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Home My WebLink About2008 - (#41) Plan & Profile Pedestian BridgesLEGEND PROPOSED PEDESTRIAN BRIDGE PROPOSED SIDEWALK EXISTING SIDEWALK r CEDAR TREE (10") J TO BE REMOVED EXISTING METAL SEAWALL �. .. ` R5-3 (NO MOTOR VEHICLES) STA- 15+51A7 SET 06 (LT) F 29 ) OFSET z -... 4303 s `14+24.94 :: EXISTING METAL SEAWALL 1. . - ,3 STA: 15+57.13 �. / 1 STA ` FSET F 35.24 (LT) . OFFSET 38.34(LT) , STA: 13+50.68 STA: 14+30.37—m :— REMOVE 15 L.F. OF 8' PEDESTRIAN BRIDGE — - -- — — R5-3 NO MOTOR VEHICLES ' ` �/ STA: 16+77.30 OFFSET 40.24 (LT) OFFSET 31.42(L�) PROPOSED SIDEWALK EXISTING CMP PIPE „' V,: OFFSET 25.40 LT ( ) (BY OTHERS) d 'v v - • a' WOOD CE d< v d q • •...a - i i i t.<•., g ., e - .. :.. e d y ,. , �:: , . , x y . - :.c _., , , ; .. 1. ., :.,..r �✓ 't..<:.... .r.t ..s.._.�. ......._.xs .,, _..R_J..,,.,.. .c. ,.,e_.,,I.7 `7 ..1• /_...= `7 — ----- — ---- ._. — _i —_`=_— EXISTING GUARD RAI � x _ _ — -- EXISTING SIGN STA: 14+30.37 ...._ Eocc—o-F,; ,U yr BRIDGE „ -- ------=A\ — — — EXISTING SIGN STA: 15+51.87 __-- STA: 16+70.08 / EXISTIINf 6tJODRAIL OFFSET 17.42(LT) OFFSET 15.06 (LT) (BY OTHERS) OFFSET 20.40 (LT) - - STA: 13+52.17 /OFFSET � � 14+90. 75 BARBER S TREE T 16+00 17+00 34.71 (LT) / 15+00 701 R/ _ ' 17+01.24 W 13+00 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., 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 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. 1 DATE I BY 1 14+00 REVISIONS DESCRIPTION it rm Or% DRAWING INFORMATION FILENAME: 02 - Plan and Profile.dwg SCALE: f'--20' SURVEYED BY: MMRT DSGN: LGM DATE: 0228-08 DRWN: AMFMDS DATE: 02-28-08 CHKD: FTW DATE: - 02-28-08 QA/QC: FTW DATE: 0228-08 16+00 11P NEELmSCHAFFER ® SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 1 N 17+00 s.;.:i�.y ..,.. LAKE �1 !/ E � A O' R/VV - HARDEE PARK PLAN AND PROFILE SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FRANK T. WATANABE, P.E. FL. REG. NO.66735 North GRAPHIC SCALE 0 10 20 ( IN FEET) 1 inch = 20 ft. WORKING NUMBER: 00.06793.001 SHEET NUMBER: 04 GENERAL STRUCTURAL NOTES 8" 1'-6" V-6" 14'-0" 12'4 ABUTMENT FOUNDATION PLAN N.T.S. 9" 9„ 8" #5 @ 8" O.C. 2" CLR (TYP.) L • •SIDES.•IR WATER STOP i BOTH SIDES. DETAILSEE F ems. gm—N #5 @ 12" O.C.— TOP AND BOT. 2'-2" 1'-6" 5'-2" ZSECTION N.T.S. NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., 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. f 21' BRIDGE SUPER STRUCTURE, — BASE PLATES AND ANCHOR BOLTS BY MANUFACTURER 'CLR. (TYP.) — #5 @ 12" O.C. JL #5 @ 9" O.C. 11=1� 11-611 3" CLR. (TYP.) #5 @ 9" O.C. 3" CLR. (TYP.) 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. mul elii v"WA 0 SECTION 2 8" 4" DIA. PERFORATED PVC (SCHDL 40) DRAIN PIPE SET IN 12" RAD. (MIN.) BALLAST ROCK TRENCH ENCASED IN FILTER FABRIC. SEE DETAIL A 1" MIN. 0 1'-0" 0 a a 1" MIN. 1'-0" REVISIONS FN0. I DATE I BY I DESCRIPTION DETAIL 1 GENERAL A) STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION (2002) DIVISION II, WITH ALL INTERIM SPECIFICATIONS IN EFFECT, AND ASCE 7-02 FOR WIND LOADS, SUPPLEMENTED BY LOCAL REGULATIONS. B) VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START CONSTRUCTION. C) NOTIFY THE A/E OF ANY CONFLICTS, DISCREPANCIES OR INCONSISTENCIES. D) USE STRUCTURAL DRAWINGS IN CONDUCTION WITH JOB SPECIFICATIONS, AND OTHER DRAWINGS. E) NO CHANGES IN CONSTRUCTION FROM THAT SHOWN IN THE SHOP DRAWINGS REVIEWED BY THE A/E SHALL BE MADE WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER OF RECORD. F) PARTS OF THE STRUCTURAL DESIGN (AS NOTED ON THE DRAWINGS) ARE THE RESPONSIBILITY OF THE MATERIAL SUPPLIERS. G) NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. H) THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, PROCEDURES, SAFETY PRECAUTIONS RELATED TO THE CONSTRUCTION WORK, OR THE CONTRACTOR'S FAILURE TO DO THE CONSTRUCTION WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. 2 DESIGN DATA LOADS (GIVEN BY TRUSS MANUFACTURER) TRUSS SHOE REACTION (2 FOR ABUTMENT) DEAD LOAD 14.1 K. PED. LIVE LOAD 20.4 K. (85 PSF.) WIND 13.2 K. 3 MATERIALS A) CONCRETE AT 28 DAYS FOOTINGS, ABUTMENTS 4,000 PSI B) REINFORCING STEEL ASTM A615, GRADE 60 C) ALL SUPER STRUiTURE STEEL SHALL BE ASTM A588 GRADE SOW. ALL FASTENERS SHALL BE 7/8" 0 HIGH STRENNTH BOLTS, ASTM A325 TYPE 3 (WEATHERING) WITH ASTM A 563 GRADE C NUT AND ONE ASTM F436 WASHER PER BOLT. (GIVEN BY BRIDGE MANUFACTURER) 4 FOUNDATIONS A) FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL REPORT. B) FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF 3,000 PSF. C) THE TOP OF EXTERIOR FOOTINGS SHALL BE AT A MINIMUM OF 18" BELOW FINISHED GRADE, U.N.O. D) PREPARE THE STRUCTURE AREA IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GENERAL SITE PREPARATION, FILL SELECTION, PLACEMENT AND COMPACTION SECTIONS OFTHE GEOTECHNICAL REPORT. SEE 7.2, 7.3. E) PREPARE FOOTING SUBGRADE SOILS IN ACCORDANCE WITH THE RECOMMENDATIONS PRESENTED IN THE FOUNDATION SUBGRADE PREPARATION SECTION OF THE GEOTECHNICAL REPORT. F) PROPERLY SUPPORT ANY ADJACENT STRUCTURES OR FOOTINGS TO PREVENT SETTLEMENT DUE TO THE EXCAVATIONS REQUIRED FOR THIS CONSTRUCTION. G) REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. H) DOWELS FROM FOUNDATIONS INTO ABUTMENT SHALL BE THE SAME SIZE AND NUMBER AS REINFORCEMENT IN ABUTMENT ABOVE, EXCEPT AS OTHERWISE SHOWN. I) TEMPORARY DEWATERING MAY BE REQUIRED TO FACILITATE STABLE EXCAVATIONS FOR BRIDGE FOUNDATIONS. THE CONTRACTOR SHOULD BE REQUIRED TO PROVIDE A DEWATERING SYSTEM WHICH MAINTAINS GROUND WATER LEVELS AT LEAST 2 FEET BELOW COMPACTION SURFACES, INCLUDING THE BOTTOM OF EXCAVATIONS. DRAWING INFORMATION FILENAME: SCALE: SURVEYED BY: MMRT DSGN: LGM DATE: 0228-08 DRWN: AMFMDS DATE: 02-28-08 CHKD; FTW DATE: 0228-08 QA/QC: FTW DATE: 02-26-08 ImmEELmSCHAFFER ® SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 J) ADDITIONALLY, THE CONTRACTOR MUST PROVIDE POSITIVE SITE DRAINAGE DURING THE SITE PREPARATION AND FILL PLACEMENT. K) SURFACE RUNOFF SHOULD NOT BE ALLOWED TO ACCUMULATE. TEMPORARY R M DITCHES MAY BE REQUIRED TO FACILITATE SITE PREPARATION. 5 REINFORCED CONCRETE ��- vu��« I c VVUMr\ OMMLL U(JNt-UNM I U I HE LATEST EDITION OF THE ACI BUILDING CODE, AASHTO, AND THE FLORIDA STATE BUILDING CODE, IN CASE OF CONFLICT, THE LORIDA STATE BUILDING CODE SHALL GOVERN. B) UNLESS OTHERWISE NOTED ON PLANS, ALL CONCRETE SHALL BE C) NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. D) ALL CONCRETE SHALL BE CONTROLLED, MIXED AND PLACED UNDER THE SUPERVISION OF AN APPROVED CONCRETE TEST AGENCY. E) ALL CONCRETE EXPOSED TO WEATHER MUST CONTAIN AN AIR ENTRAINMENT A 3MIXTURE. F) PROVIDE CONCRETE COVER OVER REINFORCEMENT ACCORDING G) TO ACI BUILDING CODE. U.N.O. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. H) SET AND TIE ALL REINFORCEMENT BEFORE PLACING THE CONCRETE. SETTING ' OWELS AND REINFORCEMENT INTO WET CONCRETE IS NOT ALLOWED. 1) CONCRETE (OTHER THAN HIGH -EARLY -STRENGTH) SHALL BE CURED AND MAINTAINED ABOVE 50° F AND IN A MOIST CONDITION FOR THE J) FIRST 7 DAYS AFTER PLACEMENT, EXCEPT WHEN ANY METHODS OF ACCELERATED CURING IS USED. K) PROVIDE CLASS B SPLICES ACCORDING TO ACI 318-05 FOR ALL CONTINUOUS REI.INFORCEMENT. L) CONCRETE MIX SUBMITTAL MUST BE SENT TO ENGINEER OF RECORD FOR REVI W PRIOR TO START CONSTRUCTION. M) PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALI. CONCRETE. PROVIDE STANDARD 90-DEG, AND 180-DEG HOOKS AT DISCONTINUOUS N) ENDS OF TOP AND BOTTOM BARS RESPECTIVELY. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 4'-0" FOR # 57 AGGREGATE, CONTRACTOR SHOULD TAKE ALL PRECAUTIONS TO 0) AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOR�IOUGHLY WORKED AROUND REINFORCEMENT AND INTO CORNERS OF FORM. ALL EMBEDDED ITEMI SAHLL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMETENT. 7 FORM WORK CONTRACTOR SHALL DESIGN FORMS ACCORDING TO ACI 347. FORM WORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. 3 SHOP DRAWINGS PRIOR TO SUBMISSION OF DRAWINGS TO A/E FOR REVIEW AND COMMENT. CONT CTOR WILL CHECK ALL DETAIL REQUIREMENTS AND MARKINGS AS REQUIRED BY CONTRACTOR'S REVIEW. FOUNDATION PLAN, SECTION, & GENERAL STRUCTURAL NOTES SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FRANK T"WATANABE, P. FL. REG. NO. 66735 WORKING NUMBER: 00-06793.001 SHEET NUMBER: S-07