34-23 Site PlanLAKE FREDERICK
VICINITY MAP Scale: 1" = 2000'
LEGEND
WATER TREATMENT FACILITY
FREDERICK COUNTY, VIRGINIA
WATER LINE
ASPHALT PAVEMENT
WORKING DAYS NOTICE
PROTECT YOURSELF, GIVE THREE
"811"
OVERLAY EXISTING PAVEMENT
SURVEY NOTES:
OPEQUON MAGISTERIAL DISTRICT
FILE DISCLAIMER:
IF THESE FILES ARE MODIFIED AFTER RECEIVED, THE RECEIVER AGREES TO
INDEMNIFY, DEFEND AND HOLD HARMLESS, OUR FIRM "RK&K", FROM AND AGAINST
ANY AND ALL CLAIMS, SUITS, LOSSES, DAMAGES OR COSTS FROM THE USE OF
OUTDATED DESIGN FILES.
THE OFFICIAL DOCUMENTS OF RECORD ARE THE PAPER, MYLAR, OR VELLUM
DOCUMENTS WHICH BEAR THE COMPANY SEAL AND SIGNATURES. IF DIGITAL FILES
HAVE BEEN PROVIDED TO THE CLIENT AND/OR CONTRACTOR, THOSE FILES ARE FOR
CONVENIENCE ONLY AND DO NOT SUPERCEDE THE SIGNED PLAN SET.Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTIONCOVER SHEET AND INDEX OF DRAWINGSG-011.THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED
SEPTEMBER 29, 2020. BOUNDARY INFORMATION IS BASED ON A FINAL SUBDIVISION PLAT
MADE BY FRED KENDALL PRICE, L.S. DATED JULY 29, 2018 RECORDED IN INSTRUMENT
NUMBER 190000228.
2.ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT
THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE.
3.HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL
DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS.
ABBREVIATION DEFINITION
DRAINAGE MANHOLE
ELECTRIC CONTROL BOX
FINISHED FLOOR ELEVATION
FIRE HYDRANT
GUY ANCHOR
INVERT
MAIL BOX
MANHOLE
METAL LIGHT POLE
METAL POST
POLYVINYLCHLORIDE PIPE
REINFORCED CONCRETE PIPE
SANITARY SEWER VALVE
TELEPHONE RISER BOX
WATER METER
WOOD POWER POLE
WOOD SIGN POST
WATER VALVE
MAPLE
OAK
BUILDING RESTRICTION LINE
E U/G ELECTRIC LINE
X X FENCE
W U/G WATER LINE
U/G SANITARY SEWER FORCE MAINFM
TEST BORING
RK&K, LLP
2100 E. CARY STREET, SUITE 309
RICHMOND, VIRGINIA 23223
ATTN:JEFFREY KAPINOS, P.E.
PHONE: 804-782-1903
FAX: 804-782-2142
E-MAIL: JKapinos@rkk.com
OWNER / DEVELOPER
ENGINEER
PARCEL #
ADDRESS:
ZONING:
115 CRAPPIE CT
LAKE FREDERICK, VIRGINIA 22630
RURAL AGRICULTURAL (RA)
FREDERICK WATER
315 TASKER RD
STEPHENS CITY, VIRGINIA 22655
ATTN: MICHAEL NEWLIN, P.E.
PHONE: (540)-868-9974
E-MAIL: MNewlin@frederickwater.com
X
YES NOUTILITIES
COUNTY WATER
COUNTY SEWER
SPECIAL FLOOD HAZARD AREA INFORMATION
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES NO
X
X
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VIRGINIA 22655
CONTACT: MICHAEL NEWLIN
540-868-1061
RAPPAHANNOCK ELECTRIC COOPERATIVE
247 INDUSTRIAL COURT
FREDERICKSBURG, VIRGINIA 22408
CONTACT: ZACHARY HICKS
540-898-8500
INST. #:
PROJECT AREA:0.57 AC
87B-1-1F
NOVEMBER, 2023
GENERAL NOTES:
1.CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE COMMENCEMENT OF ANY
CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND
DIMENSIONS WHERE NEW WORK WILL MATCH EXISTING. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO THE
COMMENCEMENT OF WORK.
2.CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE APPROPRIATE
AUTHORITIES, DEPARTMENTS, AND/OR AGENCIES HAVING JURISDICTION PRIOR TO
COMMENCING WORK.
3.CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING STRUCTURES, PIPING,
ELECTRICAL EQUIPMENT, ETC. THAT ARE NOT INDICATED TO BE DEMOLISHED OR
REMOVED. ANY DAMAGE TO EXISTING STRUCTURES AND UTILITIES NOT INDICATED TO
BE DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
4.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS GENERATED DURING
THE PROJECT OFF SITE AT A PROPERLY PERMITTED DISPOSAL FACILITY.
5.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL STORMWATER DRAINS FROM
SEDIMENT, DEBRIS, TRASH, ETC. RESULTING FROM CONSTRUCTION ACTIVITY.
6.BUILDING SHALL COMPLY WITH THE 2018 VIRGINIA UNIFORM STATEWIDE BUILDING
CODE. OTHER CODES THAT MAY APPLY ARE INTERNATIONAL FIRE CODE 2018, THE
VIRGINIA PLUMBING CODE, AND THE NEC.
APPROVALS
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
INDEX OF DRAWINGS
SHEET NO.SHEET DESIGNATION DESCRIPTION
01 G-01 COVER SHEET AND INDEX OF DRAWINGS
02 G-02 GENERAL NOTES
03 G-03 ABBREVIATIONS AND LEGEND
04 G-04 PLANT PROCESS FLOW DIAGRAM AND DESIGN CRITERIA
05 G-05 HYDRAULIC PROFILES
06 C-01 GENERAL NOTES AND DETAILS
07 C-02 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
08 C-03 EXISTING SITE CONDITIONS
09 C-04 EROSION AND SEDIMENT CONTROL PLAN
10 C-05 LAYOUT PLAN
11 C-06 UTILITY PLAN
12 C-07 GRADING PLAN
13 C-08 UTILITY PROFILES
14 C-09 PRE AND POST LAND COVER AREAS
15 C-10 STORMWATER COMPLIANCE
16 C-11 UTILITY DETAILS
17 A-01 LIFE SAFETY PLAN
18 A-02 FINISHED FLOOR PLAN AND DETAILS
19 S-01 STRUCTURAL GENERAL NOTES
20 S-02 DIRTY BACKWASH BASIN - PLAN AND SECTION
21 S-03 TREATMENT BUILDING - PLAN
22 S-04 TREATMENT BUILDING - SECTIONS
23 S-05 TREATMENT BUILDING - DETAILS
24 S-06 STANDARD DETAILS
25 PM-01 TREATMENT BUILDING PLAN
26 PM-02 TREATMENT BUILDING SECTIONS
27 PM-03 TREATMENT BUILDING SECTIONS
28 PM-04 TREATMENT BUILDING CHEMICAL ROOM PLAN AND SECTIONS
29 PM-05 TREATMENT BUILDING SECTIONS
30 PM-06 SECTIONS AND DETAILS
31 PM-07 DETAILS
32 PM-08 CHEMICAL FEED SCHEMATICS
33 PM-09 GROUND STORAGE TANK PLAN AND PROFILE DETAILS
34 PM-10 GROUND STORAGE TANK FOUNDATION AND PIPING DETAILS
35 PM-11 GROUND STORAGE TANK OVERFLOW AND LADDER DETAILS
36 PM-12 DIRTY BACKWASH BASIN AND VALVE VAULT - PLANS AND SECTIONS
37 M-01 PLUMBING PLAN AND SECTIONS
38 M-02 PLUMBING DETAILS
39 M-03 HVAC PLAN AND SECTIONS
40 M-04 HVAC DETAILS AND SCHEDULES
41 E-01 ELECTRICAL ABBREVIATIONS, SYMBOLS, AND NOTES
42 E-02 ELECTRICAL SITE PLAN
43 E-03 ELECTRICAL DUCT BANK SECTIONS AND CONDUIT SCHEDULE
44 E-04 WATER TREATMENT BUILDING LIGHTING AND RECEPTACLE PLAN
45 E-05 WATER TREATMENT BUILDING POWER PLAN
46 E-06 WATER TREATMENT BUILDING HVAC ELECTRICAL PLAN
47 E-07 PRESSURE FILTER WIRING DETAILS
48 E-08 DIRTY BACKWASH BASIN ELECTRICAL PLAN AND DETAILS
49 E-09 GROUND STORAGE TANK ELECTRICAL PLAN
50 E-10 MCC-LF ELEVATION
51 E-11 MCC-LF ONE-LINE DIAGRAM
52 E-12 MCC-LF CONTROL WIRING DIAGRAMS
53 E-13 MCC-LF CONTROL WIRING DIAGRAMS
53A ES-01 ELECTRICAL SITE LIGHTING PLAN
54 PCS-01 PCS ABBREVIATIONS, SYMBOLS, AND LEGEND
55 PCS-02 PLC SYSTEM ARCHITECTURE
56 PCS-03 WTF CONTROL PANEL
57 PCS-04 WTF CONTROL PANEL WIRING DIAGRAM
58 PCS-05 WTF CONTROL PANEL WIRING DIAGRAM
59 PCS-06 WTF CONTROL PANEL WIRING DIAGRAM
60 PCS-07 WTF CONTROL PANEL WIRING DIAGRAM OJGSNRSITESTONEWALL JACKSON HWYFRONT ROYAL PIKEFAI
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LAKE
FREDERICK FEATHERBED RDASPHALT PAVEMENT
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION#:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
EDGE OF PAVEMENT
PROPOSED FINISHED GRADE CONTOUR ELEVATION
CLEAR COVER
CENTERLINE
ELEVATION
TYPICAL
EXISTING SITE FEATURESPROPOSED SITE FEATURES
SITE PLAN #34-23
BUILDING RESTRICTION LINE:25' (SEE SHEET C-03)
1.FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL EXPIRES AT FIVE (5) YEARS FROM
THE DATE OF SITE PLAN APPROVAL.
2.THE FREDERICK COUNTY DEPARTMENT OF INSPECTIONS APPROVAL DOES NOT
CONSTITUTE A BUILDING PERMIT. BUILDING PLANS MUST BE SUBMITTED AND APPROVED
PRIOR TO CONSTRUCTION ANY STRUCTURE. FURTHERMORE, THE SITE MUST BE
APPROVED BY INSPECTIONS.
TOTAL ACREAGE:
190000228
1.2383 ACRES
DISTURBED ACREAGE: 0.57 ACRES
FIRM PANEL: 51069C0350E EFFECTIVE DATE: JANUARY 29, 2021
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTION
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ƒResponsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTION
PLANT CAPACITYPROPOSED0.336 MGDSODIUM HYPOCHLORITE FOR OXIDATION AND DISINFECTION12.5 TRADE% LIQUID SOLUTION (125 G/L AS Cl2)NUMBER OF PROP. STORAGE TANKS1VOLUME OF PROP. STORAGE TANK (30 DAY SUPPLY)680 GALAPPLICATION POINT - RAW WATER:NUMBER OF OPERATING METERING PUMPS*1METERING PUMP CAPACITY0.0033-33.3 GAL/HRMAXIMUM DOSE6.82 MG/L as Cl2APPLICATION POINT - FILTER EFFLUENT/GST INFLUENT:NUMBER OF OPERATING METERING PUMPS*1METERING PUMP CAPACITY0.0005-7 GAL/HRMAXIMUM DOSE1.5 MG/L as Cl2*NOT INCLUDING SPAREFLUORIDE FOR ORAL HEALTH4% Sodium Fluoride Solution (Saturator)SATURATOR TANK1SOLUTION TANK1VOLUME OF PROP. TANKS (EACH)55 GALAPPLICATION POINT - FILTER EFFLUENT/GST INFLUENT:NUMBER OF OPERATING METERING PUMPS*1METERING PUMP CAPACITY3.17 GAL/HRMAXIMUM DOSE0.7 MG/L*NOT INCLUDING SPAREResponsive People | Creative Solutions
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
P: 804.782.1903
2100 E. Cary St. Suite 309 | Richmond, VA 23223
LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION LAKE FREDERICK PLANT PROCESS FLOW DIAGRAMNOT TO SCALEDESIGN CRITERIA
Responsive People | Creative Solutions
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
P: 804.782.1903
2100 E. Cary St. Suite 309 | Richmond, VA 23223
LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION HYDRAULIC PROFILEWELL PUMP TO GROUND STORAGE TANKHYDRAULIC PROFILEGROUND STORAGE TANK TO LAKE FREDERICK ELEVATED STORAGE TANKNOTE: THIS HYDRAULIC GRADE LINE REPRESENTS THE OPTION TOREACH THE 890 FEET PRESSURE ZONE.
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTION’
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Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTION3" MIN.
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Responsive People | Creative Solutions
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
P: 804.782.1903
2100 E. Cary St. Suite 309 | Richmond, VA 23223
LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION EXISTING SITE CONDITIONS
C-03
OJG
SNR NOTES:1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETEDSEPTEMBER 29, 2020. BOUNDARY INFORMATION IS BASED ON A FINAL SUBDIVISION PLAT MADEBY FRED KENDALL PRICE, L.S. DATED JULY 29, 2018 RECORDED IN INSTRUMENT NUMBER190000228.2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THEUNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HEDOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATIONAVAILABLE.3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICALDATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS.ABBREVIATIONDEFINITIONDRAINAGE MANHOLEELECTRIC CONTROL BOXFINISHED FLOOR ELEVATIONFIRE HYDRANTGUY ANCHORINVERTMAIL BOXMANHOLEMETAL LIGHT POLEMETAL POSTPOLYVINYLCHLORIDE PIPEREINFORCED CONCRETE PIPESANITARY SEWER VALVETELEPHONE RISER BOXWATER METERWOOD POWER POLEWOOD SIGN POSTWATER VALVEMAPLEOAKCURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTC1222.00'133.75'131.73'N 06°08'07" E34°31'06"68.97'C2144.00'87.64'86.29'N 06°18'39" E34°52'10"45.22'C325.00'38.57'34.86'N 67°56'29" E88°23'29"24.31'C41400.00'111.67'111.64'S 70°08'53" E04°34'12"55.86'C5300.00'18.94'18.93'S 74°14'28" E03°37'00"9.47'BUILDING RESTRICTION LINELEGENDCURVE TABLETOPOGRAPHIC SURVEYOF THE LANDS OFFREDERICK WATER[PIN 87B-1-1-F] INSTRUMENT NUMBER 190000228ANDFREDERICK -WINCHESTER SERVICE AUTHORITY[PIN 87B-1-1-A] INSTRUMENT NUMBER 070009576OPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAEU/G ELECTRIC LINEXXFENCEWU/G WATER LINEU/G SANITARY SEWER FORCE MAINFMTEST BORING1"=20'
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SFCEResponsive People | Creative Solutions
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
P: 804.782.1903
2100 E. Cary St. Suite 309 | Richmond, VA 23223
LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION EROSION AND SEDIMENT CONTROL PLAN
C-04
1"=20'OJG
SNR TREE PROTECTION3.38EROSION AND SEDIMENT CONTROL NARRATIVE:1.THE OWNER, OR THE OWNER'S REPRESENTATIVES, MUST FIRSTOBTAIN A LAND DISTURBANCE PERMIT FROM FREDERICK COUNTYPRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES.2.A PRE-CONSTRUCTION MEETING WITH THE FREDERICK COUNTYE&S INSPECTOR MUST OCCUR PRIOR TO ANY LAND DISTURBANCEON THE SITE. FREDERICK COUNTY REQUIRES MANDATORYNOTIFICATION 48 HOURS PRIOR TO THE COMMENCEMENT OF LANDDISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION.CONTACT FREDERICK COUNTY.3.INSTALL OVERALL TREE PROTECTION TAPE ALONG CLEARINGLIMITS AS SHOWN ON THE PLAN. USE THIS TO DEFINE ADJOININGPROPERTY LIMITS.4.CLEAR AS NEEDED TO INSTALL TEMPORARY WIRE BACK SILTFENCE AND STABILIZE.5.ALL THE CONSTRUCTION VEHICLES LEAVING THE SITE SHALL BECLEANED OF LOOSE DIRT. NO TRACKING OF DIRT ONTO CRAPPIECT AND RACHEL CARSON DRIVE IS ALLOWED. ANY DIRT TRACKEDOFF THE SITE MUST BE IMMEDIATELY SWEPT/SHOVELED UP &RETURNED TO THE SITE.6.ONCE SILT FENCE AND CONSTRUCTION ENTRANCE ARE INSTALLEDAND APPROVED BY THE FREDERICK COUNTY E&S INSPECTORCLEARING AND GRUBBING MAY COMMENCE.7.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BEAPPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADEIS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILSTABILIZATION SHALL BE APPLIED WITH 7 DAYS TO DENUDEDAREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINDORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS.PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THATARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR.8.CONTRACTOR SHALL MAINTAIN POSITIVE FLOW INTO THE SILTFENCE AS GRADING COMMENCES. FILL SLOPES SHALL BECONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION PERMS-7.9.ALL E&S MEASURES SHALL BE INSTALLED AND MAINTAINED PERLATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENTCONTROL MANUAL.10.NO EROSION AND SEDIMENT CONTROL MEASURES CAN BEREMOVED WITHOUT APPROVAL OF THE E&S INSPECTOR FOR THEPROJECT.TEMPORARY SEEDINGPERMANENT SEEDING3.313.32FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER TO THE"VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" THIRD EDITION,1992.XXLODCONSTRUCTIONENTRANCESILT FENCELIMITS OF DISTURBANCE3.023.05CLEARING LIMTISEROSION CONTROL LEGEND:INITIAL EROSION AND SEDIMENT CONTROL PLANFINAL EROSION AND SEDIMENT CONTROL PLAN
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SPIKE 9502N=7061505.207E=11579956.557ELEV.=571.16Responsive People | Creative Solutions
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LAKE FREDERICK
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02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION LAYOUT PLAN
C-05
1"=20'OJG
SNR ASPHALT PAVEMENTSIDEWALK (ABUTTING STRUCTURES) DETAILBOLLARD DETAILNOTE:1. UPON COMPLETION OF PAVING, PROVIDE STRIPING TO PREVENT VEHICLEPARKING IN ACCORDANCE WITH FIRE MARSHAL REQUIREMENTS IN THESE AREAS.SEE FIRE LANE PARKING SIGN AND PAVEMENT MARKINGS ON THIS SHEET.
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LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION UTILITY PLAN
C-06
OJG
SNR
AS SHOWNINSET 'A'SCALE: 1"=5'INSET 'B'SCALE: 1"=5'NOTE:1.SEE SHEET C-11 FOR RESTRAINT DETAILS.2.FDC SHALL BE CONNECTED TO THE 4-INCH DI FIRE LINERISER IN BUILDING. FDC SHALL BE INSTALLED PERVIRGINIA CONSTRUCTION CODE AND VIRGINIASTATEWIDE FIRE PREVENT CODE, LATEST EDITION.3.AREA AROUND FDC AND FIRE HYDRANT SHALL BE KEPTCLEAR OF ANY OBSTRUCTIONS.
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SPIKE 9502N=7061505.207E=11579956.557ELEV.=571.16Responsive People | Creative Solutions
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P: 804.782.1903
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LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION GRADING PLAN
C-07
OJG
SNR
1"=20'SETTLEMENT PLATFORMSCHEDULENO.NORTHINGEASTINGSP-017061272.093311579981.8100SP-027061226.627811579969.1382
6'' DI RAW WATER LINE5505555605655705755805855505555605655705755805856'' DI GST EFFLUENT- HSP INFLUENT WATER LINE555560565570575580585555560565570575580585FILTERED WATER - 6'' DI GST INFLUENT WATER LINE5555605655705755805855555605655705755805856'' DI HSP DISCHARGE LINE5605655705755805855605655705755805854'' DI DRAIN FROM GST5595605655705755805855905595605655705755805855908'' DI DIRTY BACKWASH DISCHARGE LINE5555605655705755805855555605655705755805852.5'' PVC DIRTY BACKWASH BASIN DISCHARGE5555605655705755805855555605655705755805854'' DI FIRE LINE5605655705755805855905605655705755805855904'' DI DRAIN LINE560565570575580585560565570575580585Responsive People | Creative Solutions
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WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION UTILITY PROFILES
C-08
H=1":20'
V=1":5'
OJG
SNRPROPOSED GRADEEXISTING GRADEFILL SECTIONSNOTE:1.SEE SHEET C-11 FOR RESTRAINT DETAILS.
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WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION PRE AND POST LAND COVER AREAS
C-09
OJG
SNR
1"=20'PRE LAND COVER MAPPOST LAND COVER MAP
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTION
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTIONFINISHED WATER FLOW METER VAULT
DN
N A D '83
50' - 0"30' - 0"FE
FE
E
E
BAGGED GRANULAR
SODIUM FLUORIDE
STORAGE/ CONTAINMENT
SODIUM
HYPOCHLORITE
STORAGE AND FEED
ROOM
12'-8" AFF
FE
FE
EXIT PATH OF TRAVEL APPROX 27'
EXIT PATH OF TRAVEL APPROX 27'
E.S.
SODIUM
HYPOCHLORITE
FEED PUMPS SKID
MAIN SODIUM
HYPOCHLORITE STORAGE
TANK
INTERIOR INSULATED WALL
E.S.
15' - 8"
8" CMU WALL (1 HOUR
RATED PER UL U905)
LAKE FREDERICK NEW WATER TREATMENT FACILITY BUILDING
120 CRAPPIE COURT
LAKE FREDERICK, VA 22630
Description of Use: New Water Treatment Facility
The Lake Frederick New Water Treatment Facility Building will contain new process equipment
(pressure filtration system) and two chemical systems, as listed below, to produce potable water
for use in Frederick Water’s distribution system. The building will contain a small laboratory area,
electrical panels, and two control areas as detailed below.
The building will have two Control Areas, adhering to Section 414.2. One that will house the
Sodium Hypochlorite system as detailed below. The second larger area will house the Granular
Sodium Fluoride for use in the fluoride saturation system will be stored in the open as detailed
below. A brief outline of the anticipated quantities and process of these systems is listed below:
Sodium Hypochlorite solution (12-15%) will be stored in an enclosed, ventilated, and
temperature controlled room in the northwest corner of the proposed treatment building.Spill
containment will be provided.A 30-day supply, as required by VDH, of sodium hypochlorite
(NaOCl) solution (30 days = 650 gallons at this plant) will be stored in the tank.Tank size is 850
gallons as it is the next available volume after 550 gallons.
Granular Sodium Fluoride will be stored in 50 pound bags (protected from moisture) for use with
the fluoride saturation system (a dual tank, each ~55 gallons, integrated skid with containment)
that is proposed to be located at the southwest corner of the building.It is proposed to specify
whatever type of exhaust (overhead/wall mount, other) is necessary to filter and discharge dust
(from system sodium fluoride refill) through the roof.Granular sodium fluoride will be added to
the first of two tanks along with water.The solution formed is 4% sodium fluoride.The second
tank will hold only the 4% sodium fluoride solution; feed tanks will pump from the second
tank.The second tank helps to minimize solids clogging issues.Calculations indicate that a total
of approximately 17 –50 pound bags will be required to provide six (6) months of fluoridation to
the treated water.
Construction Type: IIB
Building Area: 1500 gsf
Building Height: Wall height 14 feet; total height to roof apex is 15 feet
Primary Applicable Codes:
Virginia Construction Code / 2018
International Building Code / 2018 (By Reference)
International Fire Code/ 2018
International Mechanical Code/ 2018
CODE SUMMARY
CODE REFERENCE:SUMMARY NOTES
Chapter 3 Use and
Occupancy
307.6 High-hazard Group H-4 Fully Sprinklered
Table 307.1(2) Max. Allow Quantity Per
Control Area of Hazardous Material posing
a Health Hazard = 500 gallons (with
sprinkler = increase by 100% = 1000
gallons)
Corrosive in a Closed System
with sprinkler system in
Control Room= 1000 gallons
max (850 gallons Actual)
Chapter 4 Special Detailed
Occupancies Based on
Use And Occupancy
Section 414 Hazardous Materials; Providing
Control Area for Sodium Hypochlorite
Solution per 414.2
Chapter 5 General Building
Heights and Areas
H-4 Type II B Sprinklered
Allow Height = 75’Actual Height = 15’
Allow # Stories = 4 Actual # Stories = 1
Allow Area = 23,000 SF Actual Area = 1500 SF
Interior walls to meet criteria
as listed in Section 603
Chapter 6 Types of
Construction
Table 601: Type IIB Construction: All building
elements: 0 hour rated
Chapter 10 Means of
Egress
Table 1004.1.2 Max Floor Area Allow per
Occupant: Industrial areas = 100 sf/ occupant =
12 occupants max
1006.2 Egress from spaces: only one Exit
Doorway required; 2 exit doorways provided
Section 603 Combustible Material in Types I
and II Construction
Two control areas in the
building divided by a 1 hour
fire resistance rated wall per
Table 414.2.2
FE
FIRE EXTINGUISHER
E EXIT
E.S.EMERGENCY
EYEWASH/SHOWER
1 HOUR RATED WALL
LEGEND
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:25:56 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option3A - Arch 2020.rvtDWAJSJK02/17/2023A-01LIFE SAFETY PLANSCALE: 3/8" = 1'-0"
LIFE SAFETY PLAN
NOTE:
1. FINAL LIFE SAFETY DESIGN INCLUDING EXTERIOR AND INTERIOR CONSTRUCTION AND
FINISHES TO BE VERIFIED BY BUILDING MANUFACTURER AND SUBMITTED IN SIGNED AND
SEALED SHOP DRAWINGS TO AUTHORITY HAVING JURISDICTION FOR FINAL APPROVAL.
MOBILE WORKBENCH 48"x30"
(BY GLOBAL INDUSTRIAL
ITEM #T9F183149A OR
APPROVED EQUAL)
N A D '83
1
3
4
2
5
8" CMU WALL (1 HOUR RATED PER UL U905)2' - 0"2' - 6"2' - 0"2' - 0"2' - 0"
A-021
2
50' - 0"30' - 0"3' - 4"3' - 1"12' - 0"2' - 3"2' - 5"8' - 0"7' - 0"3' - 4"9' - 3"15' - 8"3' - 4"1' - 2"14' - 0"NOTCH FOR VERTICAL VENT PIPE
FINISHED FLOOR
574.25'
30"
BASE
SINK BASE
DRAWERS
24"24"24"
PROVIDE CORNER
BLIND CABINET
FINISHED FLOOR
574.25'
UNDER COUNTER
REF. BY OTHERS
(PROVIDE END
PANEL)
24"
BASE
24" 24"
PROVIDE CORNER
BLIND CABINET
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:26:04 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option3A - Arch 2020.rvtDWAJSJK02/17/2023A-02FINISHED FLOOR PLAN AND DETAILSSCALE: 3/8" = 1'-0"
FINISHED FLOOR PLAN
SCALE: 3/8" = 1'-0"A-02
1 CASEWORK -NORTH
SCALE: 3/8" = 1'-0"A-02
2 CASEWORK -WEST
NOTES:
1. THIS DRAWING IS INDICATION INTERIOR WALLS, DOOR OPENINGS, CASEWORK
ONLY. BUILDING SHELL IS A PRE-ENGINEERED PRE-CAST CONCRETE BUILDING
AND IS ENGINEERED AND DESIGNED BY BUILDING MANUFACTURER. FINAL DESIGN
SHALL BE SUBMITTED PER SIGNED AND SEALED SHOP DRAWINGS FROM
BUILDING MANUFACTURER. SEE SPECIFICATION 13120 FOR ADDITIONAL
REQUIREMENTS.
2. DO NOT SCALE DRAWINGS.
3. SEE PM SHEETS FOR ADDITIONAL INFORMATION.
DOOR SCHEDULE
DOOR
NO.
DOOR FRAME HARDWARE FIRE
RATING REMARKSWIDTH HEIGHT THICKNESS MATERIAL MATERIAL
1 3'-0" 7'-0" 1-3/4" FRP FRP HW-3
2 3'-0" 7'-0" 1-3/4" FRP FRP HW-3
3 3'-0" 7'-0" 1-3/4" FRP FRP HW-3 45 MINUTES
4 8'-0" 12'-0" ALUMINUM - HW-1 OVERHEAD ROLLING DOOR
5 12'-0" 12'-0" ALUMINUM - HW-1 OVERHEAD ROLLING DOOR
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“”
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1
S-03
SECTION 1
SECTION 3 - BEAM B-1 SECTION AT HATCH SECTION 4 - SLAB SECTION AT HATCH
SECTION 2
3
S-03
4
S-03
2
S-03
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S-06
1
S-06
TREATMENT BUILDING - PLAN
3
S-06
4
S-06
5
S-06
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTIONTREATMENT BUILDING - SECTIONSS-04AS NOTED_________SECTION 1
SECTION 2
SECTION 3
SECTION 4 SECTION 5
MASONRY WALL DETAIL
TYPICAL FLOOR SLAB RECESS DETAIL
TYPICAL LINTEL DETAIL
TYPICAL CMU CORNER REINFORCING DETAIL
TYPICAL LADDER REINFORCING SPLICE DETAIL
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTIONTREATMENT BUILDING - DETAILSS-05N.T.S._________
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTIONSTANDARD DETAILSS-06AS NOTED_________TYPICAL MASONRY WALL OPENING DETAIL
CORNER REINFORCING DETAIL
TYPICAL ADDITIONAL REINFORCING BAR DETAILS
EQUIPMENT PAD DETAIL
CONSTRUCTION JOINT
SEALANT DETAIL
SLAB EXPANSION JOINT DETAIL
1
PM-02
1
PM-03
1
PM-04
1
PM-05
HIGH SERVICE
PUMP (TYP OF 2)
FLUORIDE
SATURATION AND
FEED SKID
WATER
SOFTENER
PM-04
1A
2
PM-03
2
PM-04
3
PM-04
SODIUM HYPOCHLORITE
STORAGE AND FEED
ROOM
N A D '83
BAGGED GRANULAR SODIUM
FLUORIDE STORAGE
6"ø, INF
6"ø, RW 8' - 3"6' - 0"
4' - 9"5' - 2"MOBILE
WORK
BENCH
3' - 10 1/2"
FILTER CONTROL
PANEL
1
PM-06FILL STATION
AND DRIP
BASIN, SEE
DETAIL
CHEMICAL VENT, SEE DETAIL
55 GALLON
OVERFLOW
DRUM
11"
2' - 6"3' - 9"1' - 2"1' - 5"1' - 3"5' - 8"9"
6' - 8 1/2"1' - 7 1/2"3 1/2"1' - 10"32
1
5
4 (BELOW)
6" ARV
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:24:07 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option 3A - Mech 2020.rvtDTAJSJK02/17/2023PM-01TREATMENT BUILDING PLANSCALE: 1/2" = 1'-0"
FINISHED FLOOR
4'2'1'0 6"
SCALE: 1/2" = 1'-0"
GRAPHICS SCALE:
WATER SAMPLE TAP LOCATIONS
NO. DESCRIPTION
1 RAW WATER SAMPLE TAP
2 POST OXIDANT INJECTION WATER SAMPLE TAP
3 POST FILTRATION WATER SAMPLE TAP
4 POST SECONDARY DISSINFECTION INJECTION WATER SAMPLE TAP
5 FINISHED WATER SAMPLE TAP
NOTE:
1. ALL SAMPLE TAPS TO BE SMOOTH NOSED HOSE BIBBS.
EMERGENCY
EYEWASH/
SHOWER
6" RAW WATER INFLUENT
CL EL 582.19'
CL EL 578.69'
CL EL 577.67'
CL EL 576.17'
FF EL 572.50'
PM-07
6
PM-07
2
PM-06
2
6"
9"
PRESSURE
FILTER
(BY OTHERS)
4' - 9"
11' - 5"
PM-07
4
PM-07
7
3
4
2
6" ARV
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:24:10 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option 3A - Mech 2020.rvtDTAJSJK02/17/2023PM-02TREATMENT BUILDING SECTIONSSECTION
SCALE: 1/2" = 1'-0"PM-01
1
4'2'1'0 6"
SCALE: 1/2" = 1'-0"
GRAPHICS SCALE:
WATER SAMPLE TAP LOCATIONS
NO. DESCRIPTION
1 RAW WATER SAMPLE TAP
2 POST OXIDANT INJECTION WATER SAMPLE TAP
3 POST FILTRATION WATER SAMPLE TAP
4 POST SECONDARY DISSINFECTION INJECTION WATER SAMPLE TAP
5 FINISHED WATER SAMPLE TAP
WATER SOFTENER TANK (TYP OF 2)
BRINE
TANK
HIGH SERVICE PUMP
(BEHIND FILTER
CONTROL PANEL,
TYP OF 2)
FF EL 574.25'6' - 10"BAGGED GRANULAR SODIUM
FLUORIDE STORAGE MOBILE
WORK
BENCH
FLUORIDE
SATURATION
SKID 5
BRINE
TANK
WATER
SOFTENER
TANK
FLUORIDE
SATURATION SKID
BAGGED GRANULAR SODIUM
FLUORIDE STORAGE
FF EL 574.25'8' - 6"1' - 10"P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:24:12 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option 3A - Mech 2020.rvtDTAJSJK02/17/2023PM-03TREATMENT BUILDING SECTIONSSECTION
SCALE: 1/2" = 1'-0"PM-01
1 SECTION
SCALE: 3/4" = 1'-0"PM-01
2
4'2'1'0 6"
SCALE: 1/2" = 1'-0"
GRAPHICS SCALE:
3'2'1'0 6"
SCALE: 3/4" = 1'-0"
GRAPHICS SCALE:WATER SAMPLE TAP LOCATIONS
NO. DESCRIPTION
1 RAW WATER SAMPLE TAP
2 POST OXIDANT INJECTION WATER SAMPLE TAP
3 POST FILTRATION WATER SAMPLE TAP
4 POST SECONDARY DISSINFECTION INJECTION WATER SAMPLE TAP
5 FINISHED WATER SAMPLE TAP
1
PM-02
1
PM-04
1
PM-05
BURIED 6"
RAW WATER
INFLUENT
OPENING
6" CONC PAD
6" BFV
EMERGENCY
EYEWASH/
SHOWER
2
PM-04
3
PM-04
DUAL PUMP CHEMICAL
FEED SKID SYSTEM
55 GAL DRUM
N A D '8 3
4' - 0"1' - 2"1' - 5"
8' - 0"1' - 11"850 GALLON
TANK
1' - 3"ARV AT
HIGH POINT
2" TANK FILL
4" TANK VENT
1
FF EL 572.50'
FF EL 574.25'
PM-07
1
2' - 0"6"
6"9' - 7 1/2"
CL EL 585.65'
CL EL 586.65'
PM-06
2
9"
CL EL 585.25'
850 GALLON
TANK
FF EL 572.50'
FF EL 574.25'
CAPPED FOR FUTURE
FILL CONNECTION
55 GALLON
OVERFLOW
DRUM
CL EL 587.25'
CL EL 586.65'
TANK VENT
TANK FILL
TANK OVERFLOW
55 GALLON
DRUM
6" RAW WATER
INFLUENT
CHEMICAL FEED
SYSTEM SKID
850 GALLON
TANK
CL EL 585.25'
FF EL 574.25'
FF EL 572.50'
4' - 7"
9"4' - 1 1/2"6' - 6"
7 1/2"
CL EL 585.65'
CL EL 587.25'
CL EL 586.65'
CL EL 580.67'
EMERGENCY
SHOWER/
EYEWASH
FLOW METER
TANK OVERFLOW
TANK VENT
TANK FILL
PM-07
5
1
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:24:15 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option 3A - Mech 2020.rvtDTAJSJK02/17/2023PM-04TREATMENT BUILDING CHEMICAL ROOMPLAN AND SECTIONSSCALE: 1/2" = 1'-0"
CHEMICAL ROOM -PLAN
SECTION
SCALE: 1/2" = 1'-0"PM-01
1
SECTION
SCALE: 1/2" = 1'-0"PM-01
2 SECTION
SCALE: 1/2" = 1'-0"PM-01
34'2'1'0 6"
SCALE: 1/2" = 1'-0"
GRAPHICS SCALE:
WATER SAMPLE TAP LOCATIONS
NO. DESCRIPTION
1 RAW WATER SAMPLE TAP
2 POST OXIDANT INJECTION WATER SAMPLE TAP
3 POST FILTRATION WATER SAMPLE TAP
4 POST SECONDARY DISSINFECTION INJECTION WATER SAMPLE TAP
5 FINISHED WATER SAMPLE TAP
WATER SOFTENER TANK (TYP OF 2)
BRINE
TANK
HIGH SERVICE PUMP
(BEHIND FILTER
CONTROL PANEL,
TYP OF 2)
BAGGED GRANULAR SODIUM
FLUORIDE STORAGE MOBILE
WORK
BENCH
FLUOFIDE
SATURATION
SKID 55 GALLON
DRUM
TANK OVERFLOW
TANK VENT
TANK FILL
EMERGENCY
SHOWER/
EYEWASH
1
5
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:24:17 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option 3A - Mech 2020.rvtDTAJSJK02/17/2023PM-05TREATMENT BUILDING SECTIONSSECTION
SCALE: 1/2" = 1'-0"PM-01
1
WATER SAMPLE TAP LOCATIONS
NO. DESCRIPTION
1 RAW WATER SAMPLE TAP
2 POST OXIDANT INJECTION WATER SAMPLE TAP
3 POST FILTRATION WATER SAMPLE TAP
4 POST SECONDARY DISSINFECTION INJECTION WATER SAMPLE TAP
5 FINISHED WATER SAMPLE TAP
4'2'1'0 6"
SCALE: 1/2" = 1'-0"
GRAPHICS SCALE:
6"2' - 0"6"
1' - 0"1' - 0"1' - 0"1' - 9"2' - 6"DRIP BASIN
STRUCTURE
BALL VALVE WITH
VENT HOLE IN BALL
THREADED UNION
1" NIPPLE
6"8 1/2"1
PM-06
1' - 3"1' - 3"
6"
THREADED FEMAILE PP C&G FITTING 1' - 0"6" ALL AROUND
DRIP RING AROUND PIPE TO PREVENT
LIQUID FROM REACHING WALL
FILL PIPE (TYP)
2
PM-06
NOTES:
1. DRILL (8) EQUIDISTANT 1/8" DIA HOLES ON THE FRONT FACE OF ALL FILL
STATION PLUGS, ALONG THE PERIMETER EDGE.
2. COAT TOP OF CONCRETE CURB AND INTERIOR OF BASIN WITH THE SAME
COATING USED IN THE SECONDARY CONTAINMENT AREA WITHIN CHEMICAL
ROOM.
3. PAINT EXTERIOR SURFACES OF FILL PIPES AND FITTINGS ACCORDING TO
CHEMICAL COLOR CODING.3' - 0"1/2"
DRIP RING AROUND PIPE TO PREVENT DRIP
LIQUID FROM REACHING WALL
THREADED FEMALE PP C&G FITTING
PERFORATED PP C&G PLUG, SEE NOTE 1
6"1' - 3"1' - 2"CAST IN PLACE CONCRETE
(4,000 PSI STRENGTH)
1" (PVC), INVERT HEIGHT TO
ALLOW FULL BASIN DRAINAGE
6" ALL AROUND
1' - 9"DRIP BASIN
STRUCTURE
BALL VALVE (NO)
BALL VALVE (NC)
Y-STRAINER
SWING CHECK VALVE
UNION
2' - 6"VERTICAL PIPE SUPPORT (TYP), SEE DETAIL
6"#4@6" (TYP)
EQEQ
JOINT SEALANT
BACK UP
MATERIAL
PRECAST BUILDING
JOINT
FILLER
1/2"4"3
PM-06
NOTES:
1. THE VENT AND INSECT SCREEN SHALL BE MADE OF PE OR PVC.
2. THE INSECT SCREEN SHALL HAVE OPENINGS SIZED BTW 1/8" TO
1/4". EACH INDIVIDUAL SCREEN SHALL HAVE A FREE AREA OF AT
LEAST 60% OF THE AREA OF THE PIPE.
MAIN VENT PIPE
2"2"
INSECT SCREEN SHALL BE
SHIELDED AND ARRANGED TO
PREVENT POSSIBILITY OF
ICICLE FORMATION ON SCREEN
SOLVENT WELD 90 DEG BEND
PROVIDE UV RESISTANT
COATING ON PLASTIC SURFACES
EXPOSED TO SUNLIGHT 2 5/8" DIA 316 STAINLESS
STEEL ANCHOR BOLTS EACH
CLAMP
ANCHOR: ATTACH STRAP TO PIPE.
GUIDE: FINGER TIGHTEN BOLTS.
WALL
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:24:18 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option 3A - Mech 2020.rvtDTAJSJK02/17/2023PM-06SECTIONS AND DETAILSSECTION
SCALE: 1 1/2" = 1'-0"PM-01
1
SCALE: 1 1/2" = 1'-0"
FILL STATION PLAN
SECTION
SCALE: 1 1/2" = 1'-0"PM-02
2
SCALE: 1 1/2" = 1'-0"
CHEMICAL VENT TO OUTSIDE SECTION
SCALE: 1 1/2" = 1'-0"PM-06
3
NOT TO SCALE
VERTICAL PIPE SUPPORT DETAIL
S.S. "U" BOLT AND NUTS. WHEN USED WITH
PVC OR FRP PIPE, PROVIDE STEEL SHIELD
AROUND PIPE AT "U" BOLT WITH LOOSE FIT
HEAVY WELDED S.S. BRACKET
(GRINELL FIG. 199)
HEAVY WELDED STAINLESS
STEEL BRACKET
BOLTS -SS WITH CHEMICAL
CONCRETE ANCHOR, TYPICAL
3/4" COLD WATER SUPPLY
TEMPERING VALVE
EMERGENCY
EYEWASH
3/4" HOT WATER SUPPLY
WALL
1" WATER SUPPLY
FREEZE PROOF
SHOWER VALVE
EMERGENCY
SHOWER
FLAG HANDLE
PLAN
EMERGENCY
SHOWER
PULL HANDLE
3/4" HOT WATER SUPPLY
3/4" COLD WATER SUPPLY
1" WATER SUPPLY
WALL
TEMPERING VALVE
EMERGENCY
EYEWASH
FREEZE PROOF
SHOWER VALVE
1 1/4" IPS DRAIN
FINISHED FLOOR
ELEVATION
ANCHOR BOLT (TYP), SEE NOTE 2
3/4" CHAMFER (TYP)
#4 AT 12" OC, 1" CL
(LAP OPTIONAL) PAD HEIGHT AS
REQUIRED, 4" MIN,
2'-0" MAX, SEE NOTE 4
ROUGHEN CONCRETE
FLOOR, SEE NOTE 5
4" MINIMUM
EMBEDMENT WITH HILTI
RE 500, OR APPROVED
EQUAL (TYP)
NOTES:
1. THE MINIMUM PAD SIZE SHALL BE AS INDICATED OR AS DETERMINED BY THE
EQUIPMENT MANUFACTURER.
2. WHEN ANCHOR BOLTS ARE REQUIRED, THE SIZE, NUMBER, TYPE, LOCATION AND
THE THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINED BY
THE EQUIPMENT MANUFACTURER. HOLD CONCRETE ANCHOR BOLTS IN POSITION
WITH A TEMPLATE WHILE PAD IS BEING PLACED.
3. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS NOTED OTHERWISE ON THE
PLANS.
4. FOR EQUIPMENT PADS WITH HEIGHT GREATER THAN XX", THE CONTRACTOR SHALL
DESIGN AND SUBMIT A DETAIL TO THE ENGINEER FOR APPROVAL.
5. SURFACE OF CONCRETE SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 1/4"AND
SCRUBBED WITH A COARSE WIRE BRUSH TO REMOVE ALL LAITANCE AND TO
PROVIDE A ROUGHENED SURFACE FOR BONDING NEW CONCRETE TO EXISTING
CONCRETE. APPLY BONDING ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. EPOXY BONDING ADHESIVE SHALL BE "SIKADUR 32, HI-MOD",
OR APPROVED EQUAL.
6. EQUIPMENT PADS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL.
SHOP DRAWINGS SHALL INCLUDE PAD DIMENSIONS AND REBAR DETAILS.
SEE PLANS FOR
SLAB THICKNESS
CRADLE DIA. TO MATCH
FITTING FLANGE OD AS
REQUIRED
STAINLESS STEEL
THREADED NUT (WELD
TO COUPLING)
SCH. 40 STAINLESS STEEL
EXTENSION PIPE TO CUT
TO SUIT THREAD BOTH
ENDS (16"-3", 24"-4")
STAINLESS STEEL
THREADED COUPLING
(WELD TO PLATE)
NON-SHRINK
GROUT, SEE NOTE 3
TACK WELD AT TWO
PLACES ONCE ADJUSTED
(TYP. TOP AND BOTTOM)
COVER ALL EXPOSED
PIPE THREADS W/
WELD AFTER
ADJUSTING SUPPORT
8" x 8" x 1/2"
STAINLESS STEEL
BASE PLATE (WELD)
THREADED STUD
(16" -1 1/2" x 6", 24"-2" x 6")
PIPES UNDER 36" DIAMETER
NOTE:
1. PROVIDE STANDON MODEL S89 OR APPROVED EQUAL.
2. DIMENSIONS AND SIZE OF COMPONENTS PER
MANUFACTURER'S RECOMMENDATIONS.
3. PROVIDE MINIMUM OF 1" NON-SHRINK GROUT FOR LEVELING.
MAXIMUM AMOUNT OF GROUT FOR LEVELING SHALL BE 2.5".
GROUT SHALL BE FORMED AS A PAD AS DEPICTED.
NOTES:
1. THIS SLEEVE IS TO BE USED BETWEEN DRY SPACES, ABOVE GRADE ONLY.
POLYURETHANE SEALANT
FINISHED FLOOR
1/4" PLATE WALL
FLANGE, MATERIAL
SAME AS SLEEVE
PIPE SLEEVE, 1/4" THICK
MIN. STEEL PIPE THRU FLOOR
3" TYP
1 "
1"
CLEARANCE
FOUR (4) -1/2" DIA EXPANSION
ANCHORS. 4" MIN. EMBEDMENT,
DO NOT DAMAGE REINFORCING
STEEL IN CONCRETE SLAB
UNDERSIDE OF
FLOOR SLAB
WELDED STEEL ROD
ATTACHMENT
ADJUSTABLE
CLEVIS HANGER
PIPE (SIZE
REFERENCED
IN DRAWINGS)
3/4" DIA. HANGER ROD
PL 1/2" x 10" x 10"
NOTES:
1. CONTRACTOR TO VERIFY DIMENSIONS IN FIELD AND
FURNISH THRUST PIPE WITHOUT SPACERS.
2. THRUST PIPE SUPPORTS INSTALLED FOR FLOOR
MOUNTING SHALL HAVE A NON-SHRINK GROUT
HOUSEKEEPING PAD SIMILAR TO PIPE CRADLE SUPPORT
DETAIL THIS SHEET.SEE NOTEVARIES3/16"
PLATE TO MATCH
FITTING BOLT
PATTERN (TYP. EACH
END)
STAINLESS
STEEL PIPE
WALL OR
FLOOR, SEE
NOTE 2
90 DEG
BASE BEND
FLxFL
PROVIDE AT LEAST FOUR
5/8" DIA. CONCRETE
EXPANSION ANCHORS
WITH MIN. LENGTH 4-3/4"
3/16"P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:24:18 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option 3A - Mech 2020.rvtDTAJSJK02/17/2023PM-07DETAILSSCALE: 1 1/2" = 1'-0"PM-04
1 PIPE BRACKET DETAIL
SCALE: 3/4" = 1'-0"PM-02
2 EMERGENCY SHOWER EYE WASH SCHEMATIC
NOT TO SCALE
EQUIPMENT PAD DETAIL
SCALE: 12" = 1'-0"PM-02
4 FLANGE PIPE CRADLE SUPPORT DETAIL
SCALE: 12" = 1'-0"PM-04
5 FLOOR SLEEVED PIPE OPENING DETAIL
SCALE: 12" = 1'-0"PM-02
6 PIPE HANGER
SCALE: 1" = 1'-0"PM-02
7 THRUST PIPE SUPPORT DETAIL
Responsive People | Creative Solutions
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
P: 804.782.1903
2100 E. Cary St. Suite 309 | Richmond, VA 23223
LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION
Scale: 1/2" = 1'-0"
TANK ELEVATION VIEW2
19'-318"
24"Ø MANWAY
GRAVITY VENT
LADDER WITH
SAFETY CLIMB AND
UPPER PLATFORM
SAFETY CLIMB SYSTEM W/ ANTI-SLIP TAPE
GRAVITY VENT
HWL=591.00'
OVERFLOW ELEV.=592.50'12" (FREEBOARD)
53,750 GALLON STEEL
STORAGE TANK
22.38'Ø x 19.26' H
FLOOR ELEV: 574.25'
8'-0"
8" SCH80 PVC
OVERFLOW PIPE
(SEE OVERFLOW DETAIL
1, SHEET PM-11)
24"Ø ROOF ACCESS MANWAY
(SEE PLAN VIEW FOR ACTUAL ORIENTATION)
6" S.S. FLANGE
(RADAR LEVEL
TRANSMITTER)
ELECTRICAL CONDUIT FOR RADIO
LEVEL TRANSMITTER POWER CORD
PIPE SUPPORT
BRACKET PER THE
MANUFACTURER'S
RECOMMENDATIONS
12'-0"
2'-0"
STAINLESS STEEL PIPE
SUPPORT BRACKET
COORDINATE
INSTALLATION WITH
TANK MANUFACTURER
TOP OF RINGWALL
FLOOR LEVEL
CONCRETE
PAD
FLOW SWITCH TO BE INSTALLED
AT OVERFLOW ELEV. TO PROVIDE
SIGNAL TO SCADA WHEN
OVERFLOW OCCURS
ROOF MANWAY
Scale: 1/2" = 1'-0"
TANK PLAN VIEW1
GRAVITY VENT
8" OVERFLOW
6" S.S. FLANGED PORT
(RADAR LEVEL TRANSMITTER HOUSING)
24" ROUND
ACCESS
SAFETY CLIMB
SYSTEM W/
ANTI-SLIP TAPE
LADDER/ PLATFORM
ASSEMBLY
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTIONGENERAL NOTES:
1.TANK SPECIFICATIONS:
FUSED GLASS COATED BOLTED STEEL TANK & ACCESSORIES SHALL MEET
REQUIREMENTS OF A.W.W.A. DI03 SPECIFICATIONS.
2.TANK SHALL CONTAIN A MINIMUM OF 53,750 GALLONS WHEN MEASURED TO THE
OVERFLOW ELEVATION.
3.TANK HEIGHT AND DIAMETER MAY VARY SLIGHTLY IN ACCORDANCE WITH TANK
MANUFACTURER STANDARD DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY CHANGES REQUIRED TO MEET A PARTICULAR TANK DIMENSION. OVERFLOW
ELEVATION SHALL BE MAINTAINED.
4.ACCESSORIES TO BE LOCATED AS SHOWN ON THE SITE PLAN OR AS DIRECTED BY THE
ENGINEER. BEFORE CONSTRUCTING ACCESSORIES, OBTAIN WRITTEN CONFIRMATION
OF LOCATION FROM ENGINEER.
5.DETAILS SHOWN ARE MINIMUM REQUIREMENTS. FINAL DESIGN SHALL MEET AWWA
CODE AND MANUFACTURERS REQUIREMENTS.
6.FOUNDATION TO BE DESIGNED BY TANK SUPPLIER.
7.SUBMITTAL DRAWINGS AND CALCULATIONS TO BE STAMPED/SIGNED BY A VIRGINIA PE.
Scale: 1/2" = 1'-0"
FOUNDATION - PLAN VIEW1
Scale: 1/2" = 1'-0"
FOUNDATION - SECTION2
4'-612"
LEVELING ASSEMBLIES
OUTER FND BOLT CHORD
OUTER
TIE-BAR
CHORD
X'-X"
12"
X'-X"
MAT REBAR
Ø22'-49 16"
TANK SHELL
DIAMETER
R9'-25 16"
R9'-25 16"
2'-0"
2'-0"
6" D.I. CONCRETE ENCASED
SUCTION LINE
SEE DETAIL 3, THIS SHEET
6" D.I. CONCRETE ENCASED
INLET PIPE
SEE DETAIL 4, THIS SHEET
2'-0"
R9'-25 16"
4" D.I.
DRAIN PIPE
2'-0"
TO TANK WALL
R11'-27 25"
TANK WALL
R11'-27 25"
C/L OF PIPE
1'-0" MINIMUM
CONCRETE
EMBEDMENT
75 8" MINIMUM
CONCRETE
EMBEDMENT
6"
6" D.I. 90° BEND WITH
RESTRAINED GLANDS
WATERSTOPS
6" D.I. PIPE
FOUNDATION SHEET
Scale: 3/4" = 1'-0"
EFLUENT LINE - SECTION3
SOLID CMU BLOCKS
TO WATER
TREATMENT PLANT
HIGH SERVICE PUMPS
6"
2'-0"
TO TANK WALL
R11'-27 25"
TANK WALL
11'-27 25"
C/L OF PIPE
1'-0" MINIMUM
CONCRETE
EMBEDMENT
75 8" MINIMUM
CONCRETE
EMBEDMENT
6"
6" D.I. 90° BEND WITH
RESTRAINED GLANDS
WATERSTOPS
6" D.I. PIPE
FOUNDATION SHEET
Scale: 3/4" = 1'-0"
INLET PIPES - SECTION4
SOLID CMU BLOCKS
12' Long Flanged 6"DIP
FROM WATER
TREATMENT PLANT
FILTER
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTION
BRACKET
BRACKET
8" SCH80 VAN STONE FLG.
STAINLESS STEEL
TOP 90° BEND
STAINLESS STEEL
INTERNAL FUNNEL
12" FREEBOARD
18'-318"
MAX. WATER
LEVEL
8" SCH80 45° BEND
19'-318"
SIDEWALL HEIGHT
3/4" = 1'-0"
OVERFLOW DETAIL1
1'-0"
12"
4"
8" FLAP VALVE WITH 24
MESH S.S. SCREEN
8"Ø PIPE
8" SCH80 PVC
OVERFLOW PIPE
CONCRETE PAD
8'-0"
8"Ø PIPE
SAFETY CLIMB DEVICE
HORIZONTAL BOLT SEAMS
UPPER OBSERVATION
PLATFORM
RING 1RING 2RING 3RING 4EMBEDDED FND. RING
3/4" = 1'-0"
LADDER DETAIL2
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTION
Responsive People | Creative SolutionsEngineers | Construction Managers | Planners | Scientistswww.rkk.comP: 804.782.19032100 E. Cary St. Suite 309 | Richmond, VA 23223LAKE FREDERICKWATER TREATMENT FACILITY02/17/2023100%SUBMITTALNOT FORCONSTR-UCTIONDIRTY BACKWASH BASIN ANDVALVE VAULT - PLANS AND SECTIONPM-12AS NOTEDJABMSMSDIRTY BACKWASH BASIN - TOP PLAN
1
PM-12
DIRTY BACKWASH BASIN - BOTTOM PLAN
SECTION 1
1
PM-12
SUBMERSIBLE PUMP
8" CISP DIRTY
BACKWASH DRAIN,
INV. EL. 568.10℄
SUBMERSIBLE
PUMP (TYP OF 2)
2.5" PVC PIPE (TYP)
2.5" PVC TEE
2.5" PVC BEND
2.5" PVC PIPE
2.5" PVC BEND
2.5" PVC BEND
3'-0" x 3'-6" H20 ACCESS
HATCH (TYP OF 3)
2.5" TRUE UNION CV
2.5" TRUE UNION
BALL VALVE
ADJUSTABLE
PIPE SUPPORT
3'-0" X 3'-6" H20
ACCESS HATCH
2.5" TRUE UNION
CV (TYP OF 2)
2.5" TRUE UNION BALL
VALVE (TYP OF 2)
LADDER
PRECAST CONCRETE VALVE
VAULT (5'-0" X 6'-0" INSIDE
DIMENSIONS), SEE NOTE 2
PRECAST CONCRETE VALVE
VAULT (5'-0" X 6'-0" INSIDE
DIMENSIONS), SEE NOTE 2
PRECAST CONCRETE VALVE
VAULT (5'-0" X 6'-0" INSIDE
DIMENSIONS), SEE NOTE 2
2.5" PVC PIPE
2.5" PVC PIPE (TYP)
DIRTY BACKWASH VALVE VAULT - BOTTOM PLAN
DIRTY BACKWASH VALVE VAULT - TOP PLAN
SECTION 2
℄
NOTES:
1.SEE UTILITY PLAN C-06 FOR CONTINUATION. CONTRACTOR SHALL
MATCH EXISTING 10" FORCE MAIN ELEVATION AND MAINTAIN 4'-0"
MINIMUM DEPTH AT STRUCTURES. CONTRACTOR SHALL USE FITTINGS
AS NECESSARY TO MAKE FINAL CONNECTION.
2.SEE UTILITY PLAN C-06 FOR LOCATION OF DIRTY BACKWASH VALVE
VAULT.
2.5" PVC BEND
8" CISP DIRTY
BACKWASH DRAIN,
INV. EL. 568.10
8" TEE
8" TEE
8" WATER TANK
DRAIN/OVERFLOW
8" WATER TANK
DRAIN/OVERFLOW
3'-0" x 3'-6" H20 ACCESS
HATCH (TYP OF 3)
LADDER
LADDER
LADDER
2
PM-12
2
PM-12
3'-0" X 3'-6" H20
ACCESS HATCH
1M-01NAD '832M-01M-021SEE SCHEMATIC ON DWG. M28" CISP TO DIRTY BACKWASH BASIN, SEE SITE PLAN FOR CONTINUATION4" DI FIRE, SEE SITE PLAN FOR CONTINUATION2" DOMESTIC WATER, SEE SITE PLAN FOR CONTINUATION4" FLOOR DRAIN (TYP OF 6)4" CISP SANITARY TEE (TYP)8" X 4" RED (TYP)8" X 8" TEE8" X 4" TEE (TYP OF 2)4" CLEANOUT4" CISP1-1/2" CISP1-1/2" CISP2" CISP VENT, 12" MIN THRU ROOF4" CISP, SLOPE 1/4" PER FOOT (TYP)3M-014" CISP WYEB/SUMP572' -0"CHEMICAL ROOM FF572' -6"FINISHED FLOOR574' -3"8" CISP TO DIRTY BACKWASH BASIN, SEE SITE PLAN FOR CONTINUATION4" FLOOR DRAIN4" P-TRAP (TYP)8" SANITARY TEE8" X 4" RED8" X 4" SANITARY TEE (TYP OF 2)4" X 4" SANITARY TEE (TYP OF 2)4" X 4" WYE4" 45° BEND1-1/2" P-TRAPREDUCER1-1/2" 90° BEND (TYP)4" CISP, SLOPE 1/4" PER FOOT (TYP)8" CISP, SLOPE 1/4" PER FOOT (TYP)1-1/2" P-TRAPCHEMICAL ROOM FF572' -6"FINISHED FLOOR574' -3"2" CISP VENT, 12" MIN THRU ROOF2" 90° BEND2" DOMESTIC WATER, SEE SITE PLAN FOR CONTINUATION4" P-TRAP (TYP)4" CISP, SLOPE 1/4" PER FOOT (TYP)4" FLOOR DRAIN1-1/2" CISP1-1/2" 90° BEND (TYP)REDUCER1-1/2" P-TRAPB/SUMP572' -0"FINISHED FLOOR574' -3"8" SANITARY TEESUMP PITP: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:32:10 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option3A - HVAC 2020.rvtMASJABJK02/17/2023M-01PLUMBING PLAN AND SECTIONSSCALE: 1/4" = 1'-0"FINISHED FLOOR -PLUMBINGSECTIONSCALE: 1/4" = 1'-0"M-011SECTIONSCALE: 1/4" = 1'-0"M-012SECTIONSCALE: 1/4" = 1'-0"M-013
WATER HEATERHEAVY DUTY SKID W/ FORK LIFT SLOTSLOCKABLE BALL VALVE (TYP)Y-STRAINERVACUUM ELIMINATORAIR ELIMINATORY-STRAINEROUTLET PRESSURE GAUGETEMPERATURE GAUGES (COLD INLET, HOT INLET AND OUTLET)THERMOSTATIC MIXING VALVE W/ TEMPERATURE OVERRIDE PROTECTIONNOTE:1. TEMPERING SYSTEM, RECIRCULATING PUMP, WATER TANK SHALL BE GUARDIAN MODEL G4110, OR APPROVED EQUAL.EXPANSION TANKCONTROL PANELRECIRCULATION PUMPPRESSURE SWITCHUV WATER PURIFIERWATER HEATERRECIRCULATING PUMP TANKCONNECTION TO EMERGENCY SHOWER TREATMENT BUILDING1-1/2" TEPID WATER SUPPLY1-1/2" TEPID WATER RETURNGATE VALVE (TYP)CONNECTION TO EMERGENCY SHOWER CHEMICAL ROOM3/4" HOSE BIBB IN CHEMICAL ROOM2" DOMESTIC WATERPRESSURE REDUCING VALVEBACKFLOW PREVENTERFLOOR SLEEVE (TYP)GATE VALVE (TYP)3/4" HOSE BIBB IN TREATMENT BUILDING2"2"3/4"3/4"3/4" HOSE BIBB IN TREATMENT BUILDINGSINK3/4"3/4"2"2"1-1/2"1/2"1/2"WALL PENETRATION (TYP)NOTES:1. TEPID WATER PIPING SHALL BE INSULATED.2. GATE VALVES SHALL BE INSTALLED IN CLOSE PROXIMITY TO ALL PLUMBING FIXTURES.3. INSTALL DRAIN PIPING FROM BACKFLOW PREVENTER TO FLOOR DRAIN. DRAIN PIPING SHALL GRAVITY DRAIN, AND SHALL NOT INTERFERE WITH OTHER EQUIPMENT OR OPERATIONS. MANUFACTURER SUPPLIED AIR GAP FITTING SHALL BE INSTALLED BETWEEN THE BACKFLOW PREVENTER AND THE DRAIN PIPING.4. INSTALL BACKFLOW PREVENTER IN AN ACCESSIBLE LOCATION FOR MAINTENANCE. LOCATION SHALL BE APPROVED BY THE OWNER.5. CONNECT TO EYEWASH IN ACCORDANCE WITH IBC PLUMBING CODE, INCLUDING PROVIDING A DRAIN TRAP. 6. COORDINATE THE FLOOR AND WALL SLEEVE LOCATIONS WITH ALL EQUIPMENT AND SUBMIT A WATER PIPING LAYOUT DRAWING TO THE ENGINEER FOR REVIEW.7. MOUNT WATER HEATER SUCH THAT THE ELEVATION OF THE TOP OF WATER HEATER IS BELOW THE SINK ELEVATION AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.8. INSTALL DRAIN PIPING FROM BACKFLOW PREVENTER TO EXTERIOR OF BUILDING AT GRADE LEVEL. DRAIN PIPING SHALL GRAVITY DRAIN TO EXTERIOR, AND SHALL NOT INTERFERE WITH OTHER EQUIPMENT OR OPERATIONS. MANUFACTURER SUPPLIED AIR GAP FITTING SHALL BE INSTALLED BETWEEN THE BACKFLOW PREVENTER AND THE DRAIN PIPING.CONNECTION TO WATER SOFTENER3/4"1-1/2"1-1/2"1/2"1/2"HAMMER ARRESTORSEE NOTE 88" CISP TO DIRTY BACKWASH BASIN, SEE SITE PLAN FOR CONTINUATION4" FLOOR DRAIN (TYP OF 5)4"4"8"8" FLOOR DRAIN IN SUMP PIT4"4"4"4"4" P-TRAP (TYP)4" FLOOR DRAIN IN CHEMICAL ROOM, DRAIN TO SUMP PIT2" VENT MIN 12" THRU ROOF4" CLEANOUT W/ FLUSH MOUNT CAPREDUCER (TYP)ROOF VENT BOOTFLOOR SLEEVE (TYP)CONNECT TO SINKTO SAMPLING STATION IN CHEMICAL ROOM1-1/2"1-1/2"WALL PENETRATION4"2"4"4"4"NOTE:1. ALL PIPING SHALL GRAVITY DRAIN POSITIVELY @ 1/4" PER FOOT MINIMUM.4"4"P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:32:11 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option3A - HVAC 2020.rvtMASJABJK02/17/2023M-02PLUMBING DETAILSSCALE: 1/2" = 1'-0"M-011TEPID WATER HEATER DETAILSCALE: 1/2" = 1'-0"POTABLE WATER SCHEMATICSCALE: 1/2" = 1'-0"DRAIN PIPE SCHEMATIC
2M-031M-03NAD '83LOUVER L1DAMPER D1DUCT PLENUMEXHAUST FAN EF1LOUVER L2DAMPER D2UNIT HEATER UH1UNIT HEATER UH2UNIT HEATER UH3UNIT HEATER UH4LOUVER L3DAMPER D3LOUVER L4DAMPER D4INDOOR UNIT IU1OUTDOOR UNIT OU13M-033M-01CHEMICAL ROOM FF572' -6"FINISHED FLOOR574' -3"UNIT HEATER UH1UNIT HEATER UH2DAMPER D3UNIT HEATER UH3DAMPER D4FINISHED FLOOR574' -3"CHEMICAL ROOM FF572' -6"FINISHED FLOOR574.25'CHEMICAL ROOM FF572.50'CHEMICAL ROOM FF572' -6"FINISHED FLOOR574' -3"FINISHED FLOOR574' -3"LOUVER L1DAMPER D1PLENUMEXHAUST FAN EF1DAMPER D3FINISHED FLOOR574' -3"FINISHED FLOOR574.25'FINISHED FLOOR574' -3"CHEMICAL ROOM FF572' -6"INDOOR UNIT IDU1OUTDOOR UNIT ODU1P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:32:15 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option3A - HVAC 2020.rvtMASJABJK02/17/2023M-03HVAC PLAN AND SECTIONSSCALE: 1/4" = 1'-0"FINISHED FLOOR -HVACSECTIONSCALE: 1/4" = 1'-0"M-031SECTIONSCALE: 1/4" = 1'-0"M-032SECTIONSCALE: 1/4" = 1'-0"M-033
P: 804.782.1903LAKE FREDERICKWATER TREATMENT FACILITYSHEET2100 E. Cary St. Suite 309 | Richmond, VA 23223Engineers | Construction Managers | Planners | Scientistswww.rkk.comResponsive People | Creative SolutionsFREDERICK COUNTY, VIRGINIA - OPEQUON DISTRICTPLAN REVISIONS --SCALEAS SHOWNDATE:ENGINEER:CHECKED:CAD:JOB #: 19142.002SUBMITTALNOT FORCONSTR-UCTION100%11/15/2023 12:32:15 PM\\ad.rkk.com\fs\Cloud\Projects\2019\19124_FredWater\19124.002-Lake Frederick WTP Design\CADD\Revit\Option3A - HVAC 2020.rvtMASJABJK02/17/2023M-04HVAC DETAILS AND SCHEDULESDUCTLESS MINI-SPLIT SYSTEM INDOOR UNIT SCHEDULEDUCTLESS MINI-SPLIT SYSTEM OUTDOOR UNIT SCHEDULEREMARKS:INSULATE REFRIGERANT PIPING.1.ODU-1MARKOUTDOOR9,000PROPELLER10.67208-230/60/1MITSUBISHISUZ-KA09NAHZ1,3CAPACITYLOCATIONBTUHRATED COOLINGDATANOTYPEVOLTS/HZ/PHASEF.L.A.FAN DATAELECTRICALMODELMANUFACTURERREMARKS1. INSTALLATION PLATEREMARKS:REMOTE CONTROLLER HOLDER2.IDU-1CHEMICAL ROOM9,00011,0000.20MITSUBISHISLZ-KF09NA1,2.3CAPACITYLOCATIONTOTALCOOLINGF.L.A.CFMFANMANUFACTURERMODELREMARKS3. WIRED REMOTE CONTROLLERWIND BAFFLE2.CAPACITYHEATINGTOTAL207-33511,000CAPACITY AT 47° FBTUHRATED HEATING20.2SEER14MCA129WEIGHTLBSR410AREFRIGERANTTYPEAAA208-230/60/1DATAVOLTS/HZ/PHASEELECTRICAL0.25MCAAMOUNTING BRACKET > 24" ABOVE GRADE3.D1REMARKSDEPTH(INCHES)SIZEID(INCHES)MATERIALTYPENOTESALUMINUM7.8.REAR FLANGE FRAME9.SPRING LOADED CLOSEDSPRING LOADED OPEN5.4.6.ACTUATOR MOUNTING BRACKETSWITCH PACKAGEFRONT FLANGE FRAME2.1.3.CLEAR ANODIZED FINISHPNEUMATIC ACTUATORELECTRIC ACTUATOR4OPEN WHEN EXHAUST FAN EF1 IS OPERATING,OTHERWISE CLOSED1,3,4,6,7,9NOTES:36" x 36"THIN LINECONTROL DAMPERMANUFACTURER& MODEL NO.NOTESKWID7'-0" AFF15UH1QMARK MODEL MUH-15,OR APPROVED EQUAL1,2,3,4MOUNTINGHEIGHTNOTES:1.PROVIDE INTEGRAL THERMOSTAT2.MOUNTING HEIGHT IS TO BOTTOM OF UNIT3.PROVIDE INTEGRAL DISCONNECT4.SEE ELECTRICAL DRAWINGS FOR CONNECTION REQUIREMENTS21.75" X 19" X 12.75"SIZE(H X W X D)GREENHECK MODEL NO. BSQ-180-71, ORAPPROVED EQUALTREATMENT BUILDING0.25EF1EXHAUSTDRIVELOCATIONSERVICEIDCFMS.P.(IN W.G.)FAN RPMNOTESMANUFACTURER & MODEL NO.BELT3,300891460/3VOLTAGE/ PHASEMOTORHP0.7516. FLOOR MOUNTED RUBBER-IN-SHEAR INSULATORS17. CEILING MOUNTED SPRING ISOLATORS18. FLOOR MOUNTED SPRING ISOLATORS1.NEMA 4 DISCONNECT9.INLET GUARD10. OUTLET GUARD11. INLET FLEXIBLE CONNECTOR12. OUTLET FLEXIBLE CONNECTOR13. FLANGED INLET CONNECTION WITH COMPANION FLANGE14. FLANGED OUTLET CONNECTION WITH COMPANION FLANGE15. CEILING MOUNTED RUBBER-IN-SHEAR INSULATORS20. EPOXY POWDER COATING19. LORENIZED COATING21. REINFORCED WHEEL28. THERMOSTATICALLY CONTROLLED25. EXTENDED LUBE LINES26. SPARE BELT KIT27. BELT TENSIONER-ROTARY2.GRAVITY BACKDRAFT DAMPER3.MOTORIZED BACKDRAFT DAMPER4.SIDE DISCHARGE PACKAGE5.DUEL SIDE DISCHARGE PACKAGE6.BELT GUARD7.OSHA GUARD/MOTOR COVER8.INSULATED HOUSING22. EXTERNAL INLET VANE DAMPER -ALUMINUM23. FILTER BOX WITH ALUMINUM FILTER24. FILTER BOX WITH 30% ALUMINUM FILTER7,9,12,14,17,19,21,25,26,27,28NOTES:63 dBASOUND(MAXAT 5FEET)7'-0" AFF15UH21,2,3,47'-0" AFF15UH31,2,3,4D2ALUMINUM41,3,4,6,7,936" x 24"THIN LINECONTROL DAMPERQMARK MODEL MUH-15,OR APPROVED EQUALDAMPER SCHEDULEUNIT HEATER SCHEDULECENTRIFUGAL SQUARE INLINE FAN SCHEDULE21.75" X 19" X 12.75"21.75" X 19" X 12.75"QMARK MODEL MUH-15,OR APPROVED EQUAL7'-0" AFF15UH41,2,3,4QMARK MODEL MUH-15,OR APPROVED EQUAL21.75" X 19" X 12.75"D3ALUMINUM41,3,4,6,7,936" x 24"THIN LINECONTROL DAMPERD4ALUMINUM41,3,4,6,7,936" x 24"THIN LINECONTROL DAMPERREMARKS4DEPTH(INCHES)APPROXIMATESIZE (W X H)ID.L1ALUMINUMMATERIAL1,6,11TYPENOTES11.6.5.7.FILTER RACKSBIRD SCREENINSECT SCREEN2.1.4.3.EXTENDED SILLHINGED FRAMENOTES:FRONT SECURITY BARSREAR SECURITY BARS12.KYNAR FINISH13.CLEAR ANODIZED9.10.BAKED ENAMEL FINISHEPOXY FINISHTOPELEVATION587.2536" X 36"4" STATIONARYLOUVERSEE DAMPER D1,DAMPER SCHEDULECOLOR ANODIZEDPRESSURE DROP(INCHES OF WATER)0.108.PRIME COAT FINISH14.OPPOSED BLADE DAMPER4L2ALUMINUM1,6,11584.5036" X 24"4" STATIONARYLOUVERSEE DAMPER D2,DAMPER SCHEDULE0.10LOUVER SCHEDULE4L3ALUMINUM1,6,11584.5036" X 24"4" STATIONARYLOUVERSEE DAMPER D3,DAMPER SCHEDULE0.104L4ALUMINUM1,6,11585.7536" X 24"4" STATIONARYLOUVERSEE DAMPER D4,DAMPER SCHEDULE0.10OPEN WHEN EXHAUST FAN EF1 IS OPERATING,OTHERWISE CLOSEDOPEN WHEN EXHAUST FAN EF1 IS OPERATING,OTHERWISE CLOSEDOPEN WHEN EXHAUST FAN EF1 IS OPERATING,OTHERWISE CLOSEDODU-1 REFRIGERATION PIPING AND WIRING SCHEMATIC001SLZ-KF09NAGp1PAR-40MAA208-230V/60HzFUSESUZ-KA09NAHZIDU-1Chemical RoomP1ODU-1NTSPREFABRICATED BUILDING WALLINTERIOREXTERIORNTSEXTENDED SILLSEALANTALL AROUNDALUMINUMBIRD SCREENLOUVERTYPICAL LOUVER/DAMPER INSTALLATION DETAILDAMPERFAN EF1 (IF APPLICABLE)(TYP )
1 0 ° MI N
TRANSITION DUCT TO EF1
CRAPPIE COURT(PRIVATE)
DTB
DTB
CMB
Responsive People | Creative Solutions
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
P: 804.782.1903
2100 E. Cary St. Suite 309 | Richmond, VA 23223
100%
SUBMITTAL
NOT FOR
CONSTR-
UCTION
LAKE FREDERICK
WATER TREATMENT FACILITY
02/17/2023
19124.002