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HomeMy WebLinkAbout2016 - (#122) Drainage & Street Improvements Plans� :111 00711 J, [li Jil Oil d wil il W-M110 JEROME ADAMS VICE MAYOR COUNCIL MEMBER lI11j�0'll�� COUNCIL MEMBER RICHARD H. GILLMOR COUNCIL MEMBER JOE GRIFFIN CITY MANAGER - - -DA-Aki PE LOCATION MAP 48 HOURS BEFORE DIGGING CALL TOLL FREE 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. CITY OF T INDEX 1 COVER SHEET 2 GENERAL NOTES/TYPICAL SECTION EROSION CONTROL PLAN 4 DRAINAGE IMPROVEMENTS 5 RECONSTRUCTION AND PAVING 6 EXISTING TOPOGRAPHIC SURVEY CD-1 CONSTRUCTION DETAILS o\lll 11///// NTA E UJ o U:= a- 01 sslotA DE I I k\\\\ FRANK T. WATANABE, P.E. FLORIDA REG. No. 66735 SJRWMD GENERAL PERMIT NO. Project Number: Ile DATE MAl 2016 APRIL 2016 MARCH 2016 JANUARY 2016 DECEMBER 2015 FEBRUARY 2015 JULY 2014 APRIL 2014 144550-2 GENERAL NOTES 1 N 3. Il 5 7 0 12 13 14 15 16 17 18 19 20. 21 22 23 24 ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY OF SEBASTIAN ENGINEERING AND PUBLIC WORKS AND THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, LATEST EDITION. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL UTILITIES AND NOTIFY UTILITY OWNERS 48 HOURS PRIOR TO DIGGING IN ANY PORTION OF THE SITE. THE CONTRACTOR SHALL CONTACT THE ENGINEER UPON FINDING ANY CONFLICTS IN THE PLANS DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL BE EXISTING ROADWAYS SHOWN ON THE DRAWINGS. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER SODDING OR OTHER SURFACE TREATMENT. FINISHED ELEVATIONS SHOWN ON DRAWINGS REFER TO ELEVATIONS AFTER CONCRETE OR ASPHALT PAVEMENT. INSTALLATION OF ALL CONDUITS, PULL BOXES AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND AS INDICATED ON THE DRAWINGS AND/OR BY THE MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF ALL TESTINGS BY AN INDEPENDENT GEOTECHNICAL SOILS AND MATERIALS TESTING LABORATORY. THE COST OF ALL TESTINGS REQUIRED BY THESE PLANS & SPECIFICATIONS SHALL BE INCLUDED WITH THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER. UNLESS OTHERWISE SHOWN, THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC. LOCATED WITHIN AND OUTSIDE THE CONSTRUCTION LIMIT LINE DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL OR AS DIRECTED BY THE ENGINEER. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING CONDUIT, THE CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE OF CONDUIT, CONDUIT SIZE, AND REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS APPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING AND PROPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO ENSURE PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS MAY NEED TO BE VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF THE CITY OF SEBASTIAN. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PART VI, WORK ZONE TRAFFIC CONTROL. THE CONTRACTOR WILL PROVIDE A MAINTENANCE OF TRAFFIC PLAN TO THE ENGINEER PRIOR TO CONSTRUCTION. TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED DURING CONSTRUCTION. COMPLETE RECORD DRAWINGS, CONFORMING TO THE CITY OF SEBASTIAN STANDARDS SHALL BE COMPILED DURING CONSTRUCTION FOR PERIODIC REVIEW. FINAL RECORD DRAWINGS, CERTIFIED BY A FLORIDA LICENSED REGISTERED LAND SURVEYOR SHALL BE SUBMITTED TO THE ENGINEER IN DIGITAL FORMAT PRIOR TO FINAL INSPECTION AND ACCEPTANCE ON ANY PART OF THE PROJECT. LOCATIONS AND DIMENSIONS OF EXISTING RIGHT-OF-WAY AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LIMITS OF THE RIGHT-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE SEVENTY-TWO (72) HOURS IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY THE CITY OF ANY OBSTRUCTION. ELEVATION DATUM IS LOCAL DATUM. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATIVE ACCESS ROUTES, WHICH ARE SUBJECT TO APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE CITY AND IRC UTILITIES 72 HOURS IN ADVANCE OF ANY WATER MAIN OR SANITARY FORCE MAIN SHUT -DOWN. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. THE CONTRACTOR SHALL NOTIFY FIBER OPTIC COMPANIES SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CURBS, ASPHALT, LANDSCAPING, DRIVEWAYS AND ANY TEMPORARY REPAIRS OF OPEN CUTS. THESE ITEMS SHALL BE PAID UNDER GENERAL REQUIREMENTS. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS AROUND WORK AREAS. THE CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON SIDEWALKS, WITH TEMPORARY FENCING BETWEEN CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC. NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 8" SUNSHINE STATE ONE CALL OF FLORIDA, INC. ! ! i � R � . ♦ ! mil. 3. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTIONPER THE LATEST PUBLISHED EDITION. 4. INGRESS/EGRESS TO COMPLEX, MUST BE MAINTAINED THROUGHOUT CONSTRUCTION SCHEDULE. 5. THE CONTRACTOR SHALL SUBMIT A MOT PLAN SIGNED AND SEALED BY PE FOR CONSTRUCTION WORK ON CITY STREETS. EROSION T L/TQUALITY NOTES i. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH: • COMCAST ® FPL (FLORIDA POWER AND LIGHT) • I.R.C. UTILITIES ILITIES (INDIAN RIVER COUNTY) 0 I.R.C. PUBLIC WORKS • AT&T DISTRIBUTION FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD TO THEIR RESPECTIVE SERVICES. CONTROL ELEV. = 17.20 REVISIONS NO. DATE BY DESCRIPTION DRAWING INFORMATION FILENAME: TULIPDRAiNAGE SCALE: -- SURVEYED BY:Culpepperand Terpening, DSGN: FTPV DATE: 0211812014 DRWN: 1i4DS DATE: 0,517-2016 CHKD: FT6lV DATE: 05-17--2016 QA/QC: FTW DATE: DS 97-9D'�i 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 -DISTRIBUTING 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 SEDDMENT BARRIES 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. 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 ACCOMODATE 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. 5. AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL BE CORRECTED BY THE CONTRACTOR IMMEDIATELY. 6. CONCENTRATED RUNOFF SHALL NOT FLOWDOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 7. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORMWATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE SEDIMENT I NOTE: FILL AREA NEW STRUCTURAL TYPICAL SECTION 2" TYPE SP 9.5 ASPHALT - 11" SUBGRADE TO 98% - 8" LIMEROCK BASE COMPACTED TO 98% CITY OF • • •�� Me ■MW 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 RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, MULCH OR SOLID SOD, AS STATED ON THE PLANS. 4. 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. 5. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 6, DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 8. THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 9. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY. 10. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN THE ROAD RIGHT-OF- WAY AND LOT AREAS SHALL BE FULLY EXCAVATED AND REPLACED WITH CLEAN, ON -SITE FILL MATERIAL COMPACTED TO 95% 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 DIRECTED BY OWNER OR OWNER'S ENGINEER. 11. ALL STAMP CONCRETE PARKING SHALL MEET THE EXISTING CITY'S CONCRETE PATTERN AND COLOR AND SHALL APPLY SEALANT 28 DAYS AFTER INSTALLATION. ELEV. = 5.20 PARKING ON ONE SIDE TYPICAL SECTION -- — —�--�- - 80' ROW REGRADEFOR POSITIVE FLOW WEST SEE NEW CONTT. TYPICAL SECTION EXISrTTING EX.(� _-- 12' TRAVEL LANE „ TRI PAVEMENT VARIES 42 R/W HP R/W LINE EX. SIDEWALK TIE TO EX. SIDEWALK/ SLOPE VARIES TYPE'D' CURB OR MOD'D1' CURB NO TYPE 'D' CURB FOR DRIVEWAY. WArq f�Ji TT I L SECTION �`-��sE"q�--:- N0.66735 ° GENERAL TE /TC L ECT ',i,ss/oNAL ��Illl TULIP DRAINAGE/STREET IMPROVEMENTS FRANK T. WATANABE, P E, FL. REG. NO. 66735 WORKING NUMBER: COS - A1434 SHEET NUMBER: 2 j ,dY i ,wa f ueZJ � f 1. 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DATE BY DESCRIPTION _ FILENAME: TULIPDRAINAGE ' � DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR CALL TOLL FREE _ w- �� CONTROLEROSION i ��°". �EOR� c 34 10 CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER SCALE: !i/�tS'�,/®� �r�\�� COS - A14 REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO _TULIP THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED 8" SURVEYED BY -.Culpepper Terpening, Inc DRIVE /®O SHEET NUMBER - ON FTW DATE: 0211812014 - ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS f'% DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL SUNSHINE STATE ONE CALL DRWN: A41�S DATE: 05-17-2016 ' w DRAINAGE/STREET P ROVE BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD , INC.ISLAND _ 3 OFFLORIDA HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, _ CHKD: FTW DATE: 05-17-2016 SOME F PELICAN ISL ND � ANK T. WATANABE, P. INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. QA/OC: F7141 DATE: j 05-172016 --- FL. REG. NO. 66735i� 7+00 8+00 Ills I �i i EIS 3 TOP<•ELEV. fa` S/W ELEV. _ �0.50 SALE ELEV. = I I I 9+00 10+00 INSTALL_ TREES STAGGERED ALONG THE FRONT AND BACK OF RETENTION POND i ELEV. = 5.20 I { CROSS SECTION C-C ' NTS _STA: 13+81 INS TALL. MITERED END REMOVE EXISTING PIPE INV. EL. = 17 MITERED ENDS` INSTALL 30" ADS, 70' L.F._ I t t a W .,I t, 3 �> , : t s.. h 3 E F LL, 30 ADS PIPE / 1 >:. ^ < 70 L.F. 5 1r` , GRAPHIC SCALE - 30 0 6 15 30 12+00 13 +00 TULIP DRIVE k 14+00 15+00 _ STA: 13 "81 1 inch 30 M INSTALL MITERED END Ie S PIPE INV. EL.=16.�0�-__.___-'_ - LEGEND C a L _ ei Yx g DENOTES CENTERLINE 20.00 TOB DENOTES TOP OF BANK � .�'' .; FN D DENOTES FOUND — ~�� —�--_----r•...�,,• '� � � � I � LB DENOTES LICENSED BUSINESS ��I, QH(J DENOTES OVERHEAD UTILITIES _��___Y`�~ I'I UE DENOTES UTILITY EASEMENT _�. II ^ PLS DENOTES PROFESSIONAL LAND SURVEYOR IP DENOTES IRON PIPE (R DENOTES IRON ROD CM DENOTES CONCRETE MONUMENT �°17 z CONC DENOTES CONCRETE r fiD m IR&C DENOTES 5/8" IRON ROD & CAP 5.2 IL DENOTES CENTRAL ANGLE �. �..� —� -_ _.� � I � D R DENOTES RADIUS INSTALL DOUBLE"- -- —_ ___ _ __ _ __�—__�.___.,s ___ _ �_� v L DENOTES ARC LENGTH MITERED END SECTION ORB DENOTES OFFICIAL RECORDS BOOK PIPE INV. = 17.20 - DENOTES PLUS OR MINUS NO. DENOTES NUMBER 1' CONTOUR LINES — �- °_---- - _� Y ___ _� 51 � DENOTES WOOD POWER POLE 4 APART PK&D DENOTES P.K. NAIL AND DISK CMP DENOTES CORRUGATED METAL PIPE N _� e� ���� _ /� �✓°' E NO ID DENOTES NO IDENTIFICATION NUMBER i FILL AND PRM DENOTES PERMANENT REFERENCE MONUMENT COMPACT AREA DENOTES MAIL BOX 20.00 DENOTES WATER VALVE ,125 SQUARE FEET DENOTES ELEVATION (TYPICAL) °1 e, 61 �___- TF 14+35 DENOTES WATER METER I DENOTES PALM TREE E END CHAIN `"a REMOVEEX G << d ` LINK FENCE DENOTES PINE TREE WITH SIZE INSTALL TREES ,? CULVERT PIPS t: INSTALL 2 24" FLAP INSTALL 2) 24" AS SHOWN —� GATES INV. = 17.00 ADS PIPE 30 L.F. DENOTES GUY ANCHOR DENOTES SIGN ROADWAY RECONSTRUCTION/PAVING 3 I : i ........ ....... ...... �e,.w,,,,. ,..,..,. ,...._... .,.,... „may„ .,..,._,,._...,.. .,..,,... ,.,-.._. ,....,..... - 9 �., s ---------------------- 11+00 4° >r l^L^--'"--- f t -------------- i < ��n 1 TA.10+68 /i BEGIN CHAINLINK FENCE 6' HEIGHT -- w z J STA.15+55 I Q [{, INSTALL MITERED END INV. EL. =19.60 ,sr; REGRADE AREA STA: 22+52 � I I STA. 15+55 TO 16+20 EJD 6" WIDE FOR POSITIVE FLOW w INSTALL 55' L.F. OF 24" RCPCONCRETE RIBBON ( TO THE V�IEST tol -TA: 16+20 INSTALL MITEREEND� ��<s. _�__ w._. „ ._ �_.. �,__.:; e .t ENS t ° INV. EL. = 1 MIA I CURB � N �3 ...x.__�._r..�_.�. � --. 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IF ANY DISCREPANCIES OCCUR WITHIN THESE 48 HOURS BEFORE DIGGING®� �'�' �`�` •� ®R�Q.,�ta�. NO. DATE BY DESCRIPTION FILENAME: TULIFDRAINAGE / \ COS - A1434 DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR — DRAINAGEAST IMPROVEMENTS �j ,Sj(?N�t, \�\ CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER CALL TOLL FREE SCALE: %/ /1�f � t REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO ,/ TULIP 8 / SURVEYED BY -Culpepper and Terpening, Inc : THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED SUNSHINE STATE ONE CALL DP�J1/P�I: DATE: 18%201�� µme_ SHEET NUMBER: ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DSGN: FT01 DATE- 02/ DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL + � °�DRAINAGE/STREET � � A JS S J /l BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD AID 05-'17--2016 C PELICAN th 8"9 / HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, OF FLORIDA, INC. CHKD: FTW DATE 05-17-2016 HOME f PELICA ISLAND 4 INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. _ — FRANKT. WATANABE, P, QAQC: FTW DATE: 05-17-2016 FL. REG. NO. 66735 J p — H 8+01 v ■ ■ W Q c/ 1.6. W z Q J LLI O I I I I NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. U I;�kzSEyq i%J4&iR�61� ft} � �� &atRY � I $R. L�4' RPdSS SALYfK 4 I ¢l� �@ @ I ' I REVISIONS NO. DATE BY DESCRIPTION fLL s ' I k DRAWING INFORMATION FILENAME: TULIPDRAINAGE SCALE: _ SURVEYED BY:Culpepperand Terpening, I DSGN: FTW DATE: 0211812014 DRWN: MDS DATE: 05-17-2016 CHKD: �FTW DATE: 05-17-2016 OA/OC: F'TW DATE: 05-17-2016 ss m RECOINISTRUCTION AND PAi O TUL- 1 DRIVE 1 / S MPRuvEMENTS GRAPHIC SCALE 30 0 15 30! i IN FEET 1 inch = 30 fL LEGEND Z DENOTES CENTERLINE TOB DENOTES TOP OF BANK FND DENOTES FOUND LB DENOTES LICENSED BUSINESS OHU DENOTES OVERHEAD UTILITIES UE DENOTES UTILITY EASEMENT PLS DENOTES PROFESSIONAL LAND SURVEYOR I P DENOTES IRON PIPE IR DENOTES IRON ROD CM DENOTES CONCRETE MONUMENT CONC DENOTES CONCRETE IR&C DENOTES 5/8" IRON ROD & CAP A DENOTES CENTRAL ANGLE R DENOTES RADIUS L DENOTES ARC LENGTH ORB DENOTES OFFICIAL RECORDS BOOK f DENOTES PLUS OR MINUS DENOTES NUMBER ( DENOTES WOOD POWER POLE PK&D DENOTES P.K. 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THE CITY OF SEBASTIAN HEREINAFTER SCALE: � /. �S+ '- - �0 REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO SURVEYED BY:Culpepperand Terpening, Inc ° \ THE OWNER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED 811 — TULIP DRIVE ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DSGN: FT11V DATE: 0211812014 SHEET NUMBER: DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL _ SUNSHINE STATEONE CALL DRAJN: 1[4DS DATE: 051� �L716 IMlo PROVEMENTS AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD L t�6��g'' �^�,�C `� '� �d HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, OF FLORIDA, INC. CI iKC}: ,�J� r�ATF: �i51%2016 Hvtue �I PELICANI��A9 INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. _ �— -- — -- FRAN YNATANABE, P.E. -•� i` ' FLREG. NO66735 QA/QC: ,�7'►�✓ DATE: 05-17-2016 . . .