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Home My WebLink About2008 04 28 Regular 603 Final Engineering Plans For Sidewalks -Northern Way and Shetland Avenue COMMISSION AGENDA ITEM 603 CONSENT INFORMATIONAL PUBLIC HEARING REGULAR x April 28, 2008 Meeting MGRJ IDEPT //1- Authorization REQUEST: Public Works Department requesting City Commission approval of the draft final engineering plans for sidewalks on Northern Way and Shetland Avenue. PURPOSE: The purpose of this agenda item is to request City Commission approval of the draft final engineering plans for sidewalks on Northern Way and Shetland Avenue. CONSIDERATIONS: . At the November 26, 2007 City Commission meeting, the Commission directed staff to proceed with sidewalks on the south side of Northern Way from Howell Creek Drive to Shetland Avenue, and on the west side of Shetland Avenue from Northern Way to Citrus Road. These two sidewalk segments are approved for funding by Seminole County by Interlocal Agreement with the City. . The draft final engineering plans are enclosed for the Commission's review and approval as Exhibit A. In preparing these plans, Staffmet onsite with property owners of20 of the 22 abutting properties on Northern Way and Shetland Avenue. Resident input has been incorporated into the plans to the extent possible, including items such as: minor alignment changes, addressing localized drainage issues, meandering the sidewalk at certain locations, and the provision of decorative retaining walls. . The sidewalks will be 5-feet wide and will be located entirely within the City right-of- way. Generally, the sidewalks are located away from the road closer to the edge of the right-of-way. This location is best for pedestrian safety, aesthetics, and preservation of existing tree canopy, and it is consistent with existing sidewalks throughout similar residential streets in Tuscawilla. In several locations, site constraints required the sidewalk to be shifted closer to the road for short segments. . The sidewalk project includes County funding for a new pedestrian bridge on Northern Way over Howell Creek. The pedestrian bridge will have a span of 80-feet and will be 042808 _ COMM _Regular _ 603 _Sidewalk Final Engineering Agenda Item 603 April 28, 2008 Page 2 detached from the existing vehicular bridge. At the March 10, 2008 City Commission meeting, the Commission approved Staffs recommendation for the bridge to be a steel truss pedestrian bridge with an H-section truss style, weathering steel finish, and concrete decking. The bridge will have a 6-foot wide deck with wooden handrails on both sides. SIDEWALK IMPLEMENT A TION PLAN: · The draft final engineering plans have been mailed to the abutting property owners with a request for any final comments by May 2, 2008. The plans have also been submitted to Seminole County for review and approval, in accordance with the Interlocal Agreement. · After receiving final input from the residents, Seminole County, and any changes requested by the City Commission as a part of this agenda item, the plans will be finalized and prepared for bidding. · The construction contract is planned to be on the Commission agenda in June 2008 with a construction period from July-October, 2008. FUNDING: No City funding is requested. The sidewalk segments on Northern Way and on the west side of Shetland A venue are being funded by Seminole County through an Interlocal Agreement with the City. RECOMMENDATION: Staff recommends the City Commission approve the draft final engineering sidewalk plans, subject to any minor changes based on final resident input or comments from Seminole County. A TT ACHMENTS: 1. Exhibit A - Northern Way and Shetland Avenue Sidewalk Design Drawings COMMISSION ACTION: 042808_ COMM _Regular _ 603 _Sidewalk Final Engineering CITY OF WINTER SPRING~ FLORIDA WINTER SPRINGS CITY COMMISION JOHN F. BUSH9 MAYOR ROBERT S. MILLER RICK BROWN DONALD A. GILMORE SALLY McGINNIS JOANNE M. KREBS RONALD W. McLEMORE9 PUBLIC WORKS/UTILITY DIRECTOR KIPTON LOCKCUFF9 P.E. CITY MANAGER INDEX OF SIDEWALK PLANS SHEET NO. I 2 3 4 5 6 7-17 18 19 SHEET DESCRIPTION KEY SHEET SUMMARY OF PAY ITEMS PROJECT LAYOUT TYPICAL SECTION MISC. DETAILS GENERAL NOTES PLAN SHEETS BRIDGE PLAN & ELEV. BRIDGE ABUTMENT DETAILS GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS DATED JANUARY 2008, AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DA TED 2007, AS AMENDED BY CONTRACT DOCUMENTS. APPLICABLE DESIGN STANDARDS MODIFICATIONS: 7-1-08 For Design Standards Modifications click on "Design Standards" at the following web site: http://www.dot.stateJI.us/rddesign REVISIONS CITY ENGINEER BRIAN FIELDS9 P.E. NORTHERN WAY & SHETLAND A VENUE SIDEWALKS T-20-S T -2 I -S TO BEGIN PROJECT STA. 16+85.58 @ NORTHERN WAY BEGIN BRIDGE STA. 19+77.65 E2. NORTHERN WAY BEGIN PROJECT STA. 10+00.00 @ SHETLAND AVE. TO LAKE MARY I :tJ:tJ I I L<L< C)- I I rr,rr, TO SANFORD \ NORTHERN WAY T-20-S T -2 I -S NJ.S END PROJECT STA. 35+/3.18 E2. SHETLAND AVE. END PROJECT STA.44+85.00 E2. NORTHERN WAY REO BUG LAKE ROAD END BRIDGE STA. 20+56.54 E2. NORTHERN WAY :tJ1:tJ I I L<L< C)- I I rr,rr, I TO ORLANDO LENGTH OF PROJECT J'" SIDEWALK SHOP DRAWINGS TO BE SUBMITTED TO: JUAN FONG, JR., P.E. PEGASUS ENGINEERING, LLC 301 WEST STATE ROAD 434 SUITE 309 WINTER SPRINGS, FL 32708 407-992-9160 PLANS PREPARED BY: .Peg:!~E~;! PEGASUS ENGINEERING, LLC 301 WEST STA TE ROAD 434 SUITE 309 WINTER SPRINGS, FL 32708 407-992-9160 CERTIF/CA TE OF AUTHORIZA TlON NO. 27770 NOTE: THE SCALE OF THESE PLANS /JAY HAVE CHANGED DUE TO REPRODUCTION. 100% REVIEW SET APRIL 18, 2008 SIDEWALK PLANS ENGINEER OF RECORD: OF PROJECT LINEAR FEET DATE KEY SHEET REV/SIONS BY DESCRIPTION P.E. NO_' 5/932 JUAN FONG, JR., P.E. SIDEWALK BR IDGES NET LENGTH OF PROJECT EXCEPTIONS GROSS LENGTH OF PROJECT 5.2/5 80 5.295 0.00 5.295 MILES 0.988 0.0/5 / .003 0.00 1.003 4/i8/2~\)E __________ __n_____ 3:_A:2; /',,'1 FISCAL SHEET YEAR NO . 08 DATE SUMMAR Y OF PAY ITEMS ITEM DESCRIPTION UNIT ESTIMATED FINAL NUMBER QUANTITY QUANTITY SUMMARY OF PAY ITEMS 10/-1 MOBILlZA TlON (5:/. MAX.) LS I 102-1 MAINTENANCE OF TRAFFIC (5:/. MAX.) LS I 104-10-1 SYNTHETIC HAY BALES EA 100 104-11-1 FLOATING TURBIDITY BARRIER LF 400 104-13-1 STAKED SILT FENCE LF 2,600 110-1-1 CLEARING AND GRUBBING AC 1.8 110-4 PAVEMENT, REMOVAL OF EXISTING CONCRETE SY 460 120-1 EXCAVATION, REGULAR CY 340 120-6 EMBANKMENT CY 1,800 400-1-11 CLASS I CONCRETE (RETAINING WALLS) CY 37 400-2-10 CLASS /I CONCRETE (ABUTMENTS) CY 15 415-1-9 REINFORCING STEEL (ABUTMENTS) LBS 822 425-1-551 INLET, DITCH BOTTOM, TYPE E ((10) EA I 430-174-101 PIPE CULVERT (RCP) (/5") LF 42 430-174-101 PIPE CULVERT (HDPE) (/8") LF 100 430-174-101 PIPE CULVERT (HDPE! (/5") LF 90 430-174-101 PIPE CULVERT (HDPE! (/2") LF 130 430-982-123 MITERED END SECTION (/5") (4:/) EA I 520-2-9 CONCRETE RIBBON CURB (/') LF 60 522-1 CONCRETE SIDEWALK (4" THICK) SY 2651 522-2 CONCRETE SIDEWALK (6" THICK) (DRIVEWAYS) SY 452 527-1 DETECTABLE WARNING ON WALK SURFACE (RETRO) EA 8 536-73 GUARDRAIL REMOVAL LF 35 536-85-22 GUARDRAIL END ANCHORAGE (FLARED END SECTION) EA 2 575-1 SODDING (PARSLEY SEVILLE) SY 350 575-1-1 SODDING (BAHIA) SY 2,120 575-1-4 SODDING (ST AUGUSTINE! SY 10,600 700-46-21 SIGN EXISTING (RELOCATE) (SINGLE POST! AS 5 7/1-35-121 SOLID TRAFFIC STRIPE, THERMOPLASTIC !WHITE 12") LF 480 7/1-35-241 SOLID TRAFFIC STRIPE, THERMOPLASTIC !WHITE 24") LF 48 999-01 PREFABRICATED STEEL BRIDGE LS I 999-534-70 CONCRETE BLOCK RETAINING WALL (ANCHOR WALL SYSTEM OR EQUIV.) SF 1393 REVISIONS .Peg~~E~;!; BY DESCRIPTION PAY ITEM NOTES 101-1 MOBILIZATION SHALL BE A MAXIMUM OF 5:/. OF THE TOTAL BID PRICE. 102-1 INCLUDES THE COST OF ALL ITEMS NEEDED FOR TRAFFIC CONTROL, I.E. SIGNS, BARRICADES, FLAGMEN, ETC. IN ACCORDANCE WITH FOOT STANOARD SPECIFICATIONS AND PROCEDURES. MOT SHALL BE A MAXIMUM OF 5X OF THE TOTAL BID PRICE. 104-##-## TO BE UTILIZED FOR THE PREVENTION, CONTROL, AND ABATEMENT OF EROSION ANO WATER POLLUTION AND ARE TO BE USED AT LOCATIONS DESIGNATED ON THE PLANS DR AS DIRECTED BY THE CITY OF WINTER SPRINGS. 110-4 INCLUDES REMOVAL OF EXISTING CONCRETE DRIVEWAYS AND HEAOWALLS. INCLUDES AN ADDITIONAL 100 SY TO BE REMOVED AS DIRECTED BY THE ENGINEER. 110-1-1 INCLUDES THE COST OF REMOVAL AND DISPOSAL OF ALL OBSTRUCTIONS, INCLUDING, BUT NOT LIMITED TO: REMOVAL OF SHRUBS, TRIMMING OF SHRUBS, AND ALL OTHER LABOR AND MATERIALS NECESSARY IN ORDER TO CONTRUCT THE PROJECT. THESE OBSTRUCTIONS SHALL BE DISPOSED OF OFF SITE, IN AREAS PROVIDED BY THE CONTRACTOR. TREE TRIMMING WILL BE PERFORMED BY THE CITY OF WINTER SPRINGS. 520-2-9 THIS PAY ITEM INCLUDES THE REQUIRED BASE AND SUB-BASE MATERIALS. 522-1 INCLUDES THE COST OF WATER VALVE/METER ADJUSTMENTS AND ANY OTHER UTILITY ADJUSTMENTS DUE TO SIDEWALK PLACEMENT. 522-2 INCLUDES AN ADDITIONAL 100 SY TO BE PLACED AS DIRECTED BY THE ENGINEER. 575-# INCLUDES THE COST AND APPLICATION OF WATER AT THE RATE OF 30,000 GAUAC, AND FERTILIZER AT THE RATE OF 400 LB/AC IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. TYPES OF SODDING MAY VARY, CONTRACTOR TO MATCH EXISTING SOD AT NO ADDITIONAL COST. 999-01 INCLUDES ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION OF PRE-FABRICATED BRIDGE ACCORDING TO THE TECHNICAL SPECIFICATIONS. SHALL BE STEADFAST TYPE OR APPROVED EQUAL BY THE ENGINEER. CON TECH H-SECTION - WEATHERING STEEL FINISH. 999-534-70 SHALL BE ANCHOR TYPE WALL, BEVELED FACE, COLOR: WHEAT OR APPROVED EQUAL BY THE ENGINEER. INCLUDES COST OF CAP BLOCK, FREE DRAINING AGGREGATE, COMPACTED GRANULAR BASE LEVELING PAD, EXPANSION JOINT MATERIAL, AND FILTER FABRIC. NOTE: THE CONTRACTOR'S BID SHALL BE COMPREHENSIVE AND INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT INCLUDING ANY ITEMS NOT FOUND IN THE SUMMARY OF PAY ITEMS BUT NECESSARY TO COMPLETE THE PROJECT. ADDITIONAL ITEMS NOT FOUND IN THE SUMMARY MUST BE VALID F.D.OJ. PAY ITEMS AND INCLUDE UNIT COST AND ESTIMATED QUANTITIES. JUAN FONG, JR., P.E. LICENSE # 51932 PEGASUS ENGINEERING, LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 3270B TEL. 407-992-9160 CERTIFICA TE OF AUTHORIZA nON NO. 27770 ~ ~ SHEET NO. SUMMARY OF PAY ITEMS 2 DATE BY DESCRIPTION END PROJECT STA. 10+00.00 @ SHETLAND AVENUE REVISIONS PROTECT LA YOUT BEGIN PROJECT Iil STA. 16+40.00 'I!. NORTHERN WAY -<> ~ ~ % %~\ BEGIN BRIDGE STA. 19+77.65 @ NORTHERN WAY END BRIDGE STA. 20+56.54 If!. NORTHERN WAY ..: '" @ SHETLAND AVENUE ~ '" ., C5 II 11,-_ I' I 1L----==IS,y, ~ SHEET 17 ~"r ~ ~... JUAN FONG, JR, PE ~I LICENSE # 51932 eg!!'~E'!.~ PEGASUS ENGINEERING LLC 301 WEST STATE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTIFICA TE OF AUTHORIZA TlON NO. 27770 ~ ~ 800' z -- SHEET NO. PROJECT LAYOUT 3 8:38:l'/ AM f..... =<: lJJ ~ <:l: Q. CONSTRUCT GRAVITY WALL USING ANCHOR DIAMOND BEVELED FACE BLOCK OR EQUIVALENT :>- <:l: :.:: Cl <:l: a Q: ~ I 18'-20' 8 NATURAL lJJ ___ GROUND ------~ HORIZONTAL & VERTICAL CONTROL POINT (SEE TYPICAL SECTION SHEETJ 4" /'<%)"l'<Y>;/," . V . /~ ~)~>>;,::;\~~~,::;'<. / ",>>~%))>>)~<"l<'0 /~~ ,,( .~\((, 1/2" EXPANSION JOINT MA TERIAL BLOCK WALL DETAIL (SEE PLANS FOR LOCATIONS) VARIES 2'-12' (TYP.) 35' RIGHT OF WAY VARIES (SEE PLANS) Ii1 SHETLAND AVE. R/W LINE EXISTING GROUND ~ 5' CONC. SOD VARIES IDEWA LK ,(8'-/6' TYP~) I EXISTING I TIE IN TO GROUND ---r0f!..2-::-:~ EXISTING 1'~E.O.P. '.' .'-.., ----...../ , GROUND __- r ~ SHETLAND AVENUE STA.IO+OO.OO TO 26+80.00 R/W LINE MAINTAIN EXIST. SLOPE FILTER FABRIC 8" OF FREE DRAIN ING AGGREGA TE MIN. ONE FULL BLOCK BE LOW GRADE 6" MIN COMPACTED GRANULAR BASE LEVELING PAD * NO TE: QUANTITY IS BASED ON EXPOSED FACE (JNCLUDING CAP) PLUS I ROW OF BLOCK. HEIGHTS ON PLAN VIEWS BASED ON EXPOSED FACE (NOT INCLUDING CAP). WHERE THE WALL IS CALLED OUT TO BE 2' ON THE PLANS. IT WILL HAVE A FULL FOUR 6" BLOCK COURSE ABOVE THE SIDEWALK GRADE (24") PLUS THE 3" CAP. DATE fJ'( REVISIONS DESCRIPTION R/W LINE 35' RIGHT OF WAY VARIES (SEE PLANS) Ii1 SHETLAND AVE. EXISTING GROUNDl I 5' CONC. SOD! VARIES (8' TYP'; ,SIDEWALK i , EXISTING , ~. TIE IN';kO , . . EXISTING . GROUND " 0.02--:- <1:/ . GROUND ,~E.O.P. ---- -I ~ SHETLAND AVENUE STA.27+40.00 TO 34+80.00 . ~ JUAN FONG. JR., P.E. ~I LICENSE # 51932 'f!g!!!..~l!,!!.. PEGASUS ENGINEERING LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTIFICA TE OF AUTHORlZA TION NO. 27770 40' RIGHT OF WAY Ii1 NORTHERN WAY TIE IN TO EXISTING GROUND R/W LINE VARIES (SEE PLANS) SOD 5' CONC. (TYP'; SIDEWALK 1'---1 * ~~,/-,! -- O;!E. . --- --- --- --- NORTHERN WAY STA.16+85.58 TO 23+00.00 * SIDEWALK TO BE 6' OFF BACK OF CURB (TYP.). 40' RIGHT OF WAY Ii1 NORTHERN WAY TIE IN TO EXISTING GROUND EXISTING -r E.O.p.~GRO:~___ STANDARD CLEARING & GRUBBING SOD VARIES 5' CONe. (SEE SIDEWALK PLANS) I'~ 0.02 / EXISTING L GROUND -- --- --- VARIES 2' (TYP.) R/W LINE ! ~EXISTING . '1 ME- ~ - GROUND 4~ I NORTHERN WAY STA.23+00.00 TO 42+40.00 (+/-) --- TYPICAL SECTIONS 8:1():':X:? AM \ \Pe.}:J5iJS SHEET NO. 4 DATE 6' DETECTABLE WARNING PER FOOT INDEX NO. 304 (6 OF 6) /2:/ MAX. TIE SIDEWALK TO EXISTING EDGE OF PAVEMENT PROP. CONG. S IDEW ALK L______~---- ~EXIST. ASPHALT (TO REMAIN) TYPICAL SECTION SIDEWALK RAMP CONNECTION TO EDGE OF PAVEMENT EXIST. 6" CONC. ~ DRIVEWAY (TYP.) ____~_____ I I I ~ L___________J DRIVEWAY PROP. CONe. S/DEWAU( . I' · I \. ~ PROP. CONC. S IDEW ALK FRONT VIEW CROSS SECTION SIDEWALK CONNECTION TO DRIVEWAY TRIM WITHIN THIS AREA /0' MINIMUM VERT/CAL CLEARANCE PROPOSED SIDEWALK CONC. S /DEW ALK 1 I I \Y3Ltt ADD CLEAN FILL TO MAINTAIN A MINIMUM 4" OF COVER OVER ROOT BALL 4" MIN. NA TURAL GROUND NA TURAL GROUND "- " \ \ s. ;..-- . ~-1-r / / / / ROOT BALL I. FOR SIDEWALK CONSTRUCTION IN AREAS WHERE TREE ROOTS INTERFERE WITH EXCAVATION. 2. ALL COSTS OF ADDITIONAL EARTHWORK AND SOD SHALL BE INCIDENTAL TO THE COST SIDEWALK. TREE ROOT AVOIDANCE DETAIL REVISIONS . ... JUAN FONG, JR., P.E. ~I LICENSE # 51932 'eg!!.~E'!!!. PEGASUS ENGINEERING, LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTIFICA TE OF AUTHORIZA nON NO. 27770 BY DESCRIPTION TRIMMING DETAIL NOTE : ALL TREE TRIMMING WILL BE PERFORMED BY THE CITY OF WINTER SPRINGS. ~ ~ SHEET NO. MISCELLANEOUS DETAIL 5 3:4l):/1 AM I. ALL CONSTRUCTION PROCEDURES, MATERIALS, INSPECTION, AND TESTING SHALL,AS A MINIMUM, CONFORM TO F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2000 AND F.D.O. T. ROA[}NAY AND TRAFFIC DESIGN STANDARDS, LATEST PUBLISHED EDITION, UNLESS OTHERWISE NOTED. ISPECIAL ATTENTION IS DIRECTED TO STANDARD SPECIFICATIONS, SECTION 522 & DESIGN STANDARD INDEXES 304 & 3101. 2. DURING CONSTRUCTION, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES IMUTCD1 MILLENNIUM EDITION, PART 6 AND THE F.D.O.T. ROA[}NAY AND TRAFFIC DESIGN STANDARDS, LATEST PUBLISHED EDITION, INDEX 600 SERIES AT ALL TIMES. 3. THE CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES DURING CONSTRUCTlON,uNLESS OTHERWISE NOTED, AND SHALL NOT ALLON CONSTRUCTION EQUIPMENT OR ACTIVITIES TO ENDANGER PEDESTRIAN OR MOTORING TRAFFIC. 4. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING FEATURES THAT COULD AFFECT HIS OPERATIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. THE EROSION CONTROL MEASURES PER F.D.O.T. DESIGN STANDARD INDEX NO. 102 & 103 ARE THE MINIMUM REQUIRED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE CITY OF WINTER SPRINGS PROJECT ENGINEER OR THE REGULATORY AGENCIES. 6. CAUTION SHALL BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT UNNECESSARY DAMAGE TO SIGNS. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE CITY, SIGNS SHALL BE REPLACED BY THE CONTRACTOR AT HIS ONN EXPENSE. 7. ANY MAILBOX CONFLICTING WITH THE CONSTRUCTION OF THE PROJECT IS TO BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX NO. 532. NEW LOCATIONS TO BE COORDINATED WITH LOCAL POST OFFICE. SIDEWALK GENERAL NOTES 9. EXISTING UTILITY LOCATIONS SHONN IN THE PLANS ARE ONLY APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE ALL EXISTING UNDERGROUND UTILITIES LOCATED IN THE FIELD AND NOTIFY ALL UTILITY ONNERS PUBLIC OR PRIVATE, WITH FACILITIES IN THE AREA OF CONSTRUCTION ACTIVITIES FOR POSSIBLE CONFLICTS AND COORDINATE ANY ADJUSTMENTS AND/OR RELOCATIONS AS NECESSARY TO COMPLETE THE PROJECT. ALL NOTIFICATIONS ARE TO BE MADE ONE WEEK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ICONTACT SUNSHINE STATE ONE-CALL /-800-432-47701 10. UNLESS SPECIFIED IN THESE PLANS, UTILITIES ARE TO BE ADJUSTED BY OTHERS AND COORDINATED BY THE CONTRACTOR. /I. ANY DRAINAGE PROBLEMS EXISTING BEFORE AND DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY OF WINTER SPRINGS PUBLIC WORKS 12. EXISTING DRAINAGE STRUCTURES AND FACILITIES SHALL BE MAINTAINED AND FULLY FUNCTIONAL DURING CONSTRUCTION. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE PROPERTY. 14. EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 15. GRADE SIDEWALK FOR POSITIVE DRAINAGE, CROSS SLOPES NOT TO EXCEED 2X IAPPROXIMATELY 1:481. 16. NO SIDEWALK SHALL HAVE A LONGITUDINAL GRADE ISLOPE1 GREA TER THAN 5X IAPPROXIMATELY 1:201. THE MAXIMUM SLOPE ON A SIDEWALK RAMP IS 1:12 17. THE CONTRACTOR MAY ADJUST THE FIELD LOCATION OF THE SIDEWALK AS NECESSARY TO MAINTAIN A MINIMUM 2 FT. OFFSET DISTANCE TO ALL FIXED OBSTACLES AND VERTICAL DROP-OFFS. ANY ADJUSTMENT MUST BE APPROVED BY THE CITY OF WINTER SPRINGS ENGINEERING INSPECTOR PRIOR TO PLACEMENT OF ANY CONCRETE. 8. IT IS THE RESPONSIBILITY OF THE EXCAVATOR TO COMPLY WITH THE CURRENT STATE OF FLORIDA UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT AND/OR RELATED STATE LAW. THE FOLLONING INFORMATION IS BEING PROVIDED BY THE CITY OF WINTER 18. ALL DISTURBED AREAS WILL BE RESODDED TO MATCH SPRINGS IN AN EFFORT TO ASSIST THE EXCAVATOR BY LISTING UTILITIES THAT MAY THE EXISTING TYPE SOD, UNLESS OTHERWISE NOTED IN THE PLANS. PROVIDE SERVICE IN THE APPROXIMATE AREA OF THE PROPOSED CONSTRUCTION. THE EXCAVATOR SHOULD ASSUME OTHER UTILITIES THAT ARE NOT LISTED BELON MAY PROVIDE SERVICE IN THE APPROXIMATE AREA OF THE PROPOSED CONSTRUCTION. THE FOLLONING IS 19. WHEN PROPOSED SIDEWALK IS ADJACENT TO EXISTING ASPHALT OR EXISTING SIDEWALK, THE PROPOSED SIDEWALK SHALL MATCH THE EXISTING ASPHALT OR SIDEWALK. A LIST OF POSSIBLE UTILITY ONNERS: UTILITY ONNER BRIGHT HOUSE NETWORKS, LLC CITY OF WINTER SPRINGS PROGRESS ENERGY PEOPLES GAS - ORLANDO BELLSOUTH TELECOMMUNICATIONS SEMINOLE COUNTY TRAFFIC ENGINEERING SEMINOLE COUNTY FINANCE SOUTH SEMINOLE & NORTH ORANGE WTA EMBARQ CONTACT NAME MARTIN USRY DON CHENEY LISA WINGFIELD RUSSELL HARRIS KARRIE SNYDER DAVID MUNIZ DAVID JACKSON MARK KLAERS PAUL McKENNA PHONE NUMBER 407-532-8509 407-327-2669 407-942-9413 407-420-6608 407-539-0644 407-665-5679 407-302-3220 407-894-3804 407-830-3458 REVISIONS DATE BY DESCRIPTION 20. SOIL MATERIALS USED FOR FILL OR GRADING ACTIVITIES SHALL BE APPROVED FOR USE BY THE CITY OF WINTER SPRINGS ENGINEERING INSPECTOR PRIOR TO USE. 21. THE CONTRACTOR SHALL NOTIFY THE CITY OF WINTER SPRINGS ENGINEERING INSPECTOR FOR A FIELD INSPECTION PRIOR TO PLACEMENT OF ANY CONCRETE. 22. THE TEST REQUIREMENTS FOR CLASS I CONCRETE WILL BE WAIVED UPON PRESENTATION TO THE INSPECTOR A WRITTEN CERTIFICATION FROM THE PLANT THAT THE CONCRETE IS A F.D.O. T. CLASS I MIX FOR 3000 PSI CONCRETE. 23. FOR LOCATION AND SPACING OF EXPANSION AND CONTRACTION JOINTS, SEE F.D.O. T. STANDARD SPECIFICATIONS, SECTION 522-5 AND F.D.O.T. DESIGN STANDARD INDEX NO. 310. 24. FOR FINISHING AND CURING REQUIREMENTS SEE F.D.O.T. STANDARD SPECIFICATIONS SECTION 522-7 AND SECTION 520-8.1 & 8.3. DIVISION IMMEDIATELY. ~ ... JUAN FONG, JR., P.E. ~I LICENSE # 51932 eg!!..~,,':!.!!n PEGASUS ENGINEERING, LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIOA 32708 TEL. 407-992-9160 CERTlFICA TE OF AUTHORlZA TlON NO. 27770 25. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING PRE-CONSTRUCTION CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLAN. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLONED. 26. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF PROPERLY ALL CONSTRUCTION DEBRIS PRIOR TO COMPLETION OF THE PROJECT. 27. ANY N.G.V.D.-29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE THE CONTRACTOR SHOULD NOTIFY MR. RONNIE TAYLOR AT FLORIDA DEPARTMENT OF NATURAL RESOURCES, BUREAU OF SURVEYS AND MAPPING, 3900 COMMONWEALTH BLVD., SUITE 309, TALLAHASSEE, FLORIDA 32399. TELEPHONE 19041 488-2427. 28. ANY PUBLIC LAND CORNER OR COUNTY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCEO, THE CONTRACTOR SHOULD NOTIFY THE SEMINOLE COUNTY SURVEYOR IMMEDIATELY BY TELEPHONE. CONTACT MR. STEVE WESSELS AT SEMINOLE COUNTY PUBLIC WORKS/ENGINEERING, 520 WEST LAKE MARY BLVD., SANFORD, FL 32773. TELEPHONE 14071 665-5656. 29. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INCORPORATED TO PREVENT SEDIMENT TRANSPORT FROM PROJECT SITE. MINIMUM MEASURES REQUIRED SHALL BE UTILIZED IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 102. 30. ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT LAST STAGES OF CONSTRUCTION. 31. IRRIGATION LINES DAMAGED DURING CONSTRUCTION ARE TO BE CAPPED IMMEDIATELY AND REPORTED TO THE CITY OF WINTER SPRINGS ENGINEERING INSPECTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE THE DAMAGED IRRIGATION COMPONENTS TO PRE -CONSTRUCTION CONDITION AT HIS EXPENSE AS SOON AS PRACTICABLE. 32. DRIVEWAY LOCATIONS AND WIDTHS SHONN ARE APPROXIMATE, AND ARE TO BE ADJUSTED WHEN NECESSARY, AS DIRECTED BY THE ENGINEER. ALL CONCRETE DRIVEWAY REPLACEMENTS SHALL MATCH WIDTHS OF EXISTING DRIVEWAYS, UNLESS OTHERWISE NOTED. 33. ALL UTILITY POLES TO REMAIN UNLESS OTHERWISE NOTED. 34. CAUTION SHALL BE EXERCISED WHILE REMOVING AND RECONSTRUCTING CONCRETE DRIVEWAYS TO PREVENT UNNECESSARY DAMAGES TO DRIVEWAY PIPES. DAMAGED PIPES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 35. THE CITY OF WINTER SPRINGS WILL PREFORM ALL TREE TRIMMING. 36. TREE REMOVALS SHALL BE PREFORMED BY THE CONTRACTOR. CITY OF WINTER SPRINGS APPROVAL IS REQUIRED PRIOR TO ANY TREE REMOVAL. 37. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL NEW SOD FOR THE FIRST 14 CALENDAR DAYS AFTER PLACEMENT. 38. CONSTRUCTION ALONG ANY SINGLE RESIDENTIAL PROPERTY SHALL BE SUBSTANTIALLY COMPLETED, INCLUDING RESTORATION, WITHIN A MAXIMUM OF 14 CALENDAR DAYS OF DISTURBANCE, CONSISTING OF A MAXIMUM OF 7 DAYS FROM DISTURBANCE TO POURING THE SIDEWALK, AND ANOTHER 7 DAYS FROM POURING THE SIDEWALK TO COMPLETING THE RESTORATION, UNLESS OTHERWISE APPROVED BY THE CITY. 39. CONTRACTOR SHALL WALK THE SIDEWALK ROUTE WITH THE CITY PRIOR TO DISTURBANCE A T ANY LOCA TlON. SHEET NO. GENERAL NOTES 6 2:T~:j3 AM ---- ---- -~ " \ I BEGIN PROJECT STA. 16+40.00 Ii1 NORTHERN WAY R/W U"' ~ / /' - L R/W LINE SITE BENCHMARK ill STA. 16+25.()6 141.55 RT! jl NORTHERN WAY FOUND PK NAIL & DISK IN CONCRETE WALK SEMINOLE COUNTY il4116fJJI ELEVAT/ON= 49.28 N 515564.245 E 812618.633 ~ (5) ~ -::; ( CURVE I ) PI STA. = 13+56.51 Delfa = 90 19' 26" (L TJ D = r 18' 38" T = 356.51 L = 7/1.44 R = 4,371.82 PC STA. = 10+00.00 PT STA. = 17+/1.44 REVISIONS DATE 8f DESCRIPTION ~ Q:: Cl ~ Lu Lu Q:: (J /~ r I I ) ....j ....j Lu :s: a ::r:: I I ~ SITE BENCHMARK il2 STA. 19+61.94 123.04 RT! jl NORTHERN WAY SET5fe' IRON ROD SSMC ITRAV PT! ELEVA T/ON= 31.fJJ N 515300.381 E 812890.655 \ " Ii1 NORTHERN WAY NORTHERN WAY 5 350 47' 54" E DETECTA~LE WARNING STRIP R/W LINE ~ Q: Cl ~ Lu Lu Q:: (J [_ 8:Cv;EII ~~IE! ~=::: J L I\C~T~E~I\ V,A i J - - -7-~~---- // " ( 1 ,ISTOP" '\",~"/ ,~ 'J I ! / ~ \7 /219 HOWELL CREEK DR. (TO BE RELOCATED) I 700-46-21 I / I / / ....j ....j Lu :s: a ::r:: ( CURVE 2 ) PI STA. = 28+08./0 Delfa = 550 20' 13" (LTJ D = 30 28' 21" T = 865./1 L = 1,593.59 R = 1,650.00 PC STA. = 19+42.99 PT STA. = 35+36.58 ! I r--'~-IJT!U)v EASEMFNT fiJ -~~_. --'t::~- ~-------------- ~Peg!!~E~;!; JUAN FONG. JR.. PE LICENSE # 51932 PEGASUS ENGINEERING. LLC 301 WEST STA TE ROAD 434. SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTIFICA TE OF AUTHORlZA nON NO. 27770 ~ Q) <\i "l- i- ~ ------ THREE (3) CREPE MYRTLES TO BE REMOVED 19 -% <;<;... f1 ~I "'II ~I ! I ! / / ! ! / BEGIN GRAVITY WALL W/HANDRAlL STA. 19+58.07 END BRIDGE STA. 20+56.54 BEGIN GRAVITY WALLS W/ HANDRAIL (2) STA. 20+57.45 I I I I I I 936 ARABIAN AVE. END GRAVITY WALL W/HANDRAlL STA. 19+77.74 END GRAVITY WALLS W/ HANDRAIL (2) STA. 20+90.00 ---UTILITY EASLMENT EZJ.... .:.................. .' ,', .....,-. .... ',' '. CONSTRUCT 5' SIDEWALK (4" THICK) NOTE: FOR GRAVITY WALLS SEE INDEX NO. 520 NOTE: FOR ADDITIONAL BRIDGE DETAILS SEE SHEET 18 '? \;;y SHEET NO. PLAN SHEET NORTHERN WAY ST A. /5+40 TO 2/+20 7 8:46:49 AI,1 /IICff T ~ 0D MODIFY EXIST. INLET STA. 23+30.74 27.68' IRTJ REPLACE INLET GRATE TYPE C D/W SITE BENCHMARK #3 STA. 23+06.32 (/7.74 LT; f! NORTHERN WAY SET%~ IRON ROD SSAlC (TRAV PTJ ELEVA TlON= 46.49 N 575073.633 E 873/52.9/2 rR/W LINE 1--- ----- --- ------ --- --- -- 22 S49'09'12"E 346,69' SURVEY BASELINE '\ ~ lrf~ II II "-II ~II s55'25'58"E 399.43' SURVEY BASELINE Ii1 NORTHERN WAY 24 NORTHERN WAY 25 - - -==- -==-- -====-- -=:::::::::- --====- -===-- ~-- n ---------------c-__ IRON GATE - ~A\"V ----o~-6 ~~'I Pr - - COLUMN ,I it/lie/1fT U MASo,^ll-rY PLANTER PLANTER W/UGHT CONST. 5' CONC. SIDEWALK 14" THICK) 23+56.42 37.89' IRTJ WIL/GilT >' >> al- m BEGIN 2' CONC. BLOCK RETAINING WALL STA. 23+43.01 36.70' IRTJ END 2' CONC. BLOCK RETAINING WALL STA. 24+89.40 37.74' IRTJ \I'=> I , u,,~ ~ ~ '<;( < ~ Q:J Q? '<;( I I I R/W LINE (\'\ V /027 NORTHERN WAY 936 ARAB/AN AVE. /025 NORTHERN WAY \II] -----ft----_ (TO BE RELOCATED) I 700-46-2/1 CONSTRUCT CONCRETE DRIVEWAY 16" THICK) ( CURVE 2 PI STA. = 28+08./0 Delta = 550 20' 13" IL TJ o = 30 28' 21" T = 865./1 L = 1,593.59 R = 1,650.00 PC STA. = 19+42.99 PT STA. = 35+36.58 R/W I I I [_:= ;ji~(~(A~C:=:= J L I\C~TME~I\ V,A 1 J - - -7-=_"C - - -- / '" :~sTop1: \ / "-~ -! ,,'\ v [2]...-....; " ..... ,"-". '.T' "_' _" CONSTRUCT SIDEWALK 14" THICK) IS' WIDE UNLESS OTHERWISE NOTED! REVISIONS ~ ~ JUAN FONG, JR., PE ~I LICENSE # 51932 eg!!..~E'!!! PEGASUS ENGINEERING LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTfFICA TE OF AU7HORIZA TfON NO. 27770 PLAN SHEET NORTHERN WAY ST A. 2/+20 TO 26+60 SHEET NO. DATE BY DESCRIPTION 8 8:4i.::5C AM TUSCAWILLA GOLF AND COUNTRY CLUB 1027 NORTHERN WAY SITE BENCHMARK #4 STA. 27+/1.09 1/7.67 LTJ ~ NORTHERN WAY SET %' IRON ROD SSMC (TRAV PTJ E/EVATJON= 49.36 N 57847.008 E 873481.827 SITE BENCHMARK #5 STA. 32+/2.83 (24.43 Rn f2. NORTHERN WAY SET 5/8" IRON ROD 5SMC (TRAV pTJ ELEVA nON = 52.46 IV 574646.06/ E 873942.458 --- -- _L~_U" - ----- ---- - ----- ----- ------ fil NORTHERN WAY 27 8i q ::0 S66'25'52'E 502.55' SURVEY BASELINE 29 NORTHERN WAY 30 l-O\ ii C) G 6) /-1 ::J .-s- "f "" -s- 'v ~ ~ (f ~ S? 'v ~ ~ ~ " & '" ~ Ci ~ en ;:j ~ i". r & 0f ~ ~ "? 0f 'li ~ 'li lO\ nit 1029 NORTHERN WAY I I 'C Cc ~ ::t ~ " le, S Q '" '" G " Q, ~ ,~ s ~ ~ '" ~ 23 '" Q '" C, ~ ~ Q, "" \,1'~ ~ '" R/W LINE 1033 NORTHERN WAY 11) 1031 NORTHERN WAY , ! I I I I I I ! I I I I ( CURVE 2 ) PI STA. Delta D T L R PC STA. PT STA. 28+08./0 = 550 20' 13" (LTi = 30 28' 21" 865./1 1,593.59 1,650.00 19+42.99 = 35+36.58 ~,'.,'.',',' ~ CONSTRUCT 5' SIDEWALK (4" THICK) REVISIONS ~ ~ JUAN FONG, JR., PE ~~I LICENSE # 51932 eg!!.~E'!!! PEGASUS ENGINEERING, LLC 301 loIIEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTlFICA TE OF AUTHORIZA TlON NO. 27770 Q) lnoxpo...... 1"9.. PLAN SHEET NORTHERN WAY ST A. 26+60 TO 32+20 SHEET NO. DATE BY OESCRIPTiON 9 8:46:5/ AM R/W LINE ~ I >- <( :s: :s: a -.I :::.::: S:2 :s: ~ R/W LINE TUSCAWILLA GOLF AND COUNTRY CLUB TUSCAWILLA GOLF AND COUNTRY CLUB --~-~LV~-~---~_~_~_-_-_-_s,v_ _ _ _ ; -~, :-- MB - - _ _ ST,V - _ _ ~aTV _.:'IL \ Cc)NC. / C5" - _ _ ~'~:~:::..:~ ":-.-:~.~.:,~~0~~T~Vi~;.~~~~X' ~2:.~~~v~sl~~SR~1'~~~~~~~;';';'~".;"v~..~.~ --r.D.RIVE ;- '::E!f!A~\ ~cl- - - -1- - - - - ~ -~o~~ MASON~~~~11~J-:; T CON~~. ~'~S=T~'~'~'~ '~T' --=:::::::::::: ........ INV-S3./6. ~,r--~~~""~TV"~""" <$~J3.:/6,-~"f)R'V~.I"""STV""'C"'STV""""""STV....".\.LBI~_'I:2V"HEAD/FAe ..,.. .~. ....f..STV........ STV.......... ~~ --........... ...... ". . INV-53.38" - -1'''- .!"' ~'!".vlt1.!''- "- ':.T_ 1 _ _ _ _s~ ~It: '_ 'I:ON~' . . . . ~ . . . . . ST V . . . . MAS(JNffY "ST v _ '- {,"=J5.4'1--:.=\= = = =7- r ~~~R ~=r / .... r '. . .: '. :....:. '.:'. :. ':"':". ". :..... ~ 18 ~M - ='-INV=fff.~1 ~ 12' CMPI ~~. HEA~ALL . - - - - w - - - - - - - - - - - "'HrNJl/fJ.c - - Z; eMP - -I"1:=5~~!t - - - - -1,,- - is-ClIP- -~iNV~~5~~ ~ ~ ~.~. - - - - - - '1,,- - .- - - - ~ . ~ I' ~ L'n .'" L :','.: '.fW 54:09 '" '.. ,Qc &i I LuAR:[J' CEDAR t~- if i "c. mEE & TREE \ I~ ~ I~j g ,'~ ~ & . ~ A ,~ ~ N 880 5/' 55" E 36 NORTHERN WAY SITE BENCHMARK #ij STA. 37+05,96 /23.78 LTJ @ NORTHERN IIAY FOUND 4"x4" CONCRETE MONUMENT SEMINOLE COUNTY #GPS 0307 TROUT ELEVAT/Ol/= 56.20 N 574671.967 E 874437.860 C\J --- RM UNE ~ I I __L_- ~ ~ :..., ..... ::0 ---- - ---- -- 12 NORTHERN WAY co ll) <ci "l i- ll) "l 35 '" V) i- a.. 37 N87'OO'24"E 496.08' SURVEY BASELINE '" '" LINE '" ~ ?l n c c ~ n c c ~ ':: ~ " ~ ~ ;:j & ~ ~ ~) BEGIN 2' CONC. BLOCK RETAINING WALL 37+15.59 39.00' (RT! "p- CD ~ "p- WATER METERS (TO BE RELOCATED) LOT 17/ L07 169 1035 NORTHERN WAY LOT /70 /039 NORTHERN WAY 1037 NORTHERN WAY i I I i i I ! i I ( CURVE 2 ) PI STA. = 28+08./0 Delta = 550 20' 13" (LT! D = 30 28' 2/" T = 865./1 L = 1,593.59 R = 1,650.00 PC STA. = 19+42.99 PT STA, = 35+36.58 [23...:..;.....;. .,',', .', ..... ..... ...... CONSTRUCT 5' SIDEWALK (4" THICK) ( CURVE 3 ) PI STA. = 41+09.99 Oe/ta = r 53' 51" (U) D = 00 16' 55" T = 336.67 L = 673.27 R = 20,329,77 PC STA. = 37+73.32 PT STA. = 44+46.59 REVISIONS ~ ... JUAN FONG, JR., P.E. ~I LICENSE # 51932 eg!!.!f!!,,'!.!! PEGASUS ENGINEERING LLC 301 WEST STATE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTlFICA TE OF AUTHORIZA TlON NO. 27770 Q) . """"''''''' "" .. . PLAN SHEET NORTHERN WAY STA. 32+20 TO 38+00 SHEET NO. DATE BY OESCRIPTlON /0 L R/W LINE CONST. CONC. D/W (6' THICK) CONSTRUCT 25 LF OF NEW 18' HDPE CULVERT CONST. CONC. D/W (6' THICK) CONSTRUCT 25 LF OF NEW 18" HDPE CULVERT 39 . '-' ~ ...:".".-: -'. .' '..~, - . .' I I I BEGIN 2' CONC. BLOCK RETAINING WALL 38+50.93 39.00' (RT! I END 2' CONC. BLOCK I RETAINING WALL 39+33.47 39.00' (RT! L R/W LINE BEGIN 2' CONC. BLOCK RETAINING WALL 39+43.53 39.00' (RT! END 2' CONC. BLOCK RETAINING WALL 40+19.83 39.00' rRT! LO T /68 /04/ NORTHERN WAY REVISIONS DATE BY DESCRIPTION LOT TUSCAW ILLA GOLF AND COUNTRY CLUB f2 NORTHERN WAY Q:: "- "- ~ ~ NORTHERN WAY ~ CONST. CDNC. D/W (6" THICK) 44 CONCRETE M8 --IIfA1J//M:t-~--T-- . . . . . "Te(Y='55!1JT v . . \ . 'Cl'NG. . . t -=::Is T GONCI]E~ .--=-= ~ -:---- - - - - - - - - - - - /NV=54.00 '\ DR/'VE' / HEA/J//ALL STVSTv. . - . . - . - . . . - STv . - . - . . . . . - . s/II~=52.85,,' ~ "-T.~ii~;;~4.;;.'':':': -;.,~~W- \~~;~~ty. :.",{$=fNi ~ ~ ~au~ - ~ ..",- - -... - -. ~,:-~~~... .....::~;;-"'~; ~~ :.:, :-<~:'~~ ':' SITE BENCHMARK #7 STA, 40+92.49 136.86 RTI SET %' IRON ROO SSMC ITRAV PTI ELEVA TlON= 56.63 N 574621.509 E 874826.031 /68 41 ',' .....-.,.......,..,.--......- '" '., 02' METAL POLE 6' TAU 42+21.45 28.40' (RT! BAHIA SOD LOT /67 1043 NORTHERN WAY ~.'."." ~ CONSTRUCT 5' SIDEWALK (4" THICK) . W2 JUAN FONG, JR., PE Jrl LICENSE # 51932 eg!!.~E':!.!! PEGASUS ENGINEERING, LLC 301 WEST STATE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407.992.9160 CERT/FICA TE OF AUTHORIZA nON NO. 27770 ~ '-' PLASTiC' ~ "XESS ',. '?- ~OVER E!IJ I rt., ~.! I '-1\ / ,,'r ~" ~ ^ >S ,",' '.j ~ ~ f;f .... ...... .~.. ,',' ..:..'~ ST ~85'45'30'E' - 392.5f1! = SURVEY BASELINE ~ tf ~ (f ~ '" CONSTRUCT 25 LF OF NEW 18" HDPE CULVERT / ~ ~ " ~ (f G ~ '" I i I I I I i I I i f I I j I i I I I I j , /66 1045 NORTHERN WAY ( CURVE 3 ) PI STA. = 41+09.99 De/ta = 10 53' 51" (L n D 00 16' 55" T = 336.67 L = 673.27 R = 209329.77 PC STA. = 37+73.32 PT STA. = 44+46.59 SHEET NO. PLAN SHEET NORTHERN WAY ST A. 38+00 TO 44+00 8:46:53 AI) /1 TUSCAWILLA GOLF AND COUNTRY CLUB THIS AREA TO BE GRADED TO DRAIN TO THE ME.S. CONST. CONC. JACKET (INDEX 280) SAWCUT EXIST. PAVT. AND CONSTRUCT 60 if OF CONCRETE RIBBON CURB (SEE INSERT "C") STA. 45+08.83 10.02 RTJ Iil NORTHERN WAY STA. 35+13.18 10.00 RTJ Iil SHETLAND AVE. CONST. 6' SIDEWALK ,/cn~, , --i I 110 ~ J \~/ (TO BE RELOCATED) I 700-46-21 I 0\ _ .lO <0 "l- et: 1- "l- ;.... "l- to- Ri <i. ~ l- V) 44 l- e.. DATE SITE BENCHMARK #8 STA. 44+84.32 (2550 RT! @ NORTHERN WAY SET %" IRON ROD SSMC (TRAV PT! UEVAT/ON= 53./0 N 574050.544 E 8752175/4 "- "- .... .... .... " " \ \ \ \ \ \ \ \ LOT /65 ~ ~ ""l: ~ ""l: --..J I-- ~ V) )'~c:-, r 0 't II I- I~ ",,- C!J_/ (TO BE RELOCA TED) I 700-46-2/ I __L_R~LlNE NOTE: REMOVE EXISTJNG STOP BAR ALONG WESTBOUND NORTHERN WAY. NORTHERN WAY 47 Iil NORTHERN WAY ~~~ U>E R/W LINE MATCH LINE (SEE SHEET 26) CONST. CONC. D/W (6" THICK) AND 25 if OF NEW 15" HOPE CULVERT )' '" ( )1 IISTOP11 "--_.../ C0 CONST. 15" MES (4:/i STA. 44+50.84 (28./6 RTJ FL 50.29 BK INDEX NO.: 273 (TO BE RELOCATED) I 700-46-21 I REVISIONS BY DESCRIPTION ( CURVE 3 ) PI STA. = 41+09.99 Delta = r 53' 51" (LT) D = O' 16' 55" T = 336.67 L = 673.27 R = 20,329.77 PC STA. = 37+73.32 PT STA. = 44+46.59 ~Peg~~.~;! JUAN FONG, JR., P.E. L/CENSE# 51932 PEGASUS ENGINEERING, LLC 301 WEST STATE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTIFICA TE OF AUTHORIZA TION NO. 27770 <),'0 '0 Co . l> - f.,'. t; - t . r;: > . 12" STAaL/ZED SUBGRADE . . '.:.:- qauPAc-Tm 5~Bi;R~G~ -: . :- :- . . . '. . INSERT "e" RIBBON CURB DETAIL NTS 48 ~."'.' ~ 12" SURFACE MATERIAL ~ / BASE COURSE 49 50 -~--- I I I I I I I I I rOT I t CONSTRUCT 5' SIDEWALK (4" THICK) Q) . -....... I'"~ - . PLAN SHEET NORTHERN WAY STA. 44+00 TO 50+00 SHEET NO. /2 Q:J C) C) tJ C) -< V) -1 C) 1\" <: Q tJ ~, ::0 ~ R/W LINE AREA OF CLEARING AND GRUBBING AREA OF CLEARING AND GRUBBING AREA OF CLEARING AND GRUBBING C3 ..J::". Ul <: S C) -1 ::0 ....., ~ G; "I ~ ::0 <: ~ ):> -< 40' MATCH LINE (SEE SHEET 12) ~:"':"":":"":"':"':"':'P:"':"':"':"':".:..:........:...:..:...:...:..:.,.j .....;.. . ..... ...... .... ". .. l~ .' 288TV~ =----"-L~.~ '....:....o~ =-.:....^=-: =-.:..... ~9'[)~/V[~ ...^..":.8..:....:.......::....:.......:.....:.:....:....: .....^...:':8~^~. 30..:....:.......::....:...~ ~':....:....:: =-.:..... -=-:.....-=...:....~L':....:....: 3/- - - ~:....:...... :....:......:....:......~...::..::...8..::....:....i '32~^~:"":"": ..::....:.......::....:.........::....:..^~L"--=-. ..::....:.........::....:... '.33'H8 Iil SHETLAND AVE. -~ RM U", ,.. C) -1 o r-- ):> ....., CD ~ C) C) ~ ~ ----i c::1'li ~ <::::0 ~ ~ o ----i V) ~G<] I'li ~ V) G) V) Q:; '-N Q:J <..DI <1ik C) ! REVISIONS DATE BY DESCRIPTION SHETLAND AVENUE SITE BENCHMARK #9 STA. 30+30.72123.86 RT! @ SHETLAND AVE. SET %" IRON ROD SSMC ITRAV PT! ELEVAT!ON~ 52.72 N 574195.390 E 875274.036 c- O ---! G\ -h [J]...........' ..........,.-. . ..... .... '. CONSTRUCT 5' SIDEWALK (4" THICK) .... JUAN FONG, JR., P.E. III LICENSE # 51932 eg!!.~EI;!!!" PEGASUS ENGINEERING, LLC 301 WEST STATE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992-9160 CERTlFICA TE OF AUTHORIZA TlON NO. 27770 Q) In"""",,, I'" . . ALS - - - - - - - - - - AL8 - - - - - --r-- ~."1. _- --, ,.. o .~ .3ii U1 PLAN SHEET SHETLAND AVENUE STA. 28+00 TO 34+00 5:4':J:SG AM 00 ):,r-- G)):, I'li----i V) CD eaC) <..DC) I~ <..D~ C)""-J ~ ~ ~ ----i c::1'li <::::0 ----iV) G<] ~ G) V) 4 SHEET NO. /3 ~ \,C \ I I \ \ ~ ~ 805 DYSON DRIVE I I \ I I I I I I I I I \\ 1\ I I I I \\ ~R/W LINE I I I I I \ 800 DYSON DRIVE ~ I I I I I I I I I I I I I I I I r' I I I I I I \\ \ \ \~ I \I I '+ 1\1 I N I I \ I \ \ \ \ 4. '6'1 \ I t, . I I I I I \- q,\\\ \ \ \ \ \ \ \ \ 1\ I 11\ I I I \ \ 11\1 ) I ~ \ 1\ \ I 'i \ \ - -\ \-' ~~~ - -~ I \I__-~ \~\ ~\~~ / ~- - {j IS~R[~ :::~-W,,- - a"V- I ;;,iv- - - --- ~" \ 'I' ~--!-::::::- ~- ,I' ~y- ,," ';1,1,1 ,," " \ I " -~y , - - - - - \ \. - -, v;" " ___ ____ > 15'." " ~ ~'\ 9. \J\ o = ~ MATCH SIDEWALK BY OTHERS AVOID CUTTING INTO STEEP SLOPE AT THIS LOCATION REMOVE EXIST. HEADNALL INSTALL CONC. JACKET !INDEX 280) CONST. 105 LF OF 12" HOPE CULVERT AND FILL EXIST. SWALE .';' " 6'" - R/W LINE /' --------- (/ ------ ---- ------- " ,"- " "-~v '3''11 '0\ , SOOorr 4 BI>SEUNE \ SURVEl - -------- - - ------- \ \ ST V - - _ - - - - - f3T V ____STVSTV-- -- I I / RELOCATE EXIST. CABLE BOX \ \ SHETLAND AVENUE - ~ R/W LINE SITE BENCHMARK #10 STA. 26+54.93 122.61 RTJ @ SHETLAND AVE. SET %" IRON ROO SSMC fTRAV PTJ ELEVA TJON= 55.88 N 5738/6.746 E 875272.084 I I / f...... ~ a a " '.J G I I / ( CURVE 8 ) C~ -- \ I I / I I / PI STA. = 24+54.71 Delto = 450 42' 36" IL TJ D = 60 49' 15" T = 354.05 L = 670.14 R = 840.00 PC STA. = 21+00.66 PT STA. = 27+70-80 G1 ~ ~ CONSTRUCT 5' SIDEWALK 14" THICK) REVISIONS e... JUAN FONG, JR., P.E. ~I LICENSE # 51932 eg!!.~E'!~ PEGASUS ENGINEERING LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL 407-992-9160 CERTlFICA TE OF AUTHORIZA TlON NO. 27770 Q) """""'...... "" . - . PLAN SHEET SHETLAND AVENUE ST A. 22+40 TO 28+00 SHEET NO. DATE BY DESCRIPTION /4 '-<:':!:':_",7 Ai'! "1 <q \0 co + ~ '<( h It) h Q. ..." ~ :0 II II ~ ~1 I I R/W LINE ~ I DATE BY 0D CONST. DBI TYPE E W/ STEEL GRATE STA. 17+03.00 29.00' (RT! GRATE EL. 57.4 FL. 55.5 BACK FL. AH (6" PVC) FL. LT (15" CMP) FL. 55.5 RT 1/5" RCP) CONST. CONC. D/W (6" THICK) G', '~/ / X"X" 990 SHETLAND AVE. BEGIN 2' CONC. BLOCK RETAINING WALL 18+76.63 25.54' (LT! G', ~..A / 7, ,,' 992 SHETLAND AVE. SOD D 992 SHETLAND AVE. TO BE PARSLEY SEVILLE END 2' CONC. BLOCK RETAINING WALL 19+06.63 25.42' (LTJ 5'OP 0"" '_~""L_R"" U"' D/W CONSTRUCT 25 LF OF NEW 12" HDPE CULVERT f <~ # 0.,,'.,,' . . ..... .....-. .... ... --,.. '.-.< . -'- ", ",-' ~ B~ ~ ~.~. ~BL>LBT--"-'-'~,~ ~ -,,-,,-v~' ~. ~ ~ _' ~ -~v -=--B~ _ ---.: ~- ~B~ ~- -=- _ _ _ /8 /9 SEE DETAIL "C" 20 S43'/I'46"'11 409.84' SURVEY BASELINE I-- Q: ::::, () () (') <':: ~ I-- V) ::::, ~ REVISIONS DESCRIPTION SITE BENCHMARK #12 STA. 17+63.31 (24.83 Rn @ SHETLAND AVE. SET %" IRON ROD SSMC ITRAV pn ELEVA nONe 57.58 N 573070.891 E 874795.061 ( CURVE 7 ) PI STA. = 14+38.25 Delta = 400 II' 46" (RTI o = r 44' 34" T = 270.77 L = 519.15 R = 740.00 PC STA. = 1/+67.48 PT STA. = 16+86.63 SHETLAND AVENUE I Ii! SHETLAND AVE. --~R"" U"' R/W LINE 6" CONC. D/W J" MI . covg~ SLOPE I \= 12" HDPE ~EXIST. GROUND 6" CONC. D/W 8X SLOPE DETAIL "c" <c/ /0 0;..' 1....:.;..;..:1 CONSTRUCT 5' SIDEWALK (4" THICK) .... JUAN FONG, JR., PE ~I LICENSE # 51932 'eg!!~E~!! PEGASUS ENGINEERING LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL 407-992-9160 CERTIFICA TE OF AUTHORIZA nON NO. 27770 / X"~ ,- 994 SHETLAND AVE. \0 \0 g + i3\i ~ It) ~ 'WArE,~ METeR ----- . '. ..... . ....2. -\- \ .; ". ". ',:',:',. .::; CONC. \='~g-; ~ :". . _____BTV_ ~~j\~[~22~-- <~ ( CURVE 8 ) SITE BENCHMARK #/1 STA. 21+71.60 /18.41 Rn @ SHETLAND AVE. SET NAIL & DISK SSMC (TRAV PTJ ELEVAnON= 56.25 N 573369.672 E 875075.598 PI STA. = 24+54.71 Delta = 450 42' 36" (LTJ o = 60 49' 15" T = 354.05 L = 670.14 R = 840.00 PC STA. = 21+00.66 PT STA. = 27+70.80 PLAN SHEET SHETLAND AVENUE ST A. /6+60 TO 22+40 E:4c:;:_';,~- J:M -- SHEET NO. /5 'P ~ 10' ~ \ \\, ~ \ \, \ \, \, \ \ tr \, \ \ SITE BENCHMARK #13 \, STA. /3+16.49 111.43 LTJ \ ~ SHETLAND AVE. '\ SET %" IRON ROD SSMC ITRAV PTi \ ELEVATiON= 60.60 \, N 572721.726 \ (:J!;q E 874522.685 lJ?-- -- - ,- ~[i\ .... '.. '. ~) -\ 21' '0 --\ INSERT "B" C, '-=~\ 984 SHETLAND AVE. 986 SHETLAND AVE. REPLACE EXIST. D/W WITH TYPE IN INSERT "B" 988 SHETLAND AVE. RELOCATE THE. RISER CONST. 35 L R/W LINE . ',~' ....; ..... .','; AVENUE ~ -:::----- ~~ ------- "S \,/<S ~-- t",<Ji 'O~SSI; _ _ SG S'0~;0 _ _ ______ R/W LINE GRADE THIS AREA TO ALLOW LOW POINT AT DRIVEWAY TO DRAIN OFF INTO GRASS AREA. ~--') -\ ~~ -\ fD \~ -\ ( CURVE 7 ) 'P co PI STA. = 14+38.25 Della = 400 II' 46" IRTI D = 7" 44' 34" T = 270.77 L = 519.15 R = 740.00 PC STA. = //+67.48 PT STA. = 16+86.63 CONSTRUCT CONCRETE DRIVEWAY 16" THICK) CiJ.......... ......... ..... .... '.,' '. CONSTRUCT 5' SIDEWALK 14" THICK) REVISIONS . JUAN FONG, JR., P.E. LICENSE # 51932 PE!g!!.~EI;!!!.., PEGASUS ENGINEERING, LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL 407-992-9160 CERTlFICA TE OF AUTHORIZA nON NO. 27770 ~ ~ PLAN SHEET SHETLAND AVENUE STA. /0+90 TO /6+60 SHEET NO. DATE BY DESCRIPTION /6 3:16:'39 AM --~-ft I I I I ! I -~ L__ 45 SOUTH CITRUS ROAD 46 __ L_ .::ro~~-~~'I!L~--==~'C:~---'~Zffi'~=---'-~"~"~---7~""'- - - - - - --"'<' R/W LINE rr ~- 47 - - - 3~ - - - - - ~^'=- - - - -_-.;._ ~.-~_,39 ~__- - - rr REVISIONS DATE BY DESCRIPTION EZJ.... .... . :, .:.. - ..-.'~ ......... .... 501'28'/5'W 487.55' 5URVEY...BA5wm; _l. -~~---~-..:..:.....-~'- CONSTRUCT 5' SIDEWALK 14" THICK) .... JUAN FONG, JR., P.E '-1 LICENSE # 51932 eg!!lf!.,I;;!!!a PEGASUS ENGINEERING LLC 301 WEST STA TE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL 407-992-9160 CERTIFICATE OF AUTHORIZATION NO. 27770 MATCH EXIST. ASPHAL T TRAIL I DETECTABLE WARNING STRIP BEGIN Iil SHETLAND AVENUE STA. 10+00.00 49 ~ ~ R/W LINE~ I I I -~ C) & ~ r ...... () I I 40' Z - 984 SHETLAND AVE. I I l!o I (~ 1 ';;.~ I' '" 1 ;---I'l ',-- -q~ I '~ ~ I' ~ 1 ~~ I J 0 ~6 ' q ~ a ~ EX/ST. STREET LIGHT POLE Iil SHETLAND AVE , I S -0L',1 __HETLAND AVENUE : I ----- 'I R/W LINE 507'5/'58"E 415.3/' SURVEY BASELINE 'l1~1J I'll I '~d~-'- I rr II I II I JI I " I' I I ' I I I .-, - '7..::". ~-- - 30 - - ":__-. SITE BENCHMARK #14 STA. 49+05.34 122.72 RT! @ 5. CITRUS ROAD SET %" IRON ROD SSMC ITRAV PT! ELEVATION= 64,89 N 572310.328 E 874579.524 I I I I ! I 1 I I I i IE I I 'rr I -<>- END Iil SOUTH CITRUS ROAD STA. 49+95.52 I I I I I I i I I I I I If- I I I I I Q, c G ;:; PLAN SHEET SHEET NO. SOUTH CITRUS ROAD STA. 45+00 TO STA. 49+95.52 SHETLAND AVENUE STA. 10+00 TO STA. 10+90 17 5:17:.' /,M BRIDGE WALKWAY WIDTH 6.0' _I- I EXIST. GUARDRAIL IN CONFLICT WITH I ~RQE. SJDEWAbK--- - - - - - - 1- TO BE REMOV[Jl _ _ - - - - 11__--- ---~-~~l,~?t~=~~~~~=============== / - - -- -- 7 - - - - - -", - - - -- - -- -- _ I I I I I I I I I I I I I I I CONST. FLA~E~ END SECTION I ~ 20 @ NORTHERN WAY Oi ll1 a b a ::0 I I I I I I = - u___ ___ -;::~~rrJ7i='\._. td /~~~~__>_CQ - . - - - -. -- --- ~ ~. - -- - - - - - - - - - --m-BE -REMOVED=~ ~_~-<J I ~ - -f- T I ) -/51J vel;) -!/----~~~->~--- -~/-)-;-- ---===-==-~=1D===D-/f===--======-- ~ / ~ , I ~' I BRIDGE ONST. FLARED '- c~ U TH 8.0' END SECTION '- - 0 BEGIN BRIDGE [ BRIDGE STA. 19+77.65 (23.55 RTJ @ NORTHERN WAY x x x x x 8cv x x x x x x x ( CURVE 2 ) ~~ PI STA. Delta D T = 28+08./0 550 20' 13" (LT) 30 28' 2!" 865./1 OVERALL 80.00' (-". I BRlfitLENG+___ _ _____---~~~D-- \ c~ I LJ ----- u . T ~;-/ ~OGE - ,------------- 0 -~--- [ BRIDGE STA. 20+56.54 (23.42 RT @ NORTHERN WAY / / / R PC STA. PT STA. - 1,650.00 = 19+42.99 = 35+36.58 H/I'I UI.'::: NOTE: BRIDGE SHALL BE CON TECH, H-SECTION WITH WEATHERING STEEL FINISH & CONCRETE DECK, ALSO PROVIDE WOODEN HANDRAILS ALONG BOTH SIDES. EXISTING PROP. CONC. SIDEWALK 38' 26' ~ [ BRIDGE CONC. S IDEW ALK EXISTING GROUND 38' 34' 34' 22' '----- EL 30.43~~ J! I ~ ' ~ ~ 30' 30' -- -- -- --rT---EL 29.78 1\ I I GRAVITY WALL 26' PROP. GRAVITY WALL ------------ ~ ---........ "'-- ~ - - - - - - - - ./' ~EXIST. GROUND A T CENTER OF PROPOSED BRIDGE 22' i: 18' 18' 14' 14' REVISIONS ~ ... JUAN FONG, JR., P.E. ~I LICENSE # 51932 e9!!.!!.'!.!!.. PEGASUS ENGINEERING, LLC 301 WEST STATE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 32708 TEL. 407-992.9160 CERTIFICA TE OF AUTHORIZA nON NO. 27770 Q)InOO_ "" - . PEDESTRIAN BRIDGE DETAIL PLAN & ELEVA nON SHEE T NO. DATE Ef( DESCRIPTION /8 8:35:32 AM r;r ~!~ 1 ~I t 6 ' ~l~l_ DATE Eft 1 1---- -- 1 I I Q I I I I i~~-~---~ r-- 6 - #4 Bars Lopped 12" Min w/ Horiz. Reinf DESCRIPTION 41-611 FFBW 3'-9';4" 9'-0" .1. @ Abutment I & Bridge I I ([ Bearing ~ .1-- 7' -6'12" PLAN Abutment I Shown Abutment 2 Opposite Hand #4 Centered --------/ END REINFORCING REVISIONS 4'-6" 3'-9';4" .'.. A I .~ --~ \ \ ""7l -<h-- T- I I I ~Lr([ -t I -;: T- -- Or) Anchor Bolts "" J c: '2 .2 I :2 "" c: Vl '2 '--- .2 '" ::; t; c: -a Vi C\J ~ "" ::; '--- .~I '" -a c: "" <::)1 -2 ~ Ci Q) '-- C; Sta. 19+77.65, 23.55 Rt Abut.! Sta. 20+56.54, 23.42 Rt Abut 2 -3 - #4 Bars Lopped 12" Mln w/ Horlz. Relnf. --5 - #4 Bars Lopped 12" Min w/ Horiz. Reinf. ESTlMA TED QUANTITIES - ABUTMENTS ITEM UN IT ,Abutment No. I Abutment No.2 Concrete CY 7.33 1.33 Reinforcin Steel LBS 411 411 BRIDGE DESIGN PERAMETERS : I. The bridge design sholl comply with the requirements of: A. The Florida Building Code B. The AASHTO "Guide Specifications for Pedestrian Bridges" 2. Design calculations and shop drawings sholl be submitted to the Engineer for review and approval. No fabrication sholl begin until the shop drawings ore approved. . JUAN FONG, JR., PE LICENSE # 51932 Peg!!~E'4!! PEGASUS ENGINEERING, LLC 301 WEST STATE ROAD 434, SUITE 309 WINTER SPRINGS, FLORIDA 3270B TEL. 407-992-9160 CERTlFICA TE OF AUTHORIZA TlON NO. 27770 4!_0'1 r- f-- -------; 3'-011 I /1-011 , BWI~~~-6l- _ 1_ - '12" Exp. Jt. Mati. 1 1 1 I 1 Top of - T --Bridge Deck Cone. Sidewalk Elev.32.50 (Abut. /) Elev.34.00 (Abut. 2) -. cO ~ Cl I " TOTAL 14.66 822 '1 1 ';j- ~t- r--- Cl , c--. VlClJ C\J<Qj Oi .' I C\JI ~9-#4 @ 12" I ---T "-I I :.... :.... lL. Lw ~ ~~- '" ~ "6 I::J tJ- Lw l!') #3 closed ties I @ 3" Max~ Double Nuts Cl , en 9-#5 Closed Ties @ 12" , \.: -24- #4 Horiz. l!') 4" J1 4 Sp. @ 10" (Top & Bott.) SECTION A-A GENERAL NOTES: I. Abutments ore designed and detailed to accomodate 0 pedestrian bridge with the folowing service load design reactions: Vertical: 36.0 kips Horizontal: 7.5 kips The Contractor sholl be responsible for re-designlng the foundations if the reactions of the provided bridge exceed these values. the maximum aliowable bearing pressure sholl not exceed 2000 psf. Contractor shali verify that the foundation dimensions (anchor bolt placement, backwali height, etc.) will accomodate the provided bridge. The foundation dimensions may be modified os needed to accomodate the bridge, subject to Engineer's prior approval. If modifications ore required, Contractor sholl submit the revised dimensions with the bridge shop drawings. 2. All construction sholl be in accordance with the FOOT "Standard Specifications for Rood and Bridge Construction", (2004 edition) 3. Concrete to be Closs II (minimum 28-day compressive strength = 3,400 psi! 4. Reinforcing sholl conform to ASTM A615, Grode 60. 5. Concrete Cover: 3" Top and Sides 4" Bottom 6. Anchor bolts shail be ASTM F1554, Grode 55 with ASTM A563 Grode A Heavy Hex nuts. Bolts and nuts sholl be gaivanized in accordance with ASTM AI53 Closs C or D. Projection of anchor bolts above foundation sholl be os required for the bridge Provide double nuts at top of anchor bolt. 7. Grout sholl hove 0 minimum 28-day compressive strength of 5000 psi and sholl meet the requirements of Section 934 of the FOOT "Standard Specifications for Rood and Bridge Construction. PEDESTRIAN BRIDGE ABUTMENTS SHEET NO. 19 8:J":::L:C:; AM