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HomeMy WebLinkAbout27-18 Site PlanLEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT _ _ EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER EX CG -6 EX. INTERMEDIATE CONTOUR - -- - - - - - - - -- --- EXISTING INDEX CONTOUR - - EXISTING SPOT ELEVATION BULKDENSITY f1.4 TONS/CU YD EXISTING TELEPHONE LINE - T T EXISTING SANITARY SEWER S EXISTING ELECTRIC SERVICE - E E --v EXISTING GAS LINE GAS GAS -- W EX. 75" RCP EXISTING STORM SEWER Parking Setbacks EXISTING FENCE LINE X - X -- - " EXISTING DITCH LINE W EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT D& EX. FH EXISTING WATER VALVE W EXISTING REDUCER W"° EXISTING TREE DRIP LINE N W PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG -6 PROP. REVERSE CURB & GUTTER PROP CG -6R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +50-0 PROPOSED STORM SEWER PROP. 24" ADS PROPOSED SANITARY SEWER S S PROPOSED TELEPHONE T T PROPOSED ELECTRIC m U PROPOSED GAS LINE 10 PROPOSED WATER LINE PROPOSED WATER METER'}1"WM Y.... PROPOSED FIRE HYDRANT PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT W W Q m T 0 Q �o�z�Qz� NEIGHBORING PROPERTY LINES Steep Slopes >50% EASEMENT LINE 25% PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL (� SIGNS 0% O SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES - LOCATION OF TEST PITS curb or 6" raised sidewalk. EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING - - - LCG INLET PROTECTION 00 OUTLET PROTECTION ®OP CHECKDAM CD DIVERSION DIKE SILT FENCE W/ WIRE SUPPORT X SF F.i7J•7f. SEDIMENT TRAP CONSTRUCTION ENTRANCE FREDERICK WATER CONSTRUCTION NOTES Rev. Feb. 2018 1. Frederick Water's Water and Sewer Standards and Specifications are available at www. frederickwater. com 1. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector. Z Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed. a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. A# components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. Frederick Water shall furnish and install., i. all W'r-%", %; I ; 1yz"and 1"water services ii. all sewer services. b. The owner/developershall: i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's engineering assistant submit an Application for Service and pay the required fees. 9. A# water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's.' a. domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. WATER & SEWER DEMAND AVERAGE DAILY USE (GALLONS) MAXIMUM DAILY USE (GALLONS) MAXIMUMPEAK FLOWRATE (GPM) 120 1200 145 THESE NUMBERS ARE ESTIMATES GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. 1. The Manual on Uniform Traffic Control Devices (MUTCO) must be adhered to when working in a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. Alf damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. 6. The contractor will be responsible for adequate and positive drainage of this site. 7 The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM -D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 14. The contractor will contain all litter and debris on-site. The work must be left in an orderly manner at the end of each workday. 15. An approved set of site plans must be on-site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPARTMENT OF INSPECTION GENERAL NOTES 1, The Ballpark and associated buildings shall comply with 2015 Virgnia Uniform Statewide Building Code Section 303 - A, Assembly Use Group of the International Building Code/2015. Other Code that applies is the ICC/ANSIA117.1-09 Accessible and Usable Buildings and facilities. 1. Associated buildings will require permits. If open structures are proposed, they may require a design by a Registered Design Professional licensed in the Commonwealth of Virginia. 3. If a scoreboard is constructed in the future, it will require a permit. 4. Proposed buildings: 4.1. A family room may be required if combined fixture requirements per T2901 exceed 6 male and female water closets. 4.2. Restrooms shall meet ANSI A1171-09 requirements and shall be located on an accessible route. 4.3. Door approach and landings shall comply with ANSI A1171-2009. 5. Proposed Handicap Parking 5.1. Accessible route from parking to the ballfield is provided as shown. 5.2. Quantity of Accessible Parking Spaces are met per Table 1106.1 and comply with ANSI A1171-09 as shown. 5.3. Van accessible parking spaces are 8' wide with an 8' unloading area as shown. 5.4. Maximum slope across the parking and unloading shall not exceed 1:48 as shown. 5.5. Handicap parking is provided at the shortest possible route to the bolIfelds as shown. 5.6. Sidewalks and walkways shall not and do not exceed 5% (1:10) slope. 6. Bleachers, that will be provided by others, shall comply with ICC 300, Standards for Bleachers. 7. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional. (Soils, concrete, steel, etc.); specifically, fill for slab exceeding code shall require an engineered foundation. FIRE MARSHALL GENERAL NOTES 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 1. 'No Parking - Fire Lane" signs will be placed on the site by the fire Marshalls direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION # EXP. DATE: 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 2" OF SM -9.5A 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY TYPICAL LIGHT PAVEMENT SECTION FOR PARKING STALLS & AISLES 2" OF SM -9.5A 4" OF BM -25.0 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY HEAVY PAVEMENT SECTION FOR WATER PLANT ROAD FROM EXISTING ACCESS ROAD FOR CONVENIENCE CENTER TO THE CUL-DE-SAC 5" THICK INFIELD SOIL REQUIREMENT SAND 4" OF 3000 PSI CONCRETE W1 WOVEN ' WIRE REINFORCEMENT OR FIBER CLAY 4" OF 21-B COMPACTED TO p 95% DENSITY / 4.75 mm TEXTURAL CLASSIFICATION SUBGRADE FREE OF ORGANICS BULKDENSITY f1.4 TONS/CU YD & COMPACTED TO 95% DENSITY TYPICAL SIDEWALKSECTION 5" THICK INFIELD SOIL REQUIREMENT SAND 60-80% SILT 15-25% CLAY 10-20% MOISTURE 15-18% MAX. PARTICLE SIZE 4.75 mm TEXTURAL CLASSIFICATION SANDYLOAM BULKDENSITY f1.4 TONS/CU YD SUBGRADE FREE OF ORGANICS Water Treatment Plant and Ballflelds & COMPACTED TO 100% DENSITY INFIELD REQUIREMENTS FOR ALL BALLFIELDS SOIL ANALYSIS REPORTS ARE REQUIRED Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000lbs/ac). Seed mix will consist of 75% Kentucky 31 Tall Fescue, 25% Perennial Rye. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. or Contractor may place equivalent sod over outfields instead. 6" OF SCREENED TOPSOIL SUBGRADE COMPACTED TO 85% DENSITY OUTFIELD REQUIREMENTS FOR ALL BALLFIELDS Contractor shall provide cost alternative utilizing a seed mix of 96% Falcon 4 Turf Type Tall fescue, 4% Palmer Perennial Rye, Blue Tag certified. Contractor shall provide cost alternative utilizing a sod of the same mix. REINFORCING RODS Lt- REINFORCING RODS a'• HOLES FOR 95e" x ls• STEEL PINS L �_0 Ra 1'-6" 1--10 172" 111 d '-3' 1'1�J" V -G' R LONGI-TUDINAL ELEVATION CONCRETE PARKING BUMPERIDRAIN TYPE ND 1,11 LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 2. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 3. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 4. The planter shall guarantee all plants for one year. 5. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 6. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 7. All planting shall conform to with § 165-203.01 B of the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). 44� • SCALE 1 "= 2000' VICINITY MAP PROJECT INFORMATION Owner Frederick Water PO Box 1877 Stephens City, VA 22655 Phone - (540) 868-1061 Property Data Tax Map Number 44-(A)-95 Address Stephenson Road Area 78.67 acres Zoning RA Legal References #050002818 & 030022368 Existing Use Vacant Proposed Use Water Treatment Plant and Ballflelds Disturbed Area 35 acres Contact Numbers Surveying & Engineering Firm: GreyWolfe, Inc. (540) 667-2001 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water: Frederick Water (540) 869-1061 VDOT. (540) 535-1824 Telephone: Verizon (301) 954-6282 Electric: Shenandoah Electric Cooperative (540) 450-0111 Gas: Washington Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 Building Setbacks Per Code Front: 60' Proposed 173' In In Sheet 2 Leff Side: 100' ro m� LL 0 Right Side. 100' 430' �QGS Ln CO �0 U 100' or �UoT Water and Sewer Profiles Sheet 9 Frederick Water Details � C_ � O Ln\ OC W Q)6 _=s co co co Parking Setbacks Per Code � � ao W H Mco !v Left Side: 5' 401.9' v W`° 5' N W OWGyOJ o N 5' 9.3' o This project will not disturb any environmental features as n> LIL 0% 0% 00 LLX Sinkholes z Proposed L Ballfield -Parking Spaces 5. J z 3 o m U 10% 10 S u Ln z 2 z(1) CZ easements shown on this plan. Retention Areas L Lai C�k a3: Building Setbacks Per Code Front: 60' Proposed 173' Overview of Site Sheet 2 Leff Side: 100' 499' 1A Right Side. 100' 430' �QGS Ln CO �0 Rear: 100' 182' w o6 y, Water and Sewer Profiles Sheet 9 Frederick Water Details � C_ � O Ln\ Landscaping Plan Sheet 11 Lighting Plan F CYC Parking Setbacks Per Code Proposed Sheet 14 Front. 10' 49.6' Lakes & Ponds Left Side: 5' 401.9' 2ly �Q Right Side: 5' 118.8' OWGyOJ Rear.' 5' 9.3' 4. This project will not disturb any environmental features as Wetlands >1AC 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. Sinkholes 0 acres Proposed z i _k Ly UJ Ballfield -Parking Spaces 5. 226cz z 3 o Handicap Spaces 10% 10 S u Ln z 2 z(1) CZ easements shown on this plan. Retention Areas L Lai C�k W W Q m T 0 Q �o�z�Qz� Easements will be recorded and copies sent to the parties Steep Slopes >50% 0 acres 25% 0% C��OO�N No Signs Proposed with this Plan Any Future Signs will require a building permit and review by Planning Sheet Index Cover Sheet & General Notes Sheet 1 Overview of Site Sheet 2 Site Plan Fields 1, 2, & 3 Sheet 3 Grading Plan Fields 1, 2, & 3 Sheet 4 Site Plan Fields 4, 5, & Plant Sheet 5 Grading Plan Fields 4, 5, & Plant Sheet 6 BMP Design Plan Sheet 7 Storm Sewer Profiles Sheet 8 Water and Sewer Profiles Sheet 9 Frederick Water Details Sheet 10 Landscaping Plan Sheet 11 Lighting Plan Sheet 11 Erosion & Sediment Control Plan Sheet 13 Erosion & Sediment Control Plan Sheet 14 ADA Access and Misc. Details Sheet 15 APPROVALS County Zoning jA, SP # 27-18 Date Final Site Plan Approved by Freaklick County Planning Department Reviewer Date 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. 4. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be appro ved by Inspections. Z 0 U) LU LU a 0 ti Pe j O C V J cT O W m �LIE tnU0 J Ice - Q ~ti O �Q W� O U) J Z OO DATE: ]UNE 15, 2018 Zoning General Notes FILE NO. 0501 Maximum OF 15 1. Exterior lighting will be provided by wall -pack lights attached Environmental Existing Disturbance Proposed to the building and light poles. Features Acrea a Allowed Disturbance 2, All lights will be shielded (cut-off type) or directed to prevent Floodplain 0 acres 00/0 0% glare on neighboring properties per §165-201.07. Lakes & Ponds 0 acres 0% 0916 3. An outdoor trash receptacles is not proposed. 4. This project will not disturb any environmental features as Wetlands >1AC 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. Sinkholes 0 acres 0% 0% 5. The owner will be responsible for obtaining or granting Natural S. W. 0 acres 10% 0% easements shown on this plan. Retention Areas 6. Easements will be recorded and copies sent to the parties Steep Slopes >50% 0 acres 25% 0% involved. Woodlands 0 acres 25% 0% 7. Parking spaces will utilize wheel blocks where there isn't a curb or 6" raised sidewalk. APPROVALS County Zoning jA, SP # 27-18 Date Final Site Plan Approved by Freaklick County Planning Department Reviewer Date 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. 4. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be appro ved by Inspections. Z 0 U) LU LU a 0 ti Pe j O C V J cT O W m �LIE tnU0 J Ice - Q ~ti O �Q W� O U) J Z OO DATE: ]UNE 15, 2018 SCALE: N/A FILE NO. 0501 SHEET 1 OF 15 / N 1 44-(A)-1210 LL o j O I IRLEY MOR SHIRLEYMORGAN MICHAEL B. MORGAN --- DB 870 PG 1773 o � - 0 a U U 44-(A)-115 DB 862 PG 816 1 ZONED: RA 44-(A)-122 0 w Y m WALLACE C. HAINES 160006039 I ZONED: RA USE: AGRICULTURE I USE: AGRICULTURE STACYHAINES 136ACRE5 030010636 m Iv m m Fe W o6-0 ZONED: L USE: AGRICULTURE I I 116 ACRES I US EE RESS.. 44-(A)-123 Ln (D. "o � L W 151 ACRES I �IQ �j �'�'} I 0 0 1 L # L! 11 ACRES % — MAROOK DB 905, PG 126 Q a a \ © 4 . t j ZONED: RA o U N \ I 0 USE: RES. 10.5ACRES cm o ri Q 1 x00 � N -....-- X.-. X... X— % T,..—T ,_fF'X ... ...R^_.1••-..%.,�.•t'_''�"'M..." ' ¢-', J_ m U 44-(A)-95A FREDERICK WATER 160008463 USE., VACANT . 13 ACRES 1\ \ F F £ { 0 l BALLFIEL01 I ` EX. WELL \\ 1```-..-„tip `` ~ BALLFIELD 2 / � �� \ E FFA..,. F£ `F "`••.., fiF E '^". E-,•..,,, ~F E -,` `.^-'-'.+...e � /� ,,..• �..+ ti�� I I I Jti�� � OLn \ +.' E "'... E -^•-.` £ es` £ '. £ -`' E "`..' / /JJp I 4 O I% �\ `.`, F -.`^• £ E `.-..,'1.. \ / i'` �b � I I='. 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'.,. — -"'" ', \ \ . r / I. ^' \ \ i f.,..._._._--.--" y ,r�,� ,,,,.,......T..»•^- a„ ..--.r"'-r' % u...-..-._.-...-.....- =-„,,.- '....•-�"'J�r C � � r�� WELL �•__ \\\\ \��`... ."�`\"'�. \\ \ \ \ \ \.\ ....— — — ---____.—WELL ,` L \^,, ....-"'...- "` j i/ r'"''""~rr y ...-'”' __...- �..-•."'`--.--"T = _%'--- i 1f ^, \``\\-._ i1/ O "1 �.�+rw.^rn.."a..r.n..ixw.n� \.......... \ - \�.e+�.. t \ \ '�wy.� l WELL 0 ..'.a....` `'---..----.--sl"-. c -u4 DATE: JUNE 15, 2018 1 - Q SCALE: 1"=50' 50, 0l 50' \ - m -� \ �: __ _ - \__ �i, n \\\ FILE NO. 0501 GRAPHIC SCALE �......,- r.-''"'rte ci_.�... , � � � � ,x SHEET 6 OF 15 '~ x SEEDING SCHEDULE STORMWATER QUANTITY ANALYSIS STORMWATER QUALITYANALYSIS LO _e__ -•_,_w, _a x- X- X- X X SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) cu 0 �/ 0 Project Description DesignDecision x) + ! 1. Topsoil will be spread at a minimum depth of 4". This site analysis utilized the Virginia Runoff Reduction Method New Development o + / /�/ I 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of This site is /orated on the eastern side of CSX and northern side of Stephenson Road. The project will develop ballfields with parking that will eventual/ be P J P P 9 Y Worksheet - v3.0 -2013. Since there will be more development in the future for r the water plant, it was decided to oversize the pond size and BMPs to allow ♦♦ ♦♦ tOr Y fe CO CO 92 lbs per 1000 square feet (2 tons per acre). 101010 23 lbs 1000 feet lbs dedicated to the County and a new Water Treatment Plant for the northern end of the County. credit for the future, � iii 1 1 1 r to w 3. Fertilize with at a rate of per square (1000 per { LY o 0 acre). Existing Drainage Area Pre -Development Conditions �, ; a W m i 4. Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10%Annual Rye, 10% i 1 The drainage area is within the hydrologic soils group C, j Foxtail Millet, and 5% Red Clover at 200 lbs per acre. / (m This project lies within a 16.57 acre drainage area that flows to Hot Run. The development will flow through a wet pond with some of this area flowing 27.19 acres are 'good condition" open field and a CN of 74 was used. Q Q a o / 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per ! through grass swa/es first. A 10 acre conservation area will be set aside as well Post Development Conditions rri � to N W D acre and anchored with cutback or emulsified as halt a lied at a rate of 200 P PP i 0 The stormwater and BMP design will accommodate all of the development with a •�� i gallons per acre. an additional 2.9 lbs. of of Phosphorous removal t0 be utilized for expansion of 3.73 acres are impervious n/ o Q m the plant facilitles in the future. The wet/ storm water retention pond reduces the flows of a 10 -yr storm to 0.86 chs from 88.05 cfs to accommodate future 16.25 acres are managed turf (this includes the ballfields)1 (D X y development as well. 1i� - CO 1 I Phosphorous Load Reduction required is 8.04 /b/yr 0 : ! Computing the time of concentration through the BMP's significantly increased a 0 post -developed time beyond the pre -development. Therefore a Tc of 5 minutes was used across the board for safety. A CN of 74 for 'good condition" open The proposed Grass Swa/es and Wet Pond removes a total of 8.85lbs/yr. • , 1 space was used. This leaves a credit of 0.81 lbs/yr. • r = 5r 1 -year event= 24.16 cis, (50,150 cu. ft) 10 79.16 663 ft.) r r� - • r `` -year event = cls, (158, cu. 100 -year event = 165.4 cls (335,591 cu, f.)/0 , �Q Site Post -Development Drainage The project site will flow into the pond with the outlet flowing free to the (conservation 100' 0' 100' area. Peak outlet flow is at 24 hours. -It r f ~ E• / I ,, 1 4 1-yearevent=0.5474(61,120cu.It.) E GRAPHIC SCALE 10 -year event = 0.859 cis, (174,470 cu. ff.) WET POND DESIGN (LEVEL 1) NzA r eE \ 100 -year event = 1,114 cfs, (297,533 cu. ft.) Stormwater Management The forebay that ♦[iGZ d w co 6.1 Sizing4f.J ^ti E ~`- -'\' `` E ~' \• \� e GRASS CHANNEL CONSTRUCTION site will contain a stormwater management pond with a will have long. Wet Pond Treatment =14,841 ff. VRRM Spreadsheet) ��•-.,, £ '�-`- r r �� E E -'� E �`"`---\ �� I f I I ~ E r E \ • G I a gabion outlet 28' All stormwater routing was performed with the assumption the pond would be full to the outlet with each storm, and not assume it will be empty. volume cu. (per Tv Provided =46,293 cu. ff. above normal pool and below riser overflow. x ^ j � In \ \ r \ \ � I 8.1 Construction Sequence '- ��..,,-~� E .-,` E -.\, E -... r • \ � � � � I E E 1 r � \... "'-\...\ The following to install 6.1 Water Balance Equation: n n - - DP -48 (Design Depth of Pool MB -0 Base Flow, no streams entering and ( 9 P % ( 9 P )•- Q >- y rn p U � -...,,. E . \- E ° is typical construction sequence properly a grass channel, although '"�....\` Energy Balance Equation - (1 -year storm) (If 0.8 since area is over 1 acre) steps may be modlRed to reflect different site conditions. Grass channels should be installed at a '�-•,..,�1 "'- E r -.-�, f--.., -- time of year that is best to establish turf cover without Irrigation. Some local agencies restrict DP= 48" > ET+INF+RES-MB = 8"+Z2"+24"-0"-39,2" Correct. WWpO ..` • E r \ • E ~� E `` r e planting to the fol/owing periods of time: February 15 through April 15 and September 15 '^--.r`E "`- '= '^--...,,,,~� (Q -post) < Q -pre x (RV-pre/RV-post) x iF •/_� through November l5. 0.547 < 24.16 x (50,150/ 61,120) x 0.8 = 15.86 requirements are met 6,3 Geotechnical Testing: o z z Step 1; Protection during Site Construction. Ideally, gross channels should remain outside the limit of disturbance during construction to prevent soil compaction by heavy equipment. Extensive soil borings have taken place over the site for wells and plant There in the the z v, u, o ¢ "C �•�,\ "�-y.~ ` -�\ "---- E ""' E "� However, this is seldom practical, given that the channels area key part of the drainage system at r '" construction, are not any sinkholes pond area and underlying is high -plasticity karst formations. @ o un ¢ g a _ `"`- E ,,r �,,r ,,°''�} i most sites. In these cases, temporary E&S controls such as dikes, silt fences and other erosion soil clay with w 4�, W E r'+-- i control measures should be Integrated Into the swale design throughout the construction sequence. E '-�•. e 'Ie E ^-., I x Q cn O Q z ° \ `` E , r „` Specifically, barriers should be installed at key check dam locations, and erosion control fabricWET be to the POND MAINTENANCE 6.4 Pretreatment Forebay: x 2 z ~ z shou/d used protect channel. ` A forebay has not been included. The vast majority of flaws are over turf and open slate leading t0 the pond. The Slopes range from 1 %-4%. The grass will o Z Z Step 2. Grass channel installation may only begin after the entire contributing drainage area has ,• "^-e.,,,_ -^\ "^-� r I r ( been stabilized with vegetation. Any accumulation of sediments that does occur within the 9.1. Maintenance Agreements remove most of any sediment before it reaches the wet pond. v � W Q H £ 2 m O ,.,� / p - _ r 11 E channel must be removed during the final stages of grading to achieve the design cross-section. a E -.,� , rl f �.- -� ( Erosion and sediment controls for construction of the grass channel should be installed as Section 4 VAC 50-60-124 of the regulations specifies the circumstances under which a maintenance agreement must be executed between the owner and the local program. This section 6.5 Con veyance and Overflow: W rr W ¢ ¢ ¢ o O Z ti (S Z o Z o IT - specified in the erosion and sediment control plan. Stormwater fiows must not be permitted into the grass channel until the bottom and side slopes are fully stabilized, sets forth inspection requirements, compliance procedures if maintenance is neglected, notification Minimum slope 0.590 to 1 /o, Provided = I% p O O � / f / ( ""'�•...;, I ofthe iota/program upon transfer ofownership, and right -of -entry for/oca/programpersonne/. Primary Spillway =48"riser with grated top (DI -7) proposed. o N 0 % Ste 3. Grade the grass channel to the final dimensions shown on the /an. iI � ( � g P Access to wet ponds should be covered b a drainage easement to allow inspection and P Y 9 Non -clogging submerged reverse slope pipe provided. / r I Step 4. Install check dams, driveway cu/vents and /ntemal pre-trea[ment features as shown on the J �._._ R/I material to construct check dams should be In B- to 11-1och lifts and maintenance. It is also recommended that the maintenance agreement include a list of contractors Emergency spillway not provided since the pond will contain a 100 yr storm. + j` r I plan. used placed / / compacted to prevent settlement. Jhe top of each check dam should be constructed level at the qualified that can inspection or maintenance services, as well as contact information for owners to 6.6 Internal Design Geometry W Ef POND / / % ( design elevation. perform local or state assistance to solve common nuisance such as mosquito contra/, Low flow least 2:1, Provided ° / / / / I r get problems, invasive beaver The CWP Pond Welland path at = 5.5:1 Step 5 (Optional). Till the bottom of the channel to a depth oft foot and incorporate compost geese, plants, vegetative management, and removal. and Maintenance Guidebook (2004) provides some excellent templates of how to respond to these Pool depth is 48"; therefore, Safety and Aquatic Benches are not required. H rf / i �! I amendments according to stormwater Design Specification No. 4. I problems. Side slopes are 5:I P (n (n / - n banks f r sone/ / ! r Step 6. Add soil amendments needed, hydro seed the bottom and ba s o the grass ch E -- 9.2. First Year Maintenance 0 eratians 6.7 Landscaping Plan w FN Z w � Z w E -- E -- E -- E --R - E'e -- E - E --�- [ E g and a in erosion control fabric or where needed. After initial planting, a biodegradable - { peg is erosion control fabncshou/d be used, conforming to Standard and Specification 3.36 of the merit of wet ponds requires that the following tasks be undertaken during the Srst Vegetative cover provided by turf. Zo Virginia Erosion and Sediment Control Handbook first year fol%wing construction. year following IniNa/inspections. For the first six months following construction, the site should be inspected U 0 U 0 U r / J� I m '+ Step 7• Prepare planting holes for any trees and shrubs, then plant materials as shown in the ..-'"`�,,,,....• -�""` f landscaping plan and water them weekly in the first two months. The construction contract should include a Care and Replacement Warranty to ensure vegetation is properly established -- and survives during the first season following construction. at least twice afterstorm events that exceed a 1/2 -inch of rainfall. Planting ofAquaticbeoches. The aquatic benches should be planted with emergent wetland species, following the planting recommendations contained in Stormwater Design Specification No. 13 (Constructed Wet/ands). 6.8 Maintenance Plan Access provided by adjacent graveled driveway leading to the pump station. Liner - Soil borings indicated substantial depth to bedrock' however, this is a g P o karst area and the native clay SOlI Shall be compacted 10 95/p. m j w 3 w 3 w 3 w -,-..---' ----" /� ,,,.,.. �,,,_....-- _ ,-,-..-- •- x growing r i l•-`` ,-,.,..-•-"' _ ,•-....-- Step B• Conduct the final construction inspection and develop a punchlist for fadlity acceptance. Spot Reseeding, Inspectors should look for bare or eroding areas in the contributing drainage area or around the and buffer, and make sure the are immediately stabilized with grass cover. p y buffer be during the first 6.9 Wet Pond Materials Q� ce w 93� w Cc w �~ 9.2. Construction Inspection WaterIng, Trees planted in the pond need to watered growing season. In general, consider watering every 3 days Por first month, and then weekly during the Install concrete reinforced riser. Utilize 0 -ring gasketed HDPE culverts. a c a c EL i %}y-� m Inspections during to that is built in remainder of the first growing season (April - October), depending on rainfall / ...--"'"��✓ �,-..--/ construction are needed ensure the grass channel accordance ) ! with these speafications. An example construction phase inspection checklist for Grass Channels y' / 9.3. Inspections and Ongoing Maintenance Tasks w 00 .-, ,-. t ; f,,;....---^'"' can be accessed at the Center Watershed Protection website at: Maintenance of a wet pond is driven by annual inspections that evaluate the condition and performance of the pond, including the following., WET POND CONSTRUCTION o .� ;;M m m ��--^• http://www.cwp.org/Resource Library/ContmlllngRunoff and D/scharges/sm.htm Measure sediment accumulation levels in the forebay. (scroll to TooA Plan Review, BMP Construction, and Maintenance Checklists) Monitor the growth of wetland p/ants, trees and shrubs planted. Record the species and their 1 approximate coverage, and note the presence of any invasive plant species. 8.1. Construction Sequence Some common pitfalls can be avoided by careful post -storm inspection of the grass channel. Make fabric has been following Inspectthe condition ofstormwater inlets to the pond for material damage, erosion or The following is a typical construction sequence to properly Install a wet pond. The steps may be different designs, ( \ r sure the desired coverage of turf or erosion control achieved undercutting. modified to reflect wet pond site conditions, and the size, complexity and 1m ,� construction, both on the channel beds and their contributing side -slopes. Inspect the banks of upstream and downstream channels for evidence of sloughing, animal configuration of the proposed facility. Inspect check dams and pre-treatment structures to make sure they are at correct elevations, burrows, boggy areas, woody growth, or gully erosion that may undermine embankment integrity. 7 41 are properly installed, and are working effectively, Make dissipation inflows Inspect the pond outfall channel for erosion, undercutting, rip -rap displacement, woody Step 1,• Use of WetPondasaa EDBControl A wet pond may serve as a sediment basin 'r sure outfall rotection/energy at concentrated are stable, z , r p The real test of grass swa/e occurs after its first big storm. Minor adjustments are normally 1 I growth, etc. Inspect the condition of the principal spillway and riser for evidence ofspalling, joint failure, during project construction. m this is done, the volume should be based re the more stringent sizing rule erosion and sediment control requirement us. water quality treatment ) 9 (q ry requirement). � ` needed as patt of this post -storm inspection (e.g., spot reseeding, gull repair, added d. t •-' armorin at inlets, orreali realignment of outfalls and check dams). y p 9 9 leakage, corrosion, etc. Inspect the condition of all trash racks, reverse -sloped pipes, or 8ashboard risers for evidence of Installation of the permanent riser should be initiated during the conduction phase, and design � 1 clogging, leakage, debris accumulation, etc. Inspect maintenance access to ensure it is free of woody vegetation, and check to see whether valves, manholes and locks can be opened and operated, e%vatians should be set with fins/ cleanout of the sediment basin and con version to the post -construction wet pond to mind. The bottom basin. on of the wet pond should u lower than the bottom elevation the bottom elevation of the temporary sediment basin. Appropr ate procedures should be GRASS CHANNEL MAINTENANCE Inspect internal and external side slopes of the pond for evidence of sparse vegetative cover, Implemented to prevent discharge of turbid waters when the basin is being converted into a wet erosion, or slumping, and make needed repairs immediately, pond. Step 2,•Stabi/ire the DrainageArea Wet ponds should only be constructed after the 1 1 Q 9.1. Maintenance Agreements GRASS CHANNELS AND STORM SEWER Based on inspection results, specific maintenance tasks will be triggered. Example maintenance contributing drainage area to the pond is completely stabilized. If the proposed pond site will be W Section 4 UAC 50-60-124 of the regulations specifies the circumstances under which maintenance be between the the lata/program. This forth inspection checklists for Wet Ponds can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the CWP website at: htt : 'htm used as a sediment trap or basin during the construction phase, the construction notes should clearly indicate that the facility will be de -watered, dredged and re -graded to design dimensions _ 1 �I POINT DRAINAGEAREA WEIGHTED DITCH WIDTH SIDE SLOPE (%) MANNINGS Q-iyr DEPTH (ff) VELOCITY PIPE DEPTH 10 r Q Y DEPTH (ft) () VELOCITY 100 r Q Y DEPTH (ft) () VELOCI7Y PIPE DEPTH inches ACRES CN (ft) SLOPES ft/s riches VS VS agreement must executed owner and section sets inspection requirements, compliance procedures if maintenance is neglected notification of the local program upon transfer of ownership, and tight -of -entry for local program personnel. All grass channels must be covered by a drainage easement to allow /nspectipn and maintenance. If a grass channel is /orated Ina residential private lot, the existence and purpose of the channel shall s all to Tool6 Plan Review,MPbrConsCtrud Construction, MaintenancerCheck �) tP For a more detailed maintenance inspection checklist, see Appendix B in CWP stormwater Pond and Wetland Maintenance Guidebook (2004). mer 3.eAssemb/etConstrud/on Materia/s on-site, make sure the meet design s ecificatipns, Y p and prepare any staging areas, Step 4,• C/earandStNp the project area to the desired sub -grade. Step 5.•InsU/IEBSConbp/s prior to construction, including temporary de -watering devices and stormwater diversion practices. All areas surrounding the pond that are graded or denuded during 1 � a J W t� W Q Z W h M O PC ¢ �1 � A 0.55 87 8 8.1 0.50 .200 1.122 0.41 0.24 2.155 0.63 0.31 4.386 0.84 0.35 B 0.43 85 8 5:1 0.50 .200 0.787 0.35 0.23 1.856 0.57 0.30 3.310 0.78 0.36 be noted on the deed of record. Homeowners will need to be provided a simple document that Maintenance is needed so stormwater ponds continue to operate as designed on a long-term basis. Wet have fewer maintenance than otherstormwater construction must be planted with turf grass, native plantings, or other approved methods of soil F Z explain their purpose and routine maintenance needs. A deed restriction or mechanism enforceable ponds normally routine requirements stabilization. J ll,t by the qualifying local program must be in place to help ensure grass channels are maintained with line The if for local to control measures. Stormwater pond maintenance activities vary regarding the level of effort and expertise required to them. Routine stormwater maintenance, such as mowing and Step 6" Excavate the Core Trench and znsta//the SPAIwayPipe. O C 2.94 78 8 8:1 0.50 .200 3.534 0.75 0.34 9.985 1.24 0.45 19.74 1.70 0,54 proper and grade. mechanism should, possible, grant authority agencies access the property for Inspection or corrective action. perform pond removing debris and trash, Is needed several times each year (See Table 14.6). More Step 7.,. Riser orOuN/pwStructure, and ensure the top invert of the overflow ~ V) llJ 9.2. First Year Maintenance Operations significant maintenance (e.g,, removing accumulated sediment) is needed less frequently but requires more skilled labor and special equipment. Inspection and repair of critical structural weir is constructed level at the design e%vatian. Step 8•• Construct the EmbankmentandAnylnteinafBerms in 8- to 12 -inch IiRs, compact Q Z (n Q 11.51 1.33 0.46 22.76 1.82 0.55 the lifts with appropriate equipment. D 3.39 78 8 8:1 0.50 .200 4.075 0.81 0.35 features (e.g., embankments and risers) needs to be performed by a quallfied professional (e.g., ¢ ---A Annual inspections are used to trigger maintenance operations such as sediment removal, spot nevegelat/on and inlet stabilization. Several key maintenance inspection points are detailed Table 3.5. a structural engineer) who has experience In the construction, inspection, and repair of these features, Step 9•• Excavate/Grade until the appropriate elevation and desired contours are achieved for the bottom and side slopes of the pond. a Z O U.J ti m E 5.06 76 2 6:1 5.00 .015 5,268 0.80 0.97 15.94 1.27 1.30 32.40 1.70 1.56 Ideally, inspections should be conducted in the spring of each year. Example maintenance inspection checklists for Grass Channels can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the CWP website at. http://www.cwp.org/Resource Library/Controlling RunofL and Discharges/sm.htm The maintenance plan should clearly outline how vegetation in the pond and its buffer will be managed or harvested in the future. Periodic mowing of the stormwater buffer is only required along maintenance rights-of-way and the embankment. The remaining buffer can be managed as a meadow (mowing every other year) or forest. The maintenance plan should schedule a Step 10.• Construct the EmergencySpi//way in cut or strudurallystabilized soils Step 11 Instal/Out/el Pipes, including downstream np-rap apron protection. Step 12 Stabilize ExposedSoi/s with temporary seed mixtures appropriate for the pond buffer. Ag areas above the normal pool elevation should be permanently stabilized by hydroseeding or seeding over straw. L O ti �I F 4.10 76 8 8:1 1.00 .200 4.269 0.69 0.46 6.2" 12.91 1.19 0.62 26.25 1.66 0.74 17.8" Handles 100 yr Storm (scroll to Tool& Plan Review, BMP Construction, and Maintenance Checklists) shoreline cleanup at least once a year to remove trash and floatab/es. Step 13.• Plant the PondBufferArea, following the pondscaping plan (see Section 8.5 below). ` G 0.23 87 24" HDPE 2.00 .010 0.469 508 55" 1.052 7.17 1.834 9.13 14.5" Handles 100 -yr Storm 9,3. Inspections and Ongoing Maintenance Tasks Once established, grass channels have minimal maintenance needs outside of the spring clean up, Typical Wet Pond Maintenance Tasks and Fie uen Quarter/yoiaftermajorstaims >lrnchofrainfa//JI thawing - twice a year 8.2. Construction Inspection Multiple inspedions are critical to ensure that stormwater ponds are progeny constructed. /� v �t H 0.73 95 15" HDPE 1.07 .010 1.141 2.77 52" 3.981 4.03 6.381 6.75 9.6" Handles 100 -yr Storm regular mowing, repair of check dams and other measures to maintain the hydraulic efficiency of Remove debris and blockages Inspections are recommended during the following stages of construction: the channel and a dense, hea/thygrass cover.Pre-construction Repair undercut, eroded, and bare soil areas meeting Initial site preparation (Including installation ofE&S contra/s) W Z2� Suggested Spring Maintenance Inspections/Cleanups for Grass channels Annus//y Mowing Twice a year Excavation/Grading (Interim and final elevations) 0 Add reinforcement /anon to maintain 90%turf cover. Reseed an salt -killed vegetation. planting y g Shoreline cleanup to remove trash, debris and fioatab/es A full maintenance Inspection Installation of the embankment, the riser/primary spillway, and the outlet structure Implementation of the pondscaping plan and vegetative stabilization h • Remove any accumulated sand or sediment deposits behind the checkdams (if installed) Open up the riser to access and test the valves Final inspection (develop a punchlist for facility acceptance) • Inspect upstream and downstream of check dams, if used, for evidence of undercutting or erosion, and remove trash or blockages atweepho/es. Repair broken mechanical components, if needed A construction phase Inspection checklist for Wet Ponds can be accessed in at the CWP website • Examine channel bottom or evidence of erosion, braiding, excessive ponding or dead One time-duNngthe serondyearfo//ow/ngconstrud/pn Pond buffer and aquatic bench reinforcement plantings 9 P g at. http://www.cwp.org/Resource Library/Controlling Runoff and Discharges/sm.htm (scroll to Tool6: Plan Review, BMP Construction, and Maintenance Checklists) grass gCheck rass. n8owpointsfor clogging and remove any sediment • • Inspect side slopes and gess filter strips for evidence of any rill orgully erosion and Forebay Sediment Removal, Every5to7yeats Repair pipes, the riser and spillway, as needed From 5 t 25years For larger wet ponds, use the expanded construction inspection form provided in Appendix B of DATE: JUNE 15, 2018 reair • Look for any bare soil or sediment sources in contnbutin drainage area and stabilize g rainsg immediately. 9.4• Sediment Removal Frequent sediment removal from the forebay is essential to maintain the function and CWP (2004). To facilitate maintenance, contractors should measure the actual constructed pond depth at three SCALE: 1" = 100' performance of a wet pond. Maintenance plans shou/d schedule cleanouts approximately every 5 areas within the permanent pool (forebay, mid -pond and at the riser), and they should mark to 7 years, or when inspections indicate that 50% of forebay sediment storage capacity has been filled. The designer should also check to see whether removed sediments can be spoiled on-site and geo-reference them on an as -built drawing. This simple data set will enable maintenance FILE NO. 0501 or must be hauled away. Sediments excavated from wet ponds are not usually considered toxic inspectors to determine pond sediment deposition rates in order to schedule sediment cleanouts. or hazardous, They can besafely disposed ofbyeither land application orland filling. Sediment SHEET 7 OF 15 testing may be needed prior to sediment disposal /f the retrofit serves a hotspot land use. 1 625 610 615 610 605 0+00 0+50 1+00 1+50 1+00 2+50 3+00 STORM SEWER UNDER FIELD #4 615 610 605 .oi 595 590 635 630 615 615 1 620 620 1 615 615 1 610 610 1 605 1� nooff-YOTIA 4+50 5+00 5+50 6+00 6+50 7+00 WET POND (WEST) & DENTENTION POND (EAST) cli �> oLL 635 Y DRAINAGE � _ °' N o BALL FIELD #4 05 AREA H Nc0 ii m L EDm w m rr Ii 12' a r _Lod� 630 Q i i WWu N CHANNEL i --FOP D A M=61u.-2 ' Q i m 625 LL z � r 15" HOPE GRASS m° r (280) @ I11.07% r r a3 r i r a o a �Rj o 2 W OVER PIPE � W- 24" HDPE W' tin TOP DAM 609.00' a n (180J 1.11% - — — — — o� o ti 24 HDPE N ti 0+00 0+50 1+00 1+50 1+00 2+50 3+00 STORM SEWER UNDER FIELD #4 615 610 605 .oi 595 590 635 630 615 615 1 620 620 1 615 615 1 610 610 1 605 1� nooff-YOTIA 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 STORM SEWER NEAR CONCESSION STAND AND UNDER DRIVEWAY 9+00 9+50 4+50 5+00 5+50 6+00 6+50 7+00 WET POND (WEST) & DENTENTION POND (EAST) cli �> oLL 635 E � _ °' N o U 05 Nc0 ii m L EDm w m W Ii 12' a W _Lod� 630 Q a WWu N CHANNEL --FOP D A M=61u.-2 ' Q m 625 LL z GRASS m° r zi :7t a3 r o 12" OF #35 OVER PIPE 24" HDPE TOP DAM 609.00' (180J 1.11% - — — — — 24 HDPE ZO' 100-YR607'K7 NA7TlR7a S6PA�---' ----- -- 2.0% U o 0 10-YR=604.35' n - W Z O O O T W t"iC W o 410 clow 1-YR=601.86' V NORMAL 'K7Z1�5" 00) 0.2% POOL00.00' -- -- — --- LLJ l Tv=46,293 cu R FOREBAY^ O tiff NZ * Rti o ^moi `y4 NPT h 0 � o 01'i 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 STORM SEWER NEAR CONCESSION STAND AND UNDER DRIVEWAY 9+00 9+50 0+00 0+50 1+00 1+50 2+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 WET POND (WEST) & DENTENTION POND (EAST) cli �> oLL 635 E � _ °' N o U 05 Nc0 ii m L EDm w m W Ii 12' a W _Lod� 630 Q a WWu N --FOP D A M=61u.-2 ' Q m 625 LL z m° r zi :7t a3 o 12" OF #35 OVER PIPE TOP DAM 609.00' - — — — — ZO' 100-YR607'K7 NA7TlR7a S6PA�---' ----- -- 10-YR=604.35' n 1-YR=601.86' NORMAL 'K7Z1�5" 00) 0.2% POOL00.00' -- -- — --- LLJ l Tv=46,293 cu R FOREBAY^ o `y4 NPT h 0 � o w z 4 o W O n O CU COVER r CASING @ 594. 110'& VER WITH 12" D WELD ON CP BENTONITE CLAW a ti 2 o W J 2 ~ '< OI w i �r c� uv�, �d v L rn bti?~J rv'hj aO M� SCO q1 i - ti M ry 0+0 11 0+00 0+50 1+00 1+50 2+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 WET POND (WEST) & DENTENTION POND (EAST) 7+50 8+00 8+50 9+00 9+50 10+00 615 610 605 595 590 M 615 1. I? 610 GINm O O co 401, y7 r D 605 y� J PCO WWOO Q p Z x 600 �OOQC>cz ww°0OO oxoC) � z�(z��U� W H¢ 2y ti aZ�c c� W 2c,- U) uj W W Z Z m Q U xoo¢iJ�o ~WLL�v 2 O W C C= Z Zj 6 , Cl z O .. W I Zt LQ ti w W za o J L � J a� C) OLQ cjW ti O I J Z DATE: JUNE 15, 2018 SCALE: 1"=5'/50' FILE NO. 0501 SHEET 8 OF 15 Lo Lo cli �> oLL 635 � _ °' N o U 05 Nc0 ii m L EDm w m W Ii a W _Lod� 630 Q a WWu N 0 o Q m 625 LL z m° r zi :7t a3 M 615 1. I? 610 GINm O O co 401, y7 r D 605 y� J PCO WWOO Q p Z x 600 �OOQC>cz ww°0OO oxoC) � z�(z��U� W H¢ 2y ti aZ�c c� W 2c,- U) uj W W Z Z m Q U xoo¢iJ�o ~WLL�v 2 O W C C= Z Zj 6 , Cl z O .. W I Zt LQ ti w W za o J L � J a� C) OLQ cjW ti O I J Z DATE: JUNE 15, 2018 SCALE: 1"=5'/50' FILE NO. 0501 SHEET 8 OF 15 630 625 620 615 610 0+00 0+50 1+00 1+50 WATERLINE 8 635 630 630 625 625 620 620 615 615 610 610 w w w CONCESS1 N STAND <r PO ., FF=t 28.00' � l e Q ze M v W � � / � ZT S 2 O N 4 tel m y O ti Q ^+i ti Q C 0+00 0+50 1+00 1+50 WATERLINE 8 635 630 630 625 625 620 620 615 615 610 610 -1+00 -0+50 0+00 0+50 1+00 1+50 1+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 630 625 620 615 610 605 600 595 590 DATE: ]UNE 15, 2018 SCALE: 1"=5'/50' FILE NO. 0FERLINES D OF 15 w w w CONCESS1 N STAND PO j FF=t 28.00' l Q / � a 4 4 Q Q Q C 0 0 0 I � 6 5 pF v 18" min. CLEI R r '~ 12"01CL52 6 1 59g,3512 __ EX 12" Dia 4.03010 6 �` r 211 36' MINIMUM w 8" SDR -35/26 2 m e o N Q 0 z o Q m Q o C7 x Q Z z a a o a ry H ti y zr ti ti x x x QQ Ck W Vo 2 Uh Vo ti w db W W ' y �bti U, J O zo ti N O 0 b ti 4> 3 `L O O b ti O x Oto R» Z H � b ry ti w ti b ? Q v 1S o m d' �titi� 7+�. hti b m W C U C C� ti a W dVwj O F Frtju 0o ti ° Z ti W m W + o n m rn 3 W a a a rn +o O a N N •") nl tl� �� h h + h O -1+00 -0+50 0+00 0+50 1+00 1+50 1+00 1+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 630 625 620 615 610 605 600 595 590 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 630 615 620 615 610 605 600 595 590 in NU �j O� UCoeV p� 635 y c cb c6 c W co L OD CO H W Lo MfA IS' 'r 630 W U) N Q N CD ❑ C > LL a d Z zi LM U 625 ;�E p .9 610 e 615 IN A 610 0 0�0�7� y Wiz\ �O 605°�WOJ Q p Z Z LLJ ti U 4 mZrz [2. u2 W wZ ~ Z y 0 Q 4 Uj W 4tiZ y cc Z Z W O U o Li- c�000`"o z O .. Lu a' DATE: ]UNE 15, 2018 SCALE: 1"=5'/50' FILE NO. 0501 SHEET 9 OF 15 w w w CONCESS1 N STAND j FF=t 28.00' Q a 4 4 Q Q Q C 0 0 0 I � 6 5 pF r '~ 6 59g,3512 4.03010 6 ----- 211 36' MINIMUM 400' @ 0.875 8" SDR -35/26 e ¢ Q 0 z o Q Q Q o x z a a o a H y zr x x x QQ 3 Vo Vo Uh Vo db W W y �bti U, J O zo ti N O 0 b ti 4> O O b ti O x Oto R» Z H O H b ry ti tD ti b O�ti�S 1S d' �titi� 7+�. hti b Z bti 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 630 615 620 615 610 605 600 595 590 in NU �j O� UCoeV p� 635 y c cb c6 c W co L OD CO H W Lo MfA IS' 'r 630 W U) N Q N CD ❑ C > LL a d Z zi LM U 625 ;�E p .9 610 e 615 IN A 610 0 0�0�7� y Wiz\ �O 605°�WOJ Q p Z Z LLJ ti U 4 mZrz [2. u2 W wZ ~ Z y 0 Q 4 Uj W 4tiZ y cc Z Z W O U o Li- c�000`"o z O .. Lu a' DATE: ]UNE 15, 2018 SCALE: 1"=5'/50' FILE NO. 0501 SHEET 9 OF 15 general backill location marker location CONCRETE CRADLE STANDARD 24- select localioi backfill 1r 1/20. D. - select ckfill All backfill to be compacted to 95% of ASTM D698 maximum density. ---- , __Mill CONCRETE ENCASEMENT TRENCH & BEDDING -11- CONCRETE ARCH 4" select acull select ckfill O.D. i L L WV IS T 0 D 1 In addition to restraining each joint of the tilting, any joint Mat falls within Me specified length of each branch of Me lifting shall be restrained. L = restralned length of pipe (PVC or DIP) 0 = plpedlameter TIL D 6' 8• 12' 16' 18' 20 24" L M) W 60 100 120 120 140 160 TEE, CROSS, WYE F -L �{ L = restrained Imp of pipe (PVC or DIP) D = pipe diameter 45°, 221/x, 11 114° 0 6' 1 8- 1r 1 16' 18' 20° 24° L (H) 20 20 20 W 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND MAR 18 1 .2 - FEB 09 D1-66- �7r� D2 Both joints of Ne fitting shall the rectrained. In addition, all joints within the specified length on the large side of the reducer shall be restrained. L (H) L = restrained length of D2 D1 pipe (PVC or DIP) D = pipe diameter REDUCER In addition to restraining the connection, any joint that falls within Me specified length shall be restrained. D 6' 8' 12' 16' 18° 20' 24` L(k) 60 60 100 120 120 140 8 12' 16' 18' 20' 24' 6' 40 60 100 120 120 140 W - 60 80 100 120 140 12' - - 60 80 100 120 16' -- - - 40 60 100 18' - - - - 40 80 20' - - - - - 60 REDUCER In addition to restraining the connection, any joint that falls within Me specified length shall be restrained. D 6' 8' 12' 16' 18° 20' 24` L(k) 60 60 100 120 120 140 160 L = restrained length of pipe (PVC or DIP) D = pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END .3 - FEB 09 down bend depth 4ft. min. L< Lu up bend restrained length of pipe PVC or DIP) up bend fix depth D Each side of any vencal offset bend shall be restrained. In 4'` Lu the spn,any joint that tel Is achside the specified length re each side of the fitting shall be restrained. RESTRAINED JOINTS FOR VERTICAL OFFSET .4 - FEB 09 concrete patl 1M did. x 6- dra I � finished grade screw type adjustable valve box valve box 48- Min. IOW1lon marker adaptor I joint Fkmve is .tons restraints / to main -1e-w of `8k 8'x 16" solid block for IT vaNe 6', 8" and 12' concrete pad 18' dia. x 6- 8x 8°x 16' solid block Water 16', 181 20"and 24' GATE VALVE -5- concrete patl 16- Fdie. x 6' deep ✓\Nrype- adjustable 6 . scdote: vaNe shall vae spur gear ype valve reslrainetl °O to main 8•x 8"x 16" solid block Forced Sewer APR 09 1) 6' W&1r 16',18°&20' 24' 45° Ltl(ft) 20 40 W 80 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET .4 - FEB 09 concrete patl 1M did. x 6- dra I � finished grade screw type adjustable valve box valve box 48- Min. IOW1lon marker adaptor I joint Fkmve is .tons restraints / to main -1e-w of `8k 8'x 16" solid block for IT vaNe 6', 8" and 12' concrete pad 18' dia. x 6- 8x 8°x 16' solid block Water 16', 181 20"and 24' GATE VALVE -5- concrete patl 16- Fdie. x 6' deep ✓\Nrype- adjustable 6 . scdote: vaNe shall vae spur gear ype valve reslrainetl °O to main 8•x 8"x 16" solid block Forced Sewer APR 09 D 6- 8' & 12' 16',18-&2W 24' 221/2° L4 (ft) 20 20 40 40 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET .4 - FEB 09 concrete patl 1M did. x 6- dra I � finished grade screw type adjustable valve box valve box 48- Min. IOW1lon marker adaptor I joint Fkmve is .tons restraints / to main -1e-w of `8k 8'x 16" solid block for IT vaNe 6', 8" and 12' concrete pad 18' dia. x 6- 8x 8°x 16' solid block Water 16', 181 20"and 24' GATE VALVE -5- concrete patl 16- Fdie. x 6' deep ✓\Nrype- adjustable 6 . scdote: vaNe shall vae spur gear ype valve reslrainetl °O to main 8•x 8"x 16" solid block Forced Sewer APR 09 D 6- 8' 812' 16', 18' & 20' 24' 11 1/4° Ed (ft) 20 20 20 20 O U W (h) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET .4 - FEB 09 concrete patl 1M did. x 6- dra I � finished grade screw type adjustable valve box valve box 48- Min. IOW1lon marker adaptor I joint Fkmve is .tons restraints / to main -1e-w of `8k 8'x 16" solid block for IT vaNe 6', 8" and 12' concrete pad 18' dia. x 6- 8x 8°x 16' solid block Water 16', 181 20"and 24' GATE VALVE -5- concrete patl 16- Fdie. x 6' deep ✓\Nrype- adjustable 6 . scdote: vaNe shall vae spur gear ype valve reslrainetl °O to main 8•x 8"x 16" solid block Forced Sewer APR 09 top of manhole at grade in pavement areas Z Q � W �'concrete wedg. Z Z Vents width CedainTeed Rexus 24' g un less otherwise directed (top shall be set 24" Z C asr ulretl manhole cover no. CDRU60EH anchor bolt -4 ea. tin�do ,,�" 24'min. 0 Ped ) Z Q Q min. above grade in undeveloped areas 2• adjustment ring wind g ..opening W U Q QQ 0 ale W W finished grade of butyljoint ancient an tap,.. Q Q W Q 6- dia. schedule 40 steel f'n pavement earth end bottom as necessary square skitl pa tl 6• Z pipe filed with concrete 3 thick wound Z Z ~ O ~ and Pained yellow i - 3Wx 2'b I C ti k'.w Valvoo, Inc. valve box assembly: treated 2k4° with top 6' Pointed! blue / manhole frame In uN Z W Z +',J' y \� ����� ����developed areasIlk joint sealant finished r;f Iltl: Figure No. 7 marked WATER' pl coupling (PJ X FIP) antl grade +YY./S'.. T 2' top section: Figure No. 7S26TO MIP plastic plug on 6'tall place I /\��\� ��\��\ / 6'stone 36' max. LV Q ti W CO, Q O } bottom section: Figure No. IBOB24 meter bon 24' T brace far, \�N 24' min. in undeveloped areas W £ W Z Z m Q V concrete pad and cover I bmcefwwaNr Jy = Q Q Q v O •:x i0 ;* s. 1'-6"Me. x6 -deep flnlshetl 18' \ adjustment rings O ?� Z Ur F 18°tlia. c'�' •` standard 3' cone \ sewer P (11. mal concrete f IIS 1'6 I�-36'��sidewalk��-36"-�-I section for 4' \ valve encasement I diameter manhole eL�' � 3/4"concrete anchor •°� C3 � O O � O ;: ??^ %' varies to ProPedY line finished \� �\/ 1/4'c dcrete finished!radO N I grade ;, brass nlPPle / -��� .�//� 4' g Iconcrete ASTMC-150 ... 'cFi: /'ii?i.. :� � 18'.21' motor! .�:'3: !� RP Xe FIP lever ball \ valuewater a����'V.'\\ have wet Pexterokofelroof c�aa8ng �� `�. ri BOLLARD DETAIL x 1 / 12" or 16' MPJ 9. stairs / 8•-10' Estona '38, \/ \/\ NOTE: brass nipple Weep holes shall not be subject to being Submerged. if roadway boz 2- mass FIR cap a, \�\ steel reinforcatl �a 1'nominals¢e butyl Installation is in an area having a high groundwater table, Me screw type 48' 8"-1P 48' 2'Ml P XFIR tory stop \ �j polypropylene steps joint sealant to ba Aulhoutys engineer shall be contacted for hydrant relocation. 2' brass nipple, r long ! i 3. Thin stone aatldle �� epPlietl on lower T service saddle surrcuntling \ Fi \ ledge of joint d box / ♦,,, ': ,,,,♦ loin) gasket shall be O 2-1 ry P 2'brass FlP ,x,xx ,x,x either o -tin or rofile O ,,,,, \ 9 P 48' 1' CT polyethylene \ l0 (q lq FIR Rol coupling Spoy ye e F- F lubin P 200 variable F- 12' 8 8 6 ♦,,,, Z Z Z with SS Inserts Ra salre block \ ""` ""` W W W coname Patl l'-6'tlia.xe'deep .�:.�45°'lir �riiiirr / ♦„s, '. ': ♦xxx♦ / 4'.0° as required at all connections (as requlretl b ck base 5° oto manhole finish \ Z s atl Pp I I � � per size) .......... P pipe ) connection sleeve O O O 2de O e It I Opposite e$tle 2' in.-8'max. PP "inion' b flexible sleeve �-r V U U m -24' Y clone saddle op (. �...� \\ stone y K Cl MIP/ P :ice e i invert channel to provides r -r W W W corpP P 3'-0'max E ebrre smooth tranaMOn In to out coupling copper erefo insulated T :..... _.. ::::.'::::::::::::::::::::. ::::::::::::.�::::::.�::::::::: :. > 4'0' max. ..... ......... ........................ .. ........... ............... 6........................................................................ for all connections �.: '2'-0'mex. W uped t 10 for line realsowing, stone W w_ w taped at 10 fool intervals 6 - screw rypa atljuslable valve box ;esx.; , > > stone to be 2' brass t j„. dia. . top as w w w ...... ....... ........ � � � � � � � � � � � � � � or invert or i :y.•k�o: .4d.;, ./ / / / / / / / / / / CCC 2' `3 4 tla. � .'.� same elevation as to minimum of 6' , �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. /. / P valve box adaptor g�Izrout boltam to 1 .1of .................... above top of baso 2' brass weep hof fano channel a P P0 of of cxf locator marker ............. Same I .................... ................. .... ...... with 1/8' wee nine e e$tle w W W P a A.. sone d clow ni NOTES - titer i'ii::�i.:. Gstone lis,..<� 1. All in shutbe'odes in pp s e I 2'CTS polyethylene �. . � �' � �:" � •!.^' � w stone restrelnLs 2'ballvalve our 2. Forbreed sewer 4'orlassindiametennslallteain main (no sadtlle) ?; r, ... �� Oil Lubin PE . at P. INSTALLATION NOTES: - ' g (PET) P 2' brass ................................... mo ip 2' ate 3. Quick disconnect cam and groove)coupling° .�. .......... .. ......................................... w/ S$ Insects at all'.�:::..................................................................................... veNeO .coin nu[ LFxad location of meter box to be approved poor to Installation. a. coupling i0 bepolypropylene P 9 rW Pe 901 Cn ........................ .............. ............ .................................... connections 2' brass MIP 'scone �v�::�:::�:::�::::�::�::�:�:�::�:::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�:::�::::::::::::::�:: 2. Water service crossing street b. HIP X male adapter mate. with, .. .. ..... _. _ a, Encase In 3° toot bet nd sidewalk. PVC or SDR -21 pipe. The piping shell run from one foot beyond sidewalk, across Me c. female coupler %MIP ti street, to one foot beyond sltlewmk. 4. VeNe well be H -Tech, Inc. •-'� ti b. Install 12 gauge solid insulated copper wide (for line tracing) from corporation stop to Into the meter box [wrap wire a. water - Model 993 w/2' NPT connection n N (h mechaniwljoint around corporation stop; wide taped to of PET et lO foot Intervals; come into mater box; wraparound NOTES: 1. Manhole sections shell have an external coating mapprovetl polymer water proofing poor to installation. iv It with P P. Po P P b.sewer-Motle19865teel body w/2- NPT connection 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a extenor coming of sw a ee bottom of angle ball varied terminate with IT tall piece]. S. Brace shell be l-1/rXt-1/2'X3/16`aluminum angle iron w/u-bolt e'brench water Proofing. around elbow of valve P 1 Y 9 ........... ............ ............ 3. Final slope adjustment of manhole frame shall be b shims and non -shrink rout. .. g,�>qgt;.:„ :. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 4. Skid pad to be placed around manholes located in shoulders of mads. .. Irl....nY...n .: .s�. /:.� ...... Ifh height mink rt out dmf lour tem oris. Frame to be 4'in Insight 6. Flint shall be used e o e ou o s o less, :. ;Js;},1,'„'^'Lyt :::F`)`:[�: °::,,px'`110_(0::. sf'.;�1ZDp�:.ri:':: r:.�:.:$'X:B'.X..B:..... top 9 9 ...................... FriirriiirEiiirririi (i:ilii,''%'%r'�`:.':.'::'iiii iiiii?.F9:'tt' %%'i�;..... e. Thera shell bea0.20lost drop in elevation through the manhole. iriiirriir:5i::5rriii?::.ac::::::s......... {,�8y,.^rF't ................................... ...... 6/" x %Q', 3/4' AND 1" COMBINATION AIR RELEASE ti FIRE HYDRANT ASSEMBLY WATER MAIN FLUSHING ASSEMBLY METER INSTALLATION AND VACUUM -VALVE VAULT STANDARD MANHOLE Z -6- APR 09 -7- MAR 18 -6- FEB 09 -1I �- MAR 18 -T 5- FEB 09 EJONE SPD PUMP PERFORMANCE CURVE OPINIONS e DH 52 LESELH"H°cwa+rR�DOLs> 0MONS a ❑ DH 52 -`l IESfLH"'coffr s) FIELD JOINT REQUIRED ❑ ® rrti\ rr rr GRINDER PJMP, 1HP, 1725 RPM DRE52 (y/1 VEl wIRELEss �( 100 - --- - --- --- ---- ---- - zso FOR MODELS CONrna$) ❑ ®� u 5 - �) ALTERNATIVE SEWER PUMP AND O zzo GASKETED LID, HOPE TANK DESIGN MA Y BE LI 1 icrv`` 150 weft light bulbs precast building 95 ( paAfF ,ryT U weatherproof .1 cover (sea notes 182) ACCESS WAY VENT / (b6e note 3) 1 270 510Pf�AWAAYY FROM vibrating ham sD FREDERICK WATER FOR THE strobelight antl 1'.::1'en'•.•., .,�•: :'; ("..: t""""". 85 200 ST CONFECTOR HDPE ACCESSWAY SINGLE UNISEX BATHROOM C 1 1 \ RAIN RELIEF CO DUAL WALL, CORRUGATED pyo gB,,pE ti .... 1 �- 24'x24• 1S0 (seaccess notesI PO,NER/ALARM CABLE Q •'1 4- galvanized vent (see notest &2) 80 IOW PRE.SSIiRE SYSIEM DESIGN PRESSURE 8 CONDUCTOR W/O1D ~ C) .. -{ w/ screened L_ .-_ -__-_ _.- 180 W ` W y bdumol rope -exhaust lar, mushroom cap INTERNAL WELL VENT pump station 1/r tlia.rbofisc P 75 170 2.0* DIA. Q O C joint sem coesxT FncTo6r E/ONE EQUALIZER control panel anchor bons mein system emenclosur ro7 15.11 .0 Fil r^ (sae note a) 70 _ _-- _.-_ ors iusai efiotPiws' - 160 U vl (4 ea.) alarm s tem enclosure 0 cast -In-place floor meter socket ELECTRICAL QUICK DISCONNECT - z aushmwel well- 4• g5 - - 750 NEMA 6P (EQD) r prevlde 1/2'4r G 31/2"COMER Cn �I 4. elnstomedc joint telephone lntednce t 740 INET, GROMMET DISCHARGOE4 55�' FPT o srIWERf m y around wet wellEll f 0 TO ACCEPT 4.60' O.D. (� C N " aulOmatk tmnsler switch - 730 PVC PIPE (STANDARD). �W r^ 1 T 12'x ITIOurvid 'Sv ' - .1 flat p .y, . w �' DUST COVER SUPPLIED QUICK DISCONNECT ASSY. vl ti O 1r > :. .: \ figure) .:•wall':. ^ d: ¢ 120 FOR SHIPMENT (NOT (304 5.5.) Q Q i _ ;;" - 5 u SUITABLE FOR BURIAL) r M T- "� inx�enlshetl ratle ( 1 .. e " ,0 710 SS.CAST BALL VALVE I Q 16LQ 'D �i ram r i� M.J. solid • �_ I _ cTR C 3'-6' . slacks w/ . NDTES 71/2' a' ft 45 w 1 1/4' DISCHARGE LINE c 9 III megalugs "' I- `(` 1, precast buildingshall be 10k12'xT-6", L � a 100 J (304 5.5.) 711 DIP Winfauxbrickfinish desert sand, r 90 - W AV PVC full loins DIP ---discharge pipe ( e _ = 40 --r N I without Boor manufactured by The Clear 1/2L 2 428th �- gravity- a o C1iECK �ALVE ^/ O 1 6' na.W.,..n..a v floor slab Flow Ca. or FCSA approved equal 1087mm l \� _ _ boot Influent- 1,1 35 g0 ,- NORYL D w/Icoier per bldg. manufacturer spec. 1- sae of opening > w 2 Interior and ceiling primed 3 for um station u w DISCH (4000 psi concrete) -III-I I:,:' boot I and painted: pump Q platform to be u = 30 7U ANTI -SIPHON VALVE Q _ a. primer resistant Pittsburg ALARM 1E1 provided I -III- P g PrnMded by ahand ) I CONTAINMENT Z p III -I 6603 or FCSA approved equal > z 60 o No (NORYL 42E' O O compacted! clean slam backfill manufacturer 9• > _ b. finish coenawhite. 100%acrylic v 25 ul sea note 3 3'%3'X3inlessminum angle �.Industrial( ) w ON 315° w/ stainless steel U bolo .. `� I -I I I- orROapprmd Pittsburg 9037. d 50 i ]2 ON J _ or FCSA approved equal 8 dia. without steps; with bituminous _ ';•''' 6•-10' 20 OFF Q -I 3. II9M and horn shall be Edwards model tOBed protest manhole coal on extortor , p � no. 50 R (light) and model no. 871 40 z 401 L - "•': entl-flotation collar, ',: ;. ,r, ,, �- '., :., - and rd mall approved equalThe switch _ 15 - ----. .._._._..- > 20.SIn 4200 - W minimum sire 1.X12'; -_ ""t. I antl ham shell haves menum aH switch eh. diameter manhole fat top (precaster to provide calculations tY min. 30 521mm 42Qnn 4. a gas tight seal must be, provided HOPE TANK O y to veiny correct also) I -I 4 1U 20 7) eLl 581eL1 1/2' NOMINALO GALLONLCAPACITY y��! i between pumping station base plate aL60NRfE1-1 Haiti IfLEP EPOI p�Ei F D mmp� -I IJ': :.':.:':' "0'`stone •', "'� and win well let top v 10 ~ PIPE TREAD TO'A'Y PIPE (SrAtd,l✓1) "1 < ra Z y i 12' iii NOTES: 0 3sa° OUR min. 5. wet well axceve0ed shall be backfllled Z; with clean atone and compacted 1. Access door shall be Halliday Products �- 0 0 S1 W424 or FCSA approved equal. 2. Access door to open away from vent ''I 5 _ _ -10 �L NSF SA ® NSF SA and when opened be perpendicular to I 3. Manufacturer will deal to specify which -10 20 SEMI -POSITIVE DISPLACEMENT TYPE PULP AD CH 10/20/10 C AD CAH 7/13/07 A 1/16 dimension is parallel to well and which I -30 EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CR BY CHK'D DATE ISSUE SCA -E CONCRETE BALLAST MAY BE REQUIRED DATE: JUNE 15, 201E wall. 1. WET WELL AND FLAT TOP TO BE INSTALLED WITH THIS PROJECT. one is perpendicular to wall. 5 ..............___._--.._- - SEE INSTALLATION INSTRUCTIONS n Br OK9 OA E SSE SCALE FOR DETAILS 2. FUTURE PUMPS, BUILDING, CONTROLS, ELECTRICAL, ETC, SHALL BE UNDER SEPARATE -20 40 • • SCALE: I DESIGN AND CONTRACT 50 CONCRETE BALLAST MAY BE REQUIRED 3. FLAT TOP SHALL HAVE HATCH AND VENT INSTALLED. SUCTION LIFT SEWER PUMP STATION 25 -60 SEE INSTALLATION INSTRUCTIONS p SYBTEM98 n ererelMs FILE NO. 0501 4. PUMP OPENING IN FLAT TOP SHALL HAVE TEMPORARY 3/8" THICKALUMINUM DIAMOND ��I I�����I FOR DETAILS MODEL DH152 / DR152 WET WELL COVER 0 z 4 6 a 10 12 14 16 in MODEL W52-93 / DR152-93 TREAD PLATE SECURED PER FREDERICK WATER INSPECTOR S REQUIREMENTS -35- FEB 09 DISCHARGE (Q), GPM DETAIL SHEET SHEET 10 OF 15 ESD 08-0022 REV. 2, 6/08 NA0052P02 NA0052PO4 to io N to ILL O LL V O U ON o W �_ ~ R 00 CL N O O V s W (h (n es oa W� W o N Cr Q � > QLL A _ 0) Z fi01 r J U 2 a3 top of manhole at grade in pavement areas Z Q � W �'concrete wedg. Z Z Vents width CedainTeed Rexus 24' g un less otherwise directed (top shall be set 24" Z C asr ulretl manhole cover no. CDRU60EH anchor bolt -4 ea. tin�do ,,�" 24'min. 0 Ped ) Z Q Q min. above grade in undeveloped areas 2• adjustment ring wind g ..opening W U Q QQ 0 ale W W finished grade of butyljoint ancient an tap,.. Q Q W Q 6- dia. schedule 40 steel f'n pavement earth end bottom as necessary square skitl pa tl 6• Z pipe filed with concrete 3 thick wound Z Z ~ O ~ and Pained yellow i - 3Wx 2'b I C ti k'.w Valvoo, Inc. valve box assembly: treated 2k4° with top 6' Pointed! blue / manhole frame In uN Z W Z +',J' y \� ����� ����developed areasIlk joint sealant finished r;f Iltl: Figure No. 7 marked WATER' pl coupling (PJ X FIP) antl grade +YY./S'.. T 2' top section: Figure No. 7S26TO MIP plastic plug on 6'tall place I /\��\� ��\��\ / 6'stone 36' max. LV Q ti W CO, Q O } bottom section: Figure No. IBOB24 meter bon 24' T brace far, \�N 24' min. in undeveloped areas W £ W Z Z m Q V concrete pad and cover I bmcefwwaNr Jy = Q Q Q v O •:x i0 ;* s. 1'-6"Me. x6 -deep flnlshetl 18' \ adjustment rings O ?� Z Ur F 18°tlia. c'�' •` standard 3' cone \ sewer P (11. mal concrete f IIS 1'6 I�-36'��sidewalk��-36"-�-I section for 4' \ valve encasement I diameter manhole eL�' � 3/4"concrete anchor •°� C3 � O O � O ;: ??^ %' varies to ProPedY line finished \� �\/ 1/4'c dcrete finished!radO N I grade ;, brass nlPPle / -��� .�//� 4' g Iconcrete ASTMC-150 ... 'cFi: /'ii?i.. :� � 18'.21' motor! .�:'3: !� RP Xe FIP lever ball \ valuewater a����'V.'\\ have wet Pexterokofelroof c�aa8ng �� `�. ri BOLLARD DETAIL x 1 / 12" or 16' MPJ 9. stairs / 8•-10' Estona '38, \/ \/\ NOTE: brass nipple Weep holes shall not be subject to being Submerged. if roadway boz 2- mass FIR cap a, \�\ steel reinforcatl �a 1'nominals¢e butyl Installation is in an area having a high groundwater table, Me screw type 48' 8"-1P 48' 2'Ml P XFIR tory stop \ �j polypropylene steps joint sealant to ba Aulhoutys engineer shall be contacted for hydrant relocation. 2' brass nipple, r long ! i 3. Thin stone aatldle �� epPlietl on lower T service saddle surrcuntling \ Fi \ ledge of joint d box / ♦,,, ': ,,,,♦ loin) gasket shall be O 2-1 ry P 2'brass FlP ,x,xx ,x,x either o -tin or rofile O ,,,,, \ 9 P 48' 1' CT polyethylene \ l0 (q lq FIR Rol coupling Spoy ye e F- F lubin P 200 variable F- 12' 8 8 6 ♦,,,, Z Z Z with SS Inserts Ra salre block \ ""` ""` W W W coname Patl l'-6'tlia.xe'deep .�:.�45°'lir �riiiirr / ♦„s, '. ': ♦xxx♦ / 4'.0° as required at all connections (as requlretl b ck base 5° oto manhole finish \ Z s atl Pp I I � � per size) .......... P pipe ) connection sleeve O O O 2de O e It I Opposite e$tle 2' in.-8'max. PP "inion' b flexible sleeve �-r V U U m -24' Y clone saddle op (. �...� \\ stone y K Cl MIP/ P :ice e i invert channel to provides r -r W W W corpP P 3'-0'max E ebrre smooth tranaMOn In to out coupling copper erefo insulated T :..... _.. ::::.'::::::::::::::::::::. ::::::::::::.�::::::.�::::::::: :. > 4'0' max. ..... ......... ........................ .. ........... ............... 6........................................................................ for all connections �.: '2'-0'mex. W uped t 10 for line realsowing, stone W w_ w taped at 10 fool intervals 6 - screw rypa atljuslable valve box ;esx.; , > > stone to be 2' brass t j„. dia. . top as w w w ...... ....... ........ � � � � � � � � � � � � � � or invert or i :y.•k�o: .4d.;, ./ / / / / / / / / / / CCC 2' `3 4 tla. � .'.� same elevation as to minimum of 6' , �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. /. / P valve box adaptor g�Izrout boltam to 1 .1of .................... above top of baso 2' brass weep hof fano channel a P P0 of of cxf locator marker ............. Same I .................... ................. .... ...... with 1/8' wee nine e e$tle w W W P a A.. sone d clow ni NOTES - titer i'ii::�i.:. Gstone lis,..<� 1. All in shutbe'odes in pp s e I 2'CTS polyethylene �. . � �' � �:" � •!.^' � w stone restrelnLs 2'ballvalve our 2. Forbreed sewer 4'orlassindiametennslallteain main (no sadtlle) ?; r, ... �� Oil Lubin PE . at P. INSTALLATION NOTES: - ' g (PET) P 2' brass ................................... mo ip 2' ate 3. Quick disconnect cam and groove)coupling° .�. .......... .. ......................................... w/ S$ Insects at all'.�:::..................................................................................... veNeO .coin nu[ LFxad location of meter box to be approved poor to Installation. a. coupling i0 bepolypropylene P 9 rW Pe 901 Cn ........................ .............. ............ .................................... connections 2' brass MIP 'scone �v�::�:::�:::�::::�::�::�:�:�::�:::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�:::�::::::::::::::�:: 2. Water service crossing street b. HIP X male adapter mate. with, .. .. ..... _. _ a, Encase In 3° toot bet nd sidewalk. PVC or SDR -21 pipe. The piping shell run from one foot beyond sidewalk, across Me c. female coupler %MIP ti street, to one foot beyond sltlewmk. 4. VeNe well be H -Tech, Inc. •-'� ti b. Install 12 gauge solid insulated copper wide (for line tracing) from corporation stop to Into the meter box [wrap wire a. water - Model 993 w/2' NPT connection n N (h mechaniwljoint around corporation stop; wide taped to of PET et lO foot Intervals; come into mater box; wraparound NOTES: 1. Manhole sections shell have an external coating mapprovetl polymer water proofing poor to installation. iv It with P P. Po P P b.sewer-Motle19865teel body w/2- NPT connection 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a extenor coming of sw a ee bottom of angle ball varied terminate with IT tall piece]. S. Brace shell be l-1/rXt-1/2'X3/16`aluminum angle iron w/u-bolt e'brench water Proofing. around elbow of valve P 1 Y 9 ........... ............ ............ 3. Final slope adjustment of manhole frame shall be b shims and non -shrink rout. .. g,�>qgt;.:„ :. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 4. Skid pad to be placed around manholes located in shoulders of mads. .. Irl....nY...n .: .s�. /:.� ...... Ifh height mink rt out dmf lour tem oris. Frame to be 4'in Insight 6. Flint shall be used e o e ou o s o less, :. ;Js;},1,'„'^'Lyt :::F`)`:[�: °::,,px'`110_(0::. sf'.;�1ZDp�:.ri:':: r:.�:.:$'X:B'.X..B:..... top 9 9 ...................... FriirriiirEiiirririi (i:ilii,''%'%r'�`:.':.'::'iiii iiiii?.F9:'tt' %%'i�;..... e. Thera shell bea0.20lost drop in elevation through the manhole. iriiirriir:5i::5rriii?::.ac::::::s......... {,�8y,.^rF't ................................... ...... 6/" x %Q', 3/4' AND 1" COMBINATION AIR RELEASE ti FIRE HYDRANT ASSEMBLY WATER MAIN FLUSHING ASSEMBLY METER INSTALLATION AND VACUUM -VALVE VAULT STANDARD MANHOLE Z -6- APR 09 -7- MAR 18 -6- FEB 09 -1I �- MAR 18 -T 5- FEB 09 EJONE SPD PUMP PERFORMANCE CURVE OPINIONS e DH 52 LESELH"H°cwa+rR�DOLs> 0MONS a ❑ DH 52 -`l IESfLH"'coffr s) FIELD JOINT REQUIRED ❑ ® rrti\ rr rr GRINDER PJMP, 1HP, 1725 RPM DRE52 (y/1 VEl wIRELEss �( 100 - --- - --- --- ---- ---- - zso FOR MODELS CONrna$) ❑ ®� u 5 - �) ALTERNATIVE SEWER PUMP AND O zzo GASKETED LID, HOPE TANK DESIGN MA Y BE LI 1 icrv`` 150 weft light bulbs precast building 95 ( paAfF ,ryT U weatherproof .1 cover (sea notes 182) ACCESS WAY VENT / (b6e note 3) 1 270 510Pf�AWAAYY FROM vibrating ham sD FREDERICK WATER FOR THE strobelight antl 1'.::1'en'•.•., .,�•: :'; ("..: t""""". 85 200 ST CONFECTOR HDPE ACCESSWAY SINGLE UNISEX BATHROOM C 1 1 \ RAIN RELIEF CO DUAL WALL, CORRUGATED pyo gB,,pE ti .... 1 �- 24'x24• 1S0 (seaccess notesI PO,NER/ALARM CABLE Q •'1 4- galvanized vent (see notest &2) 80 IOW PRE.SSIiRE SYSIEM DESIGN PRESSURE 8 CONDUCTOR W/O1D ~ C) .. -{ w/ screened L_ .-_ -__-_ _.- 180 W ` W y bdumol rope -exhaust lar, mushroom cap INTERNAL WELL VENT pump station 1/r tlia.rbofisc P 75 170 2.0* DIA. Q O C joint sem coesxT FncTo6r E/ONE EQUALIZER control panel anchor bons mein system emenclosur ro7 15.11 .0 Fil r^ (sae note a) 70 _ _-- _.-_ ors iusai efiotPiws' - 160 U vl (4 ea.) alarm s tem enclosure 0 cast -In-place floor meter socket ELECTRICAL QUICK DISCONNECT - z aushmwel well- 4• g5 - - 750 NEMA 6P (EQD) r prevlde 1/2'4r G 31/2"COMER Cn �I 4. elnstomedc joint telephone lntednce t 740 INET, GROMMET DISCHARGOE4 55�' FPT o srIWERf m y around wet wellEll f 0 TO ACCEPT 4.60' O.D. (� C N " aulOmatk tmnsler switch - 730 PVC PIPE (STANDARD). �W r^ 1 T 12'x ITIOurvid 'Sv ' - .1 flat p .y, . w �' DUST COVER SUPPLIED QUICK DISCONNECT ASSY. vl ti O 1r > :. .: \ figure) .:•wall':. ^ d: ¢ 120 FOR SHIPMENT (NOT (304 5.5.) Q Q i _ ;;" - 5 u SUITABLE FOR BURIAL) r M T- "� inx�enlshetl ratle ( 1 .. e " ,0 710 SS.CAST BALL VALVE I Q 16LQ 'D �i ram r i� M.J. solid • �_ I _ cTR C 3'-6' . slacks w/ . NDTES 71/2' a' ft 45 w 1 1/4' DISCHARGE LINE c 9 III megalugs "' I- `(` 1, precast buildingshall be 10k12'xT-6", L � a 100 J (304 5.5.) 711 DIP Winfauxbrickfinish desert sand, r 90 - W AV PVC full loins DIP ---discharge pipe ( e _ = 40 --r N I without Boor manufactured by The Clear 1/2L 2 428th �- gravity- a o C1iECK �ALVE ^/ O 1 6' na.W.,..n..a v floor slab Flow Ca. or FCSA approved equal 1087mm l \� _ _ boot Influent- 1,1 35 g0 ,- NORYL D w/Icoier per bldg. manufacturer spec. 1- sae of opening > w 2 Interior and ceiling primed 3 for um station u w DISCH (4000 psi concrete) -III-I I:,:' boot I and painted: pump Q platform to be u = 30 7U ANTI -SIPHON VALVE Q _ a. primer resistant Pittsburg ALARM 1E1 provided I -III- P g PrnMded by ahand ) I CONTAINMENT Z p III -I 6603 or FCSA approved equal > z 60 o No (NORYL 42E' O O compacted! clean slam backfill manufacturer 9• > _ b. finish coenawhite. 100%acrylic v 25 ul sea note 3 3'%3'X3inlessminum angle �.Industrial( ) w ON 315° w/ stainless steel U bolo .. `� I -I I I- orROapprmd Pittsburg 9037. d 50 i ]2 ON J _ or FCSA approved equal 8 dia. without steps; with bituminous _ ';•''' 6•-10' 20 OFF Q -I 3. II9M and horn shall be Edwards model tOBed protest manhole coal on extortor , p � no. 50 R (light) and model no. 871 40 z 401 L - "•': entl-flotation collar, ',: ;. ,r, ,, �- '., :., - and rd mall approved equalThe switch _ 15 - ----. .._._._..- > 20.SIn 4200 - W minimum sire 1.X12'; -_ ""t. I antl ham shell haves menum aH switch eh. diameter manhole fat top (precaster to provide calculations tY min. 30 521mm 42Qnn 4. a gas tight seal must be, provided HOPE TANK O y to veiny correct also) I -I 4 1U 20 7) eLl 581eL1 1/2' NOMINALO GALLONLCAPACITY y��! i between pumping station base plate aL60NRfE1-1 Haiti IfLEP EPOI p�Ei F D mmp� -I IJ': :.':.:':' "0'`stone •', "'� and win well let top v 10 ~ PIPE TREAD TO'A'Y PIPE (SrAtd,l✓1) "1 < ra Z y i 12' iii NOTES: 0 3sa° OUR min. 5. wet well axceve0ed shall be backfllled Z; with clean atone and compacted 1. Access door shall be Halliday Products �- 0 0 S1 W424 or FCSA approved equal. 2. Access door to open away from vent ''I 5 _ _ -10 �L NSF SA ® NSF SA and when opened be perpendicular to I 3. Manufacturer will deal to specify which -10 20 SEMI -POSITIVE DISPLACEMENT TYPE PULP AD CH 10/20/10 C AD CAH 7/13/07 A 1/16 dimension is parallel to well and which I -30 EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CR BY CHK'D DATE ISSUE SCA -E CONCRETE BALLAST MAY BE REQUIRED DATE: JUNE 15, 201E wall. 1. WET WELL AND FLAT TOP TO BE INSTALLED WITH THIS PROJECT. one is perpendicular to wall. 5 ..............___._--.._- - SEE INSTALLATION INSTRUCTIONS n Br OK9 OA E SSE SCALE FOR DETAILS 2. FUTURE PUMPS, BUILDING, CONTROLS, ELECTRICAL, ETC, SHALL BE UNDER SEPARATE -20 40 • • SCALE: I DESIGN AND CONTRACT 50 CONCRETE BALLAST MAY BE REQUIRED 3. FLAT TOP SHALL HAVE HATCH AND VENT INSTALLED. SUCTION LIFT SEWER PUMP STATION 25 -60 SEE INSTALLATION INSTRUCTIONS p SYBTEM98 n ererelMs FILE NO. 0501 4. PUMP OPENING IN FLAT TOP SHALL HAVE TEMPORARY 3/8" THICKALUMINUM DIAMOND ��I I�����I FOR DETAILS MODEL DH152 / DR152 WET WELL COVER 0 z 4 6 a 10 12 14 16 in MODEL W52-93 / DR152-93 TREAD PLATE SECURED PER FREDERICK WATER INSPECTOR S REQUIREMENTS -35- FEB 09 DISCHARGE (Q), GPM DETAIL SHEET SHEET 10 OF 15 ESD 08-0022 REV. 2, 6/08 NA0052P02 NA0052PO4 y top of manhole at grade in pavement areas Z Q � W �'concrete wedg. Z Z Vents width CedainTeed Rexus 24' g un less otherwise directed (top shall be set 24" Z C asr ulretl manhole cover no. CDRU60EH anchor bolt -4 ea. tin�do ,,�" 24'min. 0 Ped ) Z Q Q min. above grade in undeveloped areas 2• adjustment ring wind g ..opening W U Q QQ 0 ale W W finished grade of butyljoint ancient an tap,.. Q Q W Q 6- dia. schedule 40 steel f'n pavement earth end bottom as necessary square skitl pa tl 6• Z pipe filed with concrete 3 thick wound Z Z ~ O ~ and Pained yellow i - 3Wx 2'b I C ti k'.w Valvoo, Inc. valve box assembly: treated 2k4° with top 6' Pointed! blue / manhole frame In uN Z W Z +',J' y \� ����� ����developed areasIlk joint sealant finished r;f Iltl: Figure No. 7 marked WATER' pl coupling (PJ X FIP) antl grade +YY./S'.. T 2' top section: Figure No. 7S26TO MIP plastic plug on 6'tall place I /\��\� ��\��\ / 6'stone 36' max. LV Q ti W CO, Q O } bottom section: Figure No. IBOB24 meter bon 24' T brace far, \�N 24' min. in undeveloped areas W £ W Z Z m Q V concrete pad and cover I bmcefwwaNr Jy = Q Q Q v O •:x i0 ;* s. 1'-6"Me. x6 -deep flnlshetl 18' \ adjustment rings O ?� Z Ur F 18°tlia. c'�' •` standard 3' cone \ sewer P (11. mal concrete f IIS 1'6 I�-36'��sidewalk��-36"-�-I section for 4' \ valve encasement I diameter manhole eL�' � 3/4"concrete anchor •°� C3 � O O � O ;: ??^ %' varies to ProPedY line finished \� �\/ 1/4'c dcrete finished!radO N I grade ;, brass nlPPle / -��� .�//� 4' g Iconcrete ASTMC-150 ... 'cFi: /'ii?i.. :� � 18'.21' motor! .�:'3: !� RP Xe FIP lever ball \ valuewater a����'V.'\\ have wet Pexterokofelroof c�aa8ng �� `�. ri BOLLARD DETAIL x 1 / 12" or 16' MPJ 9. stairs / 8•-10' Estona '38, \/ \/\ NOTE: brass nipple Weep holes shall not be subject to being Submerged. if roadway boz 2- mass FIR cap a, \�\ steel reinforcatl �a 1'nominals¢e butyl Installation is in an area having a high groundwater table, Me screw type 48' 8"-1P 48' 2'Ml P XFIR tory stop \ �j polypropylene steps joint sealant to ba Aulhoutys engineer shall be contacted for hydrant relocation. 2' brass nipple, r long ! i 3. Thin stone aatldle �� epPlietl on lower T service saddle surrcuntling \ Fi \ ledge of joint d box / ♦,,, ': ,,,,♦ loin) gasket shall be O 2-1 ry P 2'brass FlP ,x,xx ,x,x either o -tin or rofile O ,,,,, \ 9 P 48' 1' CT polyethylene \ l0 (q lq FIR Rol coupling Spoy ye e F- F lubin P 200 variable F- 12' 8 8 6 ♦,,,, Z Z Z with SS Inserts Ra salre block \ ""` ""` W W W coname Patl l'-6'tlia.xe'deep .�:.�45°'lir �riiiirr / ♦„s, '. ': ♦xxx♦ / 4'.0° as required at all connections (as requlretl b ck base 5° oto manhole finish \ Z s atl Pp I I � � per size) .......... P pipe ) connection sleeve O O O 2de O e It I Opposite e$tle 2' in.-8'max. PP "inion' b flexible sleeve �-r V U U m -24' Y clone saddle op (. �...� \\ stone y K Cl MIP/ P :ice e i invert channel to provides r -r W W W corpP P 3'-0'max E ebrre smooth tranaMOn In to out coupling copper erefo insulated T :..... _.. ::::.'::::::::::::::::::::. ::::::::::::.�::::::.�::::::::: :. > 4'0' max. ..... ......... ........................ .. ........... ............... 6........................................................................ for all connections �.: '2'-0'mex. W uped t 10 for line realsowing, stone W w_ w taped at 10 fool intervals 6 - screw rypa atljuslable valve box ;esx.; , > > stone to be 2' brass t j„. dia. . top as w w w ...... ....... ........ � � � � � � � � � � � � � � or invert or i :y.•k�o: .4d.;, ./ / / / / / / / / / / CCC 2' `3 4 tla. � .'.� same elevation as to minimum of 6' , �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. �/. /. / P valve box adaptor g�Izrout boltam to 1 .1of .................... above top of baso 2' brass weep hof fano channel a P P0 of of cxf locator marker ............. Same I .................... ................. .... ...... with 1/8' wee nine e e$tle w W W P a A.. sone d clow ni NOTES - titer i'ii::�i.:. Gstone lis,..<� 1. All in shutbe'odes in pp s e I 2'CTS polyethylene �. . � �' � �:" � •!.^' � w stone restrelnLs 2'ballvalve our 2. Forbreed sewer 4'orlassindiametennslallteain main (no sadtlle) ?; r, ... �� Oil Lubin PE . at P. INSTALLATION NOTES: - ' g (PET) P 2' brass ................................... mo ip 2' ate 3. Quick disconnect cam and groove)coupling° .�. .......... .. ......................................... w/ S$ Insects at all'.�:::..................................................................................... veNeO .coin nu[ LFxad location of meter box to be approved poor to Installation. a. coupling i0 bepolypropylene P 9 rW Pe 901 Cn ........................ .............. ............ .................................... connections 2' brass MIP 'scone �v�::�:::�:::�::::�::�::�:�:�::�:::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�::�:::�::::::::::::::�:: 2. Water service crossing street b. HIP X male adapter mate. with, .. .. ..... _. _ a, Encase In 3° toot bet nd sidewalk. PVC or SDR -21 pipe. The piping shell run from one foot beyond sidewalk, across Me c. female coupler %MIP ti street, to one foot beyond sltlewmk. 4. VeNe well be H -Tech, Inc. •-'� ti b. Install 12 gauge solid insulated copper wide (for line tracing) from corporation stop to Into the meter box [wrap wire a. water - Model 993 w/2' NPT connection n N (h mechaniwljoint around corporation stop; wide taped to of PET et lO foot Intervals; come into mater box; wraparound NOTES: 1. Manhole sections shell have an external coating mapprovetl polymer water proofing poor to installation. iv It with P P. Po P P b.sewer-Motle19865teel body w/2- NPT connection 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a extenor coming of sw a ee bottom of angle ball varied terminate with IT tall piece]. S. Brace shell be l-1/rXt-1/2'X3/16`aluminum angle iron w/u-bolt e'brench water Proofing. around elbow of valve P 1 Y 9 ........... ............ ............ 3. Final slope adjustment of manhole frame shall be b shims and non -shrink rout. .. g,�>qgt;.:„ :. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 4. Skid pad to be placed around manholes located in shoulders of mads. .. Irl....nY...n .: .s�. /:.� ...... Ifh height mink rt out dmf lour tem oris. Frame to be 4'in Insight 6. Flint shall be used e o e ou o s o less, :. ;Js;},1,'„'^'Lyt :::F`)`:[�: °::,,px'`110_(0::. sf'.;�1ZDp�:.ri:':: r:.�:.:$'X:B'.X..B:..... top 9 9 ...................... FriirriiirEiiirririi (i:ilii,''%'%r'�`:.':.'::'iiii iiiii?.F9:'tt' %%'i�;..... e. Thera shell bea0.20lost drop in elevation through the manhole. iriiirriir:5i::5rriii?::.ac::::::s......... {,�8y,.^rF't ................................... ...... 6/" x %Q', 3/4' AND 1" COMBINATION AIR RELEASE ti FIRE HYDRANT ASSEMBLY WATER MAIN FLUSHING ASSEMBLY METER INSTALLATION AND VACUUM -VALVE VAULT STANDARD MANHOLE Z -6- APR 09 -7- MAR 18 -6- FEB 09 -1I �- MAR 18 -T 5- FEB 09 EJONE SPD PUMP PERFORMANCE CURVE OPINIONS e DH 52 LESELH"H°cwa+rR�DOLs> 0MONS a ❑ DH 52 -`l IESfLH"'coffr s) FIELD JOINT REQUIRED ❑ ® rrti\ rr rr GRINDER PJMP, 1HP, 1725 RPM DRE52 (y/1 VEl wIRELEss �( 100 - --- - --- --- ---- ---- - zso FOR MODELS CONrna$) ❑ ®� u 5 - �) ALTERNATIVE SEWER PUMP AND O zzo GASKETED LID, HOPE TANK DESIGN MA Y BE LI 1 icrv`` 150 weft light bulbs precast building 95 ( paAfF ,ryT U weatherproof .1 cover (sea notes 182) ACCESS WAY VENT / (b6e note 3) 1 270 510Pf�AWAAYY FROM vibrating ham sD FREDERICK WATER FOR THE strobelight antl 1'.::1'en'•.•., .,�•: :'; ("..: t""""". 85 200 ST CONFECTOR HDPE ACCESSWAY SINGLE UNISEX BATHROOM C 1 1 \ RAIN RELIEF CO DUAL WALL, CORRUGATED pyo gB,,pE ti .... 1 �- 24'x24• 1S0 (seaccess notesI PO,NER/ALARM CABLE Q •'1 4- galvanized vent (see notest &2) 80 IOW PRE.SSIiRE SYSIEM DESIGN PRESSURE 8 CONDUCTOR W/O1D ~ C) .. -{ w/ screened L_ .-_ -__-_ _.- 180 W ` W y bdumol rope -exhaust lar, mushroom cap INTERNAL WELL VENT pump station 1/r tlia.rbofisc P 75 170 2.0* DIA. Q O C joint sem coesxT FncTo6r E/ONE EQUALIZER control panel anchor bons mein system emenclosur ro7 15.11 .0 Fil r^ (sae note a) 70 _ _-- _.-_ ors iusai efiotPiws' - 160 U vl (4 ea.) alarm s tem enclosure 0 cast -In-place floor meter socket ELECTRICAL QUICK DISCONNECT - z aushmwel well- 4• g5 - - 750 NEMA 6P (EQD) r prevlde 1/2'4r G 31/2"COMER Cn �I 4. elnstomedc joint telephone lntednce t 740 INET, GROMMET DISCHARGOE4 55�' FPT o srIWERf m y around wet wellEll f 0 TO ACCEPT 4.60' O.D. (� C N " aulOmatk tmnsler switch - 730 PVC PIPE (STANDARD). �W r^ 1 T 12'x ITIOurvid 'Sv ' - .1 flat p .y, . w �' DUST COVER SUPPLIED QUICK DISCONNECT ASSY. vl ti O 1r > :. .: \ figure) .:•wall':. ^ d: ¢ 120 FOR SHIPMENT (NOT (304 5.5.) Q Q i _ ;;" - 5 u SUITABLE FOR BURIAL) r M T- "� inx�enlshetl ratle ( 1 .. e " ,0 710 SS.CAST BALL VALVE I Q 16LQ 'D �i ram r i� M.J. solid • �_ I _ cTR C 3'-6' . slacks w/ . NDTES 71/2' a' ft 45 w 1 1/4' DISCHARGE LINE c 9 III megalugs "' I- `(` 1, precast buildingshall be 10k12'xT-6", L � a 100 J (304 5.5.) 711 DIP Winfauxbrickfinish desert sand, r 90 - W AV PVC full loins DIP ---discharge pipe ( e _ = 40 --r N I without Boor manufactured by The Clear 1/2L 2 428th �- gravity- a o C1iECK �ALVE ^/ O 1 6' na.W.,..n..a v floor slab Flow Ca. or FCSA approved equal 1087mm l \� _ _ boot Influent- 1,1 35 g0 ,- NORYL D w/Icoier per bldg. manufacturer spec. 1- sae of opening > w 2 Interior and ceiling primed 3 for um station u w DISCH (4000 psi concrete) -III-I I:,:' boot I and painted: pump Q platform to be u = 30 7U ANTI -SIPHON VALVE Q _ a. primer resistant Pittsburg ALARM 1E1 provided I -III- P g PrnMded by ahand ) I CONTAINMENT Z p III -I 6603 or FCSA approved equal > z 60 o No (NORYL 42E' O O compacted! clean slam backfill manufacturer 9• > _ b. finish coenawhite. 100%acrylic v 25 ul sea note 3 3'%3'X3inlessminum angle �.Industrial( ) w ON 315° w/ stainless steel U bolo .. `� I -I I I- orROapprmd Pittsburg 9037. d 50 i ]2 ON J _ or FCSA approved equal 8 dia. without steps; with bituminous _ ';•''' 6•-10' 20 OFF Q -I 3. II9M and horn shall be Edwards model tOBed protest manhole coal on extortor , p � no. 50 R (light) and model no. 871 40 z 401 L - "•': entl-flotation collar, ',: ;. ,r, ,, �- '., :., - and rd mall approved equalThe switch _ 15 - ----. .._._._..- > 20.SIn 4200 - W minimum sire 1.X12'; -_ ""t. I antl ham shell haves menum aH switch eh. diameter manhole fat top (precaster to provide calculations tY min. 30 521mm 42Qnn 4. a gas tight seal must be, provided HOPE TANK O y to veiny correct also) I -I 4 1U 20 7) eLl 581eL1 1/2' NOMINALO GALLONLCAPACITY y��! i between pumping station base plate aL60NRfE1-1 Haiti IfLEP EPOI p�Ei F D mmp� -I IJ': :.':.:':' "0'`stone •', "'� and win well let top v 10 ~ PIPE TREAD TO'A'Y PIPE (SrAtd,l✓1) "1 < ra Z y i 12' iii NOTES: 0 3sa° OUR min. 5. wet well axceve0ed shall be backfllled Z; with clean atone and compacted 1. Access door shall be Halliday Products �- 0 0 S1 W424 or FCSA approved equal. 2. Access door to open away from vent ''I 5 _ _ -10 �L NSF SA ® NSF SA and when opened be perpendicular to I 3. Manufacturer will deal to specify which -10 20 SEMI -POSITIVE DISPLACEMENT TYPE PULP AD CH 10/20/10 C AD CAH 7/13/07 A 1/16 dimension is parallel to well and which I -30 EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CR BY CHK'D DATE ISSUE SCA -E CONCRETE BALLAST MAY BE REQUIRED DATE: JUNE 15, 201E wall. 1. WET WELL AND FLAT TOP TO BE INSTALLED WITH THIS PROJECT. one is perpendicular to wall. 5 ..............___._--.._- - SEE INSTALLATION INSTRUCTIONS n Br OK9 OA E SSE SCALE FOR DETAILS 2. FUTURE PUMPS, BUILDING, CONTROLS, ELECTRICAL, ETC, SHALL BE UNDER SEPARATE -20 40 • • SCALE: I DESIGN AND CONTRACT 50 CONCRETE BALLAST MAY BE REQUIRED 3. FLAT TOP SHALL HAVE HATCH AND VENT INSTALLED. SUCTION LIFT SEWER PUMP STATION 25 -60 SEE INSTALLATION INSTRUCTIONS p SYBTEM98 n ererelMs FILE NO. 0501 4. PUMP OPENING IN FLAT TOP SHALL HAVE TEMPORARY 3/8" THICKALUMINUM DIAMOND ��I I�����I FOR DETAILS MODEL DH152 / DR152 WET WELL COVER 0 z 4 6 a 10 12 14 16 in MODEL W52-93 / DR152-93 TREAD PLATE SECURED PER FREDERICK WATER INSPECTOR S REQUIREMENTS -35- FEB 09 DISCHARGE (Q), GPM DETAIL SHEET SHEET 10 OF 15 ESD 08-0022 REV. 2, 6/08 NA0052P02 NA0052PO4 LANDSCAPING DATA I Parking Lot Data Trees Requirement Calculation 1 Parking Stalls 1 per 10 Stalls 239/10 = 24 i Impervious Area to 100,000 sf I per 2,000 sf 100, 000/2000 = 50 Impervious Area over 100,000 sf I per 5, 000 sf 15,287/5000 = 3 77 Green Area in Lot I 5% of 91,371 = 4,569 sf I 5,188 sf = 6% provided j Parking and Site Trees Symbol Common Name Botanical Name Planting Size Mature Quantity _ Height or Caliper Height _ X X — K �- X ._.,_ X _ % _..-- X —^. X _� X— %...._. OW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ 77 Buffer Vegetation 150' TREES, SHRUBS, & FENCES ARE NOT ALLOWED WITH ANY FREDERICK WATER EASEMENTS TREAT WITH WATER SEALANT. TYPICAL 36" TALL PICKETS INSTALLED ON 4'X4'X5' TREATED POSTS SET 24" DEEP. HEADLIGHT SCREENING FENCE DETAIL N. T. S, Prune out any dead or Planting Size Mature broken f nc&,, .mo. Symbol Common Name Botanical Name Quantity 2-3' mulch Set top of roof ball J �> Height Height ►t GA Giant Arborvitae Thuja 6 50'-60' 28 JZ Japanese Zelkova Zelkova Serrata 6' 15'+ 5 (.4�"..•l TOTAL 33 TREES, SHRUBS, & FENCES ARE NOT ALLOWED WITH ANY FREDERICK WATER EASEMENTS TREAT WITH WATER SEALANT. TYPICAL 36" TALL PICKETS INSTALLED ON 4'X4'X5' TREATED POSTS SET 24" DEEP. HEADLIGHT SCREENING FENCE DETAIL N. T. S, CONTAINER GROWN SHRUB Pr . out arty dead �' hrvkwn Dronch•e. I tape, labeb. nv, etc /ram mu/ of top of root ba// vol to or 1-2' prod°, TWbudap BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (Nor TO SCALE) Prune Wdomrnnnt �� rob rr Remo. fop° aro Cut away all balOng ropes Remo. fop of Biro basket oo Wr prune termrnal .. leader ar brmrch fits P . narrow catch Onp/ee d' Mter spouts -Prune broken bromh. Prune suckers 2'-3' mulch kept /awvy from trunk Shc he/ to ;-canroln water I I I 1 I 1 I 1 r tri i� i ""^..""".•.,,,�_ `' E '\ F E \. E E �."'^.,,,._ E �"`•."•�-.,,,� c a %I I��, •�......,.•,-,``���`�� F „"•. \ EE\ EE` EE \ \ EE \ E .\ E \- FF�CF �rT `� 36 Tq \ •."+...`��`_ '�"", E ..,.,,.- E `EE �,,,,.- F \. EE E -'.-.. F HFADUG�� OPgPUF \ ~` � 6 \ / 100' 0' 100' GRAPHIC SCALE A ® k \ ~`x a .;,,.. •' / ) \ Eoek/nl sol/ 1 ( / LANDSCAPING NOTES . r.. Pordclb, baCK11. Wow N'oen and`r,�°e� "'° 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations "°"° " Wall °vck "`� and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. aea for wafer 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample lf•riora �,� ," ad droimrpe toga roots and be well branched. ae I.talWed) 3. The planter shall guarantee al/ plants for one year. be'er °° poobb / ewb .11 pedestal - d° �t 4. Landscaper shall use shredded mu/ch in all planting beds and around trees. Tags from each plant will be dip deeper than ball depM provided to the owner. Drp hale 2-J dross root ball width � 5. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 6. All planting shall conform to with § 165-203, 01B of the Frederick County Zoning Ordinance. (Plant selection, TREE PLANTING DETAIL planting procedures, and maintenance). (Nor To SCALE) 7. See § 165-202.01D(13) of the Frederick County Zoning Ordinance for parking lot landscaping requirments. . III: lIO I� �k '_- Prune out any dead or broken f nc&,, .mo. all taps, ktb , ,fdnp :to, W., from plan. 2-3' mulch Set top of roof ball J �> / equal to or I -Y abo. proal. iyRemo. p N Wnfalrror, ux ,. f• �• :YI(':.i '. ,�f v7 shop ��^ fo make IWr ire -i Cl/te f1M 0L ~ (1 M1'C::'� o/ ball aM cut o i (.4�"..•l 174-xf bottom of boob, too.compacted W : v i..!'F roots. CONTAINER GROWN SHRUB Pr . out arty dead �' hrvkwn Dronch•e. I tape, labeb. nv, etc /ram mu/ of top of root ba// vol to or 1-2' prod°, TWbudap BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (Nor TO SCALE) Prune Wdomrnnnt �� rob rr Remo. fop° aro Cut away all balOng ropes Remo. fop of Biro basket oo Wr prune termrnal .. leader ar brmrch fits P . narrow catch Onp/ee d' Mter spouts -Prune broken bromh. Prune suckers 2'-3' mulch kept /awvy from trunk Shc he/ to ;-canroln water I I I 1 I 1 I 1 r tri i� i ""^..""".•.,,,�_ `' E '\ F E \. E E �."'^.,,,._ E �"`•."•�-.,,,� c a %I I��, •�......,.•,-,``���`�� F „"•. \ EE\ EE` EE \ \ EE \ E .\ E \- FF�CF �rT `� 36 Tq \ •."+...`��`_ '�"", E ..,.,,.- E `EE �,,,,.- F \. EE E -'.-.. F HFADUG�� OPgPUF \ ~` � 6 \ / 100' 0' 100' GRAPHIC SCALE A ® k \ ~`x a .;,,.. •' / ) \ Eoek/nl sol/ 1 ( / LANDSCAPING NOTES . r.. Pordclb, baCK11. Wow N'oen and`r,�°e� "'° 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations "°"° " Wall °vck "`� and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. aea for wafer 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample lf•riora �,� ," ad droimrpe toga roots and be well branched. ae I.talWed) 3. The planter shall guarantee al/ plants for one year. be'er °° poobb / ewb .11 pedestal - d° �t 4. Landscaper shall use shredded mu/ch in all planting beds and around trees. Tags from each plant will be dip deeper than ball depM provided to the owner. Drp hale 2-J dross root ball width � 5. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 6. All planting shall conform to with § 165-203, 01B of the Frederick County Zoning Ordinance. (Plant selection, TREE PLANTING DETAIL planting procedures, and maintenance). (Nor To SCALE) 7. See § 165-202.01D(13) of the Frederick County Zoning Ordinance for parking lot landscaping requirments. . III: lIO I� �k '_- Ili'II�It IIt _ E I \ ` \e,�� r \ � F ..,,,� F .,,..,, FE ��'.,' E .-,.,,• F �"^� F ..� I i I I� IY I � — "--_.._.._.-�..�_ / s E\ E\ E F✓i 1 I Oti 0 Ln w • l (illi(/®��(7� ©e, ".�,. .'�Ic,. t � /Ell 1; E -�._ E "_ p u� E _.- E -�- E --...- 2, / _ • \ >� //Y • STT"" "' .-.`' 1/ )/�' rl i �I 1 I x E : E E -_ [ E E .-_ E i'rr-''ifs°--�`''g~.�.'_✓,,, ^'/ __..-.,-"'-''-- l�ff i x I / 1 I � -_- - eon c 10 I ❑ f no I 1 tt13x �1 ZN d, U)m O O y7 u) y�20 WVO� pLLJ Z�\nQgtia cc W W m O O i -z6 �U,y¢Z�:�zU) aZY�i W ¢'�2 W Zf W m¢O tiL�ti��z� C��OOyN DATE: JUNE 15, 2018 SCALE: 1"=100' FILE NO. 0501 SHEET 11 OF 15 i /n LL �> V o •°' p N Y yC6 c co C3 W 0L ~ (1 0 0 0 6 2 � � W H M.2 L0 � Q 0 W \ iii `° N NW na ii ❑ m - LL Z m U EL3 Ili'II�It IIt _ E I \ ` \e,�� r \ � F ..,,,� F .,,..,, FE ��'.,' E .-,.,,• F �"^� F ..� I i I I� IY I � — "--_.._.._.-�..�_ / s E\ E\ E F✓i 1 I Oti 0 Ln w • l (illi(/®��(7� ©e, ".�,. .'�Ic,. t � /Ell 1; E -�._ E "_ p u� E _.- E -�- E --...- 2, / _ • \ >� //Y • STT"" "' .-.`' 1/ )/�' rl i �I 1 I x E : E E -_ [ E E .-_ E i'rr-''ifs°--�`''g~.�.'_✓,,, ^'/ __..-.,-"'-''-- l�ff i x I / 1 I � -_- - eon c 10 I ❑ f no I 1 tt13x �1 ZN d, U)m O O y7 u) y�20 WVO� pLLJ Z�\nQgtia cc W W m O O i -z6 �U,y¢Z�:�zU) aZY�i W ¢'�2 W Zf W m¢O tiL�ti��z� C��OOyN DATE: JUNE 15, 2018 SCALE: 1"=100' FILE NO. 0501 SHEET 11 OF 15 i `xDO In to FENCING NOTE: x mN L 1. BACK STOP FENCE DESIGN PROVIDED PARKS AND RECREATION ATTACHED TO THIS SHEET BY RUCKMAN ° r' ¢._ o Cm ENGINEERING SHALL BE UTILIZED FOR BALLFIELDS 1 THRU 4. SAME DESIGN SHALL BE USED FOR BALLFIELD �/ ) y m #5, ONLY 12' TALL. (� m m m 00 In C,o0 2. THE PERIMETER FENCING AROUND FIELDS 1-4 SHALL BE 9-GAUGE CHAINLINK, 8' TALL, WITH A TOP RAIL, M U) AND A CABLE AT THE BOTTOM. UJ IMM oaIt 3. THE FENCING AROUND BALLFIELD #5 (TEE BALL FIELD) SHALL BE 9-GAUGE CHAINLINK, 6' TALL, WITH115 ¢5 e r o / TOP RAIL, ANDACABLEATTHEBOTTOM. as B2 s.o A2 I Q ¢ t, � �� DO > /� - - i �X 1 LL X� a " °� Z rir so m C3 � i i � a 3 �s / o s 8D'-0' TOTAL TO MATCH EXISTING SEMICIRCLE PATTERN 1 o Al j 80' 0' 80' B34-0 1 5/8'0 RAIL PIPE (50 KSIID \ I'® WELDED BOTH ENDS GRAPHIC SCALE v • BALLFIELD 2 o O BALLFIELD 1 I B1 ( • ,9 GA. x 2 1/4314/ iso O h I it MESH (TOP IT) { 1 1 / D Cl A3 l MUSCO LIGHTING N OR EQUIVALENT yoo C4 C6 /� -- G/ m �O LIGHT POLES TO BE EITHER STEEL OR CONCRETE 6 GAS x 2 1/4' MESH kA (BOUGH 10') y� \ J SITE CONTRACTOR SHALL COORDINATE WITH zso 5 f t� ¢ O M �Q LIGHTING CONTRACTOR FOR POLE BASE AND A4 PLACEMENT o ( ( WOO W wars" BALLFIELD 3 U B4LTI o i o a o ( SHALE GROUND ^ ` 7, I Z Q S LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING — I W Chi S W m O O `0 ORDINANCE § 165-201.07 z a W 1TPllFiEI7(3PLKStO 1 I 23IZtipL All outdoor lighting fixtures shall be designed, shielded, aimed, \ ( ( 5 un a i LQ RUCKMAN ENGINEERING, PLC Sao-sr8-rz rs located and maintained to shield adjacent properties and to not £ E _ A6 3s.o `� I £ (6�� o 22-B RICBBTTS DR., WINCHESTER, VIRGINIA 22601 _ , produce glare onto adjacent properties or road nights-of-way. ` e £ £ ` £ �o ( I o o CZ z x m m o FREDERICK COUNTY PARKS & RECREATION Parking lot fixtures and light fixtures on buildings shall be C6 I z o x SHERPNDU PARK - FREDERICK COUNTY, VIRGINIA fU/I-CUCOff fiXLUreS. I O Ll fJ 0 O C £ 680 I SOFTBALL FIELD BACKSTOP DETAIL �i 0 L - a "+,. �1 E \• e `- e ��"'^` £-� \\ I I N 51EPPfIDWAWt-6x'.IRTO' £ �^a„ ^-`�-e Building-mounted or wall-pack lighting fixtures shall not be £ £ £ E 4 mounted more than 25 feet above the finished grade of the building. These fixtures shall be shielded (full-cutoff) so that the £ £ £ A6 light source is not visible from adjacent properties or road rights-of-way. Non-cutoff wall-pack lighting fixtures shall not be t permitted. e £ £ _e £ �• B6 i\+\` `` I I In zzF- so 68 £ •� ` �; I I p o00 E 1 UUU LLJ 60, OUTDOOR LIGHTING IS REQUIRED TO BE TURNED OFF NO LATER THAN 11:00 PM PER FREDERICK COUNTY ZONING ORDINANCE E E §165-201.07. F.2 C9 £ a. / e ` £ I E _ E rn rn BALLFIELD 4 7 f ,� 7£ E E E r ' l I C7 B LFIELD 5 ,o iso C8PO f HUBBELL WP-1 FULL CUT-OFF MODEL # WP2CH175QT J LQ / Q pe WALL PACK LIGHT DETAIL 1 / OR EQUIVALENT --pe SLI 11 i� p 1 �I J 1 Q 1 C) LLJ LLJ »� DATE: JUNE 15, 2018 ! ! SCALE: 1"=80' FILE NO. 0501 WALL PACK LIGHTING WITH GLARE SHIELDING SHEET 12 OF 15 LIGHT POLEHT MTG. HT. #FIXTURES WATTAGE Al 60' 60' 2 1150 A2 60' 60' 2 1150 A3 70' 15%70' 114 575/ 1150 A4 70' 15%70' 114 575/ 1150 AS 70' 15%70' 114 575/ 1150 A6 70' 15%70' 114 575/ 1150 81 60' IS%60' 115 575/ 1150 82 60' IS%60' 1 / 5 575/ 1150 83 70' IS%70' 1 /7 575/ 1150 B4 70' I S%70' 117 575/ 1150 85 70' ZS%70' 117 575/ 1150 B6 70' I S%70' 117 575/ 1150 B7 60' ZS%60' 115 575/ 1150 B8 60' ZS%60' 115 575/ 1150 CZ 60' ZS%60' 3/4 575/1150 C3 70' IS%70' 2/ 5 575/ 1150 C4 70' ZS%70' 215 575/ 1150 CS 70' 15'/70' 2/5 575/ 1150 C6 70' IS%70' 2/5 575/1150 C7 60' IS%60' C8 30' 30' 2 575 C9 30' 30' 2 575 E & S CONTROL STANDARDS E & S CONTROL NARRATIVE SYMBOL E& S DEVICE SOILS MAP - 1 It QUANTITY LO CE CONSTRUCTION ENTRANCE 1 each CM ¢ u0. O L Project Description 1. Permanent or temporary soil stabilization shall be applied to denuded F 0 o) areas within seven days alter final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to This site is located north of Stephenson Road and east of CSX Railroad in TEMPORA R V SEDIMENT BASIN LCG o 2 LIMITS OF CLEARING & GRADING 22 ac � ♦♦ - o V A/ v denuded areas that may not be at final grade but will remain dormant for Stephenson, Virginia. The purpose of this plan is to grade the site for ballfields, N iii �u� _ (0 ccoo longer than 30 days. Permanent stabilization shall be applied to areas that parking lots, internal roads, and utilities. PS PERMANENT SEEDING f i 8 ac 0 00 Co W CL o 0 are to be left dormant for more than one year. Disturbed Area = 27 acres CSX ID v v 2. construction of the project, soil stockpiles and borrow areas shall Existing Site Conditions Wet Storage Required = 48,843 cu. ff. Dry Storage Required = 48,843 cu, ft. 3 2 C RR RIP -RAP f300 cuyd LUul - S S During be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporaryprotection and permanent stabilization of This site has been a hayfield for decades recently Frederick Countybegan Pond Volume Provided= 97,686 cu. ff. � INLET PROTECTION GL 3each IT O U) co a// soil stockpiles on site as well as borrow areas and soil intentionallyconstruction of a citizen's convenience site which includes road and entrance W w N transported from the project site. improvements. This plan expands the area of construction to include park and OP OUTLET PROTECTION 3each o n a n 3. A permanent vegetative cover shall be established on denuded areas not recreational amenities that will be dedicated to the County. All of the stormwater runoff drains to Hot Run on the north side of the that eventually joins 609.0' TOP ¢ 00 c7 v, otherwise permanently stabilized. Permanent vegetation shall not be property 3 3 `t DD DIVERSION DIKE 640 ft Z t considered established until a ground cover is achieved that is uniform, into Opequon Creek. 100 yr ELEV=608.1 ' 6 C m° mature enough to survive and will inhibit erosion. GRATE TOP=604.5' 0 Adjacent Parcels SB SEDIMENT BASIN 1 each 4. Sediment basins and traps, perimeter dikes, sediment barriers and other 604.00' ti measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream The adjacent parcels are large lot agriculture properties, a trailer park, and a h DRY STORAGE = 58, 672 cu, ft. 603.00' SF WIRE SUPPORTED SILT FENCE 500' land disturbance takes place. small residential lot. 3 2 5. Stabilization measures shall be applied to earthen structures such as Soils Place rip -rap around the base and a layer of #57 over the rip -rap. Contractor is responsible for maintaining the structure CODE SOIL NAME 3 3 HYDROLOGIC dams, dikes and diversions immediately after installation. and inspecting alter each rainfall. 599.00 - 4 perforated siphon GROUP 6. Sediment traps and sediment basins shall be designed and constructed This f70 acre lot contains five soil types determined from the USDA's 'Soils "The 600.25' o 5C CARBO SILT LOAMS C based upon the total drainage area to be served by the trap or basin. Survey of Frederick County, VA. first is (#SC) along the eastern side which WET STORAGE = 54, 989 cu. ff. e sf trap be 134 s Carbo silt looms. The second is #7C Carbo Oaklet Rock OutcropComplex, third and fourth are (#32B) & (#32C) Oaklet silt loams, and finally the fifth is \ \ / /�� � / �� Pah e�so�� 6C CARBO -OA KLET SILT LOA MS C a. The minimum storage capacity of a sediment shall cubic drainage the trap drainage Pagebrook loam that follows the The \� �� \� �� \� ° / ado yards per acre of area and shall only control areas less than three acres. (#34) silt wet/ands, railroad, and stream. j //�/�� 595. 0' 24 HDPE 596.00' % ' % / - soils for this project are highly karst in nature and areas of sinkholes and cavern may be present. There will be blasting and grading. Typical erosion and sediment CARBO-OAKLET ROCK OUTCROP C �5 B b. Surface runoff from disturbed areas that e comprised b flow from drainage than to three be by control features such as a sediment basin and berms are adequate for this 0 � 328 DAKLET SILT LOAMS C NIA GZ d areas greater or equal acres shall controlled These have Desi 7 C �Q m p J a sediment basin. The minimum storage capacity of a sediment basin environment. soils medium erodibility and runoff b f Remove sediment from the wet storage area a ore it reaches a depth of 12': The pond n r i 4 oo yy shall be 134 cubic yards per acre of drainage area. The outfall system the structural integrity of the basin during a Erosion Control Program area is to be excavated for the sediment basin, banks will be 5:1. 32C OAKLET SILT LOAMS C _ "'\ d shall, at a minimum, maintain be twenty-five year storm of 24-hour duration. Runoff coefficients used in o� � runoff calculations shall correspond to a bare earth condition or those to the basin is .Install construction entrance with wash rack PIPE 0 U TL E T CONDITIONS �2iy0 conditions expected exist while sediment utilized. . Install sediment basin 7. Cut and fill slopes shall be designed and constructed in a manner that • Install diversion dikes VNGyOD will minimize erosion. Slopes that are found to be eroding excessively . Install the inlet and outlet protections A within one year of permanent stabilization shall be provided with additional o Grade site and seed all exposed surfaces immediately upon reaching final grade slope stabilizing measures until the problem is corrected. C) General Erosion and Sediment Control Notes (VESH Table 6-1 3d o (MIN.) A � y ¢ g x- a (� 8. Concentrated runoff shall not flow down curt or fill slopes unless W Q, � W m o 0 contained within an adequate temporary or permanent channel flume or slope drain structure. ES 1. Unless otherwise indicated, all vegetative and structural erosion and sediment Q x o o (6 Q1 3 control practices will be constructed and maintained according to minimum d `? -T z ti o � 9. Whenever water seeps from a slope face, adequate drainage or other standards and specifications of the Virginia Erosion and Sediment Control Handbook F v c c¢; v Ln , protection shall be provided, and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. PIPE OUTLET TO 1W WELL W F W QD W Chi 10. All storm sewer inlets that are made operable during construction shall TEMPORARY DIVERSION DIKE DEFINED CHANNEL O ti o o z m a o 1 Q be protected so that sediment -laden water cannot enter the conveyance ES 2. The plan approving authority must be notified one week prior to the Pre -construction conference, one week prior to the commencement of land PLAN VIEW z z o o z z v o 0 0 'n N system without first being filtered or otherwise treated to remove sediment. disturbing activity, and one week prior to the final inspection. 11. Before newly constructed stormwater conveyance channels or pipes are Compacted Soil L a made operations., adequate outlet protection and any required temporary ES -3. All erosion and sediment control measures are to be placed prior to or as or permanent channel lining shall be installed in both the conveyance the first step in clearing. channel and receiving channel. 18 O % 12. When work in a live watercourse is performed, precautions shall be ES -4. A copy of the approved erosion and sediment control plan shall be min. -Flow taken to minimize encroachment, control sediment transport and stabilize maintained on the site at al/ times. _ d F U) F the work area to the greatest extent possible during construction. Nonerodible be for the construction of causeways and land disturbing in than indicated w w w material shall used Y ES -5. Prior to commencing activities areas other g 9 SECTION A -A cofferdams. Earthen fill may be used for these structures if armored by on these plans (including, but limited to, off-site borrow or waste areas), the IMIWillR011111LMI�L"IIIIWdIMFILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER 0 0 0 0 nonerodible cover materials, 13. When a live watercourse must be crossed by construction vehicles more contractor shall submit a supplementary erosion control plan to the owner for review and approval b the lana approving authority. pp y p pp g y NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 4.5' min. BASKET, OR CONCRETE. n LU U w U w w U w w 5 S than twice in any six-month period, a temporary vehicular stream crossing 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED constructed of nonerodible material shall be provided. ES -6. The contractor is responsible for installation of any additional erosion control USING PLATES 3.18-3 AND 3.18-4. measures necessary to prevent erosion and sedimentation as determined by the 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT a a a 14. All applicable federal, state and local regulations pertaining to working plan approving authority. LESS THAN 6 INCHES. in or crossing live watercourses shall be met. SOURCE: VA. DSWC PLATE 3.09-1 Source: Va. DSWC Plate 3.18-1 15. The bed and banks of a water course shall be stabilized immediately ES -7. All disturbed areas are to drained to approved sediment control measures at SILT FENCE after work in the watercourse is completed. all times during land disturbing activities and during site development until final ^ N M Underground utility lines shall be installed in accordance with the stabilization is achieved. (WITH WIRE SUPPORT) ROCK CHECK CK DAM S T ONE CONS TR UCTION ENTRANCE following standards in addition to other applicable criteria: fol ES -8. During dewatering operations, water will be pumped into an approved a. No more than 500 linear feet of trench may beop opened Y filtering device. 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 2 ACRES OR LESS OF DRAINAGE AREA: TRENCH UPSLOPE ALONG THE LINE 70' MIN. EXISTING b. Excavated material shall be placed on the uphill side of trenches. ES -9. The contractor shall inspect all erosion control measures periodically and OF POSTS. A 3, PAVEMENT after each runoff -producing rainfall event. Any necessary repairs or cleanup to 6 5:1 c. Effluent from dewatering operations shall be filtered or passed through device, both, discharged in maintain the effectiveness of the erosion control devices shall be made �BERM an approved sediment trapping or and a manner that does not adverse/ affect flowing streams or off site Y g property. immediately. i/ J 3 6" MIN. A FILTER CLOTH OPTIONAL> 7SIDE / f FILTER CLOTH d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or I �/ / , 1 ( (OPTIONAL) E L E V AT I 0 N Z modify these erosion and sediment control measures during the construction _ ` - ,/ - I I I DOWNSTREAM VIEW ( ) EXISTING GROUND 11 11 ,, e. Restabilization shall be accomplished in accordance with these P regulations. process, within reason, to ensure adequate protection to the public and /� } /� I / / 70' MIN. g a kZ f.Applicable safety regulations shall be complied with. environment r = r I_ VDOT #1 B 10' MIN. W J Q J � W COARSE AGGREGATE (OPTIONAL) OPTIONAL z 17. Where construction vehicle access routes intersect paved or public U Q Z La roads, provisions shall be made to minimize the transport of sediment by FLOW III III FLOW ~ vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned - -- 4" 10' MIN. 12' MIN. EXISTING W _ 1 Z thoroughly at the end of each day. Sediment shall be removed from the PAVEMENT O o � V J roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. �� C) W ~ \ (~j� O VDDT #1 POSITIVE DRAINAGE 10' MIN. U� development lots as well as to larger land disturbing activities. 2-10 ACRES OF DRAINAGE AREA: I COURSE AGGREGATE B TO SEDIMENT ¢ �1 W S Z be TRAPPING ➢EVICE I Q L 18.A1/temporary erasion and sediment control measures shall removed within 30 days after final site stabilization or alter the temporary measures MUST EXTEND FULL WIDTH W :;.,: OF INGRESS AND EGRESS O are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the , , �j PLAN VIEW W O disposition of temporary measures shall be permanently stabilized to _ _ Y. ;.::•,. 6" 12' MIN. l revent further erosion and sedimentation. / 1� 19. Properties and waterways downstream from development sites shall be P YFILTER / III / ^^` , t, I I 3' CLOTH 3" MIN. Q protected from sediment deposition, erosion and damage due to increases %Y / in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following G�� / - I - FLOW r (OPTIONAL) 3" MIN. W Z standards and criteria: / / (DOWNSTREAM VIEW) FILTER CLOTH SECTION A -A VDOT #1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. COARSE AGGREGATE r.. FILTER FABRIC FLOW 3, DATE: JUNE 15, 2018 SCALE: 1"=60' _- FILE NO. 0501 -� CLASS I RIPRAP REINFORCED CONCRETE DRAIN SPACE SECTION 13-13 SHEET 13 OF 15 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, OPIATE. 3.05-1 Shemood & Tyad I SOURCE: VA. DSWC PLATE. 3.2071 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control and Va. DSWC — x— x— x— x--- x— x— x ------- - x— x— x---_- x— x --- x— x CONSERVATION AREA THE 10.0 -ACRE AREA DENOTED BY HATCHING IS DESIGNATED ASA CONSERVATION AREA FOR PURPOSES AS A BMP, PROTECTION OF EXISTING WETLANDS, STREAM PROTECTION, AND HABITAT FOR WILDLIFE. GRADING, MOWING, FERTILIZING, AND SPRAYING OF INSECTICIDES OR HERBICIDES IS RESTRICTED. DISTURBANCE OF THE GROUND AND VEGETATION FOR PLACING AND MAINTAINING UNDERGROUND UTILITIES IS ALLOWED PROVIDED THE SURFACE IS RETURNED TO ITS NATURAL STATE. au s. --t=- %— + ---�` --- "�---�;�.w-- ;`--- ---n-- ;F -moi — — ;e—ri----- x~—x X_ x 1 -- -- ----- _ OUTLETPROTECTION /// �� r•� — \ f �� £ —/ "^ �� ---•� f \ f E ,.,� f E .� E `a..`� ®� ,7J� CE ~�'�-.,,�``� ` E `` E _' FE '®--• F .,,,�` F ....�,,.. E �Y `'^"..,ti.�l \\ 'P"Og`,arj �'�� i ! / ""`.` ``-- f ".�` F ~••'"� F "\ £ ^\ E "'.'^..-...,` \ "-� Qisrs, IP 80' 0' 80' GRAPHIC SCALE i ,� se r Q8 "w /y /9 �y /y �y �y S \ x \ � t � k � + CE x c • 1 IP x f E ff x E- Ilx I11 jx DIA. LENGTH —10 -YR Sloe Velocity WIDTH A LENGTH WIDTH B STONE OP -1 24" 45' 13.96 cfs 2.00% 5.4 ft/s 6' 10' 12' 6" OP -2 15" 280' 3.92 cfS 1.07% 4.03 ft/s 3.75' 8' 12' 6" OP -3 15" 40' 0.55 cfs 1.17% 4.04 ft/s 3.75' 8' 12' 6" OP -4 15" 100' 0.86 cfs 0.20% 2.45 ft/s 3.75' 8' 12' 6" £ —/ "^ �� ---•� f \ f E ,.,� f E .� E `a..`� ®� ,7J� CE ~�'�-.,,�``� ` E `` E _' FE '®--• F .,,,�` F ....�,,.. E �Y `'^"..,ti.�l \\ 'P"Og`,arj �'�� i ! / ""`.` ``-- f ".�` F ~••'"� F "\ £ ^\ E "'.'^..-...,` \ "-� Qisrs, IP 80' 0' 80' GRAPHIC SCALE i ,� se r Q8 "w /y /9 �y /y �y �y S \ x \ � t � k � + CE x c • 1 IP x f E ff x E- Ilx I11 jx z Lu I� Q p 2 CQi Z O OQ O C 2 Lij (j cc T p Im 0 LQ H 0 OO O z��z�crU 4 Z V W kn W Q O ELLJ CK 2 Z 2 m O V Q Q O tiLL jZU Z � = Z V D O O y N Iti V cr Lu C Ltj J J QJ W C4 V _� W� Q LLJ W W ~ w � O S z 0 DATE: m tn �o Lo L0 1"=80' I 0501 m N LLO Y mj o m cm Wca_ co0 "o LoLo W H- M 2 Lo Lo Q V W w W o N N n li a 00 - u. x m z Z o� m J U z Lu I� Q p 2 CQi Z O OQ O C 2 Lij (j cc T p Im 0 LQ H 0 OO O z��z�crU 4 Z V W kn W Q O ELLJ CK 2 Z 2 m O V Q Q O tiLL jZU Z � = Z V D O O y N Iti V cr Lu C Ltj J J QJ W C4 V _� W� Q LLJ W W ~ w � O S z 0 DATE: m tn �o o 1"=80' FILE NO. 0501 L V z Lu I� Q p 2 CQi Z O OQ O C 2 Lij (j cc T p Im 0 LQ H 0 OO O z��z�crU 4 Z V W kn W Q O ELLJ CK 2 Z 2 m O V Q Q O tiLL jZU Z � = Z V D O O y N Iti V cr Lu C Ltj J J QJ W C4 V _� W� Q LLJ W W ~ w � O S z 0 DATE: ]UNE 15, 2018 SCALE: 1"=80' FILE NO. 0501 SHEET 14 OF 15 FREDERICK COUNTY FIRE MARSHAL NOTES �� / D103.7 Curb Designation Where curbingis provided adjacent to fire lane it must be _ / `30 5 , k k "\ l z J0 Ln CM o ; o � SECTION D101 GENERAL D101.1Scope -Fire apparatus access roads shall be in accordance with this appendix andallother applicable requirements of the tnternationalFireCode. SECTIOND102REQUIRED ACCESS pa/rated yeI�OW W/th/n the IlmltS Of the f/re ane, In areas WIthOUt CUrbing a 6 /nch yeI�OW kp C ✓0 X cc N U Q DIOZ.SAccess andloading -Facilities, buildings orportionsofbuildingshereafterconstructedshal/beaccessible tofiredepartment apparatus bywayofan line shall be applied to the edge of pavement. Paint shall be highway traffic grade, {� X C5 Y W C6 Cb approved fire apparatus access road with an aspha/t, concrete or otherapproved drivingsurface capable ofsupporting the imposed load of fire apparatus70 weighing at least 75,000pounds (34 050 kg), SECTION 0103 MINIMUM SPECIFICATIONS J / O ■ , W ■ c _ m co �j� Lr)0 0 1 1 1 1_. co u) � D103.1 Access road width with a hydrant - Where afire hydrant is located on a fire apparatus access road, the minimum road width shall be 16 feet (7915 ii 45 _2 7, 0 _ ZO + LU i mm), exclusive of shoulders (see Figure D103.1)• L 6 � 6 ✓ `J 30 O a 0103.1Grade-Fire apparatus access roads shallnotexceed20percentingrade. Exception: Grades steeper than l0percentasapprovedbythe fire chief D103.3 Turning Radius - The minimum turning radius shal/be determined by the fire code official. D103.4 Dead Ends -Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround provisions inBA 6 30 6 S \ f /j45/ S 0- CD a g accordance with Table D103.4. TA BLE D103.4REQUIREMENTS FOR DEAD-ENDFIRfAPPARATUSACCESS ROADS (, �RGS h - JO k 600 x y u WIDTH(feet) TURNAROUNDSREQUIRED LENGTH length UTf� AR A,. l E o m 0' -150 a. 20' width required, _, ;Fc p c g d b. no turnaround required Curbs shall be identified by a 6 inch Rolled curbs shall be identified by a 6 yellow paint stripe on the top and side. inch yellow paint stripe to the top. Roads with no curbs shall be identified by a 6 inch yellow stripe. f Z Length151'500' k A 10' width required A Turnaroundrequired.•IZO'hammerhead,60''Y",or96'diametercul-de-sac 3. Length501'--750' a. 26' width required SIGN TYPE II All II II SIGN TYPE C SIGN TYPEIID11 \ N N0 N� 4� b. Turnaroundrequired 110'hammerhead, 60"'Y° or96' diameter cul-de-sac 4. Lengthgreater750' PARKING PARKING PARKINGOR 30 X O 30- a. Special approval required OR OR 10 ' D101.5Fire apparatusaccess roadgates Gates the fire the fol%wing STANDING STANDING STANDING '� 3 ? _> J 0 285 securing apparatus access roads shall comply with a# of criteria: 1. The minim um gate width shall be 20feet(6096mm). FIRE LANE FIRE LANE FIRE LANE Fh/ VEMEN7 . + EVELW PA 3 30 1. Gates sha/lbeof the swinging orsliding type. 3. Construction ofgatessha/lbeofmaterials that allow manual operation by one person. 5'51W 4. Gate components shall be maintained in an operative condition at all times and replacedor repaired when defective. w rr w �' NIp C� 5. Electric gates shall beequipped with ameans ofopening the gate byfiredepartmentpersonnel for emergency access. Emergency opening devices Jti�l m �O 06 shall be approved by the fire code official. 6. Manual openinggates shall not be locked with a padlock or chain and padlock unless they are capable of being opened bymeans of forcible entry Standard wording with an arrow on the bottom Standard wording with Standard wording with an arrow on the bottom no arrow. One s/ n g 0 O 7 2 \ Z) tools or when a key box containing the key(s) to the lock is installed at the gate location. 7. Lacctng devic s shall ted or by pointing to the right. One sign mounted pointing to the left. One mounted parallel to the sign mounted parallel to line of curbing or 20 � 20 7 29- U - V) h- �tr off\ � J i- ch w th ULcode 3fficial. accoal rdance operators, where shall listed e accordance with UL 315. 8. operators, where provided, sha//be parallel to the line of curbing orpavement the line of curbing or pavement. pavement edge at the GRAPHIC SCALE y < (i �� Q u �'1'p J designed, 9. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements ofASTM F1100. Gates inter D103.65igns. Where required by the fire code official, fire apparatus access roads shall be marked with NO PARKING - FIRE LANE signs complying edge at the end of the painted area. end of the painted area. vP permanent with Figure D103.6. Signs sha/Ihave a minimum dimension of 12 inches (305 mm) by 18 inches (457mm) high andhave redletters on a white background. Signs shall be posted on one orboth sides of the fire apparatus road as required by5ection D103.6.1 or D103.6,1. be both fire 10 to NO NO NO J 2 Z o 0103.6.1 Roads 10 to 16 feet fn width -Fire lane signs as specified in Section 106.3 shall posted on sides of the apparatus roads that are 16 feet wide. PARKING N PARKING PARKING N o 28- � ") W Z Q Z Z- D103.6.1Roads more than 26feet inwidth - Fire/ane signs as specified in Section 106.3 sha//be posted on one side of fire apparatus access roads more less feet STANDING FIRE LANE STANDING STANDING FIRE LANE FIRE LANE -- LL w v Q W w 0 than 26 feet wide and than 32 wide. SECTION D104 COMMERCIAL AND /NDUSTRIAL DEVELOPMENTS � �� -- -- ""f � E _ E -- E _ �zzt c¢.� � � J D104.1 Buildings exceeding three stories or 30 feet in height ��I J~ 2go Q ti O w � ¢ 2 y Buildings orfaci/ibes exceeding 30 feet (9144 mm) or three stories in height sha//have at /east two means office apparatus access far each structure. D104.1 Buildings 61,000square Leet in area j\ 1 T // // 1 a Z v W W Q £ o C� exceeding W Z W Z- m Q Buildings or facilities havinga gross building area of more than 61,000 square feet (5760 m1) shall be provided with two separate and approved fire apparatus = o o Q i „ o ~ LL 2 V 2 access roads. Exception: Projects havinga gross building area of up to 114,OOOsquare feet (11520 m2) that have a single approved fire apparatus access road ^ No More Than 50 feet y Z whena# buildings are equipped throughoutwith approvedautomatic sprinkler systems. Between Signs �' O N D104.3Remoteness Where two fire apparatus access roads are required, theyshall be placed a distance apart equal to not less than one half of the length of the maximum =` overall diagonal dimension of the lot or area to be served, measured in a stra/ghtline between accesses SEC71OND105AERIAL FIREAPPARATUSACCESSROADS D105.1 Where required Where the vertical distance between thegrade plane and the highestroofsurface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads shal/be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of pitched roof, the intersection of the roof to the exterior wall, or the top ofparapet walls, whichever is greater. Limits of Eire Lane D105.1 Width Aerial fire apparatus access roads shall have a minimum unobstructed width of26 feet (7915 mm), exclusive ofshou/ders, in the immediate vicinity of the� �-� z ��2: � � building orportion thereof. D105.3 Proximity to building At /east one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum of 30 feet (9144 shall be to one entire side of the building. The side of the building on which the aerial fire apparatus access I from the building, PP l� ` \ ` l / S s/fy \ ' E FIiF! /y ! /6"F J / / l U) www U w U w U w w mm and positionedparallel g P P g road is positioned shall be approved by the fire code official. l qCF \ _6 l S> S D105.4 Obstructions Q 2U 5 28 3 k J� + Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. fire 1 A, k l Other obstructions shall be permitted to be placed with the approval of the code official.72 § 90.4 General requirements. The following requirements shall apply to all construction or /and development activities in areas of the County to which this J1 T Q 2 T U OS01�c`F� \ k X J } N article apoiies.• /p a A`F'�FNT A. Means of access for Fire Department apparatus. C� 27 � J / 11 (1) The means of access for fire Department apparatus and personnel shall consist of fire lanes, private streets, streets, parking lot lanes or a combination thereof. C� 9 g � 7 T O hydrant, 2U 27 27 (/ 27 12) Parking in any means of access shall not be permitted within l5feet ofafiresprinkler orstandpipeconnection orinany other manner which will obstructor interfere with the fire Department's use of the hydrant or connection. 1 l (3)'Noparking"signsoranotherdesignation indicating thatparkingisprohibitedsha//beprovidedata#norma/and emergency accesspoints to 8 27- 9 5��`� z 15 feet each Bre hydrant sprinkler orstandpipe connection. 27 ,: " " 27 structures and within of B. Fire lanes. 4 11) The Fire Marshal or his/her designated representative, in concert with the local volunteer fire company, may designate both public and private fire by fire Marshal ONCFS aJ �� Sloes J 27 4 lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a manner prescribed the or his/her designated representative. Parking in a designated fire lane shall be controlled by Chapter 158, Vehicles and Traffic, of the Frederick County 1 iST4N0 T l27 9 \`~l Lu J l 4 _ Code. Jr 27 f� J� x " C 1127 lZJ Fire lanes shall be at least 20 feet in width, with the road edge closest to the structure at least IO feet from the structure, be constructed ofa hard all-weather surface adequately designed to support any Bre apparatus likely to be operated in such fire lane or be ofsubsunace construction designed both, be designed _ + OO - Q QV O �\ % 27 rq l /7 3 / T � O to support the same loads as the above surfaces and be covered with no more than three inches ofsoilorsod, or and with radii of sufficientlength toallow for safe turning byany fireapparatus likely tobeoperated Onsuch fire lane. �(O ' /iL� / Q) Fire lanes be with curb cuts extending at least two feet beyond each edge of ti (3) connecting to public streets, roadways orprivate streets shall provided the fire lane. 8 00� f �J� x / / Q J W /4) Chains orotherbarriersmaybe providedatthe entrance tofirelanes orprivate streets, provided that they are insta//edaccordingtothe requirements of the Authority HavingJurisdiction. 32 Q / ` >k vQ Q � W C. Parkinglot lanes -parking lot lanes shall have a minimum of 15 feet clear width between rows of parked vehicles for vehicularaccess and movement. 0 l ' 278 O D. Location of structures. 1I) At least three perimeter walls ofa/l industrial, commercial, public orsemipublic or residential structures with three or more dwelling units perstructureru _ 30 fj ��� t�J / c 0 J W LL shall be within 100 feet of a street, Bre lane, orprivate street. 12) Structures exceeding30 feet in height shall not beset back more than 50 feet from a street, Bre lane orprivate street l 11 ~ J W (3) When any combination ofprivate fire -protection facilities, including but not limited to fire -resistive roofs, fire separation walls, space separation and designated 50 �� + / ¢ cl� Q Q automaticfire-extinguishingsystems,isprovided, andapprovedbythe Fire Marshal orhis/her representative as an acceptable alternative, 1 4)Q9Jj 4 " p Subsection D(2) shall not apply. (4) The fire Marshal or his/her designated representative may, in concert with the local volunteer fire company, require at least two means of access for fire apparatus to all commercial and industria/structures. Those access ways shall meet the requirements of Subsection B(3). �` S 27 r % l Q Q O K W (5) Landscaping obstructions shallnotbep/acedaroundstructuresorhydrantsinamannersoastoimpair orimpede accessibility for fire -fighting -� �� / z / or other and rescue operations. \ � w -, 27 E. Watersupply- least 1,000Water (J W�� Fri w l Q 1 Watersu / s stemsshallbedesi nedsoastobeca able ofsupplyingat gallons erminuteatl0 ounds ers uareinch. I) PPY Y g P 6' P P P 9 supplies shall be made available and operational before combustibles are on site during construction. / detached duplex dwelling be fire hydrant 400 feet In areas developed FDGFOF 1 / (1) /n areas developed with single-family or units, there shall a within of all units. with three to five dwelling units perstructure, there shall be a hydrant within 300 feet of all units In areas developed with six ormore dwelling units feet In developed industria/ development(s), there PO"IFR4;, --- FMEVT - A W perstructure, there shall be at least two hydrants within 300 of all units. areas with or commercial be hydrant within 300 feet of all ofanystructure. Where one hydrant is dedicated to the operation ofa standpipe system, there shall 9 I 27 z shall a portions yl ` O be at /east one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall CD I f (J)meeting not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along centerline roadwaysurfaces oralong surfaces the requirements of a fire lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directlyfrom a t 262 roadway and/or fire lane. ��- % (3) Fire hydrants shall be marked in accordance with the Frederick CountySanitationAuthoritypolicy. Fire hydrants located in be bybarriers that damage from vehicles. 5� X (4) parking areas sha/I protected will prevent physical (5) Fire hydrants shall be located within three feetof the curb line of fire lanes, streets orprivate streets when insta//eda/ongsuch access ways. -_ �' ` r + DATE: JUNE 15, 2018 (6) Fire hydrants shall beinstalledinaccordance with the standards ofthe Frederick CountySanitationAuthority. Threads fire hydrant shall conform to Frederick CountySanitationAuthoritypolicy. - [ - L 24� _ SA -S' W9141Gs SCALE: 1"=20' (7) on outlets (8) Fire hydrants shall be supplied by not less than a six-inch diametermain. F. Fire protection during construction . Trash, debris and other combustible material shall be removed from the construction site as often as necessary to maintain a fire safe construction site. �l "�4 _ C� J + q 2 l 5 23I STFP ~ _. - - TYP, `2- 23 x # x FILE NO. 0501 SHEET 15 OF 15 G. Plans. Complete as-builtbuildingfloorptans, site plans andplansoffire-suppressionsystems shallbesubmitted tothe Chief BuildingOfficia/and Fire final �_ / �l 21 \ Marshal, or their respective designated representatives, prior to issuance of the certificate of occupancy. j i„ eel t \r