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Home My WebLink About2011 07 06 Regular 600 Final Engineering/Site Plan for Lake Jesup Reclaimed Water Augmentation FacilityCONSIDERATIONS: PLANNING & ZONING BOARD AGENDA ITEM 600 July 6, 2011 Meeting REQUEST: The Public Works Department requests the Planning and Zoning Board review the Final Engineering / Site Plan and Aesthetic Review for the Lake Jesup Reclaimed Water Augmentation Facility located at the northwest corner of Central Winds Park near the shore of Lake Jesup. SYNOPSIS: The Lake Jesup Reclaimed Water Augmentation Facility is a major component of the City's long -term plan to expand its reclaimed water system for residential irrigation and to decrease the use of groundwater for that purpose. This agenda item is for the P &Z Board's review of the Final Engineering /Site Plan and Aesthetic Review for the site and related improvements. • APPLICABLE ZONING & FUTURE LAND USE DESIGNATION: Zoning: Town Center Future Land Use Designation: Town Center District APPLICABLE CODE: Chapter 6, BUILDINGS AND BUILDING REGULATIONS Chapter 9, LAND DEVELOPMENT Chapter 20, ZONING CONSENT INFORMATIONAL PUBLIC HEARING REGULAR X MGR /DEPT Authorization • This agenda item is for Final Engineering / Site Plan and Aesthetic Review approval for the Lake Jesup Reclaimed Water Augmentation Facility located at the northwest corner of Central Winds Park at the shore of Lake Jesup (see Figure 1 — Vicinity Map on the following page). • This project is a major component of the City's long -term plan to expand its reclaimed water system for residential irrigation to decrease the use of groundwater for that purpose. The City has received a Consumptive Use Permit from the St. Johns River Water Management District to withdraw up to an annual average of 2.23 million gallons July 6, 2011 P &Z Agenda Item #600 Page 2 of 4 per day of water from Lake Jesup and a nearby artesian well as reclaimed water augmentation during peak demand periods. FIGURE 1 Project Vicinity Map Site Location Joao \ -- v r 3 CENTRAL WINOS pKWe • The City currently owns and operates two water reclamation facilities (WRF), the East WRF and the West WRF. These facilities currently supply reclaimed water meeting public access criteria for residential irrigation, public irrigation areas (such as parks and roadway medians), and to the Tuscawilla Country Club. The city has expanded its reclaimed water system over the years to maximize the operation of the system due to seasonal variation in usage. Seasonally, the City typically has too much or too little reclaimed water for its customers because of the large variation in usage between the wet and dry seasons. With the Lake Jesup Reclaimed Water Augmentation Project, the City will augment the reclaimed water system to be able to supply irrigation quality water to many more residents as an alternate to potable water, even during the dry season. This would benefit the City and the environment by reducing the potable water demands and thereby reducing groundwater withdrawals. The City's current Consumptive Use Permit for its water system includes reference to the Lake Jesup Reclaimed Water Augmentation Facility CUP permit and allocates groundwater withdrawals based on use of the reclaimed water system for irrigation. July 6, 2011 P &Z Agenda Item #600 Page 3 of 4 • The Project will withdraw and treat the water from Lake Jesup to the public access level of treatment consistent with reclaimed water. The treatment will consist of a two -stage filtration process using automatic backwashing 80 micron mesh stainless steel pre - filter followed by a 7 micron microfiber filter capable of producing water with less than 5 milligrams per liter (parts per million) of Total Suspended Solids (TSS). The water will be disinfected with sodium hypochlorite solution prior to entry into a 240,000 gallon cast - in -place storage tank onsite, which will be partially buried to reduce its visibility. High service variable speed pumps will draw from the tank as required based on reduced pressures caused by demands on the distribution system. A turbidimeter and chlorine residual analyzer will ensure that the water leaving the facility meets reclaimed water TSS and chlorine residual standards, respectively. • The primary environmental benefit of the project will be the offsetting of the need to withdraw up to 2.23 million gallons per day of high quality groundwater for irrigation, reserving it for drinking water. In addition, the Lake Jesup Reclaimed Water Augmentation Facility will benefit the water quality of Lake Jesup, which has a designation as "impaired" by FDEP, by removing up to 2.0 MGD of the relatively polluted water. The project's stormwater management system also is designed to remove pollutants from runoff that would normally discharge directly into the lake. • An intake structure will be constructed from the shore into Lake Jesup on existing City property. The structure will be constructed as an observation platform, which in the future could be setup to allow the public to walk out and view the lakefront. The intake piping will be under the walkway and the observation platform is at the end of the dock. The dock/walkway will be constructed to protect the intake piping of the augmentation system from debris and boating activity. • A low head pumping station will lift the water from Lake Jesup into the treatment unit(s). This pumping system will initially include two pumps, but will be setup as a triplex station to allow for the future expansion of the augmentation treatment system, and also provide for the back -up capabilities required for environmental treatment facilities. • Onsite Storage of the treated lake water will be provided by a cast -in -place 240,000 gallon concrete tank. The tank will be constructed below the ground surface and serve as an observation deck. The building style storage tank will also shield some of the other treatment units. An electrical and chemical storage building will be constructed adjacent to the storage tank. Sodium hypochlorite storage and feed pumps will be provided for disinfection of the treated lake water. High service pumps will supply the augmentation water directly into the City's reclaimed water distribution system. • The expansion of the City's reclaimed distribution system to residential areas that do not currently have reclaimed water available is a long -term, multi -phase program that is expected to be implemented over at least a 12 -year period. • Site improvements include a stabilized access road, a stormwater system with a wet detention pond, fencing, security features and signage, work pads, seeding and mulching, and final site restoration. July 6, 2011 P &Z Agenda Item #600 Page 4 of 4 • City Staff and the Seminole County Fire Department have reviewed the plans and provided written comments that have been addressed by the design engineer. Staff's review identified several issues that are still being evaluated to determine the extent to which they are applicable to this unique project. No major changes to the plans are anticipated. FISCAL IMPACT: This agenda item is requesting approval of the Final Engineering / Site Plan and Aesthetic Review, which has no fiscal impact. COMMUNICATION EFFORTS: This Agenda Item Has Been Electronically Forwarded To The Mayor And City Commission, City Manager, City Attorney /Staff, And All eAlert /eCitizen Recipients, And Is Available On The City's Website, LaserFiche, And The City's Server. Additionally, Portions Of This Agenda Item Are Typed Verbatim On The Respective Meeting Agenda Which Has Also Been Electronically Forwarded To The Individuals Noted Above; And Which Is Also Available On The City's Website, LaserFiche, And The City's Server; Has Been Sent To City Staff, Media /Press Representatives On File With The City, And All Individuals Who Have Requested Such Information; And Has Been Posted Outside City Hall; Posted Inside City Hall With Additional Copies Available For The General Public; And Posted At Five (5) Different Locations Around The City. This Agenda Item Is Also Available To Any New Individual Requestors. City Staff Is Always Willing To Discuss This Or Any Agenda Item With Any Interested Individuals. RECOMMENDATION: Staff recommends the Planning and Zoning Board review the Final Engineering / Site Plan and Aesthetic Review for the Lake Jesup Reclaimed Water Augmentation Facility and recommend the project's approval to the City Commission. ATTACHMENTS: 1. Final Engineering and Aesthetic Review Plans by CPH Engineers, Inc. o[A Engineers Architects Surveyors Planners Landscape Architects Environmental Scientists Construction Management Design / Build 1117 East Robinson Street, Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 (C.O.A. No. 3215) - (Lic. No. AA2600926) (L.B. No. 7743) - (Lic No. LC0000298) CITY OF WINTER SPRINGS LAKE JESUP RECLAIMED WATER AUGMENTATION FACILITY CITY OFFICIALS: MAYOR: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY MANAGER: PUBLIC WORKS / UTILITY DIRECTOR: PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 CHARLES LACEY JEAN HOVEY RICK BROWN GARY BONNER JOANNE KREBS CADE RESNICK KEVIN L. SMITH KIPTON LOCKCUFF, P.E. DRAINAGE ALLEN R C E . LANE, JR., P.E. G #60144 FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite Odando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 STRUCTURAL HAROLD G. HIGGENBOTHAM REG - #56467 EMI EB 6160 WILLARD C. HOANSHELT,P.E. REG - #42593 APRIL 2011 giggi EMEIZINEI VICINITY MAP SHEET INDEX C -1 C -2 C -3 C -4 C -5 C -6 C -7 C -8 C -9 C-10 C-11 C -12 C -13 C -14 C -15 S -1 S -2 S -3 S -4 S -5 S -6 S -7 S -8 E -1 E -2 E -3 E -4 E -5 E -6 E -7 E -8 E -9 E-10 V -1 V -2 COVER SHEET GENERAL NOTES SURVEY SITE PLAN DEMOLITION, GRADING AND DRAINAGE PLAN TREATMENT PLAN AND SECTION HIGH SERVICE PUMP STATION AND SECTIONS CROSS SECTIONS AND DETAIL CHEMICAL FEED SYSTEM DETAILS INTAKE STRUCTURE BACKWASH PUMP STATION OFF SITE PIPING PLAN STORAGE TANK ELEVATIONS STANDARD DETAILS STANDARD DETAILS ELECTRICAL /CHEMICAL BUILDING FLOOR PLAN, ELEVATIONS AND DOOR SCHEDULE ELECTRICAL /CHEMICAL BUILDING SECTION AND DETAILS GROUND STORAGE TANK GENERAL NOTES INTAKE STRUCTURE DOCK STRUCTURAL PLAN INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS GROUND STORAGE TANK FOUNDATION PLAN OBSERVATION DECK FRAMING PLAN GROUND STORAGE TANK/ OBSERVATION DECK STRUCTURAL SECTIONS ABBREVIATIONS SYMBOLS SITE PLAN POWER RISER SCHEDULES TREATMENT PLAN HIGH SERVICE PUMP STATION ELECTRICAL /CONTROL BUILDING LIGHTING PLAN ELECTRICAL /CONTROL BUILDING POWER PLAN DETAILS ELECTRICAL /CONTROL BUILDING VENTILATION PLAN ELECTRICAL /CONTROL BUILDING DETAILS Sheet No. c CONFORMED DOCUMENTS SITE PREPARATION 1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT -OF -WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT -OF -WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD. THE CONTRACTOR SHALL MARK ALL TREES THAT ARE TO BE REMOVED PRIOR TO CONSTRUCTION. HE IS TO VERIFY WITH OWNER AND ENGINEER, ANY TREES THAT ARE TO BE REMOVED PRIOR TO REMOVAL. 5. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES THAT ARE TO REMAIN. 6. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING FOR SITE CONSTRUCTION. LIMITS OF CLEARING ARE INDICATED BE LOCATION OF SILT FENCE OR OTHER NOTES ON PLANS. 7. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFF SITE DISPOSAL AREAS. EXCAVATION AND FILL 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60- 553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. FILL MATERIAL SHALL BE PLACED IN 6" LAYERS AND THOROUGHLY COMPACTED. 3. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE WORK AREA, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENT, SLOPES OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 4. FILL MATERIALS SHALL NOT CONTAIN ANY MUCK. STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. FILL SHALL BE CLEAN, NON - ORGANIC, GRANULAR MATERIAL WITH NOT MORE THAN 10% PASSING THE NO. 200 SIEVE. 5. FILL AREAS ARE TO BE COMPACTED AS SHOWN IN THE PROJECT SPECIFICATIONS. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. 6. ALL MATERIALS EXCAVATED SHALL BE UTILIZED TO BRING THE SITE TO FINAL GRADES. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS. DEWATERING 1. IN THE EVENT THAT GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE SJRWMD. THE ENGINEER AND /OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED. 2. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. WATER DISCHARGED FROM THE SITE SHALL BE CLEAN WITH NO SILTS OR OTHER SOLIDS. THE CITY HAS THE RIGHT TO VISUALLY INSPECT THE DISCHARGED WATER FROM THE SITE TO VERIFY THAT THE WATER APPEARS CLEAN AND IS NOT IMPACTING THE DOWNSTREAM PORTION OF THE STORMWATER SYSTEM. THE CONTRACTOR IS TO ABIDE BY THE REQUIREMENTS OF THE CITY, FDEP AND WATER MANAGEMENT DISTRICT PERMIT REQUIREMENTS, FOR CLEAN WATER DISCHARGE. 3. AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER. SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THAT BEARING SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM THE EXCAVATION SHALL BE DISCHARGED TO PREVENT RE -ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS, PONDS, OR OTHER WATER BODIES. THE METHOD OF DISPOSING OF WATER PUMPED FROM THE EXCAVATION SHALL BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL. A RESTORATION 1. ALL DISTURBED AREAS SHALL BE SODDED WITH ARGENTINE BAHIA SOD. SEE SPECIFICATIONS SECTION 02920. GENERAL PROJECT DATA: 1 • FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THE ENGINEERING PLANS SHALL BE DATED AS APRIL, 2011. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). 2 • SURVEY INFORMATION PREPAIRED BY SOUTHEASTERN SURVEY & MAPPING CORP. OWNER /OPERATOR THE CITY OF WINTER SPRINGS WILL OWN, OPERATE AND MAINTAIN THE RECLAIMED WATER AUGMENTATION FACILITY BEING CONSTRUCTED. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE UTILITY AND JURISDICTIONAL AGENCIES. EXISTING UTILITY LOCATIONS 1 • THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO COMPENSATION FROM THE UTILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING AND /OR RELOCATING ALL UTILITIES 2 . LINES, INCLUDING IRRIGATION LINES IN THE AREA OF CONSTRUCTION ACTIVITIES. IF ANY EXISTING LINES ARE BROKEN OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES, THE CONSTRUCTOR SHALL BE RESPONSIBLE FOR REPAIRING THE LINES, AT NO ADDITIONAL COST TO THE OWNER, TO EXISTING OR BETTER CONDITION AND FULLY FUNCTIONAL. A SINGLE POINT UTILITY LOCATION SERVICE HAS BEEN SET UP FOR PARTICIPATING UTILITIES. CONTRACTOR IS TO 3 • CONTACT THE SUNSHINE STATE ONE CALL CENTER AT LEAST 2 AND NO MORE THAN 5 WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. CONTRACTOR SHOULD CONTACT NON - PARTICIPATING UTILITIES SEPARATELY FOR THEIR FIELD LOCATING OF FACILITIES. PER FLORIDA STATUTE 553,851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY 2 WORKING DAYS PRIOR TO STARTING EXCAVATION. QUALITY CONTROL TESTING REQUIREMENTS ALL TESTING RESULTS FOR NEW CONSTRUCTION SHALL BE PROVIDED TO THE UTILITY. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE UTILITIES' SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. NO TESTING TO BE SCHEDULED ON MONDAY OR FRIDAY. NOTICE OF APPLICABILITY WHEREVER STATE, COUNTY, CITY OR LOCAL STANDARD SPECIFICATIONS DIFFER FROM THOSE CONTAINED HEREIN: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UTILITY FOR CLARIFICATION. TYPICALLY THE MORE STRINGENT SHALL GOVERN. CONSTRUCTION TRAILER CONTRACTOR SHALL PROVIDE CONSTRUCTION TRAILER PER SECTION 01520. TRAILER SHALL BE LOCATED WITHIN DESIGNATED FENCED AREA AT AN AGREED UPON LOCATION. ACCESS TO SITE ACCESS TO THE SITE IS FROM STATE ROAD 434 AS SHOWN ON THE SURVEY. GENERAL CONSTRUCTION REQUIREMENTS: ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFF SITE AREAS ARE REQUIRED TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL 1 PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMITTING NPDES "NOTICE OF INTENT" (N.O.I.) AND "NOTICE OF TERMINATION" (N.O.T.) NOTICES TO THE EPA OR LOCAL STATE AGENCY HAVING JURISDICTION OVER THE NPDES PROGRAM. THE CONTRACTOR SHALL KEEP ONSITE A COPY OF THE SWPPP, NOI, AND WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER WITH THE INSPECTION REPORTS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL 2 • THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND 3. REPLACED, AS NECESSARY, BY SAME. AS- BUILTS AS- BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST TWO WEEKS PRIOR PRIOR TO SUBMITTING A REQUEST FOR SUBSTANTIAL COMPLETION. ALL AS -BUILT DATA SHALL BE PROVIDED BY A FLORIDA 4. LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS (PAVEMENT, WATER SYSTEM, ETC.) FOR ADDITIONAL AS -BUILT REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS- BUILTS. AS- BUILTS SHALL CONTAIN, AT THE MINIMUM, BUT NOT LIMITED TO, SWALE TOP OF BANK, TOE OF SLOPE, ROAD GRADE ELEVATIONS, 5 • CONCRETE PAD ELEVATIONS, FINISHED FLOOR ELEVATION AND DITCH BOTTOM INLET INFORMATION. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER UTILITY AS- BUILTS. AS- BUILTS SHALL INCLUDE THE LOCATION OF ALL VALVES, BENDS AND PIPE SIZES. CONTRACTOR SHALL ALSO PROVIDE HORIZONTAL LOCATION 6 • MEASURED FROM PROPERTY LINE AND /OR ADJACENT BUILDING OR SLABS. ALL BENDS ARE TO BE LOCATED FROM PERMANENT FEATURE SUCH AS BUILDING OR CONCRETE PAD. DRAINAGE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE ADEQUATE DRAINAGE IS PROVIDED TO THE EXISTING SITE DURING CONSTRUCTION. AT NO TIME SHALL THERE BE FLOODING ON THE SITE AS A RESULT OF THE 1 • CONSTRUCTION. GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE 2 • POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. ALL SURFACES IN AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3 • ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY 4 • SMOOTH, COMPACTED FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE - GRADER OPERATIONS NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SODDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES 5 • REESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. LIMITS OF DISTURBANCE AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH NO COMPENSATION FROM THE UTILITY. LAYOUT AND CONTROL BENCHMARK INFORMATION IS SHOWN ON THE SURVEY, SHEET C -3. CONTRACTOR'S SURVEYOR SHALL SET PERMANENT BENCHMARK ON SITE. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. TREE REMOVAL THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES SHOWN ON THE CONTRUCTION PLANS, AS BEING SAVED SHALL BE REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER. CLEARING AND GRUBBING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION. MATERIAL STORAGE / DEBRIS REMOVAL ALL MATERIALS EXCAVATED SHALL BE UTILIZED TO BRING THE SITE TO FINAL GRADES. MATERIALS STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS. EROSION AND SEDIMENT CONTROL EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. LOCAL AND STATE JURISDICTIONAL AGENCIES SHALL BE REFERRED TO AND IMPLEMENTED DURING ALL CONSTRUCTION. AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PRE - CONSTRUCTION MEETING. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 1. STOCKPILING MATERIAL NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. 2. EXPOSED AREA LIMITATION THE SURFACE OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS. 3. INLET PROTECTION INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 4. TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 5. TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE MEASURE, OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES. 6. TEMPORARY GRASSING THAT SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 7. TEMPORARY RE- GRASSING IF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. MAINTENANCE ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE EPA NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) REGULATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST ALSO PREPARE AND SUBMIT A NOTICE OF INTENT (NOI) FORM TO FDEP 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. UNDER PROVISIONS OF THE CLEAN WATER ACT. OPERATOR(S) OF CONSTRUCTION SITES, PURSUANT TO CONDITIONS OF THE NPDES PERMIT, MUST SUBMIT A NOI TO OBTAIN COVERAGE UNDER THE NPDES STORM WATER CONSTRUCTION GENERAL PERMIT. NOI'S MUST BE SENT TO THE FOLLOWING ADDRESS: NPDES STORMWATER PROGRAM 2600 BLAIR STONE ROAD MAIL STATION 2500 TALLAHASSEE, FL. 32399 PHONE: (850) 245 -7522 Pipe Color Coding Coat all exposed piping, conduit and appurtenances to conform to a color code as shown in the following table: Equipment & Piping Stream Backwash Chlorine Solution Compressed Air Drain Equipment Final Filter Effluent Pre - Filter Effluent Water, Raw Water, Non - Potable Water, Reclaimed Color Tan Safety Yellow Safety Green Light Gray Match Piping Aqua Tan Olive Green Blue w/ Black Bands Pantone Purple Label Code BW CLS CA FE Fl RAW NPW RW Lettering Color No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH /GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: General Notes.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers Architects Surveyors Landscape Arch. Planners Environmental Scientists Construction Management Design/ Build (C.O.A. N. 3215) (Lic. No. AA2600926) (L.B. Na. 7143) (Lk. N. LC00002.) 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 GENERAL NOTES Sheet No. C-2 CONFORMED DOCUMENTS W 0) O z W 0) Q W 0 : 0) O 0) LOT 3, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR- OD00 -003C CLEANTHI Z. PETERS D. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 SSMC + FENCE S3 1 2 IRON PIPE WITH STEEL CAP S 5.8', E 0.8' BUCK D 3, LC (EAST 1 /2) E NOTE 15 ) EAST STATE ROAD 43 1020 X PARCEL ID� 0030 26 -20 -TA30 5AR -ODO - USTEES LAURA WINCEY, CO -TRUSTEES MORE OR A A N CHARLES W 5 715 A LEVY 248,945.4 SQUARE FEET ( THE E CONTAINING: S S L A K E Y J E O g F g U P 5 D.R. M P LAT LO 00K 1' P AGE APPROXIMATE LIMITS OF FLOOD ZONE "X" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 HEADWAL -BT 29.69 30.3 00 3 0.44 O Q au_ h �o CO Qo 2r ��J 27.35 o , IN LET I 26'88 1014 TOP =215 p N INV =2.37 g 2764 S INV= 20.03� 27.24 IJ R 24 "RCP I� o °o 'O INLET 0 TOP =24.42 S INV-20.86 LOT 20, BLOCK D o 0 0 0 D (f) m � o � LB3778 FOUND 1" UTILITY P OLE #6257 EL= 24.702 8 INV. =20.27 F F FLORIDA AL AERIAL EASEMENT BOOK PAGE 453 0 Lr D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 RETENTION AREA LOT 4, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0040 GERTRUD & WILLIAM S. BROWNING, TRUSTEES LOT 2, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0010 CITY OF WINTER SPRINGS INV. =20.74 D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE J E S S U P PLAT BOOK 1, PAGE 5 • • YY P.O.L. h ex: INV RCP -0 - BTL INV. =19.56 NV. =18.44 LEGEND AND ABBREVIATIONS = CONCRETE MONUMENT = GUY WIRE = IRON ROD = LIGHT POLE = NAIL & DISC = TANK (UNKNOWN) = POINT ON LINE = POWER POLE = BENCH = NON- TRAFFIC SIGN = WELL = WATER VALVE = INVERT ELEVATION = REINFORCED CONCRETE PIPE = MAILBOX = WOVEN WIRE FENCE = FLAT GRATE INLET = BURIED TELEPHONE LINE -x- A/C CONC. NAD EL FF DIP CMP PVC RETENTION AREA = POST FOUND 4 "X4" LB1 = SERVICE POLE cn = HOSE BIB = CHAIN LINK FENCE = TREE SIZE SHOWN IS TRUNK DIAMETER IN INCHES MA =MAPLE CY= CYPRESS G =GUM C =CEDAR FOUND 4 LB1 FOUND 1' LB3778 = AIR CONDITIONING = CONCRETE = NORTH AMERICAN DATUM = ELEVATION = FINISHED FLOOR ELEVATION = DUCTILE IRON PIPE = CORRUGATED METAL PIPE = POLYVINYL CHLORIDE PIPE REV: 08/27/2003 REV: 11/07/2002 TRACT C PARKSTONE UNIT 3 PLAT BOOK 59, PAGE 19 -21 (REPEAT) STORM WATER MANAGEMENT AREA (DRAINAGE EASEMENT) REVISED CERTIFICATION EO 19.6 ADDED ACREAGE, NOTES 13 & 14 EO 3.7 9. 10. For: /1 FOUND 1 -1/4 IRON PIPE JWG SURVEY W 0.43 p p.L SET / S SMC 8'f T p EDGE OF WATER 1" = 60' GRAPHIC SCALE 0 30 60 120 APPROXIMATE LIMITS OF FLOOD ZONE "AE ", EL =10 MET HED AL E 1.1' 8.5 P.O.L. SET 5/8" POLE SSMC LB2108 SHED RETENTION AREA E 1.2' LOT 2, BLOCK C D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 CONC. BOAT RAMP Boundary & Topographic Survey Survey Date: Drawing Number Scale: 1"=60' 10 -30 -2002 47921001 Drawn By: EO City of Winter Springs Brown, Salzman, Weiss & Garganese, P.A. Old Republic National Title Insurance Co. DESCRIPTION: The East half (0 1/2) of Lot 3, Block "C ", and the East half (0 1/2) of Lot 3, Block "D" of Mitchell's Survey of Levy Grant on Lake Jessup according to plat thereof as recorded in Plat Book 1, page 5, of the public records of Seminole County, Florida. SURVEYOR'S REPORT: 1. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface features and construction plans furnished to the surveyor. Additional sub - surface utilities may exist that have not been field located. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 3. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61G17 -6 requirements. 4. Not valid without the signature and raised seal of a Florida licensed surveyor and mapper. 5. Features shown by symbol as indicated in the legend are not to scale. 6. Bearings shown hereon are based on the northerly right of way of CSX Railroad Lake Charm Branch Rail Corridor being South 82 °52'56" West. 7. Vertical information shown hereon refers to recovered benchmark at the Southwest corner of Lot 2, Block D, being a 16 penny Nail in the South face of utility pole #8257578, NAD 83, EL= 24.702 8. Based on the National Flood Insurance Program FIRM Map No. 12117C0135E, dated 04/17/1995, the above described property lies within unshaded Zone "X" determined to be outside 500 -year floodplain and shaded Zone "X" areas of 500 -year flood and Zone "AE" base flood elevation determined Elevation =10. The electronic image of this map contains horizontal positions for all features shown relative to an assumed datum. This Survey was performed without benefit of a Title search. A Title search may reveal additional information affecting the Parcel as shown. 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 12. There are no lot or right -of -way dimensions on the recorded plat of D.R. Mitchell's Survey of The Levy Grant on Lake Jessup, Plat Book 1, Page 5. Determination of Lot and right -of -way locations were based on a combination of the best available field evidence and previous surveys by Jones, Wood & Gentry, Inc. resurvey (no job number available) dated 12/02/98 and Tinklepaugh Surveying Services, Inc. job number SX #7044A dated 01/02/02. 13. The 2.8 contour line is acceptable to the Division of State Lands, Bureau of Survey and Mapping for the purpose of acreage calculations and permitting. Those lands waterside of the 2.8 contour line may be subject to a claim by the State of Florida as sovereign lands. 14. The calculated area contained withing the boundary line of the East 1/2 of Lot 3, Block C, above the 2.8 contour fine (edge of water), is 134,384 square feet (3.09 acres), more or less. The 2.8 contour line is ambulatory, therefore the acreage /square footage shown is subject to change. 15. The street °dress information shown according to the Seminole County Property Appraiser's office. SOUTHEASTERN SURVEYING & MAPPING CORP. 6500 All American Boulevard Orlando, Florida 32810-4350 (4071 292 -8580 Cert. No. LB2108 e -mail: info@southeasternsurveying.com GARY B. KRICK 47921001 Registered Land Surveyor No. 4245 C -3 5/27/11 6/10/11 DRC REVIEW 1' -0" x-x-x- x x x x x x x x x x x x x x x x TOP RAIL HIGH SERVICE PUMPING (SEE' SHEET C -7) Drawn by: Checked by: Approved by: TREATMEN UNITS (SEE SHEET C -6) ELECTRICAL/ CHEMICAL BUILDING 2" SCH. 80 CPVC CHLORINE FILL LINE 6' WIDE SWING GATE No. A SEE SHEET C -1 2 FOR CONTINUATION HANGERS @30 "O.C. SLEEVE COUPLING (21' -0" O.C. MAX) #2 BARE CONDUCTOR ATTACHED TO CORNER POST Date CORNER POST 2" CHLORINE FILL LINE WITH CAM -LOCK QUICK CONNECT FASTENED TO BOLLARD WITH STAINLESS STEEL STRAPS DECK GUTTER NOTES PROVIDE 7"x7" ALUMINUM BOX GUTTER, 0.032" THICK, ANODIZED. PROVIDE 1/16" THICK RUBBER ISOLATION SHEET BETWEEN GUTTER AND CONCRETE. PROVIDE 3 "x4" DOWNSPOUT OPENINGS WITH TRANSITION ADAPTER FOR CONNECTION TO 4" DIA. PIPE INTO TANK. PROVIDE DOWNSPOUTS SPACED AS SHOWN IN PLAN, THIS SHEET. PROVIDE LOCK -ON LEAF GUARDS FOR LENGTH OF GUTTERS. PROVIDE POLYURATHANE FOAM GUTTER FILTERS, 4 FT. LONG CENTERED ON DOWNSPOUT OPENINGS. SECTION A -A NOT TO SCALE 10'-0" MAX. T l I' h I GROUND SURFACE GROUND ROD 3/8" X 10" COPPER CLAD (TYP.) ALL CORNERS OR CHANGE IN FENCE DIRECTION NOT TO SCALE Revision ADDENDUM NO. 1 SLOPE TO DRAIN WALL PENETRATION - SEE DETAIL ON SHEET C -11 7 "x7" ALUMINUM BOX GUTTER WITH LEAF GUARD, 3 "x4" DOWNSPO OPENINGS WITH ADAPTER TO 4" DIAMETER PVC DOWNSPOUT 3 STRANDS OF BARB WIR 10'-0" MAX. I BOTTOM REINF. WIRE 6" FROM ARTESIAN WELL NOTE: BRACE CORNER POSTS IN BOTH DIRECTIONS ALONG FENCE LINE. ATYPICAL FENCE DETAIL 18" RECLAIMED MAIN 6" FORCE MAIN By LINE POST CHAIN LINK FENCE FABRIC CONCRETE PIER No. A Date 14 Revision TRANSFORMER SEE SHEET E -3 FIRE HYDRANT Designed by: Scale: EXISTING HEDGE ROW AND TREES TO REMAIN 0 0 0 0 0 0 0 0 ALUMINUM FLUSHING RAILING FENCE AND GATES SHALL BE 6 -FT HIGH BLACK VINYL- COATED CHAIN LINK FENCE (TYPO, PER SPEC SECTION 02820 TMZ DGH /GCM 1 " =10' GUTTER AND DOWNSPOUTS DOWNSPOUT SPACING TYPICAL BOTH SIDES Date: March 19, 2009 Job No. W04141 File: Site Plan.dwg Certificate of tH 9 No. 3215 PUMPS 12' (TYP) LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 16" LAKE SUCTION 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 X LEGEND CONCRETE SLAB ON GRADE ± 4" THICK (MIN.) FDOT NO. 57 STONE OVER GEOTEXTILE FILTER FABRIC 6' HIGH BLACK VINYL- COATED CHAIN LINK FENCE WILLIAM C. GOUCHER, P.E. REG - #20700 NOT TO SCALE N � 0 10 20 GRAPFliC SCALE SITE PLAN SEE SHEE C -1 0 FOR CONTI ATION BOLLARD DETAIL Sheet No. c CONFORMED DOCUMENTS TOP VIEW-SINGLE PIPE Noi Less Than 1 Na Pipe Jo1nl Permit/ed Unless Approved t 8 The Engineer SECTION *Slope: To C Pipe for Pipes 18" And Smaller 2.4 for Pipes 24" And Larger. Use 2" Lars, 4 bars minimum. A MITERED END SECTION NOT TO SCALE FDOT INDEX NO. 273 FINISHED GROUND INSTALL BLUE aA HYDRANT 6" FROM ARTESIAN WELL CONSTRUCT 8 "x18" TEE (RJ) 8" GATE VALVE 18" RECLAIMED MAIN EXISTING TREE TO BE REMOVED rn RETAINING WALL TOP EL. 14 1 INSTALL ROOF DRAINS ON 3 SIDES TO COLLECT RUNOFF AND DRAIN TO TANK. SEE SHEET C -4 EXTEND STABILIZED ACCESS ROAD 4 MINIMUM 12" THICK PER SECTION 02710 EXISTING TREE TO BE REMOVED ALUMINUM RAILING x 8" C.O. 8" PVC TEE W/ CLEANOUT APPROXIMATE 100 YEAR FLOOD ELEVATION 9.75 (1929 DATUM) 8" PVC DRAIN @ 0.3% co NOT TO SCALE 20" 4" DIA (TYP) 4" (TYP) COMPACTED TO 95% ASHTO T-180 12" DE ENERGY DISSIPATOR 4" x 4" (TYP) OUTFACE PIPE INV. ELEV. AS SHOWN ON PLANS TO OUTFACE STEEL RETICULINE REBAR 12" O.C. GRATE ELEV. 8.50 OUTFACE PIPE [ 3/4" x 4" SLEEVE 8, 8" LAG BOLT (2 AT EACH LOC.) LAG BOLT TO BE HELD IN PLACE BY EPDXY OR METHOD AS APPROVED BY ENGINEER. PLAN 1/4" FIBERGLASS SKIMMER SECTION A DISCHARGE STRUCTURE S -1 DETAIL NOT TO SCALE TYPE 'E' INLET D.O.T. INDEX No. 232 RETENTION POND POND BOTTOM EL. 1.00 0.0 10' MAINTENANCE BERM 1 r EXISTING GROUND TOP OF PON = 9 . 0 SOD ASOD-I PEAK STAGE = 7.861 TYPICAL POND CROSS SECTION SCALE:1 " =30'H 0.0 NOT TO SCALE SECTION A - A MINIMUM 2000 P.S.I. CONCRETE REQUIRED 4. SAW CUT REMAINING JOINTS AT 5' MAX WITHIN 96 HOURS. N-- 0 30 60 GRAPHIC SCALE LEGEND EXISTING STRUCTURE TO BE REMOVED EXISTING TREE TO BE REMOVED NOTES: 1. 3/4 "x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. 2. EXPANSION JOINTS MAXIMUM DISTANCE = 90', USED 1/2 "x3" PREMOLDED EXPANSION MATERIAL AND FILL TOP 1" ELASTOMETRIC CHALK. 3. CONTRACTION JOINTS MAXIMUM DISTANCE = 30' AT D/4 WITHIN 12 HOURS OF POUR. CONCRETE SIDEWALK DETAIL No. A A A A Date 2/2/11 317/2/11 5/27/11 6/10/11 Revision ADDED DETAILS, REVISED OUTFACE PIPE LENGTH ADD BMP TO PLAN ADDENDUM NO. 1 DRC REVIEW By ACL ACL WCG WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ 1 " =30' Date: MARCH 19, 2009 Job No. W04141 File: Grading Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP RECLAIMED WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L.1?. No. 7143) Landscape Arch. (Lic. No. Le0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ALLEN . LANE, JR., P.E. REG - 60144 DEMOLITION, GRADING AND DRAINAGE PLAN Sheet No. C-5 CONFORMED DOCUMENTS BOTTOM OF TOP SLAB EL. 13.00 WALL PENETRATION SEAL (TYP.) SEE DETAIL SHEET C -11 3" ST. STL FLUSHING SUPPLY CENTERLINE ELEV. 11.53 BY FILTER SUPPLIER EL. 11.53± 8" OUTLET FURNISH AND INSTALL BLIND FLANGE IF ADDITIVE ALTERNATE NO. 1 IS NOT ACCEPTED I II 5 iFiuo 11 1 1 III rllll �.� li, _ rn� r 141'1' '��•IlQll L�� I.I ,�. 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC, OR EQUAL a FURNISH AND INSTALL BLIND FLANGE IF ADDITIVE ALTERNATE NO.1 IS NOT ACCEPTED 2 "W x 2 "D PIPE RUN IN TOP OF SLAB Drawn by: Checked by: Approved by: 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC, OR EQUAL GCM /DGH EL. 10.78 1 _10 CONCRETE SLAB - \ 1/4, ADDITIVE ALTERNATE NO. 1 8" INLET 4" DIP BW EXPANSION JOINT (TYP) BACKWASH PUMP STATION (SEE SHEET C -11) 4" THICK 2500PSI CONCRETE W/ 6" x 6" WWM SHOWER/ EYEWASH 4 "W x 2 "D PIPE RUN IN SLAB VALVE VAULT 10' -0" 1 RW FEED TO UTILITY SINK AND SHOWER /EYEWASH MINIMUM 12" DEEP No. Date v HWL EL 12.00 GROUND STORAGE TANK EL. 5.00 GROUND STORAGE TANK Revision SEAL (TYP.) 0 0 4" FLUSHING SUPPLY EL. 10.78 EL. 5.75 EL. 9.50 I 17' -0" 6" (TYP.) WALL PENETRATION J 6" THICK CONCRETE SLAB'MTH 6 "x6 "x10 "x10" WIRE MESH, TOP ELEV. 9.75 FLUSHING PUMP SKID - 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC. OR EQUAL 4" FLUSHING SUPPLY No. Date 14' -0" 1" PRE - CHLORINATION CLS, MINIMUM 12" DEEP Revision 1/2" GSP COMPRESSED AIR Designed by: Scale: 25' - 0 WCG 3/8 " =1' - 5'- 0 "Lx3'- 4 "Wx6 "H HOUSEKEEPING PAD SCALE: 3/8" = 1'-0" SECTION SCALE: 3/8" = 1' - 0" ELECTRICAL ROOM TREATMENT PLAN Date: MARCH 19, 2009 Job No. W04141 File: Treatment Plan.dwg Certificate of Authorization No. 3215 © 2009 #8 @ 12" O.C.E.W. (TYP.) TOP 8, BOTT O ® @ O40 HIGH SERVICE PUMPING (SEE SHEET C -7) LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA CHEMICAL ROOM - PROVIDE ADJUSTABLE PIPE SUPPORT UNDER ALL TEES TO RECEIVE FILTERS Engineers (C.O.A. No. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. No. 7143) Landscape Arch. (Lk. No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 23 22 III EL.13.61 FUTURE P EL. 9.75 FROM LAKE, SEE SHEET C -10 - 6" THICK CONCRETE SLAB WITH 6 "x6 "x10 "x10" WWF PROCESS STRUCTURAL 15' TO WEST PROPERTY LINE 1" POST - CHLORINATION CLS, MINIMUM 12" DEEP EQUIPMENT TAB NUMBERS 0 EBS - 10000 FILTER ON MANIFOLD © SELF PRIMING PUMP © 8" AMF 370K FILTER 0 WESTFALL 2800 STAINLESS STEEL STATIC INJECTION MIXER WILLIAM C. GOUCHER, P.E. REG - #20700 TERRY M. ZAUDTKE, P.E. REG - #32928 SEE SHEET C -4 AND C -12 FOR CONTINUATION 0 • PIPE AND FITTING � LEGEND TREATMENT PLAN AND SECTION PVC DIP 0 10" DIP SPOOL PIECE (FLG) O2 1/2" TSS SAMPLE TAP O3 6" DIP (MJ) ® 10" x 8" TEE (FLG) 0 10" BLIND FLANGE 0 8" DIP SPOOL PIECE (FLG) O7 10" TEE (FLG) ® 8" - 90° BEND (FLG) O9 8" CHECK VALVE (FLG) 0 8" BUTTERFLY VALVE (FLG) 0 10" - 45° BEND (FLG) 0 10" x 6" TEE (FLG) 13 TURBIDIMETER SAMPLE TAP 0 8" BLIND FLANGE 0 6" - 90° BEND (FLG) 0 6" GATE VALVE (FLG) 17 10" x 6" REDUCER (FLG) 0 FUTURE 6" - 90° BEND (FLG) 0 FUTURE 6" - GATE VALVE (FLG) 00 16" x 10" REDUCER (FLG) �1 16" - 90° BEND (FLG) 02 FUTURE 10" x 6" TEE (FLG) �3 FUTURE 10" DIP SPOOL PIECE (FLG) 0 6" BLIND FLANGE (FLG) �5 10" x 8" REDUCER (FLG) © 10" PRESSURE SUSTAINING VALVE (FLG) �7 FUTURE 10" x 8" REDUCER (FLG) ® FUTURE 8" SPOOL PIECE (FLG) �9 FUTURE 8" BUTTERFLY VALVE (FLG) 0 FUTURE 8" 90° BEND (FLG) 0 8" GATE VALVE (FLG) 0 6" DIP SPOOL PIECE (FLG) 0 4" 90° BEND (FLG) 0 4" 90° BEND (MJ) 0 FUTURE 4" 90° BEND (FLG) 0 4" TEE (FLG) 0 4" x 3" REDUCER (FLG) 0 4" BLIND FLANGE 0 4" DIP SPOOL PIECE (FLG) 0 NOT USED 0 FUTURE 8" x 4" TEE (FLG) 0 FUTURE 4" DIP SPOOL PIECE (FLG) 0 NOT USED 0 4" - 45° BEND (MJ) 0 6" x 4" - WYE (MJ) 0 4" - DIP SPOOL PIECE (FLG x MJ) 47 6" - 45° BEND (MJ) 0 6" x 4" REDUCER (MJ) 0 10" CROSS Sheet No. e - 6 CONFORMED DOCUMENTS v HWL EL 12.00 GROUND STORAGE TANK 24" D.I.P. SUCTION WITH ANIT- VORTEX BAFFLE EL12.25 mr�a EL. 5.00 WALL PENETRATION SEAL (MT.) 24" DIP SUCTION WITH ANTI - VORTEX BAFFLE e• 12" BOTTOM OF TOP SLAB EL. 13.00 ®r WALL PENETRATION SEAL (TYP.) 48 450 46 O EL 1.00 PVC 0 SEE SHEET C-4 FOR CONTINUATION PROVIDE 27 "W x 17 "H STAINLESS STEEL WATERTIGHT ACCESS PORT WITH BOLTED COVER. BOTTOM OF AT ELEV. 10.50 26' -0" FIN. GR. 9.50 2'-6" SQUARE PUMP BASE (TYP.) EL 11.75 1 1_ 0 0 14 42 25 22 34 (500 GPM PUMP NO.1 JOCKEY 0 SECTION SCALE: 3/8" = 1' - 0" 0 15 16 0 (1500 GPM) PUMP NO.2 0 O 0 0 0 TREATMENT UNITS (SEE SHEET C -6) 0 n n PUMP STATION SEE SHEET C -8 FOR REBAR PLAN (1500 GPM) PUMP NO.2 0 0 0 (1500 GPM) PUMP NO.1 (1500 GPM) PUMP NO.3 O 10 0 0 34' -6" - r IP 5'-10" 0 0 (1500 GPM) (FUTURE) 0 f )) gi MMMEMM to 4 (1500 GPM) (FUTURE) 4' -9 CHLORINE INJECTOR EL. 9.75 6" THICK CONCRETE SLAB W/ 6x 6x 10x 10 W.W.F. CONCRETE SLAB EL. 9.75 SEE SHEET C -4 FOR CONTINUATION PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 TYPE 37 PIPE SUPPORT SHANK TO FIT INTO "D' SIZE SCHED 40 STEEL PIPE PIPE, FITTING AND EQUIPMENT LEGEND 0 24" x 12" TEE (MJ.) 0 6" 90° BEND (MJ.) 0 12" DIP (PE.) ® 12" GATE VALVE (MJ.) O5 12" DIP (FLG x MJ) © VERTICAL CAN TURBINE PUMP 0 10" x 8" REDUCER (FLG.) ® 12" 90° BEND (FLG.) O9 10" x 4" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 10" COUPLING ADAPTER, (FLG.) 0 10" CHECK VALVE (FLG.) 0 12" GATE VALVE (FLG.) 0 12" DIP (FLG.) 0 6" x 2" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 12" x 6" REDUCING 90° BEND (FLG.) 0 18" x 12" REDUCER (FLG.) 17 18" DIP SPOOL PIECE AS REQUIRED (FLG.) 0 18" x 10" TEE (FLG.) 0 CHLORINE SAMPLE TAP LOCATION 00 10" DIP (FLG.) 01 10" BLIND FLANGE 02 6" GATE VALVE (FLG.) 03 FLOW METER 0 12" UNIFLANGE 05 6" CHECK VALVE (FLG.) © 18" 90° BEND LONG RADIUS ROTATED DOWN 45° (FLG.) �7 24" 90° BEND (MJ.) ® 24" DIP (MJ) �9 1/2" FECAL COLIFORM SAMPLE TAP 30 10" GATE VALVE (FLG.) 0 NOT USED 0 NOT USED 0 NOT USED 0 6" DIP (FLG.) 0 FUTURE 10" DIP (FLG.) 0 CAN FOR FUTURE VERTICAL CAN TURBINE PUMP 0 FUTURE 10" x 8" REDUCER (FLG.) 0 FUTURE 10" x 4" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 FUTURE 10" COUPLING ADAPTER, (FLG.) Cr FUTURE 10" CHECK VALVE (FLG.) 0 FUTURE 10" GATE VALVE (FLG.) 0 6" COUPLING ADAPTER (FLG.) 0 12" 90° BEND (MJ.) 0 24" x 12" REDUCER (MJ.) 0 NOT USED 0 6" DIP (PE.) 0 18" DIP (FLG. x PE.) 0 6" DIP (FLG. x PE.) TYPE 38 ADJUSTABLE PIPE SUPPORT (USE SAME COATING SYSTEM AS PIPING) 1 " MIN. 3 "MAX NON - SHRINK GROUT NOTES: 1. PROVIDE HALF ROUND RIGID INSULATION AND INSULATION PROTECTION SHIELD (TYPE 40), SIMILAR TO GRINNELL 2. PROVIDE NEOPRENE WAFFLE ISOLATION PAD BETWEEN PIPE AND BRACKET. 3. FOR BASE,HEIGHT,AND FLANGE DIMENSIONS SEE TABLE 4. SST = TYPE 316 5. PROVIDE 1/8" THICK NEOPRENE PAD FULL SUPPORT WIDTH BETWEEN PIPE AND SUPPORT PIPE SIZE 12 20 24 30 A 5 1/2 8 1/2 9 15/16 12 3/8 13 7/8 15 3/8 17 15/18 21 5/16 13 1/2 13 1/2 13 1/2 13 1/2 2 1/2 2 1/2 2 1/2 3 1/2 3 1/2 MIN. 10 1/2 131/2 15 17 3/4 19 1/2 21 23 3/4 27 MAX. 15 1/4 18 1/4 19 3/4 22 1/4 24 25 1/2 28 1/2 31 1/2 STD PIPE FLANGE ATTACHED TO CONC OR MASONRY W/4 STAINLESS STEEL STUD TYPE WEDGE ANCHORS ADJUSTABLE PIPE SUPPORT DETAIL NOT TO SCALE No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ 3/8 " =1' Date: MARCH 19, 2009 Job No. W04141 File: Pump Station. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design /Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 HIGH SERVICE PUMP STATION AND SECTIONS Sheet No. e-7 CONFORMED DOCUMENTS TO TREATMENT PLANT SEE SHEET C -6 FOR CONTINUATION 5'-0" MIN. 10' -0" MIN. 16" HDPE FORM LAKE SEE SHEET C -10 FOR CONTINUATION PIPE AND FITTING LEGEND 1O FLOWMETER ® 12" UNIFLANGE ® 12" DIP SPOOL (FLG.) ® 12" GATE VALVE (FLG.) ® 16" x 12" DIP REDUCER (FLG.) © 16" 45° BEND (FLG.) ® 16" DIP SPOOL (FLG. x PE.) ® 16" 45° BEND (MJ) 24 "x 12" TEE, MJ (TYP) 2 1/2" CLEAR EL 1.00 FIN. GRADE EL 9.50 PER MANUFACTURER'S REQUIREMENTS 1' -0" (TYP.) 12" GATE VALVE, MJ W/ OPERATING NUT AND VALVE BOX (TYP) 12 " FLG xMJ 12" FLG SUCTION 11 11 11 11 SECTION SCALE: N.T.S. SCALE: 3/8" = 1' - 0" 18" MIN PER MFR 1 "TAP AND 1" BALLVALVE EXPANSION JOINTS W/ FILLER (BOTH SIDES) SEE PUMP STATION REBAR PLAN 2 - #4 TOP & BOTTOM PUMP STATION REBAR PLAN 6" THICK CONCRETE SLAB W/ 6x 6x 10x 10 W.W.F. EL. 9.75 (1500 GPM) (FUTURE) 2 1/2" CLEAR 2 1/2" CLEAR SECTION SCALE: 3/8" = 1' - 0" SECTION SCALE: 3/8" = 1' - 0" EL. 14.08 0 0 EL. 10.78 PIPE SUPPORT (TYP.) PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 PIPE AND FITTING LEGEND ® 10" x 8" TEE (FLG.) ® 8" DIP SPOOL PIECE (FLG. x PE.) ® 8" 90° BEND (FLG.) O9 8" CHECK VALVE (FLG.) 12 10" x 6" TEE (FLG.) 15 6" - 90° BEND (FLG.) 16 6" GATE VALVE (FLG.) 31 8" GATE VALVE (FLG.) 32 6" DIP SPOOL PIECE (FLG.) 33 4" 90° BEND (FLG.) 3® 4" x 3" REDUCER (FLG.) 39 4" DIP SPOOL PIECE (FLG.) EQUIPMENT TAB NUMBERS ® EBS - 10000 FILTER ® SELF PRIMING PUMP No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ 3/8 " =1' Date: MARCH 19, 2009 Job No. W04141 File: Cross Sections.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. N. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 CROSS SECTIONS AND DETAIL Sheet No. c-8 CONFORMED DOCUMENTS 2" SCH. 80 CPVC VENT WITH INSECT SCREEN TO ATMOSPHERE (TYP) - 2" SCH. 80 CPVC FILL LINE WITH CAM LOCK QUICK CONNECT 2" SCH. 80 CPVC FILL LINE ADJUSTABLE PIPE SUPPORT (TYP) N -121:Elli SCALE: 1 /4 " =1' 2" SCH. 80 CPVC FILL LINE SEE SHEET C -4 FOR CONTINUATION 11 ROLL -UP DOOR CHLORINE ROOM FLOOR PLAN HIGH DENSITY LINEAR POLYETHYLENE 1550 GALLON SODIUM HYPOCHLORITE STORAGE TANK, 8'-0" DIA. x 6' -11" HIGH U.V. RESISTANT, DOUBLE WALL CHLORINE ROOM SECTION SCALE: 1 /4"=1 NOTE: AIR COMPRESSOR AND 1/2" GSP COMPRESSED AIR LINE NOT SHOWN FOR CLARITY 1 /2 "0 TO 1/4 SOCKET CPVC REDUCERS (TYP. OF 4) FROM STORAGE TANK ■■ Y Y T II II II 111111 111111 1111111 711:1 u u a r Iii ■ i - —■ ■� �, �� — ■ ■ ■� ■ r ^;' .1. # 1 ■ rr r■ ,n1 r� .0 � _ _ /I I�� _�- _.._ _�_uiG�'ri I� -1 �r Y � i_I rY■ i��r ■�■ - ri:��r�r �� _,`,_ C 1 1 L I i ��l �r rl I�� illj '1 1 'illi ii l i '� i � iu illj '1 1 'iIIT iii ' 48 y" 6y" 14" 14" 6%" w z c3 o63 a Z d z z 24 y" r 48X 24X" POST-CHLORINATION CHLORINE FEED SKID PLAN VIEW* NOT TO SCALE * PRE - CHLORINATION SKID IS MIRROR IMAGE NOT TO SCALE FRONT ELEVATION 1 /2 "0 SOCKET CPVC BALL VALVES (6 PLACES) GRIFFCO T- SERIES MODEL PRT050T, 1/2 "0 PTFE PRESSURE RELIEF VALVES NOTE: 1/2" SCH. 80 CPVC HYPOCHLORITE LINE TO INJECTORS NOT SHOWN FOR CLARITY 1/2 SOCKET CPVC TEE FOR 1/4 "0 FLUSHING / DRAIN VALVE CONNECTION (4 PLACES) 1/4 "0 UNION (TYP. OF 4 ) 48 y" SCALE: 3/8" = 1'-0" CHLORINE INJECTION DETAIL SECTION NOT TO SCALE No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Chemical Room. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (1.ic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 CHEMICAL FEED SYSTEM DETAILS Sheet No. CONFORMED DOCUMENTS 24 16 8 0 -8 TO PUMPS 16" DIP 16" HDPE FUSED BEND PIPE AT NO MORE THAN 75% OF MECHANICAL JOINT MANUFACTURERS RECOMMEND MAX. SECOND SCREENING COUPLING ADAPTER POINT- 1" MESH ON —3' COVER EXISTING GRADE REMOVABLE FRAME ALUMINUM HANDRAIL FOR CLEANING 16" DIP MJ 16" DIP MJ 45° BEND 45° BEND 6" MIN. CONCRETE ENCASEMENT NOT TO SCALE EL. 1.0 SLOPE TO DRAIN 4 d a WATERSTOP RING 24" DIP SUCTION NOT TO SCALE PLAN 3 -4" 18" DIP SECTION 4 SCALE: 1" = 20' H. 1 " =10'V. INTAKE STRUCTURE SECTION 3/8" THICK FIBERGLASS SLOTTED TO FIT OVER PIPE EL. FIN. FL. 5.0 2 1/2" x 2 1/2" x 1/4" SS ANGLE x4 "LONG (4 REQ. AT 90 °). BOLT TO FLOOR WITH 1/2" x 2 3/4" SS EXPANSION ANCHORS (8 REQ.). FIBERGLASS ANTI- VORTEX PLATE FIBERGLASS ANTI - VORTEX BAFFLE TOP EL. 5.50 SLOPE TO DRAIN EL. FIN. FL. 5.0 NOTE: PIPE NEEDS TO BE TESTED PRIOR TO FLOOR BEING POURED \_16" DIPMJ 45° BEND 14" [l CONC. 16" HDPE SUCTION ALONG PILINGS LAKE BOTTOM TO ELEV. 3.0 KOR -N -SEAL S106 -16WS (TYP.) — 16 "OHDPE (2) 2' -2" W x 11 4" H x a' THICK ALUMINUM STOP LOGS HALLIDAY SERIES NIB WITH "R" HANDLE EL. +0.45 16 "OHDPE 2 PLAN 57 SECTION INLET EL. -2.0 EL. 2.33 LWL EL. 1.05 6" (TYP.) EL. + 5.0 EL. + 2.0 FIRST SCREENING POINT CHAIN LINK FENCE AROUND PERIMETER INSTALL 2' x 2' x 4'H CONCRETE BASIN WITH WEIR EL. -2.00 LAKE BOTTOM INTAKE CATCH BASIN DETAILS SCALE: 3/4" = 1' 24 16 8 0 -8 SECTION FABRICATE 2" x 2" TYPE 304 STAINLESS STEEL FRAME TO SIT A TOP INTAKE BASIN TO SUPPORT 1" MESH OVER TOP AND STOP LOG OPENING ELEV. 6" THICK HOLLOW CORE PANEL, SEE STRUCTURAL 2" THICK CONCRETE TOPPING SCALE: 1" = 10' 1" THICK FIBERGLASS GRATING INTAKE STRUCTURE PLAN GRATING GRATING NOTE: PULTRUDED FIBERGLASS GRATING, FIBERGLASS SPF POLYESTER RESIN, MS 1 -4010 SPACING, GRAY 1" BEARING BARS, FINE GRIT SURFACE, GRAY CROSS BARS, 6" ON CENTER, 40% OPEN AREA, PANEL, BEARING BARS RUN PARALLEL TO LENGTH. INTAKE STRUCTURE SECTION SCALE: 3/4" = 1' -0" PROVIDE 1" x 2" STAINLESS STEEL ANGLE FOR SUPPORT EACH END, WITH HOLD DOWN CLIPS PER GRATING MANUFACTURER'S RECOMMENDATION INTAKE CATCH BASIN SEE DETAIL LEFT 7 BOTTOM ELEV. -2.5± No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH /GCM DEM TMZ As Shown Date: March 19, 2010 Job No. W04141 File: Intake Structure.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 INTAKE STRUCTURE Sheet No. c_ CONFORMED DOCUMENTS NOTE: DIM. "B'' SEE TABLE DIM. "B" SEE TABLE PIPE SLEEVE MECHANICALLY ADJUSTABLE SEGMENTED ELASTOMERIC SEAL ASSEMBLY 1. PIPE SLEEVE REQUIRED FOR WALL PENETRATION SEAL ASSEMBLY (IN NEW CONC.). WALL PENETRATION SEAL DETAIL NOT TO SCALE PRECAST MANHOLE WALL STAINLESS STEEL BOUND FILL WITH GROUT MANHOLE INVERT STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR KOR -N -SEAL DETAIL NOT TO SCALE PIPE SIZE DIM. "A" 10" 12" DIM. "B'' 2.1875" 2.1875" 2 -3/4" PVC OR DIP DISCONNECT 4" INFLUENT PIPE OUTLINE OF ACCESS OPENING ELEV. J • ELEV. K CABLE HOLDER 2 "DIA.SCH40 STAINLESS STEEL PUMP GUIDE RAILS KOR -N -SEAL OR EQUAL LEVEL TRANSDUCER iTe es PUMP STATION DETAILS N.T.S. W.S. DETAIL 6 -9 -00 DT CONTROL PANEL WITH SCADA SYSTEM LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT, PUMP POWER CABLES TO BE IN SEPARATE CONDUIT SEALED PULL BOX STAINLESS STEEL BALL RACKS HEAVY DUTY STAINLESS STEEL LIFTING CHAIN #6 -12" O.C.E.W. SECTION VIEW FLEXIBLE COUPLINGS (TYP.) 2' MIN 6" ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE 4" D.I. VENT WITH ZURN VENT CAP PIPE SLEEVE WITH SS LINK SEAL (TYP.) SEE DETAIL LEFT 12" _J= PLAN VIEW AUDIBLE ALARM di , ELEV. & ALARM LIGHT APPLY COAL TAR EPDXY TO INTERIOR OF WET WELL 3/4" x 11" ANCHOR BOLTS TO EXTEND 7" INTO BASE cV 6" 4" CHECK VALVE CHECK VALVE (TYP.) GALVANIZED IRON 3" FLOOR DRAIN JOSAM 38353 -92, SLOPE OUTLET PIPE 1/2" PER FOOT ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE 2 - #4 BARS NOTES: r 3" ELEV. M 4" PLUG VALVE WITH HANDWHEEL (TYP -2) 4" PLUG VALVE (TYP.) - 6 "x4" REDUCER (MJ) PRECAST CONCRETE FLOOR WITH 6 "x6 "WWM 4 "- 45° BEND (MJxMJ) 1. 1 & 2 ARE CHECK VALVES 2 . 3, 4, & 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" x 18" x 4" REBAR 4. MJ JOINTS ARE TO BE RESTRAINED WITH IP I G G :E R` T • - 22i 5. PUMPS SHALL BE FLYGT MODEL NP 3153. 181 HT ; IMPELLER - 461 ;DIAMETER - 285MM ;SPEED - 1755 ; DISCHARGE SIZE - 4 INCH ; VOLTAGE - 460 ; FREQUENCY - 60 HZ ; PHASE - 3 ; HP - 20 CURVE 63 - 461 - 00 - 6050. 6 "x4" REDUCER (MJ) - 4" DUCTILE IRON ALL MJ JOINTS MUST BE RESTRAINED 6 "x4" WYE (MJ) EXISTING GRADE 6 "x4" WYE (MJ) 4" CAM LOCK & CAP FOR EMERGENCY PUMP OUT 6 "x4" TEE (MJ) BY -PASS PUMP CONNECTION j / i, 6"x4" TEE (MJ) PUMPING STATIONS DIM A DIM B DIM C DIM D DIM E DIM F DIM G DIM H ELEV J ELEV K ELEV L ELEV M DIMENSIONS 8 „ 4" DI 121/2" 24" 36" 6' -0" MIN. 7.67 0.39 8.00 10.00 ELEV. AT CONST. PER PUMP MANUFACTURERS REQUIREMENT No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Lift Station.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers Architects (Lk. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 BACKWASH PUMP STATION Sheet No. c_ CONFORMED DOCUMENTS - CONSTRUCT 70LF OF 18" RWM BY HORIZONTAL DIRECTIONAL DRILLING CONSTRUCT 70LF OF 6" FM BY HORIZONTAL A DIRECTIONAL DRILLING 2" PVC IRRIGATION 6" FORCE MAIN NOT TO SCALE 2" IRRIGATION FEED LINE DETAIL 18" RECLAIMED WATER MAIN LAKE JESUP 6" FROM ARTESIAN WELL CONSTRUCT 6" PVC FORCE MAIN (MINIMUM 3' COVER) CROSS SEMINOLE AIL CONSTRUCT INTAKE STRUCTURE AND PIER 380' CONST. 6" - 90° BEND 5' CONSTRUCT 18" PVC RECLAIMED WATER MAIN (MINIMUM 3' COVER) 35' ORANGE AVER CONST. 18" - 90° BEND 40 TRAIL - — PAR KWAY CENTRAL WINDS STATE RD 434 SECTION A —A SCALE: HOR. 1" = 40' VERT. 1" = 4' SEMINOLE CROSS TAIL. 40' RM/ EXISTING _ RRADF EXISTING PAVEMENT — EXISTING 15" RCP W/ MES REMOVE AND REPLACE AS — REQUIRED ONST. x — y 10 f 18 12" REDUCER C MIN. 12° MIN. EXISTING — � 12 "x8 "TEE — CONST. — 18" - 45 BEND 12" MIN CONST. 18 — CONST. — 22.5° BEN \-18" RW — 6" FORCE MAIN 12" - 45° BEND 130' - 18" RW HDD DIRECTIONAL DRILL 130 LF A OF 18' PVC RECLAIMED WATER MAIN CONST. 18" x 12" REDUCER ACONST. B E N D EXISTING 12" x 8" TEE /- EXISTING 8" RECLAIMED WATER MAIN CONST. 110 LF OF 6" PVC BY HORIZONTAL DIRECTIONAL DRILLING CONST. 6" - 45° BENDS VE AND VALVE CONSTRUCT 18" PVC RECLAIMED WATER MAIN (MINIMUM 3' COVER) 5' OLD SR 434 RI�N CONSTRUCT 6" PVC FORCE MAIN (MINIMUM 3' COVER) 0 100 200 GRAPHIC SCALE R z EXISTING 12" RECLAIMED WATER MAIN CONSTRUCT 6" TAPPING CONNECT TO EXISTING 6" FORE BEGIN CONSTRUCTION OF OFF SITE PIPING, AT POINTS OF CONNECTION TO EXISTING SYSTEM EXISTING 6" FORCE MAIN No. A A A A Date 3/17/11 5/27/11 6/10/11 Revision ADD CONSTRUCTION ENTRANCE LOCATION ADDENDUM NO. 1 DRC REVIEW By WCG WCG WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ 1" =100' Date: MARCH 19, 2009 Job No. W04141 File: 09 Site Piping Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 OFF SITE PIPING PLAN Sheet No. C-12 CONFORMED DOCUMENTS 4 PROPOSED GRADE ELEVATION = 9.5 ± ELEV. 9.75 PROPOSED GRADE ELEVATION =14.0' ± PROPOSED GRADE HWL ELEVATION = 12.0' t — 8'-6 "x7' ROLLUP DOOR /ALUMINUM HANDRAIL 1 FINISH FLOOR ELEVATION =10.0' ± 20.0' TOP OF SLAB ELEVATION = 9.75 t GRADE AT ELEVATION = 9.50' ± 60.0' r i l l 40.0' / TANK FINISH FLOOR ELEVATION = 5.0' ± HIP ROOF ELECTRICAL AND CHEMICAL ROOMS HIP ROOF TOP OF TANK/DECK ELEVATION = 14.0' t N I N 1 1 N N ALUMINUM HANDRAIL 80.0' EAST ELEVATION SCALE: 1 " =5' 80.0' ALUMINUM HANDRAIL TOP OF SLAB ELEVATION 9.75 WEST ELEVATION SCALE: 1 " =6' v�pOUpOv00� �nO��f;Op�n�n0�n0()C SOUTH ELEVATION SCALE: 1"=6' NORTH ELEVATION SCALE: 1, RETAINING WALL 40.0' ELEV. 9.25 ELECTRICAL ROOM z FINISH FLOOR ELEVATION =10.0' ± TOP OF TANK/DECK ELEVATION =14.0' ± GRADE ELEVATION = 9.5' ± TANK FINISH FLOOR ELEVATION = 5.0' ± ` TOP OF TANK/DECK ELEVATION =14.0' ± TANK FINISH FLOOR ELEVATION = 5.0' ± TOP OF TANK/DECK AND WALL ELEVATION =14.0' ± 60.0' CHEMICAL ROOM fl fl fl fl ALUMINUM HANDRAIL HIP ROOF .........(................... PROPOSED GRADE ELEVATION = 9.5' ± PROPOSED GRADE ELEVATION = 14.0' ± TANK FINISH FLOOR ELEVATION = 5.0' ± No. A A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ AS SHOWN Date: March 19, 2009 Job No. W04141 File: Tank Elevations.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O. A. Nn. 3275) Architects (Lk. Nn. .1A2600926) Surveyors (LB. No. 7743) Landscape Arch. (Li, No. Lco000298) Planners Environmental Scientists Construction Management Traffic / Transportation 1917 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG- #32928 STORAGE TANK ELEVATIONS Sheet No. e CONFORMED DOCUMENTS FINISHED GRADE COMMON FILL // 12" (TYP.) // �/��/ / M4, /1/*� i /0,, N.T.S. W/ SIZE OF PIPE SEE NOTE 4 PIPE O.D. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE NOTE 8) SELECT COMMON FILL UNDISTURBED (SEE NOTE 3) TRENCH WIDTH VARIES NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN THE CITY RIGHT -OF -WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT -OF -WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL CAUTION BURIED RECLAIMED WATER LINE BELOW NOTE: Standard Non - Detectable Warning Tape Reclaimed Water Line Tape is 3" Wide and Purple With Black Lettering Force Main Tape is 3" Wide and Green with Black Lettering PIPE IDENTIFICATION AND WARNING TAPE N.T.S. W.S. DETAIL 6 -9 -00 BY DT POST (OPTIONS: 2"x4" OR 2 -1/2" MIN. DIA. WOOD; STEEL 1.33 LBS /FT. MIN.) O O O TTh FDOT INDEX #102 N.T.S. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) COMMON FILL SELECT COMMON FILL BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9) NOTES: N.T.S. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) 12" (TYP.) 6' MAX ELEVATION F.D.O.T. TYPE 111 SILT FENCE L TRENCH WIDTH VARIES W/ SIZE OF PIPE PRINCIPAL POST POSITION (CANTED 20° TOWARD FLOW) OPTIONAL POST POSITIONS HI 20 °+ SECTION UNDISTURBED EARTH FINISHED GRADE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15 ", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N.T.S. SET IN EPDXY I L HANDRAIL TOP MOUNTED HANDRAIL DETAIL EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH BOX SHALL NOT REST ON VALVE OR PIPE VALVE (TYPE AS SPECIFIED) 14 THHN SOLID COPPER TRACER WIRE N.T.S. HANDRAIL DETAIL N.T.S. POST REINFORCING INSERT ALUMINUM TOE BOARD ALUM. COVER FLANGE W /SET SCREW RECLAIMED WATER I I± I � TO BE DETERMINED PIPE FLANGE WITH 4 -1/4"0 S.S. EXP. ANCHORS (TYP.) SHOWN POST INSERT SIMILAR S.S. PIPE CLAMP 3/8" S.S. CARRIAGE BOLT, NUT, & WASHER TYPICAL VALVE BOX COVER DETAILS 1 -1/2"0 PIPE HANDRAIL & POST 7 SET TOP OF VALVE BOX TO FINISHED GRADE TOE BOARD DETAIL N.T.S. 4' moll= 18 "x18 "x4" CONCRETE COLLAR WITH #4 REBAR ADJUSTABLE VALVE BOX (CAST IRON) \ MECHANICAL JOINT GATE VALVE GATE VALVE AND VALVE BOX DETAIL POST REINFORCING INSERT ALUMINUM HANDRAIL ALUMINUM TOE BOARD 36' MIN. TOP OF WALKING SURFACE PIPE RESTRAINT FOR D.I. PIPE MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE SIZE - INCHES FITTING TYPE 4 6 8 10 12 14 16 18 20 24 VERT. UP OR HORIZ 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND VERTICAL DOWN 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND BRANCH OF TEE DEAD END REDUCERS SIZE RESTR.LENGTH SIZE RESTR.LENGTH 2 8 20 4 8 17 42 15 42 6X4 31 16X6 123 6 12 29 6 12 25 60 31 60 8X4 57 16X8 106 4 7 15 37 8 15 32 77 48 77 8X6 33 16X12 60 4 18 44 9 19 39 94 63 94 10X6 59 18X8 126 5 10 21 52 11 22 45 109 79 109 10X8 32 18X12 86 6 12 24 59 12 25 52 125 94 125 12X6 82 18X16 32 6 13 27 65 14 28 58 140 108 140 12X8 59 20X12 109 7 14 30 72 15 31 64 155 123 155 12X10 32 20X16 60 8 16 32 78 17 34 70 169 136 169 14X6 103 24X12 150 9 18 37 90 19 39 82 197 164 197 14X8 84 24X16 110 TAPE N.T.S. NOTES: 1. SAND -SILT SOIL (COHESIONLESS SOIL WITH 30° INTERNAL FRICTION ANGLE, PIPE FRICTION /SOIL FRICTION RATIO = 0.75, SOIL DENSITY 90 PCF). 2. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). 3. 150 PSI DESIGN PRESSURE. FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35 %. 4. 3 FOOT MINIMUM COVER ON THE PIPE. 5. ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS DUCTILE IRON PIPE PIPE RESTRAINT FOR PVC PIPE (C -900/C -905 DR 18) MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE SIZE - INCHES FITTING TYPE 4 6 8 10 12 14 16 18 20 24 VERT. UP OR HORIZ 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND VERTICAL DOWN 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND BRANCH OF TEE DEAD END SIZE RESTR.LENGTH SIZE RESTR.LENGTH 2 5 10 23 6 11 23 56 20 56 6X4 41 16X6 159 3 6 13 32 8 16 33 79 41 79 8X4 74 16X8 137 4 8 17 42 10 20 42 102 63 102 8X6 43 16X12 79 5 10 21 50 12 24 51 122 83 122 10X6 76 18X8 163 6 12 24 58 14 28 59 143 103 143 10X8 41 18X12 111 6 13 27 66 16 32 67 163 129 163 12X6 106 18X16 41 7 15 30 73 18 36 75 182 141 182 12X8 77 20X12 141 8 16 33 80 20 40 83 201 159 201 9 17 36 87 22 43 91 219 177 219 10 20 41 100 25 50 105 253 210 253 REDUCERS 12X10 42 20X16 78 14X6 133 24X12 194 14X8 108 24X16 142 NOTES: 1. SAND -SILT SOIL ( COHESIONLESS SOIL WITH 30° INTERNAL FRICTION ANGLE, PIPE FRICTION /SOIL FRICTION RATIO = 0.6, SOIL DENSITY 90 PCF). 2. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). 3. 150 PSI DESIGN PRESSURE. FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35 %. 4. 3 FOOT MINIMUM COVER ON THE PIPE. 5. ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS C900 PVC PIPE TRACING WIRE GENERAL NOTES: TAPE 1. PIPE LINE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER, RECLAIMED WATER AND SEWER FORCE MAINS. 2. SYSTEMS - TRACING WIRE SHALL ALLOW TRACABILITY OF ALL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENTIFIED PVC VALVE BOX AT THE END OF THE RUN. TRACING WIRE CONNECTION No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. WO4141 File: Standard Details. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB.., 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 STANDARD DETAILS Sheet No. C-14 CONFORMED DOCUMENTS PROPOSED UTILITY MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS POTABLE WATER RECLAIMED WATER* SANITARY SEWER FORCE MAIN SANITARY SEWER GRAVITY MAIN STORM VACUUM TYPE R SANITARY SEWER HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL POTABLE WATER -- - - 3 ' 12 " 6 ' 12 " 6' ** 6" ABOVE 3' 6" ABOVE 12" BELOW 12" BELOW RECLAIMED WATER 12" __ — "" 3' 12" 3 ' 12" __ __ SANITARY SEWER FORCE MAIN 6' 12" 3' 12" -- -- -- -- -- -- SANITARY SEWER GRAVITY MAIN 6 , ** 6" ABOVE 3' 12" 12" BELOW FIRE HYDRANTS WI UNDERGROUND DRAINS -- -- 3' -- 6' -- 6' - 3' 2 1/2" HOSE NOZZLES BREAKABLE BARREL COUPLING OR FLANGE FINISHED GRADE DRAIN VALVE SHALL BE PLUGGED N.T.S. L NOTES: 6" STANDARD HYDRANT WITH 5 1/4" OPENING CAP CHAINS ONE PUMPER OUTLET NOZZLE ON STREET SIDE PROVIDE CONCRETE COLLAR IN PAVED AND UNPAVED AREAS LOCKING 6" HYDRANT ADAPTER AND HYDRANT TEE, OR 3/4" TIE RODS (MIN 2 PER CONNECTION PIECE) 6" CONNECTING PIECE 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW # 42 MEDALION AMERICAN DARLING B84B, OR THE MUELLER A -423. 2. THE BARREL SHALL BE PAINTED YELLOW AND TOP WHITE 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS 18 "x18" x 4" CONCRETE COLLAR WITH #4 REBAR CAST IRON BOX 6" MECHANICAL JOINT GATE VALVE FIRE HYDRANT ASSEMBLY DETAIL 3' -0" MIN COVER N.T.S. 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES PER THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. *2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 62 -610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. * "4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND GRAVITY SANITARY SEWER MAY BE REDUCED TO 3 FEET IF THE BOTTOM OF THE WATER MAIN IS LOCATED AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SEWER. 5. AT UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED ABOVE OR BELOW THE OTHER UTILITY PIPELINE MAXIMIZING THE SEPARATION OF PIPELINE JOINTS. ALTERNATIVELY, WATER MAIN JOINTS MUST BE: A. AT LEAST 3' FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR UNRESTRICTED PUBLIC ACCESS RECLAIMED WATER. B. AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS, AND ALL OTHER TYPES OF RECLAIMED WATER. 6. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED TOUCHING ANY PART OF A SANITARY MANHOLE OR STORM SEWER MANHOLE OR INLET STRUCTURE. MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS LEGEND • FLOATING TURBIDITY BARRIERS • •i• • • • • • Current ,Structure Alignment TURBIDITY BARRIER APPLICATIONS A TURBIDITY BARRIERS DETAIL 7. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS MUST BE AT LEAST 10 FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065 (2), F.S., AND RULE 64E- 6.002, F.A.C. (E.G. SEPTIC TANKS, DRAIN FIELDS, AND GREASE TRAPS). 8. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER. A. WHERE A WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE AND /OR WHERE A WATER MAIN CROSSING HAS LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN JOINTS: B. WHERE A WATER MAIN IS BEING LAID LESS THAN 3 FEET HORIZON- TALLY FROM ANOTHER PIPE LINE AND /OR WHERE A WATER MAIN IS BEING LAID WITH LESS THAN THE REQUIRED MINIMUM VERTICAL SEPARATION: N.T.S. FDOT INDEX NO. 103 1. USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS, FORA GRAVITY OR VACUUM TYPE PIE LINE. 2. USE OF WELDED, FUSED OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPE. 3. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST 4" THICK FOR EITHER PIPE. 1. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25" THICK D.I.P.), OR CONCRETE ENCASE- MENT AT LEAST 4" THICK FOR THE WATER MAIN AND THE OTHER PIPE LINE IF THE OTHER PIPE LINE CONVEYS WASTEWATER OR RECLAIMED WATER. 6' Max. STAKED TURBIDITY BARRIER GENERAL NOTES EXISTING EDGE OF ASPHALT. CONTRALTO R TO COORDINATE INSTALLATION OF AGGREGATE WITH COUNTY. NOTE: INSTALL SHOWER WITH ALL GALVANIZED PIPING, SUPPORTS, ETC. SUPPORT FROM STRUCTURE AS REQUIRED 1 1/4" SUPPLY (ROTATE TEE TO ACCOMMODATE SUPPLY LINE LOCATION) PROVIDE FLOW ALARM, SEE ELEC. DWGS. BRADLEY MODEL 51931- AL -SR, O/E COMBINATION SHOWER & EYE WASH SAFETY STATION NOT TO SCALE 1 1/4" INDIRECT WASTE LINE ANCHOR SUPPLIED BY MANUFACTURE. (TYP.) 1/2" EXPANSION JOINT SLOPE SHOWER / EYEWASH STATION DETAIL N.T.S. 20'R MIN. W WHEELS SUPPLY IF ATER NECESSARY TO WASH 4 0 • °r � O O r /� ?•�:�• -^ • i�� d J OV O �•\ CT 20'R MIN. dP•' ril' go O� Q�OQ a�J?..� - : f;jto is COARSE AGGREGATE MIN 12" THICK 50' MIN PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, FDOT SIZE No. 1 (1 2" TO 3 i ") MINIMUM THICKNESS 6" WITH GEOTEXTILE UNDERLINER. LE TEMPORARY CONSTUCTION ENTRANCE DETAIL No. A A A A Date 3/17/11 Revision ADD BMP TO DETAILS By WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Standard Details. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 STANDARD DETAILS Sheet No. C-15 CONFORMED DOCUMENTS 16'_10" 3' -0" 3' -0" 12'_8" 8 „ 8 ,, ENTRY V ENTRY V / SHOWER/ STATION • • • • • • 1 I' • • • • • D -101 C ROOM 1018 ELECTRICAL ROOM CHEMICAL ROOM F.F. EL. = 10.0 • • w Y 0 X O w a O 0 O D -101C PORTABLE EXTINGUISHER TYPE MINIMUM (TYP. ) O FIRE A -C, 20 LB. ROOM • _� UTILITY SINK D -1018 OA 101A ,A 1 550 GALLON SODIUM HYPOCHLORITE ODIS 4333 3NRi0lH0 STORAGE TANK D -101A OA • • • • • • • • • • I I • • 20 8" AC SLAB FLOOR PLAN SCALE: 1/4", 10'-0" F. F. EL =10.0 NORTH ELEVATION SCALE: 1/4 "= 1 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 10'-0" CONCRETE SLAB CONCRETE SLAB 16" HDPE LAKE SUCTION PIPE ALDRIDGE - BENGE FIREFIGHTER SAFETY ACT OF 2008 1. THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR. 2. THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL NOT BE LESS THAN 4 FEET (48 INCHES). 3. THE DISTANCE ABOVE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL NOT BE MORE THAN 6 FEET (72 INCHES). 4. THE MALTESE CROSS SIGN SHALL BE OF A REFLECTIVE MATERIAL 5. INSTALL KNOX BOX PER FIRE DEPARTMENT REQUIREMENTS. Q 6. INSTALL "DANGER CHLORINE" SIGNS ADJACENT ALL DOORS TO CHEMICAL ROOM AND WITHIN CHEMICAL ROOM. 8" CMU DOOR SCHEDULE ROOM DESIGNATION CHEMICAL- 101A CHEMICAL- 101A ELECTRICAL - 101B DOOR NUMBER D -101A, B D -101C D -101 D DOOR SIZE WIDTH HEIGHT DOORS TYPE A MAT'L AL AL AL FIN FRAMES TYPE A A MAT'L AL AL FIN FIRE RATING (MIN) HARD- WARE SET NOTE NO. NOTES ROLLUP DOOR SINGLE DOOR SINGLE DOOR SEE DETAIL A FOR HEAD, THRESHOLD AND JAMB DETAILS HARDWARE SET 1 CONSISTS OF HINGES, KICKPLATE, LOCKSET AND CLOSER- HOLD OPEN ARM ALL HARDWARE TO BE STAINLESS STEEL. 1. VERIFY ALL DOOR SIZES AND FRAMES PRIOR TO INSTALLATION TO ASSURE PROPER OPERATION OF THE DOOR UNIT. 2. ALL EXTERIOOR DOORS AND FRAMES SHALL BE ABLE TO WITH STAND 110 MPH WIND LOAD. 3. EXTERIOR SWINGING DOORS SHALL BE OPERABLE BY A FORCE OF NOT MORE THAN EIGHT AND ONE -HALF POUNDS APPLIED TO THE LATCH STILE. 8 "x16 "CMU LINTEL COMP.FILLER ROD & SEALANT EACH SIDE FRAME(FRP OR ALUM) DOOR (FRP OR ALUM) EQ DOOR JAMB ROOM NO. 101 WALL MTL. CMU RATING FINISH SYS 16 COLOR CEILING MTL. DW RATING FINISH SYS 17 COLOR FLOOR MTL. S -GONG. RATING FINISH SYS 9 COLOR NONE HIP ROOF SCALE: 1/4 DOOR HEAD MO DOOR DETAILS NTS EQ WEST ELEVATION ROOM FINISH SCHEDULE SYS 16 S -GONG. DW SYS 17 ALL MASONRY SHALL BE SEALED PER SECTION 09900 SYSTEM No. 16 SMOOTH FINISHED CONCRETE DRYWALL ALL CONCRETE SHALL BE SEALED PER SECTION 09900 SYSTEM No. 17 THRESHOLD SET IN GROUT ROUGH OPENING 0.0417 5" ALUMINUM DOWNSPOUT I I I 7- 8 CMU F. F. EL =10.0 ROLL -UP DOOR DOOR THRESHOLD SEE SCHEDULE FRAME TYPES 0.0417 NTS NTS SEE SCHEDULE DOOR TYPES PANIC HARDWARE KEYED LOCK SET No. A 0 A Date 6/10/11 Revision DRC REVIEW By WCG No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Building Elevations. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 ELECTRICAL /CONTROL BUILDING FLOOR PLAN, ELEVATIONS AND DOOR SCHEDULE Sheet No. 4 9 1 CONFORMED DOCUMENTS J:\ W04141 \DWG \Lake Jesup Planslake Jesup Conformed1W04141 S1 Lake Jesup Building Elevations.dwg Jun 22, 2011 PREFABRICATED TRUSS ROOF TRUSS SYSTEM HURRICANE ANCHORS AT EACH TRUSS IMBEDDED IN CONCRETE PROVIDE END STRAPPING IN ADDITION TO THE TRUSS STRAPPING SEE DETAIL, THIS SHEET FINISHED FLOOR 6" ABOVE FINISHED GRADE #4 BARS 18" O.C.E.W. SCALE: 1/2" = 1' -0" FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR CQ1\1P NFN'> S & CLADDING CALCULATIONS CONFORM ' ITD ASCE 7-05 Building Inf ativni Job Info7r n 1iw ' '114 (;l nl7alip�ts7`ypp; WA1LL(3F£iv']@1C$: Im pur�treFnexvr: ' - ` .Mb Nti�mber; W44141. �:�Wv(.' Yegorg: 'S '7—"i �� E'ornp:�n}hi�me C. Engineers i]itr�roua3u(ylFnctor(k� Q�9 IMi�Rk4fM7i9+11. isiy;paxed77y: FNl:Anydtlw. 7 »terna3 kxi5gisl'� �ae71iu 0.7& 1Ja'tcFT"ne: 91191:tU$] 8..17 AM nleon xe'oTiHteFght {#E}.' IZ G(t�nt3�Ism�. W7a[ew Springs +��tdiag '73 .JabAeseilptFFon: ( 7aR7ra�easc' 8ee�ain�£dAo4sfnr- Ilooritevuooe Rnaf Sbpg� 'I Yy: Veidt7tot.EntlZonc ( ttj. Ckpenin�i9u1 •Jc11F9peu77],7)ase.II plat! ant: 4nc11f] pnoin,. q) ce;(f t/ I1�rcnirs S iittP in) IL t3Ta ini;{ k] t3tikC�l ()I 17�1� £ +I= kw„iFSfFIlM1�6l L'pes 1 I , au ]n kab 1 - •A' II 6.6. .� (. ills: ) r'C;II'mgram I'iles',Structures tntossationall4Windlwind toast ** OPENING MARK DESIGNATIONS FOR EXTERIOR DOORS, WINDOWS AND LOUVERS ARE SHOWN ON THE BUILDING PLAN AND ELEVATIONS AND CORRESPOND TO THE INFORMATION SHOWN ON THE CHART ABOVE ASPHALT SHINGLES 30# FELT (MIN.) PROVIDE 4" THICK R -19 BLANKET INSULATION //,\/// VAPOR BARRIER COMPACTED FILL 8 "x16" CONC. BLOCK EL. 10.00 TYPICAL WALL SECTION GEORGIA PACIFIC 5/8" DENSARMOR PLUS ABUSE GUARD PAPERLESS DRYWALL SPECKLED AND PAINTED, FASTEN PERPENDICULAR TO TRUSSES WITH 5D COOLER NAILS OR 1 -1/4" DRYWALL SCREWS @ 7" O.C. 1 /2" EXTERIOR PLYWOOD DECKING PROVIDE 2x4 BLOCKING STAGGERED BETWEEN TRUSSES (TYP.) #5 DOWEL 2 - #5 CONTINUOUS fons; 3/4" HARDIEBOARD TRIM BOARD COVERED WITH ALUMINUM FASCIA 5" ALUMINUM RAIN GUTTER UMINUM SOFFIT EXTERIOR TO HAVE STUCCO IS PAINT INTERIOR ALUMINUM DOWNSPOUT (2 LOCATIONS) 1 - #5 BAR AT FILLED CELLS WHERE SHOWN ON PLANS OVERLAP BARS 25" CONCRETE SPLASH PAD 2 ROWS, CONCRETE FILLED "U" BLOCK W/ 1 - #5 BAR CONTINUOUS EACH ROW (BOTH ROWS TO BE POURED SIMULTANEOUSLY WITH 3000 P.S.I. PEA ROCK MIX) AT OPENINGS THE PRECAST LINTEL TAKES THE PLACE OF ONE ROW OF U- BLOCKS. SEE DETAIL THIS SHEET NOTES: 124/2011 1. PROVIDE SOIL STABILIZATION BENEATH THE SLAB. 2. CONCRETE FLOOR SURFACE TO BE SEALED. 3. REINFORCING BARS TO BE ASTMA615 GRADE 60. 4. SLAB AND TERMITE TREATMENT AND VAPOR BARRIER ARE REQUIRED PER FBC -2007. FORMS 16" BOND BEAM CONTINUOUS AROUND BUILDING DETAIL SCALE: 1" = 1' -0" BUILDING AND ROOFING MATERIALS: THE TRUSS SYSTEM FOR THE BUILDING SHALL BE AN ENGINEERED SYSTEM DESIGNED AND CONSTRUCTED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT DRAWINGS FOR APPROVAL OF THE TRUSS SYSTEM WITH THE ENGINEER'S SIGNATURE AND RAISED SEAL. THE TRUSSES SHALL BE CONSTRUCTED OF SOUTHERN YELLOW PINE WITH NOMINAL DIMENSIONS NOT LESS THAN 2" x 4 ". THE TRUSSES SHALL NOT BE SPACED ANY GREATER THAN 24" APART. THE DESIGN OF THE TRUSSES SHALL COMPLY WITH THE FLORIDA BUILDING CODE AND LOCAL CODES TO INCLUDE WIND LOADS RESULTING FROM HURRICANES. THE TRUSS MANUFACTURER SHALL ALSO ADVISE THE CONTRACTOR OF ANY SPECIAL ANCHORING REQUIREMENTS FOR THE TRUSS SYSTEM. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH THE INSTALLATION OF THE TRUSSES. CONTRACTOR TO FURNISH HURRICANE ANCHORAGE SYSTEM WITH A MINIMUM UPLIFT STRENGTH REQUIRED BY THE TRUSS SUPPLIER. SHINGLES SHALL BE ELK TIMBERLINE COOL SERIES. COLOR SHALL BE BARKWOOD. ROOF SHEATHING TO BE 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD WITH CLIPS AND FASTENED TO THE TRUSSES WITH 8d GALVANIZED BOX NAILS AT 6" O.C. AT EDGES AND AT INTERMEDIATE FRAMING. SHEATHING SHALL BE COVERED WITH 30# FELT. SHEATHING SHALL BE SEPARATED BY ALUMINUM CLIPS. THE DRIP EDGE, SOFFIT AND FASCIA SHALL BE ALUMINUM WITH A FACTORY APPLIED ENAMEL COATING. THE DRIP EDGE, FASCIA AND SOFFIT SHALL BE ATTACHED USING ALUMINUM NAILS. GUTTERS AND DOWNSPOUTS SHALL BE PROVIDED ALONG BOTH SIDES OF THE BUILDING. THE MATERIAL OF THE GUTTERS AND DOWNSPOUTS SHALL MATCH THE FASCIA AND SOFFIT. A MINIMUM OF TWO DOWNSPOUTS SHALL BE PROVIDED. THE CONTRACTOR SHALL ALSO PROVIDE A SPLASH BLOCK AT THE BOTTOM OF EACH DOWNSPOUT. THE SPLASH BLOCK SHALL BE CONCRETE. MASONRY UNITS TORE 8 "x8 "x16" IN ACCORDANCE WITH ASTM C90. MORTAR SHALL BE TYPE . M . OR 'S IN ACCORDANCE WITH ASTM C270. SEE SPECIFICATIONS FOR INTERIOR AND EXTERIOR PAINTING REQUIREMENTS. No. A A A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Building Details.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers Architects Surveyors Landscape Arch. Planners Environmental Scientists Construction Management Design/ Build (C.O.A. N. 3215) (Lic. No. AA2600926) (L.B. Na. 7143) (Lk. N. LC00002.) 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 ELECTRICAL /CONTROL BUILDING SECTION AND DETAILS Sheet No. S-2 CONFORMED DOCUMENTS ROOF WIND UPLIFT PRESSURES (PSF) EFFECTIVE WIND AREA ROOF ZONES V =110 MPH, EXP. B, I = 1.0 BUILDING CATEGORY II, Cpi = +/- 0.18 10 20 50 100 (1) +10.0/ -21.8 +10.0/ -21.2 +10.0/ -20.5 +10.0/ -19.9 (2) +10.0/ -36.5 +10.0/ -32.6 +10.0/ -27.5 +10.0/ -23.6 (3) +10.0/ -55.0 +10.0/ -45.5 +10.0/ -33.1 +10.0/ -23.6 COMPONENT AND CLADDING WIND PRESSURES EFFECTIVE WIND AREA WALL ZONES v=110 MPH, EXP. B, I = 1.0 BUILDING CATEGORY II, Cpi = +/- 0.18 10 20 50 100 (4) +21.8/ -23.6 +20.8/ -22.6 +19.5/ -21.3 +18.5/ -20.4 (5) +21.8/ -29.1 +20.8/ -27.2 +19.5/ -24.6 +18.5/ -22.6 GENERAL CONDITIONS: 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS, AND ASCE 7 -05. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND /OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. IT SHALL BE THE SOLE RESPONSIBLY OF THE CONTRACTOR FOR INITIATING, MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PROCEDURES. 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, PRE - ENGINEERED METAL BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. SPECIALTY ENGINEERED PRODUCTS A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. HANDRAILS 2. MISCELLANEOUS STEEL 10. DESIGN LOADS: A. DESIGN WALL LOADS: 1. 250 PSF SURCHARGE. 2. 70 PCF EQUIVILENT FLUID PRESSURE. B. DESIGN ROOF & DOCK LIVE LOAD: 1. 100 PSF C. DESIGN WIND LOAD: (IN ACCORDANCE WITH FBC 2007 AND ASCE 7 -05.) 1. BASIC WIND SPEED (3 SECOND GUST): 110 MPH 2. WIND IMPORTANCE FACTOR, I = 1.15 3. BUILDING CATEGORY: III 4. WIND EXPOSURE CATEGORY: B 5. COMPONENTS AND CLADDING WIND PRESSURE: SEE WIND LOAD SCHEDULE THIS SHT. 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 D. BUOYANCY LOADS: 1. 100 YR. FLOOD ELEV. = +9.75' (VERIFY W/ CIVIL PRIOR TO FABRICATION & CONSTRUCTION.) 2. T /MAT ELEV. = +5.0' 3. BUOYANCY HEAD = +9.75'- 5.0' +2.0' (MAT THICKNESS ) = 6.75 FT. 11. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS WILL NOT BE PERMITTED. B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT /ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR INCLUDING THE CURTAIN WALL GLAZING SYSTEM SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW BY THE ARCHITECT /ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF OBSERVATIONS. 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. PRECAST HOLLOW CORE PLANKS 1. EDGE DISTANCE A = 6 FEET O ® O ELEVATION FOUNDATION: FOUNDATION DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 PSF AS RECOMMENDED IN A REPORT PREPARED BY NODARSE AND ASSOCIATES PROJECT N0. 01 -09- 0088 -102A DATED 10/08/09. 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOWABLE BEARING PRESSURE. 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. CONCRETE: CONCRETE MEMBERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1 ". B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. C. 5000 PSI CONCRETE SHALL HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.40. 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL CONFORMING TO ASTM A -615 GRADE 60. SUBMIT ALL REINFORCING STEEL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. 7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES ", AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 12. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE PLACEMENT. 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC SUPPORT REINFORCEMENT_ TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. 15. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 16. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION SHALL BE KEPT BY THE CONTRACTOR ON SITE. 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. A 1. EDGE DISTANCE A = 6 FEET PRECAST HOLLOW CORE PLANK: PRECAST PLANKS SHALL BE PRESTRESSED HOLLOW CONCRETE PLANK WITH THE SIZE INDICATED ON THE DRAWINGS. THE PLANKS SHALL BE MACHINE EXTRUDED WITH A ZERO SLUMP. 2. PRECAST MANUFACTURER SHALL BE A CERTIFIED PLANT UNDER THE PCI PLANT CERTIFICATION PROGRAM. THE PLANT SHALL CONFORM TO THE PCI 116 - MANUAL FOR QUALITY CONTROL. 3. PRECAST UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. PRESTRESSING STRANDS SHALL BE UNCOATED 7 WIRE CABLE CONFORMING TO ASTM A416,421. 5. PRECAST MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS WHICH BOTH SHALL BE SIGNED AND SEALED BY A LICENCES PROFESSIONAL ENGINEER. 6. PRECAST SHALL BE DESIGNED IN ACCORDANCE WITH ACI 318 AND 311 AND THE LIVE LOAD DEFLECTION SHALL BE SHALL NOT EXCEED THE SPAN /360. 7. PRECAST SHALL MEET THE FIRE RESISTANCE RATING FOR BOTH RESTRAINED AND UNRESTRAINED FOR THE RATINGS REQUIRED BY THE ARCHITECTURAL DRAWINGS. 8. PRECAST HOLLOW CORE UNITS SHALL HAVE 3 INCH MINIMUM BEARING. PLANKS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 9. POINT SHIMMING SHALL NOT BE PERMITTED, IF SHIMS ARE REQUIRED THEY SHALL BE CONTINUOUS. 10. ALL OPENINGS SHALL BE COORDINATED WITH ALL TRADES. OPENINGS LARGER THAN 6 INCH SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL NOT CUT OPENINGS IN THE PLANKS WITHOUT THE PLANK MANUFACTURER'S WRITTEN APPROVAL. 11. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE 12. PLANKS SHALL BE DESIGNED FO THE SUPERIMPOSED LOADS INDICATED IN THE STRUCTURAL NOTES. 13. A 1:3 CEMENT -SAND GROUT MIX SHALL BE USED FOR GROUTING THE KEYWAYS. KEYWAYS SHALL BE GROUTED PRIOR TO PLACING TOPPING OR ANY OTHER SUPERIMPOSED LOAD. I 14. CONCRETE TOPPING SHALL BE NORMAL WEIGHT CONCRETE WITH F'c = 3000 PSI. PREPARE PLANK SURFACE TO RECEIVE TOPPING PER MANUFACTURER'S RECOMMENDATIONS. 15. EXTREME CAUTION SHALL BE USED WHEN DRILLING OR SHOOTING INTO PLANKS. CONTRACTOR CONSULT WITH PLANK MANUFACTURER PRIOR TO DRILLING OR SHOOTING INTO PLANK. PLAN STANDARD ACI HOOK (TYP.) ADDITIONAL HORIZ CORNER BARS. MATCH WALL HORIZ. REINF. 2" CLR L- SHAPED CORNER DETAIL CC -1 EXTEND 48 BAR DIA. U.N.O. ON PLAN TYPICAL SLAB AND WALL OPENING DETAILS N.T.S. 1' -0" 2" CLR. CC -2 COLUMN TYPES WALL VERT. & HORIZ. REINF. PER SECTIONS 62 BAR DIA. LA (4) #6 VERT. BARS #3 TIES AT 12" 0.C. (8) #8 VERT. BARS #3 TIES AT 12" 0.C. PROVIDE (2) #5 X 4' -0" LG. RE- ENTRANT TOP AND BOT. AT EACH CORNER. SPACE AT 3" 0.0. PROVIDE HALF THE AMOUNT OF BARS INTERRUPTED BY SLAB OPENING ON EACH SIDE OF OPENING. SPACE BARS AT 3" 0.0. PROVIDE (2) #5 X 4' -0" LG. RE- ENTRANT TOP AND BOT. AT EACH CORNER. SPACE AT 3" O.C. PROVIDE HALF THE AMOUNT OF BARS INTERRUPTED BY SLAB OPENING ON EACH SIDE OF OPENING. SPACE BARS AT 3" 0.0. HEDULE �\ ADDT'L #4 HAIR EACH WAY AT CENTER OF BEA 2" CLR. CONCRETE BEAM SEE PLAN & SC STANDARD ACI HOOK CONCRETE BEAM SEE PLAN & SCHEDULE CONC.COLUMN SEE PLAN DOWELS M COLUMN REINF. PR 48 BAR D SPLICE • • w w TYPICAL INTERIOR CONCRETE COLUMN NOTE: H.C. PLANKS NOT SHOWN FOR CLARITY CONC.COLUMN SEE PLAN STANDARD ACI HOOK STANDARD ACI 90° HOOK CONC.COLUMN SEE PLAN & SCHEDULE 2" CLR. PIN M ATCH ERT. OVIDE IA. LAP 4 T /MAT SEE PLAN MAT, SEE PLAN ADDT'L #4 HAIRPIN EACH WAY AT CENTER OF BEAM CONC.COLUMN SEE PLAN & SCHEDULE DOWELS MATCH COLUMN VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE T /MAT SEE PLAN MAT, SEE PLAN TYPICAL EXTERIOR CONCRETE COLUMN NOTE: H.C. PLANKS NOT SHOWN FOR CLARITY HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2589 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engin Architects Surveyors Landscape Arch Planners Environmental Scientists Construction Management Design/ Build (C.O.A. No. 3215) (Lic. No. AA2600926) (LB. No. 7143) (Lic. No. LC0000298) 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK - GENERAL NOTES Sheet No. s-3 CONFORMED DOCUMENTS PRESTRESSED CONCRETE PILE SCHEDULE PILE NO. SIZE UNFACTORED AXIAL LOAD (K) UNFACTORED LATERAL LOAD (K) PILE TIP ELEV. (FT.) 104' -0" ESTIMATED PILE LENGTH (FT.) P -1 14" SQ. 9.8 4.0 —26 +5 31 P -2 14" SQ. 9.8 90' -0" (9 EQUAL PILES AT 10' -0 ") 15 P -3 14" SQ. 9.8 4.0 —2 4' -0" 7 DOCK AT STRUCTURE INTAKE EL . = T I I 1 1 I I I T 1 1 1 I I I I I 1 1 I I I I I T/ DO CH EL. 2 _ 0 L NHWL II LJ I__I I_ _I - � — L–_ _ EL = - 10.0' LJ JLJ LJ LJ PILE TIP PRESSTRESSED SEE PLAN $ CONCRETE PILE & SCHEDULE EL. = - 260' LJ LJ PRESSTRESSED CONCRETE SEE PLAN & SCHEDULE LJ PILE LJ LJ LJ PILE TIP $ PRESTRESSED CONCRETE PILE SCHEDULE PILE NO. SIZE UNFACTORED AXIAL LOAD (K) UNFACTORED LATERAL LOAD (K) PILE TIP ELEV. (FT.) APPROXIMATE PILE CUT OF ELEV. (FT.) ESTIMATED PILE LENGTH (FT.) P -1 14" SQ. 9.8 4.0 —26 +5 31 P -2 14" SQ. 9.8 4.0 —10 +5 15 P -3 14" SQ. 9.8 4.0 —2 +5 7 BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING CB -1 8 X 16 (2) #5 (2) #5 — #3 AT 6" O.C. 24" (6) #6 (6) #6 (2) #6 #3 AT 12" 0.C. CONCRETE PILE CAP SCHEDULE PILE CAP WIDTH DEPTH TOP REINF. BOTT. REINF. INT. REINF. STIRRUPS PC -1 30" 24" (4) #6 (4) #6 (2) #6 #3 AT 12" O.C. PC -2 48" 24" (6) #6 (6) #6 (2) #6 #3 AT 12" 0.C. c0 EL. = —2.0' PILE TIP L T 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUCTURAL CONCRETE TOPPING (TYP.) W/ 6X6 W1.4 X W1.4 WWF T L r L T LJ 1 LJ 1 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUCTURAL CONCRETE TOPPING (TYP.) W/ 6X6 W1.4 X W1.4 WWF P 1 r � LJ r� 1 1 I 1 I r SCALE: 3/16" = 1' -0" SCALE: 3/16" = 1' -0" 90' -0" (9 EQUAL SPACES AT 10' -0 ") INTAKE STRUCTURE DOCK FRAMING PLAN 104' -0" P -1 P -1 14'-0" INTAKE STRUCTURE DOCK - PILE PROFILE 16 77' 8 O -8 -16 -24 -32 1. DATA LISTED ON PILE SCHEDULE IS PER GEOTECHNICAL REPORT BY NODARSE & ASSOCIATES, INC. VERIFY ELEVATIONS PRIOR TO FABRICATION & CONSTRUCTION. NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. DOCK FRAMING PLAN NOTES: 1.) SEE PLAN FOR TOP OF MAT ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF MAT ELEVATIONS PRIOR TO FABRICATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) P —# DENOTES PRESTRESSED CONCRETE PILE, SEE SCHEDULE THIS SHEET. 9.) PC —# DENOTES CONCRETE PILE CAP, SEE SCHEDULE THIS SHEET. 10.) ALL HOLLOW CORE PLANKS SHALL BE 6" THICK (E'c = 5000 P51). 11.) TOPPING SHALL BE 2" MIN. NORMAL WEIGHT CONCRETE (F'c = 4000 PSI) W/ 6x6 — W1.4 X W1.4 W.W.F. 12.) SUPERIMPOSED LOADING: DEAD = 10 PSF (IN ADDITION TO CONCRETE TOPPING) LIVE = 100 PSF 13.) CB —# DENOTES CONCRETE BEAM, SEE SCHEDULE THIS SHEET. HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date 05127111 Revision ADDENDUM By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Lk. No. _492600 926) Surveyors (LB. No. 7143) Landscape Arch. (Lic No. LC0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 INTAKE STRUCTURE DOCK STRUCTURAL PLAN Sheet No. CONFORMED DOCUMENTS V-3" 5-6" 1' -3" / 6" HOLLOW CORE PLANKS W/ 2" MIN. CONC. TOPPING, SEE PLAN , ,- x x x x x x x x np I I CCM 1p 111 x x x x 11111 (V U ` PTT r - IT S , p - - 1 DRILL 1/4" DIAMETER HOLE IN— EACH CORE OF EACH PLANK 1' -0" FROM FACE OF PILE 2 CAP (TYP) FOR DRAINAGE. CLR. VERIFY WITH PLANK SUPPLIER. C OF PILE SEE PLAN 1 CONCRETE PILE CAP SEE PLAN & SCHEDULE SECTION 3/4" = 1' -0" C OF PILE 2" CLR. ALUMINUM GUARDRAIL POST AND BASE PLATE @ 5' -0" 0.C. MAX SEE C -10. 1/4" NEOPRENE PAD BETWEEN BASE PLATE AND CONCRETE CONCRETE EDGE 7 ALUMINUM GUARDRAIL, SEE SHEET C -10. 6" # 4X 8 » B » AT 4' -0" 0.C. (1) #4 CONT. 6" #4 X - 124" AT 4' -0" 0.C. (4) #4 X 26" LONG DOWELS DRILL & EPDXY 6" INTO PILE (EACH PILE) PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE 6" #4 X — I 24" AT 4' -0" 0. 3" MIN. BRG. CLR. (4)44 X 26" LONG DOWELS — DRILL & EPDXY 6" INTO PILE (EACH PILE) • SECTION 3/4" = 1' -0" • • C OF PILE & PILE CAP —L- 2" CLR. 3" MIN. BRG. (1) #4 CONT. 6" #4 X - 124" AT 4' -0" 0.C. CONCRETE PILE CAP SEE PLAN & SCHEDULE � (4) STAINLESS STEEL 3/8 "0 X 3 -1/2" EMBED HILT! HAS RODS IN HILT! HY150 EPDXY (TYP.) ALUMINUM GUARDRAIL POST SEE SHEET C -10 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUC. TOPPING, SEE PLAN PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. Nn. 7143) Landscape Arch. (Li, No. LC0000293) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS Sheet No. s-5 CONFORMED DOCUMENTS FIN. GRADE EL. = 14.00 0 2' -0' VERIFY W/ CIVIL \ FIN. GRADE EL. = 10.00 VERIFY W/ CIVIL 2' -0" 24" THICK CONCRETE MAT W / #7 AT 12" 0.C. E.W. TOP & BOTTOM EL. = 5.00 T.O. MAT 30'— 60'— 5'— a 0 CC -1 CC -1 CC -1 CC— FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL 8" THICK CONCRETE RET. WALL W / #5 VERT. AT 10" 0.C. AND #4 HORIZ. AT 12" 0.C. T /WALL ELEV. = 14.00' FIN. GRADE EL. = 14.00 0 VERIFY W/ CIVIL 30'— k EL. = 5.00 0.0. MAT 24" THICK CONCRETE MAT W / #7 AT 12" 0.C. E.W. TOP & BOTTOM FIN. GRADE EL. = 10.00 0 VERIFY W/ CIVIL r ( 1-2'-0" J �2— 0" FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL FIN. GRADE EL. = 10.00 VERIFY W/ CIVIL 0 Ground Storage Tank - Foundation Plan SCALE: 1/8" = 1' -0" SLAB ON GRADE BY OTHERS SLAB ON GRADE BY OTHERS 0 0 ELECTRICAL /CHEMICAL BUILDING BY OTHERS 0 NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. FOUNDATION NOTES: 1.) SEE PLAN FOR TOP OF MAT ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF MAT ELEVATIONS PRIOR TO FABRIATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) C —# DENOTES REINF. CONCRETE COLUMN. SEE DETAILS ON SHT. S -3. 9.) MB -1 DENOTES 5' -0" WIDE MAT BEAM W/(10) #7 TOP & BOTTOM. HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. Nn. 7143) Landscape Arch. (Li, No. LC0000293) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK - FOUNDATION PLAN Sheet No. s-6 CONFORMED DOCUMENTS BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING CB -2 SEE DETAIL (6) #8 (6) #8 (2) #5 #4 © 4" O.C. = 14.00 0 3 ii) SLOPES DOWN DORE F DORE F I. TOPF FIN. GRADE EL. VERIFY W/ CIVI FIN. GRADE VERIFY W/ CIVI EL. 0 -0 FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL ( \ VERIFY W/ CIVIL Observation Deck - Framing Plan SCALE: 1/8 = 1' -0 z ELECTRICAL /CHEMICAL BUILDING BY OTHERS N • 20" 12" • �• • • N J • CB -2 (F'c = 5000 PSI) 4" TOP REINF. IN (2) LAYERS, SEE SCHED. ON THIS SHT. •-N.-- I—INTERMEDIATE REINF. DIVIDED EQUALLY EA. FACE, SEE SCHED. �k ON THIS SHT. BOTTOM REINF. IN (1) LAYER, SEE SCHED. ON THIS SHT. NOTES 1. TOP STEEL SHALL BE IN (2) LAYERS. 2. INTERMEDIATE REINFORCING SHALL BE DIVIDED EQUALLY EA. FACE. 3. F'c = 5000 PSI. 4. SEE DETAIL ON THIS SHT. NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. OBSERVAION DECK FRAMING NOTES: 1.) SEE PLAN FOR TOP OF DECK ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF DECK ELEVATIONS PRIOR TO FABRIATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, SLAB OPENING DETAILS, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) CB —# DENOTES REINF. CONCRETE BEAM. SEE SCHEDULE ON THIS SHT. OBSERVATION DECK HOLLOW CORE PLANK NOTES: 1.) ALL HOLLOW CORE PLANKS SHALL BE 10" THICK (F'c = 5000 P51). 2.) TOPPING SHALL BE 2" MIN. NORMAL WEIGHT CONCRETE (F'c = 4000 PSI) W/ 6x6 — W1.4 X W1.4 W.W.F. 3.) SUPERIMPOSED LOADING: DEAD = 10 PSF (IN ADDITION TO CONCRETE TOPPING) LIVE = 100 PSF HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. A, 7143) Landscape Arch. (Li, No. LC00(10298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 OBSERVATION DECK — FRAMING PLAN Sheet No. s-7 CONFORMED DOCUMENTS k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6" 2 4, @ 4' -0" O.C. IN GROUTED KEYWAY OR CORES FIN. GRADE VERIFY W /CIVIL \/ WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) FIN. GRADE VARIES VERIFY W /CIVIL /\// / j \/ SECTION 3/4" = 1' -0" 2" CLR. TYP. STANDARD ACI HOOK (TYP.) ALUMINUM GUARDRAIL, SEE SHEET 0 -10. 3" MIN. BEARING 2" CLR. TYP. SECTION 3/4" = 1' -0" CONC. TOPPING, SEE PLAN NOTES #6 VERT. AT 10" O.C. EACH FACE #5 HORIZ. AT 8" O.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED EQUAL (TYP.) • SEE PLAN CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. HOLLOW —CORE PLANK SEE PLAN FIN. GRADE SEE PLAN VERIFY W /CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL 4 T/ DECK SEE PLAN #4 x 6" 2 @ 4' -0" O.C. IN GROUTED KEYWAY OR CORES CONCRETE RETAINING WALL SEE PLAN FOR STEM THICKNESS AND REINFORCEMENT #5 AT 24" O.C. TRANSV. TOP (3) #5 CONT. BOTTOM k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6"1„„ @ 4' -0" 0.C. FREE DRAINING GRANULAR BACKFILL WRAPPED W/ FILTRATION GEOTEXTILE PER GEOTECHNICAL REPORT'S RECOMMENDATIONS WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) • SECTION 3/4" = 1' -0" 1" LAP -2" CLR. TYP #4 x 8 "6 8" @ 4' -0" O.C. CONC_ TOPPING, SEE PLAN NOTES HOLLOW —CORE PLANK SEE PLAN #6 VERT. AT 10" O.C. EACH FACE #5 HORIZ. AT 8" O.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED EQUAL (TYP.) • CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. T/ DECK SEE PLAN k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6" 4, @ 4' -0" 0.C. =1 FIN. GRADE VARIES \, \/ / / / VERIFY W /CIVIL • o / o / / /ICS C • •\o / C moo o �Q i IK CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED ' EQUAL (TYP.) ti � I � N U FREE DRAINING GRANULAR BACKFILL WRAPPED W/ FILTRATION GEOTEXTILE PER GEOTECHNICAL REPORT'S RECOMMENDATIONS WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) SEE PLAN 2" CLR. TYP. #4 x 8"8" @ 4' -0" O.C. CONC_ TOPPING, SEE PLAN NOTES 1 1 T/ DECK SEE PLAN SECTION 3/4" = 1' -0" 1" LAP 2" CLR. TYP. HOLLOW —CORE PLANK SEE PLAN #6 VERT. AT 10" 0.C. EACH FACE #5 HORIZ. AT 8" 0.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) /// //i U CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. CONC. BEAM, SEE PLAN & SCHEDULE CONC. TOPPING, SEE PLAN NOTES HOLLOW —CORE PLANK SEE PLAN HWL I I I I I I I I - - -L - SECTION 3/4" = 1 -0" HOLLOW —CORE PLANK SEE PLAN CONT. L 4x4x1 /4 W/ 5/8"o X 5" H.S. @ 4' -0" 0.C. HWL EA. SIDE OF BEAM 5/8 "x5" LONG H.S. @ 4' -0" O.C. IN GROUTED KEYWAY FIELD WELD. EA. SIDE OF BEAM CONC. TOPPING, SEE PLAN NOTES T/ DECK SEE PLAN CONC. COLUMN BEYOND HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION 2509 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (t. B. No. 7143) Landscape Arch. (Lic No. LC0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK/ OBSERVATION DECK - STRUCTURAL SECTIONS Sheet No. S-8 CONFORMED DOCUMENTS ABBREVIATIONS GENERAL NOTES mU ❑U ZCn < (nX0 �p ma Q HcuC7ZZZU) H U� a ❑U)�U) J W 2HU m�S<U22? <U < < Q Q Q « « « « « Q Q Q Q< Q m m m m m m m O V U U U U U U U U U U O O O O D U U U U U U U ❑❑❑❑❑❑❑❑❑❑❑ 0 W W W W W W W W W W W W W W W W W W W W W LL �I �I W I AMBER, AMPERE, ALARM ALTERNATING CURRENT AIR CIRCUIT CURRENT AIR COOLED CONDENSING UNIT AMPERE FRAME ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT AMPS INTERRUPTING CAPACITY ALUMINUM AUGMENTATION FACILITY CONTROL PANEL ANNUNCIATOR AMERICAN NATIONAL STANDARDS INSTITUTE ALARM RELAY AMERICAN STANDARDS ASSOCIATION AMMETER SWITCH AMPERE TRIP AUTOMATIC TRANSFER SWITCH AUXILIARY AMERICAN WIRE GAGE BLUE BARE COPPER OR BATTERY CHARGER BASIC IMPULSE LEVEL BREAKER BUILDING BRAKE BEARING TEMPERATURE CLOSE, COUNTER, CONTACTOR OR CONDUIT DEGREES CENTIGRADE CABINET CAPACITOR CIRCUIT BREAKER CIRCUIT BREAKER AUXILIARY CONTACT (OPEN WHEN BREAKER IS OPEN AND CLOSED WHEN BREAKER IS CLOSED C CIRCUIT BREAKER AUXILIARY CONTACT (CLOSED WHEN BREAKER IS OPEN AND OPEN WHEN BREAKER IS CLOSED OR TRIPPED) CERTIFIED BALLAST MANUFACTURERS CELL INTERLOCK CIRCUIT CHLORINE CEILING CONCRETE CONDUCTOR CONNECTION CABLE OPERATED SWITCH CONTROL PANEL CONTROL POWER TRANSFORMER CURRENT OR CONTROL RELAY CONTROL STATION CYCLE TIMER OR CURRENT TRANSFORMER CYCLE TIMER CLUTCH CYCLE TIMER MOTOR COPPER COLD WATER PIPE DIRECT CURRENT DIAMETER DOOR INTERLOCK DAMPER MOTOR OR DEMAND METER DOWN DRAW OUT DOUBLE POLE DOUBLE THROW DOUBLE POLE SINGLE THROW DIFFERENTIAL PRESSURE REGULATOR DIFFERENTIAL PRESSURE SWITCH DISCONNECT SWITCH DISCHARGE VALVE LIMIT SWITCH EMPTY CONDUIT EXHAUST FAN EX ELECTRICAL ELEVATION EMERGENCY LOCKOUT RELAY EMERGENCY ELECTRICAL MANHOLE ELECTRICAL METALLIC TUBING ENCLOSURE ELECTRICALLY OPERATED EXPLOSION PROOF ELECTRODE RELAY END SWITCH ENERGY SAVING BALLAST ELAPSED TIME METER ELECTRIC UNIT HEATER ELECTRIC VALVE ACTUATOR ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING FORWARD DEGREES FAHRENHEIT FIRE ALARM ANNUNCIATION PANEL FIRE ALARM CONTROL PANEL FLOW INDICATING TRANSMITTER FULL LOAD AMPERES FACTORY MANUAL FLOW SWITCH FEET O O a A2g,4).0 < cn _ �<a cn U w � <Q = � U U UU�a �a z 0 a 2 cn U v)2 U J C <m ❑WL�ZIL US ,< c t ,N Ow WZ2 » > < < wUUU❑aa'_Jacncn> < H UIiSJ(n mUJ . _=Z�� , U)H > 0 0 C 7 C 7 0 0 0 >>> Y Y J J J J J J J J 2 2 2 2 2 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 Z Z Z Z Z Z Z Z Z 0000000 000 GALVANIZED GENERATOR BREAKER GROUND DETECTOR GENERATOR GROUND FAULT INTERRUPTER GROUND GROUND FAULT RELAY HIGH OR HUMIDISTAT HOT CIRCUIT HANDHOLE HIGH MOTOR TEMPERATURE HAND - OFF -AUTO HAND - OFF - REMOTE HORSE POWER HIGH PRESSURE SODIUM HOUR HIGH WATER CUTOFF HERTZ (CYCLE) INPUT /OUTPUT INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS ILLUMINATING ENGINEERING SOCIETY INSTRUMENTATION ISOLATION JUNCTION BOX KEY INTERLOCK KILOVOLT KILOVOLT AMPERE KILOVAR KILOWATT KILOWATT HOUR LOW, LEVEL LIGHTNING ARRESTED LIGHTING CONTRACTOR LOCAL - OFF - REMOTE LIMIT OR LEVEL SWITCH LIGHT LIGHTING LOW WATER CUTOFF MAGNETIC MOTOR STARTER MILLIAMPERE MAXIMUM MAIN FILTER CONTROL PANEL MOTOR CONTROL CENTER THOUSAND CIRCULAR MIL MOTOR CIRCUIT PROTECTOR MOISTURE DETECTOR MAGNETIC FLOW METER MANUFACTURER MANHOLE, MOUNTING HEIGHT OR METAL HALIDE MINIMUM MAIN LUGS ONLY MOTOR OPERATED VALVE MOTOR PROTECTION RELAY MANUAL MOTOR STARTER MOTOR SPACE HEATER MOUNTED MANUAL TRANSFER SWITCH MILLIVOLT OR MERCURY VAPOR MEGA VOLT AMPERE NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CONTRACTORS NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS NON -FUSED NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NORMALLY OPEN, NUMBER NOT TO SCALE OPEN ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OVERHEAD OVERLOAD OVERLOADS OCCUPATIONAL SAFETY AND HEALTH ACT POLE PUSH BUTTON OR PULL BOX PHOTO CONTROL PROGRAMMABLE LOGIC CONTROLLER POWER FACTOR PHASE, CHEMICAL TERM PANEL PAIR PVC COATED RIGID GALVANIZED STEEL PRIMARY PROXIMITY SWITCH PRESSURE SWITCH POTENTIAL TRANSFORMER, PROGRAM POLYVINYL CHLORIDE POWER 0 N -< XXX �� « « « «« 00000 �� - --1 cncncncncncncncncncncncnc)O) �� U cn �� (ncncn��r,�DD �GOG)r �,1vEi 00ooD ��<c -1cnmmuz=mC) H11§10 �nm �r C) 53;, cn C)S CO cncnCn -D �[) A m S < 4, RED, RAISE, RELAY OR REVERSE RECEPTACLE RESISTOR RIGID GALVANIZED STEEL ROOT - MEAN - SQUARE RAPID START REPEATING TIMER RESISTANCE TYPE TEMP DETECTOR REMOTE TERMINAL UNIT SCHEDULE SECONDARY SPACE HEATER OR SHIELD SOLID NEUTRAL SINGLE POLE SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROW SELECTOR SWITCH OR STAINLESS STEEL STATION TIE BREAKER SUPERVISORY CONTROL SOLENOID VALVE SWITCH SWITCHBOARD SWITCHGEAR THERMOSTAT, TIMER, OR TOTALIZER TACHOMETER TERMINAL BLOCK TIMER CLUTCH OR TIME CLOCK TIME DELAY RELAY TELEPHONE TEMPERATURE TIMER MOTOR TORQUE TELEPHONE TERMINAL BOX OR BOARD TELEPHONE TERMINAL CABINET TYPICAL UNDERWRITERS LABORATORIES UNDERGROUND UNLESS OTHERWISE NOTED UNDER VOLTAGE UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VARMETER VARIABLE FREQUENCY DRIVE VALVE LIMIT SWITCH VOLTMETER VALVE POSITION INDICATOR VOLTMETER SWITCH VARIABLE SPEED CONTROLLER VARIABLE SPEED DRIVE WHITE, WATTS OR WIRE WATTHOUR METER WATT METER WEATHER PROOF WATER TIGHT AUXILIARY RELAY TRANSFORMER TRANSFORMER YELLOW POSITION SWITCH PHASE 1. ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.0 AND LOCAL CODES. 2. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE MECHANICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL DWGS AND APPROVED SHOP DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT. 3. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL BOXES, PANELBOARDS, CONDUITS, CONTROL PANELS ETC, AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. 4. EXPOSED FLEXIBLE CONDUITS SHALL NOT EXCEED 30 INCHES IN LENGTH FOR SIZES 2 INCHES AND LARGER, MAXIMUM OF 18 INCHES FOR SIZES 1 -1/2 INCHES AND SMALLER 5. CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED BY THE NEC AND /OR TO MAKE A WORKABLE INSTALLATION. 6. CONDUIT ENTRY INTO ELECTRICAL EQUIPMENT SHALL BE DIRECTLY BELOW OR ABOVE AND BE LOCATED EQUALLY SPACED FROM EQUIPMENT CENTERLINE No. Date Revision By y No. Date Revision By y Designed by: g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Q Engineers (c.o.A. No. 32 /5) Architects Ltc. vo._ag26uu�2c, Surveyors La No. ��4s) Landscape Arch. (L.c., LC0 000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1217 East Robinson 1Zhi sneer Orlando, Fl. 32801 Phone, 407.425.0452 F ax. 407.648.1036 ABBREVIATIONS eet No. E-1 A © Drawn by: DJK Job No. W04141 A A Checked by: WCH File: SitePlan.dwg WILLIAM C. GOUCHER, P.E. REG - #20700 © p Approved by: WCH © 2009 A A Scale: 1" = 10' CONFORMED DOCUMENTS viations.dwg Jun 23, 2011 .W04141 \DWG \Lake Jesup Plans\ Lake Jesup Conformed \Electrical Conformed Drawings\E-1 ELEMENTARY SYMBOLS ELEMENTARY SYMBOLS (CON'T) SWITCH SYMBOLS SERVICE AND DISTRIBUTION LIGHTING OUTLETS WIRE INTERSECTION POINT ® EXTERNAL CONNECTION POINT NORMALLY OPEN CONTACT H H NORMALLY CLOSED CONTACT 0 STARTER, CONTACTOR OR RELAY COIL NORMALLY OPEN PUSH BUTTON ® ® . I . NORMALLY CLOSED PUSH BUTTON MAINTAINED PUSH BUTTON rU • MOMENTARY MUSHROOM HEAD -N- NORMALLY CLOSED GEARED LIMIT SWITCH i H NORMALLY OPEN GEARED LIMIT SWITCH )2 INDICATING LIGHT 11 11 FUSE POTENTIOMETER H CAPACITOR DIODE H RES1— RESISTOR CONTROL POWER TRANSFORMER ® SWITCH MS —N-1,— MANUAL STARTER O ELECTRODE ® FLOAT SWITCH (CLOSING ON RISING LEVEL) FLOAT SWITCH 11)-7 CIRCUIT (OPENING ON RISING LEVEL) ® PRESSURE SWITCH p (CLOSING ON RISING PRESSURE) �—�'� PRESSURE SWITCH P (OPENING ON RISING PRESSURE) < VACUUM SWITCH V (CLOSING ON INCREASING VACUUM) VACUUM SWITCH (OPENING ON INCREASING VACUUM) ® TEMPERATURE SWITCH (CLOSING ON RISING TEMPERATURE) T TEMPERATURE SWITCH (OPENING ON RISING TEMPERATURE) ' FLOW ACTUATED SWITCH (CLOSING ON INCREASE IN FLOW) FLOW A CTUATED SWITCH (OPEN ON I NCREASE IN FLOW) • ON TIME DELAY SWITCH ... z.... (NORMALLY OPEN WITH TIME DELAY CLOSING AFTER COIL IS ENERGIZED) ® OFF TIME DELAY SWITCH (NORMALLY OPEN WITH TIME DELAY OPENING AFTER COIL IS DE- ENERGIZED) 7 ON (NORMAL TIME DELAY SWITCH CLOSED WITH TIME DELAY OPENING AFTER COIL IS ENERGIZED) OFF TIME DELAY SWITCH I T T (NORMALLY CLOSED WITH TIME DELAY CLOSING AFTER COIL IS DE- ENERGIZED) • TORQUE SWITCH (NORMALLY OPEN) TORQUE SWITCH (NORMALLY CLOSED) • LIMIT SWITCH (NORMALLY OPEN) LIMIT SWITCH ''''' (NORMALLY OPEN, HELD CLOSED) *CT. (NORMALLY CLOSED) LIMIT SWITCH sp.!): LIMIT SWITCH (NORMALLY CLOSED, HELD OPEN) • DIFFERENTIAL PRESSURE SWITCH (NORMALLY OPEN, CLOSING ON INCREASING DIFF.) 4 DIFFERENTIAL PRESSURE SWITCH (NORMALLY CLOSED, OPENING ON INCREASING DIFF.) S SINGLE POLE SWITCH S2 DOUBLE POLE SWITCH S3 THREE -WAY SWITCH S4 FOUR -WAY SWITCH SWp WEATHERPROOF SWITCH Sp SWITCH WITH PILOT LAMP SK KEY OPERATED SWITCH SH HAZARDOUS AREA SWITCH D DIMMER SWITCH SL SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM SLM MASTER SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM -e S SWITCH AND SINGLE RECEPTACLE .8 SWITCH AND DOUBLE RECEPTACLE SD DOOR SWITCH ST TIME SWITCH SCB CIRCUIT BREAKER SWITCH SMC MOMENTARY CONTACT SWITCH OR PUSHBUTTON FOR OTHER THAN SIGNALING SYSTEM El START /STOP SWITCH n❑ SPEED CONTROL LOCAL CONTROL SWITCH MAGNETIC MOTOR STARTER OR CONTACTOR 00 SIZE AS NOTED MOTOR CONNECTION, AS NOTED /� 5 MOTOR CONNECTION, FUTURE OR `-- EXISTING AS NOTED ❑j DISCONNECT SWITCH, SIZE AS NOTED al COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED CEILING WALL 0 1 1 SURFACE OR PENDANT MOUNTED FIXTURE ®1 �1 RECESSED FIXTURE SURFACE OR PENDANT MOUNTED 1 1 FLUORESCENT FIXTURE 1 r RECESSED FLUORESCENT FIXTURE I R I 1 TANDEM FLUORESCENT FIXTURE 1 10 RECESSED TANDEM FLUORESCENT O I I FIXTURE 1 BARE LAMP FLUORESCENT STRIP BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, FLUSH MOUNTED 1 WITH GUARD - FLUORESCENT TROFFER I--0 SURFACE OR PENDANT MOUNTED EXIT LIGHT °R �R RECESSED EXIT LIGHT © I--© BLANKED OUTLET JO HO JUNCTION BOX o- 1 °-• 1 o-40 1 POLE MOUNTED FIXTURE ® EMERGENCY LIGHT FIXTURE NOTE 1: LETTER SUBSCRIPT INDICATES FIXTURE TYPE AS DESCRIBED IN THE LIGHTING FIXTURE SCHEDULE. BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED I SIZE AS NOTED ^ SYSTEMS CABINET FIRE ALARM SYSTEM �--�F PULL STATION H❑F / HORN /LIGHT COMBINATION 1 SMOKE DETECTOR m D DUCT SMOKE DETECTOR ® TELEPHONE TERMINAL BOARD LIGHTNING PROTECTION SYSTEM AIR TERMINAL WITH CAST ADHESIVE 0 BASE MOUNT SINGLE LINE POWER DIAGRAM SYMBOLS BONDING PLATE °H TEE SPLICE .— CONDUCTOR TURNED DOWN G ROOFTOP MAIN CONDUCTOR PLAN SYMBOLS 1 1S 2S ? I 1 R S U /�� A 5 `-' 5 n T � V A V 1 L �1 i T _ I I -3F MCP C CURRENT , CIRCUIT BREAKER i l� COMBINATION MOTOR STARTER WITH MOTOR PROTECTOR. FULL VOLTAGE, NON - REVERSING, SINGLE SPEED 1 R REDUCE VOLTAGE NON - REVERSING A EDUCE OLTAG N (CLOSED TRANSITION), SINGLE SPEED OR SOLID STATE SOFT START 77 FULL VOLTAGE REVERSING SINGLE SPEED 1) FULL VOLTAGE, TWO SPEED F TWO WINDING THERMAL OVERLOADS J AC MOTOR, NUMBER INDICATES HORSEPOWER DC MOTOR, NUMBER INDICATES HORSEPOWER O GENERATOR, SIZE AS NOTED LOW VOLTAGE CIRCUIT BREAKER DRAW -OUT TYPE MEDIUM VOLTAGE CIRCUIT BREAKER DRAW -OUT TYPE LIGHTNING ARRESTOR SURGE SUPPRESSOR SURGE CAPACITOR I I FUSE POTENTIAL RMER, QUANTITY AS NOTED MOTOR CIRCUIT PROTECTOR 7 NO. INDICATES FRAME SIZE TRANSFORMER, QUANTITY AS NOTED ® KEY INTERLOCK POWER PANEL 1 LIGHTING PANEL TT TEMPERATURE TRANSMITTER PT PRESSURE TRANSMITTER ® FLOW INDICATING TRANSMITTER FE FLOW ELEMENT DENSITY INDICATING TRANSMITTER 4 LEVEL INDICATING TRANSMITTER LE LEVEL ELEMENT VM VOLT METER VS VOLT SWITCH AM AMPMETER AS AMP SWITCH MS MOTION SWITCH O FT FLOAT SWITCH FS FLOW SWITCH LS LIMIT SWITCH TS TORQUE SWITCH 0 PRESSURE SWITCH OT THERMOSTAT VS VIBRATION SWITCH 0 SOLENOID VALVE ZS ZERO SPEED SWITCH 0 TIMING RELAY ROOFTOP BONDING CONDUCTOR - -- G - -- MAIN CONDUCTOR CONCEALED BELOW ROOFTOP — — G— — BURIED COUNTERPOISE CONDUCTOR w AIR TERMINAL WITH CAST ADHESIVE BASE MOUNT FOR USE ON TOP OF r EXHAUST FAN HOUSING. RECEPTACLE OUTLET SYMBOLS -, SINGLE RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET -SPLIT WIRED 4D TRIPLEX RECEPTACLE OUTLET -SPLIT WIRED 1 SINGLE SPECIAL PURPOSE RECEPTACLE OUTLET _, (SEE NOTE 1) 1 DUPLEX RECEPTACLE SPECIAL PURPOSE OUTLET (SEE NOTE 1) 1 RANGE OUTLET (SEE NOTE 1) 1 SPECIAL PURPO CONNECTION OR PROVISION CONNECTION (S NOTE 1) 4 1 ASSEMBLY (SEE NOTE 1) 1 CLOCK HANGER RECEPTACLE � (SEE NOTE 1) 1 FAN SEE HANGNOTE E1 R RECEPTACLE ( e FLOOR SINGLE RECEPTACLE OUTLET FL OOR DUPLEX RECEPTACLE ® 1 FLOOR SPECIAL PURPOSE OUTLET (SEE NOTE 1) NOTE 1: NUMERICAL SUBSCRIPT INDICATES THE SHEET NOTE WHERE THE TYPE OF RECEPTACLE AND USAGE IS NOTED. RACEWAY SYSTEM 0 JUNCTION BOX HOME RUN TO PANELBOARD. NO. OF ARROWS INDICATE NO. OF CIRCUITS, HASH MARKS INDICATE NO. OF #12 AWG. CONDUCTORS. NO HASH MARKS INDICATE 2 #12 CONDUCTORS. CONDUIT CONCEALED IN WALL OR ABOVE CEILING CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR TO STRUCTURE OR WALL PB Li _. _ - JACK AND BORE UNDER PB EXISTING PAVEMENT COMMUNICATIONS OS INTERIOR CEILING SPEAKER El< EXTERIOR HORN SPEAKER I I WALL MOUNTED SPEAKER WP EXTERIOR HANDSET 111 DESKTOP HANDSET N FLOOR TELEPHONE OUTLET - PUBLIC I� FLOOR TELEPHONE OUTLET - PRIVATE • FLUSH OUTLET BOX AND COVER PLATE 0 FLUSH FLOOR MOUNTED OUTLET BOX AND COVER PLATE No. Date Revision By y No. Date Revision By y Designed by: g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Q Engineers (c.o.A. �-". 32/5) Architects Lu.N 6U 7143) surveyors (L B. �o. ��43) Landscape Arch. (cic. v o. rc0000zss) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson sneer Orlando, Fl 328 Phone: 407.425.0452 Fax. 407.648.1036 SYMBOLS Sheet No. E_2 A A Drawn by: DJK Job No. W04141 A A Checked by: WCH File: Site Plan.dwg WILLIAM C. GOUCHER, P.E. REG - #20700 A e Approved by: WCH © 2009 A A Scale: 1" = 10' 0 CONFORMED DOCUMENTS BOLLARDS TYPE "D" 250W POLE MTD. SERVICE TRANSFORMER AS TREATMENT DIRECTED BY PROGRESS UNIT (E -6) ENERGY HIGH SERVICE PUMPING (E -7) (STORAGE TANK) /- 1- 2/C #16SH -3/4" INFLUENT FLOW TO AFCP '— METER L1 -24' -- \\ FT FE ELECTRICAL /CHEMICAL BUILDING (E -8,9) MB 131111- N -_ 0 20 GRAPHIC SCALE No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: October 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lk. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 SITE PLAN Sheet No. E CONFORMED DOCUMENTS PAD MTD TRANSFORMER 100A, 600V, RECPT FOR GENERATOR RUSSELL —STOLL JRS1044FR MANUAL TRANSFER SWITCH 100A, 3P, 600V, FUSED, OUTDOORS NEMA 4, 65kAIC RATED MIN. (MTS) RISER NOTES O ACTIVE FILTER AS DIRECTED BY MCC MANF. O CB AS DIRECTED BY VFD MFR O STATUS & ALARM TO LOCAL PLC O LINE REACTOR AS DIRECTED BY MCC MFR O MOTOR LONG LEAD FILTER AS DIRECTED BY MCC MFR O6 TVSS FURNISHED BY MCC MFR O FOR FUTURE PUMPS PROVIDE EMPTY RACEWAYS ONLY O CB SIZED BY MCC MANUFACTURER METERING PROVIDED BY MCC MANF. DISPLAY AMP, VOLTS, HZ AND HARMONICS. METER SHUNT TRIP (3) -4 "W/ 3- 400KCMIL, 44/0 EA. (1) -4" SPARE 3#2,1#6-2" 17) � W/ GFR WP / Do 120KA/ MODE 0 #4/0 TO GND BAR RWP PUMP #1 ' 7,, ffi I (3) -4" W /3- 400KCMIL, 44/0 EA. (1) -4" SPARE VFD VFD (156A) (156A) RWP PUMP #2 225A WP RWP PUMP #3 225A 1000A, 480V, 30, 3W, 65KAIC D ffi FUTURE VFD (156A) I L RWP PUMP #4 (FUTURE) 0 POWER RISER 225A RATED MCC -1 I D 40 INF. PUMP #1 WP r WP WP 40 40 INF. PUMP #2 INF. PUMP #3 ACKWASH MP STATI O N D 60A BOOSTER AIR COMPRESSOR PUMP STATION (5HP) N 1 MCC -1 FRONT VIEW (VARIES W/ MFR) L — J PNL L1 50A 30KVA, 480 - 120/208V, 30, 4W T1 # t 30 TVSS 10 KA /MODE No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: OCTOBER 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 POWER RISER Sheet No. E -4 CONFORMED DOCUMENTS RWP #1 INFLUENT PUMP #1 INFLUEN', PUMP #3 FCP1 AC IVE FILE ER FCP2 RWP #2 FUTURE FCP3 RWP #3 BOOSTER PS RWP #4 INFLUENT SIZE 3 AIR PUMP #2 SPARE COMP. MLO PANEL L1 SPACE PAD MTD TRANSFORMER 100A, 600V, RECPT FOR GENERATOR RUSSELL —STOLL JRS1044FR MANUAL TRANSFER SWITCH 100A, 3P, 600V, FUSED, OUTDOORS NEMA 4, 65kAIC RATED MIN. (MTS) RISER NOTES O ACTIVE FILTER AS DIRECTED BY MCC MANF. O CB AS DIRECTED BY VFD MFR O STATUS & ALARM TO LOCAL PLC O LINE REACTOR AS DIRECTED BY MCC MFR O MOTOR LONG LEAD FILTER AS DIRECTED BY MCC MFR O6 TVSS FURNISHED BY MCC MFR O FOR FUTURE PUMPS PROVIDE EMPTY RACEWAYS ONLY O CB SIZED BY MCC MANUFACTURER METERING PROVIDED BY MCC MANF. DISPLAY AMP, VOLTS, HZ AND HARMONICS. METER SHUNT TRIP (3) -4 "W/ 3- 400KCMIL, 44/0 EA. (1) -4" SPARE 3#2,1#6-2" 17) � W/ GFR WP / Do 120KA/ MODE 0 #4/0 TO GND BAR RWP PUMP #1 ' 7,, ffi I (3) -4" W /3- 400KCMIL, 44/0 EA. (1) -4" SPARE VFD VFD (156A) (156A) RWP PUMP #2 225A WP RWP PUMP #3 225A 1000A, 480V, 30, 3W, 65KAIC D ffi FUTURE VFD (156A) I L RWP PUMP #4 (FUTURE) 0 POWER RISER 225A RATED MCC -1 I D 40 INF. PUMP #1 WP r WP WP 40 40 INF. PUMP #2 INF. PUMP #3 ACKWASH MP STATI O N D 60A BOOSTER AIR COMPRESSOR PUMP STATION (5HP) N 1 MCC -1 FRONT VIEW (VARIES W/ MFR) L — J PNL L1 50A 30KVA, 480 - 120/208V, 30, 4W T1 # t 30 TVSS 10 KA /MODE No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: OCTOBER 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 POWER RISER Sheet No. E -4 CONFORMED DOCUMENTS o[A Engineers Architects Surveyors Planners Landscape Architects Environmental Scientists Construction Management Design / Build 1117 East Robinson Street, Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 (C.O.A. No. 3215) - (Lic. No. AA2600926) (L.B. No. 7743) - (Lic No. LC0000298) CITY OF WINTER SPRINGS LAKE JESUP RECLAIMED WATER AUGMENTATION FACILITY CITY OFFICIALS: MAYOR: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY MANAGER: PUBLIC WORKS / UTILITY DIRECTOR: PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 CHARLES LACEY JEAN HOVEY RICK BROWN GARY BONNER JOANNE KREBS CADE RESNICK KEVIN L. SMITH KIPTON LOCKCUFF, P.E. DRAINAGE ALLEN R C E . LANE, JR., P.E. G #60144 FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite Odando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 STRUCTURAL HAROLD G. HIGGENBOTHAM REG - #56467 EMI EB 6160 WILLARD C. HOANSHELT,P.E. REG - #42593 APRIL 2011 giggi EMEIZINEI VICINITY MAP SHEET INDEX C -1 C -2 C -3 C -4 C -5 C -6 C -7 C -8 C -9 C-10 C-11 C -12 C -13 C -14 C -15 S -1 S -2 S -3 S -4 S -5 S -6 S -7 S -8 E -1 E -2 E -3 E -4 E -5 E -6 E -7 E -8 E -9 E-10 V -1 V -2 COVER SHEET GENERAL NOTES SURVEY SITE PLAN DEMOLITION, GRADING AND DRAINAGE PLAN TREATMENT PLAN AND SECTION HIGH SERVICE PUMP STATION AND SECTIONS CROSS SECTIONS AND DETAIL CHEMICAL FEED SYSTEM DETAILS INTAKE STRUCTURE BACKWASH PUMP STATION OFF SITE PIPING PLAN STORAGE TANK ELEVATIONS STANDARD DETAILS STANDARD DETAILS ELECTRICAL /CHEMICAL BUILDING FLOOR PLAN, ELEVATIONS AND DOOR SCHEDULE ELECTRICAL /CHEMICAL BUILDING SECTION AND DETAILS GROUND STORAGE TANK GENERAL NOTES INTAKE STRUCTURE DOCK STRUCTURAL PLAN INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS GROUND STORAGE TANK FOUNDATION PLAN OBSERVATION DECK FRAMING PLAN GROUND STORAGE TANK/ OBSERVATION DECK STRUCTURAL SECTIONS ABBREVIATIONS SYMBOLS SITE PLAN POWER RISER SCHEDULES TREATMENT PLAN HIGH SERVICE PUMP STATION ELECTRICAL /CONTROL BUILDING LIGHTING PLAN ELECTRICAL /CONTROL BUILDING POWER PLAN DETAILS ELECTRICAL /CONTROL BUILDING VENTILATION PLAN ELECTRICAL /CONTROL BUILDING DETAILS Sheet No. c CONFORMED DOCUMENTS SITE PREPARATION 1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT -OF -WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT -OF -WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD. THE CONTRACTOR SHALL MARK ALL TREES THAT ARE TO BE REMOVED PRIOR TO CONSTRUCTION. HE IS TO VERIFY WITH OWNER AND ENGINEER, ANY TREES THAT ARE TO BE REMOVED PRIOR TO REMOVAL. 5. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES THAT ARE TO REMAIN. 6. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING FOR SITE CONSTRUCTION. LIMITS OF CLEARING ARE INDICATED BE LOCATION OF SILT FENCE OR OTHER NOTES ON PLANS. 7. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFF SITE DISPOSAL AREAS. EXCAVATION AND FILL 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60- 553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. FILL MATERIAL SHALL BE PLACED IN 6" LAYERS AND THOROUGHLY COMPACTED. 3. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE WORK AREA, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENT, SLOPES OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 4. FILL MATERIALS SHALL NOT CONTAIN ANY MUCK. STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. FILL SHALL BE CLEAN, NON - ORGANIC, GRANULAR MATERIAL WITH NOT MORE THAN 10% PASSING THE NO. 200 SIEVE. 5. FILL AREAS ARE TO BE COMPACTED AS SHOWN IN THE PROJECT SPECIFICATIONS. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. 6. ALL MATERIALS EXCAVATED SHALL BE UTILIZED TO BRING THE SITE TO FINAL GRADES. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS. DEWATERING 1. IN THE EVENT THAT GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE SJRWMD. THE ENGINEER AND /OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED. 2. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. WATER DISCHARGED FROM THE SITE SHALL BE CLEAN WITH NO SILTS OR OTHER SOLIDS. THE CITY HAS THE RIGHT TO VISUALLY INSPECT THE DISCHARGED WATER FROM THE SITE TO VERIFY THAT THE WATER APPEARS CLEAN AND IS NOT IMPACTING THE DOWNSTREAM PORTION OF THE STORMWATER SYSTEM. THE CONTRACTOR IS TO ABIDE BY THE REQUIREMENTS OF THE CITY, FDEP AND WATER MANAGEMENT DISTRICT PERMIT REQUIREMENTS, FOR CLEAN WATER DISCHARGE. 3. AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER. SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THAT BEARING SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM THE EXCAVATION SHALL BE DISCHARGED TO PREVENT RE -ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS, PONDS, OR OTHER WATER BODIES. THE METHOD OF DISPOSING OF WATER PUMPED FROM THE EXCAVATION SHALL BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL. A RESTORATION 1. ALL DISTURBED AREAS SHALL BE SODDED WITH ARGENTINE BAHIA SOD. SEE SPECIFICATIONS SECTION 02920. GENERAL PROJECT DATA: 1 • FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THE ENGINEERING PLANS SHALL BE DATED AS APRIL, 2011. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). 2 • SURVEY INFORMATION PREPAIRED BY SOUTHEASTERN SURVEY & MAPPING CORP. OWNER /OPERATOR THE CITY OF WINTER SPRINGS WILL OWN, OPERATE AND MAINTAIN THE RECLAIMED WATER AUGMENTATION FACILITY BEING CONSTRUCTED. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE UTILITY AND JURISDICTIONAL AGENCIES. EXISTING UTILITY LOCATIONS 1 • THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO COMPENSATION FROM THE UTILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING AND /OR RELOCATING ALL UTILITIES 2 . LINES, INCLUDING IRRIGATION LINES IN THE AREA OF CONSTRUCTION ACTIVITIES. IF ANY EXISTING LINES ARE BROKEN OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES, THE CONSTRUCTOR SHALL BE RESPONSIBLE FOR REPAIRING THE LINES, AT NO ADDITIONAL COST TO THE OWNER, TO EXISTING OR BETTER CONDITION AND FULLY FUNCTIONAL. A SINGLE POINT UTILITY LOCATION SERVICE HAS BEEN SET UP FOR PARTICIPATING UTILITIES. CONTRACTOR IS TO 3 • CONTACT THE SUNSHINE STATE ONE CALL CENTER AT LEAST 2 AND NO MORE THAN 5 WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. CONTRACTOR SHOULD CONTACT NON - PARTICIPATING UTILITIES SEPARATELY FOR THEIR FIELD LOCATING OF FACILITIES. PER FLORIDA STATUTE 553,851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY 2 WORKING DAYS PRIOR TO STARTING EXCAVATION. QUALITY CONTROL TESTING REQUIREMENTS ALL TESTING RESULTS FOR NEW CONSTRUCTION SHALL BE PROVIDED TO THE UTILITY. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE UTILITIES' SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. NO TESTING TO BE SCHEDULED ON MONDAY OR FRIDAY. NOTICE OF APPLICABILITY WHEREVER STATE, COUNTY, CITY OR LOCAL STANDARD SPECIFICATIONS DIFFER FROM THOSE CONTAINED HEREIN: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UTILITY FOR CLARIFICATION. TYPICALLY THE MORE STRINGENT SHALL GOVERN. CONSTRUCTION TRAILER CONTRACTOR SHALL PROVIDE CONSTRUCTION TRAILER PER SECTION 01520. TRAILER SHALL BE LOCATED WITHIN DESIGNATED FENCED AREA AT AN AGREED UPON LOCATION. ACCESS TO SITE ACCESS TO THE SITE IS FROM STATE ROAD 434 AS SHOWN ON THE SURVEY. GENERAL CONSTRUCTION REQUIREMENTS: ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFF SITE AREAS ARE REQUIRED TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL 1 PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMITTING NPDES "NOTICE OF INTENT" (N.O.I.) AND "NOTICE OF TERMINATION" (N.O.T.) NOTICES TO THE EPA OR LOCAL STATE AGENCY HAVING JURISDICTION OVER THE NPDES PROGRAM. THE CONTRACTOR SHALL KEEP ONSITE A COPY OF THE SWPPP, NOI, AND WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER WITH THE INSPECTION REPORTS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL 2 • THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND 3. REPLACED, AS NECESSARY, BY SAME. AS- BUILTS AS- BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST TWO WEEKS PRIOR PRIOR TO SUBMITTING A REQUEST FOR SUBSTANTIAL COMPLETION. ALL AS -BUILT DATA SHALL BE PROVIDED BY A FLORIDA 4. LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS (PAVEMENT, WATER SYSTEM, ETC.) FOR ADDITIONAL AS -BUILT REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS- BUILTS. AS- BUILTS SHALL CONTAIN, AT THE MINIMUM, BUT NOT LIMITED TO, SWALE TOP OF BANK, TOE OF SLOPE, ROAD GRADE ELEVATIONS, 5 • CONCRETE PAD ELEVATIONS, FINISHED FLOOR ELEVATION AND DITCH BOTTOM INLET INFORMATION. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER UTILITY AS- BUILTS. AS- BUILTS SHALL INCLUDE THE LOCATION OF ALL VALVES, BENDS AND PIPE SIZES. CONTRACTOR SHALL ALSO PROVIDE HORIZONTAL LOCATION 6 • MEASURED FROM PROPERTY LINE AND /OR ADJACENT BUILDING OR SLABS. ALL BENDS ARE TO BE LOCATED FROM PERMANENT FEATURE SUCH AS BUILDING OR CONCRETE PAD. DRAINAGE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE ADEQUATE DRAINAGE IS PROVIDED TO THE EXISTING SITE DURING CONSTRUCTION. AT NO TIME SHALL THERE BE FLOODING ON THE SITE AS A RESULT OF THE 1 • CONSTRUCTION. GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE 2 • POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. ALL SURFACES IN AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3 • ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY 4 • SMOOTH, COMPACTED FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE - GRADER OPERATIONS NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SODDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES 5 • REESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. LIMITS OF DISTURBANCE AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH NO COMPENSATION FROM THE UTILITY. LAYOUT AND CONTROL BENCHMARK INFORMATION IS SHOWN ON THE SURVEY, SHEET C -3. CONTRACTOR'S SURVEYOR SHALL SET PERMANENT BENCHMARK ON SITE. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. TREE REMOVAL THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES SHOWN ON THE CONTRUCTION PLANS, AS BEING SAVED SHALL BE REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER. CLEARING AND GRUBBING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION. MATERIAL STORAGE / DEBRIS REMOVAL ALL MATERIALS EXCAVATED SHALL BE UTILIZED TO BRING THE SITE TO FINAL GRADES. MATERIALS STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS. EROSION AND SEDIMENT CONTROL EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. LOCAL AND STATE JURISDICTIONAL AGENCIES SHALL BE REFERRED TO AND IMPLEMENTED DURING ALL CONSTRUCTION. AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PRE - CONSTRUCTION MEETING. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 1. STOCKPILING MATERIAL NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. 2. EXPOSED AREA LIMITATION THE SURFACE OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS. 3. INLET PROTECTION INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 4. TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 5. TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE MEASURE, OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES. 6. TEMPORARY GRASSING THAT SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 7. TEMPORARY RE- GRASSING IF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. MAINTENANCE ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE EPA NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) REGULATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST ALSO PREPARE AND SUBMIT A NOTICE OF INTENT (NOI) FORM TO FDEP 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. UNDER PROVISIONS OF THE CLEAN WATER ACT. OPERATOR(S) OF CONSTRUCTION SITES, PURSUANT TO CONDITIONS OF THE NPDES PERMIT, MUST SUBMIT A NOI TO OBTAIN COVERAGE UNDER THE NPDES STORM WATER CONSTRUCTION GENERAL PERMIT. NOI'S MUST BE SENT TO THE FOLLOWING ADDRESS: NPDES STORMWATER PROGRAM 2600 BLAIR STONE ROAD MAIL STATION 2500 TALLAHASSEE, FL. 32399 PHONE: (850) 245 -7522 Pipe Color Coding Coat all exposed piping, conduit and appurtenances to conform to a color code as shown in the following table: Equipment & Piping Stream Backwash Chlorine Solution Compressed Air Drain Equipment Final Filter Effluent Pre - Filter Effluent Water, Raw Water, Non - Potable Water, Reclaimed Color Tan Safety Yellow Safety Green Light Gray Match Piping Aqua Tan Olive Green Blue w/ Black Bands Pantone Purple Label Code BW CLS CA FE Fl RAW NPW RW Lettering Color No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH /GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: General Notes.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers Architects Surveyors Landscape Arch. Planners Environmental Scientists Construction Management Design/ Build (C.O.A. N. 3215) (Lic. No. AA2600926) (L.B. Na. 7143) (Lk. N. LC00002.) 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 GENERAL NOTES Sheet No. C-2 CONFORMED DOCUMENTS W 0) O z W 0) Q W 0 : 0) O 0) LOT 3, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR- OD00 -003C CLEANTHI Z. PETERS D. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 SSMC + FENCE S3 1 2 IRON PIPE WITH STEEL CAP S 5.8', E 0.8' BUCK D 3, LC (EAST 1 /2) E NOTE 15 ) EAST STATE ROAD 43 1020 X PARCEL ID� 0030 26 -20 -TA30 5AR -ODO - USTEES LAURA WINCEY, CO -TRUSTEES MORE OR A A N CHARLES W 5 715 A LEVY 248,945.4 SQUARE FEET ( THE E CONTAINING: S S L A K E Y J E O g F g U P 5 D.R. M P LAT LO 00K 1' P AGE APPROXIMATE LIMITS OF FLOOD ZONE "X" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 HEADWAL -BT 29.69 30.3 00 3 0.44 O Q au_ h �o CO Qo 2r ��J 27.35 o , IN LET I 26'88 1014 TOP =215 p N INV =2.37 g 2764 S INV= 20.03� 27.24 IJ R 24 "RCP I� o °o 'O INLET 0 TOP =24.42 S INV-20.86 LOT 20, BLOCK D o 0 0 0 D (f) m � o � LB3778 FOUND 1" UTILITY P OLE #6257 EL= 24.702 8 INV. =20.27 F F FLORIDA AL AERIAL EASEMENT BOOK PAGE 453 0 Lr D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 RETENTION AREA LOT 4, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0040 GERTRUD & WILLIAM S. BROWNING, TRUSTEES LOT 2, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0010 CITY OF WINTER SPRINGS INV. =20.74 D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE J E S S U P PLAT BOOK 1, PAGE 5 • • YY P.O.L. h ex: INV RCP -0 - BTL INV. =19.56 NV. =18.44 LEGEND AND ABBREVIATIONS = CONCRETE MONUMENT = GUY WIRE = IRON ROD = LIGHT POLE = NAIL & DISC = TANK (UNKNOWN) = POINT ON LINE = POWER POLE = BENCH = NON- TRAFFIC SIGN = WELL = WATER VALVE = INVERT ELEVATION = REINFORCED CONCRETE PIPE = MAILBOX = WOVEN WIRE FENCE = FLAT GRATE INLET = BURIED TELEPHONE LINE -x- A/C CONC. NAD EL FF DIP CMP PVC RETENTION AREA = POST FOUND 4 "X4" LB1 = SERVICE POLE cn = HOSE BIB = CHAIN LINK FENCE = TREE SIZE SHOWN IS TRUNK DIAMETER IN INCHES MA =MAPLE CY= CYPRESS G =GUM C =CEDAR FOUND 4 LB1 FOUND 1' LB3778 = AIR CONDITIONING = CONCRETE = NORTH AMERICAN DATUM = ELEVATION = FINISHED FLOOR ELEVATION = DUCTILE IRON PIPE = CORRUGATED METAL PIPE = POLYVINYL CHLORIDE PIPE REV: 08/27/2003 REV: 11/07/2002 TRACT C PARKSTONE UNIT 3 PLAT BOOK 59, PAGE 19 -21 (REPEAT) STORM WATER MANAGEMENT AREA (DRAINAGE EASEMENT) REVISED CERTIFICATION EO 19.6 ADDED ACREAGE, NOTES 13 & 14 EO 3.7 9. 10. For: /1 FOUND 1 -1/4 IRON PIPE JWG SURVEY W 0.43 p p.L SET / S SMC 8'f T p EDGE OF WATER 1" = 60' GRAPHIC SCALE 0 30 60 120 APPROXIMATE LIMITS OF FLOOD ZONE "AE ", EL =10 MET HED AL E 1.1' 8.5 P.O.L. SET 5/8" POLE SSMC LB2108 SHED RETENTION AREA E 1.2' LOT 2, BLOCK C D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 CONC. BOAT RAMP Boundary & Topographic Survey Survey Date: Drawing Number Scale: 1"=60' 10 -30 -2002 47921001 Drawn By: EO City of Winter Springs Brown, Salzman, Weiss & Garganese, P.A. Old Republic National Title Insurance Co. DESCRIPTION: The East half (0 1/2) of Lot 3, Block "C ", and the East half (0 1/2) of Lot 3, Block "D" of Mitchell's Survey of Levy Grant on Lake Jessup according to plat thereof as recorded in Plat Book 1, page 5, of the public records of Seminole County, Florida. SURVEYOR'S REPORT: 1. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface features and construction plans furnished to the surveyor. Additional sub - surface utilities may exist that have not been field located. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 3. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61G17 -6 requirements. 4. Not valid without the signature and raised seal of a Florida licensed surveyor and mapper. 5. Features shown by symbol as indicated in the legend are not to scale. 6. Bearings shown hereon are based on the northerly right of way of CSX Railroad Lake Charm Branch Rail Corridor being South 82 °52'56" West. 7. Vertical information shown hereon refers to recovered benchmark at the Southwest corner of Lot 2, Block D, being a 16 penny Nail in the South face of utility pole #8257578, NAD 83, EL= 24.702 8. Based on the National Flood Insurance Program FIRM Map No. 12117C0135E, dated 04/17/1995, the above described property lies within unshaded Zone "X" determined to be outside 500 -year floodplain and shaded Zone "X" areas of 500 -year flood and Zone "AE" base flood elevation determined Elevation =10. The electronic image of this map contains horizontal positions for all features shown relative to an assumed datum. This Survey was performed without benefit of a Title search. A Title search may reveal additional information affecting the Parcel as shown. 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 12. There are no lot or right -of -way dimensions on the recorded plat of D.R. Mitchell's Survey of The Levy Grant on Lake Jessup, Plat Book 1, Page 5. Determination of Lot and right -of -way locations were based on a combination of the best available field evidence and previous surveys by Jones, Wood & Gentry, Inc. resurvey (no job number available) dated 12/02/98 and Tinklepaugh Surveying Services, Inc. job number SX #7044A dated 01/02/02. 13. The 2.8 contour line is acceptable to the Division of State Lands, Bureau of Survey and Mapping for the purpose of acreage calculations and permitting. Those lands waterside of the 2.8 contour line may be subject to a claim by the State of Florida as sovereign lands. 14. The calculated area contained withing the boundary line of the East 1/2 of Lot 3, Block C, above the 2.8 contour fine (edge of water), is 134,384 square feet (3.09 acres), more or less. The 2.8 contour line is ambulatory, therefore the acreage /square footage shown is subject to change. 15. The street °dress information shown according to the Seminole County Property Appraiser's office. SOUTHEASTERN SURVEYING & MAPPING CORP. 6500 All American Boulevard Orlando, Florida 32810-4350 (4071 292 -8580 Cert. No. LB2108 e -mail: info@southeasternsurveying.com GARY B. KRICK 47921001 Registered Land Surveyor No. 4245 C -3 5/27/11 6/10/11 DRC REVIEW 1' -0" x-x-x- x x x x x x x x x x x x x x x x TOP RAIL HIGH SERVICE PUMPING (SEE' SHEET C -7) Drawn by: Checked by: Approved by: TREATMEN UNITS (SEE SHEET C -6) ELECTRICAL/ CHEMICAL BUILDING 2" SCH. 80 CPVC CHLORINE FILL LINE 6' WIDE SWING GATE No. A SEE SHEET C -1 2 FOR CONTINUATION HANGERS @30 "O.C. SLEEVE COUPLING (21' -0" O.C. MAX) #2 BARE CONDUCTOR ATTACHED TO CORNER POST Date CORNER POST 2" CHLORINE FILL LINE WITH CAM -LOCK QUICK CONNECT FASTENED TO BOLLARD WITH STAINLESS STEEL STRAPS DECK GUTTER NOTES PROVIDE 7"x7" ALUMINUM BOX GUTTER, 0.032" THICK, ANODIZED. PROVIDE 1/16" THICK RUBBER ISOLATION SHEET BETWEEN GUTTER AND CONCRETE. PROVIDE 3 "x4" DOWNSPOUT OPENINGS WITH TRANSITION ADAPTER FOR CONNECTION TO 4" DIA. PIPE INTO TANK. PROVIDE DOWNSPOUTS SPACED AS SHOWN IN PLAN, THIS SHEET. PROVIDE LOCK -ON LEAF GUARDS FOR LENGTH OF GUTTERS. PROVIDE POLYURATHANE FOAM GUTTER FILTERS, 4 FT. LONG CENTERED ON DOWNSPOUT OPENINGS. SECTION A -A NOT TO SCALE 10'-0" MAX. T l I' h I GROUND SURFACE GROUND ROD 3/8" X 10" COPPER CLAD (TYP.) ALL CORNERS OR CHANGE IN FENCE DIRECTION NOT TO SCALE Revision ADDENDUM NO. 1 SLOPE TO DRAIN WALL PENETRATION - SEE DETAIL ON SHEET C -11 7 "x7" ALUMINUM BOX GUTTER WITH LEAF GUARD, 3 "x4" DOWNSPO OPENINGS WITH ADAPTER TO 4" DIAMETER PVC DOWNSPOUT 3 STRANDS OF BARB WIR 10'-0" MAX. I BOTTOM REINF. WIRE 6" FROM ARTESIAN WELL NOTE: BRACE CORNER POSTS IN BOTH DIRECTIONS ALONG FENCE LINE. ATYPICAL FENCE DETAIL 18" RECLAIMED MAIN 6" FORCE MAIN By LINE POST CHAIN LINK FENCE FABRIC CONCRETE PIER No. A Date 14 Revision TRANSFORMER SEE SHEET E -3 FIRE HYDRANT Designed by: Scale: EXISTING HEDGE ROW AND TREES TO REMAIN 0 0 0 0 0 0 0 0 ALUMINUM FLUSHING RAILING FENCE AND GATES SHALL BE 6 -FT HIGH BLACK VINYL- COATED CHAIN LINK FENCE (TYPO, PER SPEC SECTION 02820 TMZ DGH /GCM 1 " =10' GUTTER AND DOWNSPOUTS DOWNSPOUT SPACING TYPICAL BOTH SIDES Date: March 19, 2009 Job No. W04141 File: Site Plan.dwg Certificate of tH 9 No. 3215 PUMPS 12' (TYP) LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 16" LAKE SUCTION 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 X LEGEND CONCRETE SLAB ON GRADE ± 4" THICK (MIN.) FDOT NO. 57 STONE OVER GEOTEXTILE FILTER FABRIC 6' HIGH BLACK VINYL- COATED CHAIN LINK FENCE WILLIAM C. GOUCHER, P.E. REG - #20700 NOT TO SCALE N � 0 10 20 GRAPFliC SCALE SITE PLAN SEE SHEE C -1 0 FOR CONTI ATION BOLLARD DETAIL Sheet No. c CONFORMED DOCUMENTS TOP VIEW-SINGLE PIPE Noi Less Than 1 Na Pipe Jo1nl Permit/ed Unless Approved t 8 The Engineer SECTION *Slope: To C Pipe for Pipes 18" And Smaller 2.4 for Pipes 24" And Larger. Use 2" Lars, 4 bars minimum. A MITERED END SECTION NOT TO SCALE FDOT INDEX NO. 273 FINISHED GROUND INSTALL BLUE aA HYDRANT 6" FROM ARTESIAN WELL CONSTRUCT 8 "x18" TEE (RJ) 8" GATE VALVE 18" RECLAIMED MAIN EXISTING TREE TO BE REMOVED rn RETAINING WALL TOP EL. 14 1 INSTALL ROOF DRAINS ON 3 SIDES TO COLLECT RUNOFF AND DRAIN TO TANK. SEE SHEET C -4 EXTEND STABILIZED ACCESS ROAD 4 MINIMUM 12" THICK PER SECTION 02710 EXISTING TREE TO BE REMOVED ALUMINUM RAILING x 8" C.O. 8" PVC TEE W/ CLEANOUT APPROXIMATE 100 YEAR FLOOD ELEVATION 9.75 (1929 DATUM) 8" PVC DRAIN @ 0.3% co NOT TO SCALE 20" 4" DIA (TYP) 4" (TYP) COMPACTED TO 95% ASHTO T-180 12" DE ENERGY DISSIPATOR 4" x 4" (TYP) OUTFACE PIPE INV. ELEV. AS SHOWN ON PLANS TO OUTFACE STEEL RETICULINE REBAR 12" O.C. GRATE ELEV. 8.50 OUTFACE PIPE [ 3/4" x 4" SLEEVE 8, 8" LAG BOLT (2 AT EACH LOC.) LAG BOLT TO BE HELD IN PLACE BY EPDXY OR METHOD AS APPROVED BY ENGINEER. PLAN 1/4" FIBERGLASS SKIMMER SECTION A DISCHARGE STRUCTURE S -1 DETAIL NOT TO SCALE TYPE 'E' INLET D.O.T. INDEX No. 232 RETENTION POND POND BOTTOM EL. 1.00 0.0 10' MAINTENANCE BERM 1 r EXISTING GROUND TOP OF PON = 9 . 0 SOD ASOD-I PEAK STAGE = 7.861 TYPICAL POND CROSS SECTION SCALE:1 " =30'H 0.0 NOT TO SCALE SECTION A - A MINIMUM 2000 P.S.I. CONCRETE REQUIRED 4. SAW CUT REMAINING JOINTS AT 5' MAX WITHIN 96 HOURS. N-- 0 30 60 GRAPHIC SCALE LEGEND EXISTING STRUCTURE TO BE REMOVED EXISTING TREE TO BE REMOVED NOTES: 1. 3/4 "x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. 2. EXPANSION JOINTS MAXIMUM DISTANCE = 90', USED 1/2 "x3" PREMOLDED EXPANSION MATERIAL AND FILL TOP 1" ELASTOMETRIC CHALK. 3. CONTRACTION JOINTS MAXIMUM DISTANCE = 30' AT D/4 WITHIN 12 HOURS OF POUR. CONCRETE SIDEWALK DETAIL No. A A A A Date 2/2/11 317/2/11 5/27/11 6/10/11 Revision ADDED DETAILS, REVISED OUTFACE PIPE LENGTH ADD BMP TO PLAN ADDENDUM NO. 1 DRC REVIEW By ACL ACL WCG WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ 1 " =30' Date: MARCH 19, 2009 Job No. W04141 File: Grading Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP RECLAIMED WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L.1?. No. 7143) Landscape Arch. (Lic. No. Le0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ALLEN . LANE, JR., P.E. REG - 60144 DEMOLITION, GRADING AND DRAINAGE PLAN Sheet No. C-5 CONFORMED DOCUMENTS BOTTOM OF TOP SLAB EL. 13.00 WALL PENETRATION SEAL (TYP.) SEE DETAIL SHEET C -11 3" ST. STL FLUSHING SUPPLY CENTERLINE ELEV. 11.53 BY FILTER SUPPLIER EL. 11.53± 8" OUTLET FURNISH AND INSTALL BLIND FLANGE IF ADDITIVE ALTERNATE NO. 1 IS NOT ACCEPTED I II 5 iFiuo 11 1 1 III rllll �.� li, _ rn� r 141'1' '��•IlQll L�� I.I ,�. 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC, OR EQUAL a FURNISH AND INSTALL BLIND FLANGE IF ADDITIVE ALTERNATE NO.1 IS NOT ACCEPTED 2 "W x 2 "D PIPE RUN IN TOP OF SLAB Drawn by: Checked by: Approved by: 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC, OR EQUAL GCM /DGH EL. 10.78 1 _10 CONCRETE SLAB - \ 1/4, ADDITIVE ALTERNATE NO. 1 8" INLET 4" DIP BW EXPANSION JOINT (TYP) BACKWASH PUMP STATION (SEE SHEET C -11) 4" THICK 2500PSI CONCRETE W/ 6" x 6" WWM SHOWER/ EYEWASH 4 "W x 2 "D PIPE RUN IN SLAB VALVE VAULT 10' -0" 1 RW FEED TO UTILITY SINK AND SHOWER /EYEWASH MINIMUM 12" DEEP No. Date v HWL EL 12.00 GROUND STORAGE TANK EL. 5.00 GROUND STORAGE TANK Revision SEAL (TYP.) 0 0 4" FLUSHING SUPPLY EL. 10.78 EL. 5.75 EL. 9.50 I 17' -0" 6" (TYP.) WALL PENETRATION J 6" THICK CONCRETE SLAB'MTH 6 "x6 "x10 "x10" WIRE MESH, TOP ELEV. 9.75 FLUSHING PUMP SKID - 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC. OR EQUAL 4" FLUSHING SUPPLY No. Date 14' -0" 1" PRE - CHLORINATION CLS, MINIMUM 12" DEEP Revision 1/2" GSP COMPRESSED AIR Designed by: Scale: 25' - 0 WCG 3/8 " =1' - 5'- 0 "Lx3'- 4 "Wx6 "H HOUSEKEEPING PAD SCALE: 3/8" = 1'-0" SECTION SCALE: 3/8" = 1' - 0" ELECTRICAL ROOM TREATMENT PLAN Date: MARCH 19, 2009 Job No. W04141 File: Treatment Plan.dwg Certificate of Authorization No. 3215 © 2009 #8 @ 12" O.C.E.W. (TYP.) TOP 8, BOTT O ® @ O40 HIGH SERVICE PUMPING (SEE SHEET C -7) LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA CHEMICAL ROOM - PROVIDE ADJUSTABLE PIPE SUPPORT UNDER ALL TEES TO RECEIVE FILTERS Engineers (C.O.A. No. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. No. 7143) Landscape Arch. (Lk. No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 23 22 III EL.13.61 FUTURE P EL. 9.75 FROM LAKE, SEE SHEET C -10 - 6" THICK CONCRETE SLAB WITH 6 "x6 "x10 "x10" WWF PROCESS STRUCTURAL 15' TO WEST PROPERTY LINE 1" POST - CHLORINATION CLS, MINIMUM 12" DEEP EQUIPMENT TAB NUMBERS 0 EBS - 10000 FILTER ON MANIFOLD © SELF PRIMING PUMP © 8" AMF 370K FILTER 0 WESTFALL 2800 STAINLESS STEEL STATIC INJECTION MIXER WILLIAM C. GOUCHER, P.E. REG - #20700 TERRY M. ZAUDTKE, P.E. REG - #32928 SEE SHEET C -4 AND C -12 FOR CONTINUATION 0 • PIPE AND FITTING � LEGEND TREATMENT PLAN AND SECTION PVC DIP 0 10" DIP SPOOL PIECE (FLG) O2 1/2" TSS SAMPLE TAP O3 6" DIP (MJ) ® 10" x 8" TEE (FLG) 0 10" BLIND FLANGE 0 8" DIP SPOOL PIECE (FLG) O7 10" TEE (FLG) ® 8" - 90° BEND (FLG) O9 8" CHECK VALVE (FLG) 0 8" BUTTERFLY VALVE (FLG) 0 10" - 45° BEND (FLG) 0 10" x 6" TEE (FLG) 13 TURBIDIMETER SAMPLE TAP 0 8" BLIND FLANGE 0 6" - 90° BEND (FLG) 0 6" GATE VALVE (FLG) 17 10" x 6" REDUCER (FLG) 0 FUTURE 6" - 90° BEND (FLG) 0 FUTURE 6" - GATE VALVE (FLG) 00 16" x 10" REDUCER (FLG) �1 16" - 90° BEND (FLG) 02 FUTURE 10" x 6" TEE (FLG) �3 FUTURE 10" DIP SPOOL PIECE (FLG) 0 6" BLIND FLANGE (FLG) �5 10" x 8" REDUCER (FLG) © 10" PRESSURE SUSTAINING VALVE (FLG) �7 FUTURE 10" x 8" REDUCER (FLG) ® FUTURE 8" SPOOL PIECE (FLG) �9 FUTURE 8" BUTTERFLY VALVE (FLG) 0 FUTURE 8" 90° BEND (FLG) 0 8" GATE VALVE (FLG) 0 6" DIP SPOOL PIECE (FLG) 0 4" 90° BEND (FLG) 0 4" 90° BEND (MJ) 0 FUTURE 4" 90° BEND (FLG) 0 4" TEE (FLG) 0 4" x 3" REDUCER (FLG) 0 4" BLIND FLANGE 0 4" DIP SPOOL PIECE (FLG) 0 NOT USED 0 FUTURE 8" x 4" TEE (FLG) 0 FUTURE 4" DIP SPOOL PIECE (FLG) 0 NOT USED 0 4" - 45° BEND (MJ) 0 6" x 4" - WYE (MJ) 0 4" - DIP SPOOL PIECE (FLG x MJ) 47 6" - 45° BEND (MJ) 0 6" x 4" REDUCER (MJ) 0 10" CROSS Sheet No. e - 6 CONFORMED DOCUMENTS v HWL EL 12.00 GROUND STORAGE TANK 24" D.I.P. SUCTION WITH ANIT- VORTEX BAFFLE EL12.25 mr�a EL. 5.00 WALL PENETRATION SEAL (MT.) 24" DIP SUCTION WITH ANTI - VORTEX BAFFLE e• 12" BOTTOM OF TOP SLAB EL. 13.00 ®r WALL PENETRATION SEAL (TYP.) 48 450 46 O EL 1.00 PVC 0 SEE SHEET C-4 FOR CONTINUATION PROVIDE 27 "W x 17 "H STAINLESS STEEL WATERTIGHT ACCESS PORT WITH BOLTED COVER. BOTTOM OF AT ELEV. 10.50 26' -0" FIN. GR. 9.50 2'-6" SQUARE PUMP BASE (TYP.) EL 11.75 1 1_ 0 0 14 42 25 22 34 (500 GPM PUMP NO.1 JOCKEY 0 SECTION SCALE: 3/8" = 1' - 0" 0 15 16 0 (1500 GPM) PUMP NO.2 0 O 0 0 0 TREATMENT UNITS (SEE SHEET C -6) 0 n n PUMP STATION SEE SHEET C -8 FOR REBAR PLAN (1500 GPM) PUMP NO.2 0 0 0 (1500 GPM) PUMP NO.1 (1500 GPM) PUMP NO.3 O 10 0 0 34' -6" - r IP 5'-10" 0 0 (1500 GPM) (FUTURE) 0 f )) gi MMMEMM to 4 (1500 GPM) (FUTURE) 4' -9 CHLORINE INJECTOR EL. 9.75 6" THICK CONCRETE SLAB W/ 6x 6x 10x 10 W.W.F. CONCRETE SLAB EL. 9.75 SEE SHEET C -4 FOR CONTINUATION PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 TYPE 37 PIPE SUPPORT SHANK TO FIT INTO "D' SIZE SCHED 40 STEEL PIPE PIPE, FITTING AND EQUIPMENT LEGEND 0 24" x 12" TEE (MJ.) 0 6" 90° BEND (MJ.) 0 12" DIP (PE.) ® 12" GATE VALVE (MJ.) O5 12" DIP (FLG x MJ) © VERTICAL CAN TURBINE PUMP 0 10" x 8" REDUCER (FLG.) ® 12" 90° BEND (FLG.) O9 10" x 4" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 10" COUPLING ADAPTER, (FLG.) 0 10" CHECK VALVE (FLG.) 0 12" GATE VALVE (FLG.) 0 12" DIP (FLG.) 0 6" x 2" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 12" x 6" REDUCING 90° BEND (FLG.) 0 18" x 12" REDUCER (FLG.) 17 18" DIP SPOOL PIECE AS REQUIRED (FLG.) 0 18" x 10" TEE (FLG.) 0 CHLORINE SAMPLE TAP LOCATION 00 10" DIP (FLG.) 01 10" BLIND FLANGE 02 6" GATE VALVE (FLG.) 03 FLOW METER 0 12" UNIFLANGE 05 6" CHECK VALVE (FLG.) © 18" 90° BEND LONG RADIUS ROTATED DOWN 45° (FLG.) �7 24" 90° BEND (MJ.) ® 24" DIP (MJ) �9 1/2" FECAL COLIFORM SAMPLE TAP 30 10" GATE VALVE (FLG.) 0 NOT USED 0 NOT USED 0 NOT USED 0 6" DIP (FLG.) 0 FUTURE 10" DIP (FLG.) 0 CAN FOR FUTURE VERTICAL CAN TURBINE PUMP 0 FUTURE 10" x 8" REDUCER (FLG.) 0 FUTURE 10" x 4" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 FUTURE 10" COUPLING ADAPTER, (FLG.) Cr FUTURE 10" CHECK VALVE (FLG.) 0 FUTURE 10" GATE VALVE (FLG.) 0 6" COUPLING ADAPTER (FLG.) 0 12" 90° BEND (MJ.) 0 24" x 12" REDUCER (MJ.) 0 NOT USED 0 6" DIP (PE.) 0 18" DIP (FLG. x PE.) 0 6" DIP (FLG. x PE.) TYPE 38 ADJUSTABLE PIPE SUPPORT (USE SAME COATING SYSTEM AS PIPING) 1 " MIN. 3 "MAX NON - SHRINK GROUT NOTES: 1. PROVIDE HALF ROUND RIGID INSULATION AND INSULATION PROTECTION SHIELD (TYPE 40), SIMILAR TO GRINNELL 2. PROVIDE NEOPRENE WAFFLE ISOLATION PAD BETWEEN PIPE AND BRACKET. 3. FOR BASE,HEIGHT,AND FLANGE DIMENSIONS SEE TABLE 4. SST = TYPE 316 5. PROVIDE 1/8" THICK NEOPRENE PAD FULL SUPPORT WIDTH BETWEEN PIPE AND SUPPORT PIPE SIZE 12 20 24 30 A 5 1/2 8 1/2 9 15/16 12 3/8 13 7/8 15 3/8 17 15/18 21 5/16 13 1/2 13 1/2 13 1/2 13 1/2 2 1/2 2 1/2 2 1/2 3 1/2 3 1/2 MIN. 10 1/2 131/2 15 17 3/4 19 1/2 21 23 3/4 27 MAX. 15 1/4 18 1/4 19 3/4 22 1/4 24 25 1/2 28 1/2 31 1/2 STD PIPE FLANGE ATTACHED TO CONC OR MASONRY W/4 STAINLESS STEEL STUD TYPE WEDGE ANCHORS ADJUSTABLE PIPE SUPPORT DETAIL NOT TO SCALE No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ 3/8 " =1' Date: MARCH 19, 2009 Job No. W04141 File: Pump Station. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design /Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 HIGH SERVICE PUMP STATION AND SECTIONS Sheet No. e-7 CONFORMED DOCUMENTS TO TREATMENT PLANT SEE SHEET C -6 FOR CONTINUATION 5'-0" MIN. 10' -0" MIN. 16" HDPE FORM LAKE SEE SHEET C -10 FOR CONTINUATION PIPE AND FITTING LEGEND 1O FLOWMETER ® 12" UNIFLANGE ® 12" DIP SPOOL (FLG.) ® 12" GATE VALVE (FLG.) ® 16" x 12" DIP REDUCER (FLG.) © 16" 45° BEND (FLG.) ® 16" DIP SPOOL (FLG. x PE.) ® 16" 45° BEND (MJ) 24 "x 12" TEE, MJ (TYP) 2 1/2" CLEAR EL 1.00 FIN. GRADE EL 9.50 PER MANUFACTURER'S REQUIREMENTS 1' -0" (TYP.) 12" GATE VALVE, MJ W/ OPERATING NUT AND VALVE BOX (TYP) 12 " FLG xMJ 12" FLG SUCTION 11 11 11 11 SECTION SCALE: N.T.S. SCALE: 3/8" = 1' - 0" 18" MIN PER MFR 1 "TAP AND 1" BALLVALVE EXPANSION JOINTS W/ FILLER (BOTH SIDES) SEE PUMP STATION REBAR PLAN 2 - #4 TOP & BOTTOM PUMP STATION REBAR PLAN 6" THICK CONCRETE SLAB W/ 6x 6x 10x 10 W.W.F. EL. 9.75 (1500 GPM) (FUTURE) 2 1/2" CLEAR 2 1/2" CLEAR SECTION SCALE: 3/8" = 1' - 0" SECTION SCALE: 3/8" = 1' - 0" EL. 14.08 0 0 EL. 10.78 PIPE SUPPORT (TYP.) PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 PIPE AND FITTING LEGEND ® 10" x 8" TEE (FLG.) ® 8" DIP SPOOL PIECE (FLG. x PE.) ® 8" 90° BEND (FLG.) O9 8" CHECK VALVE (FLG.) 12 10" x 6" TEE (FLG.) 15 6" - 90° BEND (FLG.) 16 6" GATE VALVE (FLG.) 31 8" GATE VALVE (FLG.) 32 6" DIP SPOOL PIECE (FLG.) 33 4" 90° BEND (FLG.) 3® 4" x 3" REDUCER (FLG.) 39 4" DIP SPOOL PIECE (FLG.) EQUIPMENT TAB NUMBERS ® EBS - 10000 FILTER ® SELF PRIMING PUMP No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ 3/8 " =1' Date: MARCH 19, 2009 Job No. W04141 File: Cross Sections.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. N. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 CROSS SECTIONS AND DETAIL Sheet No. c-8 CONFORMED DOCUMENTS 2" SCH. 80 CPVC VENT WITH INSECT SCREEN TO ATMOSPHERE (TYP) - 2" SCH. 80 CPVC FILL LINE WITH CAM LOCK QUICK CONNECT 2" SCH. 80 CPVC FILL LINE ADJUSTABLE PIPE SUPPORT (TYP) N -121:Elli SCALE: 1 /4 " =1' 2" SCH. 80 CPVC FILL LINE SEE SHEET C -4 FOR CONTINUATION 11 ROLL -UP DOOR CHLORINE ROOM FLOOR PLAN HIGH DENSITY LINEAR POLYETHYLENE 1550 GALLON SODIUM HYPOCHLORITE STORAGE TANK, 8'-0" DIA. x 6' -11" HIGH U.V. RESISTANT, DOUBLE WALL CHLORINE ROOM SECTION SCALE: 1 /4"=1 NOTE: AIR COMPRESSOR AND 1/2" GSP COMPRESSED AIR LINE NOT SHOWN FOR CLARITY 1 /2 "0 TO 1/4 SOCKET CPVC REDUCERS (TYP. OF 4) FROM STORAGE TANK ■■ Y Y T II II II 111111 111111 1111111 711:1 u u a r Iii ■ i - —■ ■� �, �� — ■ ■ ■� ■ r ^;' .1. # 1 ■ rr r■ ,n1 r� .0 � _ _ /I I�� _�- _.._ _�_uiG�'ri I� -1 �r Y � i_I rY■ i��r ■�■ - ri:��r�r �� _,`,_ C 1 1 L I i ��l �r rl I�� illj '1 1 'illi ii l i '� i � iu illj '1 1 'iIIT iii ' 48 y" 6y" 14" 14" 6%" w z c3 o63 a Z d z z 24 y" r 48X 24X" POST-CHLORINATION CHLORINE FEED SKID PLAN VIEW* NOT TO SCALE * PRE - CHLORINATION SKID IS MIRROR IMAGE NOT TO SCALE FRONT ELEVATION 1 /2 "0 SOCKET CPVC BALL VALVES (6 PLACES) GRIFFCO T- SERIES MODEL PRT050T, 1/2 "0 PTFE PRESSURE RELIEF VALVES NOTE: 1/2" SCH. 80 CPVC HYPOCHLORITE LINE TO INJECTORS NOT SHOWN FOR CLARITY 1/2 SOCKET CPVC TEE FOR 1/4 "0 FLUSHING / DRAIN VALVE CONNECTION (4 PLACES) 1/4 "0 UNION (TYP. OF 4 ) 48 y" SCALE: 3/8" = 1'-0" CHLORINE INJECTION DETAIL SECTION NOT TO SCALE No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Chemical Room. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (1.ic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 CHEMICAL FEED SYSTEM DETAILS Sheet No. CONFORMED DOCUMENTS 24 16 8 0 -8 TO PUMPS 16" DIP 16" HDPE FUSED BEND PIPE AT NO MORE THAN 75% OF MECHANICAL JOINT MANUFACTURERS RECOMMEND MAX. SECOND SCREENING COUPLING ADAPTER POINT- 1" MESH ON —3' COVER EXISTING GRADE REMOVABLE FRAME ALUMINUM HANDRAIL FOR CLEANING 16" DIP MJ 16" DIP MJ 45° BEND 45° BEND 6" MIN. CONCRETE ENCASEMENT NOT TO SCALE EL. 1.0 SLOPE TO DRAIN 4 d a WATERSTOP RING 24" DIP SUCTION NOT TO SCALE PLAN 3 -4" 18" DIP SECTION 4 SCALE: 1" = 20' H. 1 " =10'V. INTAKE STRUCTURE SECTION 3/8" THICK FIBERGLASS SLOTTED TO FIT OVER PIPE EL. FIN. FL. 5.0 2 1/2" x 2 1/2" x 1/4" SS ANGLE x4 "LONG (4 REQ. AT 90 °). BOLT TO FLOOR WITH 1/2" x 2 3/4" SS EXPANSION ANCHORS (8 REQ.). FIBERGLASS ANTI- VORTEX PLATE FIBERGLASS ANTI - VORTEX BAFFLE TOP EL. 5.50 SLOPE TO DRAIN EL. FIN. FL. 5.0 NOTE: PIPE NEEDS TO BE TESTED PRIOR TO FLOOR BEING POURED \_16" DIPMJ 45° BEND 14" [l CONC. 16" HDPE SUCTION ALONG PILINGS LAKE BOTTOM TO ELEV. 3.0 KOR -N -SEAL S106 -16WS (TYP.) — 16 "OHDPE (2) 2' -2" W x 11 4" H x a' THICK ALUMINUM STOP LOGS HALLIDAY SERIES NIB WITH "R" HANDLE EL. +0.45 16 "OHDPE 2 PLAN 57 SECTION INLET EL. -2.0 EL. 2.33 LWL EL. 1.05 6" (TYP.) EL. + 5.0 EL. + 2.0 FIRST SCREENING POINT CHAIN LINK FENCE AROUND PERIMETER INSTALL 2' x 2' x 4'H CONCRETE BASIN WITH WEIR EL. -2.00 LAKE BOTTOM INTAKE CATCH BASIN DETAILS SCALE: 3/4" = 1' 24 16 8 0 -8 SECTION FABRICATE 2" x 2" TYPE 304 STAINLESS STEEL FRAME TO SIT A TOP INTAKE BASIN TO SUPPORT 1" MESH OVER TOP AND STOP LOG OPENING ELEV. 6" THICK HOLLOW CORE PANEL, SEE STRUCTURAL 2" THICK CONCRETE TOPPING SCALE: 1" = 10' 1" THICK FIBERGLASS GRATING INTAKE STRUCTURE PLAN GRATING GRATING NOTE: PULTRUDED FIBERGLASS GRATING, FIBERGLASS SPF POLYESTER RESIN, MS 1 -4010 SPACING, GRAY 1" BEARING BARS, FINE GRIT SURFACE, GRAY CROSS BARS, 6" ON CENTER, 40% OPEN AREA, PANEL, BEARING BARS RUN PARALLEL TO LENGTH. INTAKE STRUCTURE SECTION SCALE: 3/4" = 1' -0" PROVIDE 1" x 2" STAINLESS STEEL ANGLE FOR SUPPORT EACH END, WITH HOLD DOWN CLIPS PER GRATING MANUFACTURER'S RECOMMENDATION INTAKE CATCH BASIN SEE DETAIL LEFT 7 BOTTOM ELEV. -2.5± No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH /GCM DEM TMZ As Shown Date: March 19, 2010 Job No. W04141 File: Intake Structure.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 INTAKE STRUCTURE Sheet No. c_ CONFORMED DOCUMENTS NOTE: DIM. "B'' SEE TABLE DIM. "B" SEE TABLE PIPE SLEEVE MECHANICALLY ADJUSTABLE SEGMENTED ELASTOMERIC SEAL ASSEMBLY 1. PIPE SLEEVE REQUIRED FOR WALL PENETRATION SEAL ASSEMBLY (IN NEW CONC.). WALL PENETRATION SEAL DETAIL NOT TO SCALE PRECAST MANHOLE WALL STAINLESS STEEL BOUND FILL WITH GROUT MANHOLE INVERT STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR KOR -N -SEAL DETAIL NOT TO SCALE PIPE SIZE DIM. "A" 10" 12" DIM. "B'' 2.1875" 2.1875" 2 -3/4" PVC OR DIP DISCONNECT 4" INFLUENT PIPE OUTLINE OF ACCESS OPENING ELEV. J • ELEV. K CABLE HOLDER 2 "DIA.SCH40 STAINLESS STEEL PUMP GUIDE RAILS KOR -N -SEAL OR EQUAL LEVEL TRANSDUCER iTe es PUMP STATION DETAILS N.T.S. W.S. DETAIL 6 -9 -00 DT CONTROL PANEL WITH SCADA SYSTEM LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT, PUMP POWER CABLES TO BE IN SEPARATE CONDUIT SEALED PULL BOX STAINLESS STEEL BALL RACKS HEAVY DUTY STAINLESS STEEL LIFTING CHAIN #6 -12" O.C.E.W. SECTION VIEW FLEXIBLE COUPLINGS (TYP.) 2' MIN 6" ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE 4" D.I. VENT WITH ZURN VENT CAP PIPE SLEEVE WITH SS LINK SEAL (TYP.) SEE DETAIL LEFT 12" _J= PLAN VIEW AUDIBLE ALARM di , ELEV. & ALARM LIGHT APPLY COAL TAR EPDXY TO INTERIOR OF WET WELL 3/4" x 11" ANCHOR BOLTS TO EXTEND 7" INTO BASE cV 6" 4" CHECK VALVE CHECK VALVE (TYP.) GALVANIZED IRON 3" FLOOR DRAIN JOSAM 38353 -92, SLOPE OUTLET PIPE 1/2" PER FOOT ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE 2 - #4 BARS NOTES: r 3" ELEV. M 4" PLUG VALVE WITH HANDWHEEL (TYP -2) 4" PLUG VALVE (TYP.) - 6 "x4" REDUCER (MJ) PRECAST CONCRETE FLOOR WITH 6 "x6 "WWM 4 "- 45° BEND (MJxMJ) 1. 1 & 2 ARE CHECK VALVES 2 . 3, 4, & 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" x 18" x 4" REBAR 4. MJ JOINTS ARE TO BE RESTRAINED WITH IP I G G :E R` T • - 22i 5. PUMPS SHALL BE FLYGT MODEL NP 3153. 181 HT ; IMPELLER - 461 ;DIAMETER - 285MM ;SPEED - 1755 ; DISCHARGE SIZE - 4 INCH ; VOLTAGE - 460 ; FREQUENCY - 60 HZ ; PHASE - 3 ; HP - 20 CURVE 63 - 461 - 00 - 6050. 6 "x4" REDUCER (MJ) - 4" DUCTILE IRON ALL MJ JOINTS MUST BE RESTRAINED 6 "x4" WYE (MJ) EXISTING GRADE 6 "x4" WYE (MJ) 4" CAM LOCK & CAP FOR EMERGENCY PUMP OUT 6 "x4" TEE (MJ) BY -PASS PUMP CONNECTION j / i, 6"x4" TEE (MJ) PUMPING STATIONS DIM A DIM B DIM C DIM D DIM E DIM F DIM G DIM H ELEV J ELEV K ELEV L ELEV M DIMENSIONS 8 „ 4" DI 121/2" 24" 36" 6' -0" MIN. 7.67 0.39 8.00 10.00 ELEV. AT CONST. PER PUMP MANUFACTURERS REQUIREMENT No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Lift Station.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers Architects (Lk. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 BACKWASH PUMP STATION Sheet No. c_ CONFORMED DOCUMENTS - CONSTRUCT 70LF OF 18" RWM BY HORIZONTAL DIRECTIONAL DRILLING CONSTRUCT 70LF OF 6" FM BY HORIZONTAL A DIRECTIONAL DRILLING 2" PVC IRRIGATION 6" FORCE MAIN NOT TO SCALE 2" IRRIGATION FEED LINE DETAIL 18" RECLAIMED WATER MAIN LAKE JESUP 6" FROM ARTESIAN WELL CONSTRUCT 6" PVC FORCE MAIN (MINIMUM 3' COVER) CROSS SEMINOLE AIL CONSTRUCT INTAKE STRUCTURE AND PIER 380' CONST. 6" - 90° BEND 5' CONSTRUCT 18" PVC RECLAIMED WATER MAIN (MINIMUM 3' COVER) 35' ORANGE AVER CONST. 18" - 90° BEND 40 TRAIL - — PAR KWAY CENTRAL WINDS STATE RD 434 SECTION A —A SCALE: HOR. 1" = 40' VERT. 1" = 4' SEMINOLE CROSS TAIL. 40' RM/ EXISTING _ RRADF EXISTING PAVEMENT — EXISTING 15" RCP W/ MES REMOVE AND REPLACE AS — REQUIRED ONST. x — y 10 f 18 12" REDUCER C MIN. 12° MIN. EXISTING — � 12 "x8 "TEE — CONST. — 18" - 45 BEND 12" MIN CONST. 18 — CONST. — 22.5° BEN \-18" RW — 6" FORCE MAIN 12" - 45° BEND 130' - 18" RW HDD DIRECTIONAL DRILL 130 LF A OF 18' PVC RECLAIMED WATER MAIN CONST. 18" x 12" REDUCER ACONST. B E N D EXISTING 12" x 8" TEE /- EXISTING 8" RECLAIMED WATER MAIN CONST. 110 LF OF 6" PVC BY HORIZONTAL DIRECTIONAL DRILLING CONST. 6" - 45° BENDS VE AND VALVE CONSTRUCT 18" PVC RECLAIMED WATER MAIN (MINIMUM 3' COVER) 5' OLD SR 434 RI�N CONSTRUCT 6" PVC FORCE MAIN (MINIMUM 3' COVER) 0 100 200 GRAPHIC SCALE R z EXISTING 12" RECLAIMED WATER MAIN CONSTRUCT 6" TAPPING CONNECT TO EXISTING 6" FORE BEGIN CONSTRUCTION OF OFF SITE PIPING, AT POINTS OF CONNECTION TO EXISTING SYSTEM EXISTING 6" FORCE MAIN No. A A A A Date 3/17/11 5/27/11 6/10/11 Revision ADD CONSTRUCTION ENTRANCE LOCATION ADDENDUM NO. 1 DRC REVIEW By WCG WCG WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ 1" =100' Date: MARCH 19, 2009 Job No. W04141 File: 09 Site Piping Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 OFF SITE PIPING PLAN Sheet No. C-12 CONFORMED DOCUMENTS 4 PROPOSED GRADE ELEVATION = 9.5 ± ELEV. 9.75 PROPOSED GRADE ELEVATION =14.0' ± PROPOSED GRADE HWL ELEVATION = 12.0' t — 8'-6 "x7' ROLLUP DOOR /ALUMINUM HANDRAIL 1 FINISH FLOOR ELEVATION =10.0' ± 20.0' TOP OF SLAB ELEVATION = 9.75 t GRADE AT ELEVATION = 9.50' ± 60.0' r i l l 40.0' / TANK FINISH FLOOR ELEVATION = 5.0' ± HIP ROOF ELECTRICAL AND CHEMICAL ROOMS HIP ROOF TOP OF TANK/DECK ELEVATION = 14.0' t N I N 1 1 N N ALUMINUM HANDRAIL 80.0' EAST ELEVATION SCALE: 1 " =5' 80.0' ALUMINUM HANDRAIL TOP OF SLAB ELEVATION 9.75 WEST ELEVATION SCALE: 1 " =6' v�pOUpOv00� �nO��f;Op�n�n0�n0()C SOUTH ELEVATION SCALE: 1"=6' NORTH ELEVATION SCALE: 1, RETAINING WALL 40.0' ELEV. 9.25 ELECTRICAL ROOM z FINISH FLOOR ELEVATION =10.0' ± TOP OF TANK/DECK ELEVATION =14.0' ± GRADE ELEVATION = 9.5' ± TANK FINISH FLOOR ELEVATION = 5.0' ± ` TOP OF TANK/DECK ELEVATION =14.0' ± TANK FINISH FLOOR ELEVATION = 5.0' ± TOP OF TANK/DECK AND WALL ELEVATION =14.0' ± 60.0' CHEMICAL ROOM fl fl fl fl ALUMINUM HANDRAIL HIP ROOF .........(................... PROPOSED GRADE ELEVATION = 9.5' ± PROPOSED GRADE ELEVATION = 14.0' ± TANK FINISH FLOOR ELEVATION = 5.0' ± No. A A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ AS SHOWN Date: March 19, 2009 Job No. W04141 File: Tank Elevations.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O. A. Nn. 3275) Architects (Lk. Nn. .1A2600926) Surveyors (LB. No. 7743) Landscape Arch. (Li, No. Lco000298) Planners Environmental Scientists Construction Management Traffic / Transportation 1917 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG- #32928 STORAGE TANK ELEVATIONS Sheet No. e CONFORMED DOCUMENTS FINISHED GRADE COMMON FILL // 12" (TYP.) // �/��/ / M4, /1/*� i /0,, N.T.S. W/ SIZE OF PIPE SEE NOTE 4 PIPE O.D. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE NOTE 8) SELECT COMMON FILL UNDISTURBED (SEE NOTE 3) TRENCH WIDTH VARIES NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN THE CITY RIGHT -OF -WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT -OF -WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL CAUTION BURIED RECLAIMED WATER LINE BELOW NOTE: Standard Non - Detectable Warning Tape Reclaimed Water Line Tape is 3" Wide and Purple With Black Lettering Force Main Tape is 3" Wide and Green with Black Lettering PIPE IDENTIFICATION AND WARNING TAPE N.T.S. W.S. DETAIL 6 -9 -00 BY DT POST (OPTIONS: 2"x4" OR 2 -1/2" MIN. DIA. WOOD; STEEL 1.33 LBS /FT. MIN.) O O O TTh FDOT INDEX #102 N.T.S. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) COMMON FILL SELECT COMMON FILL BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9) NOTES: N.T.S. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) 12" (TYP.) 6' MAX ELEVATION F.D.O.T. TYPE 111 SILT FENCE L TRENCH WIDTH VARIES W/ SIZE OF PIPE PRINCIPAL POST POSITION (CANTED 20° TOWARD FLOW) OPTIONAL POST POSITIONS HI 20 °+ SECTION UNDISTURBED EARTH FINISHED GRADE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15 ", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N.T.S. SET IN EPDXY I L HANDRAIL TOP MOUNTED HANDRAIL DETAIL EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH BOX SHALL NOT REST ON VALVE OR PIPE VALVE (TYPE AS SPECIFIED) 14 THHN SOLID COPPER TRACER WIRE N.T.S. HANDRAIL DETAIL N.T.S. POST REINFORCING INSERT ALUMINUM TOE BOARD ALUM. COVER FLANGE W /SET SCREW RECLAIMED WATER I I± I � TO BE DETERMINED PIPE FLANGE WITH 4 -1/4"0 S.S. EXP. ANCHORS (TYP.) SHOWN POST INSERT SIMILAR S.S. PIPE CLAMP 3/8" S.S. CARRIAGE BOLT, NUT, & WASHER TYPICAL VALVE BOX COVER DETAILS 1 -1/2"0 PIPE HANDRAIL & POST 7 SET TOP OF VALVE BOX TO FINISHED GRADE TOE BOARD DETAIL N.T.S. 4' moll= 18 "x18 "x4" CONCRETE COLLAR WITH #4 REBAR ADJUSTABLE VALVE BOX (CAST IRON) \ MECHANICAL JOINT GATE VALVE GATE VALVE AND VALVE BOX DETAIL POST REINFORCING INSERT ALUMINUM HANDRAIL ALUMINUM TOE BOARD 36' MIN. TOP OF WALKING SURFACE PIPE RESTRAINT FOR D.I. PIPE MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE SIZE - INCHES FITTING TYPE 4 6 8 10 12 14 16 18 20 24 VERT. UP OR HORIZ 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND VERTICAL DOWN 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND BRANCH OF TEE DEAD END REDUCERS SIZE RESTR.LENGTH SIZE RESTR.LENGTH 2 8 20 4 8 17 42 15 42 6X4 31 16X6 123 6 12 29 6 12 25 60 31 60 8X4 57 16X8 106 4 7 15 37 8 15 32 77 48 77 8X6 33 16X12 60 4 18 44 9 19 39 94 63 94 10X6 59 18X8 126 5 10 21 52 11 22 45 109 79 109 10X8 32 18X12 86 6 12 24 59 12 25 52 125 94 125 12X6 82 18X16 32 6 13 27 65 14 28 58 140 108 140 12X8 59 20X12 109 7 14 30 72 15 31 64 155 123 155 12X10 32 20X16 60 8 16 32 78 17 34 70 169 136 169 14X6 103 24X12 150 9 18 37 90 19 39 82 197 164 197 14X8 84 24X16 110 TAPE N.T.S. NOTES: 1. SAND -SILT SOIL (COHESIONLESS SOIL WITH 30° INTERNAL FRICTION ANGLE, PIPE FRICTION /SOIL FRICTION RATIO = 0.75, SOIL DENSITY 90 PCF). 2. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). 3. 150 PSI DESIGN PRESSURE. FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35 %. 4. 3 FOOT MINIMUM COVER ON THE PIPE. 5. ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS DUCTILE IRON PIPE PIPE RESTRAINT FOR PVC PIPE (C -900/C -905 DR 18) MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE SIZE - INCHES FITTING TYPE 4 6 8 10 12 14 16 18 20 24 VERT. UP OR HORIZ 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND VERTICAL DOWN 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND BRANCH OF TEE DEAD END SIZE RESTR.LENGTH SIZE RESTR.LENGTH 2 5 10 23 6 11 23 56 20 56 6X4 41 16X6 159 3 6 13 32 8 16 33 79 41 79 8X4 74 16X8 137 4 8 17 42 10 20 42 102 63 102 8X6 43 16X12 79 5 10 21 50 12 24 51 122 83 122 10X6 76 18X8 163 6 12 24 58 14 28 59 143 103 143 10X8 41 18X12 111 6 13 27 66 16 32 67 163 129 163 12X6 106 18X16 41 7 15 30 73 18 36 75 182 141 182 12X8 77 20X12 141 8 16 33 80 20 40 83 201 159 201 9 17 36 87 22 43 91 219 177 219 10 20 41 100 25 50 105 253 210 253 REDUCERS 12X10 42 20X16 78 14X6 133 24X12 194 14X8 108 24X16 142 NOTES: 1. SAND -SILT SOIL ( COHESIONLESS SOIL WITH 30° INTERNAL FRICTION ANGLE, PIPE FRICTION /SOIL FRICTION RATIO = 0.6, SOIL DENSITY 90 PCF). 2. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). 3. 150 PSI DESIGN PRESSURE. FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35 %. 4. 3 FOOT MINIMUM COVER ON THE PIPE. 5. ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS C900 PVC PIPE TRACING WIRE GENERAL NOTES: TAPE 1. PIPE LINE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER, RECLAIMED WATER AND SEWER FORCE MAINS. 2. SYSTEMS - TRACING WIRE SHALL ALLOW TRACABILITY OF ALL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENTIFIED PVC VALVE BOX AT THE END OF THE RUN. TRACING WIRE CONNECTION No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. WO4141 File: Standard Details. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB.., 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 STANDARD DETAILS Sheet No. C-14 CONFORMED DOCUMENTS PROPOSED UTILITY MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS POTABLE WATER RECLAIMED WATER* SANITARY SEWER FORCE MAIN SANITARY SEWER GRAVITY MAIN STORM VACUUM TYPE R SANITARY SEWER HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL POTABLE WATER -- - - 3 ' 12 " 6 ' 12 " 6' ** 6" ABOVE 3' 6" ABOVE 12" BELOW 12" BELOW RECLAIMED WATER 12" __ — "" 3' 12" 3 ' 12" __ __ SANITARY SEWER FORCE MAIN 6' 12" 3' 12" -- -- -- -- -- -- SANITARY SEWER GRAVITY MAIN 6 , ** 6" ABOVE 3' 12" 12" BELOW FIRE HYDRANTS WI UNDERGROUND DRAINS -- -- 3' -- 6' -- 6' - 3' 2 1/2" HOSE NOZZLES BREAKABLE BARREL COUPLING OR FLANGE FINISHED GRADE DRAIN VALVE SHALL BE PLUGGED N.T.S. L NOTES: 6" STANDARD HYDRANT WITH 5 1/4" OPENING CAP CHAINS ONE PUMPER OUTLET NOZZLE ON STREET SIDE PROVIDE CONCRETE COLLAR IN PAVED AND UNPAVED AREAS LOCKING 6" HYDRANT ADAPTER AND HYDRANT TEE, OR 3/4" TIE RODS (MIN 2 PER CONNECTION PIECE) 6" CONNECTING PIECE 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW # 42 MEDALION AMERICAN DARLING B84B, OR THE MUELLER A -423. 2. THE BARREL SHALL BE PAINTED YELLOW AND TOP WHITE 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS 18 "x18" x 4" CONCRETE COLLAR WITH #4 REBAR CAST IRON BOX 6" MECHANICAL JOINT GATE VALVE FIRE HYDRANT ASSEMBLY DETAIL 3' -0" MIN COVER N.T.S. 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES PER THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. *2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 62 -610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. * "4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND GRAVITY SANITARY SEWER MAY BE REDUCED TO 3 FEET IF THE BOTTOM OF THE WATER MAIN IS LOCATED AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SEWER. 5. AT UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED ABOVE OR BELOW THE OTHER UTILITY PIPELINE MAXIMIZING THE SEPARATION OF PIPELINE JOINTS. ALTERNATIVELY, WATER MAIN JOINTS MUST BE: A. AT LEAST 3' FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR UNRESTRICTED PUBLIC ACCESS RECLAIMED WATER. B. AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS, AND ALL OTHER TYPES OF RECLAIMED WATER. 6. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED TOUCHING ANY PART OF A SANITARY MANHOLE OR STORM SEWER MANHOLE OR INLET STRUCTURE. MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS LEGEND • FLOATING TURBIDITY BARRIERS • •i• • • • • • Current ,Structure Alignment TURBIDITY BARRIER APPLICATIONS A TURBIDITY BARRIERS DETAIL 7. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS MUST BE AT LEAST 10 FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065 (2), F.S., AND RULE 64E- 6.002, F.A.C. (E.G. SEPTIC TANKS, DRAIN FIELDS, AND GREASE TRAPS). 8. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER. A. WHERE A WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE AND /OR WHERE A WATER MAIN CROSSING HAS LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN JOINTS: B. WHERE A WATER MAIN IS BEING LAID LESS THAN 3 FEET HORIZON- TALLY FROM ANOTHER PIPE LINE AND /OR WHERE A WATER MAIN IS BEING LAID WITH LESS THAN THE REQUIRED MINIMUM VERTICAL SEPARATION: N.T.S. FDOT INDEX NO. 103 1. USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS, FORA GRAVITY OR VACUUM TYPE PIE LINE. 2. USE OF WELDED, FUSED OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPE. 3. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST 4" THICK FOR EITHER PIPE. 1. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25" THICK D.I.P.), OR CONCRETE ENCASE- MENT AT LEAST 4" THICK FOR THE WATER MAIN AND THE OTHER PIPE LINE IF THE OTHER PIPE LINE CONVEYS WASTEWATER OR RECLAIMED WATER. 6' Max. STAKED TURBIDITY BARRIER GENERAL NOTES EXISTING EDGE OF ASPHALT. CONTRALTO R TO COORDINATE INSTALLATION OF AGGREGATE WITH COUNTY. NOTE: INSTALL SHOWER WITH ALL GALVANIZED PIPING, SUPPORTS, ETC. SUPPORT FROM STRUCTURE AS REQUIRED 1 1/4" SUPPLY (ROTATE TEE TO ACCOMMODATE SUPPLY LINE LOCATION) PROVIDE FLOW ALARM, SEE ELEC. DWGS. BRADLEY MODEL 51931- AL -SR, O/E COMBINATION SHOWER & EYE WASH SAFETY STATION NOT TO SCALE 1 1/4" INDIRECT WASTE LINE ANCHOR SUPPLIED BY MANUFACTURE. (TYP.) 1/2" EXPANSION JOINT SLOPE SHOWER / EYEWASH STATION DETAIL N.T.S. 20'R MIN. W WHEELS SUPPLY IF ATER NECESSARY TO WASH 4 0 • °r � O O r /� ?•�:�• -^ • i�� d J OV O �•\ CT 20'R MIN. dP•' ril' go O� Q�OQ a�J?..� - : f;jto is COARSE AGGREGATE MIN 12" THICK 50' MIN PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, FDOT SIZE No. 1 (1 2" TO 3 i ") MINIMUM THICKNESS 6" WITH GEOTEXTILE UNDERLINER. LE TEMPORARY CONSTUCTION ENTRANCE DETAIL No. A A A A Date 3/17/11 Revision ADD BMP TO DETAILS By WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Standard Details. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 STANDARD DETAILS Sheet No. C-15 CONFORMED DOCUMENTS 16'_10" 3' -0" 3' -0" 12'_8" 8 „ 8 ,, ENTRY V ENTRY V / SHOWER/ STATION • • • • • • 1 I' • • • • • D -101 C ROOM 1018 ELECTRICAL ROOM CHEMICAL ROOM F.F. EL. = 10.0 • • w Y 0 X O w a O 0 O D -101C PORTABLE EXTINGUISHER TYPE MINIMUM (TYP. ) O FIRE A -C, 20 LB. ROOM • _� UTILITY SINK D -1018 OA 101A ,A 1 550 GALLON SODIUM HYPOCHLORITE ODIS 4333 3NRi0lH0 STORAGE TANK D -101A OA • • • • • • • • • • I I • • 20 8" AC SLAB FLOOR PLAN SCALE: 1/4", 10'-0" F. F. EL =10.0 NORTH ELEVATION SCALE: 1/4 "= 1 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 10'-0" CONCRETE SLAB CONCRETE SLAB 16" HDPE LAKE SUCTION PIPE ALDRIDGE - BENGE FIREFIGHTER SAFETY ACT OF 2008 1. THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR. 2. THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL NOT BE LESS THAN 4 FEET (48 INCHES). 3. THE DISTANCE ABOVE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL NOT BE MORE THAN 6 FEET (72 INCHES). 4. THE MALTESE CROSS SIGN SHALL BE OF A REFLECTIVE MATERIAL 5. INSTALL KNOX BOX PER FIRE DEPARTMENT REQUIREMENTS. Q 6. INSTALL "DANGER CHLORINE" SIGNS ADJACENT ALL DOORS TO CHEMICAL ROOM AND WITHIN CHEMICAL ROOM. 8" CMU DOOR SCHEDULE ROOM DESIGNATION CHEMICAL- 101A CHEMICAL- 101A ELECTRICAL - 101B DOOR NUMBER D -101A, B D -101C D -101 D DOOR SIZE WIDTH HEIGHT DOORS TYPE A MAT'L AL AL AL FIN FRAMES TYPE A A MAT'L AL AL FIN FIRE RATING (MIN) HARD- WARE SET NOTE NO. NOTES ROLLUP DOOR SINGLE DOOR SINGLE DOOR SEE DETAIL A FOR HEAD, THRESHOLD AND JAMB DETAILS HARDWARE SET 1 CONSISTS OF HINGES, KICKPLATE, LOCKSET AND CLOSER- HOLD OPEN ARM ALL HARDWARE TO BE STAINLESS STEEL. 1. VERIFY ALL DOOR SIZES AND FRAMES PRIOR TO INSTALLATION TO ASSURE PROPER OPERATION OF THE DOOR UNIT. 2. ALL EXTERIOOR DOORS AND FRAMES SHALL BE ABLE TO WITH STAND 110 MPH WIND LOAD. 3. EXTERIOR SWINGING DOORS SHALL BE OPERABLE BY A FORCE OF NOT MORE THAN EIGHT AND ONE -HALF POUNDS APPLIED TO THE LATCH STILE. 8 "x16 "CMU LINTEL COMP.FILLER ROD & SEALANT EACH SIDE FRAME(FRP OR ALUM) DOOR (FRP OR ALUM) EQ DOOR JAMB ROOM NO. 101 WALL MTL. CMU RATING FINISH SYS 16 COLOR CEILING MTL. DW RATING FINISH SYS 17 COLOR FLOOR MTL. S -GONG. RATING FINISH SYS 9 COLOR NONE HIP ROOF SCALE: 1/4 DOOR HEAD MO DOOR DETAILS NTS EQ WEST ELEVATION ROOM FINISH SCHEDULE SYS 16 S -GONG. DW SYS 17 ALL MASONRY SHALL BE SEALED PER SECTION 09900 SYSTEM No. 16 SMOOTH FINISHED CONCRETE DRYWALL ALL CONCRETE SHALL BE SEALED PER SECTION 09900 SYSTEM No. 17 THRESHOLD SET IN GROUT ROUGH OPENING 0.0417 5" ALUMINUM DOWNSPOUT I I I 7- 8 CMU F. F. EL =10.0 ROLL -UP DOOR DOOR THRESHOLD SEE SCHEDULE FRAME TYPES 0.0417 NTS NTS SEE SCHEDULE DOOR TYPES PANIC HARDWARE KEYED LOCK SET No. A 0 A Date 6/10/11 Revision DRC REVIEW By WCG No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Building Elevations. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 ELECTRICAL /CONTROL BUILDING FLOOR PLAN, ELEVATIONS AND DOOR SCHEDULE Sheet No. 4 9 1 CONFORMED DOCUMENTS J:\ W04141 \DWG \Lake Jesup Planslake Jesup Conformed1W04141 S1 Lake Jesup Building Elevations.dwg Jun 22, 2011 PREFABRICATED TRUSS ROOF TRUSS SYSTEM HURRICANE ANCHORS AT EACH TRUSS IMBEDDED IN CONCRETE PROVIDE END STRAPPING IN ADDITION TO THE TRUSS STRAPPING SEE DETAIL, THIS SHEET FINISHED FLOOR 6" ABOVE FINISHED GRADE #4 BARS 18" O.C.E.W. SCALE: 1/2" = 1' -0" FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR CQ1\1P NFN'> S & CLADDING CALCULATIONS CONFORM ' ITD ASCE 7-05 Building Inf ativni Job Info7r n 1iw ' '114 (;l nl7alip�ts7`ypp; WA1LL(3F£iv']@1C$: Im pur�treFnexvr: ' - ` .Mb Nti�mber; W44141. �:�Wv(.' Yegorg: 'S '7—"i �� E'ornp:�n}hi�me C. Engineers i]itr�roua3u(ylFnctor(k� Q�9 IMi�Rk4fM7i9+11. isiy;paxed77y: FNl:Anydtlw. 7 »terna3 kxi5gisl'� �ae71iu 0.7& 1Ja'tcFT"ne: 91191:tU$] 8..17 AM nleon xe'oTiHteFght {#E}.' IZ G(t�nt3�Ism�. W7a[ew Springs +��tdiag '73 .JabAeseilptFFon: ( 7aR7ra�easc' 8ee�ain�£dAo4sfnr- Ilooritevuooe Rnaf Sbpg� 'I Yy: Veidt7tot.EntlZonc ( ttj. Ckpenin�i9u1 •Jc11F9peu77],7)ase.II plat! ant: 4nc11f] pnoin,. q) ce;(f t/ I1�rcnirs S iittP in) IL t3Ta ini;{ k] t3tikC�l ()I 17�1� £ +I= kw„iFSfFIlM1�6l L'pes 1 I , au ]n kab 1 - •A' II 6.6. .� (. ills: ) r'C;II'mgram I'iles',Structures tntossationall4Windlwind toast ** OPENING MARK DESIGNATIONS FOR EXTERIOR DOORS, WINDOWS AND LOUVERS ARE SHOWN ON THE BUILDING PLAN AND ELEVATIONS AND CORRESPOND TO THE INFORMATION SHOWN ON THE CHART ABOVE ASPHALT SHINGLES 30# FELT (MIN.) PROVIDE 4" THICK R -19 BLANKET INSULATION //,\/// VAPOR BARRIER COMPACTED FILL 8 "x16" CONC. BLOCK EL. 10.00 TYPICAL WALL SECTION GEORGIA PACIFIC 5/8" DENSARMOR PLUS ABUSE GUARD PAPERLESS DRYWALL SPECKLED AND PAINTED, FASTEN PERPENDICULAR TO TRUSSES WITH 5D COOLER NAILS OR 1 -1/4" DRYWALL SCREWS @ 7" O.C. 1 /2" EXTERIOR PLYWOOD DECKING PROVIDE 2x4 BLOCKING STAGGERED BETWEEN TRUSSES (TYP.) #5 DOWEL 2 - #5 CONTINUOUS fons; 3/4" HARDIEBOARD TRIM BOARD COVERED WITH ALUMINUM FASCIA 5" ALUMINUM RAIN GUTTER UMINUM SOFFIT EXTERIOR TO HAVE STUCCO IS PAINT INTERIOR ALUMINUM DOWNSPOUT (2 LOCATIONS) 1 - #5 BAR AT FILLED CELLS WHERE SHOWN ON PLANS OVERLAP BARS 25" CONCRETE SPLASH PAD 2 ROWS, CONCRETE FILLED "U" BLOCK W/ 1 - #5 BAR CONTINUOUS EACH ROW (BOTH ROWS TO BE POURED SIMULTANEOUSLY WITH 3000 P.S.I. PEA ROCK MIX) AT OPENINGS THE PRECAST LINTEL TAKES THE PLACE OF ONE ROW OF U- BLOCKS. SEE DETAIL THIS SHEET NOTES: 124/2011 1. PROVIDE SOIL STABILIZATION BENEATH THE SLAB. 2. CONCRETE FLOOR SURFACE TO BE SEALED. 3. REINFORCING BARS TO BE ASTMA615 GRADE 60. 4. SLAB AND TERMITE TREATMENT AND VAPOR BARRIER ARE REQUIRED PER FBC -2007. FORMS 16" BOND BEAM CONTINUOUS AROUND BUILDING DETAIL SCALE: 1" = 1' -0" BUILDING AND ROOFING MATERIALS: THE TRUSS SYSTEM FOR THE BUILDING SHALL BE AN ENGINEERED SYSTEM DESIGNED AND CONSTRUCTED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT DRAWINGS FOR APPROVAL OF THE TRUSS SYSTEM WITH THE ENGINEER'S SIGNATURE AND RAISED SEAL. THE TRUSSES SHALL BE CONSTRUCTED OF SOUTHERN YELLOW PINE WITH NOMINAL DIMENSIONS NOT LESS THAN 2" x 4 ". THE TRUSSES SHALL NOT BE SPACED ANY GREATER THAN 24" APART. THE DESIGN OF THE TRUSSES SHALL COMPLY WITH THE FLORIDA BUILDING CODE AND LOCAL CODES TO INCLUDE WIND LOADS RESULTING FROM HURRICANES. THE TRUSS MANUFACTURER SHALL ALSO ADVISE THE CONTRACTOR OF ANY SPECIAL ANCHORING REQUIREMENTS FOR THE TRUSS SYSTEM. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH THE INSTALLATION OF THE TRUSSES. CONTRACTOR TO FURNISH HURRICANE ANCHORAGE SYSTEM WITH A MINIMUM UPLIFT STRENGTH REQUIRED BY THE TRUSS SUPPLIER. SHINGLES SHALL BE ELK TIMBERLINE COOL SERIES. COLOR SHALL BE BARKWOOD. ROOF SHEATHING TO BE 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD WITH CLIPS AND FASTENED TO THE TRUSSES WITH 8d GALVANIZED BOX NAILS AT 6" O.C. AT EDGES AND AT INTERMEDIATE FRAMING. SHEATHING SHALL BE COVERED WITH 30# FELT. SHEATHING SHALL BE SEPARATED BY ALUMINUM CLIPS. THE DRIP EDGE, SOFFIT AND FASCIA SHALL BE ALUMINUM WITH A FACTORY APPLIED ENAMEL COATING. THE DRIP EDGE, FASCIA AND SOFFIT SHALL BE ATTACHED USING ALUMINUM NAILS. GUTTERS AND DOWNSPOUTS SHALL BE PROVIDED ALONG BOTH SIDES OF THE BUILDING. THE MATERIAL OF THE GUTTERS AND DOWNSPOUTS SHALL MATCH THE FASCIA AND SOFFIT. A MINIMUM OF TWO DOWNSPOUTS SHALL BE PROVIDED. THE CONTRACTOR SHALL ALSO PROVIDE A SPLASH BLOCK AT THE BOTTOM OF EACH DOWNSPOUT. THE SPLASH BLOCK SHALL BE CONCRETE. MASONRY UNITS TORE 8 "x8 "x16" IN ACCORDANCE WITH ASTM C90. MORTAR SHALL BE TYPE . M . OR 'S IN ACCORDANCE WITH ASTM C270. SEE SPECIFICATIONS FOR INTERIOR AND EXTERIOR PAINTING REQUIREMENTS. No. A A A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Building Details.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers Architects Surveyors Landscape Arch. Planners Environmental Scientists Construction Management Design/ Build (C.O.A. N. 3215) (Lic. No. AA2600926) (L.B. Na. 7143) (Lk. N. LC00002.) 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 ELECTRICAL /CONTROL BUILDING SECTION AND DETAILS Sheet No. S-2 CONFORMED DOCUMENTS ROOF WIND UPLIFT PRESSURES (PSF) EFFECTIVE WIND AREA ROOF ZONES V =110 MPH, EXP. B, I = 1.0 BUILDING CATEGORY II, Cpi = +/- 0.18 10 20 50 100 (1) +10.0/ -21.8 +10.0/ -21.2 +10.0/ -20.5 +10.0/ -19.9 (2) +10.0/ -36.5 +10.0/ -32.6 +10.0/ -27.5 +10.0/ -23.6 (3) +10.0/ -55.0 +10.0/ -45.5 +10.0/ -33.1 +10.0/ -23.6 COMPONENT AND CLADDING WIND PRESSURES EFFECTIVE WIND AREA WALL ZONES v=110 MPH, EXP. B, I = 1.0 BUILDING CATEGORY II, Cpi = +/- 0.18 10 20 50 100 (4) +21.8/ -23.6 +20.8/ -22.6 +19.5/ -21.3 +18.5/ -20.4 (5) +21.8/ -29.1 +20.8/ -27.2 +19.5/ -24.6 +18.5/ -22.6 GENERAL CONDITIONS: 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS, AND ASCE 7 -05. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND /OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. IT SHALL BE THE SOLE RESPONSIBLY OF THE CONTRACTOR FOR INITIATING, MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PROCEDURES. 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, PRE - ENGINEERED METAL BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. SPECIALTY ENGINEERED PRODUCTS A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. HANDRAILS 2. MISCELLANEOUS STEEL 10. DESIGN LOADS: A. DESIGN WALL LOADS: 1. 250 PSF SURCHARGE. 2. 70 PCF EQUIVILENT FLUID PRESSURE. B. DESIGN ROOF & DOCK LIVE LOAD: 1. 100 PSF C. DESIGN WIND LOAD: (IN ACCORDANCE WITH FBC 2007 AND ASCE 7 -05.) 1. BASIC WIND SPEED (3 SECOND GUST): 110 MPH 2. WIND IMPORTANCE FACTOR, I = 1.15 3. BUILDING CATEGORY: III 4. WIND EXPOSURE CATEGORY: B 5. COMPONENTS AND CLADDING WIND PRESSURE: SEE WIND LOAD SCHEDULE THIS SHT. 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 D. BUOYANCY LOADS: 1. 100 YR. FLOOD ELEV. = +9.75' (VERIFY W/ CIVIL PRIOR TO FABRICATION & CONSTRUCTION.) 2. T /MAT ELEV. = +5.0' 3. BUOYANCY HEAD = +9.75'- 5.0' +2.0' (MAT THICKNESS ) = 6.75 FT. 11. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS WILL NOT BE PERMITTED. B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT /ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR INCLUDING THE CURTAIN WALL GLAZING SYSTEM SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW BY THE ARCHITECT /ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF OBSERVATIONS. 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. PRECAST HOLLOW CORE PLANKS 1. EDGE DISTANCE A = 6 FEET O ® O ELEVATION FOUNDATION: FOUNDATION DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 PSF AS RECOMMENDED IN A REPORT PREPARED BY NODARSE AND ASSOCIATES PROJECT N0. 01 -09- 0088 -102A DATED 10/08/09. 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOWABLE BEARING PRESSURE. 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. CONCRETE: CONCRETE MEMBERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1 ". B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. C. 5000 PSI CONCRETE SHALL HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.40. 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL CONFORMING TO ASTM A -615 GRADE 60. SUBMIT ALL REINFORCING STEEL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. 7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES ", AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 12. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE PLACEMENT. 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC SUPPORT REINFORCEMENT_ TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. 15. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 16. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION SHALL BE KEPT BY THE CONTRACTOR ON SITE. 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. A 1. EDGE DISTANCE A = 6 FEET PRECAST HOLLOW CORE PLANK: PRECAST PLANKS SHALL BE PRESTRESSED HOLLOW CONCRETE PLANK WITH THE SIZE INDICATED ON THE DRAWINGS. THE PLANKS SHALL BE MACHINE EXTRUDED WITH A ZERO SLUMP. 2. PRECAST MANUFACTURER SHALL BE A CERTIFIED PLANT UNDER THE PCI PLANT CERTIFICATION PROGRAM. THE PLANT SHALL CONFORM TO THE PCI 116 - MANUAL FOR QUALITY CONTROL. 3. PRECAST UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. PRESTRESSING STRANDS SHALL BE UNCOATED 7 WIRE CABLE CONFORMING TO ASTM A416,421. 5. PRECAST MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS WHICH BOTH SHALL BE SIGNED AND SEALED BY A LICENCES PROFESSIONAL ENGINEER. 6. PRECAST SHALL BE DESIGNED IN ACCORDANCE WITH ACI 318 AND 311 AND THE LIVE LOAD DEFLECTION SHALL BE SHALL NOT EXCEED THE SPAN /360. 7. PRECAST SHALL MEET THE FIRE RESISTANCE RATING FOR BOTH RESTRAINED AND UNRESTRAINED FOR THE RATINGS REQUIRED BY THE ARCHITECTURAL DRAWINGS. 8. PRECAST HOLLOW CORE UNITS SHALL HAVE 3 INCH MINIMUM BEARING. PLANKS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 9. POINT SHIMMING SHALL NOT BE PERMITTED, IF SHIMS ARE REQUIRED THEY SHALL BE CONTINUOUS. 10. ALL OPENINGS SHALL BE COORDINATED WITH ALL TRADES. OPENINGS LARGER THAN 6 INCH SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL NOT CUT OPENINGS IN THE PLANKS WITHOUT THE PLANK MANUFACTURER'S WRITTEN APPROVAL. 11. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE 12. PLANKS SHALL BE DESIGNED FO THE SUPERIMPOSED LOADS INDICATED IN THE STRUCTURAL NOTES. 13. A 1:3 CEMENT -SAND GROUT MIX SHALL BE USED FOR GROUTING THE KEYWAYS. KEYWAYS SHALL BE GROUTED PRIOR TO PLACING TOPPING OR ANY OTHER SUPERIMPOSED LOAD. I 14. CONCRETE TOPPING SHALL BE NORMAL WEIGHT CONCRETE WITH F'c = 3000 PSI. PREPARE PLANK SURFACE TO RECEIVE TOPPING PER MANUFACTURER'S RECOMMENDATIONS. 15. EXTREME CAUTION SHALL BE USED WHEN DRILLING OR SHOOTING INTO PLANKS. CONTRACTOR CONSULT WITH PLANK MANUFACTURER PRIOR TO DRILLING OR SHOOTING INTO PLANK. PLAN STANDARD ACI HOOK (TYP.) ADDITIONAL HORIZ CORNER BARS. MATCH WALL HORIZ. REINF. 2" CLR L- SHAPED CORNER DETAIL CC -1 EXTEND 48 BAR DIA. U.N.O. ON PLAN TYPICAL SLAB AND WALL OPENING DETAILS N.T.S. 1' -0" 2" CLR. CC -2 COLUMN TYPES WALL VERT. & HORIZ. REINF. PER SECTIONS 62 BAR DIA. LA (4) #6 VERT. BARS #3 TIES AT 12" 0.C. (8) #8 VERT. BARS #3 TIES AT 12" 0.C. PROVIDE (2) #5 X 4' -0" LG. RE- ENTRANT TOP AND BOT. AT EACH CORNER. SPACE AT 3" 0.0. PROVIDE HALF THE AMOUNT OF BARS INTERRUPTED BY SLAB OPENING ON EACH SIDE OF OPENING. SPACE BARS AT 3" 0.0. PROVIDE (2) #5 X 4' -0" LG. RE- ENTRANT TOP AND BOT. AT EACH CORNER. SPACE AT 3" O.C. PROVIDE HALF THE AMOUNT OF BARS INTERRUPTED BY SLAB OPENING ON EACH SIDE OF OPENING. SPACE BARS AT 3" 0.0. HEDULE �\ ADDT'L #4 HAIR EACH WAY AT CENTER OF BEA 2" CLR. CONCRETE BEAM SEE PLAN & SC STANDARD ACI HOOK CONCRETE BEAM SEE PLAN & SCHEDULE CONC.COLUMN SEE PLAN DOWELS M COLUMN REINF. PR 48 BAR D SPLICE • • w w TYPICAL INTERIOR CONCRETE COLUMN NOTE: H.C. PLANKS NOT SHOWN FOR CLARITY CONC.COLUMN SEE PLAN STANDARD ACI HOOK STANDARD ACI 90° HOOK CONC.COLUMN SEE PLAN & SCHEDULE 2" CLR. PIN M ATCH ERT. OVIDE IA. LAP 4 T /MAT SEE PLAN MAT, SEE PLAN ADDT'L #4 HAIRPIN EACH WAY AT CENTER OF BEAM CONC.COLUMN SEE PLAN & SCHEDULE DOWELS MATCH COLUMN VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE T /MAT SEE PLAN MAT, SEE PLAN TYPICAL EXTERIOR CONCRETE COLUMN NOTE: H.C. PLANKS NOT SHOWN FOR CLARITY HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2589 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engin Architects Surveyors Landscape Arch Planners Environmental Scientists Construction Management Design/ Build (C.O.A. No. 3215) (Lic. No. AA2600926) (LB. No. 7143) (Lic. No. LC0000298) 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK - GENERAL NOTES Sheet No. s-3 CONFORMED DOCUMENTS PRESTRESSED CONCRETE PILE SCHEDULE PILE NO. SIZE UNFACTORED AXIAL LOAD (K) UNFACTORED LATERAL LOAD (K) PILE TIP ELEV. (FT.) 104' -0" ESTIMATED PILE LENGTH (FT.) P -1 14" SQ. 9.8 4.0 —26 +5 31 P -2 14" SQ. 9.8 90' -0" (9 EQUAL PILES AT 10' -0 ") 15 P -3 14" SQ. 9.8 4.0 —2 4' -0" 7 DOCK AT STRUCTURE INTAKE EL . = T I I 1 1 I I I T 1 1 1 I I I I I 1 1 I I I I I T/ DO CH EL. 2 _ 0 L NHWL II LJ I__I I_ _I - � — L–_ _ EL = - 10.0' LJ JLJ LJ LJ PILE TIP PRESSTRESSED SEE PLAN $ CONCRETE PILE & SCHEDULE EL. = - 260' LJ LJ PRESSTRESSED CONCRETE SEE PLAN & SCHEDULE LJ PILE LJ LJ LJ PILE TIP $ PRESTRESSED CONCRETE PILE SCHEDULE PILE NO. SIZE UNFACTORED AXIAL LOAD (K) UNFACTORED LATERAL LOAD (K) PILE TIP ELEV. (FT.) APPROXIMATE PILE CUT OF ELEV. (FT.) ESTIMATED PILE LENGTH (FT.) P -1 14" SQ. 9.8 4.0 —26 +5 31 P -2 14" SQ. 9.8 4.0 —10 +5 15 P -3 14" SQ. 9.8 4.0 —2 +5 7 BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING CB -1 8 X 16 (2) #5 (2) #5 — #3 AT 6" O.C. 24" (6) #6 (6) #6 (2) #6 #3 AT 12" 0.C. CONCRETE PILE CAP SCHEDULE PILE CAP WIDTH DEPTH TOP REINF. BOTT. REINF. INT. REINF. STIRRUPS PC -1 30" 24" (4) #6 (4) #6 (2) #6 #3 AT 12" O.C. PC -2 48" 24" (6) #6 (6) #6 (2) #6 #3 AT 12" 0.C. c0 EL. = —2.0' PILE TIP L T 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUCTURAL CONCRETE TOPPING (TYP.) W/ 6X6 W1.4 X W1.4 WWF T L r L T LJ 1 LJ 1 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUCTURAL CONCRETE TOPPING (TYP.) W/ 6X6 W1.4 X W1.4 WWF P 1 r � LJ r� 1 1 I 1 I r SCALE: 3/16" = 1' -0" SCALE: 3/16" = 1' -0" 90' -0" (9 EQUAL SPACES AT 10' -0 ") INTAKE STRUCTURE DOCK FRAMING PLAN 104' -0" P -1 P -1 14'-0" INTAKE STRUCTURE DOCK - PILE PROFILE 16 77' 8 O -8 -16 -24 -32 1. DATA LISTED ON PILE SCHEDULE IS PER GEOTECHNICAL REPORT BY NODARSE & ASSOCIATES, INC. VERIFY ELEVATIONS PRIOR TO FABRICATION & CONSTRUCTION. NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. DOCK FRAMING PLAN NOTES: 1.) SEE PLAN FOR TOP OF MAT ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF MAT ELEVATIONS PRIOR TO FABRICATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) P —# DENOTES PRESTRESSED CONCRETE PILE, SEE SCHEDULE THIS SHEET. 9.) PC —# DENOTES CONCRETE PILE CAP, SEE SCHEDULE THIS SHEET. 10.) ALL HOLLOW CORE PLANKS SHALL BE 6" THICK (E'c = 5000 P51). 11.) TOPPING SHALL BE 2" MIN. NORMAL WEIGHT CONCRETE (F'c = 4000 PSI) W/ 6x6 — W1.4 X W1.4 W.W.F. 12.) SUPERIMPOSED LOADING: DEAD = 10 PSF (IN ADDITION TO CONCRETE TOPPING) LIVE = 100 PSF 13.) CB —# DENOTES CONCRETE BEAM, SEE SCHEDULE THIS SHEET. HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date 05127111 Revision ADDENDUM By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Lk. No. _492600 926) Surveyors (LB. No. 7143) Landscape Arch. (Lic No. LC0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 INTAKE STRUCTURE DOCK STRUCTURAL PLAN Sheet No. CONFORMED DOCUMENTS V-3" 5-6" 1' -3" / 6" HOLLOW CORE PLANKS W/ 2" MIN. CONC. TOPPING, SEE PLAN , ,- x x x x x x x x np I I CCM 1p 111 x x x x 11111 (V U ` PTT r - IT S , p - - 1 DRILL 1/4" DIAMETER HOLE IN— EACH CORE OF EACH PLANK 1' -0" FROM FACE OF PILE 2 CAP (TYP) FOR DRAINAGE. CLR. VERIFY WITH PLANK SUPPLIER. C OF PILE SEE PLAN 1 CONCRETE PILE CAP SEE PLAN & SCHEDULE SECTION 3/4" = 1' -0" C OF PILE 2" CLR. ALUMINUM GUARDRAIL POST AND BASE PLATE @ 5' -0" 0.C. MAX SEE C -10. 1/4" NEOPRENE PAD BETWEEN BASE PLATE AND CONCRETE CONCRETE EDGE 7 ALUMINUM GUARDRAIL, SEE SHEET C -10. 6" # 4X 8 » B » AT 4' -0" 0.C. (1) #4 CONT. 6" #4 X - 124" AT 4' -0" 0.C. (4) #4 X 26" LONG DOWELS DRILL & EPDXY 6" INTO PILE (EACH PILE) PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE 6" #4 X — I 24" AT 4' -0" 0. 3" MIN. BRG. CLR. (4)44 X 26" LONG DOWELS — DRILL & EPDXY 6" INTO PILE (EACH PILE) • SECTION 3/4" = 1' -0" • • C OF PILE & PILE CAP —L- 2" CLR. 3" MIN. BRG. (1) #4 CONT. 6" #4 X - 124" AT 4' -0" 0.C. CONCRETE PILE CAP SEE PLAN & SCHEDULE � (4) STAINLESS STEEL 3/8 "0 X 3 -1/2" EMBED HILT! HAS RODS IN HILT! HY150 EPDXY (TYP.) ALUMINUM GUARDRAIL POST SEE SHEET C -10 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUC. TOPPING, SEE PLAN PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. Nn. 7143) Landscape Arch. (Li, No. LC0000293) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS Sheet No. s-5 CONFORMED DOCUMENTS FIN. GRADE EL. = 14.00 0 2' -0' VERIFY W/ CIVIL \ FIN. GRADE EL. = 10.00 VERIFY W/ CIVIL 2' -0" 24" THICK CONCRETE MAT W / #7 AT 12" 0.C. E.W. TOP & BOTTOM EL. = 5.00 T.O. MAT 30'— 60'— 5'— a 0 CC -1 CC -1 CC -1 CC— FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL 8" THICK CONCRETE RET. WALL W / #5 VERT. AT 10" 0.C. AND #4 HORIZ. AT 12" 0.C. T /WALL ELEV. = 14.00' FIN. GRADE EL. = 14.00 0 VERIFY W/ CIVIL 30'— k EL. = 5.00 0.0. MAT 24" THICK CONCRETE MAT W / #7 AT 12" 0.C. E.W. TOP & BOTTOM FIN. GRADE EL. = 10.00 0 VERIFY W/ CIVIL r ( 1-2'-0" J �2— 0" FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL FIN. GRADE EL. = 10.00 VERIFY W/ CIVIL 0 Ground Storage Tank - Foundation Plan SCALE: 1/8" = 1' -0" SLAB ON GRADE BY OTHERS SLAB ON GRADE BY OTHERS 0 0 ELECTRICAL /CHEMICAL BUILDING BY OTHERS 0 NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. FOUNDATION NOTES: 1.) SEE PLAN FOR TOP OF MAT ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF MAT ELEVATIONS PRIOR TO FABRIATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) C —# DENOTES REINF. CONCRETE COLUMN. SEE DETAILS ON SHT. S -3. 9.) MB -1 DENOTES 5' -0" WIDE MAT BEAM W/(10) #7 TOP & BOTTOM. HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. Nn. 7143) Landscape Arch. (Li, No. LC0000293) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK - FOUNDATION PLAN Sheet No. s-6 CONFORMED DOCUMENTS BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING CB -2 SEE DETAIL (6) #8 (6) #8 (2) #5 #4 © 4" O.C. = 14.00 0 3 ii) SLOPES DOWN DORE F DORE F I. TOPF FIN. GRADE EL. VERIFY W/ CIVI FIN. GRADE VERIFY W/ CIVI EL. 0 -0 FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL ( \ VERIFY W/ CIVIL Observation Deck - Framing Plan SCALE: 1/8 = 1' -0 z ELECTRICAL /CHEMICAL BUILDING BY OTHERS N • 20" 12" • �• • • N J • CB -2 (F'c = 5000 PSI) 4" TOP REINF. IN (2) LAYERS, SEE SCHED. ON THIS SHT. •-N.-- I—INTERMEDIATE REINF. DIVIDED EQUALLY EA. FACE, SEE SCHED. �k ON THIS SHT. BOTTOM REINF. IN (1) LAYER, SEE SCHED. ON THIS SHT. NOTES 1. TOP STEEL SHALL BE IN (2) LAYERS. 2. INTERMEDIATE REINFORCING SHALL BE DIVIDED EQUALLY EA. FACE. 3. F'c = 5000 PSI. 4. SEE DETAIL ON THIS SHT. NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. OBSERVAION DECK FRAMING NOTES: 1.) SEE PLAN FOR TOP OF DECK ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF DECK ELEVATIONS PRIOR TO FABRIATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, SLAB OPENING DETAILS, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) CB —# DENOTES REINF. CONCRETE BEAM. SEE SCHEDULE ON THIS SHT. OBSERVATION DECK HOLLOW CORE PLANK NOTES: 1.) ALL HOLLOW CORE PLANKS SHALL BE 10" THICK (F'c = 5000 P51). 2.) TOPPING SHALL BE 2" MIN. NORMAL WEIGHT CONCRETE (F'c = 4000 PSI) W/ 6x6 — W1.4 X W1.4 W.W.F. 3.) SUPERIMPOSED LOADING: DEAD = 10 PSF (IN ADDITION TO CONCRETE TOPPING) LIVE = 100 PSF HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. A, 7143) Landscape Arch. (Li, No. LC00(10298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 OBSERVATION DECK — FRAMING PLAN Sheet No. s-7 CONFORMED DOCUMENTS k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6" 2 4, @ 4' -0" O.C. IN GROUTED KEYWAY OR CORES FIN. GRADE VERIFY W /CIVIL \/ WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) FIN. GRADE VARIES VERIFY W /CIVIL /\// / j \/ SECTION 3/4" = 1' -0" 2" CLR. TYP. STANDARD ACI HOOK (TYP.) ALUMINUM GUARDRAIL, SEE SHEET 0 -10. 3" MIN. BEARING 2" CLR. TYP. SECTION 3/4" = 1' -0" CONC. TOPPING, SEE PLAN NOTES #6 VERT. AT 10" O.C. EACH FACE #5 HORIZ. AT 8" O.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED EQUAL (TYP.) • SEE PLAN CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. HOLLOW —CORE PLANK SEE PLAN FIN. GRADE SEE PLAN VERIFY W /CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL 4 T/ DECK SEE PLAN #4 x 6" 2 @ 4' -0" O.C. IN GROUTED KEYWAY OR CORES CONCRETE RETAINING WALL SEE PLAN FOR STEM THICKNESS AND REINFORCEMENT #5 AT 24" O.C. TRANSV. TOP (3) #5 CONT. BOTTOM k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6"1„„ @ 4' -0" 0.C. FREE DRAINING GRANULAR BACKFILL WRAPPED W/ FILTRATION GEOTEXTILE PER GEOTECHNICAL REPORT'S RECOMMENDATIONS WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) • SECTION 3/4" = 1' -0" 1" LAP -2" CLR. TYP #4 x 8 "6 8" @ 4' -0" O.C. CONC_ TOPPING, SEE PLAN NOTES HOLLOW —CORE PLANK SEE PLAN #6 VERT. AT 10" O.C. EACH FACE #5 HORIZ. AT 8" O.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED EQUAL (TYP.) • CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. T/ DECK SEE PLAN k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6" 4, @ 4' -0" 0.C. =1 FIN. GRADE VARIES \, \/ / / / VERIFY W /CIVIL • o / o / / /ICS C • •\o / C moo o �Q i IK CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED ' EQUAL (TYP.) ti � I � N U FREE DRAINING GRANULAR BACKFILL WRAPPED W/ FILTRATION GEOTEXTILE PER GEOTECHNICAL REPORT'S RECOMMENDATIONS WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) SEE PLAN 2" CLR. TYP. #4 x 8"8" @ 4' -0" O.C. CONC_ TOPPING, SEE PLAN NOTES 1 1 T/ DECK SEE PLAN SECTION 3/4" = 1' -0" 1" LAP 2" CLR. TYP. HOLLOW —CORE PLANK SEE PLAN #6 VERT. AT 10" 0.C. EACH FACE #5 HORIZ. AT 8" 0.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) /// //i U CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. CONC. BEAM, SEE PLAN & SCHEDULE CONC. TOPPING, SEE PLAN NOTES HOLLOW —CORE PLANK SEE PLAN HWL I I I I I I I I - - -L - SECTION 3/4" = 1 -0" HOLLOW —CORE PLANK SEE PLAN CONT. L 4x4x1 /4 W/ 5/8"o X 5" H.S. @ 4' -0" 0.C. HWL EA. SIDE OF BEAM 5/8 "x5" LONG H.S. @ 4' -0" O.C. IN GROUTED KEYWAY FIELD WELD. EA. SIDE OF BEAM CONC. TOPPING, SEE PLAN NOTES T/ DECK SEE PLAN CONC. COLUMN BEYOND HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION 2509 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (t. B. No. 7143) Landscape Arch. (Lic No. LC0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK/ OBSERVATION DECK - STRUCTURAL SECTIONS Sheet No. S-8 CONFORMED DOCUMENTS ABBREVIATIONS GENERAL NOTES mU ❑U ZCn < (nX0 �p ma Q HcuC7ZZZU) H U� a ❑U)�U) J W 2HU m�S<U22? <U < < Q Q Q « « « « « Q Q Q Q< Q m m m m m m m O V U U U U U U U U U U O O O O D U U U U U U U ❑❑❑❑❑❑❑❑❑❑❑ 0 W W W W W W W W W W W W W W W W W W W W W LL �I �I W I AMBER, AMPERE, ALARM ALTERNATING CURRENT AIR CIRCUIT CURRENT AIR COOLED CONDENSING UNIT AMPERE FRAME ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT AMPS INTERRUPTING CAPACITY ALUMINUM AUGMENTATION FACILITY CONTROL PANEL ANNUNCIATOR AMERICAN NATIONAL STANDARDS INSTITUTE ALARM RELAY AMERICAN STANDARDS ASSOCIATION AMMETER SWITCH AMPERE TRIP AUTOMATIC TRANSFER SWITCH AUXILIARY AMERICAN WIRE GAGE BLUE BARE COPPER OR BATTERY CHARGER BASIC IMPULSE LEVEL BREAKER BUILDING BRAKE BEARING TEMPERATURE CLOSE, COUNTER, CONTACTOR OR CONDUIT DEGREES CENTIGRADE CABINET CAPACITOR CIRCUIT BREAKER CIRCUIT BREAKER AUXILIARY CONTACT (OPEN WHEN BREAKER IS OPEN AND CLOSED WHEN BREAKER IS CLOSED C CIRCUIT BREAKER AUXILIARY CONTACT (CLOSED WHEN BREAKER IS OPEN AND OPEN WHEN BREAKER IS CLOSED OR TRIPPED) CERTIFIED BALLAST MANUFACTURERS CELL INTERLOCK CIRCUIT CHLORINE CEILING CONCRETE CONDUCTOR CONNECTION CABLE OPERATED SWITCH CONTROL PANEL CONTROL POWER TRANSFORMER CURRENT OR CONTROL RELAY CONTROL STATION CYCLE TIMER OR CURRENT TRANSFORMER CYCLE TIMER CLUTCH CYCLE TIMER MOTOR COPPER COLD WATER PIPE DIRECT CURRENT DIAMETER DOOR INTERLOCK DAMPER MOTOR OR DEMAND METER DOWN DRAW OUT DOUBLE POLE DOUBLE THROW DOUBLE POLE SINGLE THROW DIFFERENTIAL PRESSURE REGULATOR DIFFERENTIAL PRESSURE SWITCH DISCONNECT SWITCH DISCHARGE VALVE LIMIT SWITCH EMPTY CONDUIT EXHAUST FAN EX ELECTRICAL ELEVATION EMERGENCY LOCKOUT RELAY EMERGENCY ELECTRICAL MANHOLE ELECTRICAL METALLIC TUBING ENCLOSURE ELECTRICALLY OPERATED EXPLOSION PROOF ELECTRODE RELAY END SWITCH ENERGY SAVING BALLAST ELAPSED TIME METER ELECTRIC UNIT HEATER ELECTRIC VALVE ACTUATOR ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING FORWARD DEGREES FAHRENHEIT FIRE ALARM ANNUNCIATION PANEL FIRE ALARM CONTROL PANEL FLOW INDICATING TRANSMITTER FULL LOAD AMPERES FACTORY MANUAL FLOW SWITCH FEET O O a A2g,4).0 < cn _ �<a cn U w � <Q = � U U UU�a �a z 0 a 2 cn U v)2 U J C <m ❑WL�ZIL US ,< c t ,N Ow WZ2 » > < < wUUU❑aa'_Jacncn> < H UIiSJ(n mUJ . _=Z�� , U)H > 0 0 C 7 C 7 0 0 0 >>> Y Y J J J J J J J J 2 2 2 2 2 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 Z Z Z Z Z Z Z Z Z 0000000 000 GALVANIZED GENERATOR BREAKER GROUND DETECTOR GENERATOR GROUND FAULT INTERRUPTER GROUND GROUND FAULT RELAY HIGH OR HUMIDISTAT HOT CIRCUIT HANDHOLE HIGH MOTOR TEMPERATURE HAND - OFF -AUTO HAND - OFF - REMOTE HORSE POWER HIGH PRESSURE SODIUM HOUR HIGH WATER CUTOFF HERTZ (CYCLE) INPUT /OUTPUT INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS ILLUMINATING ENGINEERING SOCIETY INSTRUMENTATION ISOLATION JUNCTION BOX KEY INTERLOCK KILOVOLT KILOVOLT AMPERE KILOVAR KILOWATT KILOWATT HOUR LOW, LEVEL LIGHTNING ARRESTED LIGHTING CONTRACTOR LOCAL - OFF - REMOTE LIMIT OR LEVEL SWITCH LIGHT LIGHTING LOW WATER CUTOFF MAGNETIC MOTOR STARTER MILLIAMPERE MAXIMUM MAIN FILTER CONTROL PANEL MOTOR CONTROL CENTER THOUSAND CIRCULAR MIL MOTOR CIRCUIT PROTECTOR MOISTURE DETECTOR MAGNETIC FLOW METER MANUFACTURER MANHOLE, MOUNTING HEIGHT OR METAL HALIDE MINIMUM MAIN LUGS ONLY MOTOR OPERATED VALVE MOTOR PROTECTION RELAY MANUAL MOTOR STARTER MOTOR SPACE HEATER MOUNTED MANUAL TRANSFER SWITCH MILLIVOLT OR MERCURY VAPOR MEGA VOLT AMPERE NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CONTRACTORS NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS NON -FUSED NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NORMALLY OPEN, NUMBER NOT TO SCALE OPEN ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OVERHEAD OVERLOAD OVERLOADS OCCUPATIONAL SAFETY AND HEALTH ACT POLE PUSH BUTTON OR PULL BOX PHOTO CONTROL PROGRAMMABLE LOGIC CONTROLLER POWER FACTOR PHASE, CHEMICAL TERM PANEL PAIR PVC COATED RIGID GALVANIZED STEEL PRIMARY PROXIMITY SWITCH PRESSURE SWITCH POTENTIAL TRANSFORMER, PROGRAM POLYVINYL CHLORIDE POWER 0 N -< XXX �� « « « «« 00000 �� - --1 cncncncncncncncncncncncnc)O) �� U cn �� (ncncn��r,�DD �GOG)r �,1vEi 00ooD ��<c -1cnmmuz=mC) H11§10 �nm �r C) 53;, cn C)S CO cncnCn -D �[) A m S < 4, RED, RAISE, RELAY OR REVERSE RECEPTACLE RESISTOR RIGID GALVANIZED STEEL ROOT - MEAN - SQUARE RAPID START REPEATING TIMER RESISTANCE TYPE TEMP DETECTOR REMOTE TERMINAL UNIT SCHEDULE SECONDARY SPACE HEATER OR SHIELD SOLID NEUTRAL SINGLE POLE SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROW SELECTOR SWITCH OR STAINLESS STEEL STATION TIE BREAKER SUPERVISORY CONTROL SOLENOID VALVE SWITCH SWITCHBOARD SWITCHGEAR THERMOSTAT, TIMER, OR TOTALIZER TACHOMETER TERMINAL BLOCK TIMER CLUTCH OR TIME CLOCK TIME DELAY RELAY TELEPHONE TEMPERATURE TIMER MOTOR TORQUE TELEPHONE TERMINAL BOX OR BOARD TELEPHONE TERMINAL CABINET TYPICAL UNDERWRITERS LABORATORIES UNDERGROUND UNLESS OTHERWISE NOTED UNDER VOLTAGE UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VARMETER VARIABLE FREQUENCY DRIVE VALVE LIMIT SWITCH VOLTMETER VALVE POSITION INDICATOR VOLTMETER SWITCH VARIABLE SPEED CONTROLLER VARIABLE SPEED DRIVE WHITE, WATTS OR WIRE WATTHOUR METER WATT METER WEATHER PROOF WATER TIGHT AUXILIARY RELAY TRANSFORMER TRANSFORMER YELLOW POSITION SWITCH PHASE 1. ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.0 AND LOCAL CODES. 2. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE MECHANICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL DWGS AND APPROVED SHOP DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT. 3. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL BOXES, PANELBOARDS, CONDUITS, CONTROL PANELS ETC, AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. 4. EXPOSED FLEXIBLE CONDUITS SHALL NOT EXCEED 30 INCHES IN LENGTH FOR SIZES 2 INCHES AND LARGER, MAXIMUM OF 18 INCHES FOR SIZES 1 -1/2 INCHES AND SMALLER 5. CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED BY THE NEC AND /OR TO MAKE A WORKABLE INSTALLATION. 6. CONDUIT ENTRY INTO ELECTRICAL EQUIPMENT SHALL BE DIRECTLY BELOW OR ABOVE AND BE LOCATED EQUALLY SPACED FROM EQUIPMENT CENTERLINE No. Date Revision By y No. Date Revision By y Designed by: g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Q Engineers (c.o.A. No. 32 /5) Architects Ltc. vo._ag26uu�2c, Surveyors La No. ��4s) Landscape Arch. (L.c., LC0 000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1217 East Robinson 1Zhi sneer Orlando, Fl. 32801 Phone, 407.425.0452 F ax. 407.648.1036 ABBREVIATIONS eet No. E-1 A © Drawn by: DJK Job No. W04141 A A Checked by: WCH File: SitePlan.dwg WILLIAM C. GOUCHER, P.E. REG - #20700 © p Approved by: WCH © 2009 A A Scale: 1" = 10' CONFORMED DOCUMENTS viations.dwg Jun 23, 2011 .W04141 \DWG \Lake Jesup Plans\ Lake Jesup Conformed \Electrical Conformed Drawings\E-1 ELEMENTARY SYMBOLS ELEMENTARY SYMBOLS (CON'T) SWITCH SYMBOLS SERVICE AND DISTRIBUTION LIGHTING OUTLETS WIRE INTERSECTION POINT ® EXTERNAL CONNECTION POINT NORMALLY OPEN CONTACT H H NORMALLY CLOSED CONTACT 0 STARTER, CONTACTOR OR RELAY COIL NORMALLY OPEN PUSH BUTTON ® ® . I . NORMALLY CLOSED PUSH BUTTON MAINTAINED PUSH BUTTON rU • MOMENTARY MUSHROOM HEAD -N- NORMALLY CLOSED GEARED LIMIT SWITCH i H NORMALLY OPEN GEARED LIMIT SWITCH )2 INDICATING LIGHT 11 11 FUSE POTENTIOMETER H CAPACITOR DIODE H RES1— RESISTOR CONTROL POWER TRANSFORMER ® SWITCH MS —N-1,— MANUAL STARTER O ELECTRODE ® FLOAT SWITCH (CLOSING ON RISING LEVEL) FLOAT SWITCH 11)-7 CIRCUIT (OPENING ON RISING LEVEL) ® PRESSURE SWITCH p (CLOSING ON RISING PRESSURE) �—�'� PRESSURE SWITCH P (OPENING ON RISING PRESSURE) < VACUUM SWITCH V (CLOSING ON INCREASING VACUUM) VACUUM SWITCH (OPENING ON INCREASING VACUUM) ® TEMPERATURE SWITCH (CLOSING ON RISING TEMPERATURE) T TEMPERATURE SWITCH (OPENING ON RISING TEMPERATURE) ' FLOW ACTUATED SWITCH (CLOSING ON INCREASE IN FLOW) FLOW A CTUATED SWITCH (OPEN ON I NCREASE IN FLOW) • ON TIME DELAY SWITCH ... z.... (NORMALLY OPEN WITH TIME DELAY CLOSING AFTER COIL IS ENERGIZED) ® OFF TIME DELAY SWITCH (NORMALLY OPEN WITH TIME DELAY OPENING AFTER COIL IS DE- ENERGIZED) 7 ON (NORMAL TIME DELAY SWITCH CLOSED WITH TIME DELAY OPENING AFTER COIL IS ENERGIZED) OFF TIME DELAY SWITCH I T T (NORMALLY CLOSED WITH TIME DELAY CLOSING AFTER COIL IS DE- ENERGIZED) • TORQUE SWITCH (NORMALLY OPEN) TORQUE SWITCH (NORMALLY CLOSED) • LIMIT SWITCH (NORMALLY OPEN) LIMIT SWITCH ''''' (NORMALLY OPEN, HELD CLOSED) *CT. (NORMALLY CLOSED) LIMIT SWITCH sp.!): LIMIT SWITCH (NORMALLY CLOSED, HELD OPEN) • DIFFERENTIAL PRESSURE SWITCH (NORMALLY OPEN, CLOSING ON INCREASING DIFF.) 4 DIFFERENTIAL PRESSURE SWITCH (NORMALLY CLOSED, OPENING ON INCREASING DIFF.) S SINGLE POLE SWITCH S2 DOUBLE POLE SWITCH S3 THREE -WAY SWITCH S4 FOUR -WAY SWITCH SWp WEATHERPROOF SWITCH Sp SWITCH WITH PILOT LAMP SK KEY OPERATED SWITCH SH HAZARDOUS AREA SWITCH D DIMMER SWITCH SL SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM SLM MASTER SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM -e S SWITCH AND SINGLE RECEPTACLE .8 SWITCH AND DOUBLE RECEPTACLE SD DOOR SWITCH ST TIME SWITCH SCB CIRCUIT BREAKER SWITCH SMC MOMENTARY CONTACT SWITCH OR PUSHBUTTON FOR OTHER THAN SIGNALING SYSTEM El START /STOP SWITCH n❑ SPEED CONTROL LOCAL CONTROL SWITCH MAGNETIC MOTOR STARTER OR CONTACTOR 00 SIZE AS NOTED MOTOR CONNECTION, AS NOTED /� 5 MOTOR CONNECTION, FUTURE OR `-- EXISTING AS NOTED ❑j DISCONNECT SWITCH, SIZE AS NOTED al COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED CEILING WALL 0 1 1 SURFACE OR PENDANT MOUNTED FIXTURE ®1 �1 RECESSED FIXTURE SURFACE OR PENDANT MOUNTED 1 1 FLUORESCENT FIXTURE 1 r RECESSED FLUORESCENT FIXTURE I R I 1 TANDEM FLUORESCENT FIXTURE 1 10 RECESSED TANDEM FLUORESCENT O I I FIXTURE 1 BARE LAMP FLUORESCENT STRIP BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, FLUSH MOUNTED 1 WITH GUARD - FLUORESCENT TROFFER I--0 SURFACE OR PENDANT MOUNTED EXIT LIGHT °R �R RECESSED EXIT LIGHT © I--© BLANKED OUTLET JO HO JUNCTION BOX o- 1 °-• 1 o-40 1 POLE MOUNTED FIXTURE ® EMERGENCY LIGHT FIXTURE NOTE 1: LETTER SUBSCRIPT INDICATES FIXTURE TYPE AS DESCRIBED IN THE LIGHTING FIXTURE SCHEDULE. BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED I SIZE AS NOTED ^ SYSTEMS CABINET FIRE ALARM SYSTEM �--�F PULL STATION H❑F / HORN /LIGHT COMBINATION 1 SMOKE DETECTOR m D DUCT SMOKE DETECTOR ® TELEPHONE TERMINAL BOARD LIGHTNING PROTECTION SYSTEM AIR TERMINAL WITH CAST ADHESIVE 0 BASE MOUNT SINGLE LINE POWER DIAGRAM SYMBOLS BONDING PLATE °H TEE SPLICE .— CONDUCTOR TURNED DOWN G ROOFTOP MAIN CONDUCTOR PLAN SYMBOLS 1 1S 2S ? I 1 R S U /�� A 5 `-' 5 n T � V A V 1 L �1 i T _ I I -3F MCP C CURRENT , CIRCUIT BREAKER i l� COMBINATION MOTOR STARTER WITH MOTOR PROTECTOR. FULL VOLTAGE, NON - REVERSING, SINGLE SPEED 1 R REDUCE VOLTAGE NON - REVERSING A EDUCE OLTAG N (CLOSED TRANSITION), SINGLE SPEED OR SOLID STATE SOFT START 77 FULL VOLTAGE REVERSING SINGLE SPEED 1) FULL VOLTAGE, TWO SPEED F TWO WINDING THERMAL OVERLOADS J AC MOTOR, NUMBER INDICATES HORSEPOWER DC MOTOR, NUMBER INDICATES HORSEPOWER O GENERATOR, SIZE AS NOTED LOW VOLTAGE CIRCUIT BREAKER DRAW -OUT TYPE MEDIUM VOLTAGE CIRCUIT BREAKER DRAW -OUT TYPE LIGHTNING ARRESTOR SURGE SUPPRESSOR SURGE CAPACITOR I I FUSE POTENTIAL RMER, QUANTITY AS NOTED MOTOR CIRCUIT PROTECTOR 7 NO. INDICATES FRAME SIZE TRANSFORMER, QUANTITY AS NOTED ® KEY INTERLOCK POWER PANEL 1 LIGHTING PANEL TT TEMPERATURE TRANSMITTER PT PRESSURE TRANSMITTER ® FLOW INDICATING TRANSMITTER FE FLOW ELEMENT DENSITY INDICATING TRANSMITTER 4 LEVEL INDICATING TRANSMITTER LE LEVEL ELEMENT VM VOLT METER VS VOLT SWITCH AM AMPMETER AS AMP SWITCH MS MOTION SWITCH O FT FLOAT SWITCH FS FLOW SWITCH LS LIMIT SWITCH TS TORQUE SWITCH 0 PRESSURE SWITCH OT THERMOSTAT VS VIBRATION SWITCH 0 SOLENOID VALVE ZS ZERO SPEED SWITCH 0 TIMING RELAY ROOFTOP BONDING CONDUCTOR - -- G - -- MAIN CONDUCTOR CONCEALED BELOW ROOFTOP — — G— — BURIED COUNTERPOISE CONDUCTOR w AIR TERMINAL WITH CAST ADHESIVE BASE MOUNT FOR USE ON TOP OF r EXHAUST FAN HOUSING. RECEPTACLE OUTLET SYMBOLS -, SINGLE RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET -SPLIT WIRED 4D TRIPLEX RECEPTACLE OUTLET -SPLIT WIRED 1 SINGLE SPECIAL PURPOSE RECEPTACLE OUTLET _, (SEE NOTE 1) 1 DUPLEX RECEPTACLE SPECIAL PURPOSE OUTLET (SEE NOTE 1) 1 RANGE OUTLET (SEE NOTE 1) 1 SPECIAL PURPO CONNECTION OR PROVISION CONNECTION (S NOTE 1) 4 1 ASSEMBLY (SEE NOTE 1) 1 CLOCK HANGER RECEPTACLE � (SEE NOTE 1) 1 FAN SEE HANGNOTE E1 R RECEPTACLE ( e FLOOR SINGLE RECEPTACLE OUTLET FL OOR DUPLEX RECEPTACLE ® 1 FLOOR SPECIAL PURPOSE OUTLET (SEE NOTE 1) NOTE 1: NUMERICAL SUBSCRIPT INDICATES THE SHEET NOTE WHERE THE TYPE OF RECEPTACLE AND USAGE IS NOTED. RACEWAY SYSTEM 0 JUNCTION BOX HOME RUN TO PANELBOARD. NO. OF ARROWS INDICATE NO. OF CIRCUITS, HASH MARKS INDICATE NO. OF #12 AWG. CONDUCTORS. NO HASH MARKS INDICATE 2 #12 CONDUCTORS. CONDUIT CONCEALED IN WALL OR ABOVE CEILING CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR TO STRUCTURE OR WALL PB Li _. _ - JACK AND BORE UNDER PB EXISTING PAVEMENT COMMUNICATIONS OS INTERIOR CEILING SPEAKER El< EXTERIOR HORN SPEAKER I I WALL MOUNTED SPEAKER WP EXTERIOR HANDSET 111 DESKTOP HANDSET N FLOOR TELEPHONE OUTLET - PUBLIC I� FLOOR TELEPHONE OUTLET - PRIVATE • FLUSH OUTLET BOX AND COVER PLATE 0 FLUSH FLOOR MOUNTED OUTLET BOX AND COVER PLATE No. Date Revision By y No. Date Revision By y Designed by: g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Q Engineers (c.o.A. �-". 32/5) Architects Lu.N 6U 7143) surveyors (L B. �o. ��43) Landscape Arch. (cic. v o. rc0000zss) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson sneer Orlando, Fl 328 Phone: 407.425.0452 Fax. 407.648.1036 SYMBOLS Sheet No. E_2 A A Drawn by: DJK Job No. W04141 A A Checked by: WCH File: Site Plan.dwg WILLIAM C. GOUCHER, P.E. REG - #20700 A e Approved by: WCH © 2009 A A Scale: 1" = 10' 0 CONFORMED DOCUMENTS BOLLARDS TYPE "D" 250W POLE MTD. SERVICE TRANSFORMER AS TREATMENT DIRECTED BY PROGRESS UNIT (E -6) ENERGY HIGH SERVICE PUMPING (E -7) (STORAGE TANK) /- 1- 2/C #16SH -3/4" INFLUENT FLOW TO AFCP '— METER L1 -24' -- \\ FT FE ELECTRICAL /CHEMICAL BUILDING (E -8,9) MB 131111- N -_ 0 20 GRAPHIC SCALE No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: October 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lk. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 SITE PLAN Sheet No. E CONFORMED DOCUMENTS PAD MTD TRANSFORMER 100A, 600V, RECPT FOR GENERATOR RUSSELL —STOLL JRS1044FR MANUAL TRANSFER SWITCH 100A, 3P, 600V, FUSED, OUTDOORS NEMA 4, 65kAIC RATED MIN. (MTS) RISER NOTES O ACTIVE FILTER AS DIRECTED BY MCC MANF. O CB AS DIRECTED BY VFD MFR O STATUS & ALARM TO LOCAL PLC O LINE REACTOR AS DIRECTED BY MCC MFR O MOTOR LONG LEAD FILTER AS DIRECTED BY MCC MFR O6 TVSS FURNISHED BY MCC MFR O FOR FUTURE PUMPS PROVIDE EMPTY RACEWAYS ONLY O CB SIZED BY MCC MANUFACTURER METERING PROVIDED BY MCC MANF. DISPLAY AMP, VOLTS, HZ AND HARMONICS. METER SHUNT TRIP (3) -4 "W/ 3- 400KCMIL, 44/0 EA. (1) -4" SPARE 3#2,1#6-2" 17) � W/ GFR WP / Do 120KA/ MODE 0 #4/0 TO GND BAR RWP PUMP #1 ' 7,, ffi I (3) -4" W /3- 400KCMIL, 44/0 EA. (1) -4" SPARE VFD VFD (156A) (156A) RWP PUMP #2 225A WP RWP PUMP #3 225A 1000A, 480V, 30, 3W, 65KAIC D ffi FUTURE VFD (156A) I L RWP PUMP #4 (FUTURE) 0 POWER RISER 225A RATED MCC -1 I D 40 INF. PUMP #1 WP r WP WP 40 40 INF. PUMP #2 INF. PUMP #3 ACKWASH MP STATI O N D 60A BOOSTER AIR COMPRESSOR PUMP STATION (5HP) N 1 MCC -1 FRONT VIEW (VARIES W/ MFR) L — J PNL L1 50A 30KVA, 480 - 120/208V, 30, 4W T1 # t 30 TVSS 10 KA /MODE No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: OCTOBER 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 POWER RISER Sheet No. E -4 CONFORMED DOCUMENTS RWP #1 INFLUENT PUMP #1 INFLUEN', PUMP #3 FCP1 AC IVE FILE ER FCP2 RWP #2 FUTURE FCP3 RWP #3 BOOSTER PS RWP #4 INFLUENT SIZE 3 AIR PUMP #2 SPARE COMP. MLO PANEL L1 SPACE PAD MTD TRANSFORMER 100A, 600V, RECPT FOR GENERATOR RUSSELL —STOLL JRS1044FR MANUAL TRANSFER SWITCH 100A, 3P, 600V, FUSED, OUTDOORS NEMA 4, 65kAIC RATED MIN. (MTS) RISER NOTES O ACTIVE FILTER AS DIRECTED BY MCC MANF. O CB AS DIRECTED BY VFD MFR O STATUS & ALARM TO LOCAL PLC O LINE REACTOR AS DIRECTED BY MCC MFR O MOTOR LONG LEAD FILTER AS DIRECTED BY MCC MFR O6 TVSS FURNISHED BY MCC MFR O FOR FUTURE PUMPS PROVIDE EMPTY RACEWAYS ONLY O CB SIZED BY MCC MANUFACTURER METERING PROVIDED BY MCC MANF. DISPLAY AMP, VOLTS, HZ AND HARMONICS. METER SHUNT TRIP (3) -4 "W/ 3- 400KCMIL, 44/0 EA. (1) -4" SPARE 3#2,1#6-2" 17) � W/ GFR WP / Do 120KA/ MODE 0 #4/0 TO GND BAR RWP PUMP #1 ' 7,, ffi I (3) -4" W /3- 400KCMIL, 44/0 EA. (1) -4" SPARE VFD VFD (156A) (156A) RWP PUMP #2 225A WP RWP PUMP #3 225A 1000A, 480V, 30, 3W, 65KAIC D ffi FUTURE VFD (156A) I L RWP PUMP #4 (FUTURE) 0 POWER RISER 225A RATED MCC -1 I D 40 INF. PUMP #1 WP r WP WP 40 40 INF. PUMP #2 INF. PUMP #3 ACKWASH MP STATI O N D 60A BOOSTER AIR COMPRESSOR PUMP STATION (5HP) N 1 MCC -1 FRONT VIEW (VARIES W/ MFR) L — J PNL L1 50A 30KVA, 480 - 120/208V, 30, 4W T1 # t 30 TVSS 10 KA /MODE No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: OCTOBER 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 POWER RISER Sheet No. E -4 CONFORMED DOCUMENTS LIGHTING FIXTURE SCHEDULE MARK WATT DESCRIPTION MFR (OR APPROVED EQUAL) A 140 1x4 SURFACE MTD., VAPORTIGHT, FLUORESCENT, BUGTIGHT, FIBERGLASS, GASKETTED, POLYCARBONATE LENS, WET LOCATION, 120V CLASS P BALLAST (2) -40WRS LAMPS ROBERT PVT- 240- LEX -WL B 50 WALL MTD., HPS 50W FIXTURE, FULLY GASKETTED, DARK BRONZE, ALUM. REFLECTOR, POLY CARBONATE REFRACTOR, 120V, DIE -CAST ALUM. HOUSING FULL CUT -OFF GE: CRITERION CCDX- 05- S- 1 -N -1 -B -DKBZ C 150 SEE DETAIL A BELOW D 250 SEE DETAIL B BELOW _ EMERGENCY LIGHTING UNIT, 12V, SEALED LEAD CALCIUM BATTERY WITH TEST, AUTOMATIC CHARGER, DOUBLE HEAD PAR 36 LAMP, TAMPER ALERT, UL STANDARD 924, TEST SWITCH 120V CHLORIDE 12MF -CBL III EMERGENCY LIGHTING UNIT. 12V, NICKEL CADMIUM MAINTENANCE FREE BATTERY, UL LISTED POLYCARBONATE HOUSING, NEMA 4X, 120V. EMERGI-LITE 12KSC -50 -2F 18" AIR TERMINAL BASE COVER SS ANCHOR BOLTS CONC BASE TYPICAL POLE MOUNTED FIXTURE DETAIL 'A' NOT TO SCALE TYPE 'C' LUMINAIRE, ONE PIECE DIE CAST ALUM. HOUSING 150W MH TYPE III, BRONZE FINISH, AUTO -REG BALLAST, ANODIZED ALUM. REFLECTOR, UL WET LOCATION, GASKETED GE OR EQUAL #2 BC GND TO GRID FIBERGLASS 4" (MAX) SQUARE POLE, DARK BRONZE SMOOTH FINISH, 100MPH W/ 1.3 GUST FACTOR, CAST ALUM. HANDHOLE ALUM. ANCHOR BASE AS MANF. 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No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Lic. No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 SCHEDULES Sheet No. E -5 CONFORMED DOCUMENTS I�Yi�TY 11111 FCP -1 1110 11 Inv ® 0 21 PREFILTER PF -1 PREFILTER PF -2 ®® 1 INF LULN 1 PUMPS MCC - 1 O MCC - 1 ■. III IP— NIOINI ■ me, 'me, 111 111 Nift • ! ° o j o %11 II II AT TURB, L1 -25 BCP BCP c BCP \ 15 FS P11 \ 15 1 FS \\ FL U S H I G PUMPS ID - o ® MCC - 1 _I I— II II / == p \ (: O D1 pl \ I III FCP -3 FCP -2 I/, \i' - I ® - 9 AL iL Ilia I` _ i . TREATMENT PLAN SCALE: 1 /2" = 1'-0" ■ 5 #10 -3/4" TO L1 -22,23 // MCC -1 BACKWASH PUMP STATI ❑N SHEET NOTES IP -2 ® 5 #14 -3/4' TO AFCP ® EC TO MCC ® EC TO AFCP ® 30 #14- 1 -1/4" TO MFCP ® 18 #14 -3/4' TO AFCP ® 1- 2/C #16SH -3/4' TO AFCP LOCAL HOA Z.( • 3 #12 -3/4' TO MFCP ® 10 #14 -1' TO MFCP ® EC TO MFCP 10 4 #12 -3/4' TO MFCP 11 20 #14- 1 -1/4" TO MFCP 12 1'ALUM, #12TW PR DATA TYPE "C" 150W POLE MID. (TYP,) 5 #10 -3/4" (TYP,) TO AFCP No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A 8 Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 3/8 " =1' Date: OCTOBER 15, 2010 Job No. W04141 File: Treatment Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA oplb Engineers C.O.A. No. 3215) Architects (L • No. AA2600926) Surveyors (L.B. No. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.2036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 TREATMENT PLAN Sheet No. CONFORMED DOCUMENTS 5 1#10 -3/4" TO L1 -18, 21 (500 GPM) PUMP NO.1 JOCKEY (1500 GPM) PUMP NO.2 i i ''' O O O O O O (1500 GPM) PUMP NO.3 (FUTURE) FE L1 -19 PT L1 -20 0 0 AT CL2 ANALYZER L1 -24 CONCRETE SLAB EL. 9.75 SHEET NOTES 0 1- 2/C #16SH -3/4" TO AFCP 2® 5 #14 -3/4" TO AFCP O3 TO VFD ® 5 #14 -3/4" TO AFCP ® EC TO VFD ® EC TO AFCP 0 5 #14 -3/4" TO AFCP No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 3/8 " =1' Date: OCTOBER 15, 2010 Job No. W04141 File: Pump Station. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. N. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT, P.E. REG - #42593 HIGH SERVICE PUMP STATION Sheet No. E -7 CONFORMED DOCUMENTS o[A Engineers Architects Surveyors Planners Landscape Architects Environmental Scientists Construction Management Design / Build 1117 East Robinson Street, Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 (C.O.A. No. 3215) - (Lic. No. AA2600926) (L.B. No. 7743) - (Lic No. LC0000298) CITY OF WINTER SPRINGS LAKE JESUP RECLAIMED WATER AUGMENTATION FACILITY CITY OFFICIALS: MAYOR: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY COMMISSIONER: CITY MANAGER: PUBLIC WORKS / UTILITY DIRECTOR: PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 CHARLES LACEY JEAN HOVEY RICK BROWN GARY BONNER JOANNE KREBS CADE RESNICK KEVIN L. SMITH KIPTON LOCKCUFF, P.E. DRAINAGE ALLEN R C E . LANE, JR., P.E. G #60144 FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite Odando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 STRUCTURAL HAROLD G. HIGGENBOTHAM REG - #56467 EMI EB 6160 WILLARD C. HOANSHELT,P.E. REG - #42593 APRIL 2011 giggi EMEIZINEI VICINITY MAP SHEET INDEX C -1 C -2 C -3 C -4 C -5 C -6 C -7 C -8 C -9 C-10 C-11 C -12 C -13 C -14 C -15 S -1 S -2 S -3 S -4 S -5 S -6 S -7 S -8 E -1 E -2 E -3 E -4 E -5 E -6 E -7 E -8 E -9 E-10 V -1 V -2 COVER SHEET GENERAL NOTES SURVEY SITE PLAN DEMOLITION, GRADING AND DRAINAGE PLAN TREATMENT PLAN AND SECTION HIGH SERVICE PUMP STATION AND SECTIONS CROSS SECTIONS AND DETAIL CHEMICAL FEED SYSTEM DETAILS INTAKE STRUCTURE BACKWASH PUMP STATION OFF SITE PIPING PLAN STORAGE TANK ELEVATIONS STANDARD DETAILS STANDARD DETAILS ELECTRICAL /CHEMICAL BUILDING FLOOR PLAN, ELEVATIONS AND DOOR SCHEDULE ELECTRICAL /CHEMICAL BUILDING SECTION AND DETAILS GROUND STORAGE TANK GENERAL NOTES INTAKE STRUCTURE DOCK STRUCTURAL PLAN INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS GROUND STORAGE TANK FOUNDATION PLAN OBSERVATION DECK FRAMING PLAN GROUND STORAGE TANK/ OBSERVATION DECK STRUCTURAL SECTIONS ABBREVIATIONS SYMBOLS SITE PLAN POWER RISER SCHEDULES TREATMENT PLAN HIGH SERVICE PUMP STATION ELECTRICAL /CONTROL BUILDING LIGHTING PLAN ELECTRICAL /CONTROL BUILDING POWER PLAN DETAILS ELECTRICAL /CONTROL BUILDING VENTILATION PLAN ELECTRICAL /CONTROL BUILDING DETAILS Sheet No. c CONFORMED DOCUMENTS SITE PREPARATION 1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT -OF -WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT -OF -WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD. THE CONTRACTOR SHALL MARK ALL TREES THAT ARE TO BE REMOVED PRIOR TO CONSTRUCTION. HE IS TO VERIFY WITH OWNER AND ENGINEER, ANY TREES THAT ARE TO BE REMOVED PRIOR TO REMOVAL. 5. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES THAT ARE TO REMAIN. 6. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING FOR SITE CONSTRUCTION. LIMITS OF CLEARING ARE INDICATED BE LOCATION OF SILT FENCE OR OTHER NOTES ON PLANS. 7. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFF SITE DISPOSAL AREAS. EXCAVATION AND FILL 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60- 553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. FILL MATERIAL SHALL BE PLACED IN 6" LAYERS AND THOROUGHLY COMPACTED. 3. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE WORK AREA, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENT, SLOPES OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 4. FILL MATERIALS SHALL NOT CONTAIN ANY MUCK. STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. FILL SHALL BE CLEAN, NON - ORGANIC, GRANULAR MATERIAL WITH NOT MORE THAN 10% PASSING THE NO. 200 SIEVE. 5. FILL AREAS ARE TO BE COMPACTED AS SHOWN IN THE PROJECT SPECIFICATIONS. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. 6. ALL MATERIALS EXCAVATED SHALL BE UTILIZED TO BRING THE SITE TO FINAL GRADES. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS. DEWATERING 1. IN THE EVENT THAT GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE SJRWMD. THE ENGINEER AND /OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED. 2. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. WATER DISCHARGED FROM THE SITE SHALL BE CLEAN WITH NO SILTS OR OTHER SOLIDS. THE CITY HAS THE RIGHT TO VISUALLY INSPECT THE DISCHARGED WATER FROM THE SITE TO VERIFY THAT THE WATER APPEARS CLEAN AND IS NOT IMPACTING THE DOWNSTREAM PORTION OF THE STORMWATER SYSTEM. THE CONTRACTOR IS TO ABIDE BY THE REQUIREMENTS OF THE CITY, FDEP AND WATER MANAGEMENT DISTRICT PERMIT REQUIREMENTS, FOR CLEAN WATER DISCHARGE. 3. AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER. SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THAT BEARING SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM THE EXCAVATION SHALL BE DISCHARGED TO PREVENT RE -ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS, PONDS, OR OTHER WATER BODIES. THE METHOD OF DISPOSING OF WATER PUMPED FROM THE EXCAVATION SHALL BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL. A RESTORATION 1. ALL DISTURBED AREAS SHALL BE SODDED WITH ARGENTINE BAHIA SOD. SEE SPECIFICATIONS SECTION 02920. GENERAL PROJECT DATA: 1 • FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THE ENGINEERING PLANS SHALL BE DATED AS APRIL, 2011. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). 2 • SURVEY INFORMATION PREPAIRED BY SOUTHEASTERN SURVEY & MAPPING CORP. OWNER /OPERATOR THE CITY OF WINTER SPRINGS WILL OWN, OPERATE AND MAINTAIN THE RECLAIMED WATER AUGMENTATION FACILITY BEING CONSTRUCTED. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE UTILITY AND JURISDICTIONAL AGENCIES. EXISTING UTILITY LOCATIONS 1 • THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO COMPENSATION FROM THE UTILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING AND /OR RELOCATING ALL UTILITIES 2 . LINES, INCLUDING IRRIGATION LINES IN THE AREA OF CONSTRUCTION ACTIVITIES. IF ANY EXISTING LINES ARE BROKEN OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES, THE CONSTRUCTOR SHALL BE RESPONSIBLE FOR REPAIRING THE LINES, AT NO ADDITIONAL COST TO THE OWNER, TO EXISTING OR BETTER CONDITION AND FULLY FUNCTIONAL. A SINGLE POINT UTILITY LOCATION SERVICE HAS BEEN SET UP FOR PARTICIPATING UTILITIES. CONTRACTOR IS TO 3 • CONTACT THE SUNSHINE STATE ONE CALL CENTER AT LEAST 2 AND NO MORE THAN 5 WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. CONTRACTOR SHOULD CONTACT NON - PARTICIPATING UTILITIES SEPARATELY FOR THEIR FIELD LOCATING OF FACILITIES. PER FLORIDA STATUTE 553,851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY 2 WORKING DAYS PRIOR TO STARTING EXCAVATION. QUALITY CONTROL TESTING REQUIREMENTS ALL TESTING RESULTS FOR NEW CONSTRUCTION SHALL BE PROVIDED TO THE UTILITY. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE UTILITIES' SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. NO TESTING TO BE SCHEDULED ON MONDAY OR FRIDAY. NOTICE OF APPLICABILITY WHEREVER STATE, COUNTY, CITY OR LOCAL STANDARD SPECIFICATIONS DIFFER FROM THOSE CONTAINED HEREIN: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UTILITY FOR CLARIFICATION. TYPICALLY THE MORE STRINGENT SHALL GOVERN. CONSTRUCTION TRAILER CONTRACTOR SHALL PROVIDE CONSTRUCTION TRAILER PER SECTION 01520. TRAILER SHALL BE LOCATED WITHIN DESIGNATED FENCED AREA AT AN AGREED UPON LOCATION. ACCESS TO SITE ACCESS TO THE SITE IS FROM STATE ROAD 434 AS SHOWN ON THE SURVEY. GENERAL CONSTRUCTION REQUIREMENTS: ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFF SITE AREAS ARE REQUIRED TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL 1 PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMITTING NPDES "NOTICE OF INTENT" (N.O.I.) AND "NOTICE OF TERMINATION" (N.O.T.) NOTICES TO THE EPA OR LOCAL STATE AGENCY HAVING JURISDICTION OVER THE NPDES PROGRAM. THE CONTRACTOR SHALL KEEP ONSITE A COPY OF THE SWPPP, NOI, AND WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER WITH THE INSPECTION REPORTS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL 2 • THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND 3. REPLACED, AS NECESSARY, BY SAME. AS- BUILTS AS- BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST TWO WEEKS PRIOR PRIOR TO SUBMITTING A REQUEST FOR SUBSTANTIAL COMPLETION. ALL AS -BUILT DATA SHALL BE PROVIDED BY A FLORIDA 4. LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS (PAVEMENT, WATER SYSTEM, ETC.) FOR ADDITIONAL AS -BUILT REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS- BUILTS. AS- BUILTS SHALL CONTAIN, AT THE MINIMUM, BUT NOT LIMITED TO, SWALE TOP OF BANK, TOE OF SLOPE, ROAD GRADE ELEVATIONS, 5 • CONCRETE PAD ELEVATIONS, FINISHED FLOOR ELEVATION AND DITCH BOTTOM INLET INFORMATION. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER UTILITY AS- BUILTS. AS- BUILTS SHALL INCLUDE THE LOCATION OF ALL VALVES, BENDS AND PIPE SIZES. CONTRACTOR SHALL ALSO PROVIDE HORIZONTAL LOCATION 6 • MEASURED FROM PROPERTY LINE AND /OR ADJACENT BUILDING OR SLABS. ALL BENDS ARE TO BE LOCATED FROM PERMANENT FEATURE SUCH AS BUILDING OR CONCRETE PAD. DRAINAGE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE ADEQUATE DRAINAGE IS PROVIDED TO THE EXISTING SITE DURING CONSTRUCTION. AT NO TIME SHALL THERE BE FLOODING ON THE SITE AS A RESULT OF THE 1 • CONSTRUCTION. GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE 2 • POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. ALL SURFACES IN AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3 • ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY 4 • SMOOTH, COMPACTED FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE - GRADER OPERATIONS NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SODDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES 5 • REESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. LIMITS OF DISTURBANCE AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH NO COMPENSATION FROM THE UTILITY. LAYOUT AND CONTROL BENCHMARK INFORMATION IS SHOWN ON THE SURVEY, SHEET C -3. CONTRACTOR'S SURVEYOR SHALL SET PERMANENT BENCHMARK ON SITE. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. TREE REMOVAL THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES SHOWN ON THE CONTRUCTION PLANS, AS BEING SAVED SHALL BE REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER. CLEARING AND GRUBBING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION. MATERIAL STORAGE / DEBRIS REMOVAL ALL MATERIALS EXCAVATED SHALL BE UTILIZED TO BRING THE SITE TO FINAL GRADES. MATERIALS STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS. EROSION AND SEDIMENT CONTROL EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. LOCAL AND STATE JURISDICTIONAL AGENCIES SHALL BE REFERRED TO AND IMPLEMENTED DURING ALL CONSTRUCTION. AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PRE - CONSTRUCTION MEETING. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 1. STOCKPILING MATERIAL NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. 2. EXPOSED AREA LIMITATION THE SURFACE OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS. 3. INLET PROTECTION INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 4. TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 5. TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE MEASURE, OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES. 6. TEMPORARY GRASSING THAT SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 7. TEMPORARY RE- GRASSING IF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. MAINTENANCE ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE EPA NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) REGULATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST ALSO PREPARE AND SUBMIT A NOTICE OF INTENT (NOI) FORM TO FDEP 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. UNDER PROVISIONS OF THE CLEAN WATER ACT. OPERATOR(S) OF CONSTRUCTION SITES, PURSUANT TO CONDITIONS OF THE NPDES PERMIT, MUST SUBMIT A NOI TO OBTAIN COVERAGE UNDER THE NPDES STORM WATER CONSTRUCTION GENERAL PERMIT. NOI'S MUST BE SENT TO THE FOLLOWING ADDRESS: NPDES STORMWATER PROGRAM 2600 BLAIR STONE ROAD MAIL STATION 2500 TALLAHASSEE, FL. 32399 PHONE: (850) 245 -7522 Pipe Color Coding Coat all exposed piping, conduit and appurtenances to conform to a color code as shown in the following table: Equipment & Piping Stream Backwash Chlorine Solution Compressed Air Drain Equipment Final Filter Effluent Pre - Filter Effluent Water, Raw Water, Non - Potable Water, Reclaimed Color Tan Safety Yellow Safety Green Light Gray Match Piping Aqua Tan Olive Green Blue w/ Black Bands Pantone Purple Label Code BW CLS CA FE Fl RAW NPW RW Lettering Color No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH /GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: General Notes.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers Architects Surveyors Landscape Arch. Planners Environmental Scientists Construction Management Design/ Build (C.O.A. N. 3215) (Lic. No. AA2600926) (L.B. Na. 7143) (Lk. N. LC00002.) 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 GENERAL NOTES Sheet No. C-2 CONFORMED DOCUMENTS W 0) O z W 0) Q W 0 : 0) O 0) LOT 3, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR- OD00 -003C CLEANTHI Z. PETERS D. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 SSMC + FENCE S3 1 2 IRON PIPE WITH STEEL CAP S 5.8', E 0.8' BUCK D 3, LC (EAST 1 /2) E NOTE 15 ) EAST STATE ROAD 43 1020 X PARCEL ID� 0030 26 -20 -TA30 5AR -ODO - USTEES LAURA WINCEY, CO -TRUSTEES MORE OR A A N CHARLES W 5 715 A LEVY 248,945.4 SQUARE FEET ( THE E CONTAINING: S S L A K E Y J E O g F g U P 5 D.R. M P LAT LO 00K 1' P AGE APPROXIMATE LIMITS OF FLOOD ZONE "X" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 HEADWAL -BT 29.69 30.3 00 3 0.44 O Q au_ h �o CO Qo 2r ��J 27.35 o , IN LET I 26'88 1014 TOP =215 p N INV =2.37 g 2764 S INV= 20.03� 27.24 IJ R 24 "RCP I� o °o 'O INLET 0 TOP =24.42 S INV-20.86 LOT 20, BLOCK D o 0 0 0 D (f) m � o � LB3778 FOUND 1" UTILITY P OLE #6257 EL= 24.702 8 INV. =20.27 F F FLORIDA AL AERIAL EASEMENT BOOK PAGE 453 0 Lr D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 RETENTION AREA LOT 4, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0040 GERTRUD & WILLIAM S. BROWNING, TRUSTEES LOT 2, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0010 CITY OF WINTER SPRINGS INV. =20.74 D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE J E S S U P PLAT BOOK 1, PAGE 5 • • YY P.O.L. h ex: INV RCP -0 - BTL INV. =19.56 NV. =18.44 LEGEND AND ABBREVIATIONS = CONCRETE MONUMENT = GUY WIRE = IRON ROD = LIGHT POLE = NAIL & DISC = TANK (UNKNOWN) = POINT ON LINE = POWER POLE = BENCH = NON- TRAFFIC SIGN = WELL = WATER VALVE = INVERT ELEVATION = REINFORCED CONCRETE PIPE = MAILBOX = WOVEN WIRE FENCE = FLAT GRATE INLET = BURIED TELEPHONE LINE -x- A/C CONC. NAD EL FF DIP CMP PVC RETENTION AREA = POST FOUND 4 "X4" LB1 = SERVICE POLE cn = HOSE BIB = CHAIN LINK FENCE = TREE SIZE SHOWN IS TRUNK DIAMETER IN INCHES MA =MAPLE CY= CYPRESS G =GUM C =CEDAR FOUND 4 LB1 FOUND 1' LB3778 = AIR CONDITIONING = CONCRETE = NORTH AMERICAN DATUM = ELEVATION = FINISHED FLOOR ELEVATION = DUCTILE IRON PIPE = CORRUGATED METAL PIPE = POLYVINYL CHLORIDE PIPE REV: 08/27/2003 REV: 11/07/2002 TRACT C PARKSTONE UNIT 3 PLAT BOOK 59, PAGE 19 -21 (REPEAT) STORM WATER MANAGEMENT AREA (DRAINAGE EASEMENT) REVISED CERTIFICATION EO 19.6 ADDED ACREAGE, NOTES 13 & 14 EO 3.7 9. 10. For: /1 FOUND 1 -1/4 IRON PIPE JWG SURVEY W 0.43 p p.L SET / S SMC 8'f T p EDGE OF WATER 1" = 60' GRAPHIC SCALE 0 30 60 120 APPROXIMATE LIMITS OF FLOOD ZONE "AE ", EL =10 MET HED AL E 1.1' 8.5 P.O.L. SET 5/8" POLE SSMC LB2108 SHED RETENTION AREA E 1.2' LOT 2, BLOCK C D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON L A K E J E S S U P PLAT BOOK 1, PAGE 5 CONC. BOAT RAMP Boundary & Topographic Survey Survey Date: Drawing Number Scale: 1"=60' 10 -30 -2002 47921001 Drawn By: EO City of Winter Springs Brown, Salzman, Weiss & Garganese, P.A. Old Republic National Title Insurance Co. DESCRIPTION: The East half (0 1/2) of Lot 3, Block "C ", and the East half (0 1/2) of Lot 3, Block "D" of Mitchell's Survey of Levy Grant on Lake Jessup according to plat thereof as recorded in Plat Book 1, page 5, of the public records of Seminole County, Florida. SURVEYOR'S REPORT: 1. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface features and construction plans furnished to the surveyor. Additional sub - surface utilities may exist that have not been field located. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 3. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61G17 -6 requirements. 4. Not valid without the signature and raised seal of a Florida licensed surveyor and mapper. 5. Features shown by symbol as indicated in the legend are not to scale. 6. Bearings shown hereon are based on the northerly right of way of CSX Railroad Lake Charm Branch Rail Corridor being South 82 °52'56" West. 7. Vertical information shown hereon refers to recovered benchmark at the Southwest corner of Lot 2, Block D, being a 16 penny Nail in the South face of utility pole #8257578, NAD 83, EL= 24.702 8. Based on the National Flood Insurance Program FIRM Map No. 12117C0135E, dated 04/17/1995, the above described property lies within unshaded Zone "X" determined to be outside 500 -year floodplain and shaded Zone "X" areas of 500 -year flood and Zone "AE" base flood elevation determined Elevation =10. The electronic image of this map contains horizontal positions for all features shown relative to an assumed datum. This Survey was performed without benefit of a Title search. A Title search may reveal additional information affecting the Parcel as shown. 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 12. There are no lot or right -of -way dimensions on the recorded plat of D.R. Mitchell's Survey of The Levy Grant on Lake Jessup, Plat Book 1, Page 5. Determination of Lot and right -of -way locations were based on a combination of the best available field evidence and previous surveys by Jones, Wood & Gentry, Inc. resurvey (no job number available) dated 12/02/98 and Tinklepaugh Surveying Services, Inc. job number SX #7044A dated 01/02/02. 13. The 2.8 contour line is acceptable to the Division of State Lands, Bureau of Survey and Mapping for the purpose of acreage calculations and permitting. Those lands waterside of the 2.8 contour line may be subject to a claim by the State of Florida as sovereign lands. 14. The calculated area contained withing the boundary line of the East 1/2 of Lot 3, Block C, above the 2.8 contour fine (edge of water), is 134,384 square feet (3.09 acres), more or less. The 2.8 contour line is ambulatory, therefore the acreage /square footage shown is subject to change. 15. The street °dress information shown according to the Seminole County Property Appraiser's office. SOUTHEASTERN SURVEYING & MAPPING CORP. 6500 All American Boulevard Orlando, Florida 32810-4350 (4071 292 -8580 Cert. No. LB2108 e -mail: info@southeasternsurveying.com GARY B. KRICK 47921001 Registered Land Surveyor No. 4245 C -3 5/27/11 6/10/11 DRC REVIEW 1' -0" x-x-x- x x x x x x x x x x x x x x x x TOP RAIL HIGH SERVICE PUMPING (SEE' SHEET C -7) Drawn by: Checked by: Approved by: TREATMEN UNITS (SEE SHEET C -6) ELECTRICAL/ CHEMICAL BUILDING 2" SCH. 80 CPVC CHLORINE FILL LINE 6' WIDE SWING GATE No. A SEE SHEET C -1 2 FOR CONTINUATION HANGERS @30 "O.C. SLEEVE COUPLING (21' -0" O.C. MAX) #2 BARE CONDUCTOR ATTACHED TO CORNER POST Date CORNER POST 2" CHLORINE FILL LINE WITH CAM -LOCK QUICK CONNECT FASTENED TO BOLLARD WITH STAINLESS STEEL STRAPS DECK GUTTER NOTES PROVIDE 7"x7" ALUMINUM BOX GUTTER, 0.032" THICK, ANODIZED. PROVIDE 1/16" THICK RUBBER ISOLATION SHEET BETWEEN GUTTER AND CONCRETE. PROVIDE 3 "x4" DOWNSPOUT OPENINGS WITH TRANSITION ADAPTER FOR CONNECTION TO 4" DIA. PIPE INTO TANK. PROVIDE DOWNSPOUTS SPACED AS SHOWN IN PLAN, THIS SHEET. PROVIDE LOCK -ON LEAF GUARDS FOR LENGTH OF GUTTERS. PROVIDE POLYURATHANE FOAM GUTTER FILTERS, 4 FT. LONG CENTERED ON DOWNSPOUT OPENINGS. SECTION A -A NOT TO SCALE 10'-0" MAX. T l I' h I GROUND SURFACE GROUND ROD 3/8" X 10" COPPER CLAD (TYP.) ALL CORNERS OR CHANGE IN FENCE DIRECTION NOT TO SCALE Revision ADDENDUM NO. 1 SLOPE TO DRAIN WALL PENETRATION - SEE DETAIL ON SHEET C -11 7 "x7" ALUMINUM BOX GUTTER WITH LEAF GUARD, 3 "x4" DOWNSPO OPENINGS WITH ADAPTER TO 4" DIAMETER PVC DOWNSPOUT 3 STRANDS OF BARB WIR 10'-0" MAX. I BOTTOM REINF. WIRE 6" FROM ARTESIAN WELL NOTE: BRACE CORNER POSTS IN BOTH DIRECTIONS ALONG FENCE LINE. ATYPICAL FENCE DETAIL 18" RECLAIMED MAIN 6" FORCE MAIN By LINE POST CHAIN LINK FENCE FABRIC CONCRETE PIER No. A Date 14 Revision TRANSFORMER SEE SHEET E -3 FIRE HYDRANT Designed by: Scale: EXISTING HEDGE ROW AND TREES TO REMAIN 0 0 0 0 0 0 0 0 ALUMINUM FLUSHING RAILING FENCE AND GATES SHALL BE 6 -FT HIGH BLACK VINYL- COATED CHAIN LINK FENCE (TYPO, PER SPEC SECTION 02820 TMZ DGH /GCM 1 " =10' GUTTER AND DOWNSPOUTS DOWNSPOUT SPACING TYPICAL BOTH SIDES Date: March 19, 2009 Job No. W04141 File: Site Plan.dwg Certificate of tH 9 No. 3215 PUMPS 12' (TYP) LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 16" LAKE SUCTION 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 X LEGEND CONCRETE SLAB ON GRADE ± 4" THICK (MIN.) FDOT NO. 57 STONE OVER GEOTEXTILE FILTER FABRIC 6' HIGH BLACK VINYL- COATED CHAIN LINK FENCE WILLIAM C. GOUCHER, P.E. REG - #20700 NOT TO SCALE N � 0 10 20 GRAPFliC SCALE SITE PLAN SEE SHEE C -1 0 FOR CONTI ATION BOLLARD DETAIL Sheet No. c CONFORMED DOCUMENTS TOP VIEW-SINGLE PIPE Noi Less Than 1 Na Pipe Jo1nl Permit/ed Unless Approved t 8 The Engineer SECTION *Slope: To C Pipe for Pipes 18" And Smaller 2.4 for Pipes 24" And Larger. Use 2" Lars, 4 bars minimum. A MITERED END SECTION NOT TO SCALE FDOT INDEX NO. 273 FINISHED GROUND INSTALL BLUE aA HYDRANT 6" FROM ARTESIAN WELL CONSTRUCT 8 "x18" TEE (RJ) 8" GATE VALVE 18" RECLAIMED MAIN EXISTING TREE TO BE REMOVED rn RETAINING WALL TOP EL. 14 1 INSTALL ROOF DRAINS ON 3 SIDES TO COLLECT RUNOFF AND DRAIN TO TANK. SEE SHEET C -4 EXTEND STABILIZED ACCESS ROAD 4 MINIMUM 12" THICK PER SECTION 02710 EXISTING TREE TO BE REMOVED ALUMINUM RAILING x 8" C.O. 8" PVC TEE W/ CLEANOUT APPROXIMATE 100 YEAR FLOOD ELEVATION 9.75 (1929 DATUM) 8" PVC DRAIN @ 0.3% co NOT TO SCALE 20" 4" DIA (TYP) 4" (TYP) COMPACTED TO 95% ASHTO T-180 12" DE ENERGY DISSIPATOR 4" x 4" (TYP) OUTFACE PIPE INV. ELEV. AS SHOWN ON PLANS TO OUTFACE STEEL RETICULINE REBAR 12" O.C. GRATE ELEV. 8.50 OUTFACE PIPE [ 3/4" x 4" SLEEVE 8, 8" LAG BOLT (2 AT EACH LOC.) LAG BOLT TO BE HELD IN PLACE BY EPDXY OR METHOD AS APPROVED BY ENGINEER. PLAN 1/4" FIBERGLASS SKIMMER SECTION A DISCHARGE STRUCTURE S -1 DETAIL NOT TO SCALE TYPE 'E' INLET D.O.T. INDEX No. 232 RETENTION POND POND BOTTOM EL. 1.00 0.0 10' MAINTENANCE BERM 1 r EXISTING GROUND TOP OF PON = 9 . 0 SOD ASOD-I PEAK STAGE = 7.861 TYPICAL POND CROSS SECTION SCALE:1 " =30'H 0.0 NOT TO SCALE SECTION A - A MINIMUM 2000 P.S.I. CONCRETE REQUIRED 4. SAW CUT REMAINING JOINTS AT 5' MAX WITHIN 96 HOURS. N-- 0 30 60 GRAPHIC SCALE LEGEND EXISTING STRUCTURE TO BE REMOVED EXISTING TREE TO BE REMOVED NOTES: 1. 3/4 "x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. 2. EXPANSION JOINTS MAXIMUM DISTANCE = 90', USED 1/2 "x3" PREMOLDED EXPANSION MATERIAL AND FILL TOP 1" ELASTOMETRIC CHALK. 3. CONTRACTION JOINTS MAXIMUM DISTANCE = 30' AT D/4 WITHIN 12 HOURS OF POUR. CONCRETE SIDEWALK DETAIL No. A A A A Date 2/2/11 317/2/11 5/27/11 6/10/11 Revision ADDED DETAILS, REVISED OUTFACE PIPE LENGTH ADD BMP TO PLAN ADDENDUM NO. 1 DRC REVIEW By ACL ACL WCG WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ 1 " =30' Date: MARCH 19, 2009 Job No. W04141 File: Grading Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP RECLAIMED WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L.1?. No. 7143) Landscape Arch. (Lic. No. Le0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ALLEN . LANE, JR., P.E. REG - 60144 DEMOLITION, GRADING AND DRAINAGE PLAN Sheet No. C-5 CONFORMED DOCUMENTS BOTTOM OF TOP SLAB EL. 13.00 WALL PENETRATION SEAL (TYP.) SEE DETAIL SHEET C -11 3" ST. STL FLUSHING SUPPLY CENTERLINE ELEV. 11.53 BY FILTER SUPPLIER EL. 11.53± 8" OUTLET FURNISH AND INSTALL BLIND FLANGE IF ADDITIVE ALTERNATE NO. 1 IS NOT ACCEPTED I II 5 iFiuo 11 1 1 III rllll �.� li, _ rn� r 141'1' '��•IlQll L�� I.I ,�. 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC, OR EQUAL a FURNISH AND INSTALL BLIND FLANGE IF ADDITIVE ALTERNATE NO.1 IS NOT ACCEPTED 2 "W x 2 "D PIPE RUN IN TOP OF SLAB Drawn by: Checked by: Approved by: 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC, OR EQUAL GCM /DGH EL. 10.78 1 _10 CONCRETE SLAB - \ 1/4, ADDITIVE ALTERNATE NO. 1 8" INLET 4" DIP BW EXPANSION JOINT (TYP) BACKWASH PUMP STATION (SEE SHEET C -11) 4" THICK 2500PSI CONCRETE W/ 6" x 6" WWM SHOWER/ EYEWASH 4 "W x 2 "D PIPE RUN IN SLAB VALVE VAULT 10' -0" 1 RW FEED TO UTILITY SINK AND SHOWER /EYEWASH MINIMUM 12" DEEP No. Date v HWL EL 12.00 GROUND STORAGE TANK EL. 5.00 GROUND STORAGE TANK Revision SEAL (TYP.) 0 0 4" FLUSHING SUPPLY EL. 10.78 EL. 5.75 EL. 9.50 I 17' -0" 6" (TYP.) WALL PENETRATION J 6" THICK CONCRETE SLAB'MTH 6 "x6 "x10 "x10" WIRE MESH, TOP ELEV. 9.75 FLUSHING PUMP SKID - 4" THICK FDOT No. 57 STONE W/ MIRAFI 140ND FILTER FABRIC. OR EQUAL 4" FLUSHING SUPPLY No. Date 14' -0" 1" PRE - CHLORINATION CLS, MINIMUM 12" DEEP Revision 1/2" GSP COMPRESSED AIR Designed by: Scale: 25' - 0 WCG 3/8 " =1' - 5'- 0 "Lx3'- 4 "Wx6 "H HOUSEKEEPING PAD SCALE: 3/8" = 1'-0" SECTION SCALE: 3/8" = 1' - 0" ELECTRICAL ROOM TREATMENT PLAN Date: MARCH 19, 2009 Job No. W04141 File: Treatment Plan.dwg Certificate of Authorization No. 3215 © 2009 #8 @ 12" O.C.E.W. (TYP.) TOP 8, BOTT O ® @ O40 HIGH SERVICE PUMPING (SEE SHEET C -7) LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA CHEMICAL ROOM - PROVIDE ADJUSTABLE PIPE SUPPORT UNDER ALL TEES TO RECEIVE FILTERS Engineers (C.O.A. No. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. No. 7143) Landscape Arch. (Lk. No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 23 22 III EL.13.61 FUTURE P EL. 9.75 FROM LAKE, SEE SHEET C -10 - 6" THICK CONCRETE SLAB WITH 6 "x6 "x10 "x10" WWF PROCESS STRUCTURAL 15' TO WEST PROPERTY LINE 1" POST - CHLORINATION CLS, MINIMUM 12" DEEP EQUIPMENT TAB NUMBERS 0 EBS - 10000 FILTER ON MANIFOLD © SELF PRIMING PUMP © 8" AMF 370K FILTER 0 WESTFALL 2800 STAINLESS STEEL STATIC INJECTION MIXER WILLIAM C. GOUCHER, P.E. REG - #20700 TERRY M. ZAUDTKE, P.E. REG - #32928 SEE SHEET C -4 AND C -12 FOR CONTINUATION 0 • PIPE AND FITTING � LEGEND TREATMENT PLAN AND SECTION PVC DIP 0 10" DIP SPOOL PIECE (FLG) O2 1/2" TSS SAMPLE TAP O3 6" DIP (MJ) ® 10" x 8" TEE (FLG) 0 10" BLIND FLANGE 0 8" DIP SPOOL PIECE (FLG) O7 10" TEE (FLG) ® 8" - 90° BEND (FLG) O9 8" CHECK VALVE (FLG) 0 8" BUTTERFLY VALVE (FLG) 0 10" - 45° BEND (FLG) 0 10" x 6" TEE (FLG) 13 TURBIDIMETER SAMPLE TAP 0 8" BLIND FLANGE 0 6" - 90° BEND (FLG) 0 6" GATE VALVE (FLG) 17 10" x 6" REDUCER (FLG) 0 FUTURE 6" - 90° BEND (FLG) 0 FUTURE 6" - GATE VALVE (FLG) 00 16" x 10" REDUCER (FLG) �1 16" - 90° BEND (FLG) 02 FUTURE 10" x 6" TEE (FLG) �3 FUTURE 10" DIP SPOOL PIECE (FLG) 0 6" BLIND FLANGE (FLG) �5 10" x 8" REDUCER (FLG) © 10" PRESSURE SUSTAINING VALVE (FLG) �7 FUTURE 10" x 8" REDUCER (FLG) ® FUTURE 8" SPOOL PIECE (FLG) �9 FUTURE 8" BUTTERFLY VALVE (FLG) 0 FUTURE 8" 90° BEND (FLG) 0 8" GATE VALVE (FLG) 0 6" DIP SPOOL PIECE (FLG) 0 4" 90° BEND (FLG) 0 4" 90° BEND (MJ) 0 FUTURE 4" 90° BEND (FLG) 0 4" TEE (FLG) 0 4" x 3" REDUCER (FLG) 0 4" BLIND FLANGE 0 4" DIP SPOOL PIECE (FLG) 0 NOT USED 0 FUTURE 8" x 4" TEE (FLG) 0 FUTURE 4" DIP SPOOL PIECE (FLG) 0 NOT USED 0 4" - 45° BEND (MJ) 0 6" x 4" - WYE (MJ) 0 4" - DIP SPOOL PIECE (FLG x MJ) 47 6" - 45° BEND (MJ) 0 6" x 4" REDUCER (MJ) 0 10" CROSS Sheet No. e - 6 CONFORMED DOCUMENTS v HWL EL 12.00 GROUND STORAGE TANK 24" D.I.P. SUCTION WITH ANIT- VORTEX BAFFLE EL12.25 mr�a EL. 5.00 WALL PENETRATION SEAL (MT.) 24" DIP SUCTION WITH ANTI - VORTEX BAFFLE e• 12" BOTTOM OF TOP SLAB EL. 13.00 ®r WALL PENETRATION SEAL (TYP.) 48 450 46 O EL 1.00 PVC 0 SEE SHEET C-4 FOR CONTINUATION PROVIDE 27 "W x 17 "H STAINLESS STEEL WATERTIGHT ACCESS PORT WITH BOLTED COVER. BOTTOM OF AT ELEV. 10.50 26' -0" FIN. GR. 9.50 2'-6" SQUARE PUMP BASE (TYP.) EL 11.75 1 1_ 0 0 14 42 25 22 34 (500 GPM PUMP NO.1 JOCKEY 0 SECTION SCALE: 3/8" = 1' - 0" 0 15 16 0 (1500 GPM) PUMP NO.2 0 O 0 0 0 TREATMENT UNITS (SEE SHEET C -6) 0 n n PUMP STATION SEE SHEET C -8 FOR REBAR PLAN (1500 GPM) PUMP NO.2 0 0 0 (1500 GPM) PUMP NO.1 (1500 GPM) PUMP NO.3 O 10 0 0 34' -6" - r IP 5'-10" 0 0 (1500 GPM) (FUTURE) 0 f )) gi MMMEMM to 4 (1500 GPM) (FUTURE) 4' -9 CHLORINE INJECTOR EL. 9.75 6" THICK CONCRETE SLAB W/ 6x 6x 10x 10 W.W.F. CONCRETE SLAB EL. 9.75 SEE SHEET C -4 FOR CONTINUATION PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 TYPE 37 PIPE SUPPORT SHANK TO FIT INTO "D' SIZE SCHED 40 STEEL PIPE PIPE, FITTING AND EQUIPMENT LEGEND 0 24" x 12" TEE (MJ.) 0 6" 90° BEND (MJ.) 0 12" DIP (PE.) ® 12" GATE VALVE (MJ.) O5 12" DIP (FLG x MJ) © VERTICAL CAN TURBINE PUMP 0 10" x 8" REDUCER (FLG.) ® 12" 90° BEND (FLG.) O9 10" x 4" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 10" COUPLING ADAPTER, (FLG.) 0 10" CHECK VALVE (FLG.) 0 12" GATE VALVE (FLG.) 0 12" DIP (FLG.) 0 6" x 2" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 12" x 6" REDUCING 90° BEND (FLG.) 0 18" x 12" REDUCER (FLG.) 17 18" DIP SPOOL PIECE AS REQUIRED (FLG.) 0 18" x 10" TEE (FLG.) 0 CHLORINE SAMPLE TAP LOCATION 00 10" DIP (FLG.) 01 10" BLIND FLANGE 02 6" GATE VALVE (FLG.) 03 FLOW METER 0 12" UNIFLANGE 05 6" CHECK VALVE (FLG.) © 18" 90° BEND LONG RADIUS ROTATED DOWN 45° (FLG.) �7 24" 90° BEND (MJ.) ® 24" DIP (MJ) �9 1/2" FECAL COLIFORM SAMPLE TAP 30 10" GATE VALVE (FLG.) 0 NOT USED 0 NOT USED 0 NOT USED 0 6" DIP (FLG.) 0 FUTURE 10" DIP (FLG.) 0 CAN FOR FUTURE VERTICAL CAN TURBINE PUMP 0 FUTURE 10" x 8" REDUCER (FLG.) 0 FUTURE 10" x 4" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 0 FUTURE 10" COUPLING ADAPTER, (FLG.) Cr FUTURE 10" CHECK VALVE (FLG.) 0 FUTURE 10" GATE VALVE (FLG.) 0 6" COUPLING ADAPTER (FLG.) 0 12" 90° BEND (MJ.) 0 24" x 12" REDUCER (MJ.) 0 NOT USED 0 6" DIP (PE.) 0 18" DIP (FLG. x PE.) 0 6" DIP (FLG. x PE.) TYPE 38 ADJUSTABLE PIPE SUPPORT (USE SAME COATING SYSTEM AS PIPING) 1 " MIN. 3 "MAX NON - SHRINK GROUT NOTES: 1. PROVIDE HALF ROUND RIGID INSULATION AND INSULATION PROTECTION SHIELD (TYPE 40), SIMILAR TO GRINNELL 2. PROVIDE NEOPRENE WAFFLE ISOLATION PAD BETWEEN PIPE AND BRACKET. 3. FOR BASE,HEIGHT,AND FLANGE DIMENSIONS SEE TABLE 4. SST = TYPE 316 5. PROVIDE 1/8" THICK NEOPRENE PAD FULL SUPPORT WIDTH BETWEEN PIPE AND SUPPORT PIPE SIZE 12 20 24 30 A 5 1/2 8 1/2 9 15/16 12 3/8 13 7/8 15 3/8 17 15/18 21 5/16 13 1/2 13 1/2 13 1/2 13 1/2 2 1/2 2 1/2 2 1/2 3 1/2 3 1/2 MIN. 10 1/2 131/2 15 17 3/4 19 1/2 21 23 3/4 27 MAX. 15 1/4 18 1/4 19 3/4 22 1/4 24 25 1/2 28 1/2 31 1/2 STD PIPE FLANGE ATTACHED TO CONC OR MASONRY W/4 STAINLESS STEEL STUD TYPE WEDGE ANCHORS ADJUSTABLE PIPE SUPPORT DETAIL NOT TO SCALE No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ 3/8 " =1' Date: MARCH 19, 2009 Job No. W04141 File: Pump Station. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design /Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 HIGH SERVICE PUMP STATION AND SECTIONS Sheet No. e-7 CONFORMED DOCUMENTS TO TREATMENT PLANT SEE SHEET C -6 FOR CONTINUATION 5'-0" MIN. 10' -0" MIN. 16" HDPE FORM LAKE SEE SHEET C -10 FOR CONTINUATION PIPE AND FITTING LEGEND 1O FLOWMETER ® 12" UNIFLANGE ® 12" DIP SPOOL (FLG.) ® 12" GATE VALVE (FLG.) ® 16" x 12" DIP REDUCER (FLG.) © 16" 45° BEND (FLG.) ® 16" DIP SPOOL (FLG. x PE.) ® 16" 45° BEND (MJ) 24 "x 12" TEE, MJ (TYP) 2 1/2" CLEAR EL 1.00 FIN. GRADE EL 9.50 PER MANUFACTURER'S REQUIREMENTS 1' -0" (TYP.) 12" GATE VALVE, MJ W/ OPERATING NUT AND VALVE BOX (TYP) 12 " FLG xMJ 12" FLG SUCTION 11 11 11 11 SECTION SCALE: N.T.S. SCALE: 3/8" = 1' - 0" 18" MIN PER MFR 1 "TAP AND 1" BALLVALVE EXPANSION JOINTS W/ FILLER (BOTH SIDES) SEE PUMP STATION REBAR PLAN 2 - #4 TOP & BOTTOM PUMP STATION REBAR PLAN 6" THICK CONCRETE SLAB W/ 6x 6x 10x 10 W.W.F. EL. 9.75 (1500 GPM) (FUTURE) 2 1/2" CLEAR 2 1/2" CLEAR SECTION SCALE: 3/8" = 1' - 0" SECTION SCALE: 3/8" = 1' - 0" EL. 14.08 0 0 EL. 10.78 PIPE SUPPORT (TYP.) PROCESS WILLIAM C. GOUCHER, P.E. REG - #20700 PIPE AND FITTING LEGEND ® 10" x 8" TEE (FLG.) ® 8" DIP SPOOL PIECE (FLG. x PE.) ® 8" 90° BEND (FLG.) O9 8" CHECK VALVE (FLG.) 12 10" x 6" TEE (FLG.) 15 6" - 90° BEND (FLG.) 16 6" GATE VALVE (FLG.) 31 8" GATE VALVE (FLG.) 32 6" DIP SPOOL PIECE (FLG.) 33 4" 90° BEND (FLG.) 3® 4" x 3" REDUCER (FLG.) 39 4" DIP SPOOL PIECE (FLG.) EQUIPMENT TAB NUMBERS ® EBS - 10000 FILTER ® SELF PRIMING PUMP No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ 3/8 " =1' Date: MARCH 19, 2009 Job No. W04141 File: Cross Sections.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. N. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 CROSS SECTIONS AND DETAIL Sheet No. c-8 CONFORMED DOCUMENTS 2" SCH. 80 CPVC VENT WITH INSECT SCREEN TO ATMOSPHERE (TYP) - 2" SCH. 80 CPVC FILL LINE WITH CAM LOCK QUICK CONNECT 2" SCH. 80 CPVC FILL LINE ADJUSTABLE PIPE SUPPORT (TYP) N -121:Elli SCALE: 1 /4 " =1' 2" SCH. 80 CPVC FILL LINE SEE SHEET C -4 FOR CONTINUATION 11 ROLL -UP DOOR CHLORINE ROOM FLOOR PLAN HIGH DENSITY LINEAR POLYETHYLENE 1550 GALLON SODIUM HYPOCHLORITE STORAGE TANK, 8'-0" DIA. x 6' -11" HIGH U.V. RESISTANT, DOUBLE WALL CHLORINE ROOM SECTION SCALE: 1 /4"=1 NOTE: AIR COMPRESSOR AND 1/2" GSP COMPRESSED AIR LINE NOT SHOWN FOR CLARITY 1 /2 "0 TO 1/4 SOCKET CPVC REDUCERS (TYP. OF 4) FROM STORAGE TANK ■■ Y Y T II II II 111111 111111 1111111 711:1 u u a r Iii ■ i - —■ ■� �, �� — ■ ■ ■� ■ r ^;' .1. # 1 ■ rr r■ ,n1 r� .0 � _ _ /I I�� _�- _.._ _�_uiG�'ri I� -1 �r Y � i_I rY■ i��r ■�■ - ri:��r�r �� _,`,_ C 1 1 L I i ��l �r rl I�� illj '1 1 'illi ii l i '� i � iu illj '1 1 'iIIT iii ' 48 y" 6y" 14" 14" 6%" w z c3 o63 a Z d z z 24 y" r 48X 24X" POST-CHLORINATION CHLORINE FEED SKID PLAN VIEW* NOT TO SCALE * PRE - CHLORINATION SKID IS MIRROR IMAGE NOT TO SCALE FRONT ELEVATION 1 /2 "0 SOCKET CPVC BALL VALVES (6 PLACES) GRIFFCO T- SERIES MODEL PRT050T, 1/2 "0 PTFE PRESSURE RELIEF VALVES NOTE: 1/2" SCH. 80 CPVC HYPOCHLORITE LINE TO INJECTORS NOT SHOWN FOR CLARITY 1/2 SOCKET CPVC TEE FOR 1/4 "0 FLUSHING / DRAIN VALVE CONNECTION (4 PLACES) 1/4 "0 UNION (TYP. OF 4 ) 48 y" SCALE: 3/8" = 1'-0" CHLORINE INJECTION DETAIL SECTION NOT TO SCALE No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Chemical Room. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (1.ic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 CHEMICAL FEED SYSTEM DETAILS Sheet No. CONFORMED DOCUMENTS 24 16 8 0 -8 TO PUMPS 16" DIP 16" HDPE FUSED BEND PIPE AT NO MORE THAN 75% OF MECHANICAL JOINT MANUFACTURERS RECOMMEND MAX. SECOND SCREENING COUPLING ADAPTER POINT- 1" MESH ON —3' COVER EXISTING GRADE REMOVABLE FRAME ALUMINUM HANDRAIL FOR CLEANING 16" DIP MJ 16" DIP MJ 45° BEND 45° BEND 6" MIN. CONCRETE ENCASEMENT NOT TO SCALE EL. 1.0 SLOPE TO DRAIN 4 d a WATERSTOP RING 24" DIP SUCTION NOT TO SCALE PLAN 3 -4" 18" DIP SECTION 4 SCALE: 1" = 20' H. 1 " =10'V. INTAKE STRUCTURE SECTION 3/8" THICK FIBERGLASS SLOTTED TO FIT OVER PIPE EL. FIN. FL. 5.0 2 1/2" x 2 1/2" x 1/4" SS ANGLE x4 "LONG (4 REQ. AT 90 °). BOLT TO FLOOR WITH 1/2" x 2 3/4" SS EXPANSION ANCHORS (8 REQ.). FIBERGLASS ANTI- VORTEX PLATE FIBERGLASS ANTI - VORTEX BAFFLE TOP EL. 5.50 SLOPE TO DRAIN EL. FIN. FL. 5.0 NOTE: PIPE NEEDS TO BE TESTED PRIOR TO FLOOR BEING POURED \_16" DIPMJ 45° BEND 14" [l CONC. 16" HDPE SUCTION ALONG PILINGS LAKE BOTTOM TO ELEV. 3.0 KOR -N -SEAL S106 -16WS (TYP.) — 16 "OHDPE (2) 2' -2" W x 11 4" H x a' THICK ALUMINUM STOP LOGS HALLIDAY SERIES NIB WITH "R" HANDLE EL. +0.45 16 "OHDPE 2 PLAN 57 SECTION INLET EL. -2.0 EL. 2.33 LWL EL. 1.05 6" (TYP.) EL. + 5.0 EL. + 2.0 FIRST SCREENING POINT CHAIN LINK FENCE AROUND PERIMETER INSTALL 2' x 2' x 4'H CONCRETE BASIN WITH WEIR EL. -2.00 LAKE BOTTOM INTAKE CATCH BASIN DETAILS SCALE: 3/4" = 1' 24 16 8 0 -8 SECTION FABRICATE 2" x 2" TYPE 304 STAINLESS STEEL FRAME TO SIT A TOP INTAKE BASIN TO SUPPORT 1" MESH OVER TOP AND STOP LOG OPENING ELEV. 6" THICK HOLLOW CORE PANEL, SEE STRUCTURAL 2" THICK CONCRETE TOPPING SCALE: 1" = 10' 1" THICK FIBERGLASS GRATING INTAKE STRUCTURE PLAN GRATING GRATING NOTE: PULTRUDED FIBERGLASS GRATING, FIBERGLASS SPF POLYESTER RESIN, MS 1 -4010 SPACING, GRAY 1" BEARING BARS, FINE GRIT SURFACE, GRAY CROSS BARS, 6" ON CENTER, 40% OPEN AREA, PANEL, BEARING BARS RUN PARALLEL TO LENGTH. INTAKE STRUCTURE SECTION SCALE: 3/4" = 1' -0" PROVIDE 1" x 2" STAINLESS STEEL ANGLE FOR SUPPORT EACH END, WITH HOLD DOWN CLIPS PER GRATING MANUFACTURER'S RECOMMENDATION INTAKE CATCH BASIN SEE DETAIL LEFT 7 BOTTOM ELEV. -2.5± No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH /GCM DEM TMZ As Shown Date: March 19, 2010 Job No. W04141 File: Intake Structure.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 INTAKE STRUCTURE Sheet No. c_ CONFORMED DOCUMENTS NOTE: DIM. "B'' SEE TABLE DIM. "B" SEE TABLE PIPE SLEEVE MECHANICALLY ADJUSTABLE SEGMENTED ELASTOMERIC SEAL ASSEMBLY 1. PIPE SLEEVE REQUIRED FOR WALL PENETRATION SEAL ASSEMBLY (IN NEW CONC.). WALL PENETRATION SEAL DETAIL NOT TO SCALE PRECAST MANHOLE WALL STAINLESS STEEL BOUND FILL WITH GROUT MANHOLE INVERT STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR KOR -N -SEAL DETAIL NOT TO SCALE PIPE SIZE DIM. "A" 10" 12" DIM. "B'' 2.1875" 2.1875" 2 -3/4" PVC OR DIP DISCONNECT 4" INFLUENT PIPE OUTLINE OF ACCESS OPENING ELEV. J • ELEV. K CABLE HOLDER 2 "DIA.SCH40 STAINLESS STEEL PUMP GUIDE RAILS KOR -N -SEAL OR EQUAL LEVEL TRANSDUCER iTe es PUMP STATION DETAILS N.T.S. W.S. DETAIL 6 -9 -00 DT CONTROL PANEL WITH SCADA SYSTEM LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT, PUMP POWER CABLES TO BE IN SEPARATE CONDUIT SEALED PULL BOX STAINLESS STEEL BALL RACKS HEAVY DUTY STAINLESS STEEL LIFTING CHAIN #6 -12" O.C.E.W. SECTION VIEW FLEXIBLE COUPLINGS (TYP.) 2' MIN 6" ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE 4" D.I. VENT WITH ZURN VENT CAP PIPE SLEEVE WITH SS LINK SEAL (TYP.) SEE DETAIL LEFT 12" _J= PLAN VIEW AUDIBLE ALARM di , ELEV. & ALARM LIGHT APPLY COAL TAR EPDXY TO INTERIOR OF WET WELL 3/4" x 11" ANCHOR BOLTS TO EXTEND 7" INTO BASE cV 6" 4" CHECK VALVE CHECK VALVE (TYP.) GALVANIZED IRON 3" FLOOR DRAIN JOSAM 38353 -92, SLOPE OUTLET PIPE 1/2" PER FOOT ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE 2 - #4 BARS NOTES: r 3" ELEV. M 4" PLUG VALVE WITH HANDWHEEL (TYP -2) 4" PLUG VALVE (TYP.) - 6 "x4" REDUCER (MJ) PRECAST CONCRETE FLOOR WITH 6 "x6 "WWM 4 "- 45° BEND (MJxMJ) 1. 1 & 2 ARE CHECK VALVES 2 . 3, 4, & 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" x 18" x 4" REBAR 4. MJ JOINTS ARE TO BE RESTRAINED WITH IP I G G :E R` T • - 22i 5. PUMPS SHALL BE FLYGT MODEL NP 3153. 181 HT ; IMPELLER - 461 ;DIAMETER - 285MM ;SPEED - 1755 ; DISCHARGE SIZE - 4 INCH ; VOLTAGE - 460 ; FREQUENCY - 60 HZ ; PHASE - 3 ; HP - 20 CURVE 63 - 461 - 00 - 6050. 6 "x4" REDUCER (MJ) - 4" DUCTILE IRON ALL MJ JOINTS MUST BE RESTRAINED 6 "x4" WYE (MJ) EXISTING GRADE 6 "x4" WYE (MJ) 4" CAM LOCK & CAP FOR EMERGENCY PUMP OUT 6 "x4" TEE (MJ) BY -PASS PUMP CONNECTION j / i, 6"x4" TEE (MJ) PUMPING STATIONS DIM A DIM B DIM C DIM D DIM E DIM F DIM G DIM H ELEV J ELEV K ELEV L ELEV M DIMENSIONS 8 „ 4" DI 121/2" 24" 36" 6' -0" MIN. 7.67 0.39 8.00 10.00 ELEV. AT CONST. PER PUMP MANUFACTURERS REQUIREMENT No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCG No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Lift Station.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers Architects (Lk. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 BACKWASH PUMP STATION Sheet No. c_ CONFORMED DOCUMENTS - CONSTRUCT 70LF OF 18" RWM BY HORIZONTAL DIRECTIONAL DRILLING CONSTRUCT 70LF OF 6" FM BY HORIZONTAL A DIRECTIONAL DRILLING 2" PVC IRRIGATION 6" FORCE MAIN NOT TO SCALE 2" IRRIGATION FEED LINE DETAIL 18" RECLAIMED WATER MAIN LAKE JESUP 6" FROM ARTESIAN WELL CONSTRUCT 6" PVC FORCE MAIN (MINIMUM 3' COVER) CROSS SEMINOLE AIL CONSTRUCT INTAKE STRUCTURE AND PIER 380' CONST. 6" - 90° BEND 5' CONSTRUCT 18" PVC RECLAIMED WATER MAIN (MINIMUM 3' COVER) 35' ORANGE AVER CONST. 18" - 90° BEND 40 TRAIL - — PAR KWAY CENTRAL WINDS STATE RD 434 SECTION A —A SCALE: HOR. 1" = 40' VERT. 1" = 4' SEMINOLE CROSS TAIL. 40' RM/ EXISTING _ RRADF EXISTING PAVEMENT — EXISTING 15" RCP W/ MES REMOVE AND REPLACE AS — REQUIRED ONST. x — y 10 f 18 12" REDUCER C MIN. 12° MIN. EXISTING — � 12 "x8 "TEE — CONST. — 18" - 45 BEND 12" MIN CONST. 18 — CONST. — 22.5° BEN \-18" RW — 6" FORCE MAIN 12" - 45° BEND 130' - 18" RW HDD DIRECTIONAL DRILL 130 LF A OF 18' PVC RECLAIMED WATER MAIN CONST. 18" x 12" REDUCER ACONST. B E N D EXISTING 12" x 8" TEE /- EXISTING 8" RECLAIMED WATER MAIN CONST. 110 LF OF 6" PVC BY HORIZONTAL DIRECTIONAL DRILLING CONST. 6" - 45° BENDS VE AND VALVE CONSTRUCT 18" PVC RECLAIMED WATER MAIN (MINIMUM 3' COVER) 5' OLD SR 434 RI�N CONSTRUCT 6" PVC FORCE MAIN (MINIMUM 3' COVER) 0 100 200 GRAPHIC SCALE R z EXISTING 12" RECLAIMED WATER MAIN CONSTRUCT 6" TAPPING CONNECT TO EXISTING 6" FORE BEGIN CONSTRUCTION OF OFF SITE PIPING, AT POINTS OF CONNECTION TO EXISTING SYSTEM EXISTING 6" FORCE MAIN No. A A A A Date 3/17/11 5/27/11 6/10/11 Revision ADD CONSTRUCTION ENTRANCE LOCATION ADDENDUM NO. 1 DRC REVIEW By WCG WCG WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ 1" =100' Date: MARCH 19, 2009 Job No. W04141 File: 09 Site Piping Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 OFF SITE PIPING PLAN Sheet No. C-12 CONFORMED DOCUMENTS 4 PROPOSED GRADE ELEVATION = 9.5 ± ELEV. 9.75 PROPOSED GRADE ELEVATION =14.0' ± PROPOSED GRADE HWL ELEVATION = 12.0' t — 8'-6 "x7' ROLLUP DOOR /ALUMINUM HANDRAIL 1 FINISH FLOOR ELEVATION =10.0' ± 20.0' TOP OF SLAB ELEVATION = 9.75 t GRADE AT ELEVATION = 9.50' ± 60.0' r i l l 40.0' / TANK FINISH FLOOR ELEVATION = 5.0' ± HIP ROOF ELECTRICAL AND CHEMICAL ROOMS HIP ROOF TOP OF TANK/DECK ELEVATION = 14.0' t N I N 1 1 N N ALUMINUM HANDRAIL 80.0' EAST ELEVATION SCALE: 1 " =5' 80.0' ALUMINUM HANDRAIL TOP OF SLAB ELEVATION 9.75 WEST ELEVATION SCALE: 1 " =6' v�pOUpOv00� �nO��f;Op�n�n0�n0()C SOUTH ELEVATION SCALE: 1"=6' NORTH ELEVATION SCALE: 1, RETAINING WALL 40.0' ELEV. 9.25 ELECTRICAL ROOM z FINISH FLOOR ELEVATION =10.0' ± TOP OF TANK/DECK ELEVATION =14.0' ± GRADE ELEVATION = 9.5' ± TANK FINISH FLOOR ELEVATION = 5.0' ± ` TOP OF TANK/DECK ELEVATION =14.0' ± TANK FINISH FLOOR ELEVATION = 5.0' ± TOP OF TANK/DECK AND WALL ELEVATION =14.0' ± 60.0' CHEMICAL ROOM fl fl fl fl ALUMINUM HANDRAIL HIP ROOF .........(................... PROPOSED GRADE ELEVATION = 9.5' ± PROPOSED GRADE ELEVATION = 14.0' ± TANK FINISH FLOOR ELEVATION = 5.0' ± No. A A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ DGH DEM TMZ AS SHOWN Date: March 19, 2009 Job No. W04141 File: Tank Elevations.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O. A. Nn. 3275) Architects (Lk. Nn. .1A2600926) Surveyors (LB. No. 7743) Landscape Arch. (Li, No. Lco000298) Planners Environmental Scientists Construction Management Traffic / Transportation 1917 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG- #32928 STORAGE TANK ELEVATIONS Sheet No. e CONFORMED DOCUMENTS FINISHED GRADE COMMON FILL // 12" (TYP.) // �/��/ / M4, /1/*� i /0,, N.T.S. W/ SIZE OF PIPE SEE NOTE 4 PIPE O.D. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE NOTE 8) SELECT COMMON FILL UNDISTURBED (SEE NOTE 3) TRENCH WIDTH VARIES NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN THE CITY RIGHT -OF -WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT -OF -WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL CAUTION BURIED RECLAIMED WATER LINE BELOW NOTE: Standard Non - Detectable Warning Tape Reclaimed Water Line Tape is 3" Wide and Purple With Black Lettering Force Main Tape is 3" Wide and Green with Black Lettering PIPE IDENTIFICATION AND WARNING TAPE N.T.S. W.S. DETAIL 6 -9 -00 BY DT POST (OPTIONS: 2"x4" OR 2 -1/2" MIN. DIA. WOOD; STEEL 1.33 LBS /FT. MIN.) O O O TTh FDOT INDEX #102 N.T.S. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) COMMON FILL SELECT COMMON FILL BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9) NOTES: N.T.S. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) 12" (TYP.) 6' MAX ELEVATION F.D.O.T. TYPE 111 SILT FENCE L TRENCH WIDTH VARIES W/ SIZE OF PIPE PRINCIPAL POST POSITION (CANTED 20° TOWARD FLOW) OPTIONAL POST POSITIONS HI 20 °+ SECTION UNDISTURBED EARTH FINISHED GRADE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15 ", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N.T.S. SET IN EPDXY I L HANDRAIL TOP MOUNTED HANDRAIL DETAIL EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH BOX SHALL NOT REST ON VALVE OR PIPE VALVE (TYPE AS SPECIFIED) 14 THHN SOLID COPPER TRACER WIRE N.T.S. HANDRAIL DETAIL N.T.S. POST REINFORCING INSERT ALUMINUM TOE BOARD ALUM. COVER FLANGE W /SET SCREW RECLAIMED WATER I I± I � TO BE DETERMINED PIPE FLANGE WITH 4 -1/4"0 S.S. EXP. ANCHORS (TYP.) SHOWN POST INSERT SIMILAR S.S. PIPE CLAMP 3/8" S.S. CARRIAGE BOLT, NUT, & WASHER TYPICAL VALVE BOX COVER DETAILS 1 -1/2"0 PIPE HANDRAIL & POST 7 SET TOP OF VALVE BOX TO FINISHED GRADE TOE BOARD DETAIL N.T.S. 4' moll= 18 "x18 "x4" CONCRETE COLLAR WITH #4 REBAR ADJUSTABLE VALVE BOX (CAST IRON) \ MECHANICAL JOINT GATE VALVE GATE VALVE AND VALVE BOX DETAIL POST REINFORCING INSERT ALUMINUM HANDRAIL ALUMINUM TOE BOARD 36' MIN. TOP OF WALKING SURFACE PIPE RESTRAINT FOR D.I. PIPE MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE SIZE - INCHES FITTING TYPE 4 6 8 10 12 14 16 18 20 24 VERT. UP OR HORIZ 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND VERTICAL DOWN 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND BRANCH OF TEE DEAD END REDUCERS SIZE RESTR.LENGTH SIZE RESTR.LENGTH 2 8 20 4 8 17 42 15 42 6X4 31 16X6 123 6 12 29 6 12 25 60 31 60 8X4 57 16X8 106 4 7 15 37 8 15 32 77 48 77 8X6 33 16X12 60 4 18 44 9 19 39 94 63 94 10X6 59 18X8 126 5 10 21 52 11 22 45 109 79 109 10X8 32 18X12 86 6 12 24 59 12 25 52 125 94 125 12X6 82 18X16 32 6 13 27 65 14 28 58 140 108 140 12X8 59 20X12 109 7 14 30 72 15 31 64 155 123 155 12X10 32 20X16 60 8 16 32 78 17 34 70 169 136 169 14X6 103 24X12 150 9 18 37 90 19 39 82 197 164 197 14X8 84 24X16 110 TAPE N.T.S. NOTES: 1. SAND -SILT SOIL (COHESIONLESS SOIL WITH 30° INTERNAL FRICTION ANGLE, PIPE FRICTION /SOIL FRICTION RATIO = 0.75, SOIL DENSITY 90 PCF). 2. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). 3. 150 PSI DESIGN PRESSURE. FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35 %. 4. 3 FOOT MINIMUM COVER ON THE PIPE. 5. ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS DUCTILE IRON PIPE PIPE RESTRAINT FOR PVC PIPE (C -900/C -905 DR 18) MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE SIZE - INCHES FITTING TYPE 4 6 8 10 12 14 16 18 20 24 VERT. UP OR HORIZ 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND VERTICAL DOWN 11 -1/4 BEND 22 -1/2 BEND 45 BEND 90 BEND BRANCH OF TEE DEAD END SIZE RESTR.LENGTH SIZE RESTR.LENGTH 2 5 10 23 6 11 23 56 20 56 6X4 41 16X6 159 3 6 13 32 8 16 33 79 41 79 8X4 74 16X8 137 4 8 17 42 10 20 42 102 63 102 8X6 43 16X12 79 5 10 21 50 12 24 51 122 83 122 10X6 76 18X8 163 6 12 24 58 14 28 59 143 103 143 10X8 41 18X12 111 6 13 27 66 16 32 67 163 129 163 12X6 106 18X16 41 7 15 30 73 18 36 75 182 141 182 12X8 77 20X12 141 8 16 33 80 20 40 83 201 159 201 9 17 36 87 22 43 91 219 177 219 10 20 41 100 25 50 105 253 210 253 REDUCERS 12X10 42 20X16 78 14X6 133 24X12 194 14X8 108 24X16 142 NOTES: 1. SAND -SILT SOIL ( COHESIONLESS SOIL WITH 30° INTERNAL FRICTION ANGLE, PIPE FRICTION /SOIL FRICTION RATIO = 0.6, SOIL DENSITY 90 PCF). 2. PIPE LAYING CONDITION 3 (NO SELECT BEDDING OR BACKFILL). 3. 150 PSI DESIGN PRESSURE. FOR 200 PSI DESIGN PRESSURE (FIRE LINES), INCREASE RESTRAINED LENGTH BY 35 %. 4. 3 FOOT MINIMUM COVER ON THE PIPE. 5. ALL RESTRAINED JOINT LENGTHS IN FEET. RESTRAINED JOINT PIPE LENGTHS C900 PVC PIPE TRACING WIRE GENERAL NOTES: TAPE 1. PIPE LINE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER, RECLAIMED WATER AND SEWER FORCE MAINS. 2. SYSTEMS - TRACING WIRE SHALL ALLOW TRACABILITY OF ALL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENTIFIED PVC VALVE BOX AT THE END OF THE RUN. TRACING WIRE CONNECTION No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. WO4141 File: Standard Details. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB.., 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 STANDARD DETAILS Sheet No. C-14 CONFORMED DOCUMENTS PROPOSED UTILITY MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS POTABLE WATER RECLAIMED WATER* SANITARY SEWER FORCE MAIN SANITARY SEWER GRAVITY MAIN STORM VACUUM TYPE R SANITARY SEWER HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL POTABLE WATER -- - - 3 ' 12 " 6 ' 12 " 6' ** 6" ABOVE 3' 6" ABOVE 12" BELOW 12" BELOW RECLAIMED WATER 12" __ — "" 3' 12" 3 ' 12" __ __ SANITARY SEWER FORCE MAIN 6' 12" 3' 12" -- -- -- -- -- -- SANITARY SEWER GRAVITY MAIN 6 , ** 6" ABOVE 3' 12" 12" BELOW FIRE HYDRANTS WI UNDERGROUND DRAINS -- -- 3' -- 6' -- 6' - 3' 2 1/2" HOSE NOZZLES BREAKABLE BARREL COUPLING OR FLANGE FINISHED GRADE DRAIN VALVE SHALL BE PLUGGED N.T.S. L NOTES: 6" STANDARD HYDRANT WITH 5 1/4" OPENING CAP CHAINS ONE PUMPER OUTLET NOZZLE ON STREET SIDE PROVIDE CONCRETE COLLAR IN PAVED AND UNPAVED AREAS LOCKING 6" HYDRANT ADAPTER AND HYDRANT TEE, OR 3/4" TIE RODS (MIN 2 PER CONNECTION PIECE) 6" CONNECTING PIECE 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW # 42 MEDALION AMERICAN DARLING B84B, OR THE MUELLER A -423. 2. THE BARREL SHALL BE PAINTED YELLOW AND TOP WHITE 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS 18 "x18" x 4" CONCRETE COLLAR WITH #4 REBAR CAST IRON BOX 6" MECHANICAL JOINT GATE VALVE FIRE HYDRANT ASSEMBLY DETAIL 3' -0" MIN COVER N.T.S. 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES PER THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. *2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 62 -610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. * "4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND GRAVITY SANITARY SEWER MAY BE REDUCED TO 3 FEET IF THE BOTTOM OF THE WATER MAIN IS LOCATED AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SEWER. 5. AT UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED ABOVE OR BELOW THE OTHER UTILITY PIPELINE MAXIMIZING THE SEPARATION OF PIPELINE JOINTS. ALTERNATIVELY, WATER MAIN JOINTS MUST BE: A. AT LEAST 3' FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR UNRESTRICTED PUBLIC ACCESS RECLAIMED WATER. B. AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS, AND ALL OTHER TYPES OF RECLAIMED WATER. 6. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED TOUCHING ANY PART OF A SANITARY MANHOLE OR STORM SEWER MANHOLE OR INLET STRUCTURE. MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS LEGEND • FLOATING TURBIDITY BARRIERS • •i• • • • • • Current ,Structure Alignment TURBIDITY BARRIER APPLICATIONS A TURBIDITY BARRIERS DETAIL 7. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS MUST BE AT LEAST 10 FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065 (2), F.S., AND RULE 64E- 6.002, F.A.C. (E.G. SEPTIC TANKS, DRAIN FIELDS, AND GREASE TRAPS). 8. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER. A. WHERE A WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE AND /OR WHERE A WATER MAIN CROSSING HAS LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN JOINTS: B. WHERE A WATER MAIN IS BEING LAID LESS THAN 3 FEET HORIZON- TALLY FROM ANOTHER PIPE LINE AND /OR WHERE A WATER MAIN IS BEING LAID WITH LESS THAN THE REQUIRED MINIMUM VERTICAL SEPARATION: N.T.S. FDOT INDEX NO. 103 1. USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS, FORA GRAVITY OR VACUUM TYPE PIE LINE. 2. USE OF WELDED, FUSED OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPE. 3. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST 4" THICK FOR EITHER PIPE. 1. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25" THICK D.I.P.), OR CONCRETE ENCASE- MENT AT LEAST 4" THICK FOR THE WATER MAIN AND THE OTHER PIPE LINE IF THE OTHER PIPE LINE CONVEYS WASTEWATER OR RECLAIMED WATER. 6' Max. STAKED TURBIDITY BARRIER GENERAL NOTES EXISTING EDGE OF ASPHALT. CONTRALTO R TO COORDINATE INSTALLATION OF AGGREGATE WITH COUNTY. NOTE: INSTALL SHOWER WITH ALL GALVANIZED PIPING, SUPPORTS, ETC. SUPPORT FROM STRUCTURE AS REQUIRED 1 1/4" SUPPLY (ROTATE TEE TO ACCOMMODATE SUPPLY LINE LOCATION) PROVIDE FLOW ALARM, SEE ELEC. DWGS. BRADLEY MODEL 51931- AL -SR, O/E COMBINATION SHOWER & EYE WASH SAFETY STATION NOT TO SCALE 1 1/4" INDIRECT WASTE LINE ANCHOR SUPPLIED BY MANUFACTURE. (TYP.) 1/2" EXPANSION JOINT SLOPE SHOWER / EYEWASH STATION DETAIL N.T.S. 20'R MIN. W WHEELS SUPPLY IF ATER NECESSARY TO WASH 4 0 • °r � O O r /� ?•�:�• -^ • i�� d J OV O �•\ CT 20'R MIN. dP•' ril' go O� Q�OQ a�J?..� - : f;jto is COARSE AGGREGATE MIN 12" THICK 50' MIN PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, FDOT SIZE No. 1 (1 2" TO 3 i ") MINIMUM THICKNESS 6" WITH GEOTEXTILE UNDERLINER. LE TEMPORARY CONSTUCTION ENTRANCE DETAIL No. A A A A Date 3/17/11 Revision ADD BMP TO DETAILS By WCG No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCG GCM /DGH WCG TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Standard Details. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.O A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 STANDARD DETAILS Sheet No. C-15 CONFORMED DOCUMENTS 16'_10" 3' -0" 3' -0" 12'_8" 8 „ 8 ,, ENTRY V ENTRY V / SHOWER/ STATION • • • • • • 1 I' • • • • • D -101 C ROOM 1018 ELECTRICAL ROOM CHEMICAL ROOM F.F. EL. = 10.0 • • w Y 0 X O w a O 0 O D -101C PORTABLE EXTINGUISHER TYPE MINIMUM (TYP. ) O FIRE A -C, 20 LB. ROOM • _� UTILITY SINK D -1018 OA 101A ,A 1 550 GALLON SODIUM HYPOCHLORITE ODIS 4333 3NRi0lH0 STORAGE TANK D -101A OA • • • • • • • • • • I I • • 20 8" AC SLAB FLOOR PLAN SCALE: 1/4", 10'-0" F. F. EL =10.0 NORTH ELEVATION SCALE: 1/4 "= 1 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 10'-0" CONCRETE SLAB CONCRETE SLAB 16" HDPE LAKE SUCTION PIPE ALDRIDGE - BENGE FIREFIGHTER SAFETY ACT OF 2008 1. THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR. 2. THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL NOT BE LESS THAN 4 FEET (48 INCHES). 3. THE DISTANCE ABOVE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL NOT BE MORE THAN 6 FEET (72 INCHES). 4. THE MALTESE CROSS SIGN SHALL BE OF A REFLECTIVE MATERIAL 5. INSTALL KNOX BOX PER FIRE DEPARTMENT REQUIREMENTS. Q 6. INSTALL "DANGER CHLORINE" SIGNS ADJACENT ALL DOORS TO CHEMICAL ROOM AND WITHIN CHEMICAL ROOM. 8" CMU DOOR SCHEDULE ROOM DESIGNATION CHEMICAL- 101A CHEMICAL- 101A ELECTRICAL - 101B DOOR NUMBER D -101A, B D -101C D -101 D DOOR SIZE WIDTH HEIGHT DOORS TYPE A MAT'L AL AL AL FIN FRAMES TYPE A A MAT'L AL AL FIN FIRE RATING (MIN) HARD- WARE SET NOTE NO. NOTES ROLLUP DOOR SINGLE DOOR SINGLE DOOR SEE DETAIL A FOR HEAD, THRESHOLD AND JAMB DETAILS HARDWARE SET 1 CONSISTS OF HINGES, KICKPLATE, LOCKSET AND CLOSER- HOLD OPEN ARM ALL HARDWARE TO BE STAINLESS STEEL. 1. VERIFY ALL DOOR SIZES AND FRAMES PRIOR TO INSTALLATION TO ASSURE PROPER OPERATION OF THE DOOR UNIT. 2. ALL EXTERIOOR DOORS AND FRAMES SHALL BE ABLE TO WITH STAND 110 MPH WIND LOAD. 3. EXTERIOR SWINGING DOORS SHALL BE OPERABLE BY A FORCE OF NOT MORE THAN EIGHT AND ONE -HALF POUNDS APPLIED TO THE LATCH STILE. 8 "x16 "CMU LINTEL COMP.FILLER ROD & SEALANT EACH SIDE FRAME(FRP OR ALUM) DOOR (FRP OR ALUM) EQ DOOR JAMB ROOM NO. 101 WALL MTL. CMU RATING FINISH SYS 16 COLOR CEILING MTL. DW RATING FINISH SYS 17 COLOR FLOOR MTL. S -GONG. RATING FINISH SYS 9 COLOR NONE HIP ROOF SCALE: 1/4 DOOR HEAD MO DOOR DETAILS NTS EQ WEST ELEVATION ROOM FINISH SCHEDULE SYS 16 S -GONG. DW SYS 17 ALL MASONRY SHALL BE SEALED PER SECTION 09900 SYSTEM No. 16 SMOOTH FINISHED CONCRETE DRYWALL ALL CONCRETE SHALL BE SEALED PER SECTION 09900 SYSTEM No. 17 THRESHOLD SET IN GROUT ROUGH OPENING 0.0417 5" ALUMINUM DOWNSPOUT I I I 7- 8 CMU F. F. EL =10.0 ROLL -UP DOOR DOOR THRESHOLD SEE SCHEDULE FRAME TYPES 0.0417 NTS NTS SEE SCHEDULE DOOR TYPES PANIC HARDWARE KEYED LOCK SET No. A 0 A Date 6/10/11 Revision DRC REVIEW By WCG No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Building Elevations. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 ELECTRICAL /CONTROL BUILDING FLOOR PLAN, ELEVATIONS AND DOOR SCHEDULE Sheet No. 4 9 1 CONFORMED DOCUMENTS J:\ W04141 \DWG \Lake Jesup Planslake Jesup Conformed1W04141 S1 Lake Jesup Building Elevations.dwg Jun 22, 2011 PREFABRICATED TRUSS ROOF TRUSS SYSTEM HURRICANE ANCHORS AT EACH TRUSS IMBEDDED IN CONCRETE PROVIDE END STRAPPING IN ADDITION TO THE TRUSS STRAPPING SEE DETAIL, THIS SHEET FINISHED FLOOR 6" ABOVE FINISHED GRADE #4 BARS 18" O.C.E.W. SCALE: 1/2" = 1' -0" FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR CQ1\1P NFN'> S & CLADDING CALCULATIONS CONFORM ' ITD ASCE 7-05 Building Inf ativni Job Info7r n 1iw ' '114 (;l nl7alip�ts7`ypp; WA1LL(3F£iv']@1C$: Im pur�treFnexvr: ' - ` .Mb Nti�mber; W44141. �:�Wv(.' Yegorg: 'S '7—"i �� E'ornp:�n}hi�me C. Engineers i]itr�roua3u(ylFnctor(k� Q�9 IMi�Rk4fM7i9+11. isiy;paxed77y: FNl:Anydtlw. 7 »terna3 kxi5gisl'� �ae71iu 0.7& 1Ja'tcFT"ne: 91191:tU$] 8..17 AM nleon xe'oTiHteFght {#E}.' IZ G(t�nt3�Ism�. W7a[ew Springs +��tdiag '73 .JabAeseilptFFon: ( 7aR7ra�easc' 8ee�ain�£dAo4sfnr- Ilooritevuooe Rnaf Sbpg� 'I Yy: Veidt7tot.EntlZonc ( ttj. Ckpenin�i9u1 •Jc11F9peu77],7)ase.II plat! ant: 4nc11f] pnoin,. q) ce;(f t/ I1�rcnirs S iittP in) IL t3Ta ini;{ k] t3tikC�l ()I 17�1� £ +I= kw„iFSfFIlM1�6l L'pes 1 I , au ]n kab 1 - •A' II 6.6. .� (. ills: ) r'C;II'mgram I'iles',Structures tntossationall4Windlwind toast ** OPENING MARK DESIGNATIONS FOR EXTERIOR DOORS, WINDOWS AND LOUVERS ARE SHOWN ON THE BUILDING PLAN AND ELEVATIONS AND CORRESPOND TO THE INFORMATION SHOWN ON THE CHART ABOVE ASPHALT SHINGLES 30# FELT (MIN.) PROVIDE 4" THICK R -19 BLANKET INSULATION //,\/// VAPOR BARRIER COMPACTED FILL 8 "x16" CONC. BLOCK EL. 10.00 TYPICAL WALL SECTION GEORGIA PACIFIC 5/8" DENSARMOR PLUS ABUSE GUARD PAPERLESS DRYWALL SPECKLED AND PAINTED, FASTEN PERPENDICULAR TO TRUSSES WITH 5D COOLER NAILS OR 1 -1/4" DRYWALL SCREWS @ 7" O.C. 1 /2" EXTERIOR PLYWOOD DECKING PROVIDE 2x4 BLOCKING STAGGERED BETWEEN TRUSSES (TYP.) #5 DOWEL 2 - #5 CONTINUOUS fons; 3/4" HARDIEBOARD TRIM BOARD COVERED WITH ALUMINUM FASCIA 5" ALUMINUM RAIN GUTTER UMINUM SOFFIT EXTERIOR TO HAVE STUCCO IS PAINT INTERIOR ALUMINUM DOWNSPOUT (2 LOCATIONS) 1 - #5 BAR AT FILLED CELLS WHERE SHOWN ON PLANS OVERLAP BARS 25" CONCRETE SPLASH PAD 2 ROWS, CONCRETE FILLED "U" BLOCK W/ 1 - #5 BAR CONTINUOUS EACH ROW (BOTH ROWS TO BE POURED SIMULTANEOUSLY WITH 3000 P.S.I. PEA ROCK MIX) AT OPENINGS THE PRECAST LINTEL TAKES THE PLACE OF ONE ROW OF U- BLOCKS. SEE DETAIL THIS SHEET NOTES: 124/2011 1. PROVIDE SOIL STABILIZATION BENEATH THE SLAB. 2. CONCRETE FLOOR SURFACE TO BE SEALED. 3. REINFORCING BARS TO BE ASTMA615 GRADE 60. 4. SLAB AND TERMITE TREATMENT AND VAPOR BARRIER ARE REQUIRED PER FBC -2007. FORMS 16" BOND BEAM CONTINUOUS AROUND BUILDING DETAIL SCALE: 1" = 1' -0" BUILDING AND ROOFING MATERIALS: THE TRUSS SYSTEM FOR THE BUILDING SHALL BE AN ENGINEERED SYSTEM DESIGNED AND CONSTRUCTED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT DRAWINGS FOR APPROVAL OF THE TRUSS SYSTEM WITH THE ENGINEER'S SIGNATURE AND RAISED SEAL. THE TRUSSES SHALL BE CONSTRUCTED OF SOUTHERN YELLOW PINE WITH NOMINAL DIMENSIONS NOT LESS THAN 2" x 4 ". THE TRUSSES SHALL NOT BE SPACED ANY GREATER THAN 24" APART. THE DESIGN OF THE TRUSSES SHALL COMPLY WITH THE FLORIDA BUILDING CODE AND LOCAL CODES TO INCLUDE WIND LOADS RESULTING FROM HURRICANES. THE TRUSS MANUFACTURER SHALL ALSO ADVISE THE CONTRACTOR OF ANY SPECIAL ANCHORING REQUIREMENTS FOR THE TRUSS SYSTEM. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH THE INSTALLATION OF THE TRUSSES. CONTRACTOR TO FURNISH HURRICANE ANCHORAGE SYSTEM WITH A MINIMUM UPLIFT STRENGTH REQUIRED BY THE TRUSS SUPPLIER. SHINGLES SHALL BE ELK TIMBERLINE COOL SERIES. COLOR SHALL BE BARKWOOD. ROOF SHEATHING TO BE 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD WITH CLIPS AND FASTENED TO THE TRUSSES WITH 8d GALVANIZED BOX NAILS AT 6" O.C. AT EDGES AND AT INTERMEDIATE FRAMING. SHEATHING SHALL BE COVERED WITH 30# FELT. SHEATHING SHALL BE SEPARATED BY ALUMINUM CLIPS. THE DRIP EDGE, SOFFIT AND FASCIA SHALL BE ALUMINUM WITH A FACTORY APPLIED ENAMEL COATING. THE DRIP EDGE, FASCIA AND SOFFIT SHALL BE ATTACHED USING ALUMINUM NAILS. GUTTERS AND DOWNSPOUTS SHALL BE PROVIDED ALONG BOTH SIDES OF THE BUILDING. THE MATERIAL OF THE GUTTERS AND DOWNSPOUTS SHALL MATCH THE FASCIA AND SOFFIT. A MINIMUM OF TWO DOWNSPOUTS SHALL BE PROVIDED. THE CONTRACTOR SHALL ALSO PROVIDE A SPLASH BLOCK AT THE BOTTOM OF EACH DOWNSPOUT. THE SPLASH BLOCK SHALL BE CONCRETE. MASONRY UNITS TORE 8 "x8 "x16" IN ACCORDANCE WITH ASTM C90. MORTAR SHALL BE TYPE . M . OR 'S IN ACCORDANCE WITH ASTM C270. SEE SPECIFICATIONS FOR INTERIOR AND EXTERIOR PAINTING REQUIREMENTS. No. A A A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: TMZ GCM DEM TMZ AS SHOWN Date: MARCH 19, 2009 Job No. W04141 File: Building Details.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers Architects Surveyors Landscape Arch. Planners Environmental Scientists Construction Management Design/ Build (C.O.A. N. 3215) (Lic. No. AA2600926) (L.B. Na. 7143) (Lk. N. LC00002.) 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 ELECTRICAL /CONTROL BUILDING SECTION AND DETAILS Sheet No. S-2 CONFORMED DOCUMENTS ROOF WIND UPLIFT PRESSURES (PSF) EFFECTIVE WIND AREA ROOF ZONES V =110 MPH, EXP. B, I = 1.0 BUILDING CATEGORY II, Cpi = +/- 0.18 10 20 50 100 (1) +10.0/ -21.8 +10.0/ -21.2 +10.0/ -20.5 +10.0/ -19.9 (2) +10.0/ -36.5 +10.0/ -32.6 +10.0/ -27.5 +10.0/ -23.6 (3) +10.0/ -55.0 +10.0/ -45.5 +10.0/ -33.1 +10.0/ -23.6 COMPONENT AND CLADDING WIND PRESSURES EFFECTIVE WIND AREA WALL ZONES v=110 MPH, EXP. B, I = 1.0 BUILDING CATEGORY II, Cpi = +/- 0.18 10 20 50 100 (4) +21.8/ -23.6 +20.8/ -22.6 +19.5/ -21.3 +18.5/ -20.4 (5) +21.8/ -29.1 +20.8/ -27.2 +19.5/ -24.6 +18.5/ -22.6 GENERAL CONDITIONS: 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS, AND ASCE 7 -05. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND /OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. IT SHALL BE THE SOLE RESPONSIBLY OF THE CONTRACTOR FOR INITIATING, MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PROCEDURES. 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, PRE - ENGINEERED METAL BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. SPECIALTY ENGINEERED PRODUCTS A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. HANDRAILS 2. MISCELLANEOUS STEEL 10. DESIGN LOADS: A. DESIGN WALL LOADS: 1. 250 PSF SURCHARGE. 2. 70 PCF EQUIVILENT FLUID PRESSURE. B. DESIGN ROOF & DOCK LIVE LOAD: 1. 100 PSF C. DESIGN WIND LOAD: (IN ACCORDANCE WITH FBC 2007 AND ASCE 7 -05.) 1. BASIC WIND SPEED (3 SECOND GUST): 110 MPH 2. WIND IMPORTANCE FACTOR, I = 1.15 3. BUILDING CATEGORY: III 4. WIND EXPOSURE CATEGORY: B 5. COMPONENTS AND CLADDING WIND PRESSURE: SEE WIND LOAD SCHEDULE THIS SHT. 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 D. BUOYANCY LOADS: 1. 100 YR. FLOOD ELEV. = +9.75' (VERIFY W/ CIVIL PRIOR TO FABRICATION & CONSTRUCTION.) 2. T /MAT ELEV. = +5.0' 3. BUOYANCY HEAD = +9.75'- 5.0' +2.0' (MAT THICKNESS ) = 6.75 FT. 11. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS WILL NOT BE PERMITTED. B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT /ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR INCLUDING THE CURTAIN WALL GLAZING SYSTEM SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW BY THE ARCHITECT /ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF OBSERVATIONS. 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. PRECAST HOLLOW CORE PLANKS 1. EDGE DISTANCE A = 6 FEET O ® O ELEVATION FOUNDATION: FOUNDATION DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 PSF AS RECOMMENDED IN A REPORT PREPARED BY NODARSE AND ASSOCIATES PROJECT N0. 01 -09- 0088 -102A DATED 10/08/09. 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOWABLE BEARING PRESSURE. 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. CONCRETE: CONCRETE MEMBERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1 ". B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. C. 5000 PSI CONCRETE SHALL HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.40. 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL CONFORMING TO ASTM A -615 GRADE 60. SUBMIT ALL REINFORCING STEEL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. 7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES ", AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 12. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE PLACEMENT. 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC SUPPORT REINFORCEMENT_ TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. 15. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 16. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION SHALL BE KEPT BY THE CONTRACTOR ON SITE. 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. A 1. EDGE DISTANCE A = 6 FEET PRECAST HOLLOW CORE PLANK: PRECAST PLANKS SHALL BE PRESTRESSED HOLLOW CONCRETE PLANK WITH THE SIZE INDICATED ON THE DRAWINGS. THE PLANKS SHALL BE MACHINE EXTRUDED WITH A ZERO SLUMP. 2. PRECAST MANUFACTURER SHALL BE A CERTIFIED PLANT UNDER THE PCI PLANT CERTIFICATION PROGRAM. THE PLANT SHALL CONFORM TO THE PCI 116 - MANUAL FOR QUALITY CONTROL. 3. PRECAST UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. PRESTRESSING STRANDS SHALL BE UNCOATED 7 WIRE CABLE CONFORMING TO ASTM A416,421. 5. PRECAST MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS WHICH BOTH SHALL BE SIGNED AND SEALED BY A LICENCES PROFESSIONAL ENGINEER. 6. PRECAST SHALL BE DESIGNED IN ACCORDANCE WITH ACI 318 AND 311 AND THE LIVE LOAD DEFLECTION SHALL BE SHALL NOT EXCEED THE SPAN /360. 7. PRECAST SHALL MEET THE FIRE RESISTANCE RATING FOR BOTH RESTRAINED AND UNRESTRAINED FOR THE RATINGS REQUIRED BY THE ARCHITECTURAL DRAWINGS. 8. PRECAST HOLLOW CORE UNITS SHALL HAVE 3 INCH MINIMUM BEARING. PLANKS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 9. POINT SHIMMING SHALL NOT BE PERMITTED, IF SHIMS ARE REQUIRED THEY SHALL BE CONTINUOUS. 10. ALL OPENINGS SHALL BE COORDINATED WITH ALL TRADES. OPENINGS LARGER THAN 6 INCH SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL NOT CUT OPENINGS IN THE PLANKS WITHOUT THE PLANK MANUFACTURER'S WRITTEN APPROVAL. 11. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE 12. PLANKS SHALL BE DESIGNED FO THE SUPERIMPOSED LOADS INDICATED IN THE STRUCTURAL NOTES. 13. A 1:3 CEMENT -SAND GROUT MIX SHALL BE USED FOR GROUTING THE KEYWAYS. KEYWAYS SHALL BE GROUTED PRIOR TO PLACING TOPPING OR ANY OTHER SUPERIMPOSED LOAD. I 14. CONCRETE TOPPING SHALL BE NORMAL WEIGHT CONCRETE WITH F'c = 3000 PSI. PREPARE PLANK SURFACE TO RECEIVE TOPPING PER MANUFACTURER'S RECOMMENDATIONS. 15. EXTREME CAUTION SHALL BE USED WHEN DRILLING OR SHOOTING INTO PLANKS. CONTRACTOR CONSULT WITH PLANK MANUFACTURER PRIOR TO DRILLING OR SHOOTING INTO PLANK. PLAN STANDARD ACI HOOK (TYP.) ADDITIONAL HORIZ CORNER BARS. MATCH WALL HORIZ. REINF. 2" CLR L- SHAPED CORNER DETAIL CC -1 EXTEND 48 BAR DIA. U.N.O. ON PLAN TYPICAL SLAB AND WALL OPENING DETAILS N.T.S. 1' -0" 2" CLR. CC -2 COLUMN TYPES WALL VERT. & HORIZ. REINF. PER SECTIONS 62 BAR DIA. LA (4) #6 VERT. BARS #3 TIES AT 12" 0.C. (8) #8 VERT. BARS #3 TIES AT 12" 0.C. PROVIDE (2) #5 X 4' -0" LG. RE- ENTRANT TOP AND BOT. AT EACH CORNER. SPACE AT 3" 0.0. PROVIDE HALF THE AMOUNT OF BARS INTERRUPTED BY SLAB OPENING ON EACH SIDE OF OPENING. SPACE BARS AT 3" 0.0. PROVIDE (2) #5 X 4' -0" LG. RE- ENTRANT TOP AND BOT. AT EACH CORNER. SPACE AT 3" O.C. PROVIDE HALF THE AMOUNT OF BARS INTERRUPTED BY SLAB OPENING ON EACH SIDE OF OPENING. SPACE BARS AT 3" 0.0. HEDULE �\ ADDT'L #4 HAIR EACH WAY AT CENTER OF BEA 2" CLR. CONCRETE BEAM SEE PLAN & SC STANDARD ACI HOOK CONCRETE BEAM SEE PLAN & SCHEDULE CONC.COLUMN SEE PLAN DOWELS M COLUMN REINF. PR 48 BAR D SPLICE • • w w TYPICAL INTERIOR CONCRETE COLUMN NOTE: H.C. PLANKS NOT SHOWN FOR CLARITY CONC.COLUMN SEE PLAN STANDARD ACI HOOK STANDARD ACI 90° HOOK CONC.COLUMN SEE PLAN & SCHEDULE 2" CLR. PIN M ATCH ERT. OVIDE IA. LAP 4 T /MAT SEE PLAN MAT, SEE PLAN ADDT'L #4 HAIRPIN EACH WAY AT CENTER OF BEAM CONC.COLUMN SEE PLAN & SCHEDULE DOWELS MATCH COLUMN VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE T /MAT SEE PLAN MAT, SEE PLAN TYPICAL EXTERIOR CONCRETE COLUMN NOTE: H.C. PLANKS NOT SHOWN FOR CLARITY HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2589 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engin Architects Surveyors Landscape Arch Planners Environmental Scientists Construction Management Design/ Build (C.O.A. No. 3215) (Lic. No. AA2600926) (LB. No. 7143) (Lic. No. LC0000298) 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK - GENERAL NOTES Sheet No. s-3 CONFORMED DOCUMENTS PRESTRESSED CONCRETE PILE SCHEDULE PILE NO. SIZE UNFACTORED AXIAL LOAD (K) UNFACTORED LATERAL LOAD (K) PILE TIP ELEV. (FT.) 104' -0" ESTIMATED PILE LENGTH (FT.) P -1 14" SQ. 9.8 4.0 —26 +5 31 P -2 14" SQ. 9.8 90' -0" (9 EQUAL PILES AT 10' -0 ") 15 P -3 14" SQ. 9.8 4.0 —2 4' -0" 7 DOCK AT STRUCTURE INTAKE EL . = T I I 1 1 I I I T 1 1 1 I I I I I 1 1 I I I I I T/ DO CH EL. 2 _ 0 L NHWL II LJ I__I I_ _I - � — L–_ _ EL = - 10.0' LJ JLJ LJ LJ PILE TIP PRESSTRESSED SEE PLAN $ CONCRETE PILE & SCHEDULE EL. = - 260' LJ LJ PRESSTRESSED CONCRETE SEE PLAN & SCHEDULE LJ PILE LJ LJ LJ PILE TIP $ PRESTRESSED CONCRETE PILE SCHEDULE PILE NO. SIZE UNFACTORED AXIAL LOAD (K) UNFACTORED LATERAL LOAD (K) PILE TIP ELEV. (FT.) APPROXIMATE PILE CUT OF ELEV. (FT.) ESTIMATED PILE LENGTH (FT.) P -1 14" SQ. 9.8 4.0 —26 +5 31 P -2 14" SQ. 9.8 4.0 —10 +5 15 P -3 14" SQ. 9.8 4.0 —2 +5 7 BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING CB -1 8 X 16 (2) #5 (2) #5 — #3 AT 6" O.C. 24" (6) #6 (6) #6 (2) #6 #3 AT 12" 0.C. CONCRETE PILE CAP SCHEDULE PILE CAP WIDTH DEPTH TOP REINF. BOTT. REINF. INT. REINF. STIRRUPS PC -1 30" 24" (4) #6 (4) #6 (2) #6 #3 AT 12" O.C. PC -2 48" 24" (6) #6 (6) #6 (2) #6 #3 AT 12" 0.C. c0 EL. = —2.0' PILE TIP L T 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUCTURAL CONCRETE TOPPING (TYP.) W/ 6X6 W1.4 X W1.4 WWF T L r L T LJ 1 LJ 1 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUCTURAL CONCRETE TOPPING (TYP.) W/ 6X6 W1.4 X W1.4 WWF P 1 r � LJ r� 1 1 I 1 I r SCALE: 3/16" = 1' -0" SCALE: 3/16" = 1' -0" 90' -0" (9 EQUAL SPACES AT 10' -0 ") INTAKE STRUCTURE DOCK FRAMING PLAN 104' -0" P -1 P -1 14'-0" INTAKE STRUCTURE DOCK - PILE PROFILE 16 77' 8 O -8 -16 -24 -32 1. DATA LISTED ON PILE SCHEDULE IS PER GEOTECHNICAL REPORT BY NODARSE & ASSOCIATES, INC. VERIFY ELEVATIONS PRIOR TO FABRICATION & CONSTRUCTION. NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. DOCK FRAMING PLAN NOTES: 1.) SEE PLAN FOR TOP OF MAT ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF MAT ELEVATIONS PRIOR TO FABRICATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) P —# DENOTES PRESTRESSED CONCRETE PILE, SEE SCHEDULE THIS SHEET. 9.) PC —# DENOTES CONCRETE PILE CAP, SEE SCHEDULE THIS SHEET. 10.) ALL HOLLOW CORE PLANKS SHALL BE 6" THICK (E'c = 5000 P51). 11.) TOPPING SHALL BE 2" MIN. NORMAL WEIGHT CONCRETE (F'c = 4000 PSI) W/ 6x6 — W1.4 X W1.4 W.W.F. 12.) SUPERIMPOSED LOADING: DEAD = 10 PSF (IN ADDITION TO CONCRETE TOPPING) LIVE = 100 PSF 13.) CB —# DENOTES CONCRETE BEAM, SEE SCHEDULE THIS SHEET. HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date 05127111 Revision ADDENDUM By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Lk. No. _492600 926) Surveyors (LB. No. 7143) Landscape Arch. (Lic No. LC0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 INTAKE STRUCTURE DOCK STRUCTURAL PLAN Sheet No. CONFORMED DOCUMENTS V-3" 5-6" 1' -3" / 6" HOLLOW CORE PLANKS W/ 2" MIN. CONC. TOPPING, SEE PLAN , ,- x x x x x x x x np I I CCM 1p 111 x x x x 11111 (V U ` PTT r - IT S , p - - 1 DRILL 1/4" DIAMETER HOLE IN— EACH CORE OF EACH PLANK 1' -0" FROM FACE OF PILE 2 CAP (TYP) FOR DRAINAGE. CLR. VERIFY WITH PLANK SUPPLIER. C OF PILE SEE PLAN 1 CONCRETE PILE CAP SEE PLAN & SCHEDULE SECTION 3/4" = 1' -0" C OF PILE 2" CLR. ALUMINUM GUARDRAIL POST AND BASE PLATE @ 5' -0" 0.C. MAX SEE C -10. 1/4" NEOPRENE PAD BETWEEN BASE PLATE AND CONCRETE CONCRETE EDGE 7 ALUMINUM GUARDRAIL, SEE SHEET C -10. 6" # 4X 8 » B » AT 4' -0" 0.C. (1) #4 CONT. 6" #4 X - 124" AT 4' -0" 0.C. (4) #4 X 26" LONG DOWELS DRILL & EPDXY 6" INTO PILE (EACH PILE) PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE 6" #4 X — I 24" AT 4' -0" 0. 3" MIN. BRG. CLR. (4)44 X 26" LONG DOWELS — DRILL & EPDXY 6" INTO PILE (EACH PILE) • SECTION 3/4" = 1' -0" • • C OF PILE & PILE CAP —L- 2" CLR. 3" MIN. BRG. (1) #4 CONT. 6" #4 X - 124" AT 4' -0" 0.C. CONCRETE PILE CAP SEE PLAN & SCHEDULE � (4) STAINLESS STEEL 3/8 "0 X 3 -1/2" EMBED HILT! HAS RODS IN HILT! HY150 EPDXY (TYP.) ALUMINUM GUARDRAIL POST SEE SHEET C -10 6" HOLLOW CORE PLANKS W/ 2" MIN. STRUC. TOPPING, SEE PLAN PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. Nn. 7143) Landscape Arch. (Li, No. LC0000293) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS Sheet No. s-5 CONFORMED DOCUMENTS FIN. GRADE EL. = 14.00 0 2' -0' VERIFY W/ CIVIL \ FIN. GRADE EL. = 10.00 VERIFY W/ CIVIL 2' -0" 24" THICK CONCRETE MAT W / #7 AT 12" 0.C. E.W. TOP & BOTTOM EL. = 5.00 T.O. MAT 30'— 60'— 5'— a 0 CC -1 CC -1 CC -1 CC— FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL 8" THICK CONCRETE RET. WALL W / #5 VERT. AT 10" 0.C. AND #4 HORIZ. AT 12" 0.C. T /WALL ELEV. = 14.00' FIN. GRADE EL. = 14.00 0 VERIFY W/ CIVIL 30'— k EL. = 5.00 0.0. MAT 24" THICK CONCRETE MAT W / #7 AT 12" 0.C. E.W. TOP & BOTTOM FIN. GRADE EL. = 10.00 0 VERIFY W/ CIVIL r ( 1-2'-0" J �2— 0" FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL FIN. GRADE EL. = 10.00 VERIFY W/ CIVIL 0 Ground Storage Tank - Foundation Plan SCALE: 1/8" = 1' -0" SLAB ON GRADE BY OTHERS SLAB ON GRADE BY OTHERS 0 0 ELECTRICAL /CHEMICAL BUILDING BY OTHERS 0 NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. FOUNDATION NOTES: 1.) SEE PLAN FOR TOP OF MAT ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF MAT ELEVATIONS PRIOR TO FABRIATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) C —# DENOTES REINF. CONCRETE COLUMN. SEE DETAILS ON SHT. S -3. 9.) MB -1 DENOTES 5' -0" WIDE MAT BEAM W/(10) #7 TOP & BOTTOM. HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. Nn. 7143) Landscape Arch. (Li, No. LC0000293) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK - FOUNDATION PLAN Sheet No. s-6 CONFORMED DOCUMENTS BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING CB -2 SEE DETAIL (6) #8 (6) #8 (2) #5 #4 © 4" O.C. = 14.00 0 3 ii) SLOPES DOWN DORE F DORE F I. TOPF FIN. GRADE EL. VERIFY W/ CIVI FIN. GRADE VERIFY W/ CIVI EL. 0 -0 FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL ( \ VERIFY W/ CIVIL Observation Deck - Framing Plan SCALE: 1/8 = 1' -0 z ELECTRICAL /CHEMICAL BUILDING BY OTHERS N • 20" 12" • �• • • N J • CB -2 (F'c = 5000 PSI) 4" TOP REINF. IN (2) LAYERS, SEE SCHED. ON THIS SHT. •-N.-- I—INTERMEDIATE REINF. DIVIDED EQUALLY EA. FACE, SEE SCHED. �k ON THIS SHT. BOTTOM REINF. IN (1) LAYER, SEE SCHED. ON THIS SHT. NOTES 1. TOP STEEL SHALL BE IN (2) LAYERS. 2. INTERMEDIATE REINFORCING SHALL BE DIVIDED EQUALLY EA. FACE. 3. F'c = 5000 PSI. 4. SEE DETAIL ON THIS SHT. NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. OBSERVAION DECK FRAMING NOTES: 1.) SEE PLAN FOR TOP OF DECK ELEVATIONS. VERIFY W/ CIVIL AND MECH. DRAWINGS TOP OF DECK ELEVATIONS PRIOR TO FABRIATION AND CONSTRUCTION. 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, SLAB OPENING DETAILS, AND TYPICAL DETAILS. 7.) SEE CIVIL FOR WATERPROOFING. 8.) CB —# DENOTES REINF. CONCRETE BEAM. SEE SCHEDULE ON THIS SHT. OBSERVATION DECK HOLLOW CORE PLANK NOTES: 1.) ALL HOLLOW CORE PLANKS SHALL BE 10" THICK (F'c = 5000 P51). 2.) TOPPING SHALL BE 2" MIN. NORMAL WEIGHT CONCRETE (F'c = 4000 PSI) W/ 6x6 — W1.4 X W1.4 W.W.F. 3.) SUPERIMPOSED LOADING: DEAD = 10 PSF (IN ADDITION TO CONCRETE TOPPING) LIVE = 100 PSF HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (LB. A, 7143) Landscape Arch. (Li, No. LC00(10298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 OBSERVATION DECK — FRAMING PLAN Sheet No. s-7 CONFORMED DOCUMENTS k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6" 2 4, @ 4' -0" O.C. IN GROUTED KEYWAY OR CORES FIN. GRADE VERIFY W /CIVIL \/ WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) FIN. GRADE VARIES VERIFY W /CIVIL /\// / j \/ SECTION 3/4" = 1' -0" 2" CLR. TYP. STANDARD ACI HOOK (TYP.) ALUMINUM GUARDRAIL, SEE SHEET 0 -10. 3" MIN. BEARING 2" CLR. TYP. SECTION 3/4" = 1' -0" CONC. TOPPING, SEE PLAN NOTES #6 VERT. AT 10" O.C. EACH FACE #5 HORIZ. AT 8" O.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED EQUAL (TYP.) • SEE PLAN CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. HOLLOW —CORE PLANK SEE PLAN FIN. GRADE SEE PLAN VERIFY W /CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL 4 T/ DECK SEE PLAN #4 x 6" 2 @ 4' -0" O.C. IN GROUTED KEYWAY OR CORES CONCRETE RETAINING WALL SEE PLAN FOR STEM THICKNESS AND REINFORCEMENT #5 AT 24" O.C. TRANSV. TOP (3) #5 CONT. BOTTOM k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6"1„„ @ 4' -0" 0.C. FREE DRAINING GRANULAR BACKFILL WRAPPED W/ FILTRATION GEOTEXTILE PER GEOTECHNICAL REPORT'S RECOMMENDATIONS WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) • SECTION 3/4" = 1' -0" 1" LAP -2" CLR. TYP #4 x 8 "6 8" @ 4' -0" O.C. CONC_ TOPPING, SEE PLAN NOTES HOLLOW —CORE PLANK SEE PLAN #6 VERT. AT 10" O.C. EACH FACE #5 HORIZ. AT 8" O.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED EQUAL (TYP.) • CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. T/ DECK SEE PLAN k SEE PLAN T /MAT FOUNDATION (1) #4 CONT. #4 x 6" 4, @ 4' -0" 0.C. =1 FIN. GRADE VARIES \, \/ / / / VERIFY W /CIVIL • o / o / / /ICS C • •\o / C moo o �Q i IK CONT. RIBBED —FLAT WATERSTOP BY GREENSTREAK OR APPROVED ' EQUAL (TYP.) ti � I � N U FREE DRAINING GRANULAR BACKFILL WRAPPED W/ FILTRATION GEOTEXTILE PER GEOTECHNICAL REPORT'S RECOMMENDATIONS WATERPROOFING, SEE CIVIL 6 "0 PERFORATED PVC PIPE. DRAIN TO DAYLIGHT SEE CIVIL STANDARD ACI HOOK (TYP.) SEE PLAN 2" CLR. TYP. #4 x 8"8" @ 4' -0" O.C. CONC_ TOPPING, SEE PLAN NOTES 1 1 T/ DECK SEE PLAN SECTION 3/4" = 1' -0" 1" LAP 2" CLR. TYP. HOLLOW —CORE PLANK SEE PLAN #6 VERT. AT 10" 0.C. EACH FACE #5 HORIZ. AT 8" 0.C. EACH FACE, SEE DETAIL ON S -3 FOR HORIZ. REINF. AT CORNERS DOWELS TO MATCH SIZE & SPACING OF WALL VERT. PROVIDE 62 BAR DIA. LAP SPLICE (TYP.) /// //i U CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. CONC. BEAM, SEE PLAN & SCHEDULE CONC. TOPPING, SEE PLAN NOTES HOLLOW —CORE PLANK SEE PLAN HWL I I I I I I I I - - -L - SECTION 3/4" = 1 -0" HOLLOW —CORE PLANK SEE PLAN CONT. L 4x4x1 /4 W/ 5/8"o X 5" H.S. @ 4' -0" 0.C. HWL EA. SIDE OF BEAM 5/8 "x5" LONG H.S. @ 4' -0" O.C. IN GROUTED KEYWAY FIELD WELD. EA. SIDE OF BEAM CONC. TOPPING, SEE PLAN NOTES T/ DECK SEE PLAN CONC. COLUMN BEYOND HIGGENBOTHAM E n g i n e e r i n g , c FLORIDA C.A. N0. 26850 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 No. A A A Date Revision By No. A A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: HGH RED HGH HGH AS SHOWN Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION 2509 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C.O.A. No. 3215) Architects (Li, No. _492600 926) Surveyors (t. B. No. 7143) Landscape Arch. (Lic No. LC0000298) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 GROUND STORAGE TANK/ OBSERVATION DECK - STRUCTURAL SECTIONS Sheet No. S-8 CONFORMED DOCUMENTS ABBREVIATIONS GENERAL NOTES mU ❑U ZCn < (nX0 �p ma Q HcuC7ZZZU) H U� a ❑U)�U) J W 2HU m�S<U22? <U < < Q Q Q « « « « « Q Q Q Q< Q m m m m m m m O V U U U U U U U U U U O O O O D U U U U U U U ❑❑❑❑❑❑❑❑❑❑❑ 0 W W W W W W W W W W W W W W W W W W W W W LL �I �I W I AMBER, AMPERE, ALARM ALTERNATING CURRENT AIR CIRCUIT CURRENT AIR COOLED CONDENSING UNIT AMPERE FRAME ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT AMPS INTERRUPTING CAPACITY ALUMINUM AUGMENTATION FACILITY CONTROL PANEL ANNUNCIATOR AMERICAN NATIONAL STANDARDS INSTITUTE ALARM RELAY AMERICAN STANDARDS ASSOCIATION AMMETER SWITCH AMPERE TRIP AUTOMATIC TRANSFER SWITCH AUXILIARY AMERICAN WIRE GAGE BLUE BARE COPPER OR BATTERY CHARGER BASIC IMPULSE LEVEL BREAKER BUILDING BRAKE BEARING TEMPERATURE CLOSE, COUNTER, CONTACTOR OR CONDUIT DEGREES CENTIGRADE CABINET CAPACITOR CIRCUIT BREAKER CIRCUIT BREAKER AUXILIARY CONTACT (OPEN WHEN BREAKER IS OPEN AND CLOSED WHEN BREAKER IS CLOSED C CIRCUIT BREAKER AUXILIARY CONTACT (CLOSED WHEN BREAKER IS OPEN AND OPEN WHEN BREAKER IS CLOSED OR TRIPPED) CERTIFIED BALLAST MANUFACTURERS CELL INTERLOCK CIRCUIT CHLORINE CEILING CONCRETE CONDUCTOR CONNECTION CABLE OPERATED SWITCH CONTROL PANEL CONTROL POWER TRANSFORMER CURRENT OR CONTROL RELAY CONTROL STATION CYCLE TIMER OR CURRENT TRANSFORMER CYCLE TIMER CLUTCH CYCLE TIMER MOTOR COPPER COLD WATER PIPE DIRECT CURRENT DIAMETER DOOR INTERLOCK DAMPER MOTOR OR DEMAND METER DOWN DRAW OUT DOUBLE POLE DOUBLE THROW DOUBLE POLE SINGLE THROW DIFFERENTIAL PRESSURE REGULATOR DIFFERENTIAL PRESSURE SWITCH DISCONNECT SWITCH DISCHARGE VALVE LIMIT SWITCH EMPTY CONDUIT EXHAUST FAN EX ELECTRICAL ELEVATION EMERGENCY LOCKOUT RELAY EMERGENCY ELECTRICAL MANHOLE ELECTRICAL METALLIC TUBING ENCLOSURE ELECTRICALLY OPERATED EXPLOSION PROOF ELECTRODE RELAY END SWITCH ENERGY SAVING BALLAST ELAPSED TIME METER ELECTRIC UNIT HEATER ELECTRIC VALVE ACTUATOR ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING FORWARD DEGREES FAHRENHEIT FIRE ALARM ANNUNCIATION PANEL FIRE ALARM CONTROL PANEL FLOW INDICATING TRANSMITTER FULL LOAD AMPERES FACTORY MANUAL FLOW SWITCH FEET O O a A2g,4).0 < cn _ �<a cn U w � <Q = � U U UU�a �a z 0 a 2 cn U v)2 U J C <m ❑WL�ZIL US ,< c t ,N Ow WZ2 » > < < wUUU❑aa'_Jacncn> < H UIiSJ(n mUJ . _=Z�� , U)H > 0 0 C 7 C 7 0 0 0 >>> Y Y J J J J J J J J 2 2 2 2 2 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 Z Z Z Z Z Z Z Z Z 0000000 000 GALVANIZED GENERATOR BREAKER GROUND DETECTOR GENERATOR GROUND FAULT INTERRUPTER GROUND GROUND FAULT RELAY HIGH OR HUMIDISTAT HOT CIRCUIT HANDHOLE HIGH MOTOR TEMPERATURE HAND - OFF -AUTO HAND - OFF - REMOTE HORSE POWER HIGH PRESSURE SODIUM HOUR HIGH WATER CUTOFF HERTZ (CYCLE) INPUT /OUTPUT INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS ILLUMINATING ENGINEERING SOCIETY INSTRUMENTATION ISOLATION JUNCTION BOX KEY INTERLOCK KILOVOLT KILOVOLT AMPERE KILOVAR KILOWATT KILOWATT HOUR LOW, LEVEL LIGHTNING ARRESTED LIGHTING CONTRACTOR LOCAL - OFF - REMOTE LIMIT OR LEVEL SWITCH LIGHT LIGHTING LOW WATER CUTOFF MAGNETIC MOTOR STARTER MILLIAMPERE MAXIMUM MAIN FILTER CONTROL PANEL MOTOR CONTROL CENTER THOUSAND CIRCULAR MIL MOTOR CIRCUIT PROTECTOR MOISTURE DETECTOR MAGNETIC FLOW METER MANUFACTURER MANHOLE, MOUNTING HEIGHT OR METAL HALIDE MINIMUM MAIN LUGS ONLY MOTOR OPERATED VALVE MOTOR PROTECTION RELAY MANUAL MOTOR STARTER MOTOR SPACE HEATER MOUNTED MANUAL TRANSFER SWITCH MILLIVOLT OR MERCURY VAPOR MEGA VOLT AMPERE NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CONTRACTORS NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS NON -FUSED NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NORMALLY OPEN, NUMBER NOT TO SCALE OPEN ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OVERHEAD OVERLOAD OVERLOADS OCCUPATIONAL SAFETY AND HEALTH ACT POLE PUSH BUTTON OR PULL BOX PHOTO CONTROL PROGRAMMABLE LOGIC CONTROLLER POWER FACTOR PHASE, CHEMICAL TERM PANEL PAIR PVC COATED RIGID GALVANIZED STEEL PRIMARY PROXIMITY SWITCH PRESSURE SWITCH POTENTIAL TRANSFORMER, PROGRAM POLYVINYL CHLORIDE POWER 0 N -< XXX �� « « « «« 00000 �� - --1 cncncncncncncncncncncncnc)O) �� U cn �� (ncncn��r,�DD �GOG)r �,1vEi 00ooD ��<c -1cnmmuz=mC) H11§10 �nm �r C) 53;, cn C)S CO cncnCn -D �[) A m S < 4, RED, RAISE, RELAY OR REVERSE RECEPTACLE RESISTOR RIGID GALVANIZED STEEL ROOT - MEAN - SQUARE RAPID START REPEATING TIMER RESISTANCE TYPE TEMP DETECTOR REMOTE TERMINAL UNIT SCHEDULE SECONDARY SPACE HEATER OR SHIELD SOLID NEUTRAL SINGLE POLE SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROW SELECTOR SWITCH OR STAINLESS STEEL STATION TIE BREAKER SUPERVISORY CONTROL SOLENOID VALVE SWITCH SWITCHBOARD SWITCHGEAR THERMOSTAT, TIMER, OR TOTALIZER TACHOMETER TERMINAL BLOCK TIMER CLUTCH OR TIME CLOCK TIME DELAY RELAY TELEPHONE TEMPERATURE TIMER MOTOR TORQUE TELEPHONE TERMINAL BOX OR BOARD TELEPHONE TERMINAL CABINET TYPICAL UNDERWRITERS LABORATORIES UNDERGROUND UNLESS OTHERWISE NOTED UNDER VOLTAGE UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VARMETER VARIABLE FREQUENCY DRIVE VALVE LIMIT SWITCH VOLTMETER VALVE POSITION INDICATOR VOLTMETER SWITCH VARIABLE SPEED CONTROLLER VARIABLE SPEED DRIVE WHITE, WATTS OR WIRE WATTHOUR METER WATT METER WEATHER PROOF WATER TIGHT AUXILIARY RELAY TRANSFORMER TRANSFORMER YELLOW POSITION SWITCH PHASE 1. ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.0 AND LOCAL CODES. 2. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE MECHANICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL DWGS AND APPROVED SHOP DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT. 3. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL BOXES, PANELBOARDS, CONDUITS, CONTROL PANELS ETC, AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. 4. EXPOSED FLEXIBLE CONDUITS SHALL NOT EXCEED 30 INCHES IN LENGTH FOR SIZES 2 INCHES AND LARGER, MAXIMUM OF 18 INCHES FOR SIZES 1 -1/2 INCHES AND SMALLER 5. CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED BY THE NEC AND /OR TO MAKE A WORKABLE INSTALLATION. 6. CONDUIT ENTRY INTO ELECTRICAL EQUIPMENT SHALL BE DIRECTLY BELOW OR ABOVE AND BE LOCATED EQUALLY SPACED FROM EQUIPMENT CENTERLINE No. Date Revision By y No. Date Revision By y Designed by: g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Q Engineers (c.o.A. No. 32 /5) Architects Ltc. vo._ag26uu�2c, Surveyors La No. ��4s) Landscape Arch. (L.c., LC0 000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1217 East Robinson 1Zhi sneer Orlando, Fl. 32801 Phone, 407.425.0452 F ax. 407.648.1036 ABBREVIATIONS eet No. E-1 A © Drawn by: DJK Job No. W04141 A A Checked by: WCH File: SitePlan.dwg WILLIAM C. GOUCHER, P.E. REG - #20700 © p Approved by: WCH © 2009 A A Scale: 1" = 10' CONFORMED DOCUMENTS viations.dwg Jun 23, 2011 .W04141 \DWG \Lake Jesup Plans\ Lake Jesup Conformed \Electrical Conformed Drawings\E-1 ELEMENTARY SYMBOLS ELEMENTARY SYMBOLS (CON'T) SWITCH SYMBOLS SERVICE AND DISTRIBUTION LIGHTING OUTLETS WIRE INTERSECTION POINT ® EXTERNAL CONNECTION POINT NORMALLY OPEN CONTACT H H NORMALLY CLOSED CONTACT 0 STARTER, CONTACTOR OR RELAY COIL NORMALLY OPEN PUSH BUTTON ® ® . I . NORMALLY CLOSED PUSH BUTTON MAINTAINED PUSH BUTTON rU • MOMENTARY MUSHROOM HEAD -N- NORMALLY CLOSED GEARED LIMIT SWITCH i H NORMALLY OPEN GEARED LIMIT SWITCH )2 INDICATING LIGHT 11 11 FUSE POTENTIOMETER H CAPACITOR DIODE H RES1— RESISTOR CONTROL POWER TRANSFORMER ® SWITCH MS —N-1,— MANUAL STARTER O ELECTRODE ® FLOAT SWITCH (CLOSING ON RISING LEVEL) FLOAT SWITCH 11)-7 CIRCUIT (OPENING ON RISING LEVEL) ® PRESSURE SWITCH p (CLOSING ON RISING PRESSURE) �—�'� PRESSURE SWITCH P (OPENING ON RISING PRESSURE) < VACUUM SWITCH V (CLOSING ON INCREASING VACUUM) VACUUM SWITCH (OPENING ON INCREASING VACUUM) ® TEMPERATURE SWITCH (CLOSING ON RISING TEMPERATURE) T TEMPERATURE SWITCH (OPENING ON RISING TEMPERATURE) ' FLOW ACTUATED SWITCH (CLOSING ON INCREASE IN FLOW) FLOW A CTUATED SWITCH (OPEN ON I NCREASE IN FLOW) • ON TIME DELAY SWITCH ... z.... (NORMALLY OPEN WITH TIME DELAY CLOSING AFTER COIL IS ENERGIZED) ® OFF TIME DELAY SWITCH (NORMALLY OPEN WITH TIME DELAY OPENING AFTER COIL IS DE- ENERGIZED) 7 ON (NORMAL TIME DELAY SWITCH CLOSED WITH TIME DELAY OPENING AFTER COIL IS ENERGIZED) OFF TIME DELAY SWITCH I T T (NORMALLY CLOSED WITH TIME DELAY CLOSING AFTER COIL IS DE- ENERGIZED) • TORQUE SWITCH (NORMALLY OPEN) TORQUE SWITCH (NORMALLY CLOSED) • LIMIT SWITCH (NORMALLY OPEN) LIMIT SWITCH ''''' (NORMALLY OPEN, HELD CLOSED) *CT. (NORMALLY CLOSED) LIMIT SWITCH sp.!): LIMIT SWITCH (NORMALLY CLOSED, HELD OPEN) • DIFFERENTIAL PRESSURE SWITCH (NORMALLY OPEN, CLOSING ON INCREASING DIFF.) 4 DIFFERENTIAL PRESSURE SWITCH (NORMALLY CLOSED, OPENING ON INCREASING DIFF.) S SINGLE POLE SWITCH S2 DOUBLE POLE SWITCH S3 THREE -WAY SWITCH S4 FOUR -WAY SWITCH SWp WEATHERPROOF SWITCH Sp SWITCH WITH PILOT LAMP SK KEY OPERATED SWITCH SH HAZARDOUS AREA SWITCH D DIMMER SWITCH SL SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM SLM MASTER SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM -e S SWITCH AND SINGLE RECEPTACLE .8 SWITCH AND DOUBLE RECEPTACLE SD DOOR SWITCH ST TIME SWITCH SCB CIRCUIT BREAKER SWITCH SMC MOMENTARY CONTACT SWITCH OR PUSHBUTTON FOR OTHER THAN SIGNALING SYSTEM El START /STOP SWITCH n❑ SPEED CONTROL LOCAL CONTROL SWITCH MAGNETIC MOTOR STARTER OR CONTACTOR 00 SIZE AS NOTED MOTOR CONNECTION, AS NOTED /� 5 MOTOR CONNECTION, FUTURE OR `-- EXISTING AS NOTED ❑j DISCONNECT SWITCH, SIZE AS NOTED al COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED CEILING WALL 0 1 1 SURFACE OR PENDANT MOUNTED FIXTURE ®1 �1 RECESSED FIXTURE SURFACE OR PENDANT MOUNTED 1 1 FLUORESCENT FIXTURE 1 r RECESSED FLUORESCENT FIXTURE I R I 1 TANDEM FLUORESCENT FIXTURE 1 10 RECESSED TANDEM FLUORESCENT O I I FIXTURE 1 BARE LAMP FLUORESCENT STRIP BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, FLUSH MOUNTED 1 WITH GUARD - FLUORESCENT TROFFER I--0 SURFACE OR PENDANT MOUNTED EXIT LIGHT °R �R RECESSED EXIT LIGHT © I--© BLANKED OUTLET JO HO JUNCTION BOX o- 1 °-• 1 o-40 1 POLE MOUNTED FIXTURE ® EMERGENCY LIGHT FIXTURE NOTE 1: LETTER SUBSCRIPT INDICATES FIXTURE TYPE AS DESCRIBED IN THE LIGHTING FIXTURE SCHEDULE. BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED I SIZE AS NOTED ^ SYSTEMS CABINET FIRE ALARM SYSTEM �--�F PULL STATION H❑F / HORN /LIGHT COMBINATION 1 SMOKE DETECTOR m D DUCT SMOKE DETECTOR ® TELEPHONE TERMINAL BOARD LIGHTNING PROTECTION SYSTEM AIR TERMINAL WITH CAST ADHESIVE 0 BASE MOUNT SINGLE LINE POWER DIAGRAM SYMBOLS BONDING PLATE °H TEE SPLICE .— CONDUCTOR TURNED DOWN G ROOFTOP MAIN CONDUCTOR PLAN SYMBOLS 1 1S 2S ? I 1 R S U /�� A 5 `-' 5 n T � V A V 1 L �1 i T _ I I -3F MCP C CURRENT , CIRCUIT BREAKER i l� COMBINATION MOTOR STARTER WITH MOTOR PROTECTOR. FULL VOLTAGE, NON - REVERSING, SINGLE SPEED 1 R REDUCE VOLTAGE NON - REVERSING A EDUCE OLTAG N (CLOSED TRANSITION), SINGLE SPEED OR SOLID STATE SOFT START 77 FULL VOLTAGE REVERSING SINGLE SPEED 1) FULL VOLTAGE, TWO SPEED F TWO WINDING THERMAL OVERLOADS J AC MOTOR, NUMBER INDICATES HORSEPOWER DC MOTOR, NUMBER INDICATES HORSEPOWER O GENERATOR, SIZE AS NOTED LOW VOLTAGE CIRCUIT BREAKER DRAW -OUT TYPE MEDIUM VOLTAGE CIRCUIT BREAKER DRAW -OUT TYPE LIGHTNING ARRESTOR SURGE SUPPRESSOR SURGE CAPACITOR I I FUSE POTENTIAL RMER, QUANTITY AS NOTED MOTOR CIRCUIT PROTECTOR 7 NO. INDICATES FRAME SIZE TRANSFORMER, QUANTITY AS NOTED ® KEY INTERLOCK POWER PANEL 1 LIGHTING PANEL TT TEMPERATURE TRANSMITTER PT PRESSURE TRANSMITTER ® FLOW INDICATING TRANSMITTER FE FLOW ELEMENT DENSITY INDICATING TRANSMITTER 4 LEVEL INDICATING TRANSMITTER LE LEVEL ELEMENT VM VOLT METER VS VOLT SWITCH AM AMPMETER AS AMP SWITCH MS MOTION SWITCH O FT FLOAT SWITCH FS FLOW SWITCH LS LIMIT SWITCH TS TORQUE SWITCH 0 PRESSURE SWITCH OT THERMOSTAT VS VIBRATION SWITCH 0 SOLENOID VALVE ZS ZERO SPEED SWITCH 0 TIMING RELAY ROOFTOP BONDING CONDUCTOR - -- G - -- MAIN CONDUCTOR CONCEALED BELOW ROOFTOP — — G— — BURIED COUNTERPOISE CONDUCTOR w AIR TERMINAL WITH CAST ADHESIVE BASE MOUNT FOR USE ON TOP OF r EXHAUST FAN HOUSING. RECEPTACLE OUTLET SYMBOLS -, SINGLE RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET -SPLIT WIRED 4D TRIPLEX RECEPTACLE OUTLET -SPLIT WIRED 1 SINGLE SPECIAL PURPOSE RECEPTACLE OUTLET _, (SEE NOTE 1) 1 DUPLEX RECEPTACLE SPECIAL PURPOSE OUTLET (SEE NOTE 1) 1 RANGE OUTLET (SEE NOTE 1) 1 SPECIAL PURPO CONNECTION OR PROVISION CONNECTION (S NOTE 1) 4 1 ASSEMBLY (SEE NOTE 1) 1 CLOCK HANGER RECEPTACLE � (SEE NOTE 1) 1 FAN SEE HANGNOTE E1 R RECEPTACLE ( e FLOOR SINGLE RECEPTACLE OUTLET FL OOR DUPLEX RECEPTACLE ® 1 FLOOR SPECIAL PURPOSE OUTLET (SEE NOTE 1) NOTE 1: NUMERICAL SUBSCRIPT INDICATES THE SHEET NOTE WHERE THE TYPE OF RECEPTACLE AND USAGE IS NOTED. RACEWAY SYSTEM 0 JUNCTION BOX HOME RUN TO PANELBOARD. NO. OF ARROWS INDICATE NO. OF CIRCUITS, HASH MARKS INDICATE NO. OF #12 AWG. CONDUCTORS. NO HASH MARKS INDICATE 2 #12 CONDUCTORS. CONDUIT CONCEALED IN WALL OR ABOVE CEILING CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR TO STRUCTURE OR WALL PB Li _. _ - JACK AND BORE UNDER PB EXISTING PAVEMENT COMMUNICATIONS OS INTERIOR CEILING SPEAKER El< EXTERIOR HORN SPEAKER I I WALL MOUNTED SPEAKER WP EXTERIOR HANDSET 111 DESKTOP HANDSET N FLOOR TELEPHONE OUTLET - PUBLIC I� FLOOR TELEPHONE OUTLET - PRIVATE • FLUSH OUTLET BOX AND COVER PLATE 0 FLUSH FLOOR MOUNTED OUTLET BOX AND COVER PLATE No. Date Revision By y No. Date Revision By y Designed by: g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Q Engineers (c.o.A. �-". 32/5) Architects Lu.N 6U 7143) surveyors (L B. �o. ��43) Landscape Arch. (cic. v o. rc0000zss) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson sneer Orlando, Fl 328 Phone: 407.425.0452 Fax. 407.648.1036 SYMBOLS Sheet No. E_2 A A Drawn by: DJK Job No. W04141 A A Checked by: WCH File: Site Plan.dwg WILLIAM C. GOUCHER, P.E. REG - #20700 A e Approved by: WCH © 2009 A A Scale: 1" = 10' 0 CONFORMED DOCUMENTS BOLLARDS TYPE "D" 250W POLE MTD. SERVICE TRANSFORMER AS TREATMENT DIRECTED BY PROGRESS UNIT (E -6) ENERGY HIGH SERVICE PUMPING (E -7) (STORAGE TANK) /- 1- 2/C #16SH -3/4" INFLUENT FLOW TO AFCP '— METER L1 -24' -- \\ FT FE ELECTRICAL /CHEMICAL BUILDING (E -8,9) MB 131111- N -_ 0 20 GRAPHIC SCALE No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: October 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lk. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 SITE PLAN Sheet No. E CONFORMED DOCUMENTS PAD MTD TRANSFORMER 100A, 600V, RECPT FOR GENERATOR RUSSELL —STOLL JRS1044FR MANUAL TRANSFER SWITCH 100A, 3P, 600V, FUSED, OUTDOORS NEMA 4, 65kAIC RATED MIN. (MTS) RISER NOTES O ACTIVE FILTER AS DIRECTED BY MCC MANF. O CB AS DIRECTED BY VFD MFR O STATUS & ALARM TO LOCAL PLC O LINE REACTOR AS DIRECTED BY MCC MFR O MOTOR LONG LEAD FILTER AS DIRECTED BY MCC MFR O6 TVSS FURNISHED BY MCC MFR O FOR FUTURE PUMPS PROVIDE EMPTY RACEWAYS ONLY O CB SIZED BY MCC MANUFACTURER METERING PROVIDED BY MCC MANF. DISPLAY AMP, VOLTS, HZ AND HARMONICS. METER SHUNT TRIP (3) -4 "W/ 3- 400KCMIL, 44/0 EA. (1) -4" SPARE 3#2,1#6-2" 17) � W/ GFR WP / Do 120KA/ MODE 0 #4/0 TO GND BAR RWP PUMP #1 ' 7,, ffi I (3) -4" W /3- 400KCMIL, 44/0 EA. (1) -4" SPARE VFD VFD (156A) (156A) RWP PUMP #2 225A WP RWP PUMP #3 225A 1000A, 480V, 30, 3W, 65KAIC D ffi FUTURE VFD (156A) I L RWP PUMP #4 (FUTURE) 0 POWER RISER 225A RATED MCC -1 I D 40 INF. PUMP #1 WP r WP WP 40 40 INF. PUMP #2 INF. PUMP #3 ACKWASH MP STATI O N D 60A BOOSTER AIR COMPRESSOR PUMP STATION (5HP) N 1 MCC -1 FRONT VIEW (VARIES W/ MFR) L — J PNL L1 50A 30KVA, 480 - 120/208V, 30, 4W T1 # t 30 TVSS 10 KA /MODE No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: OCTOBER 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 POWER RISER Sheet No. E -4 CONFORMED DOCUMENTS RWP #1 INFLUENT PUMP #1 INFLUEN', PUMP #3 FCP1 AC IVE FILE ER FCP2 RWP #2 FUTURE FCP3 RWP #3 BOOSTER PS RWP #4 INFLUENT SIZE 3 AIR PUMP #2 SPARE COMP. MLO PANEL L1 SPACE PAD MTD TRANSFORMER 100A, 600V, RECPT FOR GENERATOR RUSSELL —STOLL JRS1044FR MANUAL TRANSFER SWITCH 100A, 3P, 600V, FUSED, OUTDOORS NEMA 4, 65kAIC RATED MIN. (MTS) RISER NOTES O ACTIVE FILTER AS DIRECTED BY MCC MANF. O CB AS DIRECTED BY VFD MFR O STATUS & ALARM TO LOCAL PLC O LINE REACTOR AS DIRECTED BY MCC MFR O MOTOR LONG LEAD FILTER AS DIRECTED BY MCC MFR O6 TVSS FURNISHED BY MCC MFR O FOR FUTURE PUMPS PROVIDE EMPTY RACEWAYS ONLY O CB SIZED BY MCC MANUFACTURER METERING PROVIDED BY MCC MANF. DISPLAY AMP, VOLTS, HZ AND HARMONICS. METER SHUNT TRIP (3) -4 "W/ 3- 400KCMIL, 44/0 EA. (1) -4" SPARE 3#2,1#6-2" 17) � W/ GFR WP / Do 120KA/ MODE 0 #4/0 TO GND BAR RWP PUMP #1 ' 7,, ffi I (3) -4" W /3- 400KCMIL, 44/0 EA. (1) -4" SPARE VFD VFD (156A) (156A) RWP PUMP #2 225A WP RWP PUMP #3 225A 1000A, 480V, 30, 3W, 65KAIC D ffi FUTURE VFD (156A) I L RWP PUMP #4 (FUTURE) 0 POWER RISER 225A RATED MCC -1 I D 40 INF. PUMP #1 WP r WP WP 40 40 INF. PUMP #2 INF. PUMP #3 ACKWASH MP STATI O N D 60A BOOSTER AIR COMPRESSOR PUMP STATION (5HP) N 1 MCC -1 FRONT VIEW (VARIES W/ MFR) L — J PNL L1 50A 30KVA, 480 - 120/208V, 30, 4W T1 # t 30 TVSS 10 KA /MODE No. A A A A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: OCTOBER 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 POWER RISER Sheet No. E -4 CONFORMED DOCUMENTS LIGHTING FIXTURE SCHEDULE MARK WATT DESCRIPTION MFR (OR APPROVED EQUAL) A 140 1x4 SURFACE MTD., VAPORTIGHT, FLUORESCENT, BUGTIGHT, FIBERGLASS, GASKETTED, POLYCARBONATE LENS, WET LOCATION, 120V CLASS P BALLAST (2) -40WRS LAMPS ROBERT PVT- 240- LEX -WL B 50 WALL MTD., HPS 50W FIXTURE, FULLY GASKETTED, DARK BRONZE, ALUM. REFLECTOR, POLY CARBONATE REFRACTOR, 120V, DIE -CAST ALUM. HOUSING FULL CUT -OFF GE: CRITERION CCDX- 05- S- 1 -N -1 -B -DKBZ C 150 SEE DETAIL A BELOW D 250 SEE DETAIL B BELOW _ EMERGENCY LIGHTING UNIT, 12V, SEALED LEAD CALCIUM BATTERY WITH TEST, AUTOMATIC CHARGER, DOUBLE HEAD PAR 36 LAMP, TAMPER ALERT, UL STANDARD 924, TEST SWITCH 120V CHLORIDE 12MF -CBL III EMERGENCY LIGHTING UNIT. 12V, NICKEL CADMIUM MAINTENANCE FREE BATTERY, UL LISTED POLYCARBONATE HOUSING, NEMA 4X, 120V. EMERGI-LITE 12KSC -50 -2F 18" AIR TERMINAL BASE COVER SS ANCHOR BOLTS CONC BASE TYPICAL POLE MOUNTED FIXTURE DETAIL 'A' NOT TO SCALE TYPE 'C' LUMINAIRE, ONE PIECE DIE CAST ALUM. HOUSING 150W MH TYPE III, BRONZE FINISH, AUTO -REG BALLAST, ANODIZED ALUM. REFLECTOR, UL WET LOCATION, GASKETED GE OR EQUAL #2 BC GND TO GRID FIBERGLASS 4" (MAX) SQUARE POLE, DARK BRONZE SMOOTH FINISH, 100MPH W/ 1.3 GUST FACTOR, CAST ALUM. HANDHOLE ALUM. ANCHOR BASE AS MANF. 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No. 3225) Architects (Lic. No. AA2600926) Surveyors (LB. No. 7143) Landscape Arch. (Lic. No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 SCHEDULES Sheet No. E -5 CONFORMED DOCUMENTS I�Yi�TY 11111 FCP -1 1110 11 Inv ® 0 21 PREFILTER PF -1 PREFILTER PF -2 ®® 1 INF LULN 1 PUMPS MCC - 1 O MCC - 1 ■. III IP— NIOINI ■ me, 'me, 111 111 Nift • ! ° o j o %11 II II AT TURB, L1 -25 BCP BCP c BCP \ 15 FS P11 \ 15 1 FS \\ FL U S H I G PUMPS ID - o ® MCC - 1 _I I— II II / == p \ (: O D1 pl \ I III FCP -3 FCP -2 I/, \i' - I ® - 9 AL iL Ilia I` _ i . TREATMENT PLAN SCALE: 1 /2" = 1'-0" ■ 5 #10 -3/4" TO L1 -22,23 // MCC -1 BACKWASH PUMP STATI ❑N SHEET NOTES IP -2 ® 5 #14 -3/4' TO AFCP ® EC TO MCC ® EC TO AFCP ® 30 #14- 1 -1/4" TO MFCP ® 18 #14 -3/4' TO AFCP ® 1- 2/C #16SH -3/4' TO AFCP LOCAL HOA Z.( • 3 #12 -3/4' TO MFCP ® 10 #14 -1' TO MFCP ® EC TO MFCP 10 4 #12 -3/4' TO MFCP 11 20 #14- 1 -1/4" TO MFCP 12 1'ALUM, #12TW PR DATA TYPE "C" 150W POLE MID. (TYP,) 5 #10 -3/4" (TYP,) TO AFCP No. A 0 A Date 5/27/11 Revision ADDENDUM NO. 1 By WCH No. A 8 Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 3/8 " =1' Date: OCTOBER 15, 2010 Job No. W04141 File: Treatment Plan.dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA oplb Engineers C.O.A. No. 3215) Architects (L • No. AA2600926) Surveyors (L.B. No. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.2036 ELECTRICAL WILLARD C. HOANSHELT P.E. REG - #42593 TREATMENT PLAN Sheet No. CONFORMED DOCUMENTS 5 1#10 -3/4" TO L1 -18, 21 (500 GPM) PUMP NO.1 JOCKEY (1500 GPM) PUMP NO.2 i i ''' O O O O O O (1500 GPM) PUMP NO.3 (FUTURE) FE L1 -19 PT L1 -20 0 0 AT CL2 ANALYZER L1 -24 CONCRETE SLAB EL. 9.75 SHEET NOTES 0 1- 2/C #16SH -3/4" TO AFCP 2® 5 #14 -3/4" TO AFCP O3 TO VFD ® 5 #14 -3/4" TO AFCP ® EC TO VFD ® EC TO AFCP 0 5 #14 -3/4" TO AFCP No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 3/8 " =1' Date: OCTOBER 15, 2010 Job No. W04141 File: Pump Station. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. N. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 ELECTRICAL WILLARD C. HOANSHELT, P.E. REG - #42593 HIGH SERVICE PUMP STATION Sheet No. E -7 CONFORMED DOCUMENTS TYPE 'B' 30W CENTER OVER DOOR (TYP.) A A L1 -2 SCALE: 3/8 " =1' L1 -6 PC LIGHTING PLAN A TYPE 'A' 64W CEILING MTD. (TYP.) N No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH AS SHOWN Date: OCTOBER 15, 2010 Job No. W04141 File: Building Elevations. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design / Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLARD C. HOANSHELT REG - #42597 ELECTRICAL /CONTROL BUILDING LIGHTING, PLAN Sheet No. E4; CONFORMED DOCUMENTS ACCU -1 208 V, 10 BOND TO BLDG. STEEL (TYP.) GND ROD IN C ❑NC. BOX #4/0 TINNED CU 36' DEEP (TYP.) 1550 GALLON SODIUM HYPOCHLORITE STORAGE TANK WP VFD -3 VFD -4 MCC - 1, MCC -1® /.//> (I) MCC -1O SHUNT TRIP MB L1 -17 L1 -10 SHELF MTD HOUSEKEEPING PAD (TYPICAL) MTS -1 ROOM 101B ELECTRICAL ROOM CHEMICAL ROOM F.F. EL. = 10.0 MB L1 -13,15 GND BARN / #4/0 1 AHU -1 L1 -8 PNL L1 FLOOR PLAN SCALE: 3/8"=1' WP WP' L1 -25 WP RWP #1 RECPT MCC -1 1 L1 -24r .1° EF -1 WALL MTD. 115V WP ROOM 101A L1 -9 MTS \#L // L1 -7 WP N SHEET NOTES ® 16 #14 -1" TO AFCP (3)- 2 /C #16SH -1" TO AFCP O3 EC TO MCC -1 ® EC TO AFCP 0 20#14-1' TO AFCP © (6)- 2/C #16SH- 1 -1/4" TO AFCP No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH AS SHOWN Date: OCTOBER 15, 2010 Job No. W04141 File: Building Elevations. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLARD C. HOANSHELT REG - #42593 ELECTRICAL /CONTROL BUILDING POWER PLAN Sheet No. E-9 CONFORMED DOCUMENTS z GRADE CADWELD BRAIDED COPPER END BELL TYPICAL RACEWAY (18" MIN. DEPTH) GROUT ALUM. PIPE SLEEVE 5/8 "X10' COPPERWELD GND ROD 4" 36" SQUARE PULLBOX (PB) 4" HOT DIPPED GALV. STEEL TRAFFIC COVER, H -20 LOADING, WITH LIFTING EYE & HOLD DOWN BOLTS, MARK AS POWER OR COMMUNICATIONS AS REQUIRED (BEAD WELD). SET TOP OF PULL BOX 6" AFG OR PAVEMENT & SLOPE AWAY FROM PULL BOX. KNOCKOUT AS REQUIRED PROVIDE WATERPROOF GROUT AROUND ALL PENETRATIONS IN PULL BOX. 3000 PSI CONCRETE. PULLING EYE (4 REQUIRED) PROVIDE 3 COATS OF BITUMASTIC SEAL ON ALL SIDES OF PULL BOX COMPRESSION CONNECTOR (TYPICAL) 8" DIA. SUMP 12 " 300A. GND BAR NOTES: 1. CONDUCTORS SHALL BE SECURED WITH NYLON SELF CLINCHING CABLE TIES. 2. PROVIDE RACK SUPPORTS FOR CABLES AND CONDUCTORS FOR SIDEWALL MTG.. 16 "X16" CONC BOX WITH CAST IRON TRAFFIC COVER AND OPEN BOTTOM SUNSHEILD 10GA. ALUM. 8" SQ. CONC. POST TRANSMITTER TYPICAL ALUM. UNISTRUT f 18" SURGE PROTECTION EDCO #SLAC CONDUIT STRAP GRADE SIGNAL CONDUIT 3/4" TO POWER SOURCE 120V, 10 5' - 0" 3' -0" TYPICAL TRANSMITTER MOUNTING DETAIL GRADE SERVICE GROUND ROD AND WELL EXOTHERMIC WELD BY CALDWELD OR EQUAL 8"0 CLAY SOIL PIPE FILL WITH CRUSHED ROCK CRUSHED ROCK BARE COPPER GND (SEE PLANS FOR EXACT NO.) 5/8 "DIA X 20FT COPPERWELD GND ROD STAINLESS STEEL y 4' -0" ANCHORS (TYP.) iI (VERIFY) 6" SQ. CONC. POST STAINLESS STEEL UNISTRUT GRADE 4'X6'X6" PAD 4000 PSI CONC. W/ 4X4 WIRE MESH STAINLESS STEEL OR ALUM STRUT, ANCHOR W/ STAINLESS BOLTS WASHERS & NUTS 4" SQ. X 8FT CONC. POST TYPICAL SEL. SW. - (SEE PLANS /DIAGRAMS) SS J -BOX FOR CONTROL WIRE (316 SS) GRADE 4'x4'x4" CONC. PAD 2000 PSI W/ 4X4 WIRE MESH NO POWER SHOTS SEE RISER FOR DETAILS TYPICAL CONTROL PANEL X 3' -0" / (VERIFY) /I LOCAL DS SEE RISER FOR DETAILS PROVIDE CONDUIT FOR EACH MOTOR. DO NOT COMBINE MOTOR LEADS INTO ONE CONDUIT SEE ELECTRICAL PLANS FOR FOR MAIN BKR & METER LOCATION INF. PUMPS LOCAL DISCONNECT MTG No. A A A A Date Revision By No. A A A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH 1 " =10' Date: OCTOBER 15, 2010 Job No. W04141 File: Site Plan.dwg © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA @pa) Engineers (C.o A. No. 3225) Architects (Lic. No. AA2600926) Surveyors (L. B. No. 7143) Landscape Arch. (Li, No. Lc0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 WILLARD C. HOANSJELT, P.E. REG - #42593 DETAILS Sheet No. CONFORMED DOCUMENTS EXHAUST FAN SCHEDULE SYMBOL LOCATION SERVICE TYPE FAN DATA MOTOR DATA CFM ESP (IN. W.G.) FAN RPM MAX. SONES DRIVE HP (WATTS) RPM (HIGH /LOW) VOLT PH HZ. EF -1 WALL MTD EXHAUST PROPELLER 1500 0.3 897 14.1 BELT 1/4 1725 115 1 60 SYMBOL PHYSICAL CHARACTERISTICS CONTROLLED BY MANUFACTURER MODEL NUMBER REMARKS DIMENSIONS LxWxH (In.) WEIGHT (LBS.) DAMPER EF -1 26 "x26 "x20" 60 22x22 LINE T -STAT GREENHECK SBS- 1H20 -4 1 -3 REMARKS: 1. PROVIDE INTEGRAL DISCONNECT SWITCH MOUNTED TO UNIT. 2. PROVIDE BACK -DRAFT DAMPER. 3. PROVIDE ALUM. PROPELLAR LOUVERS SYMBOL SERVING SIZE CFM MAX. VELOCITY (FPM) MAX. P.D. (IN. W.G.) MATERIAL FREE AREA (SOFT.) BLADE ANGLE (DEG.) BLADE SPACING FRAME DEPTH MANUFACTURER MODEL NUMBER REMARKS L1 ROOM 101A 36 "x36" 1500 400 0.05 EXTRUDED ALUM. 4.84 37 4 6 GREENHECK ESD-635D ALL ® ROOM 101A 36 "x36" 1500 450 0.05 EXTRUDED ALUM. 4.84 37 4 6 GREENHECK ESD -635D ALL REMARKS: BE ANODIZED COATING. COLOR SELECTED BY OWNER. SILL EXTENSION. BIRD SCREEN. SHALL COMPLY WITH MINIMUM 130 MPH LOCAL CODE REQUIREMENTS. ALUMINUM 2" THICK INSULATED BLANK -OFF PANEL 1. FINISH SHALL 2. PROVIDE 3. PROVIDE 4. LOUVERS 5. PROVIDE AIR COOLED CONDENSING UNITS ITEM N❑. N❑, REQ'D AREA SERVED SYSTEM CAPACITY FIELD REF. PIPING CONDENSER COMPRESSOR ELECTRICAL ACCESS ❑RIES TRANE MODEL N❑, TONS SEER SUC, LIQ, :SA F CFM REF. HATL N❑, TYPE M❑CP VOLT 'HASE ACCU -1 1 ELECT. ROOM 5.0 13.0 PER MFR PER MFR 95° 2000 R -22 ALUM. 1 SCROLL 30 208V 10 LAC,T2,W 2TTB3060A1 ACCU -1 MEM MEM .iii AHU -1 FLOOR PLAN SCALE: 1/4"=1' LINE T -STAT EF -1 1500 CFM LOUVER WITH BIRD SCREEN, ANODIZED ALUM, 6" DEEP AIR HANDING UNIT SCHEDULE ITEM N❑, AHU -1 N❑. REQ'D 1 AREA SERVED ELECT. ROOM C❑ ❑LING C ❑IL DATA DB I WB ENTERING AIR . _EAVING AIR DB I WB 56.0° 55.5° TOTAL MBH 46.9 SENSIBLE MBH FAN DATA 46.2 HEAT MBH CFM 1800 USA CFM ESP 1/2" HP 1/3 DRIVE DIRECT VOLT PHASE 208V 10 FILTERS TYPE Tf N SIZE N❑. 21x20 ELECTRIC HEAT STAGE KW VOLT 'HASE ACCESS ❑RIES TRANE MODEL N❑, 2TEC3F60A N LAC = LOW AMBIENT COOLING T1 = FACTORY T -STAT W = 10 YEAR FULL COMPRESSOR WARRANTY No. A 0 A Date Revision By No. A Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH AS SHOWN Date: OCTOBER 15, 2010 Job No. W04141 File: Building Elevations. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. N. 7143) Landscape Arch. (Li, No. LC00002.) Planners Environmental Scientists Construction Management Design /Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLARD C. HOANSHELT, P.E. REG - #42593 ELECTRICAL /CONTROL BUILDING VENTILATION PLAN Sheet No. v -1 CONFORMED DOCUMENTS PROVIDE OPPOSED BLADE BALANCING DAMPER IN DISCHARGE GRILLE GALVANIZED SHEETMETAL SUPPLY AIR PLENUM W/ 1" THICK 1\ PCF FIBROUS GLASS LINING SIZED TO FIT UNIT AND HEIGHT REQUIRED FOR 22x22 TITUS MODEL 272 —FL SUPPLY REGISTER ATTACH SUPPLY & RETURN PLENUMS TO AIR HANDLING UNIT WITH NEOPRENE GASKET & SHEET METAL SCREWS SUCTION AND LIQUID REFRIGERANT LINES, SEE PLANS FOR ROUTING CONDENSATE DRAIN AND CLEANOUT W/ 1" CONNECTION TO UNIT. ROUTE THROUGH EXTERIOR WALL TO FRENCH DRAIN. 18 GAUGE MIN. GALVANIZED SHEET METAL RETURN AIR PLENUM W/ 1" THICK 1\ PCF FIBROUS GLASS LINING SIZED TO FIT BOTTOM OF COIL ENCLOSURE AND HEIGHT REQUIRED FOR 22x22 TITUS CORE 33 —GS HINGED RETURN AIR GRILLE. FLOOR SUPPLY RETUFN i ce. 4" CONC. PAD COORDINATE SIZE L & W WITH UNIT MFGR. TYPICAL AHU MOUNTING CLEANOUT FILTER ACCESS TRAP 6" OVERLAP ON ALL SIDES TYPICAL AIR COOLED CONDENSING UNIT. 6" SCH 40 PVC ROUTE BELOW SLAB USE 45° ELLS NO 90° ALLOWED (TYPICAL) SIGHT GLASS FILTER /DRIER LIQUID AND SUCTION LINES UP FROM BELOW GRADE PAD MOUNTED CONDENSING UNIT W/ UNDER SLAB PIPING MOUNT UNIT ON 4" REINFORCED CONCRETE PAD. SECURE WITH (4) .25" MINIMUM STAINLESS STEEL BOLTS IN EPDXY ANCHORS. INSULATION (SUCTION LINE ONLY) SEAL WATER —TIGHT TYP BOTH ENDS TO AHU COOLING COIL 6" ABOVE SLAB (TYP) MAXIMUM 2 PIPES PER CONDUIT, TYP. LIQUID AND SUCTION LINES UNDER GRADE ENCASED IN SCHEDULE 40 PVC PIPE CONDUIT. REFRIGERANT LINES IN PVC PIPE SHALL BE TYPE K COPPER, SEAMLESS, WITHOUT JOINTS. BUILDING EXTERI ❑R WALL L3X3X1 /4 SUPPORTS WITH 1/2 '0 BOLTS. SUPPORTS AT EACH END BOLTS @ 24' C.C. (MIN 4 BOLTS) L5x3x1 /4 STITCH WELDED TO PLENUM. (FULL LENGTH OF PLENUM TOP) 3/4'0 BOLTS @ 18' C.C. WALL MOUNTED EXHAUST FAN FIXED LOUVER SM, PLENUM PROPELLER FAN W/ OSHA MOTOR GUARD. BELT OR DIRECT DRIVE AS INDICATED IN THE SCHEDULE L3x3x1 /4 STITCH WELDED TO PLENUM AND BOLTED TO FAN (TYP ALL AROUND) L3X3X1 /4 STITCH WELDED TO PLENUM (TYP ALL AROUND) GRAVITY BACKDRAFT DAMPER No. A Date Revision By No. 8 Date Revision By Designed by: Drawn by: Checked by: Approved by: Scale: WCH DJK WCH WCH AS SHOWN Date: OCTOBER 15, 2010 Job No. W04141 File: Building Elevations. dwg Certificate of Authorization No. 3215 © 2009 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA Engineers (C. O.A. N. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. Na. 7143) Landscape Arch. (Lic. N. LC00002.) Planners Environmental Scientists Construction Management Design/ Build 1117 East Robinson Street Orlando, FL 32802 Phone: 407.425.0452 Fax: 407.648.1036 WILLARD C. HOANSHELT, P.E. REG - #42593 ELECTRICAL /CONTROL BUILDING DETAILS Sheet No. CONFORMED DOCUMENTS