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HomeMy WebLinkAbout028-97 Fulton - Rt. 277 - Pump Station & Sewer Extension - Backfile (2)MA TCHLINE SHEET 2 � I :1 1 PROPOSED 15 ' FORCE 1 I MAIN EASEMENT �l rlp 5' TEMP. CONSTRUCTION--. , I u"il 1UJ< PIN# 86-A-143A KATHERINE V. YANCEY ' I DB 659 - PG 753 ZONED: RP U5E: CAMPGROUND 1-A.R.V. 11 1 ,A I PIN# 66-A-156 THOMA5 J. CHA5LER, TRU5TEE ZONED: RA USE: VACANT • CONTRCTOR TO MAKE EFFORTS TO AVIOD tunnel liner per pipe length, t up ends + Separation of carrier pipe from casing pipe shall be by either: 1 Pressure treated lumber fastened to piping by stainless steel strapping or, 2 Manufactured steel and/or plastic casing spacers SIZES REQUIRED CARRIER PiPE CASING PIPE WALL DW (') DIa C) THICKNESS C) 1 ?? 250 SECTION width T I Fi I 1 EXISTING TREES. AF1ER STAKEOUT AND _ 24' _ I PRIOR TO EXCAVATION CONTRACTOR SHALL + height con be adjusted to 1 MEET WiTH F.C.S.A. ENGINEERS. F.C.S.A. WiLL obtain correct percent slope DETERMINE WHICH TREES SHALL REMAIN OR WILL BE REMOVED. TIMBER SKID HIGHWAY CROSSING F 3 t I >�e ��i 10 PIN# 86-A-157 LINDA C. LIND i 1 ZONED: RA i 1 1 U5E: RE51. k I 1 I � I 1 .1 r CONTRACTOR TO MAINTAIN PRIVATE OWNERSHIP BEGINS j FROM STACONTINUa24+75 TO ASCENDIS A NG 23+P50. AT EGOE OF 10' EASEMENT 45' BEND " I I 100 If. JACK do BORE ROAD CROSSING BY V.D.O.T. METHODS tit k 1a _c>AP l�(734.40) , YA, p,OU•'( 277 I _ m ti f 10 `�. •N _ 18, CMP 1G� __._�__ '��- -- --- --` »� 1ti . EX. 10' UTILITY] �51 1y1 all I 1-3 TEE, L EASEMENT p H K 1-3" GV '� *� NAIL5IN POWER POLE PROPOSED 10 h�` 1- T PIPE 1 >� �," 0 ELEYr733h3 15.00 SEWER ESM'T. 0 J P E >- - 45' BEND 1 CONNECT C LATERAL `�` TO EXISTING ON SITE SEWER PIPING 6- LATERAL STUB OUT PROPOSED ?, CONTROL ENCLOSURE PIN# 86-A-1438 `� = Rc a PIN# 86-A-193 LENGTH 5 , WITH a, CHARLE5 R. & WANDA L. 5ANDY `"-- r, �,�. WATERTIGHT PLUG �� 1, ! ARTHUR H. FULTON AND " •� �'' p�OPOS D ZONED: RA ��-- 11 ! 6� �,,��, DOROTHY H. FULTON �� PRIST ¶N MP U5E: RE51. Q 1 ! ,� DB 811 PG 1602 A F SANG !1 ROPOSED 20' ZONED: M-2 I I WER EASEMENT U5E: TRUCKING A, /���' 16 13U11Ut TO OUTH PROPERTY LINE PROP O ACCESS ROAD ASPNALT PARKING LOT U UJ , )� - e 1P C� Q f �10 �n 1 `n 11 1y V`'� SITE PLAN • 19'nATF 7 Z ' GRAPHIC SCALE ti16, 1 IC _ 133 50 0 25 50 100 200 `P k1 t { IN FEETo� 1 inch = 50 ft. `1 1� REVISIONS JOB NO./DWG. NAME: "4114 -SP1. d wg" P` c H no. date description by ckd. 1 4 02 97 REVISED PER F.C.S.A. COMMENTS 3 25 97 dsf RAM DATE: MARCH 18, 1997� 2 4/17/97 REVISED PER OWNER'S COMMENTS SS RAM 3 7/24/97 REVISED PER FREDERICK COUNTY PLANNING DEPT. COMMENTS dsf RAM DESIGNED BY: R.A.M.C• r� RI>LOWSKY, JR. _ _ ❑ NO, 020674 c.) D DRAWN BY: D.S.F. �'7� -'4) 1,� APPROVED BY: R.A.M. SS(0NAL _ CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or Implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3 The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading lfor improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Tnorory and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4° topsoil. fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire (Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort, 3. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 4• The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's cssistont engineer. 5. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay thecost of this work. 6. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shah conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and ary other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construcition shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT Kesidency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virclinici Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36' cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street n ht-of-way. At the direction of VDOT inspector density tests performed by a qualified independent agency sho� be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdtains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector, 15, The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. if required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. FREDERICK COUNTY PLANNING DEPT. 1. A 20' Easement shall be provided to allow for future sewer connections to existing residences along the east side of Rte. 636 as specified by the Board of Supervisors • on 11 /9/94. 2. Sewer connections by others shall be permitted based on first come first served capacity allowed by F.C.S.A 3. Additional connections may be permitted by F,C.S.A, provided that improvements to the line and station be made by others as specified by F.C.S.A. Gilbert W. Clifford MATCH EX, CROSS SLOPE - 8" 21-A EX GRADE J •.. - - 16' -- -�.-I ACCESS ROAD SECTION and Associates, Inc. Engineers Land Planners 150-C 01de Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 Surveyors 200 North Cameron St. Winchester, Virginia 22601 (540) ,667-21 39 yo1 . _, 1° •D •'�. �' � / 1 _ tea` / \ _•�-i7�p i;,1\ •.?/•' aaaa Radio `,a •' •• of 740, •' `' t J o� • i, hP- _ 752 38 IL a v740 00 �.% t l LOCATION MAP SCALE 1ti000' APPRO VED / I i ZONING ADMINISTRATOR DAT I - _ __..i SITE PLAN APPROVAL EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SHOWN ABOVE. 0 WNER/DEVE'L OPER ARTHUR H. FULTON 1114 FAIRFAX PIKE P.O. BOX 777 STEPHENS CITY, VIGINIA 22655 540- 869- 2743 LEGEND ANKEAA11ON pERNITIT ON CMP CORRUGATED METAL PIPE ECM ELECTRIC CABLE MARKER F.F.E. FIN15HEP FLOOR ELEVATION FH FIRE HYDRANT GA GUY ANCHOR INV. INVERT MB MAIL BOX RCP REINFORCED CONCRETE PIPE SANITARY MH 5ANITARY MANHOLE SLS SPEED LIMIT 51GN TCB TELEPHONE CONTROL BOX TCM TELEPHONE GABLE MARKER TRB TELEPHONE R15ER BOX WGP WOOD GUY POLE WLM WATER LINE MARKER WM WATER METER WPP WOOD POWER POLE WSP WOOD 516N P05T WTP WOOD TELEPHONE POLE WV WATER. VALVE HICKORY 0 WALNUT -�,- OVERHEAD UTILITY LINE5 NOTE: I. THE INFORMATION 5HOWN 15 DA50 ON AN ACTUAL FIELD 5URYEY COMPLETED FEBRUARY 21,1997 DY MAR5H & LEGGE LAND 5URYEYOR5, P.L.C. FULTON / RTE. 277scale PUMP ST,�TIO SITE DEVELOPMENT PLAN OF OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 11�° °1 tit ,11 � 724 726 LOb, `� `1� a• 728 TE5' CONSTR ON 1F thy, °e1 al - EACH SI E 9 \ , 45' BEND �.. _ _ 730 ... _ ._..�°b' PROPOSED 20 FORCE _ 1 MAIN EASEMENT ` 736 +()o '1 732— ti , -�+i5� - ` 4+ — ____+`00-=y? -� 1-A.R.V. REQUIRED �a. �s� P� �+53 1��. 73 1+`00 140 742 1) -- - 1 10' a,. 1�1 01738 (Zo .04 �. /CONTRACTOR TO MAINTAIN CONTINUOUS DESCENDING SLOPE FROM STA 1 +80 TO STA 0+00 �Q4, EX. SAN. SEWER MH 3 RIM=729.15 \ \ EX. 20' SAN '.:EWER NV=719.84 \ EASEMENT CORE DRILL NEW INVERT AT \, \ EX. BENCH ELEVATION \\ KOR-N-SEAL ADAPTER REQ'D. \\ \ PIN# 86-A-143C COUNTY OF FREDERICK DB 440 - PG 421 (5HERANDO PARK) ZONED: RA U5E: PUBLIC RECREATION O`PSc�pP'�� ' general backfill a - f«O.Oa -8" . 24' carefully compacted wiect backfi8 L7j 6' stone aggregate STANDARD general backMl O D. _'24' careptM *Xr$ Gtad concrete 1_ eO t bWW fie.. O.Q. 1/2O.D. ` 6" stone aggregate CONCRETE ARCH repave to 1-1/2 tunes onginal fhi*rtass -- general backfill carefully compacted •/�> select backfill ;lfltlgtl�l . ooncrete saw cut to be made at j-time of replacement. -- entire trench to be compacted 21-A 6" TRENCH & BEDDING Figure 1 i PIN# 86-A-143C COUNTY OF FREDERICK DB 440 - PG 421 (5HERANDO PARK) ZONED: RA U5E: PUBLIC RECREATION PIN# 86-A-144 c i I JE55E F. CLEAVER h, DB 368 - PG 537 �L_u j I PROPOSEQ 2 E FORCE "l MAIN MENT ;, < ,gyp C�}tip ZONED: KA 4 I 1-A.R.V. REQUIRED 11 U5E: RE51. I I 11 1 /4' BEND �� LU I ! PROPOSED 20' FORCE S I 1 21 �- 12+ _ _ �' °�, MAIN EASEMENT I I 3-45' BENDS !� 5 SEPARATION �t f, of� r 304 15 0010 I h CONTRACTOR T CONTINUOUS O MAINTAIN j I FROM STA 15+A0pSCTNDING SLOPE 0 STA 12+30. `ti - I I IFBENCHMARK •�, I ' 12 NAIL5 IN 12" WALNUT INLET PROTECTION ' ;" 1 I ELEV.=723.42 -Cd , PIN# 86-A-143A �� 1,0� . 8" KATHERINE 5. YANCEY D5 659 - PG 753 1� 1 ZONED: RP I GRAPHIC SCALE U5E: CAMPGROUND 50 0 25 50 100. 200 ,r ( IN FEET I inch = 50 ft. I MATCHLINE SHEET' manhole frame & cover — ( if for water - lid labeled water) metal I water 3' min. (water) or bracing 4' min. (sewer) sewer manhole valve ball valve .-- cone section. Corp. stop (fip x mip) :brass saddle with ' . nipple fip threads 6" standard stone bedding 8"x 8"x 16" solid block COMBINATION AIR RELEASE AND AIR VACUUM VALVE Figure 11 SIL T FENCE CUL VER T JNLE T PR 0 TE C TION ENDWALL -_--_�-_�------_-_-- -- TOE Of FILL I CULVERT I 1 I �I 1 1 I 1 I 1 I 1 � I I ----.-------------------- --- - ------ ---.- • TOE OF FILL SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION FLOW on - 00VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5' CLASS I RIPRAP _ REVISIONS JOB NO./DWG. NAME: 4114—SP, .d wg P\_T H p � 0 � � XRONALD A. MISLOWSKY, JR. Z< p NO. 020674 .- 1. q �'S'SIONA NC' Gilbert � e Y't W . Clifford and �ssociatos ��C�. Engineers Engineers Land Planners - Surveyors 150-C D(de Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 FULTON RITE. 277 PUMP STA TION DEVELOPMENT PLAN OPEOUON MAGISTERIAL_ DISTRICT FREDERICK COUNTY, VIRGINIA scale no. date description by dsf ekd. RAM -- --- -- DATE: MARCH 18, 1997 1 4 02/97 REVCISED PER F.C.S. A. COMMENTS 3/25/97 SHEET of 4 DESIGNED BY: R.A.M. — - - DRAWN BY: D.S.F. APPROVED BY: R.A.M. - --- x LLJ? 740 740 j USTING GRADE CONTRACMIR Ib DESCENDI 38 THROUGHOUT IHIS AREA, IN, 3* SDR-21 FORCEMAIN 7 N ;30 A I-- - CONTR*CTOR TO MAINTAIN t CONTI THR OUT OUS RISING GRADE HOUT THIS AR�A 71 a< z am 0 im ;t 2 X:j C'4 + + 0; CIO + + < C14 < kn 0 0 d) IfIl 0 t-� 06 00 OD C6 xi 01 fl) fl) It) r4') rn D + 100 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 00, 12'+00 13+00 14+00 15+00 VD0T R a C14 Ex 740 740 OJED By F.C.S. �VMERSHIP C%d r*- I PRIVATE 730 E)(ISTIh G GRADE 0 730 36" COAR MIN. ROAD CROSSING BY VDOT JACK & CONTRACTPR ASCENDING TO MAINTAIN GRADE BORE MEIHODS. CASING LENGTH 100' THROUGHQUT THIS AREA -I —13- SDR-21 FOICEMAIN LI 00 7 "0 F�TIURA&Fff z 10 > C4 pl: I I > z 710 n C4 00 C14 Cq D 8 X >16 + 0 < A (n i� z 11 C14 < ;51 CAI Z x 4W) 1 — 0 C, 00 (D rq 00 C4 J� 't —1 17 U') 0 0 t) -t C14 U') 00 C4 c6 -i C", C 01 C4 r- r 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 "1 2 + 00 23+00 24+00 2,) + 00 26+00 27+00 28+00 29+00 RFVISIONS JOB NO./DWG. NAME: "4114-PRI.dwg" H f�'\' FULTON RITE. 277 scale 1"=50' I-) I"=5' v no. date description by ekd. DATE: MARCH 18, 1997 1 4/ RE\ASEM PER FCSA COMMENTS 3/25/97 d8f RAM SHEET 3 —VRONALD A MISLOWSKY, JR. NO. 020674 Gilbert W. Clifford*aand Associates, Inc. PUMP S TJ TION DESIGNED BY: R.A.M. PROFILES 0 F DRAWN BY: D.LS), F Engineers -- Land Planners Surveyors 150-C Dole Greenwich Dr, 200 North Cameron St, 4 APPROVED BY: R.A.M. A Freclericksbu;rg, Virginia 22401 Winchester, Virginia 22601 I . (540) 898-2115 -(540) 667-2139 .0PEQUON MAGISTEPIAL DIS)TRICT FREDERI(--K COUNTY, VIRGINIA, 5,000 P REINFORC CONCREI 4" GAL.V. VENT-- w/SCREENED MUSHROOM CAP L r- 6" Diam. BLOCKOUT (typ. of two required) 1 2 2 4 6" Diam. J BLOCKOUT (typ. of two required) J PORTABLE HOIST HALLIDAY S1 R-3048 ACCESS HATCH o.A.E. � 8* JAW N 1 OL&W GATE ; 3" CONDUIT CHECK VALVE � ' �' ' BLOCKOUT VALVE- LOWEST GRAVIT SEWER INVERT (not shown to scale) • GALVANIZED GUIDE RAILS MERCURY FLOAT CONTROLS SLIDE AWAY COUPLING -� SUBMERSIBLE PUMPS - . 1THE BAR _ •II PLAN VIEW FLOOR MOUNTED STAINLESS STEEL SOCKET WEEP HOLE 5/8- BASE PLATE 2' 00 It GALVANIZED LIFTING CHAIN • REQUIRED BUT NOT SHOWN • . ALARM _• LAG PUMP • LEAD PUMP • •• OFF 6" GRAVEL BASE SECTION VIEW NOTES 1. DUPLEX PUMP CONTROL PANEL SUPPLIED BY PUMP STATION MANUFACTURER FOR ON -SITE INSTALLATION AND ELECTRICAL HOOK UP BY THE CONTRACTOR. 2. 3" DUCTILE IRON PIPING AND FITTINGS REQUIRED IN THE WET WELL WITH PLAIN END STUB OUTS 2 FT. OUTSIDE THE STRUCTURE. 3. EACH PUMP SHALL BE FURNISHED WITH A RUNNING TIME METER. MEASUREMENT TO BE IN HOURS. 4. THERE SHALL BE NO ELECTRIC BOXES OR SPLICES INSIDE THE WETWELL. 5. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 6. PUMP LIFT HOIST TO BE HALLIDAY PRODUCTS MODEL # D1A24B O.A.E. WITH FLOOR MOUNTED S.S. SOCKET. 7. TWO PUMPS AS SPECIFIED TO BE MOUNTED IN THE WET WELL. 8. CONTROL PANEL TO BE FURNISHED WITH ALARM HORN AND LIGHT. 9. CONTRACTOR TO PROVIDE SERVICE POLE FOR MONITORING ELECTRIC METER, CONTROL PANEL DISCONNECT SWITCH, CIRCUIT BREAKER ETC. STATION SCHE ULE. Top of station 724,75 Float Settings Existing grade 724,00 All pumps off 716.00 Discharge invert 720,60 Lead pump on 716.75 Lowest invert 717,50 Lag pump on 717,00 Wet well Invert 713,67 Hign water alarm 717,25 PUMP CHOICE ABS D,R,E, Model PIRANHA 3 DE, Rpm 3450 Motor BHP 30 Voltage/phase required 230V/30 Impeller # 3107731 GPM actual 60 TDH actual (f t) 54,3 Pump height (in) 20 W Ell 100 z a = 80 LID 90 r; A SECT. 400 MENNEN A4%J3 ES HIP 3 IMP BLADIE M MIN Jim; MONIMMIN MEN IMMMOM NJ srPIRANHA MEN, No 0 ■a No MIMIMMIN ! RNo ONE 0 M ME ON IM No NOON ON 1 M N !I NINE MIMMEMINSIM MEMMIN AN MINE MEMEMMOV. MINE ONNOWNE 0 0 ON DOMINION MUMMIN MONO MOOMMEMIN MINIMENIME NNEMMMEMIMMOOMMIM NIMMME NOON No Px H p r ZRONALD A. MISLOWSKY, JR. Z C3 NO. 020674 v � 15 30 45 60 75 90 USGPM 1 2 3 4 5 6 LITERS PER SECOND __I a U W 2 J _2do. F- -10 MM Fulton/Route 277 Determination of Sewage Flows: Fulton Site Area Estimated FAR Estimated Office Floor Area Office Employees per 1000 sgft GLFA Employee Estimate Water Use per Empolyee per Day Daily Flow Average Flow Peak Design Flow WET WELL 'VOL. REQ'D (CU,FTJ 'WET WELL DIAMETER (FT) REQ'D WORKING DEPTH (FT) DESIGN ELEMENTS1 LO WATER LEVEL FORCE MAIN DISCHAIRGE ELEV, STATIC HEAD (FT) SIZE OF FORCE MAIN (IN.) DESIGN PUMPING RATE (GPM) LENGTH OF FORCE MAIN (FT) FITTING LOSS(FT) EQUIV. LENGTH OF F, MAIN(FT) FRICTION HEAD LOSS (FT/100 FT,) TOTAL FRICTION HEAD LOSS (FT) TOTAL DYNAMIC HEAD (FT) PUMP CHOICE ; ABS MODEL RPM MOTOR BHP IMPELLER DIA (►n) GPM ACTUAL TDH ACTUAL (FT) STATION SCHEDULE (FT): TOP OF STATION EX. GRADE INFLUENT INVERT (LOWEST) HI WATER ALARM 2nd PUMP ON 1st PUMP ON PUMP OFF BOTTOM OF WET WELL WORKING VOLUME PROVIDED(gal) ELECTRICAL DATA, VOLTAGE PHASE 14.6 ac 0.3 190793 sqft 4.5 859 35 gal/day 30050 gal/day 21 gpm 52 gpm at peak factor = 2.5 7 for one min. pump off time min. 6 0,25 Distance between pump on and pump off 716.00 737.00 21.00 3 Vel = 2.4 fps 52 min 2950 280 3230 1.061 34.28 55.28 PIRANHA 3 3450 3.0 135mm 60 54.3 724.75 724.00 717.50 717.25 717.00 716.75 716.00 713.67 158.53 208 3 MA T CHL I NE SHEET I fell F PROPOSED 15' FORCE I I MAIN EASEMENT I ti� ti7� I huh, 5' TEMP. CONSTRUCTION--� I rt 1 u"3i1 Can I I I I Q � I PIN# 86-A-143A KATHERINE 5. YANCEY 1 D5 659 - PG 753 ZONED: RP i I USE• CAMPGROUND tunnel liner per pipe length. t up ends o Separation of carrier pipe from casing pipe shall be by either 1 Pressure treated lumber tastened to piping by stainless steel strapping or, 2. Manufactured steel and/or plastic casing spacers SIZES REQUIRED CARRIER PIPE CASING PIPE WAI DIA DIA (•) THICKNESS (") 3 12 250 SECTION T 4° width 41 T I I EXISTING TREES. AFTER STAKEOUT AND i 24' I PRIOR TO EXCAVATION, CONTRACTOR SHALL +� height can be adjusted to I MEET WITH F.C.S.A. ENGINEERS. F.C.S.A. WILL obtain correct percent slope DETERMINE WHICH TREES SHALL REMAIN OR WILL BE REMOVED. TIMBER SKID HIGHWAY CROSSING Fian 3 I � PIN# 66-A-157 LINDA C. LIND tic I ZONED: RA I USE: RE51. 4�5 i`I h1 411 ESN T` I 1-A.R.V. REQUIRED CONTRACTOR TO MAINTAIN I CONTINUOUS ASCENDING SLOPE PRIVATE OWNERSHIP BEGINS qv I FROM STA 24+75 TO STA 23+50. AT EGDE Of 10 EASEMENT 45' BEND ! 1 I 100 If. JACK k BORE ROAD --- _' CROSSING BY V.D.O.T. METHODS _ r _r-_ 1 h� 1h� 1'3 __ A (734.40) -S``' Yn. g0UiT277 .(73531 10 Q �,? � '' 1�1 y 18' CFAP + - -- - - - `ti . EX. 11T UTILITY ;b) 1�1 ',, I 1-3 TEE EASEMENT t�3 1�14 L� 13 H K 1-3' GV TWO NAllSIN POV�ER POLE 15.00' PROPOSED 10' °, 1-JT PIPE ,� �y, �o t�[ 4 •�� 45' BEND ELEV.=733b3 SEWER ESM T. -All j ry, �n6`, �g11NG � 1.y1 AL �1 I -_J II PIN# 86-A-1435 CHARLE5 R. & WANDA L 5ANDY ZONED: KA U5E: RE51.Q I I � I T01 w „fie INAV SITE PLAN AP _ DATE GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 f t PIN# 66-A-156 THOMA5 J. CHA5LER, TRU5TEE ZONED: RA U5E:VACANT CONTRCTOR TO MAKE EFFORTS TO AVIOD DSED 20 EASEMENT PROPERTY LINE 200 REVISIONS no date description by 1 4 02 97 REVISED PER F.C.S.A. COMMENTS 3 25 97 dsf 2 4/17/97 REVISED PER OWNER'S COMMENTS SS 3 7/24/97 REVISED PER FREDERICK COUNTY PLANNING DEPT. COMMENTS dsf a ' PIN# 86-A-193 ARTHUR H. FULTON AND DOROTHY H. FULTON 05 811 PG 1602 ZONED: M-2 U5E: TRUCKING 6' LITERAL STUB OUT LENGTH 5', WITH WATERTIGHT PLUG �N 5` ACTVEDAD h1, 01 h� `1, kl .0"0, _ . ti `T10 � r 16� �' `ti t'k 61 h9 L _ JOB NO./DWG. NAME: 4114 -SP1. d wg ekd. - RAM DATE: MARCH 18, 1997 RAM RAM DESIGNED BY: R.A.M..I DRAWN BY: D.S.F. APPROVED BY: R.A.M. CONNECT 6" LATERAL TO EXISTING ON SITE / SEWER PIPING PROPOSED CONTROL ENCLOSURE ppppO +�`• t PRIVATEPUMP 1� STATION h�� '✓ �6 � g01L0I� \ j ASPHALT ��� PARKWG LOT ry6. � ASPH AL1 p�1 `11 PST H 0, t A. ilS. /LOVSKY�.��zrJR , CJ N0, 020674 t� D CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, oil permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which ore disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited 2- Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1 Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the trame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 4. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. S. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and moke the top. The contractor must make application for and pay the cost of t is work. 6 Frederick County Sanitation Authority approval of this site plan expires two (2 years from dote of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION i . All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be In occo,ionce with the current edition of VOOT's work area protection manual. Furthermore, all traffic control (loggers must he certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-wayy. 6. If required by the local VDOT fesidency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vi4hio Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work sholl cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 27 of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shoR be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. WOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. FREDERICK COUNTY PLANNING DEPT. 1 A 20' Easement shall be provided to allow for future sewer connections to existing residences along the east side of Rte. 636 as specified by the Board of Supervisors on 11/9/94. 2 Sewer connections by others shall be permitted based on first come first served capacity allowed by F.C.S.A 3. Additional connections may be permitted by F.C.S.A. provided that improvements to the line and station be made by others as specified by F.C.S.A. Gilbert W. Clifford MATCH EX. CROSS SLOPE 8" 21- A - EX GRADE I�-- 16' ACCESS ROAD SECTION and Associates, Inc. Engineers Land Planners 150-C Otde Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 Surveyors 200 North Cameron St: Winchester, Virginia 22601 (540) 667-2139 ��.--,,� ) � ! • • ` % �� �_ ••;�' a�/'� lilt . •� �� /O Radio ♦ 'i .r' 740 ii•r-g" f - , 76 f - 9 4 \ • r �.�� �, ,•� p� 0 752 It ass -�' 1 % '�•a Aso � � d i a, � , ,u (ram ". �`,.���Q O � `\ , __ � ,� /, � - • .1,� 0 . N LOCATION AMP SCALE 1" = 2000' APPROVED B Y ZO ING ADMINISTRATOR tATE SITE PLA APPROVAL EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SHOWN ABOVE. 0 WNER/DEVELOPER ARTHUR H. FULTON 1114 FAIRFAX PIKE P.O. BOX 777 STEPHENS CITY, VIGINIA 22655 540- 869- 2743 LEGEND ABSREVIA?I N DEFINITI(N CMP CORRUGATED METAL PIPE ECM ELECTRIC CABLE MARKER F F,E. FINISHED FLOOR ELEVATION FH FIRE HYDRANT GA GUY ANCHOR INV. INVERT MB MAIL BOX RCP REINFORCED CONCRETE PIPE SANITARY MH SANITARY MANHOLE SLS. SPEED LIMIT 51GN TCB TELEPHONE CONTROL BOX TCM TELEPHONE CABLE MARKER TIRB TELEPHONE RISER 5OX WGP WOOD GUY POLE WLM WATER LINE MARKER W'M WATER METER WPP WOOD POWER POLE WSP WOOD 5165N P05T WTP WOOD TELEPHONE POLE WV WATER VALVE HICKORY Q WALNUT --- OVERHEAD UTILITY LINES NOTE: 1. THE INFORMATION SHOWN 15 5A5ED ON AN ACTUAL FIELD 5URVEY COMPLETED FE5RUARY 21,1997 5Y MAR5H & LEGGE LAND 5URVEYOR5, P.L.C. FULTON / Rr17scale - E. 277 PUMP STATION �°;T SITE r.-VEL,F,,:Err PLAN , OF OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 724 hl 726 3 �28 b TEM � CONSTR ON : y ��hy� µ o�` 5 EACH SIDE) �. qbO 1 , �s1 1 hq1 ha7 PIN# 86-A-143C COUNTY OF FREDERICK - DB 440 - PG 421 (5HERAND0 PARK) ZONED: RA ' USE: PUBLIC RECREAT10N PIN# 86-A-144 � JE55E F. CLEAVER DB AAA - PG 537 EkeI I \\ 1T . , 11 11�9 l4 �, ' � -- `._ - o .> PROPOSED 20 FORCE �6. 1,�. �a` , PROPOSE2 FORCE , a 45' BEND 730 - _• o� �� L 1� ti MAIN 3 MENT �' •`�1 ,, MAIN EASEMENT `�� 736 � .��1 .1,��' -- , _ 732-- -_— -- - ` 1�= _ 01 �1 1�1 •y +QO � -a— ----- -..__ ,�._ ,� 11 1/4' BEND 4+ �00 `1 —_�� -- --, �_. - 1-A.R.V. REQUIRED- 1,_ �`}�� - -- 7 6a—� 0'_'_" �} 7+b�,1~ ,`o�-S+OOvz - ---- + — -00 10 00 c 7 11+ ,7} 138 740�- ,.a o� x 1\ r, k a ' ` 1a� r 738 � t,T� o tit /1� rI ^fro � `, 1�'` •1� .` /CONTRACTOR TO MAINTAIN CONTINUOUS DESCENDING SLOPE FROM STA 1 +80 TO STA 0+00 �J4, e -_` Alp) EX. SAN. SEWER MH 3 _ I RIM=729.15 \ c S " INV=719.84 \ EX. 20BAN SEWER 1-�. EASEMENT CORE DRILL NEW INVERT AT EX. BENCH ELEVATION KOR-N-SEAL ADAPTER REQ'D. �\ \ \ FIN# 86-A-143C COUNTY OF FREDERICK REVISIONS no. date v description 1 4/02/97 REVCISED PER F.C.S.A. COMMENTS 3/25/97 0PC'spP� __ JOB NO./DWG. NAME: 4114 -SP2. d wg by ekd. -- -- Sf RAM DATE: MARCH 18, 1997 DESIGNED BY: R.A.M. DRAWN BY: D. S. F. APPROVED BY: R.A.M. DB 440 - PG 421 I (SHERANDO PARK) ZONED: RA USE: PUBLIC RECREATION LA H �F LL' `a. MISL.gw-xv. Z NO. 020674 8" carefully compacted select backfill O.D. general bacMili -- 8" F4" 6- 6" - concrete CONCRETE ENCASEMENT saw cut to be made at time of replacement. 8" — - entire trench to be compacted 21-A 6" TRENCH & BEDDING Figure 1 flo GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft manhole frame & cover — ( if for water - lid labeled water) I metal water bracing 3' min. (water) or 4' min. (sewer) sewer manhole valve ball valve cone section, A Corp. stop (fip x mip) :�;. .brass saddle with ' ntppae . lip tttteads 8"x S"x 16" solid block 6" standard stone bedding Gilbert W. Clifford a. I ZONED: RA V. t,O ! I 1-A.R. REQUIRED ) U5E: RE51. v I I 'LU I I PROPOSED 20- FORCE I MAIN, EASEMENT ',55°14E 4?-45' BENDS 0 51 SEPARATION© + __ ��.1� 394,05'15 .. ---_ 00 1 i h ,11 11 ONTRACTOR TO MAINTAIN CONCFROM SAOI +�CENDINGO STA SiOpE 2+30. COMBINATION AIR RELEASE AND AIR VACUUM VALVE Figure 11 Engineers Land Planners 150-C 0(de Greenwich Dr. Fredericksburg, Virginia 22401 (540) 898-2115 end Associates, Inc. PIN# 86-A-143A KATHERINE 5. YANCEY DB 659 - PG 753 ZONED: RP USE: CAMPGROUND 200 f MA T CHLINE SHEET 9 2 NAILS IN 12' WALNUT INLET PROTECTION ' j I ELEV.=723.42 CN oT ? 1 1 � I 1 r I I I -fir pl I SIL T FENCE CUL VER T JNLE T PROTECTION C-- ENDWALL 0 11L TOE OF FILL SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION t.0' t.5' FLOW No «0VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED FULTON / RTE. 277 PUMP STATION - surveyors SITE DEVELOPMENT PLAN 200 North Cameron St, Winchester, Virginlo. 22601 (540) 667--2139 OPEQUON MAGISTERIAL DISTRICT I RIPRAP FREDERICK COUNTY, VIRGINIA scale 1 " — 50' SHEET 2. OF 4 a� N r N 9 740 - -- — _ — 740 EXISTING GRADEMAINTAIN I DESCENDINO THROUGHOUT THIS GRADE AREA. ---' .' 3" SDR-21) FORCEMAIN �- I i I ---720 CONTR CTOR TO MAIN AIN C IR UOUS RISING G A E I I f I THROU I ROUT THIS AREA I i I I I oo---_- `o0. -- ------�- — _ _ __ �_ O + _ __ _ + M �----- 710 Wm 1 I <a `+ 14 — I O, N rn! N Nj N� C J v o o Nn nj I� o o r� o o - 00 c6 OD 06 h o U ua N v O rn o N NI O r h Jn 06 n o, r)I M I r; M r7 M M rr r� M M M M r� rl N N N CJ +l!i) +00 - 2+00 _ - 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0(1 N CK N _ I +--_-- ----- ---- — _. — -- _ _ - — -- — -- Id - - ------ I .I 740 I �V— 1 OANED BY F.C.S. PRIVATE QWNERSHIP N I E)(ISTI G GRADE I 36" / I WIN. I I SIN� BVDOT SI ROAD CROSSING CONTRAC TO MJ4INTAIr� Q I \ �� I 730 COVR BORE METHODS. I ASCENDING THROUGH GRADE T THIS AREA CASING LENGTH 100' 00 13" SDR-21 FO CEMAIN I 720 / I I 770 v TURE SEWER I I I I ri �I < r N 710 _ -- --- ---- ^ _-- > w N N + - - M --- — m O n I r ♦ g >> a. o) 0 Z — - z z --- �S! 710 1<— 1<- F<— i . < 0) u', N r M CD N r N CJ ('4N h C. 0) r O F 00 � r N 0) n 00 O n 00 N N r d' N r r` N C" C0 00 N r 0 N h - M h 4 -1 h r7 n r: M r O r7 r O •¢ r M r7 r CV M r M ,n M r• 00 d rr) ±• N N r� r O �") h 0) N r CJ 0C1 N 00 Ui N M N C�J C J 0 4 N 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 -- 28+00 29+00 REVISIONS JOB NO./DWG. NAME: 4114-PRI.dw " H p� �� P� f V F U_L TON R-1 E. 277 scale 1 "=5' v _no. date— ---- _--! description by ckd. -- - DATE: RAM 1 i 4 02/97 REVISED PER FCSA COMMENTS 3 25 97 — dsf MARC 1 U 1997 H,� �'/ L� �r �L17 A. MISLnusKY, Gilbert W. Clifford and Associates, Inc. PUMP STATION SHEET DESIGNED BY: R.A.M. Z 0 NM 020674 r,r 3 — D A ...r �' t (� 1 „;I F s� A N� Engineers Land Planners Surveyors 150-C Mole Greenwich Dr. 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PROFILES of 4 DRAWN BY: D.S.F. _ APPROVED BY: R.A.M. I --- -- — --- ---- -- (540) 898--2115 (540) 667-2139 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 5,000 P REINFORC CONCREI 4" GAL.V, VENT-- w/SCREENED MUSHROOM CAP 6" Diam. BLOCKOUT (typ. of two required) I 1 2" 2' 4" 1 6" Diam. BLOCKOUT (typ. of two required) 0 PORTABLE HOIST HALLIDAY S 1 R-3048 ACCESS HATCH O.A.E. N OL&W GATE 3" CONDUIT CHECK VALVE - BLOCKOUT VALVE LOWEST GRAVI SEWER INVERT . (not shown to scale) • GALVANIZED " GUIDE RAILS LO ' MERCURY FLOAT CONTROLS �T - " SLIDE AWAY • COUPLING -� • SUBMERSIBLE •, PUMPS PLAN VIEW FLOOR MOUNTED STAINLESS STEEL SOCKET WEEP HOLE S/8` BASE PLATE 00 2' GALVANIZED LIFTING CHAIN • REQUIRED BUT NOT SHOWN ALARM ' LAG PUMP LEAD PUMP OFF NOTES 1. DUPLEX PUMP CONTROL PANEL SUPPLIED BY PUMP STATION MANUFACTURER FOR ON -SITE INSTALLATION AND ELECTRICAL HOOK UP BY THE CONTRACTOR. 2. 3" DUCTILE IRON PIPING AND FITTINGS REQUIRED IN THE WET WELL WITH PLAIN END STUB OUTS 2 FT. OUTSIDE THE STRUCTURE. 3. EACH PUMP SHALL BE FURNISHED WITH A RUNNING TIME METER. MEASUREMENT TO BE IN HOURS, 4. THERE SHALL BE NO ELECTRIC BOXES OR SPLICES INSIDE THE WETWELL. 5. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 6. PUMP LIFT HOIST TO BE HALLIDAY PRODUCTS MODEL # D1A24B O.A.E. WITH FLOOR MOUNTED S.S. SOCKET. 7. TWO PUMPS AS SPECIFIED TO BE MOUNTED IN THE WET WELL. 8. CONTROL PANEL TO BE FURNISHED WITH ALARM HORN AND LIGHT. 9. CONTRACTOR TO PROVIDE SERVICE POLE FOR MONITORING ELECTRIC METER, CONTROL PANEL DISCONNECT SWITCH, CIRCUIT BREAKER ETC, STA TIG'N SCHEJUL E. Top of station 724]5 Float Settmgs Existing grade 724,00 All pumps off 716,00 Discharge invert 720,60 Lead pump on 716,75 Lowest Invert 717,50 Lag pump on 717,00 Wt well invert 713,67 Hlgn water alarm 71T25 6" GRAVEL BASE �t SECTION VIEW PUMP CH3ICE1 ABS DE Model PIRANHA 3 D,AL Rpm 3450 Motor BHP 3.0 Voltage/phase required 230V/30 Impeller # 3107731 GPM actual 60 TDH actual (f t) 54,3 Pump height (in) 20 l'- W �e 10C z 0 Q ILIJ = 8C J H 0 40 20 0 SECT. 400 ­ Am— 0 0 MOM 0MMMMMMMll MEMMOMEN �i NMI MEN No M NEE ME IN ONE Nil mono 02 IN 11No ;jNEMNM M I 100000 min MEM I on SOON OMMEMEMENNOMMENE INNNIMEM mom No EMOMMENIMMOMMMEM NOMMMO 101 M ON NNW .oMOMMINIMMEMOMMENN ONO � -MMOMMOMOM Bum w=�� ��..MINN NEONNINEMIN l-1 p,�: r �2 n LD A. MISLGVSKY. J z p NO. 020674 15 1 30 45 6+0 75 90 USGPM 2 3 4 5 6 LITERS PER SECOND Fulton/Route 277 Determination of Sewage Flows; Fulton Site Area 14.6 ac Estimated FAR 0.3 Estimated Office Floor Area 190793 sgft Office Employees per 1000 sgft GLFA 4.5 Employee Estimate 859 Water Use per Empoiyee per Day 35 gal/day Daily Flow 30050 gal/day Average Flow 21 gpm Peak Design Flow 52 gpm at peak factor = 2.5 WET WELL VOL, REQ'D (CU.FT) 7 for one min. pump off time min. WET WELL DIAMETER (FT) 6 REQ'D WORKING DEPTH (FT) 0,25 Distance between pump on and pump off DESIGN ELEMENTS, LO WATER LEVEL 716.00 FORCE MAIN DISCHARGE ELEV, 737.00 STATIC HEAD (FT) 21.00 _ .54 ► ICJ SIZE OF FORCE MAIN (IN.) 3 Vel = 2.4 fps DESIGN PUMPING RATE (GPM) 52 min LENGTH OF FORCE MAIN (FT) 2950 FITTING LOSS(FT) 280 y EQUIV, LENGTH OF F, MAIN(FT) 3230 W FRICTION HEAD LOSS (FT/100 FT,) 1.061 = TOTAL FRICTION HEAD LOSS (FT) 34.28 TOTAL DYNAMIC HEAD (FT) 55.28 J - 20 O PUMP CHOICE 1 ABS MODEL PIRANHA 3 RPM 3450 MOTOR BHP 3.0 IMPELLER DIA (in) 135mm GPM ACTUAL 60 TDH ACTUAL (FT) 54.3 STATION SCHCDULE (FT): - 10 TOP OF STATION 724.75 EX. GRADE 724.00 INFLUENT INVERT (LOWEST) 717.50 HI WATER ALARM 717.25 2nd PUMP ON 717.00 1st PUMP ON 716.75 PUMP OFF 716.00 BOTTOM OF WET WELL 713.67 WORKING VOLUME PROVIDED(gal) 158.53 0 ELECTRICAL DATA: VOLTAGE 208 PHASE 3