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Home My WebLink About2011 07 25 Public Hearings 502 Lake Jesup Reclaimed PlantCOMMISSION AGENDA ITEM 502 July 25, 2011 Meeting Authorization REQUEST: The Public Works Department requests the City Commission 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 Commission's review of the Final Engineering /Site Plan and Aesthetic Review for the site and related improvements. CONSIDERATIONS: • 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 • 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). • At the July 6, 2011 Planning and Zoning Board Meeting, the Board voted unanimously to recommend approval of the Final Engineering / Site Plan and Aesthetic Review to the City Commission. CONSENT INFORMATIONAL PUBLIC HEARING X REGULAR MGR /DEPT • 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 City Commission — Regular Meeting July 25, 2011 Public Hearing Agenda Item # 502 Page 2 of 4 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 per day of water from Lake Jesup and a nearby artesian well as reclaimed water augmentation during peak demand periods. FIGURE 1 • 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. 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 will 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 the 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. Project City Commission — Regular Meeting July 25, 2011 Public Hearing Agenda Item # 502 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. City Commission — Regular Meeting July 25, 2011 Public Hearing Agenda Item # 502 Page 4 of 4 FISCAL IMPACT: This agenda item is requesting approval of the Final Engineering / Site Plan and Aesthetic Review, which has no fiscal impact. At the July 11, 2011 City Commission meeting, the Commission authorized entering into a contract for construction at a cost of $2,325,29330. 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 City Commission approve the Final Engineering / Site Plan and Aesthetic Review for the Lake Jesup Reclaimed Water Augmentation Facility. ATTACHMENTS: 1. Final Engineering and Aesthetic Review Plans by CPH Engineers, Inc. CITY C)F WINTER SPRINGS LAKE JEESUP RECLAIMED WATER AUGMENTATION FACILITY APRIL 2011 CITY OFFICIALS: MAYOR: CHARLES LACEY CITY COMMISSIONER: JEAN HOVEY CITY COMMISSIONER: RICK BROWN CITY COMMISSIONER: GARY BONNER CITY COMMISSIONER: JOANNE KREBS CITY COMMISSIONER: CADE RESNICK CITY MANAGER: KEVIN L. SMITH PUBLIC WORKS / KIPTON LOCKCUFF, P.E. UTILITY DIRECTOR: P17� o,/y /9N �G"r � f'��A�9 d �✓OL''.� % �'�'�V � ,'h FLORI Structural Engi:ieeis 3222 Corrine Mve, Suite F Orlando, Florlido 32803 Ph one: 407 286 1787 Fox: 407 286 2281 1 SHEET INDEX C -1 COVER SHEET C -2 GENERAL NOTES C -3 SURVEY C -4 SITE PLAN C -5 DEMOLITION, GRADING AND DRAINAGE PLAN C -6 TREATMENT PLAN AND SECTION C -7 HIGH SERVICE PUMP STATION AND SECTIONS C -8 CROSS SECTIONS AND DETAIL C -9 CHEMICAL FEED SYSTEM DETAILS C -10 INTAKE STRUCTURE C -11 BACKWASH PUMP STATION C -12 OFF SITE PIPING PLAN C -13 STORAGE TANK ELEVATIONS C -14 STANDARD DETAILS C -15 STANDARD DETAILS S -1 ELECTRICAL /CHEMICAL BUILDING FLOOR PLAN, ELEVATIONS AND DOOR SCHEDULE S -2 ELECTRICAL /CHEMICAL BUILDING SECTION AND DETAILS S -3 GROUND STORAGE TANK GENERAL NOTES S -4 INTAKE STRUCTURE DOCK STRUCTURAL PLAN S -5 INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS S -6 GROUND STORAGE TANK FOUNDATION PLAN S -7 OBSERVATION DECK FRAMING PLAN S -8 GROUND STORAGE TANK/ OBSERVATION DECK STRUCTURAL SECTIONS E -1 ABBREVIATIONS E -2 SYMBOLS E -3 SITE PLAN E -4 POWER RISER E -5 SCHEDULES E -6 TREATMENT PLAN E -7 HIGH SERVICE PUMP STATION E -8 ELECTRICAL /CONTROL BUILDING LIGHTING PLAN E -9 ELECTRICAL /CONTROL BUILDING POWER PLAN E -10 DETAILS V -1 ELECTRICAL /CONTROL BUILDING VENTILATION PLAN V -2 ELECTRICAL /CONTROL BUILDING DETAILS Sheet No. C� 1 CONFORMED DOCUMENTS VICINITY MAP SITE PREPARATION 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. ff l. ESTORATIO :SHA:LLBE LL DIS TURBED SO DDED WITH ARGENTINE BAHIA SOD. SEE SPECIFICATIONS SECTION 02920. GENERAL PROJECT DATA: 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. 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. 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. •- Color Coding Coat all exposed pipir conduit and appurtenances to conform to a color code as shown in the followin table: Chl orine S olution Safety Yellow ®� N on-Potab l e Ban No.1 Date I Revision B Designed b TMZ Date: MARCH 19, 2009 Eng ineers (c.o.A. 3215) '� No. Date Revision B '� Desi g y LAKE J E S U P WATER Architects (Li, No. AA2600926, eet N o. 5/27/11 ADDENDUM NO. 1 WCG Drawn b DGH /GCM Job No. W04141 Surveyors (L.B. No.:143) '177 East Robinson �t h2 p p Checked by: DEM File: General Notes.dwg AUGMENTATION FACILITY C / Street Landscape Arch. (L;�. No. LC0000298) Orlando, Fl. 32802 GENERAL NOTES Planners Phone: 407.425.0452 WILLIAM C. GOUCHER, P.E. CITY O F WINTER SPRINGS E nvironmental Scientists © e Approved by: TMZ Certificate of Authorization No. 3215 construction A4anagernent Fax 407.648.1036 REG - #20700 C�2 Q ® Scale: AS SHOWN © 2009 SEMINOLE FLORIDA Design /Build CONFORMED DOCUMENTS LOT 4, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0040 GERTRUD & WILLIAM S. BROWNING, TRUSTEES D. R. MITCHELL'S SURVEY OF T E LEVY GRAN T O N L A K E J E S S U P P L A T B 0 0 K 1, P A G E 5 `E 0.2� k� TRACT C PARKSTONE UNIT 3 PLAT BOOK 59, PAGE 19 -21 (REPLAT) STORMWATER MANAGEMENT AREA (DRAINAGE EASEMENT) APPROXIMATE LIMITS OF FLOOD ZONE "X" LOT 3, BLOCK C D. R. M ITCH ELL'S SUR VEY OF THE LEVY GRANT O N L A K E J E S S U P P L A T B 0 0 K 1, P A G E 5 Z 0 0 n r Z m 0 0 z 00 -BT L IN zC Zz g' DIRT TRAIL w om n 8, 29.69 o� �ccnnr / LB21 08 LOT 3, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR- OD00 -003C CLEANTHI Z. PETERS D. R. MITCHELL'S SURVEY OF T E LEVY GRANT O N L A K E J E S S U P P L A T B 0 0 K 1, P A G E 5 k h k `L6 k D DRIVE D`O + ti6 �� 7 „ g89.32 6 i �° N07,35, 58 RRIGATION 3_6 z ��. 1 7 + ��0 tiP� + BLOCK D + 3 LOT AS I 4E N0 15 ) EAST STATE ROAD 43 ( 1020 TAX PARCEL ID8 0030 26- 20 -30- 5AR -ODO - _ TRUSTEES 0R LAURA WINOEY C0 CRES), MORE LESS A N 1 CHARLES W & 5 HE L E V Y 715 A 24 O F T 8,945.4 SOU ARE FEET ( CONTAINING: S SL A K R VE Y J E S S U P H E L D.R. MIT P LAT ON 1, 33'04 „ E 987.7 7, 507` � Z RETENTION AREA INV. =20.74 LOT 2, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0010 CITY OF WINTER SPRINGS D. R. M ITCH ELL'S SUR VEY OF THE LEVY GRANT O N L A K E J E S S U P P L A T B 0 0 K 1, P A G E 5 LEGEND AND ABBREVIATIONS FOUND 4 X4 LB1 FOUND 4 "X4" LB1 w c w m CA Ln � J N N N FOUND FOUND 1/2" 1/2' LB1 LB1 SET 5 LB2108 SSMC SET 5/8„ SSMC L321011 do + F CE .� + FENCE O �y I E 1.3 ti 1 L , 0 OPENING N 30.0 FENCE (NO GAT) T cN.7� k. h �Dh FENCE 26 TL E 0.6 T ASPHALT DRIVEWAY 2 ? III y25 5 TRAIL + 25.5+ �` - 7 � g' DIRT 25.3 a 25.4 v �O w M 9 +25. �s 0 SR S3 1 IRON PIPE °' o WITH STEEL CAP > < M: CL o S 5.8', E 0.8' FOUND oo lb Cn 508## IRON ROD Ito N SA', E0.8' h �h (Yi + N N Y J 30. � U W L_ 0 O Z O LO CN CP ? b, bo 4 8 k U Q 00 3 0.44 N " c,Z Cn o m o 25 _ oa 0 0 w k' g DIRT TRAIL J �' 0 CEO n W CO =° 2 GATE �k rn + ti rye. + 25.8 4 4 6 F s + 2 7.222 .59 h CO3 d k LO N 27.35 26.88 INLET I TOP = 27.15 p 2 .18 2 �. N SITE BENCHMARK N Cn N FND. 16 PENNY NAIL N INV = 20.37 27.64 S INV =20.03 p 27 24 R m "RCP I� O N s 9 IN THE SOUTH ( + , I 1 FACE OF A WOOD ? FOUND 1" UTILITY POLE N 22 LB3778 #82575 24 o z INLET EL= 24.702 I N V. =20.27 ° 2233 FLORIDA POWER AERIAL EASEMENT 3152, O TOP =24.42 S INV =20.86 Ld U N FFICIAL RECORD BOOK 0 i PAGE 453 X D A 0 O c 0 0 v 0 rn co 0 F- ��- z 0 0 w o O� 12 m r �o 00 L l 9 O z oo U� m m� Of m N NAD m O : O O ITT A o LU W 7o oZ 19,9 SET 1 u) n LLI - P 0 � Tn m `Z ° r m i n p y n A� a 0 C 10 0 = p oc LOT 20, 03 m O o BLOCK D 0 _;0 z U 0 = CORRUGATED METAL PIPE �O � 00 w C] O N rn c = WATER VALVE - ' Lp D cri = POLYVINYL CHLORIDE PIPE N� - o LOT 3, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR- OD00 -003C CLEANTHI Z. PETERS D. R. MITCHELL'S SURVEY OF T E LEVY GRANT O N L A K E J E S S U P P L A T B 0 0 K 1, P A G E 5 k h k `L6 k D DRIVE D`O + ti6 �� 7 „ g89.32 6 i �° N07,35, 58 RRIGATION 3_6 z ��. 1 7 + ��0 tiP� + BLOCK D + 3 LOT AS I 4E N0 15 ) EAST STATE ROAD 43 ( 1020 TAX PARCEL ID8 0030 26- 20 -30- 5AR -ODO - _ TRUSTEES 0R LAURA WINOEY C0 CRES), MORE LESS A N 1 CHARLES W & 5 HE L E V Y 715 A 24 O F T 8,945.4 SOU ARE FEET ( CONTAINING: S SL A K R VE Y J E S S U P H E L D.R. MIT P LAT ON 1, 33'04 „ E 987.7 7, 507` � Z RETENTION AREA INV. =20.74 LOT 2, BLOCK D TAX PARCEL ID# 26- 20- 30- 5AR -OD00 -0010 CITY OF WINTER SPRINGS D. R. M ITCH ELL'S SUR VEY OF THE LEVY GRANT O N L A K E J E S S U P P L A T B 0 0 K 1, P A G E 5 LEGEND AND ABBREVIATIONS FOUND 4 X4 LB1 FOUND 4 "X4" LB1 w c w m CA Ln � J N N N FOUND FOUND 1/2" 1/2' LB1 LB1 SET 5 LB2108 SSMC SET 5/8„ SSMC L321011 do + F CE .� + FENCE O �y I E 1.3 ti 1 L , 0 OPENING N 30.0 FENCE (NO GAT) T FOUND 1" RETENTION AREA LB3778 Z I L7 U0 z � = POST � � To EDGE O W X x 0 w Fn v LP yo CTI z +20 4 C) �Z � = SERVICE POLE ^v CTI Cv C J troll C r OPENING IN F ENCE SOUTH R/W LINE N GAIL) FENCE 4.2 \ FOUND 1" RETENTION AREA LB3778 4 2. NO °35'58 ING IN E GATE) -Q o • I; !!! 1" = 60' GRAPHIC SCALE 0 30 60 120 FOUND 1 -1/4 IRON PIPE JWG SURVEY W 0.43' = CONCRETE MONUMENT 1 \\ `O tY 2 D GAZEBO WITH p N Q fL' EXHAUS CONC. FLOOR = POST C i = GUY WIRE To EDGE O W X x x r S 4 0 5.6 X ? 3, � = SERVICE POLE \ ! $ j X N X\ r , $x o 0 ;;p� o O $ 's3 R ; 2 = IRON ROD S `°� 9 + 0�' + O Js x X \ , \ r: = LIGHT POLE X `0 9 00 ?mss OSE v PLA 0 = HOSE BIB W = NAIL & DISC -x- = CHAIN LINK FENCE ❑T = TANK (UNKNOWN) A/C = AIR CONDITIONING P.O.L. = POINT ON LINE CONC. = CONCRETE SO 33'0 "E 1 3.5 1 = POWER POLE NAD = NORTH AMERICAN DATUM h = BENCH EL = ELEVATION 19,9 SET 1 N 1.7' FF = FINISHED FLOOR ELEVATION .... = NON- TRAFFIC SIGN DIP = DUCTILE IRON PIPE 0 = WELL CMP = CORRUGATED METAL PIPE ex = WATER VALVE PVC = POLYVINYL CHLORIDE PIPE INV = INVERT ELEVATION C'f?I = TREE RCP = REINFORCED sz SIZE SHOWN IS TRUNK DIAMETER IN INCHES CONCRETE PIPE features and construction plans furnished to the surveyor. Additional sub - surface utilities may exist that have not MA =MAPLE 1�' = MAILBOX CY= CYPRESS G =GUM -0- = WOVEN WIRE FENCE C =CEDAR ❑E = FLAT GRATE INLET search of the Public Records. BTL = BURIED TELEPHONE LINE 4 2. NO °35'58 ING IN E GATE) -Q o • I; !!! 1" = 60' GRAPHIC SCALE 0 30 60 120 FOUND 1 -1/4 IRON PIPE JWG SURVEY W 0.43' I d pry 1 \\ `O tY 2 D GAZEBO WITH p N Q fL' EXHAUS CONC. FLOOR p .O.L. SET 5/B2108 SSMC C i h + 0C$ To EDGE O W X x x r S 4 0 5.6 X ? 3, x � ( x `� S x� 9 \ 0 6.7 WOOD 1 PLATFORM + \ ! $ j X N X\ r , $x o 0 ;;p� o O $ 's3 R ; 2 o ASXx o ` X 3 S `°� 9 + 0�' + O Js x X \ , \ x ` S o m 2 X s v �J A X `0 9 00 ?mss OSE v PLA 0 '9 3 yl r*1 W k 9 k IN L O D L �1 p CONC. BOAT RAMP 0 4' WOOD FRAME NORTH R/W LINE LU r I d pry 1 \\ `O tY 2 D GAZEBO WITH p N Q fL' EXHAUS CONC. FLOOR C i 0 OD h F =6.75 l ( 1 NC. SLAB ?O_ 6 rn V �O. 0 �� N W Y , • Y OO C 3 + ,a 3 BLACK N r (\ 4 C of lJ + + Q� 0 LC T T �2� J � o � 6 00 0 O = 0�0o E AS ^ SEE NOTE 1) q� O U C (SEE OR LESS I ( ROAD 434 Z C p 7. Vertical information shown hereon refers to recovered benchmark at the Southwest corner of Lot 2, Block D, being a 020 EAST STATE 3 D9 ACRES), gQUARE FEET (14 134,38 13 1 p N O LEVY G R A n S H E N T (SEE NOTE F V E & CONTAININ JESS c^ 5 °+ 18 4 09P t G� R. M I T C PL O L AKE 1, P AGE BOOK Rs T BARN A k `?y�G 0 / o T k v E 1. E DIRT FLOOR , 12 - FENCE ti' HEADWAL 0.4' E �? 6 k" v S 3 N C NORTH R/W LINE O O S M P.0•L 1b `° k� k TE SITE 14 o 444.8 FR o 9.s S 't SET 5 8 p1 SSMC TRAV 19.50 SO 33'0 "E 1 3.5 1 METAL 4 TO EDGE 1. P.O.L. S HED OF ATER EL= 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have $ _ SET 5/8" 18• o' 0 FENCE o SSMC LB2108 SHED 13.7 RETENTION AREA E 1.2' LOT 2, BLOCK C 19,9 SET 1 N 1.7' W D. R. M ITCH ELL'S S RVEY OF THE LEVY GRANT ON LAKE JESSU P SSMC - 8210B Plat Book 1, Page 5. Determination of Lot and right -of -way locations were based on a combination of the best available field PLAT BOOK 1, PAGE 5 IRON PIPE evidence and previous surveys by Jones, Wood & Gentry, Inc. resurvey (no job number available) dated 12/02/98 and DESCRIPTION: �B21o8 Tinklepaugh Surveying Services, Inc. job number SX #7044A dated 01/02/02. The East half (E 1/2) of Lot 3, Block "C ", and the East half (E 112) of Lot 3, Block "D" of Mitchell's Survey of 13. The 2.8 contour line is acceptable to the Division of State Lands, Bureau of Survey and Mapping for the purpose of acreage Levy Grant on Lake Jessup according to plat thereof as recorded in Plat Book 1, page 5, of the public records of calculations and permitting. Those lands waterside of the 2.8 contour line may be subject to a claim by the State of Florida Seminole County, Florida. as sovereign lands. SURVEYOR'S REPORT: 14. The calculated area contained withing the boundary line of the East 1/2 of Lot 3, Block C, above the 2.8 contour line 1. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface (edge of water), is 134,384 square feet (3.09 acres), more or less. The 2.8 contour line is ambulatory, therefore the features and construction plans furnished to the surveyor. Additional sub - surface utilities may exist that have not acreage /square footage shown is subject to change. been field located. 15. The street adress information shown according to the Seminole County Property Appraiser's office. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others hove 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. C -3 O 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 0 z Corridor being South 82 °52'56" West. = n 7. Vertical information shown hereon refers to recovered benchmark at the Southwest corner of Lot 2, Block D, being a o - 16 penny Nail in the South face of utility pole #B257578, NAD 83, EL= 24.702 Q7 0 m 8. Based on the National Flood Insurance Program FIRM Map No. 12117CO135E, dated 04/17/1995, the above "X" < D described property lies within unshaded Zone 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. n < C 9. D < The electronic image of this map contains horizontal positions for all features shown relative to an assumed datum. 10. This Survey was performed without benefit of a Title search. A Title search may reveal additional information FTl Z affecting the Parcel as shown. C) �7 m C 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have Y) FT-1 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 line (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 adress information shown according to the Seminole County Property Appraiser's office. C -3 CONFORMED DOCUMENTS 2" CHLORINE FILL LINE WITH CAM -LOCK QUICK _ ` EXISTING HEDGE ROW AND TREES TO REMAIN ................. \` N CONNECT FASTENED TO BOLLARD WITH STAINLESS STEELSTRAPS . . ........... . \\ - _. e .. FIRE HYDRANT ............ - i - `t0 10 `4 20 .. ,.. '.. ARI -�+✓ SCALE 6 FORC MAIN r , t ". -. - .... _. _� - _ _ 0 - � f x t x- x x x x x x x x . . x 2" SCH. 80 CPVC CHLORINE FILL LINE D C y 4„ .. , . , �;.� �: �...:.. ,.. EE SHEET S S C y 2 18 RECLAIMED MAIN FOR NT�N ATI O CO N U O 6" FROM WELL ARTESIAN ......... ,.. _....: ° ;.;... 16" LAKE SUCTION TRANSFORMER SEE SHEET E - 3 f 1 I---i L_J 0 ELECTRICAL CHEMICAL C AL C ; �- ,.:.�.. ,. L . : . BUILDING CD SEE SHEE C -1 O .P N .- " • T"REATMEN 11t`lITS SEE FOR CONTI AT1ON r � SH ET C -6 E j ... 1 'WI DED LE 6 OU SWING GATE ` . � ( .' ., ,., 11 { 6 WIDE SWING W ATE G ..,.::. .......... 11:1 0 0 ® T ALUMINUM RAILING ............. ..... ... ... .......... 0 FLUSHING zo PUMPS 60 . . . ..... - 7"x7" ALUMINUM BOX GUTTER RETAINING WALL TOP EL. 14 SEE SHEET S -8 A WITH LEAF GUARD, 3 "x4" DOWNSPO OPENINGS WITH ADAPTER TO 4" DIAMETER PVC DOWNSPOUT SLOPE TO DRAIN A 51' FENCE AND GATES SHALL BE 6 -FT HIGH BLACK VINYL- COATED CHAIN LINK FENCE (TYP.), PER SPEC SECTION 02820 \ - x 1 4 TAPCON OR EQUAL 16 ALUMINUM HANGERS @ 30" O.C. o H.W.L. WALL PENETRATION - SEE DETAIL ON SHEET C -11 A STORAGE TANK TOP EL. 14.00 0 DECK GUTTER NOTES � � V PROVIDE TNT' ALUMINUM BOX GUTTER, 0.032" THICK, ANODIZED. _ w GUTTER AND DOWNSPOUTS 12' (TYP) � PROVIDE 1J16" THICK RUBBER ISOLATION SHEET BETWEEN GUTTER AND CONCRETE. PROVIDE 3"x4" DOWNSPOUT OPENINGS WITH TRANSITION 14 DOWNSPOUT SPACING TYPICAL BOTH SIDES 4' \ - 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. 80' U Q � U �o v , SECTION A —A NOT TO SCALE 3 STRANDS OF BARB WIR SLEEVE COUPLING (21'_0" O.C. MAX) 10' -0" MAX. 10' -0" MAX. 6" DIA. STL. BOLLARD x x- x- x- x -x-x -x x- x- x- x =x-x -x c� f� FILLED W /CONCRETE ` X_ x- x- x -x -x -x x- x- x- x- x�x -x -x TOP RAIL CORNER POST, C? IMF XX CHAIN LINK FENCE FABRIC LEGEND FINISH 6 SURFACE #2 BARE io LINE POST CONDUCTOR ATTACHED TO O CONCRETE SLAB ON GRADE \ \ \ / " ~ CORNER POST TRUSS ROD rt a,.,... 4" THICK (MIN.) FDOT NO. 57 STONE OVER GEOTEXTILE FILTER FABRIC o / \ / / \ - CONCRETE FOOTING - �- GROUND SURFACE BOTT REINF. �- 6' HIGH BLACK VINYL- COATED CHAIN X LINK FENCE ih /' \ \� GROUND ROD 3/8" X 10" COPPER CONCRETE PIER r' CLAD CHANGE NOTE: BRACE CORNER POSTS IN (TYP.) ALL CORNERS OR DIRECTIONS ALONG FENCE LINE. IN FENCE DIRECTION BOTH B OLLARD DETAIL O TYP I CAL FENCE DETAIL NOT TO SCALE No. Date NOT TO SCALE Revision By No. Date Revision By Designed by: TMZ Date: March 19, 2009 LAKE E S U P WATER AUGMENTATION FACILITY C / Engineers (COA. Architects (Li��. No. AA2600926) surveyors (L.B.No. 7143) Landscape Arch. (L«. No. LC0000298) Planners 1117 East Robinson street Orlando, Fl. 32801 SITE PLAN Sheet No. V�Aq 5/27/11 ADDENDUM NO. 1 WCG © Drawn by: DGH /GCM Job No. W04141 A 6/10/11 DRC REVIEW WCG A Checked by: DEM File: Site Plan.dwg © A Approved b : PP y TMZ CeYti iCrdteo thorizati0nno.3215 f CITY O F WINTER SPRINGS Environmental scientists Phone: 407.425.0452 Fax: 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 C 2009 ConstrsietianManagement Q sA Scale: 1" = 10' SEMINOLE FLORIDA Traffic / Transportation CONFORMED DOCUMENTS FUTURE 6" PVC FROM ARTESIAN WELL , , - sod .- �. INSTALL 6 CAP FOR FUTURE WELL CONNECTION 15'1 1011 5'1 - 6" FORCE MAIN 6" TEE ROTATED UP, 6" PLUG VALVE, 6" BLIND FLANGE . .................'............................................ ............................... 6 FROM ARTESIAN WELL INSTALL B ' a0 HYDRANT MARKER- 8" RECLAIMED MAIN _o Q N 0 30 60 GRAPHIC SCALE 6 6 0 6 3/4" x 4" SLEEVE & 8" LAG BOLT (2 AT EACH LOC.) LAG BOLT TO BE HELD IN PLACE BY EPDXY OR 10' MAINTENANCE METHOD AS APPROVED BY ENGINEER. LITTORAL PLANTINGS BY CITY Q BERM A 4" CONCRETE 10.0 10.0 A SLAB � EXISTING GROUND 9.0 TOP 6F 'PO = 9.0 9.0 LL o SOD ALSOD 6 5' a. 8.0 PEAK S TAGE = 7:8G1 . 8.0 i 20" o TO OUTFALL PIPE ORIFICE o w OUTFALL Zh OUTFALL PIPE 7. WSW = 7.0 " O 1/4" FIBERGLASS N SKIMMER 6.0 6 .0 r 48 PLAN TOOLED JOINTS @ 5' 5.0 5 .0 PLAN ° STEEL RETICULINE 4.0 1 1 4.0 44 REBAR 12" O.C. GRATE ELEV. 8.50 S IMMER EL. 9.00 3.0 4 4 3.0 4" CONCRETE 2" SAND 4" x 4" (TYP) _EL. 8.50Q SECTION A - A BOTTOM O SKIMMER EL. 8.00 2.0 2.0 MINIMUM 2000 P.S.I. F CONCRETE REQUIRED INV. ELEV. AS 1.0 1 .0 NOTES: FINISHED GROUND SHOWN ON PLANS -Q-F L 1. 3/4 "x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. 2" DIA. ORIFICE INV. 7.00 RETENTION POND 0.0 0.0 2. EXPANSION JOINTS MAXIMUM DISTANCE = 90', USED 1/2 "x3" PREMOLDED EXPANSION MATERIAL �A �A �A �A �A �A � OUTFOALL� OUTFACE PIPE WITH TEE AND RISER Qa AND FILL TOP 1" ELASTOMETRIC CHALK. COMPACTED TO 95% ASHTO T -180 12" DEEP PIPE INV. 6.45 3. CONTRACTION JOINTS MAXIMUM DISTANCE = 30' AT D/4 WITHIN 12 HOURS OF POUR. SECTION POND BOTTOM EL. 1.00 4. SAW CUT REMAINING JOINTS AT 5' MAX WITHIN 96 HOURS. TYPICAL POND CROSS SECTION A DISCHARGE STRUCTURE S - DETAIL S 1 " =3 CONCRETE SIDEWALK DETAIL Al ENERGY DISSIPATOR 1 "= 3' 'V V NOT TO SCALE NOT TO SCALE NOT TO SCALE TYPE'E' INLET D.O.T. INDEX No. 232 No. Date Revision By No. Date Revision By Designed by: TMZ Date: MARCH 19, 2009 Engineers (CO.A. 3215) Sheet No. A K E J E S U P RECLAIMED WAT E Architects (Li��. No. AA26u0�26) 1117 East Robinson DEMOLITION Q 2/2/11 ADDED DETAILS, REVISED OUTFACE PIPE LENGTH ACL © Drawn by: DGH Job No. W04141 Surveyors (L. B. No. 7143) street AUGMENTATION M E N TAT I O N FACILITY Landscape Arch. (Li°. No. r.coou0298) Orlando, Fl. 32801 © 317/2/11 ADD BMP TO PLAN ACL Checked by: DEM File: Grading Plan.dwg manners GRADING AND Phone: 407.425.0452 ALLEN C. LANE, JR., P.E. © 5/27/11 ADDENDUM NO. 1 WCG 8 Approved by: TMZ Certificate of Authorization No. 3215 CITY OF WINTER SPRINGS Environmental Scientists Fax. 407.648.'1036 REG - #60144 DRAINAGE P LAN enu Constrsietion Management a� 6/10/11 1 DRC REVIEW WCG sQ Scale: 1" = 30' © 2009 SEMINOLE FLORIDA Traffic /Transportation CONFORMED DOCUMENTS FLUSHING PUMP SKID BOTTOM OF TOP '6 4 4 SLAB EL. 13.00 d WALL PENETRATION SEAL (TYP.) SEE DETAIL V HWL EL 12.00 SHEET C -11 EL. 1 EL. 9.50 6 GROUND STO RAGE TAN K I EL. 5. 75 EL. 5.00 4 d 4 4 it Li II. II` �Lj '-�j V L N 5'- 0 "Lx3'- 4 "Wx6 "H HOUSEKEEPING PAD #8 @ 12" O.C.E.W. (TYP.) PROVIDE ADJUSTABLE PIPE TOP & BOTT SUPPORT UNDER ALL TEES TO RECEIVE FILTERS SECTION A SCALE: 3/8" = 1'- 0 " C - C - 17' -0" HIGH SERVICE PUMPING (SEE SHEET C -7) 25' -0" W O Q _ _ U U) � F —1 CONCRETE SLAB °W in -- — - - _ L o 36 II � I \B 29 Cc • ° o c` N 0 ° 30 il 46 35 I I I 38 I BACKWASH I I 36 4 " DIP BW I PUMP STATION VALVE VAULT I 2s I 42 (SEE SHEET C -11) I I I I 2s 39 33 34 46 46 T 22 E �r 20 21 18 12 FUTURE 1 PUMP C - - � EL. 9.75 FROM LAKE, • • • • • I SEESHEETC -10 6" THICK CONCRETE SLAB WITH 6 "x6 "x10 "x10" WWF _j I? � I I I i i ca 6 o I II C' I 39 I I 14 I I � C 27 C -6 46 6" F — — —1 10 o 10 C (TYP. e o o ° e GROUND 1 13 26 49 25 ° 5 C -8 o I L 4 34 3' -0" 3' -0" r J STORAGE TANK 2 A ' ° 1 4 1 4 1 4 2s s 33 a ° o o ° a 'j— - D 2 25 10 6 15 o A B B ( 1 PUMP 7 p FUTURE 10 39 0 36 8 15 15 WALL PENETRATION I 39 25 9 9 \ SEAL (TYP.) I M FURNISH AND FURNISH AND 8 6 25 4 1 1 11 1 2 2 \ 50 11 1 16 1 16 19 22 INSTALL BLIND INSTALL BLIND o FLANGE IF ADDITIVE FLANGE IF ADDITIVE ALTERNATE NO. 1 ALTERNATE NO. 1 6 IS NOT ACCEPTED IS NOT ACCEPTED ICI 39 O O �� 7 r 3" ST. STL FLUSHI 6 6 32 16 1 16 23 24 19 21 SUPPLY CENTERLI E C ELEV. 11.53 BY FILTER SUPPLIER e o o e 10 37 33 37 33 0 0 • o "' 33 o ° ° 8 15 SEE SHEET C -4 AND C -12 FOR CONTINUATION 1� PVC 47 DIP 3 PIPE AND FITTING 4 7 LEGEND I 1O 10" DIP SPOOL PIECE (FLG) O2 1/2" TSS SAMPLE TAP O3 6" DIP (MJ) ® 10" x 8" TEE (FLG) 5O 10" BLIND FLANGE 15 TO WEST © 8" DIP SPOOL PIECE (FLG) PROPERTY LINE O7 10" TEE (FLG) ® 8" - 90° BEND (FLG) O9 8" CHECK VALVE (FLG) 10 8" BUTTERFLY VALVE (FLG) 11 10" - 45° BEND (FLG) 12 10" x 6" TEE (FLG) 13 TURBIDIMETER SAMPLE TAP 14 8" BLIND FLANGE 15 6" - 90° BEND (FLG) 16 6" GATE VALVE (FLG) 0 17 10" x 6" REDUCER (FLG) 18 FUTURE 6" - 90° BEND (FLG) 19 FUTURE 6" - GATE VALVE (FLG) �0 16" x 10" REDUCER (FLG) �1 16" - 90° BEND (FLG) @2 FUTURE 10" x 6" TEE (FLG) �3 FUTURE 10" DIP SPOOL PIECE (FLG) •o ® 6" BLIND FLANGE (FLG) ° 17 1 12 1 12 20 o 0 38 36 39 36 39 �5 10" x 8" REDUCER (FLG) I 6" THICK CONCRETE SLAB ITH a o o ° a 2' - 8" 2' - 6" N 6 "x6 "x10 "x10" WIRE MESHY © 10" PRESSURE SUSTAINING VALVE (FLG) - 7 FUTURE 10" x 8" REDUCER (FLG) TOP ELEV. 9.75 8 6 ® 0 33 I ®FUTURE 8" SPOOL PIECE (FLG) 4" FLUSHING I J EXPANSION O SUPPLY JOINT (TYP) Yw A �9 FUTURE 8" BUTTERFLY VALVE (FLG) CONFORMED DOCUMENTS Q o o 39 1 - 10 4 - 2 1i U) 30 FUTURE 8" 90° BEND (FLG) C -6 C -6 ° o ° 2 "W x 2 "D PIPE RUN IN TOP OF SLAB 4" THICK FDOT No. 57 ADDITIVE ALTERNATE NO. 1 Ow � co 31 8" GATE VALVE (FLG) ° Q • o e O STONE W/ MIRAFI 140ND 4" THICK 250OPSI 32 6° DIP SPOOL PIECE (FLG) 1 RW FEED TO UTILITY SINK FILTER FABRIC, OR EQUAL Q CONCRETE W/ 6" x 6" WWM AND SHOWER /EYEWASH 33 4" 90° BEND (FLG) o 0 FLUSHING 00 o MINIMUM 12" DEEP 1" POST - CHLORINATION CLS, 34 4" 90° BEND (MJ) MINIMUM 12" DEEP PUMP SKID 1/2" THICK MIRAFI.57 GSP COMPRESSED AIR STONE W/ IRAFI 140ND SHOWER/ 35 FUTURE 4" 90° BEND (FLG) I 6' -7" FILTER FABRIC, OR EQUAL a EYEWASH 36 4" TEE (FLG) 14' - 0" EQUIPMENT TAB 37 4" x 3" REDUCER (FLG) 4 °w x 2 °D PIPE RUN IN SLAB NUMBERS 38 4" BLIND FLANGE 39 4" DIP SPOOL PIECE (FLG) O EBS - 10000 FILTER ON MANIFOLD 40 NOT USED 1" PRE - CHLORINATION CLS B SELF PRIMING PUMP 0 41 FUTURE 8" x 4" TEE (FLG) MINIMUM 12" DEEP ELECTRICAL ROOM CHEMICAL ROOM c 8" AMF 370K FILTER 42 FUTURE 4" DIP SPOOL PIECE (FLG) O WESTFALL 2800 STAINLESS STEEL 43 NOT USED STATIC INJECTION MIXER 44 4" - 45° BEND (MJ) 45 6" x 4" - WYE (MJ) TREATMENT PLAN PROCESS 46 4" - DIP SPOOL PIECE (FLG x MJ) SCALE: 3/8" = 1' - 0" 47 6" - 45° BEND (MJ) WILLIAM C. GOUCHER P.E. 48 6" x 4" REDUCER (MJ) REG - #20700 49 10" CROSS No. Date Revision B By No. Date Revision B y Designed : g ned y WCG Date: MARCH 19, 2009 LAKE J ES U P WATER AUGMENTATION FACILITY CITY O F WINTER SPRINGS SEMINOLE FLORIDA / Engineers (C.O.A. No. 3215) Architects (Li, No. AB2600926) Surveyors (L.B. N". 7143) Planne eAreh. (L;c.No.LC00002ys Co n,nentat anag tilts Cor :structiou R4anagernent Design /Build 7177 East Robinson Street O rl a ndo, Phone: 328°2 Phone: 407.425.0452 Fax: 407.648.7036 STRUCTURAL TERRY M. ZAUDTKE, P.E. REG - #32928 TREATMENT PLAN AND E T N Sheet No. �6 p p Drawn by: GCM /DGH Job No. W04141 p sQ Checked by: WCG File: Treatment Plan.dwg p 8 Approved by: TMZ cerEificate of Anthorizcltion ,vo. 527 s © 2009 p p Scale: 3/8 " =1' CONFORMED DOCUMENTS SECTION A SCALE: 3/8" = V- 0" C - C -7 PIPE, FITTING AND EQUIPMENT LEGEND 10 24" x 12" TEE (MJ.) 20 6" 90° BEND (MJ.) O3 12" DIP (PE.) ® 12" GATE VALVE (MJ.) O5 12" DIP (FLG x MJ) © VERTICAL CAN TURBINE PUMP O7 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 10 10" COUPLING ADAPTER, (FLG.) 11 10" CHECK VALVE (FLG.) 12 12" GATE VALVE (FLG.) 13 12" DIP (FLG.) 14 6" x 2" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 15 12" x 6" REDUCING 90° BEND (FLG.) 16 18" x 12" REDUCER (FLG.) 17 18" DIP SPOOL PIECE AS REQUIRED (FLG.) 18 18" x 10" TEE (FLG.) 19 CHLORINE SAMPLE TAP LOCATION �0 10" DIP (FLG.) �1 10" BLIND FLANGE �2 6" GATE VALVE (FLG.) �3 FLOW METER ® 12" UNIFLANGE �5 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.) 31 NOT USED 32 NOT USED 33 NOT USED 34 6" DIP (FLG.) 35 FUTURE 10" DIP (FLG.) 36 CAN FOR FUTURE VERTICAL CAN TURBINE PUMP 37 FUTURE 10" x 8" REDUCER (FLG.) 38 FUTURE 10" x 4" TEE (FLG.) TAPPED BLIND FLG. 1" VALVE, 2 -INCH THREADED AIR & VACUUM RELEASE VALVE 39 FUTURE 10" COUPLING ADAPTER, (FLG.) 40 FUTURE 10" CHECK VALVE (FLG.) 41 FUTURE 10" GATE VALVE (FLG.) 42 6" COUPLING ADAPTER (FLG.) 43 12" 90° BEND (MJ.) 44 24" x 12" REDUCER (MJ.) 45 NOT USED 46 6" DIP (PE.) 47 18" DIP (FLG. x PE.) 48 6" DIP (FLG. x PE.) m TYPE 38 ADJUSTABLE w PIPE SUPPORT (USE SAME COATING TYPE 37 PIPE SUPPORT D SYSTEM AS PIPING) STD PIPE FLANGE ATTACHED TO CONC SHANK TO FIT INTO "D' SIZE i Z MASONRY W/4 STAINLESS STEEL STUD SCHED 40 STEEL PIPE TYPE WEDGE ANCHORS o A 1 "MIN. 3" MAX Lu Ile NON-SHRINK GROUT a a C 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 E PIPE SIZE A B C D nnini nnnv r CONFORMED DOCUMENTS WILLIAM C. GUUCHtK, H.E. REG - #20700 ADJUSTABLE PIPE SUPPORT DETAIL NOT TO SCALE No. Date Revision B By No. Date Revision B y Designed b : g y TMZ Date: MARCH 19, 2009 LAKE JESUP WATER Eng ineers (C.o.A.N".3215) Architects (Li,. No. AA2600926) 1177 East Robinson STRUCTURAL Sheet No. p p Drawn by: DGH Job No. wo4141 AUGMENTATION FACILITY / Landscape «..L. n'". X93' eArci =• rL ".� ".cc00002ys Planne Street O rlando , 328°2 HIGH SERVICE PUMP STATION Q sQ Checked by: DEM File: Pump Station. dwg p 8 Approved by: TMZ Certificate of Authorization No. 3215 CITY O F WINTER SPRINGS Environmental Scientists Construction R4anagement Phone: ne: 4 407..44 25.0452 Fax: 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 AND SECTIONS � Q ® Scale: 3/8 " =1' ©2009 SEMINOLE FLORIDA Design /Build CONFORMED DOCUMENTS PIPE AND FITTING LEGEND 1O FLOWMETER O2 12" UNIFLANGE O3 12" DIP SPOOL (FLG.) ® 12" GATE VALVE (FLG.) O5 16" x 12" DIP REDUCER (FLG.) © 16" 45° BEND (FLG.) O7 16" DIP SPOOL (FLG. x PE.) ® 16" 45° BEND (MJ) SCALE: 3/8" = 1'- 0" G C_8 I 24"x 12" T MJ (TYP) PUMP STATION REBAR PLAN 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 OA EBS - 10000 FILTER © SELF PRIMING PUMP No. Date Revision B By No. Date Revision B y Designed b : g y WCG Date: MARCH 19, 2009 LAKE JESUP WATER Eng ineers (c.O.A.N N. 3215) Architects (Lic. No. AA2600926) 1177 East Robinson STRUCTURAL Sheet No. p p Drawn by: Checked by: GCM /DGH WCG Job No. W04141 File: Cross Sections.dwg AUGMENTATION FACILITY / I L surveyors (L. B. n� ". :143) Planners eArc7 =• rL;�.� ".cc00002ys street Orlando, Ft. 32801 CROSS SECTIONS p sQ p p Approved by: TMZ Certificate of Authorization No. 3275 CITY O F WINTER SPRINGS Environmenta` Scientists Construction A4anagement Phone: 407.425.0452 Fax 407.648.1036 TERRY M. ZAUDTKE, P.E. REG - #32928 AND DETAIL ng Q ® Scale: 3/8 " =1' © 2009 SEMINOLE FLORIDA Design /Build CONFORMED DOCUMENTS AB W/ 6. 6x 1 Ox 10 W.W.F. SECTION B SCALE: 3/8" = 1'- 0" C_6 C_8 45 @ 12" O.C.E.W. (TYP.) `y / TOP & BOTT SECTION SCALE: 3/8" = 1'- 0" 4 F 1 —N 18" MIN PER MFR SECTION E SCALE: N.T.S. � ► r n h M FN „ i � Z a-i POST- CHLORINATION U SEE SHEET C -6 FEED SKID FOR CONTINUATION 1/2" GSP COMPRESSED AIR AIR D COMPRE PRE - CHLORINATION O FEED SKID M 1/2" SCH. 80 CPVC I I a Z o SUCTION LINE TO PUMPS M 22 GALLON CAPACITY, FREE STANDING PLASTIC UTILITY SINK W/ SINGLE FAUCET 1/2" CPVC BALL (TYP. 2) - SHOWER/ EYEWASH ,& U STATION g /�/ d 6". 2" CPVC BALL (TYP. 2) FUTURE \� ° O 1550 GALLON / 1550 GALLON ) `� 2" SCH. 80 CPVC VENT O I I SODIUM HYPOCHLORITE ( SODIUM HYPOCHLORITE I WITH INSECT SCREEN DOUBLE WALL STORAGE TANK DOUBLE WALL STORAGE TANK TO ATMOSPHERE (TYP) I I 12" 1 / \ ADJUSTABLE PIPE / \ SUPPORT (TYP.) / o - - -� too N 2" SCH. 80 CPVC FILL LINE ROLL -UP DOOR SEE SHEET C -4 FOR CONTINUATION 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 2" SCH. 80 CPVC VENT WITH INSECT SCREEN TO ATMOSPHERE (TYP) NOTE: AIR COMPRESSOR AND 1/2" GSP COMPRESSED AIR LINE NOT SHOW N FOR CLARITY 6' N 2" SCH. 80 CPVC FILL LINE WITH -------------------- - - - - -- CAM LOCK QUICK CONNECT 2" SCH. 80 CPVC FILL LINE ADJUSTABLE PIPE SUPPORT (TYP) CHLORINE ROOM SECTION A SCALE: 1/4 " =1' C - uc NOTE: 1/2" SCH. 80 CPVC HYPOCHLORITE LINE TO INJECTORS NOT SHOWN FOR CLARITY 3 SOCKET CPVC TEE FOR 3 FLUSHING / DRAIN VALVE NECTION (4 PLACES) 0 UNION (TYP. OF 4 ) SECTION B NOT TO SCALE C - 9 C - No.1 Date I Revision B No. Date Revision B Designed b TMZ Date: MARCH 19, 2009 Engineers (C.0..9.N°.3215) By y g y LAKE JESUP WATER Architects a.i,N °.�°°°y26) Sheet No. 5/27/1 9177 East Robinson ADDENDUM NO. 1 WCG © Drawn by: GCM Job No. W04141 surveyors a.�. N °• :t�aJ Street CHEMICAL FEED p p Checked by: DEM File: Chemical Room.dw9 AUGMENTATION FACILITY C / Plann eapeArch. `L'`.,' °.`� ° ° ° °2y8' Orlando, Ft. 32802 Planners Phone: 407.425.0452 WILLIAM C. GOUCHER, P.E. E nvironmental Scientists REG- #20700 SYSTEM DETAILS © e Approved by: TMZ Certificate of Authorization No. 3215 CITY OF WINTER SPRINGS Construction A4anagernent Fax 407.648.1036 Q ® Scale: I AS SHOWN I © 2009 SEMINOLE FLORIDA Design /Build 48 y" 6 Y" 14„ 8„ 14 6 Y Ld LL, ZC9' (D I (D ZIC?� PI x I x 0IO � � CL az az IL Z)10 Z a I I D a D10 INJECTION TUBING COMPRESSION NUT CHECK VALVE COMPRESSION NUT FOR 1" HYPOCHLORITE SUPPLY TUBING 3/4" CORPORATION COCK WATER SUPPLY PIPING I I INJECTION TUBING SAFETY RING HYPOCHLORITE SUPPLY TUBING MINIMUM 2 ", MAXIMUM 3" INTERNAL PROJECTION CHLORINE INJECTION DETAIL 1 SCALE: 3/8" = V -0" CONFORMED DOCUMENTS 24 y" v 24 %" 48 Y POST —CH LORI NATION CHLORINE FEED SKID PLAN VIEW* 11" 137a 48/ FRONT ELEVATION TO PUMPS 16" DIP 16" HDPE FUSED BEND PIPE AT NO MORE THAN 75% OF MECHANICAL JOINT MANUFACTURERS RECOMMEND MAX. SECOND SCREENING 24 COUPLING ADAPTER POINT- 1" MESH ON 24 3' REMOVABLE FRAME COVER EXISTING GRADE ALUMINUM HANDRAIL FOR CLEANING 16 16 ,.... ter.... «., EL. + 5.0 NHWL EL. 2.77 � 0 — EL. +2.0 0 - 8 1 a" nip nn i � - 8 INTAKE STRUCTURE SECTION A SCALE: 1" = 20' H. C -10 C -10 1 " =10'V. s 1V B C -10 C -10 -X —X— _ x x \— CATCH BASIN SEE DETAILS THIS SHEET 14' PLAN 3' -4" 3/8" THICK FIBERGLASS SLOTTED TO Cl) FIT OVER PIPE 0 0 0 0 EL. FIN. FL. 5.0 18" DIP 2 1/2" x 2 1/2" x 1/4" SS ANGLE x 4" LONG (4 REQ. AT 90 °). SECTION BOLT TO FLOOR WITH 1/2" x 2 3/4" SS EXPANSION ANCHORS (8 REQ.). FIBERGLASS ANTI— VORTEX PLATE r NOT TO SCALE C -10 C -10 2' -8 4" 2' -0" 4" D C -10 C -10 16" O HDPE o o? N N v 404 1" Ny I PLAN EL. +0.45 KOR -N -SEAL S106 -16WS (TYP.) C7 z z 16" O HDPE a O O 6" (TYP.) EL. -2.00 LAKE BOTTOM z SECTION D C -10 -10 APPROXIMATE WATER EDGE 4'x 4' OPENING FOR NHW ELEV. 2.77 ACCESS TO INTAKE I TO PUMPS I INSTALL 16" INTAKE PIPE o io 8' PIER o I Lo A ALUMINUM HANDRAIL INSTALL CHAIN LINK SEE DETAILS ON SHEET C-14 FENCE AROUND C -10 C -10 PERIMETER 60' -9" t INTAKE STRUCTURE PLAN 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 1" TYPE 304 STAINLESS STEEL MESH WELDED TO 2" x 2" STAINLESS STEEL ANGLES EL. 2.33 SECTION C -10 C -10 INTAKE CATCH BASIN DETAILS 1 SCALE: 3/4" = 1' C -10 C -10 INTAKE STRUCTURE SECTION B SCALE: 3/4" = V -0" C-10 -10 No.1 Date I Revision By No.1 Date Revision By Designed by: TMZ Date: March 19, 2010 Engineers (c.o._a. ,\- °.3215) LAKE J E S U P WATER Architects (L �.. N°. _442600926) 1217 East Robinson Sheet No. p © Drawn by: DGH /GCM Job No. W04141 surveyors (1..e. o. 7143) street p p Checked by: DEM File: Intake Structure.dwg AUGMENTATION FACILITY C / Pl a nn eapeArch. (L °.0 °.L� ° ° ° U298, INTAKE STRUCTURE Orlando, Fl. 32801 Planners Phone: 407.425.0452 WILLIAM C. GOUCHER, P.E. © p Approved b TMZ Certificate of Authorization No. 3215 CITY OF WINTER SPRINGS Environmental Scientists Fax: 407.648.1036 REG - #20700 C� o ap ap Scale: As Shown © 2009 SEMINOLE FLORIDA TrafcjTr vort,t =o �`t 2" THICK CONCRETE TOPPING ELEV. 5.0 THICK HOLLOW CORE 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. 1" THICK FIBERGLASS GRATING PROVIDE 1" x 2" STAINLESS STEEL ANGLE FOR SUPPORT EACH END, WITH HOLD DOWN CLIPS PER GRATING MANUFACTURER'S RECOMMENDATION - ;„. ,; 6" PANEL, SEE STRUCTURAL CONFORMED DOCUMENTS DIM. SEE w J CO Q ~ w Lu Q g 0 y "B" '44 ° TABLE d ' ° a ° . PASSING PIPE _ c ° PIPE SIZE DIM. "A" DIM. "B" 4" 8" 2.1875" 6" 10" 2.1875" 8" 12" 2 -3/4" DIM. "B" PIPE SLEEVE SEE TABLE MECHANICALLY ADJUSTABLE SEGMENTED ELASTOMERIC SEAL ASSEMBLY NOTE: 1. PIPE SLEEVE REQUIRED FOR WALL PENETRATION SEAL ASSEMBLY (IN NEW CONC.). WALL PENETRATION SEAL DETAIL PRECAST MANHOLE WALL STAINLESS STEEL PIPE CLAMP STAINLESS STEEL BOUND FILL WITH GROUT PVC OR MANHOLE INVERT DIP RESILIENT CONNECTOR KOR —N —SEAL DETAIL CONTROL PANEL WITH SCADA SYSTEM DISCONNECT O LIQUID LEVEL CONTROL ° CABLES TO BE IN ONE CONDUIT, PUMP POWER CABLES TO BE IN SEPARATE CONDUIT I I ELEV. J C d I KOR -N -SEAL I z OR EQUAL I Z O d I w A 04 J e I p d APPLY COAL TAR EPDXY TO INTERIOR OF WET WELL I I 12" d LEVEL TRANSDUCER d , ° ° 1 ,_ 0 „ e ELEV. K 60' GROUT ° Z • O 4 .• a.�• • • d • •�• co d P 46 -12" O.C.E.W. 3/4" x 11" ANCHOR BOLTS TO EXTEND 7" INTO BASE STAINLESS STEEL I CHAIN `6 "x4" WYE (MJ) PUMP GUIDE RAILS d 244 BARS 6 "x4" REDUCER (MJ) POWER CABLE GALVANIZED IRON 3" FLOOR 4" DUCTILE IRON ALL MJ JOINTS DRAIN JOSAM 38353 -92, MUST BE RESTRAINED 2 PUMPS I B \ a SLOPE OUTLET PIPE 4" INFLUENT PIPE ° 1/2" PER FOOT I I AUDIBLE ALARM ELEV. L PRECAST CONCRETE FLOOR I ° " & ALARM LIGHT WITH 6" x 6" WWM PLAN VIEW 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 p 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. ALUMINUM ACCESS HATCH W /LOCKSET SEALED PULL BOX AND RECESSED HANDLE 4" D.I. VENT WITH ZURN VENT CAP STAINLESS STEEL ALUMINUM ACCESS HATCH W /LOCKSET PIPE SLEEVE WITH SS BALL RACKS LINK SEAL E WITH RECESSED HANDLE SEE DETAIL LEFT 3" 12" ELEV. M 4" CHECK \� \� \ \ N\ VALVE 4" PLUG VALVE WITH I #4 -6" 12, ° HANDWHEEL (TYP -2) — — — I O.C.E.W. MIN I I I ° I HEAVY ILL a a I DUTY 4" 12 12" " STAINLES I MIN. STEEL I ° A LIFTING 2" DIA. SCH 40 I ° ° PUMP STATION DETAILS PER PUMP MANUFACTURERS REQUIRE No.1 Date I Revision By No.1 Date Revision By Designed by: WCG Date: MARCH 19, 2009 c'o.n. ^' °.721s) engineers Sheet No. LAKE E S U P WATER Architects L. N °. _4A2600�26) 1117 East Robi „Son p 5/27/11 ADDENDUM NO. 1 WCG © Drawn by: GCM Job No. W04141 surveyors (L.B.N °.7147) street p p Checked by: WCG File: Lift Station.dwg AUGMENTATION FACILITY C / Landscape Arch. (L;°. N°. LC°000298' _ Orlando, Fl. 32801 BACKWA H Planners Phone: 407.425.0452 WILLIAM C. GOUCHER P.E. PUMP STATION © p Approved b TMZ Certificate of Authorization No. 3215 CITY OF WINTER SPRINGS Environmental Scientists Fax: 407.648.1036 REG - #20700 Construction Management ap ap Scale: AS SHOWN © 2009 SEMINOLE FLORIDA Design /Build CONFORMED DOCUMENTS 50 50 ........ ......... ......... ......... ......... ......... ......... ......... SEMINOLE TSIL .................................................................................................................................................................................................................................................................................................................................................... ............................... 40' RM/ I 1 EX EXISTING PAYE MEN T ................................................................................................................................ ............................... 46 �,,.,.T..., - . 46 42 0 100 200 GRAPHIC SCALE 38 m 38 CONFORMED DOCUMENTS ALUMINUM HANDRAIL TOP OF TANK/DECK PROPOSED ELEVATION =14.0' ± GRADE ELEVATI 14.0' HWL ELEVATION = 12.0'± p GRADE ELEVATION = 9.5'± TANK FINISH FLOOR ELEVATION = 5.0'± 80.0' SCALE: 1"=6' HIP ROOF :�4 --ELECTRICAL AND CHEMICAL ROOMS Mwu An IRLWA HER FI• ME _/ FINISH FLOOR ELEVATION =10.0' ± - - - - - - - - - - - - - - - - - •11_l1'L�L11i!1► I ffi R am. I= \-TOP OF SLAB ` ELEV. 9.25' TANK FINISH FLOOR ELEVATION 9.75 ELEVATION = 5.0'± 20.0' 80.0' SCALE: 1"=6' •► •I• ALUMINUM HANDRAIL TOP OF TANK/DECK ELEVATION = 14.0'± 7 11 PROPOSED ELECTRICAL ROOM CHEMICAL ROOM GRADE ELEVATION = 9.5'± PROPOSED FINISH FLOOR GRADE ELEVATION = 9.5' ± PROPOSED GRADE ELEVATION =10.0' ± - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - TANK FINISH FLOOR ELEVATION = 5.0' ± 1 4 0.0' — — — — — — — — — — — — — — — — — — — — — — — — — / — — — — — — — — — — — — — — — — — — — — — — — — I I ---III 60.0' CONFORMED DOCUMENTS No. Date Revision By No. Date Revision By Designed by: TMZ Date: March 19, 2009 LAKE E S U P WATER AUGMENTATION FACILITY CITY O F WINTER SPRINGS SEMINOLE FLORIDA / Engineers (C. o.a. .v °. 327.5) Architects (Lic. Nn. AA2600926) Surveyors (LB. 1\1o. 7743) Landscape Arch. (Li,. No. LC0000298) Planners Environmental Scientists Construction Management Traffic /Transportation 1117 East Robinson Street Orlando, Fl. 32802 Phone: 407.425.0452 Fax: 407.648.103E TERRY M. ZAUDTKE, P.E. REG�#32928 STORAGE TANK ELEVATIONS Sheet No. C� 14Y Q ® Drawn by: DGH Job No. W04141 © p Checked b DEM File: Tank Elevations.dwg © p Approved by: TMZ Certificate of Authorization No. 3215 © 2009 s0 Scale: AS SHOWN CONFORMED DOCUMENTS 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 1 -1/2 "O PIPE HANDRAIL & POST TOE BOARD Fl_� PIPE FLANGE WITH 4 -1/4 "0 S.S. EXP. ANCHORS (TYP.) SHOWN POST INSERT SIMILAR HANDRAIL D ETAI L 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 FINISHED GRADE \% TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE NOTE 8) VARIES PIPE FINISHED GRADE LL O W COMMON FILL ' SEE NOTE 4 Z Z) / LU LU F- 2 PIPE O.D. Cn \ / \\ LL a o Z � / Z W COMMON FILL �j LU � � v J 12" (TYP.) O.D. \ / \\ / \/ \ / SELECT O FILL z o / \ L \/ m ^ W w Z O Z UNDISTURBED / (SEE NOTE 3) 2 / \ \ 0- W FILL BEDDING ROCK 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 FILTER FABRIC (IN PRINCIPAL POST POSITION CONFORMANCE WITH (CANTED 20° TOWARD FLOW) SEC. 985 FDOT SPEC.) OPTIONAL POST POSITIONS POST (OPTIONS - 2 "x4" 6' MAX 20 °± OR 2-1/2" MIN. DIA. WOOD; STEEL 1.33 Q LBS /FT. MIN.) U �I 1 w / FILTER 0 � FABRIC O US25 O SILT FLOW w ELEVATION SECTION F.D.O.T. TYPE 111 SILT FENCE CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) �� TRENCH WIDTH W/ SIZE OF VARIES PIPE FINISHED GRADE LL SEE NOTE 4 _ a o Z � / Z W COMMON FILL �j LU � � v PIPE O.D. \ / \\ 12" (TYP.) SELECT COMMON 2 SELECT / FILMMON L \� CD Z w FILL BEDDING ROCK �\ \ ) 00 o�Oo�Oc O O O O O Oo�Oo� O w 0 \ \ m Z //� / PIPE BEDDING / ��\ O 0o Oo0 0 00 �O�O�ODO \ a �� \/ 0-U0 U0 U0 0 O�O�ODO� UNDISTURBED EARTH (SEE NOTE 8 & 9) 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. 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 POST REINFORCING INSERT ALUMINUM HANDRAIL ALUMINUM TOE BOARD I I S.S. PIPE CLAMP I I Uj I I I I I o I . I I o I I 3/8" S.S. CARRIAGE I I BOLT, NUT, & WASHER TOP OF WALKING SURFACE - I I I I I I 3/8 "± TOE BOARD DETAIL K K = = = LS MM RECLAIMED M M W �MJ W4TER MMWM RECLAIMED WATER TO BE DETERMINED TYPICAL VALVE BOX COVER DETAILS EXTENSION STEM WITH SET TOP OF VALVE BOX 2" SQ. WRENCH NUT TO FINISHED GRADE AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH N _• BOX SHALL NOT REST } ON VALVE OR PIPE I 18 "xl Wx4" CONCRETE COLLAR WITH #4 REBAR ADJUSTABLE VALVE BOX 36" MIN. VALVE (TYPE AS SPECIFIED) (CAST IRON) MECHANICAL JOINT GATE VALVE 14 THEN SOLID COPPER �� s� TRACER WIRE GATE VALVE AND VALVE BOX DETAIL N.T.S. 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 1 6 1 8 1 10 1 12 1 14 1 16 18 1 20 1 24 VERT. UP OR HORIZ 11 -1/4 BEND 2 3 4 5 6 6 7 8 9 10 22 -1/2 BEND 5 6 8 10 12 13 15 16 17 20 45 BEND 10 13 17 21 24 27 30 33 36 41 90 BEND 23 32 42 50 58 66 73 80 87 100 VERTICAL DOWN 11 -1/4 BEND 6 8 10 12 14 16 18 20 22 25 22 -1/2 BEND 11 16 20 24 28 32 36 40 43 50 45 BEND 23 33 42 51 59 67 75 83 91 105 90 BEND 56 79 102 122 143 163 182 201 219 253 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 TAPE \--- 12 THHN SOLID COPPER TRACING WIRE GENERAL NOTES: 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.1 Date I Revision B No. Date Revision B Designed b WCG Date: MARCH 19, 2009 engineers (c.o._a. ,\- °.3215) By y g y LAKE J ESU P WATER Architects (Lic. No. _442600 °26) 1217 East Robinson Sheet No. © Drawn by: GCM /DGH Job No. W04141 surveyors (1..e. o. 7143) street p p Checked by: WCG File: Standard Details. dwg AUGMENTATION FACILITY C / Pl a nn eapeArch. (L ". a °. L� ° ° ° °2ss, Planners Orland Fl. 328 °� ers Phone: 407.425.0452 WILLIAM C. GOUCHER, P.E. STANDARD DETAILS © 8 Approved b TMZ Certificate of Authorization N°. 3215 CITY OF WINTER SPRINGS Environmental Scientists Fax: 407.648.1036 REG - #20700 Construction Management 4Q aQ Scale: AS SHOWN © 2009 SEMINOLE FLORIDA Design /Buihl CONFORMED DOCUMENTS 2 1/2" HOSE NOZZLES BREAKABLE BARREL COUPLING OR FLANGE FINISHED GRADE , 6" STANDARD HYDRANT WITH 5 1/4" OPENING �® CAP CHAINS 0 � x ONE PUMPER OUTLET NOZZLE LD w ON STREET SIDE _ Z Q PROVIDE CONCRETE COLLAR ;E co IN PAVED AND UNPAVED AREAS 18 "x18" x 4" CONCRETE COLLAR WITH #4 REBAR i CAST IRON BOX COVER 6" MECHANICAL JOINT GATE VALVE O LOCKING 6" HYDRANT ADAPTER AND HYDRANT TEE, OR 3/4" TIE RODS (MIN 2 PER CONNECTION PIECE) 6" CONNECTING PIECE NOTES: 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 FIRE HYDRANT ASSEMBLY DETAIL MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS Post (Options: 2 "x4'Or 2Y Min. MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER* SANITARY SEWER FORCE MAIN SANITARY SEWER GRAVITY MAIN SEWER ST VACUUM TYPE R SANITARY SEWER ` -18 Oa. Nylon ,reinforced HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL POTABLE WATER -- -- -- 3' 12" 6' 12" 6' ** ABOVE 12" BELOW 3' 6" ABOVE 12" BELOW RECLAIMED WATER 3' 12" -" "" 3' 12" 3' 12" -" SANITARY SEWER FORCE MAIN 6' 12" 3' 12" -- -- -- -- -- -- SANITARY SEWER GRAVITY MAIN 6 , ** 6" ABOVE 12" BELOW 3' 12" Q sQ FIRE HYDRANTS WI UNDERGROUND DRAINS -- -- 3' -- 6' -- 6' -- 3' -- MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS Post (Options: 2 "x4'Or 2Y Min. Dis, Wood; Steell 33 Lbs /Ft. Min,i 6' Max. nn , - f -- �y ` -18 Oa. Nylon ,reinforced By PVC Fabric (300 psi Test) Date Revision By ? � H - � LL u STAKED TURBIDI T Y BARRIER NOTICE: , _ COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL 70 PROPRIE TAR Y'DESIGNS. ANY INFRINGEMENT" ON FHE PROPRIE TAR RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED i BY THE ENGINEER. FL OA TING TURBIDI T Y BARRIERS t Proposed Toe Of Slope; �� p LEGEND h l Shore Line imits Of Con d � Limits Of G'onstruction • Pile Locations � CauseNGI f -. Dredge Or Fil/Are a', ) _�, \L\ \ L:tructiun� s --E Mooring Buoy ✓✓/;Anchor _ -- Shore Line Anchor \ -Shore Line Barrier Movement Due To -� Current fiction Ffl -Fi • • • o-1 �Turbitity Barriers Notes 1 Q0' 1. Turbidity barriers are to be used in allpermanent bodies of water a Note regardless of water depth. Typ l� T'urbidity barriers for flowing streams and tidal creeks may be either ?. Number and spacing of anchors dependent on current velocities. �� floating, or staked types or any combinations of types that will suit site ' \� conditions and meet erosion contro land water quality requirements. The barrier type(s) willbe at the Contractor's option unless otherwise 3. Deployment of barrier around pile locations may vary to accommodate / • • • • , \ � specified in the plans, however payment willbe ,under the pay item(s) construction operations. Current established in the plans for Floating Turbidity Barrier and /or Staked Turbidity' Barrier: Posts in staked trubidity barriers to be installed in 4. Navigation may require segmenting: barrier' during !construction operations.; uerticalposition unless otherwise directed by the Engineer. Y 5. For odditionolinformotion see Section 104 of the Standard Specification. - Structure Alignment • • • GENERAL NOTES 7 Inn {inm tnrhin'4ty hrrr; nrn fn hx+ !nnirl fur unilnr ithp TURBIDITY BARRIER APPLICATIONS SHOWER / EYEWASH STATION DETAIL 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 ") MINIMUM THICKNESS 6" WITH GEOTEXTILE UNDERLINER. CONFORMED DOCUMENTS 0 TURBIDITY BARRIERS DETAIL N.T.S. FDOT INDEX NO. 103 A TEMPORARY CONSTUCTION ENTRANCE DETAIL NOT TO SCALE No. Date Revision By No. Date Revision By Designed by: WCG Date: MARCH 19, 2009 LAKE E S U P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA C / engineers (c.o._a. IN- °. sass) Architects (L �.. N°. _4426°°926) surveyors (L. B. N°. 7143) Pl a nn eapeArch. (L °. v °. L� °° ° °ass, Planners ers Environmental Scientists Construction Management Design /Buihl 1217 East Robinson street Orland Fl. 328 °1 Phone: 407.425.0452 Fax: 4°7.648.1°36 WILLIAM C. GOUCHER, P.E. REG - #20700 STANDARD DETAILS Sheet No. 11iff Q 3/17/11 ADD BMP TO DETAILS WCG © Drawn by: GCM /DGH Job No. W04141 p p Checked by: WCG File: Standard Details. dwg © 8 Approved b TMZ Certificate of Authorization N°. 3215 © 2009 Q sQ Scale: AS SHOWN CONFORMED DOCUMENTS AC SLAB 16_10" 3' -0" 4' -6" 3' -0" 12'_8" 8" ENTRY ENTRY i SHOWER/ EYE ,& STATION 8" • • • • • • • • • • • IT 0 N D -101 OB • ROOM 1018 ELECTRICAL ROOM CHEMICAL ROOM F.F. EL. = 10.0 • 01 w D -101C UTILITY SINK Y 0 / PORTABLE FIRE EXTINGUISHER D -101B OA TYPE A -C, 20 LB. MINIMUM O (TYP. ) U) Qa_ a 2 O ROOM 101A w0 Z Y of U) 00 J W U LL 1550 GALLON SODIUM HYPOCHLORITE STORAGE TANK w2 Z Y_ K U) 00 = w U LL D -101A OA ro w ao • • • • • • • • • • • 20 8" T -8" 8'-8" FLOOR PLAN l� r� ICI I I I I ICI I I I I ICI I I I I ICI I I I I ICI I I I I ICI I I I I ICI 16" HDPE LAKE SUCTION PIPE I I f I � r I I I I ICI I I I I ICI I I I I ICI I I I I ICI l� ,, 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. z a DOOR SCHEDULE DOOR SIZE DOORS FRAMES FIRE HARD- NOTE NOTES ROOM DOOR RATING WARE NO. DESIGNATION NUMBER WIDTH HEIGHT TYPE MAT'L FIN TYPE MAT'L FIN (MIN) SET CHEMICAL- 101A D -101A, B 8' -8" T -6" A AL - - ROLLUP DOOR CHEMICAL- 101A D -101C T -0" 6' -8" B AL - A AL - - SINGLE DOOR ELECTRICAL -101B D -101D T -0" 6' -8" B AL - A AL 1 - 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. ROOM FINISH SCHEDULE ROOM NO. WALL CEILING FLOOR MTL. RATING FINISH COLOR MTL. RATING FINISH COLOR MTL. RATING FINISH COLOR 101 CMU SYS 16 DW SYS 17 S -CONC. SYS 9 NONE SYS 16 ALL MASONRY SHALL BE SEALED PER SECTION 09900 SYSTEM No. 16 S -CONC. SMOOTH FINISHED CONCRETE DW DRYWALL SYS 17 ALL CONCRETE SHALL BE SEALED PER SECTION 09900 SYSTEM No. 17 8" CMU V 8N16 "CMU LINTEL COMP.FILLER ROD & SEALANT EACH SIDE O FRAME(FRP OR ALUM) DOOR (FRP OR ALUM) EQ 5 a" EQ DOOR HEAD MASONRY "T" ANCHOR SHIM AS REQ'D, ROD & SEALANT EACH SIDE A. a a 2.. MO DOORJAMB DOOR DETAILS THRESHOLD SET IN GROUT $ E7 7 7 a. DOOR THRESHOLD SEE SCHEDULE ROUGH OPENING 0.0417 0.0417 v 0 0 w J W W w 2 U O FRAME TYPES SEE SCHEDULE w PANIC HARDWARE J W 7 W 0 U) W 2 U KEYED LOCK SET O DOOR TYPES No.1 Date I Revision By No.1 Date Revision By Designed by: TMZ Date: MARCH 19,2009 Engineers (C.o.A.N.3215) ELECTRICAL /CONTROL Sheet No. LAKE E S U P WATER Architects (ii, N�. AA2600s2v) 1177 East Robinson 6/10/11 DRC REVIEW WCG © Drawn by: GCM Job No. W04141 surveyors (L.B. N.. :t43) s BUILDING FLOOR P LAN AUGMENTATION FACILITY / Plann eape Ar`''. °.n' °. ° °° °218' O Street 0 .4 328°2 Checked by: DEM File: Building Elevations. dwg , 0 Q Planners TERRY M. ZAUDTKE, P.E. Phone 477.425.036 ELEVATIONS A N D f Can t r u,uentat an a g tests REG - #32928 © e Approved by: TMZ Certificate o Authorization No. 321b CITY O F WINTER SPRINGS Cor :struetiou R4anagernent Fax 407.648.2036 Q ® Scale: I AS SHOWN I © 2009 I SEMINOLE FLORIDA I Design /suits DOOR SCHEDULE CONFORMED DOCUMENTS WEST ELEVATION FLORIDA UIL INS CODE, 2007 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS TIONS C ONFORM'WITIT 4SC'E 7 -05 WALLS OFALL BALDING NEIGHTS LL .* file: /C \Progrurg miles'Structures Intcrnaticnal t4Wind load oak forest revisimi 1- 19 -... 1/24/2011 c EX NX, ASPHALT SHINGLES 30# FELT (MIN.) PROVIDE 4" THICK R -19 BLANKET INSULATION 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 PREFABRICATED TRUSS 12 3/4" HARDIEBOARD TRIM BOARD COVERED 4 WITH ALUMINUM FASCIA ROOF TRUSS SYSTEM HURRICANE ANCHORS 5" ALUMINUM RAIN GUTTER AT EACH TRUSS IMBEDDED IN CONCRETE PROVIDE END \ ALUMINUM SOFFIT STRAPPING IN ADDITION � TO THE TRUSS STRAPPING 2 ROWS, CONCRETE FILLED "U" BLOCK W/ 1 - #5 BAR CONTINUOUS EACH ROW (BOTH ROWS TO BE POURED SEE DETAIL, THIS SHEET 12" SIMULTANEOUSLY WITH 3000 P.S.I. PEA ROCK MIX) 8 "x16" CONC. (TYP) AT OPENINGS THE PRECAST LINTEL TAKES THE PLACE OF BLOCK ONE ROW OF U- BLOCKS. SEE DETAIL THIS SHEET � EXTERIOR TO HAVE STUCCO FINISH w � PAINT INTERIOR O U ALUMINUM DOWNSPOUT (2 LOCATIONS) 1 - #5 BAR AT FILLED CELLS WHERE SHOWN ON PLANS OVERLAP BARS 25" FINISHED FLOOR 6" ABOVE FINISHED GRADE #5 DOWEL #4 BARS 18" O.C.E.W. CONCRETE SPLASH PAD F.F. EL. 10.00 NOTES: \ \\ \\ \\ \\ \\ \\ \\ 1. PROVIDE SOIL STABILIZATION BENEATH THE SLAB. A � // 2. CONCRETE FLOOR SURFACE TO BE SEALED. VAPOR BARRIER 6" 3. REINFORCING BARS TO BE ASTMA615 GRADE 60. 20" 4. SLAB AND TERMITE TREATMENT AND VAPOR COMPACTED FILL 2 - #5 CONTINUOUS BARRIER ARE REQUIRED PER FBC -2007. TYPICAL WALL SECTION SCALE: 1/2" = 1' -0" HURRICANE STRAP USP MODEL NO. HTA20 r � FORMS 16" BOND n 8" LINTEL BLOCK BEAM CONTINUOUS AROUND BUILDING #5 L -SHAPE @ 2' -0" O.C. 8" LINTEL BLOCK 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. No. Date Revision B Date Revision B Desi b TM M Z Date: ARCH 19, 2009 Engineers (c.o..9. N. 3275) y y LAKE JESUP WATER Architects `Li`. " °.`�„b ° °yZ6' ELECTRICAL /CONTROL sheet No. 7177 East Robinson Q © Drawn by: GCM Job NO. W04141 Surveyors (L.s.n'o• Street Q sQ 10; Planners (L ".��o.LC000OZys) AUGMENTATION FACILITY / Orlarrdo,Fl. 328 °7 Checked by: DEM File: Building Details.dwg Phone: 407.425.0452 TERRY M. ZAUDTKE, P.E. BUILDING SECTION AND Environmental Scientists REG - #32928 © e Approved by: TMZ Certi o f Authorization No. 3215 CITY OF WINTER SPRINGS Construction R4anagernent Fax 407.648.2036 DETAILS Q ® Scale: AS SHOWN ©2009 SEMINOLE FLORIDA Des /snit CONFORMED DOCUMENTS � // 2. CONCRETE FLOOR SURFACE TO BE SEALED. VAPOR BARRIER 6" 3. REINFORCING BARS TO BE ASTMA615 GRADE 60. 20" 4. SLAB AND TERMITE TREATMENT AND VAPOR COMPACTED FILL 2 - #5 CONTINUOUS BARRIER ARE REQUIRED PER FBC -2007. TYPICAL WALL SECTION SCALE: 1/2" = 1' -0" HURRICANE STRAP USP MODEL NO. HTA20 r � FORMS 16" BOND n 8" LINTEL BLOCK BEAM CONTINUOUS AROUND BUILDING #5 L -SHAPE @ 2' -0" O.C. 8" LINTEL BLOCK 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. No. Date Revision B Date Revision B Desi b TM M Z Date: ARCH 19, 2009 Engineers (c.o..9. N. 3275) y y LAKE JESUP WATER Architects `Li`. " °.`�„b ° °yZ6' ELECTRICAL /CONTROL sheet No. 7177 East Robinson Q © Drawn by: GCM Job NO. W04141 Surveyors (L.s.n'o• Street Q sQ 10; Planners (L ".��o.LC000OZys) AUGMENTATION FACILITY / Orlarrdo,Fl. 328 °7 Checked by: DEM File: Building Details.dwg Phone: 407.425.0452 TERRY M. ZAUDTKE, P.E. BUILDING SECTION AND Environmental Scientists REG - #32928 © e Approved by: TMZ Certi o f Authorization No. 3215 CITY OF WINTER SPRINGS Construction R4anagernent Fax 407.648.2036 DETAILS Q ® Scale: AS SHOWN ©2009 SEMINOLE FLORIDA Des /snit CONFORMED DOCUMENTS WALL VERT. & HORIZ. REINF. PER SECTIONS 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 RESPONSIBILY 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 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 EACH WAY AT CONCRETE BEAM Q 1. EDGE DISTANCE A = 6 FEET FOUNDATION: 1. FOUNDATION DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 PSF AS RECOMMENDED IN A REPORT PREPARED BY NODARSE AND ASSOCIATES PROJECT NO. 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: 1. 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. O ® O ELEVATION PRECAST HOLLOW CORE PLANK: 1. 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 LICENCED 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. 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. 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 EACH WAY AT CONCRETE BEAM Q 3 +10.0/ -55.0 +10.0/ -45.5 +10.0/ -33.1 +10.0/ -23.6 w a 2" CLR. z J 1. EDGE DISTANCE A = 6 FEET I I A O � O � O O O O� O ICJ .I PLAN (2) #5 X 4 -U LV. RANT TOP AND BOT. 1 CORNER. SPACE AT HALF THE AMOUNT S INTERRUPTED BY 'ENING ON EACH SIDE SING. SPACE BARS AT (2) #!D X 4 -U LV. RANT TOP AND BOT. i CORNER. SPACE AT HALF THE AMOUNT S INTERRUPTED BY 'ENING ON EACH SIDE DING. SPACE BARS AT J U N CONCRETE BEAM a SEE PLAN & SCHEDULE V) 2" CLR. w d z 0 U Li w I Lj w CONC.COLUMN SEE PLAN STANDARD ACI Q HOOK STANDARD ACI 90° HOOK 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 OI L T MAT .I SEE PLAN MAT, SEE PLAN TYPICAL INTERIOR CONCRETE COLUMN NOTE: H.C. PLANKS NOT SHOWN FOR CLARITY J U N ADDT'L #4 HAIRPIN EACH WAY AT CONCRETE BEAM Q CENTER OF BEAM SEE PLAN & SCHEDULE w a 2" CLR. z J CONC.COLUMN ° SEE PLAN & w w SCHEDULE I w DOWELS MATCH ~ COLUMN VERT. REINF. PROVIDE CONC.COLUMN 48 BAR DIA. LAP SEE PLAN SPLICE x r7 STANDARD ACI Q HOOK � N T MAT SEE PLAN MAT, SEE PLAN T Y PICAL EXTERIIORCONCRETE COLUMN AN N SHOWN F OR HI GGENBOTHAM Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 No.1 Date I Revision B No. Date Revision B Des b HIGH Date: DECEMBER 22, 2010 Engineers (C.o.a No. 3215 Drawn b y y g y LAKE JESUP WATER Architects (Li, No. 9A260a9 1127 East Sheet No. 1 RED Job No. W04141 serve ors (t.B.No.7143) astRobirisor: © y' Landscape Arch. (Li, Street Orlando, Fl. 32801 GROUND STORAGE TANK - zQ Qs Checked by: HIGH File: PUMP STATION AUGMENTATION FACILITY C / Planners Phone: 407.425.0452 o e Approved by: HIGH EnvironmeniatScientists Fax: 407.648.1036 GENERAL NOTES © 2009 CITY OF WINTER SPRINGS Construction Management HAROLD G. HIGGENBOTHAM, P.E. 4Q Q Scale: AS SHOWN SEMINOLE FLORIDA I Desi /Build REG.# 56467 STANDARD ACI HOOK (TYP.) ADDITIONAL HORIZ_ CORNER BARS. MATCH WALL HORIZ. REINF. Q J a 0 m N L- SHAPED CORNER DETAIL (4) #6 VERT. BARS #3 TIES AT 12" O.C. 0 I 2 CLR. CC -1 I I (8) #8 VERT. BARS # TIES AT 12" O.C. 0 2" CLR. CC -2 rnfNl I IKAKI T \/nrc� CONFORMED DOCUMENTS TYPICAL SLAB AND WALL OPENING DETAILS N.T.S. 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 1. DATA LISTED ON PILE SCHEDULE IS PER GEOTECHNICAL REPORT BY NODARSE & ASSOCIATES, INC. VERIFY ELEVATIONS PRIOR TO FABRICATION & CONSTRUCTION. INTAKE STRUCTURE DOCK FRAMING PLAN SCALE: 3/16" = V -0" 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" O.C. CONFORMED DOCUMENTS 90' -0" (9 EQUAL SPACES AT 10' -0 ") P -1 14' -0" P -1 104' -0" INTAKE STRUCTURE DOCK - PILE PROFILE SCALE: 3/16" = V -0" NOTE: VERIFY ALL DIMENSIONS AND HIGGENBOTHAM Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 No. Date Revision B By ELEVATIONS WITH MECH. AND CIVIL AND Date Revision B y Designed b g y HIGH REPORT DISCREPANCIES TO THE LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA 1 1 C / Engineers (C.o.a Na 3215) Architects (Li, -A26 °0926, surveyors (LB. 7143) . Landscape Arch. (L;c.N °.LC ° ° °a29s) Planners EnvironmeniatScientists Construction Management Design /snihi 1127ESt Robinson rzbi Orlando, 32801 Phone: 407.407.4 25.0452 Fax: 407.648.1036 ENGINEER PRIOR TO CONSTRUCTION eet No. Q 05/27/11 ADDENDUM AND FABRICATION. 16 RED Job No. W04141 p 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. 104' -0 > HGH File: PUMP STATION I o 2.) SEE CIVIL FOR DIMENSIONS NOT SHOWN. e 90' -0" (9 EQUAL PILES AT 10' -0 ") _ 14' -0" 3.) SEE CIVIL AND MECH. FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED Approved by: DOCK AT INTAKE © 2009 ITEMS. 4Q STRUCTURE Q EL = 5.0 4.) SEE CIVIL AND MECH. FOR SLOPES AND RECESSES. T/ DOCK 5.) VERIFY W/ CIVIL AND MECH. DRAWINGS ALL ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. I I I I I I I I I I I I L I I I I I I I EL. = 2... .:77' I I I I I I I I I I N H WL 6.) SEE SHEET S -3 FOR STRUCTURAL NOTES, AND TYPICAL DETAILS. I I I I I I I I I I I I I I I I I I I I O 7.) SEE CIVIL FOR WATERPROOFING. I I I I I I I 8.) P —# DENOTES PRESTRESSED CONCRETE PILE, SEE SCHEDULE THIS SHEET. EL. _ -2.0' O L L J I I I I PILE TIP I L I I I I I I I I I I I I I I I I I I I I 9.) PC —# DENOTES CONCRETE PILE CAP, SEE SCHEDULE THIS SHEET. I I I I I I I I I I I I I I I I I I I I 10.) ALL HOLLOW CORE PLANKS SHALL BE 6" THICK (F'c = 5000 PSI). I I I I I I I I I I I I I I I I I I I I 11.) TOPPING SHALL BE 2" MIN. NORMAL WEIGHT CONCRETE (F'c = 4000 PSI) I I I I I I I I I I W/ 6x6 - W1.4 X W1.4 W.W.F. —8 12.) SUPERIMPOSED LOADING: I I I I I I I I I I DEAD = 10 PSF (IN ADDITION TO CONCRETE TOPPING) EL. _ -10.0' L J L J L J L J I I I I I L I I I I I I LIVE = 100 PSF PILE TIP I I I I I I I I I I I I I I 13.) CB —# DENOTES CONCRETE BEAM, SEE SCHEDULE THIS SHEET. PRESSTRESSED CONCRETE PILE SEE PLAN & SCHEDULE I I I I I I I I I I I I I I I I I I I I I -16 I I I I I I I I I L I I I I I BEAM SCHEDULE I I I I I L I I L I I I I I I I I I SIZE BxH REINFORCING STIRRUPS I I I I I I I I I I I I MARK I I I I I I I I I I I I (inches) BOTT TOP INT TIES SPACING -24 I I CB -1 8 X 16 ( # ( # — # AT 6" O.C. EL. _ — 26..0' o L LJ L LJ L L L PILE TIP PRESSTRESSED CONCRETE PILE SEE PLAN & SCHEDULE —32 CONFORMED DOCUMENTS 90' -0" (9 EQUAL SPACES AT 10' -0 ") P -1 14' -0" P -1 104' -0" INTAKE STRUCTURE DOCK - PILE PROFILE SCALE: 3/16" = V -0" HIGGENBOTHAM Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 No. Date Revision B By No. Date Revision B y Designed b g y HIGH Date: DECEMBER 22, 2010 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA 1 1 C / Engineers (C.o.a Na 3215) Architects (Li, -A26 °0926, surveyors (LB. 7143) . Landscape Arch. (L;c.N °.LC ° ° °a29s) Planners EnvironmeniatScientists Construction Management Design /snihi 1127ESt Robinson rzbi Orlando, 32801 Phone: 407.407.4 25.0452 Fax: 407.648.1036 INTAKE STRUCTURE DOCK STRUCTURAL PLAN eet No. Q 05/27/11 ADDENDUM © Drawn by: RED Job No. W04141 p Checked by: HGH File: PUMP STATION I o e Approved by: HGH © 2009 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 4Q Q Scale: AS SHOWN CONFORMED DOCUMENTS 90' -0" (9 EQUAL SPACES AT 10' -0 ") P -1 14' -0" P -1 104' -0" � OF PILE DRILL 1/4" DIAMETER HOLE IN EACH CORE OF EACH PLANK 1' -0" FROM FACE OF PILE CAP (TYP) FOR DRAINAGE. VERIFY WITH PLANK SUPPLIER. 6" » 1 8 » 0" O.C. CONT. 1 24" 0" O.C. X 26" LONG DOWELS & EPDXY 6" INTO PILE PILE) I I SEE PLAN & SCHEDULE I I PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE SECTION 1 3/4" = 1' -0" S -5 F1 ALUMINUM GUARDRAIL, SEE SHEET C -10. OF PILE OF PILE & PILE CAP (1) #4 CONT. 6" #4 X 1 24" 6 " AT 4' -0" O.C. #4 X 1 24" �6" HOLLOW CORE PLANKS W/ AT 4' -0" O.C. 2" MIN. STRUC. TOPPING, SEE PLAN 3" MIN. ' • • • 3" MIN. BRG. BRG. 2" • • 2' CLR. 4 1 1 CLR. r7 U U • • • ej F w CONCRETE PILE CAP SEE PLAN & SCHEDULE I (4) #4 X 26" LONG DOWELS DRILL & EPDXY 6" INTO PILE (EACH PILE) PRESTRESSED CONCRETE PILE, SEE PLAN & SCHEDULE I I SECTION 2 3/4" = 1' -0" S -5 6" 1" 4" 1" ALUMINUM GUARDRAIL POST (4) STAINLESS STEEL AND BASE PLATE @ 5' -0" O.C. MAX 3/8 "0 X 3-1/2" EMBED SEE C -10. HILTI HAS RODS IN HILTI 4 HY150 EPDXY (TYP.) S - 5 ALUMINUM GUARDRAIL POST SEE SHEET C -10 N 1/4" NEOPRENE PAD BETWEEN BASE PLATE AND CONCRETE 3 \ \ —CONCRETE EDGE DETAIL 3 SECTION 4 1 -1/2" = 1' -0" S -5 1 -1/2" = 1' -0° S -5 CONFORMED DOCUMENTS HI GGENBOTHAM Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 No. Date Revision B By No. Date Revision B y Des b g y HIGH Date: DECEMBER 22, 2010 LAKE JESUP WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA C / Engineers (C.o.a N°.su5 Architects (Li, No. 9A26°a926) surveyors (t.B. No. 7143) Landscape Arch. (L; N o. LC ° ° ° az9s) Planners EnvironmeniatScientists Construction Management I Desi /mill 1117 E ast Robin rzbi Orland 07.4 32801 Phone: 407.425.0452 Fax: 407.648.1036 HAROLD G. HIGGENBOTHAM, P.E. REG.# 56467 INTAKE STRUCTURE DOCK STRUCTURAL SECTIONS eet No. Q © Drawn by: RED Job No. W04141 p Checked by: HGH File: PUMP STATION o e Approved by: HIGH © 2009 Q Q Scale: AS SHOWN CONFORMED DOCUMENTS o� a 0 � o c� Lu = w Cn 0 Z J 0 (n 0 00 r — � I I FIN. GRADE EL. 14.00 I I I I FIN. GRADE EL. 14.00 VERIFY W/ CIVIL i I i VERIFY W/ CIVIL I I I 8" THICK CONCRETE RET. WALL I I W / #5 VERT. AT 10" O.C. AND #4 HORIZ. AT 12" O.C. T /WALL ELEV. 14.00' I I I I I I 5 I s -8 I I I I I I I I I I FIN. GRADE EL. 14.00 I I I VERIFY W/ CIVIL 60' -0" I 2' -0" I 2 30' -0" 2 30' -0" S-8 s -8 CC -2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I FIN. GRADE EL. 10.00 o VERIFY W/ CIVIL 24" THICK CONCRETE MAT W / #7 AT 12" O.C. E.W. TOP & BOTTOM i!in CC -1 OL I EL. = 5.00 T.O. MAT I I I I I I I I I I IT I Im I I I I 1 I I s -8 CC -1 I I I I I I I I I I Ir I I� I I I I I I CC -1 I 24" THICK CONCRETE MAT W / #7 AT 12" O.C. E.W. TOP & BOTTOM lime z 101 101 101 0 SLAB ON GRADE BY OTHERS NOTE: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH MECH. AND CIVIL AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION AND FABRICATION. u SLAB ON GRADE BY OTHERS 00 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. -------------------------------------------------------------------------- - - - - -� r -- - -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- ---- - - - - -- - -�; I� �I I� �I I� �I ELECTRICAL /CHEMICAL BUILDING BY OTHERS I� �I I� �I I� �I I� �I I� ;I -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - -- -- - -- - -- - -- - -- - -- - -- - -- L------------------------------------------------------------------------- - - - - -J 0 Ground Storage Tank- Foundation Plan SCALE: 1/8" = 1' -0" Revision Revision By Designed by: HGH Date: DECEMBER 22, 2010 Engineers (c.o.A No. 3215) LAKE JESUP WATER Architects (Li, No. AA2600926) 1117 East Robinson Drawn by: RED Job No. W04141 surveyors (T.s. No. 7143) street , Landscape Arch. (Lic. No. LC000O29s) Orland 07.4 2 Checked by: HGH File: PUMP STATION AUGMENTATION FACILITY Planners 4 5.045 2 rs Phone07.45.045 Approved by: HGH © 2009 CITY OF WINTER SPRINGS Co Sc Management Fax. 407.648.1 036 Costruction a me HAROLD G. HIGGENBOTHAM, P.E. Scale: AS SHOWN I I SEMINOLE FLORIDA 1 1 Desi /13nitd REG.# 56467 CONFORMED DOCUMENTS FIN. GRADE EL. = 14.00 VERIFY W/ CIVIL FIN. GRADE EL. VERIFY W/ CIVI FIN. GRADE EL. = 10.00 VERIFY W/ CIVIL = 14.00 2 30' -0" 2 30' -0 SIZE BxH (inches) 4" 1 , 12" 4" N U S -8 S -8 TOP INT F - TOP REINF. IN (2) I I I (6) #8 -- LAYERS, SEE SCHED. #4 @ 4 0. C. II II II Date Revision B By INTERMEDIATE REINF. o II II EL. = 14.00 DIVIDED EQUALLY HIGH • • 4kBOTTOM ; III EA. FACE, SEE SCHED. T T.O. DECK II 1 s -8 I I I LAYER, SEE SCHED. ON THIS SHT. (F'c = 5000 PSI) 1 II Drawn b y' Checked by: Ir 4 I 11 II I C Surve ors (t.B.No.7143) Landscape Arch. (Li,No.LC0000298, / Planners Street Orlando, Fl. 32801 Phone: 407.425.0452 s —a II 11 II II I AIIIIIIIIIIIIIIIIF o II II e Q O o CD co Ld V) a N II II 1 I HGH Z CD gZ IZ U I a_ I I Z I gz a_ O S -8 a_ Fax: 0,.648.2x36 w0 OU a_ I -- I I I I wo J 0 -- o JN r�l III o JN C o� I I I 0 II o � 0 II II © 2009 SEMINOLE FLORIDA Desi /mild `i II m II II 4 III II I EL. = 14.00 s —a 11 II I T.O. DECK r I I I 1 s -8 o I I II 1 .=.II N II s -8 m II I II I I I I I I I I I rani nn n nr ri — � n nn i 3 s -8 3 VERIFY W/ CIVIL Y S -8 Observation Deck- Framing Plan SCALE: 1/8" = V -0" z - -- -- - - - - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -------- - - - - -- f A - BU E -- - - -�', f _ ✓ 20" MARK SIZE BxH (inches) 4" 1 , 12" 4" N U STIRRUPS N TOP INT TIES TOP REINF. IN (2) CB -2 SEE DETAIL (6) #8 (6) #8 LAYERS, SEE SCHED. #4 @ 4 0. C. FLORIDA C.A. NO. 26850 ON THIS SHT. Date Revision B By INTERMEDIATE REINF. o Revision B y DIVIDED EQUALLY HIGH • • 4kBOTTOM LAKE JESUP WATER EA. FACE, SEE SCHED. East Robinson 2127E ON THIS SHT. REINF. IN (1) CB - 2 LAYER, SEE SCHED. ON THIS SHT. (F'c = 5000 PSI) 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 0. C. FLORIDA C.A. NO. 26850 No. Date Revision B By No. Date Revision B y Des b g y HIGH Date: DECEMBER 22, 2010 LAKE JESUP WATER Engineers (C.o.a No. 3215 Architects (Li, No. 9 A260a926, East Robinson 2127E 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 PSI). 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 CONFORMED DOCUMENTS HI GGENBOTHAM Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 No. Date Revision B By No. Date Revision B y Des b g y HIGH Date: DECEMBER 22, 2010 LAKE JESUP WATER Engineers (C.o.a No. 3215 Architects (Li, No. 9 A260a926, East Robinson 2127E Sheet No. zQ © Qs Drawn b y' Checked by: RED HIGH Job No. W04141 File: PUMP STATION AUGMENTATION FACILITY C Surve ors (t.B.No.7143) Landscape Arch. (Li,No.LC0000298, / Planners Street Orlando, Fl. 32801 Phone: 407.425.0452 OBSERVATION DECK - FRAMING PLAN AIIIIIIIIIIIIIIIIF o e Approved by: HGH CITY OF WINTER SPRINGS EnvironmeniatScientists Construction Management Fax: 0,.648.2x36 HAROLD G. HIGGENBOTHAM, P.E. 4Q Q Scale: AS SHOWN © 2009 SEMINOLE FLORIDA Desi /mild REG.# 56467 CONFORMED DOCUMENTS (1 ) #4 CONT. #4 x 6" 2 4, @ 4' -0" O.C. IN GROUTED KEYWAY OR CORES EE PLA � (1) #4 CONT. HOLLOW —CORE PLANK SEE PLAN #4 x 6" 2 4, @ 4' -0" O.C. 3" MIN. BEARING #4 x 6"L—, @ 4' -0" O.C. IN GROUTED KEYWAY & SPACING OF WALL VERT. OR CORES 2" CLR. PROVIDE 62 BAR DIA. WATERPROOFING, SEE CIVIL ° ° TYP. LAP SPLICE (TYP.) SEE CIVIL #6 VERT. AT 10" O.C. CONT. RIBBED —FLAT 6 "0 PERFORATED PVC — EACH FACE FIN. GRADE WATERSTOP BY PIPE. DRAIN TO DAYLIGH 2" CLR. TYP. VERIFY W /CIVIL / �� o ° STANDARD ACI Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 APPROVED STANDARD ACI #5 HORIZ. AT 8" O.C. EACH FACE, SEE DETAIL o ° SEE PLAN FREE DRAINING GRANULAR ON S -3 FOR HORIZ. BACKFILL WRAPPED W/ " SEE PLAN T /MAT T /MAT Date REINF. AT CORNERS FILTRATION GEOTEXTILE PER FOUNDATION z Q d Li w B By • • GEOTECHNICAL REPORT'S RECOMMENDATIONS CD SIANDARD ACI — HOOK (TYP.) DOWELS TO MATCH SIZE & SPACING OF WALL VERT. 0 o WATERPROOFING, PROVIDE 62 BAR DIA. WATERPROOFING, SEE CIVIL ° ° LAP SPLICE (TYP.) SEE CIVIL 6 "0 PERFORATED PVC CONT. RIBBED —FLAT 6 "0 PERFORATED PVC — ° PIPE. DRAIN TO DAYLIGHT WATERSTOP BY PIPE. DRAIN TO DAYLIGH SEE CIVIL 0 o �o GREENSTREAK OR SEE CIVIL STANDARD ACI Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 APPROVED STANDARD ACI HOOK (TYP.) °O EQUAL (TYP.) HOOK (TYP.) N J SEE PLAN #5 HORIZ. AT 8" O.C. " SEE PLAN T /MAT T /MAT Date FOUNDATION z Q d Li w B By • • Date ' • FOUNDATION z Q J d w U) U SEE PLAN CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. SECTION 1 3/4" = 1' -0" S -8 OI L FIN. GRADE VARIES VERIFY W /CIVIL C C IV. VI \F1L/L EE PLAN ERIFY W /CIVIL RETAINING WALL FOR STEM THICKNESS ORCEMENT )RATED PVC N TO DAYLIGHT 5 AT 24" O.C. TRANSV. TOP 3) #5 CONT. BOTTOM #4 x 8 " 8" @ 4' -0" O.C. CONC_ TOPPING, SEE PLAN NOTES HOLLOW —CORE PLANK SEE PLAN 1" LAP #6 VERT. AT 10" O.C. EACH FACE 2" CLR. TYP. # 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. I M U SEE PLAN CONC. MAT FOOTING, SEE PLAN FOR THICKNESS & REINF. SECTION 2 3/4" = 1' -0" S -8 2" CLR. SIANDARD ACI — HOOK (TYP.) #6 VERT. AT 10" O.C. TYP. EACH FACE SECTION 5 FIN. GRADE 2" CLR. 3/4" 1' -0" S -8 "F VARIES VERIFY W /CIVIL / �o TYP. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 C C #5 HORIZ. AT 8" O.C. No. Date o�o B By EACH FACE, SEE DETAIL Date Revision B y � o HIGH GH RED HIGH ON S -3 FOR HORIZ. REINF. AT CORNERS LAKE JESUP WATER AUGMENTATION FACILITY C Engineers Archilecls surveyors Landscape Arch. Planners (C.o.a N". 3215) (Li, U•s. No. 7143) (Li, No. LC000a298) C�o GROUND STORAGE TANK/ OBSERVATION DECK — Sheet No. S�g Q FREE DRAINING GRANULAR BACKFILL WRAPPED W/ c� © zQ FILTRATION GEOTEXTILE PER Qs GEOTECHNICAL REPORT'S e RECOMMENDATIONS Approved by: HGH © 2009 CITY OF WINTER SPRINGS oo Fax: 407.648.2036 DOWELS TO MATCH SIZE STRUCTURAL SECTIONS 4Q & SPACING OF WALL VERT. Q oo WATERPROOFING, PROVIDE 62 BAR DIA. LAP SPLICE CONC. BEAM, SEE PLAN AS SHOWN SEE CIVIL o�o (TYP.) & SCHEDULE REG.# 56467 6 "b PERFORATED PVC ° CONT. RIBBED —FLAT CONC. TOPPING, SEE PLAN "" S. @ 4' -0" O.C. PIPE. DRAIN TO DAYLIGHT SEE CIVIL WATERSTOP BY NOTES AY FIELD o o STANDARD ACI GREENSTREAK OR APPROVED HOLLOW —CORE LIN LEA.SIDE F BEAM EE PLAN NOTES HOOK (TYP.) EQUAL (TYP.) PLANK SEE PLAN O " T DECK SEE PLAN N " • • • SEE PLAN T /MAT • • • FOUNDATION z Q J CL w HOLLOW —CORE • • PLANK SEE PLAN CONT. L 4x4x1 /4 W/ 5/8 "0 X 5" H.S. @ 4' -0" O.C. \/\ i \X/ i HWL i I HWL EA. SIDE OF BEAM U SEE PLAN CONC. MAT FOOTING, SEE PLAN CONC. COLUMN BEYOND FOR THICKNESS & REINF. SECTION 3 SECTION 4 3/4" = 1' -0" S -8 3/4 = 1' -0" S -8 CONFORMED DOCUMENTS SIANDARD ACI — HOOK (TYP.) HIGGENBOTHAM SECTION 5 3/4" 1' -0" S -8 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fox: 407 286 2281 FLORIDA C.A. NO. 26850 No. Date Revision B By No. Date Revision B y Des b : g y Drawn by: Checked by: HIGH GH RED HIGH Date: DECEMBER 22, 2010 Job No. W04141 File: PUMP STATION I LAKE JESUP WATER AUGMENTATION FACILITY C Engineers Archilecls surveyors Landscape Arch. Planners (C.o.a N". 3215) (Li, U•s. No. 7143) (Li, No. LC000a298) 1117 East Robinson street Orlando, F1. 32802 Phone: 407.425.0452 GROUND STORAGE TANK/ OBSERVATION DECK — Sheet No. S�g Q © zQ Qs 3Q e Approved by: HGH © 2009 CITY OF WINTER SPRINGS Connstruction Management S cie nt ists Costruction anugernent Fax: 407.648.2036 HAROLD G. HIGGENBOTHAM, P.E. STRUCTURAL SECTIONS 4Q Q Scale: AS SHOWN SEMINOLE FLORIDA Desi /mild REG.# 56467 CONFORMED DOCUMENTS CONFORMED DOCUMENTS ABBREVIATIONS GENERAL NOTES A AMBER, AMPERE, ALARM GALV GALVANIZED R RED, RAISE, RELAY OR REVERSE 1. ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.0 AND AC ACB ALTERNATING CURRENT AIR CIRCUIT CURRENT GB GD GENERATOR BREAKER GROUND DETECTOR RECP RES RECEPTACLE RESISTOR LOCAL CODES. ACCU AIR COOLED CONDENSING UNIT GEN GENERATOR RGS RIGID GALVANIZED STEEL AF AMPERE FRAME GFI GROUND FAULT INTERRUPTER RMS ROOT - MEAN - SQUARE 2. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE AFF ABOVE FINISHED FLOOR GND GROUND RS RAPID START MECHANICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL DWGS AFG ABOVE FINISHED GRADE GFR GROUND FAULT RELAY RT REPEATING TIMER AND APPROVED SHOP DRAWINGS FOR THE EXACT LOCATION AHU AIR HANDLING UNIT RTD RESISTANCE TYPE TEMP DETECTOR OF ALL EQUIPMENT. AIC AMPS INTERRUPTING CAPACITY RTU REMOTE TERMINAL UNIT ALUM ALUMINUM 3. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL AFCP AUGMENTATION FACILITY CONTROL PANEL H HIGH OR HUMIDISTAT BOXES, PANELBOARDS, CONDUITS, CONTROL PANELS ETC, ANN ANNUNCIATOR HC HOT CIRCUIT SCH SCHEDULE AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE HH HANDHOLE SEC SECONDARY AR ALARM RELAY HMT HIGH MOTOR TEMPERATURE SH SPACE HEATER OR SHIELD 4. EXPOSED FLEXIBLE CONDUITS SHALL NOT EXCEED 30 INCHES ASA AMERICAN STANDARDS ASSOCIATION HOA HAND - OFF -AUTO SN SOLID NEUTRAL IN LENGTH FOR SIZES 2 INCHES AND LARGER, MAXIMUM OF 18 AS AMMETER SWITCH HOR HAND - OFF - REMOTE SP SINGLE POLE INCHES FOR SIZES 1 -1/2 INCHES AND SMALLER AT AMPERE TRIP HP HORSE POWER SPDT SINGLE POLE DOUBLE THROW ATS AUTOMATIC TRANSFER SWITCH HPS HIGH PRESSURE SODIUM SPST SINGLE POLE SINGLE THROW 5. CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED AUX AUXILIARY HR HOUR SS SELECTOR SWITCH OR STAINLESS STEEL BY THE NEC AND /OR TO MAKE A WORKABLE INSTALLATION. AWG AMERICAN WIRE GAGE HWCO HIGH WATER CUTOFF ST STATION TIE BREAKER HZ HERTZ (CYCLE) SUPV SUPERVISORY CONTROL 6. CONDUIT ENTRY INTO ELECTRICAL EQUIPMENT SHALL BE DIRECTLY SV SOLENOID VALVE BELOW OR ABOVE AND BE LOCATED EQUALLY SPACED FROM EQUIPMENT B BLUE SW SWITCH CENTERLINE BC BARE COPPER OR BATTERY CHARGER 1/0 INPUT /OUTPUT SWBD SWITCHBOARD BIL BASIC IMPULSE LEVEL IEEE INSTITUTE OF ELECTRICAL AND SWGR SWITCHGEAR BKR BREAKER ELECTRONIC ENGINEERS BLDG BUILDING IES ILLUMINATING ENGINEERING SOCIETY BR BRAKE INST INSTRUMENTATION T THERMOSTAT, TIMER, OR TOTALIZER BT BEARING TEMPERATURE ISO ISOLATION TACH TACHOMETER TB TERMINAL BLOCK TC TIMER CLUTCH OR TIME CLOCK C CLOSE, COUNTER, CONTACTOR OR CONDUIT J JUNCTION BOX TD TIME DELAY RELAY °C DEGREES CENTIGRADE TEL TEMP TELEPHONE TEMPERATURE CAB CAP CABINET CAPACITOR K KEY INTERLOCK TM TIMER MOTOR CB CIRCUIT BREAKER KV KILOVOLT TQ TORQUE CB "A" CIRCUIT BREAKER AUXILIARY CONTACT KVA KILOVOLT AMPERE TTB TELEPHONE TERMINAL BOX OR BOARD (OPEN WHEN BREAKER IS OPEN AND KVAR KILOVAR TTC TELEPHONE TERMINAL CABINET CLOSED WHEN BREAKER IS CLOSED OR TRIPPED) KW KILOWATT TYP TYPICAL CB "B" CIRCUIT BREAKER AUXILIARY CONTACT KWH KILOWATT HOUR (CLOSED WHEN BREAKER IS OPEN AND OPEN UL UNDERWRITERS LABORATORIES WHEN BREAKER IS CLOSED OR TRIPPED) UG UNDERGROUND CBM CERTIFIED BALLAST MANUFACTURERS L LOW, LEVEL UON UNLESS OTHERWISE NOTED Cl CKT CELL INTERLOCK CIRCUIT LA LC LIGHTNING ARRESTED LIGHTING CONTRACTOR UV UNDER VOLTAGE CL2 CHLORINE LOR LOCAL - OFF - REMOTE UPS UNINTERRUPTIBLE POWER SUPPLY CLG CEILING LS LIMIT OR LEVEL SWITCH CONC CONCRETE LT LIGHT V VOLTS COND CONN CONDUCTOR CONNECTION LTG LWCO LIGHTING LOW WATER CUTOFF VA VOLT AMPERE COS CABLE OPERATED SWITCH VAR VFD VARMETER VARIABLE FREQUENCY DRIVE CID CPT CONTROL PANEL CONTROL POWER TRANSFORMER M MAGNETIC MOTOR STARTER VLS VALVE LIMIT SWITCH CR CURRENT OR CONTROL RELAY MA MILLIAMPERE VM VOLTMETER CS CONTROL STATION MAX MAXIMUM VPI VALVE POSITION INDICATOR CT CYCLE TIMER OR CURRENT TRANSFORMER MFCP MAIN FILTER CONTROL PANEL VS VOLTMETER SWITCH CTC CYCLE TIMER CLUTCH MCC MOTOR CONTROL CENTER VSC VARIABLE SPEED CONTROLLER CTM CYCLE TIMER MOTOR MCM THOUSAND CIRCULAR MIL VSD VARIABLE SPEED DRIVE CU COPPER MCP MOTOR CIRCUIT PROTECTOR CWP COLD WATER PIPE MD MOISTURE DETECTOR MFM MAGNETIC FLOW METER W WHITE, WATTS OR WIRE MFR MANUFACTURER WH WATTHOUR METER DC DIRECT CURRENT MH MANHOLE, MOUNTING HEIGHT OR METAL HALIDE WM WATT METER DIA DIAMETER MIN MINIMUM WP WEATHER PROOF DI DOOR INTERLOCK MLO MAIN LUGS ONLY WT WATER TIGHT DM DAMPER MOTOR OR DEMAND METER MOV MOTOR OPERATED VALVE DIN DOWN MPR MOTOR PROTECTION RELAY DO DRAW OUT MS MANUAL MOTOR STARTER X AUXILIARY RELAY DPDT DOUBLE POLE DOUBLE THROW MSH MOTOR SPACE HEATER XFMR TRANSFORMER DPST DOUBLE POLE SINGLE THROW MTD MOUNTED XTMR TRANSFORMER DPR DIFFERENTIAL PRESSURE REGULATOR MTS MANUAL TRANSFER SWITCH DPS DIFFERENTIAL PRESSURE SWITCH MV MILLIVOLT OR MERCURY VAPOR Y YELLOW DS DISCONNECT SWITCH MVA MEGA VOLT AMPERE DVLS DISCHARGE VALVE LIMIT SWITCH ZS POSITION SWITCH N NEUTRAL EC EMPTY CONDUIT NC NORMALLY CLOSED O PHASE EF EXHAUST FAN NECA NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION ELEC ELECTRICAL NEC NATIONAL ELECTRICAL CODE EL ELEVATION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION ELR EMERGENCY LOCKOUT RELAY NF NON -FUSED EM EMERGENCY NFPA NATIONAL FIRE PROTECTION ASSOCIATION EMH ELECTRICAL MANHOLE NIC NOT IN CONTRACT EMT ELECTRICAL METALLIC TUBING NO NORMALLY OPEN, NUMBER ENCL ENCLOSURE NTS NOT TO SCALE EO ELECTRICALLY OPERATED EP EXPLOSION PROOF ER ELECTRODE RELAY Q OPEN ES END SWITCH OC ON CENTER ESB ENERGY SAVING BALLAST OFCI OWNER FURNISHED CONTRACTOR INSTALLED ETM ELAPSED TIME METER OH OVERHEAD EUH ELECTRIC UNIT HEATER OL OVERLOAD EVA ELECTRIC VALVE ACTUATOR OLS OVERLOADS EWC ELECTRIC WATER COOLER OSHA OCCUPATIONAL SAFETY AND HEALTH ACT EWH ELECTRIC WATER HEATER EXH EXHAUST EXIST EXISTING P POLE PB PUSH BUTTON OR PULL BOX PC PHOTO CONTROL F FORWARD PLC PROGRAMMABLE LOGIC CONTROLLER °F DEGREES FAHRENHEIT PF POWER FACTOR FAAP FIRE ALARM ANNUNCIATION PANEL PH PHASE, CHEMICAL TERM FACP FIRE ALARM CONTROL PANEL PNL PANEL FIT FLOW INDICATING TRANSMITTER PR PAIR FLA FULL LOAD AMPERES PRGS PVC COATED RIGID GALVANIZED STEEL FM FACTORY MANUAL PRI PRIMARY FS FLOW SWITCH PRS PROXIMITY SWITCH FT FEET PS PRESSURE SWITCH PT POTENTIAL TRANSFORMER, PROGRAM TIMER PVC POLYVINYL CHLORIDE PWR POWER No. Date Revision B By No. Date Revision B y Designed b g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY OF WINTER SPRINGS SEMINOLE FLORIDA C / Engineers (c.o._a. ,\- °.3215) Architects (Li—No. surveyors (L.e. o. 7143) LandscapeArch. (L, °.0 °.LC° ° °°2ss) Planners Planners Environmental scientists 1constructionManagement Traffic / Transportation 1217 East Robinson street Orlando, Fl. 32801 Phone: 407.425.0452 Fax. 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 ABBREVIATIONS Sheet No. E p © Drawn by: DJK Job No. W04141 p p Checked by: WCH File: Site Plan.dwg © p Approved by: WCH c 2009 A sp Scale: 1" = 10' CONFORMED DOCUMENTS ELEMENTARY SYMBOLS ELEMENTARY SYMBOLS (CON'T) SWITCH SYMBOLS SERVICE AND DISTRIBUTION LIGHTING OUTLETS CEILING WALL LIMIT SWITCH S SINGLE POLE SWITCH ® MAGNETIC MOTOR STARTER OR CONTACTOR O SURFACE OR PENDANT MOUNTED FIXTURE WIRE INTERSECTION POINT (NORMALLY CLOSED) 00 SIZE AS NOTED 1 1 S2 DOUBLE POLE SWITCH ®1 � RECESSED FIXTURE ® EXTERNAL CONNECTION POINT LIMIT SWITCH � MOTOR CONNECTION, AS NOTED 1 NORMALLY OPEN CONTACT •� (NORMALLY CLOSED, HELD OPEN) S3 THREE -WAY SWITCH SURFACE OR PENDANT MOUNTED • DIFFERENTIAL PRESSURE SWITCH S4 FOUR -WAY SWITCH MOTOR /� `i EXISTING CONNECTION, FUTURE OR AS NOTED 1 1 FLUORESCENT FIXTURE NORMALLY CLOSED CONTACT (NORMALLY OPEN, CLOSING ON INCREASING DIFF.) O R O R RECESSED FLUORESCENT FIXTURE SWp WEATHERPROOF SWITCH ❑j DISCONNECT SWITCH, SIZE AS NOTED 1 1 O STARTER, CONTACTOR OR RELAY COIL DIFFERENTIAL PRESSURE SWITCH 4 Sp SWITCH WITH PILOT LAMP O R TANDEM FLUORESCENT FIXTURE 1 (NORMALLY CLOSED, OPENING ON INCREASING DIFF.) ZI COMBINATION MAGNETIC MOTOR STARTER, 1 NORMALLY OPEN PUSH BUTTON ® ® SK KEY OPERATED SWITCH SIZE AS NOTED O RECESSED TANDEM FLUORESCENT NORMALLY CLOSED PUSH BUTTON �_ BRANCH CIRCUIT PANELBOARD, UNDER 1 FIXTURE SH HAZARDOUS AREA SWITCH 250 VOLTS, SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP MAINTAINED PUSH BUTTON WITH GUARD D DIMMER SWITCH BRANCH CIRCUIT PANEL BOARD, UNDER 1 MOMENTARY MUSHROOM HEAD 250 VOLTS, FLUSH MOUNTED - FLUORESCENT TROFFER NORMALLY CLOSED GEARED LIMIT SWITCH SL SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM BRANCH CIRCUIT PANELBOARD, OVER �--� SURFACE OR PENDANT MOUNTED }� NORMALLY OPEN GEARED LIMIT SWITCH SLM MASTER SWITCH FOR LOW 250 VOLTS, SURFACE MOUNTED EXIT LIGHT INDICATING LIGHT FIRE ALARM SYSTEM VOLTAGE SWITCHING SYSTEM 15 TRANSFORMER, SIZE AS NOTED 6 �R RECESSED EXIT LIGHT -es SWITCH AND SINGLE RECEPTACLE Q SYSTEMS CABINET BLANKED OUTLET FF7 FUSE POTENTIOMETER �--�F PULL STATION �S SWITCH AND DOUBLE RECEPTACLE ® TELEPHONE TERMINAL BOARD JO �-- J� JUNCTION BOX CAPACITOR �--❑F / HORN /LIGHT COMBINATION SD DOOR SWITCH o-4111111110 1 POLE MOUNTED FIXTURE m SMOKE DETECTOR ST TIME SWITCH DIODE ® EMERGENCY LIGHT FIXTURE LIGHTNING PROTECTION SYSTEM mD DUCT SMOKE DETECTOR SCg CIRCUIT BREAKER SWITCH RES RESISTOR SMC MOMENTARY CONTACT SWITCH OR CONTROL POWER PUSHBUTTON FOR OTHER THAN NOTE 1: LETTER SUBSCRIPT INDICATES FIXTURE TYPE AS DESCRIBED TRANSFORMER SIGNALING SYSTEM AIR TERMINAL WITH CAST ADHESIVE IN THE LIGHTING FIXTURE SCHEDULE. ® SWITCH START /STOP SWITCH OO BASE MOUNT MS BONDING PLATE —�� MANUAL STARTER SINGLE LINE POWER DIAGRAM SYMBOLS ❑ SPEED CONTROL TEE SPLICE I � O ELECTRODE � LOCAL CONTROL SWITCH ® FLOAT SWITCH CIRCUIT BREAKER i � CONDUCTOR TURNED DOWN PLAN SYMBOLS (CLOSING ON RISING LEVEL) G ROOFTOP MAIN CONDUCTOR FLOAT SWITCH 07 l� COMBINATION MOTOR STARTER WITH MOTOR CIRCUIT PROTECTOR. FULL VOLTAGE, ROOFTOP BONDING CONDUCTOR TT TEMPERATURE TRANSMITTER (OPENING ON RISING LEVEL) NON - REVERSING, SINGLE SPEED � ® � PRESSURE SWITCH p (CLOSING ON RISING PRESSURE) �� 1� ---G--- MAIN ROOFTOP CONDUCTOR CONCEALED BELOW PT PRESSURE TRANSMITTER RECEPTACLE OUTLET SYMBOLS PRESSURE SWITCH 1S R REDUCE VOLTAGE NON - REVERSING AUTOTRANSFORMER (CLOSED TRANSITION), — —G— — BURIED COUNTERPOISE CONDUCTOR FIT FLOW INDICATING TRANSMITTER � P (OPENING ON RISING PRESSURE) SINGLE SPEED OR SOLID STATE SOFT START AIR TERMINAL WITH CAST ADHESIVE BASE MOUNT FOR USE ON TOP OF • VACUUM SWITCH V (CLOSING ON INCREASING VACUUM) 2S ? EXHAUST FAN HOUSING. FE FLOW ELEMENT SINGLE RECEPTACLE OUTLET VACUUM SWITCH ON INCREASING VACUUM) I � FULL VOLTAGE REVERSING IR (OPENING SINGLE SPEED � DUPLEX RECEPTACLE OUTLET -SPLIT WIRED DIT DENSITY INDICATING TRANSMITTER TEMPERATURE SWITCH I � RACEWAY SYSTEM �® (CLOSING ON RISING TEMPERATURE) FULL VOLTAGE, TWO SPEED TRIPLEX RECEPTACLE OUTLET -SPLIT WIRED LIT O LEVEL INDICATING TRANSMITTER 7 TEMPERATURE SWITCH ON RISING TEMPERATURE) I F TWO WINDING 0 JUNCTION BOX (OPENING 1 SINGLE SPECIAL PURPOSE RECEPTACLE OUTLET LE LEVEL ELEMENT � ® FLOW ACTUATED SWITCH (CLOSING ON INCREASE IN FLOW) THERMAL OVERLOADS 1 (SEE NOTE 1) HOME RUN TO PANELBOARD. NO. OF ARROWS INDICATE NO. OF CIRCUITS, FLOW ACTUATED SWITCH /�� A 5 J AC MOTOR, NUMBER INDICATES HORSEPOWER DUPLEX RECEPTACLE SPECIAL PURPOSE OUTLET (SEE NOTE 1) HASH MARKS INDICATE NO. OF 412 AWG. CONDUCTORS. NO HASH MARKS VM VOLT METER (OPENING ON INCREASE IN FLOW) � `-' � 1 RANGE OUTLET INDICATE 2 #12 CONDUCTORS. • ON TIME DELAY SWITCH 5 DC MOTOR, NUMBER INDICATES HORSEPOWER (SEE NOTE 1) CEILING OT CONCEALED IN WALL OR ABOVE VS VOLT SWITCH (NORMALLY OPEN WITH TIME DELAY CLOSING AFTER COIL IS ENERGIZED) 1 SPECIAL PURPOSE CONNECTION OR PROVISION ® TIME DELAY O GENERATOR, SIZE AS NOTED (S NOTE NE 1 CONDUIT OR CONCEALED IN OR BELOW FLOOR UNDERGROUND AM AMPMETER OFF SWITCH (NORMALLY OPEN WITH TIME DELAY A OPENING AFTER COIL IS DE- ENERGIZED) T� LOW VOLTAGE CIRCUIT BREAKER MULTIOUTLET ASSEMBLY CONDUIT RUN EXPOSED. RUN PARALLEL OR AMP SWITCH DRAW -OUT TYPE V (SEE NOTE 1) PERPENDICULAR TO STRUCTURE OR WALL qS ON TIME DELAY SWITCH CLOCK HANGER RECEPTACLE (NORMALLY CLOSED WITH TIME DELAY 7 A �1 MS O MOTION SWITCH OPENING AFTER COIL IS ENERGIZED) MEDIUM VOLTAGE CIRCUIT BREAKER (SEE NOTE 1) OFF TIME DELAY SWITCH DRAW -OUT TYPE V 1 FAN HANGER RECEPTACLE PB FT FLOAT SWITCH (NORMALLY CLOSED WITH TIME DELAY 1 (SEE NOTE 1) JACK AND BORE UNDER CLOSING AFTER COIL IS DE- ENERGIZED) LIGHTNING ARRESTOR FLOOR SINGLE RECEPTACLE OUTLET EXISTING PB PAVEMENT FS FLOW SWITCH ® TORQUE SWITCH (NORMALLY OPEN) SURGE SUPPRESSOR FLOOR DUPLEX RECEPTACLE LS LIMIT SWITCH TORQUE SWITCH CLOSED) = COMMUNICATIONS TS TORQUE SWITCH (NORMALLY 1 SURGE CAPACITOR 14 1 FLOOR SPECIAL PURPOSE OUTLET • LIMIT SWITCH _ (SEE NOTE 1) pS PRESSURE SWITCH (NORMALLY OPEN) ® FUSE OS INTERIOR CEILING SPEAKER LIMIT SWITCH T RANSFO RMER, POTENTIAL E< EXTERIOR HORN SPEAKER OT THERMOSTAT (NORMALLY OPEN, HELD CLOSED) QUANTITY NOTED NOTE 1: NUMERICAL SUBSCRIPT INDICATES THE SHEET NOTE I � �J WALL MOUNTED SPEAKER VS VIBRATION SWITCH � MCP MOTOR CIRCUIT PROTECTOR WHERE THE TYPE OF RECEPTACLE AND USAGE IS NOTED. 2 EXTERIOR HANDSET � 7 NO. INDICATES FRAME SIZE wP SV SOLENOID VALVE ® DESKTOP HANDSET L CURRENT TRANSFORMER, QUANTITY AS NOTED FLOOR TELEPHONE OUTLET - PUBLIC ZS ZERO SPEED SWITCH O KEY INTERLOCK ® FLOOR TELEPHONE OUTLET - PRIVATE TR TIMING RELAY POWER PANEL ► FLUSH OUTLET BOX AND COVER PLATE N❑ FLUSH FLOOR MOUNTED OUTLET BOX ' LIGHTING PANEL AND COVER PLATE No. Date Revision B By No. Date Revision B y Designed b g y WCH Date: OCTOBER 15, 2010 LAKE J ESU P WATER AUGMENTATION FACILITY CITY O F WINTER SPRINGS SEMINOLE FLORIDA I C / Engineers (c.o._a. 1\- °.3215) Architects (Li surveyors (L.e. o. 7143) Planners �L, °. a °. L� ° ° ° °2ss, Environmental scientists construction Management I Traffic / Transportation 7217 East Robinson street Orlando, Fl. 32801 Phone: 407.425.0452 Fax. 407.648.1036 WILLIAM C. GOUCHER, P.E. REG - #20700 SYMBOLS Sheet No. Q © Drawn by: DJK Job No. W04141 p p Checked by: WCH File: Site Plan.dwg © e Approved by: WCH c 2009 Q sQ Scale: 1" = 10' CONFORMED DOCUMENTS ........ 1- 2/C #16SH -3/4" INFLUENT FLOW TO AFC P �� METER L1 -24' —_ V� PB� FT ,, - ........ .... o 10 20 POLE MTD. GRAPHIC SCALE ...... MB (STORAGE TANK) CONFORMED DOCUMENTS No. Date Revision By No. Date Revision By Designed by: WCH Date: October 15, 2010 LAKE J E S U P WATER Engineers (c.o._a. ,\- °.3215) Architects (L �.. N°. AA2600926) 1217 East Robinson Sheet No. p © Drawn by: DJK Job No. W04141 AUGMENTATION FACILITY C / surveyors (L. B. Nr°. 7143) Pl a nn eapeArch. �L, °. a °. L� ° ° ° °2ss, Planners Environmental scientists street Orlando, Fl. 32801 Phone: 407.425.0452 WILLIAM C. GOUCHER, P.E. SITE PLAN p p Checked by: WCH File: Site Plan.dwg © p Approved by: WCH 1" = 10' c 2009 CITY OF WINTER SPRINGS SEMINOLE FLORIDA Cons true tionManagemen t Traffic / Transportation Fax. 407.648.1036 REG - #20700 p sp Scale: CONFORMED DOCUMENTS (3) -4" W /3- 400KCMIL, 1#4/0 EA. (1) -4" SPARE I PAD MTD TR,A A I OC'n ML A CO 9 M I DO —3W/ 00( G 3 #2,1 # -2 " 100A, 600V, RECPT FOR GENERATOR RUSSELL -STOLL JRS1044FR MANUAL TRANSFER SWITCH 100A, 3P, 60OV, FUSED, OUTDOORS NEMA 4, 65kAIC RATED MIN. (MTS) �o RISER NOTES 0 O CB AS DIRECTED BY VFD MFR VFD O STATUS & ALARM TO (65A) LOCAL PLC 0 LINE REACTOR AS O DIRECTED BY MCC MFR 40 MOTOR LONG LEAD FILTER AS DIRECTED x BY MCC MFR j O5 ACTIVE FILTER AS o DIRECTED BY MCC MANF. 04 O6 TVSS FURNISHED BY 1 MCC MFR N 0 cfl 2 r O FOR FUTURE PUMPS PROVIDE EMPTY RACEWAYS ONLY O8 CB SIZED BY MCC M MANUFACTURER 9 METERING PROVIDED BY MCC MANF. DISPLAY AMP, VOLTS, HZ AND HARMONICS. WP 40 RWP PUMP #1 D 100A D 225A r r I I N N I I N N O O 1000A, 480V,30, 3W, 65KAIC RATED MCC -1 225A 225A U W N I N 2 2 N N - 1 F -1 F c>j cfl __ W �o �o ILO 04 V7 to 0 VFD VFD FUTURE (156A) (156A) VFD (156A) L -1 L -1 4 0 L N N r r U W � � W NO n WP WP WP O O O 125 125 125 RWP PUMP #2 RWP PUMP #3 RWP PUMP #4 (FUTURE) 0 POWER RISER D 30A D 30A D 100A D 60A N I r N I r I 0 c� M 30A D 100A 50A I J 30KVA, 480 - 120/208V, 30, 4W T1 1 � r I 00 n O SS t3 PNL L1 WP WP WP 40 40 40 CP CP CP CP CP INF. PUMP #1 INF. PUMP #2 INF. PUMP #3 FCP1 FCP2 ACKWASH BOOSTER AIR COMPRESSOR P MP STATION PUMP STATION (5HP) MCC -1 FRONT VIEW (VARIES W/ MFR) No.1 Date I Revision By No.1 Date Revision By Designed by: WCH Date: OCTOBER 15, 2010 Engineers (c.o._a. ,\- °.3215) ELECTRICAL Sheet No. LAKE E S U P WATER Architects (Liu. Nu. _442600 1117 East Robinson A 5/27/11 ADDENDUM NO. 1 WCH © Drawn by: DJK Job No. W04141 surveyors (L.e. o. 7143) street p p Checked by: WCH File: Site Plan.dwg AUGMENTATION FACILITY Planners C / Pl a nn eapeArch. �L, °. a °. L� ° ° ° U298, POWER RISER Orlando, Fl. 32801 Phone: 407.42 5.0452 wILLARD C. HOANSHELT P.E. © p Approved by: WCH Environmental scientists Fax. 407.648.1036 REG - #42593 c 2009 CITY O F WINTER SPRINGS Construction Management p sp Scale: 1" = 10' SEMINOLE FLORIDA I 1 11 Traffic / Transportation CONFORMED DOCUMENTS kJ)--t VV/ J `FUUrU HAIL, I ff-r/ U EA. (1) -4" SPARE RWP #1 INFLUENT PUMP #1 INFLUEN PUMP #3 FCP1 AC IVE FIL ER FCP2 RWP #2 FUTUREFCP3 RWP #3 BOOSTER PS RWP #4 INFLUENT PUMP #2 SIZE 3 SPARE AIR COMP. MLO PANEL L1 SPACE CONFORMED DOCUMENTS kJ)--t VV/ J `FUUrU HAIL, I ff-r/ U EA. (1) -4" SPARE et No. ■ CONFORMED DOCUMENTS FCP -3 ", — L �I ® / 7 10' o � — o o - oa III ° III ® /0 °\ I m m II _ _ _ o of 45-� — — I I I III _ _ �® °� (0 of - - i \w w 11 L-- - - - - -- All °1 i� _ \ oC�' \ �I �� E�� E O�w ® - - iR I I s s — mss IT — o III \ I I C -- ---- - - - - -- w C C I I I I II I II I 11 I I I II I I I I I FCP -2 I II O I I O ____ __ _ __ ______ ________________ O __ 1,; -m_ m ______ _________ I MCC -1 \ I � CP BACKWASH j \ PUMP STATI ❑N / FT LT If 1 s I s I I� !�! _m__ ---------------------- 1n } <l_ wwwwwwwwwwww _______________________________________________________________________________________________ _______________________________ ________________ Y _ .._ m PREFILTER F Y �. ____________________ ``� ___v 1__ � == ==-- -� �_ � �mmmmmmmm � °� � . � q t r P F —1 A E ------ - - - - -- ----- � - 1= `, I � �1 _______ to 1 mm =J ________ ____� _______ -- n t l C ® O o A T �_ __________________ _O �_____ �___E_________.___________ �__� ,f, T` u TURB, L1 -25 © FCP -1 O O O ----- ------ I / y 12 C C ---------------- - ------ - -- - -------------------------- - ----- - - ------ ---------- i 0 - C' \ Ec : 4 . ! ' a° = = == ______ 71 ..... _ . ........................ ................ ........... .......................... .............................._ i BCP I R ~r z �� _ ,. i _______ - -- Y - - - - -- 2 �__ ___ 1 T 22 _______________________________________ _______________________________ _v____________________ __ ________�_I ___ .._________ m0 _` _ ____� ------------------------------ a--------------------- _ -- --- - - - -3� x. FS / ts FLUSHI G pq PUMP S ID y \ BCP 0 BCP ® MCC -1 TREATMENT PLAN SCALE: 1 /2" = 1' -0" PREFILTER PF -2 001 HE LOCAL H ❑A MCC —1 O MCC —1 0 INFLULNI �+ PUM S e e F -- I I� I 40 40 I I L J IP - 1 IP - 2 IP 3 F— —1 I I I I � I X — m O m Lu III III III III W F w X TYPE 'C' 150W POLE MTD, (TYP,) 5 #10 -3/4' (TYP,) SHEET NOTES O1 5 #14 -3/4' TO AFCP O7 3 #12 -3/4' TO MFCP O2 EC TO MCC ® 10 #14 -1' TO MFCP O3 EC TO AFCP O9 EC TO MFCP ® 30 #14- 1 -1/4' TO MFCP 10 4 #12 -3/4' TO MFCP O5 18 #14 -3/4' TO AFCP 11 20 #14- 1 -1/4' TO MFCP © 1- 2/C #16SH -3/4' TO AFCP 12 1'ALUM, #12TW PR DATA TO AFCP No.1 Date I Revision B No. Date Revision B Designed CH Date: OCTOBER 15, 2010 Engineers (CO.A. No. 3225) ELECTRICAL By y g ned b y LAKE J ES U P WATER Arch =tec (Lic. No. �600s26) heet No. Q 5/27/11 ADDENDUM NO. 1 WCH Drawn by: DJK Job No. W04141 surveyors a.e�.No.:��aJ X177 East Robinson T Q et TREATMENT PLAN Pl anne rs Q sQ Checked by: WCH File: Treatment Plan.dwg AUGMENTATION FACILITY as / eAreh. (Lic.N�o.LC00002ys O rlan do , Phone: ne: 40 Fl. 32801 7.425.0452 WILLARD C. HOANSHELT P.E. p p Approved by: WCH Certificate of Authorization Nu. 321 CITY OF WINTER SPRINGS En anag ent Fax: 407.648.1036 REG - #42593 Construction Management AE Q Q I Scale: 1 3/8 " =1' 1 © 2009 SEMINOLE FLORIDA Design /Build CONFORMED DOCUMENTS � L1 -19 SHEET NOTES O1 1- 2/C #16SH -3/4" TO AFCP 20 5 #14 -3/4" TO AFCP O3 TO VFD ® 5 #14 -3/4" TO AFCP SO EC TO VFD © EC TO AFCP O7 5 #14 -3/4" TO AFCP No.1 Date I Revision B No. Date Revision B Designed b : WCH Date: OCTOBER 15, 2010 Engineers (c.o.A. ti". 3215) ELECTRICAL By y g y LAKE JESUP WATER eet No. Architects (Li, No. AA2600926) 2177 East Robinson Robiixsan p p Drawn by: DJK Job No. wool a1 Landscape «..L. O X93' Street HIGH SERVICE PUMP STATION 17 AUGMENTATION FACILITY Q sQ Checked by: WCH File: Pump Station. dwg Plannerrs eArei =• rL;�.� ".cc00002ys / Orlando, Ft. 32802 Phone: 407.425.0452 N/ILLARD C. HOANSHELT, P.E. �7 p 8 Approved by: WCH certificate of Authorization Nu. 321 s CITY O F WINTER SPRINGS Cons am a Fax: 407.648.203E REG - #42593 Construction Management Q ® Scale: 1 3/8 " =1' © 2009 SEMINOLE FLORIDA Design Build CONFORMED DOCUMENTS n TYPE 'A' 64W CEILING MTD. (TYP.) L1 -6 LIGHTING PLAN No.1 Date I Revision By No.1 Date Revision By Designed by: WCH Date: OCTOBER 15,2010 Engineers (c.o.A.N.3215) ELECTRICAL /CONTROL Sheet No. LAKE E S U P WATER Architects (Li, No. �sooy26) 111 East Robinson p p Drawn by: DJK Job No. W04141 surveyors (L.B. N.. 7 street F BUILDING LIGHTI AUGMENTATION G M E N TAT I O N FACILITY / Landscape Arch. (L;°. Ago. LCo000298) Orlando, Fl. Planners _ A p Checked by: WCH File: Building Elevations. dwg Phone: 407.425.0452 WILLARD C. HOANSHELT PLAN p p Approved by: WCH Certificate of Authorization No. 3215 CITY OF WINTER SPRINGS Co l scie ntists Fax. 407.648.1036 REG - #42597 Construction R4anager Q ® Scale: AS SHOWN © 2009 SEMINOLE FLORIDA Des /mild nent CONFORMED DOCUMENTS n L1 -8 VFD -2 w Q� PNL L1 ---/ ° MCC-1O ROOM 101A L1 -14, 16 W 1 � ROOM 101B I L1 -12 VFD -3 w o ELECTRICAL ROOM 6 CHEMICAL ROOM ACCU -1 208V, 10 O o � F.F. EL. = 10.0 w O AHU -1 w L1 -24 ® WP O ^ ^^ 1550 GALLON ^ T PAD S (TY ICAL) FLOOR PLAN I © w o_ L1 -9 Z 00 Y it 0 EF -1 WALL MTD, 115V UJ U u / W PP T L1 -7 WP t . SHEET NOTES O1 16 #14 -1" TO AFCP (3)- 2 /C #16SH -1" TO AFCP O3 EC TO MCC -1 ® EC TO AFCP O5 20 #14 -1" TO AFCP © (6)- 2/C #16SH- 1 -1/4" TO AFCP No.1 Date I Revision By No.1 Date Revision By Designed by: WCH Date: OCTOBER 15,2010 Engineers (C.O.A.N�.3215) ELECTRICAL /CONTROL Sheet No. ts Qi © Drawn by: DJK Job No. W04141 LAKE J E S U P WATER Architec Surveyo (Li, N (..� 2600126) 1117 East Robinson Street BUILDING POWER AUGMENTATION FACILITY / Pl a n eape Areh. °.N' °. LC° ° ° °2y8' Orlando 0 .4 328°2 Checked by: WCH File: Building Elevations. dwg _ p p Planners WILLARD C. HOANSHELT PLAN Phone: 407.425.0452 p 8 Approved by: WCH Certificate of Authorization Nu. 321 CITY OF WINTER SPRINGS En v i r onmental Scientists Fax. 407.648.1036 REG - #42593 Co R4anagernent Q ® Scale: I AS SHOWN I © 2009 1 SEMINOLE FLORIDA Design /Build CONFORMED DOCUMENTS GRADE z i� co CADWELD BRAIDED COPPER END BELL YPICAL RACEWAY 18" MIN. DEPTH) GROUT ALUM. PIPE SLEEVE 5/8 "X10' COPPERWELD GND ROD 6 ' 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.. " i. 36" SQUARE 1.4" PULLBOX (PEI) 16 "X16" CONC BOX WITH CAST IRON TRAFFIC COVER AND OPEN BOTTOM 18" 24" GRADE 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 SERVICE GROUND ROD AND WELL OUIV: ALUM 8" SC POSI TRAM TYPI UNIS SUR( EDC( CON[ G RAC SIGN, 3/4 SOU STAINLESS STEEL ANCNnDciTVO\ 6" SC POST STAIN UNISI G RAE 4'X6'Xi_ 4000 PSI CONC. W/ 4X4 WIRE MESH PROVIDE CONDUIT FOR EACH SEE RISER FOR DETAILS MOTOR. DO NOT COMBINE MOTOR LEADS INTO ONE CONDUIT SEE ELECTRICAL PLANS FOR FOR MAIN BKR & METER LOCATION TYPICAL CONTROL PANEL STAINLESS STEEL OR ALUM STRUT, ANCHOR 3' -0" W/ STAINLESS BOLTS (VERIFY) WASHERS & NUTS 4" SQ. X 8FT LOCAL CONC. POST DS m TYPICAL SEL. SW. (SEE PLANS /DIAGRAMS) - fn SS J -BOX FOR CONTROL WIRE (316 SS) GRADE .q 'f 0n I ' 4'x4'X4" L� u L� CONC. PAD I� 2000 PSI W/ 4X4 WIRE MESH SEE RISER FOR DETAILS NO POWER SHOTS INF. PUMPS LOCAL DISCONNECT MTG MOUNTING DETAIL No.1 Date I Revision B No. Date Revision B Designed b WCH Date: OCTOBER 15, 2010 Engineers (c.o._a. ,\- °.3215) By y g y LAKE J ESU P WATER Architects (Liu�.Nu._442600 °26, 1217 East Robinson Sheet No. p © Drawn by: DJK Job No. W04141 surveyors (L. B. No. 7143) street p p Checked by: WCH File: Site Plan.dwg AUGMENTATION FACILITY C / Pl a nn eapeArch. �L, °. a °. L� ° ° ° °2ss, DETAILS Planners Orlando, Fl. 32801 Phone: 407.42 5.0452 WILLARD C. HOANSJELT, P.E. © p Approved by: WCH Environmental scientists Fax. 407.648.1036 REG - #42593 I'll e 2009 CITY O F WINTER SPRINGS Cons true tionManagemen t A sp Scale: 1" = 10' SEMINOLE FLORIDA Traffic /Transyortativn CONFORMED DOCUMENTS V 4' -0" V TYPICAL TRANSMITTER n >r s ACCU -1 L. %j YLI\ ►VIII l W11 %L. SCREEN, ANODIZED ALUM, 6" DEEP FLOOR PLAN AIR COOLED CONDENSING UNITS LOUVERS N❑, REQ'D SYMBOL SERVING SIZE CFM MAX. MAX. MATERIAL FREE BLADE BLADE FRAME MANUFACTURER MODEL NUMBER REMARKS 1 ELECT. ROOM 5.0 13.0 PER MFR PER MFR 95° 2000 R -22 ALUM. 1 SCROLL 30 208V 10 LAC,T2,W 2TTB306OA1 DRIVE VELOCITY P.D. VOLT AREA ANGLE SPACING DEPTH EXHAUST PROPELLER 1500 0.3 1 897 14.1 1 BELT (FPM) (IN. W.G.) 115 (SOFT.) (DEG.) SYMBOL PHYSICAL CHARACTERISTICS CONTROLLED BY MANUFACTURER MODEL NUMBER 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 j 4 j 6 j GREENHECK ESD -635D ALL REMARKS: 1. FINISH SHALL BE ANODIZED COATING. COLOR SELECTED BY OWNER. 2. PROVIDE SILL EXTENSION. 3. PROVIDE BIRD SCREEN. 4. LOUVERS SHALL COMPLY WITH MINIMUM 130 MPH LOCAL CODE REQUIREMENTS. 5. PROVIDE ALUMINUM 2" THICK INSULATED BLANK -OFF PANEL. AIR COOLED CONDENSING UNITS ITEM N❑, N❑, REQ'D AREA SERVED YSTEM CAPACITY FIELD REF, PIPING CONDENSER COMPRESSOR ELECTRICAL ACCESSORIES TRANE MODEL N❑, TONS SEER SUC, LIQ, SA F CFM REF. ATL N❑, TYPE M❑CP V ❑LT 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 2TTB306OA1 AIR HANDING UNIT SCHEDULE ITEM N❑, C❑ ❑LING C ❑IL DATA FAN DATA FILTERS ELECTRIC HEAT TRANE AREA SERVED ENTERING AIR EAVING AIR ❑TAL SENSIBLE HEAT ❑SA VOLT SIZE V OLT ACCESS ❑RIES N❑, REQ'D DB WB DB WB MBH MBH MBH CFM CFM ESP HP DRIVE PHASE TYPE NO TALE KW P HASE MODEL N❑, AHU -1 1 ELECT. ROOM — — 56.0° 55.5° 46.9 46.2 — 1800 — 1/2' 1/3 DIRECT 20, TAWAY" 21 x20 — — — — 2TEC3F60A LAC = LOW AMBIENT COOLING T1 = FACTORY T —STAT W = 10 YEAR FULL COMPRESSOR WARRANTY No.1 Date I Revision By No.1 Date Revision By Designed by: WCH Date: OCTOBER 15,2010 Engineers (C.o.A.N.3215) ELECTRICAL /CONTROL Sheet No. LAKE E S U P WATER Architects (Lk. N�. AA2600926) 1117 East Robinson Q © Drawn by: DJK Job No. W04141 surveyors (L.B. N.. :t43) street BUILDING AUGMENTATION FACILITY / Plann eape Ar`''. °.n' °. �� ° ° ° °2y8' Orlando 0 .4 328 01 Checked by: WCH File: Building Elevations. dwg 0 Q Planners WILLARD C. HOANSHELT, P.E. P hone: 4 °7.425. °452 VENTILATION PLAN p 8 Approved by: WCH Certificate of Authorization Nu. 3215 CITY OF WINTER SPRINGS En v i r o nm en t al an a tests ge Fax. 4 07.648.1036 REG - #42593 Co Management Q ® Scale: AS SHOWN I © 2009 SEMINOLE FLORIDA Design /Build 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 1 897 14.1 1 BELT 114 1725 115 1 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- 1H2O4 1 -3 REMARKS: 1. PROVIDE INTEGRAL DISCONNECT SWITCH MOUNTED TO UNIT. 2. PROVIDE BACK -DRAFT DAMPER. 3. PROVIDE ALUM. PROPELLAR AIR HANDING UNIT SCHEDULE ITEM N❑, C❑ ❑LING C ❑IL DATA FAN DATA FILTERS ELECTRIC HEAT TRANE AREA SERVED ENTERING AIR EAVING AIR ❑TAL SENSIBLE HEAT ❑SA VOLT SIZE V OLT ACCESS ❑RIES N❑, REQ'D DB WB DB WB MBH MBH MBH CFM CFM ESP HP DRIVE PHASE TYPE NO TALE KW P HASE MODEL N❑, AHU -1 1 ELECT. ROOM — — 56.0° 55.5° 46.9 46.2 — 1800 — 1/2' 1/3 DIRECT 20, TAWAY" 21 x20 — — — — 2TEC3F60A LAC = LOW AMBIENT COOLING T1 = FACTORY T —STAT W = 10 YEAR FULL COMPRESSOR WARRANTY No.1 Date I Revision By No.1 Date Revision By Designed by: WCH Date: OCTOBER 15,2010 Engineers (C.o.A.N.3215) ELECTRICAL /CONTROL Sheet No. LAKE E S U P WATER Architects (Lk. N�. AA2600926) 1117 East Robinson Q © Drawn by: DJK Job No. W04141 surveyors (L.B. N.. :t43) street BUILDING AUGMENTATION FACILITY / Plann eape Ar`''. °.n' °. �� ° ° ° °2y8' Orlando 0 .4 328 01 Checked by: WCH File: Building Elevations. dwg 0 Q Planners WILLARD C. HOANSHELT, P.E. P hone: 4 °7.425. °452 VENTILATION PLAN p 8 Approved by: WCH Certificate of Authorization Nu. 3215 CITY OF WINTER SPRINGS En v i r o nm en t al an a tests ge Fax. 4 07.648.1036 REG - #42593 Co Management Q ® Scale: AS SHOWN I © 2009 SEMINOLE FLORIDA Design /Build CONFORMED DOCUMENTS PROVIDE OPPOSED BLADE BALANCING DAMPER IN DISCHARGE GRILLE TYPICAL AIR COOLED CONDENSING UNIT. GALVANIZED SHEETMETAL SUPPLY AIR PLENUM W/ 1" THICK 1\ PCF BUILDING EXTERIOR WALL FIBROUS GLASS LINING SIZED TO FIT UNIT AND HEIGHT REQUIRED FOR = _ - - - -- - - - -- L3X3X1 /4 SUPPORTS 22x22 TITUS MODEL 272 — FL WITH 1/2•0 D OLTS. SUPPLY REGISTER U = - ❑ SUPPORTS AT EACH END MOUNT UNIT ON 4" REINFORCED ❑ BOLTS @ 24' C.C. (MIN 4 BOLTS) CONCRETE PAD. SECURE WITH ❑ ATTACH SUPPLY & RETURN PLENUMS I I lij = ____________ _____________ (4) .25" MINIMUM STAINLESS TO AIR HANDLING UNIT WITH = ____________ STEEL BOLTS IN EPDXY ANCHORS. El L5x3x1 /4 STITCH WELDED ------ - - - - -- -------- - - - - -= T❑ PLENUM, (FULL LENGTH OF NEOPRENE GASKET & SHEET METAL = ____________ _ <...- PLENUM T OP) SCREWS - _ _ INSULATION (SUCTION TO AHU COOLING COIL 12'(MIN) 3/4'0 BOLTS 4 LINE ONLY) 18' C. C. SUCTION AND LIQUID REFRIGERANT SEAL WATER —TIGHT FIXED LOUVER LINES, SEE PLANS FOR ROUTING TYP BOTH ENDS SM. SIGHT GLASS PLENUM FILTER /DRIER LIQUID AND SUCTION LINES CONDENSATE DRAIN AND CLEANOUT 5 �� 6 ABOVE PROPELLER FAN W/ OSHA M ❑T ❑R GUARD, BELT OR W/ 1" CONNECTION TO UNIT. ROUTE �� UP FROM BELOW GRADE �� SLAB (TYP) DIRECT DRIVE AS INDICATED THROUGH EXTERIOR WALL TO �I I IN THE SCHEDULE FRENCH DRAIN. MAXIMUM 2 PIPES ILK CD __1 6" SCH 40 PVC PER CONDUIT, TYP. CLEANOUT ROUTE BELOW SLAB ILK 18 GAUGE MIN. GALVANIZED SHEET FILTER ACCESS LIQUID AND SUCTION LINES UNDER GRADE ENCASED L3x3x1 /4 STITCH WELDED IN SCHEDULE 40 PVC PIPE CONDUIT. REFRIGERANT TO PLENUM AND BOLTED TO FAN METAL RETURN AIR PLENUM W/ 1 " TRAP LINES IN PVC PIPE SHALL BE TYPE K COPPER (TYP ALL AROUND) THICK 1\ PCF FIBROUS GLASS USE 45' ELLS SEAMLESS, WITHOUT JOINTS. ❑ LINING SIZED TO FIT BOTTOM OF NO 90° ALLOWED (TYPICAL) ❑ L3X3X1 /4 STITCH COIL ENCLOSURE AND HEIGHT RETUR WELDED TO PLENUM REQUIRED FOR 22x22 TITUS CORE ❑ (TYP ALL AROUND) 33 — HINGED RETURN AIR F T GRAVITY BACKDRAFT DAMPER GRILLE. 6" OVERLAP ON PAD MOUNTED CONDENSING UNIT FLOOR F 4" CONC. PAD ALL SIDES W/ UNDER SLAB PIPING COORDINATE SIZE L & W WITH UNIT MFGR. TYPICAL AHU MOUNTING WALL MOUNTED EXHAUST FAN No.1 Date I Revision By No.1 Date Revision By Designed by: WCH Date: OCTOBER 15,2010 Engineers (C.o.A.N.3215) ELECTRICAL /CONTROL Sheet No. LAKE E S U P WATER Architects (Lk. N�. AA2600926) 1117 East Robinson Q © Drawn by: DJK Job No. W04141 surveyors (L.B. N.. 7143) street BUILDING AUGMENTATION FACILITY / eape Ar`''. °.n' °. LC° ° ° °2y8' Orlando . 32802 Plann 0 Q Checked by: WCH File: Building Elevations. dwg Planners WILLARD C. HOANSHELT, P.E. Phone: 407. 425.0452 DETAILS p 8 Approved by: WCH Certificate of Authorization Nu. 321 CITY OF WINTER SPRINGS Con structional Management Fax. 407.648.1036 REG - #42593 912 Co Management Q ® Scale: I AS SHOWN I © 2009 SEMINOLE FLORIDA Design Build CONFORMED DOCUMENTS Date: July 25, 2011 This color sample was provided to the Mayor and City Commission by City Staff during Public Hearings "502" at the July 25, 2011 City Commission Regular Meeting. F 156 - 04BR i�ESERT SANDS � NVIRQ - CRETE � �� This custom disploy sample was produced under laboratory conditions and may not always represent ihe appearance of field applications. 1 {II �, `�`," ?.. .r��",.. ��.�` xc�a �¢ ��`' ��s, �'� sT . E : ��; k� '�"` : �s a :«s r � � S,,�a �,� ':'rv.�; .� = k...i � �.�. : �a�, x,7,, ,a=.r �, a,.;.� �. ... � . � .�. � .. � � . � � . � ... . . . . � /