OFFSET O O WATER MAIN WASTEWATER MAIN CUT OUT FOR O OUTSIDE DIAMETER O O O z O Z ° a . FINISHED GRADE OF MAIN 0 0 O O SET POST IN CONCRETE 1 /2 C.Y. OF - DOUBLE STRAP 0 /4" GRAVEL 00 SERVICE SADDLE 2„ 3VEL BRASS/COPPER OR DRAIN ROCK O 0 2" CORPORATION STOP (WATER) MAIN PLUG VALVE (WASTEWATER) WATER MAIN NOTES: 1. AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. 2. COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL. 3. VALVE BOXES TO BE TRAFFIC BEARING. MANUAL AIR RELEASE VALVE 11 SCALE: N.T.S. ROADWAY i in, N OTES: 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE I.R.C.D.U.S. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. 0 AIR RELEASE VALVE 11 SCALE: N.T.S. 8" PLUG PAVING STA. 0+ 00 TOP EL. 4.63 10' z o ROCK BASE r� -------------------- --------- - ---- - -------------- - --- n DUCTILE IRON TO EXTEND ONE DUCTILE IRON M.J. CLASS 52 PIPE LENGTH MINIMUM NOTE: IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. CARRIER PIPE SIZE STEEL CASING MINIMUM WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" .250 10" 18" .250 12" 20" .250 16" 24" .250 20" 30" .312 24" 36" .375 30" 42" .500 36" 48" .562 42" 60" .625 48" 72" .625 0 CASING INSTALLATION 11 SCALE: N.T.S. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. #4 ESM #3 ESM #2 ESM #1 ESM NO. BY RIGHT OF WAY 8" P.V., R-33 STA. 0+59 TOP EL. 4.40 0 6" W.M. -Z"' 1.11 F.M. UNDER W.M. W/ENCASEMENT W.M. TOP EL. 6.44 AIR RELEASE VALVE --�� OVER W.M. STA. 1 + 78 W.M. TOP EL. 6.43 RIGHT OF WAY T STA. 2+36 F.M. UNDER -- TEL. F.M. TOP EL. 5.35 TOP TEL. EL. 6.25 122+00 8" SLEEVE STA. 123+48 TOP TOP EL. 5.32 AUTOMATIC-WATER/SEWER NOTE: A MINIMUM TEXT SIZE OF 1 /8" SHALL BE RE- 8" 90' BEND QUIRED ON ALL STA. 1 + 15 ASBUILT SURVEYS. TOP EL. 4.42 8" MAIN 8" 45' BEND STA. 1 +45 TOP EL. 4.89 8" 45' BEND STA. 1 +61 TOP EL. 6.52 A.R. V. TAP STA. 1+68 BUILDING 3" P. V. R-114 CORNER OF BLDG. LO C0l 8" P.V., /R-33 TOP 123+00 EL. 5.53 124+00 ,LJ------------------ J-- 8" SAN. SEWER STA. 123+91 F.M. UNDER SAN. SEWER F.M. TOP EL. 5.50 SAN. SEWER TOP EL. 6.40 NOTES: 1. ITALICIZED PRINTINGHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TO BE PRO- VIDED BY THE ENGINEER'S/CONTRACTOR'S SURVEYOR TO I.R.C.D.U.S. ON REPRODUCIBLE AS - BUILT SURVEY DRAWINGS; ALL ASBUILT SURVEYS TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3-1/2" COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST. - 2. BASELINE OF CONSTRUCTION AND STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE PIPE. 3. TOP OF PIPE ELEVATIONS AND STATIONING TO BE TYPED, LISTED, SEALED AND SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. (S:::� RECORD DRAWING 11 SCALE: N.T.S.. EXAMPLE REVISIONS PER FIELD CONDITIONS 4-21-05 DESIGNED - DATE - NEEI.osCHAFFER REVISIONS PER FIELD CONDITIONS 3-30-05 DRAWN RAE/ESM DATE 7-2-03 REVISIONS PER IRC UTILITIES 8-10-04 CHECKED RJM DATE - REVISIONS PER ENGINEERING REDLINES 6-25-04 APPROVED RJM DATE - REVISIONS DATE FILE NAME LOUISIANA-11.dwg NOTES: 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 2. MARKER TO BE USED AT ALL CANAL CROSSINGS AND AS DIRECTED BY I.R.C.D.U.S.. 0 PERMANENT LAND MARKER K:E) SCALE: N.T.S. 2' X 2' X 6" THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) NO. 3o, CONTINUOUS. (SHALL BE 3' X 3' IF LOCATED IN TRAFFIC WAY). I NOTES: 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. 0 VALVE BOX PAD 11 SCALE: N.T.S. S-4" Type C 3' -1 " w Type C 2'- 0„ 1" -t" Type D 4'-1 " 24 v Type D 3'-1 " r, ;2'-0" 24 Type E 4'-6„ Type E 3'-0" i- 8„ 8„ 8tt„ 8 � a� co Et +, i PLAN m VARIES: 15' MAX. SEE 311 3'-4" 53" 54 4 (DINDEX No. 201, SH 4&5 2'-0" FOR REINF MOD FOR 044 DEPTHS 13' TO 15' .� _T 8 6-0 8 D 8" 3'-6" 8" Grate o Unless Otherwise Unless Otherwise 2" Cl. 1 Eye Bolt Shown On Plans m Shown On Plans See Index 201 +; a NOTE: Alt. B Structure Bottom Only. See Index No. 200 -� #4 Bars STRUCTURE BOTTOM FOR INLETS TYPE C D & E 12" Ctrs.. , SECTION GENERAL NOTES TYPE C 1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, medians and other areas subject to infrequent traffic Recommended Maximum Pipe Size: loadings but are not to be placed in areas subject to any heavy wheel loads. 2. Inlets subject to minimal debris should be constructed without slots. Where 2'-0" Wall-18" Pipe debris is a problem inlets should be constructed with slots. Slotted inlets S-1" Wall-24" Pipe located within roadway clear zones and in areas accessible to pedestrians 5« shall have traversable slots. The traversable slot modification is not adaptable 2 3- to inlet Type H. Slots may be constructedat either or both ends as shown on plans. 3. Steel grates are to be used on all inlets where bicycle traffic is anticipated. Steel grates are to be used on all inlets with traversable slots. Either cast iron or steel grates may be used on inlets without slots where bicycle traffic is not �ItO anticipated. Either cast iron or steel grates may be used on all inlets with non- ®" Im traversable slots. Subject to the selection described above, when Alternate G grate is specified in the plans, either the steel grate, hot dipped galvanized after o c fabrication, or the cast iron grate may be used, unless the plans stipulate the I coo, -0m m particular type. N W CL m LO 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than those recommended must be checked for fit. 5. All exposed corners and edges of concrete are to be chamfered T. TYPE C 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only when called for in the plans; but required on all traversable slot inlets. Cost to be Straight Bars 2") included in contract unit price for inlets. Quantities shown are for information only. Reticuline Bars 1;r x 16 7. Traversable slots constructed in existing inlets shall be paid for as inlets partial, Bands 1-1 x " and shall include the cost for slot openings, paving and any required replacement grates. Approx. Weight 100 Lbs. 8. Sodding to be used on all inlets not located in paved areas and paid for under contract unit price for Sodding SY. 9. For supplementary details see Index No. 201. 0 TYPE 'C' INLET 11 SCALE: N.T.S. Professional ngfnaffer, ers Construction Details Professional Engineers Suite 0-3 Vero B ch, Florida 32N0 Louisiana Avenue - Roadway & Drainage 772-77o-4707 (fa)772-7704640 Improvements for the City of Sebastian # OOM582 Indian River County SCALE SHEET NO. AS NOTED 11 RICK J. MELCHIORI, P.E. DATE: JOB NO. Florida FL. REG. NO: 48947 1WN.M4. 01 OF 12- ASPHALT SURFACE FINISHED GRADE LONGITUDINAL CENTERLINE #5 BAR EACH #4 BARS TOP & #5 BARS WITH BOTTOM HOOKS, 6"C.C. CORNER BOTTOM #5 BARS WITH x FRAME ---_ POSITION � rt #4 BARS COOK4" BOTTOM +�- 1 + -� �_ -�--I- #4 BARS WITH 4 SIDES A - ---- A =�� HOOKS, 4" C.C. cv ---- + BOTTOM SURFACE ON LOW SIDE OF A I I I A PAVEMENT TO BE 1/4" ABOVE 22 I N I• LIP OF ON HIGH SIDE TO BE FLGUTTER-SURFACE FLUSH WITH 8" 22 I� I #4 BARS GUTTER T _+ #4 BARS, TOP 1 - I CLOSED & BOTTOM STIRRUPS 8" C.C. #4 BARS (12" & 1'-0" OPENING CENTERED 24" R=3/4" LEGS) SAME TOP VIEW #4 BARS 00 OPPOSITE (TYP.)CONTINUOUS OR TOP VIEW 12" RETURN LAPS TOP VIEW a ••e ! ...° 22" GRATE ELEV. a a CONCR'a .• a 'cv 22 BRICK ETE . GRATE ELEV. m a d a c • ,, \_ 8-7/8" a tV a .d4 G © � a -•° �' e z X 2'-0" OPTIONAL KEY OPTIONAL KEY 19-1/2" 19-1/2" (IN LIEU OF DOWELS) ' , ;.) 00 (IN LIEU OF DOWELS) FLEXIBLE PAVEMENT 22-1 4" 22-1 4" S-6" OR 4'-0" BOTTOM OR RISER BOTTOM OR RISER 29-1/4" LO 29-1/4" SEE NOTE 6 BELOW TRANSVERSE LONGITUDINAL SECTION AA SECTION BB SECTION SECTION NOTES: NOTES: 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC. 1. PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT 10' CENTERS (MAXIMiUM) AND AT ALL POINTS MODIFIED MIAMI CURB 2. INLET TO BE. LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. OF TANGENT OF CURVES WHERE R<20'. 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 200. FOR SUPPLEMENTAL DETAILS SEE 2. CONCRETE SHALL CONFORM TO F.D.O.T. CLASS 1 CONCRETE. INLET GRATEF.D.O.T. INDEX NO. 201. 3. SEE F.D.O.T. INDEX 300 FOR OTHER NOTES. 5' 5' 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN. TRANS. TRANS. EDGE OF CURB TOPS SHALL BE EITHER CAST -IN -PLACE OR PRECAST CONCRETE. 5. FOR ALTERNATE B APPLICATIONS, TOP SLAB OPENINGS SHALL BE PLACED SUCH THAT 2 EDGES OF INLET FRAME WILL BE LOCATED DIRECTLY ABOVE THE BOTTOM. GUTTER FLOW LINE 6. WHEN USED ON A STRUCTURE WITH DIMENSIONS LARGER THAN THOSE DETAIL ABOVE AND CURB PLAN TRANSITION RISERS ARE NOT APPLIED, THE TOP SLAB SHALL BE CONSTRUCTED USING F.D.O.T. INDEX "SPECIAL NO. 200 WITH THE SLAB OPENING ADJUSTED TO 24"-36". THE TOP SLAB" ON F.D.O.T. INDEX NO. 200 IS NOT PERMITTED. MIAMI CURB INLET TOP 7, FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. MODIFIED MIAMI CURB 8. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL OPENINGS 2 2 SCALE: NTS WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING. INLET AND GRATE SHALL BE CLASS 30 CASTINGS IN ACCORDANCE WITH ASTM A 48. 1 2 SCALE: N.T.S. ,Vinyl Sheathed EAW Steel Cable R 0 W (9800 Lbs. Breaking Strength) With Slotted PVC Connector Pipe alvanized Connectors (Tool ree Disconnect) Closed Cell Solid Plastic Foam Flotation (6" Dia. Equiv.) (12 Lbs. (Metal Collar Reinforced) Closed Cell Solid Plastic Foam Flotation (8" Dla. Equiv.) (17 lbs. Per Ft. Buoyancy) Post (Options: 2" x 4" Or 21. Min. Dia. Wood; Steel Per Ft. Buoyancy)-)6' Max 1.33 Lbs/Ft. Min.) I 18 Oz. Nylon Reinforced � 710z.Nftninforced Polyps Rope ( Ib. Breakln 18 Oz. Nylon Reinforced I PVC Fabric (300 psi Test) I PVC Fabric (300 psi Test Plate Galvanized Chain psiStress g Grommet J tr Strength) o J°Galvanized Cho M I � I I I TYPE Nry Std. 5 TYPE c N °� o a =5' (Stogie Panel For Depths or Leas). D 5' Std �' co I Z= . (Additional Panel For Depths 5). Curtain To Reach Bottom Up To Depths Of 10 Feet. STAKED TURBIDITY BARRIER Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES - AND -- MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES - AND "" SHALL BE AS APPROVED BY THE ENGINEER. GENERAL NOTES FLOATING TURBIDITY BARRIERS 1. Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier, LF. 2. Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. LEGEND • Pile Locations Proposed Toe Of Slope ® Dredge Or Fill Area t1 t A -a Mooring Buoy w/Anchor t Existing Causeway ` -+ Anchor � Barrier Movement Due To Current Action Shore Line Z�Ico� AO O - @ o I ZYPI6al `� Shore Line4��-Llrnits Of Const. Current Limits Of Cons . Shore Line Structure Alignment e • F. Turbidity F. Barriers Note: NOTES: Turbidity barriers for flowing streams and tidal 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types or any combinations of types that will suit site 2. Number and spacing of anchors dependent on current velocities. conditions and meet erosion control and water quality requirements. The barrier type(s) will 3. Deployment of barrier around pHs locations may vary to accommodate construction operations. be at the Contractors option unless otherwise specified in the plans, however payment will 4. Navigation may require segmenting barrier during construction operations. be under the pay item(s) established In the plans for Floating Turbidity Barrier and/or 5. For additional information see Section 104 of the Standard Specifications. Staked Turbidity Barrier. Posts in staked turbidity barriers to be Installed in vertical position unless otherwise directed by the Engineer. TURBIDITY BARRIER APPLICATIONS Q TURBIDITY BARRIERS 12 SCALE: N.T.S. 48 HOURS BEFORE DIGGING GALL TOLL FREE 1 800 432-4770 SUNSHINE STATE ONE GALL OF FLORIDA, INC. #4 ESM REVISIONS PER FIELD CONDITIONS #3 ESM REVISIONS PER FIELD CONDITIONS #2 ESM REVISIONS PER IRC UTILITIES #1 ESM REVISIONS PER ENGINEERING REDLINES NO. BY REVISIONS N NOTES: 1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT DEPOSITS SHALL BE REMOVED AND WASHOUTS/STRUCTURAL FAILURES SHALL BE REPAIRED IMMEDIATELY. 2. SPLICING OF FILTER FABRIC SHALL ONLY BE DONE AT SUPPORT POSTS WITH MINIMUM OVERLAP OF 6". 3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN STABILIZED WITH SOD OR SEED AND MULCH. GEOTEXTILE SiLT SCREEN STAPLE TO STAKES WiTH MINIMUM WOODEN STAKES 1' OVERLAP 0 ALL i /2" x 1" x 4' M I N SEAMS © 10, O.C. & ALL SEAMS BACKFILL TRENCH WiTH CLEAN SAND OVER SILT SCREEN RUNOFF FROM- CONSTRUCTiON gg 1 i Z TRENCH, 4" x 4" MINIMUM SILT FENCE 3' SQUARE 2' SQUARE 0 �O 0 0 0 0 0 o CONCRETE 0 o PAD O O (1) N 0. 30 O CONTINUOUS SLIDE TYPE VALVE BOX LIMEROCK BASE TYPE I TYPE II CAST IRON STAY -PUT COVER RAISED POLYETHYLENE LETTERS MARKED: "WATER" AS (VISQUEEN OR APPLICABLE OR "SEWER" AS EQUIVALENT) APPLICABLE 2' MAXIMUM A 0 PROVIDE EXTENSION O O O 00 AS SHOWN TYP E 0 VALVE AND BOX 12 SCALE: N.T.S. HIGH GRADE SHEETING STREET NAME HIGH INTENSITY REFLECTIVE MATERIAL 1 36" 3611 STOP EXISTING CONCRETE AND ASPHALT DRIVEWAYS TO BE SAW CUT AT RIGHT- OF-WAY LINE TO PROVIDE SMOOTH AND EVEN EDGE 2'-0" 2'-0" 4'-0" VARIES z CONCRETE SIDEWALK Lj Li 2.0% MAX > .a.I d- a. •.ea. ' o ' TO 8' NATURAL GROUND LU CD 0 W dll, li�li 11 IL 6" THICK, 3000 PSI CONCRETE, WITH 6X6-10X10 WIRE MESH 39/\\\ 0 DRIVEWAY DETAIL 8 0 STOP SIGN Q2 SCALE: N.T.S. 12 SCALE: SCALE 4-21-05 DESIGNED - DATE - WCGINeel-Schaffer, Inc. SCALE SHEEP N0. Professional E Construction Details 3-30-05 DRAWN RAE/ESM DATE 7-2-03 ngheers ., ,•,' 170519fh Place, Suite G-3 8-10-04 CHECKED RJM DATE - Vero Beach, AOrlda 32960 Louisiana Avenue Roadway & Drainage AS NOTED 772_770_4707 JOB NO. 12 6-25-04 APPROVED RJM DATE - NEELoSCHAFMR 064772-770-4640 Improvements for the City of Sebastian RICK J. MELCHIORI, P.E. DATE: DATE FILE NAME LOUISIANA- 1 2.dwg # OOM582 Indian River Count rIIV, Y Florida FL. REG. NO: 48947 01114'001 of 12 I VARIES 6„ 2' MIAMI CURB CL I t I I RIGHT OF WAY (VARIES) VARIES 2' 10' 10'- ' I 2 %_ I _7, 12" STABILIZED SUBGRADE MINIMUM FBV 50 PSI TYPICA 12 SCALE: N.T.S. L STREETS 12 SCALE: N.T.S. R W I I i I VARIES i I 2' 2' 4' `4' SIDEWALK* 2' MIAMI CURB 1 1/ f 2 )) TYPE S-1 ASPHALT 10 COQUINA BASE OR 4 APPROVED EQUAL *FROM STATION 1 1 +48 TO STATION 24+50 THE SIDEWALK IS ON THE EAST SIDE OF LOUISIANA AVE. FROM STATION 24+50 TO STATION 35+44.42 THE SIDEWALK IS ON THE WEST SIDE OF LOUISIANA AVENUE