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HomeMy WebLinkAbout060-98 Dawson Industrial Park - Back Creek - Backfile,t d� r4 — �- ® TU JL7- A LL) AV llo'S L F _FL1 —FL- _F emm"1111111, .. VYL— L 9 c))- L 5, 1 J t4-0; IV -.2A AA viv/ N 1-0094" CC)) \\J 770 7munmm) (rn \,Cv, x (,\Dt,�7s Z11 (il A (��x A I- A A _ CQN,ST�h'IICTl©14'OTF,SF) F") GENERAL ( �� �.T I. The, contractor shall furnish all materials, labor and I ',,Tenl and perform all work including restoration for the RECEIVED completed installation of the utility sys",ems 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 �r� inia Department of Transportation, 'Jirginia Al Jr n 4 1999 Department of Health, Frederick County Sanitation Authority Fr�� the contract documents, :'. 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 DEPT, OF PLANNINCJDEVELOPMENT contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800- 257-7777. .. The contractor shall be responsiole for all construction stakeout. All dimensions, elevations and locotiors sha l be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. A. 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 h s expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. 411 groding for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. (a ,,; •: *. • , • i�" i • 7. 17 .0sheets shall be submitted to the Engineer for approval Prior to ordering structures and start of construction. "c 'fir • ` •; '•• . , " ��� `' All cutsheets should show existing round elevations at, centerline of utility, structure or road, and offset hub elevation. oa �"c'• """' m ERASION CONTROL g Y pini i �• o �• Cen r ��• i 1. 4 Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the �; , w l } 1" ?. <, F �' P P s Department. r `;� (r /, =l ,��' % � '1 �� �' - " (� _ I" )1 _ . Frederick County Public Work z. Temporal and permanent erosion control structures anc methods to be in accordance with the Virginia p, - `":' •.0.vPr i Erasion ,ontrol Gwdelines and local ordinances and to be utilized during the construction sod. g .� i 1 l / /�i ;f w men ,� _` `c; SLR 'E'T INDEX 9 per ) ) I • ,; wi 3. All erosion control structures shown or as required during construction sholl be continuously maintoined �If �" j) _ . )�• " 1All throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed �I' - - 'Z 13 �� •���, ��r -- — - —` —i�- at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days ( c ` ' �0 •+y ',� 1 COVER SHEET when construction is not in progress, JJ--- —_ _ g — 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying ir, the affected -- area. i� S ��1 "t , ����� "topsoil,, E _ : , - ; rk 2 ken MAP a. All unpaved areas of the site which are disturbed by this construction shall be provided with 4 r �- K ,) O . r r fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary tprovide a ��l �,' ' 9 " (C'� • ,� • ' '� • \ _''' SITE DEJELOPMENT PLAN good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve !awn conditions. c I �; �J! __!'�; ; ': ��' 3 FIRE A RESCUE : c ; �.':.aft , .��.SO r • - ,1�, 1�. _ 4 GRADING & EROSION CONTROL PLAN I Burning of land clearing debris requires a permit from the Fire Marshal. Burning of coAstnaction debris. ; n site " �' �• f +rr\�' - ----- -- --'-- is prohibited. ! ,"� r s l 1' 1-4, �.,� _:' • •' N•� •• \�,, 5 PROFILES _ Access for emergency veh,clles must be maintained at all times during construction. Temporary street signs X r r Jt f 0 -- -- --_- must be posted as constriction begins. Contractor must ensure that parked vehicles do nit impede access to fire ;'�, ;�� �� _! i " h-I , , i , t �` "( — - ----- hydrants fire Hydrants are not to be obstructed at any time. ,_,,- - �,. r�� t ';' ( •' r I i n ,�1� 6 MISCELL,NtCUS DETAILS FREDERICK COUNTY SANITATION AUTHORITY ,�> •,, p ' $ "'� r b r I. Water and sewer lines are to be constructed in accordance wth these plans and specifications and shall t t• _ �� i%� j _� 7 MISCELLANEOUS DETAILS additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate l n .I v 4_ ' �`� — --' ' 4 - --- ---------- with this agency and arrange for inspection by the San Cation Authority as necessary.f f -=` �' 8 FORCE MAIN WATER MAIN PLAN u, Exact locationsfor sewer and water services to be directed by the Frederick County .sanitation Authority , � � .. <�,o, � •) )j , � Inspector in the field. Contractor to provide assistance as the Ins"ctor may require in this effort. oaor.�rk+ 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of ;he laterals shall be •,, ; �r �� M) ' • �•: �, FORCE MAiN PLAN worked with a treated 2x4 post extending from the pplug eighteen 118) inches above the ground. The top six (6) +,e inches of the post shall be painted green. Sewer toieraf elevations to be compatible with gravity servo a to proposed 11 •; o ) buildings as shown on the Architectural drawings. I _ �ti -- ` i o , 1 Q PUMP STATION PLAN 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require:--_�_.- 0 the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final ` ,/ ✓-r l �� l' • • 'i a"> grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 41 w' l �' • '� all components of (he meter box assemblyto be in proper working orde•. It is the contractor's responsibility to have • • • �; � �Al-, �� .�✓ P P Y the meter box installed correctly. f \ e �`' i �/ Owner/Developer. 5. The Frederick County Sanitation Authority shall install all water and sewer services thct connect to existing lines. ! �, • •, `) / %� , ' C. BRUCE DAWSON P . P ty / i \ .�' , Z +R . ' ;- r . - �� -110-A INDUSTRIAL DRIVE The location of the to and the termination point of the lateral are to be coordinated with the Authori. s assistant engineer. � 6. The Frederick County Sanitation Authority shall top oil existing waterlines. They will furnish the materials for and f �° r r WINCHESTER, VIRGINIA 22602 make the tap, The contractor must make application for and pay the cos of this work. r 7. Frederick County 'Sanitation Authority cpprovol of ,his site plan expires two2) years from date of approval. l 1� 3.• Lam'' (' Y� ,c` SPH.: 540-869-3951 _f •,+�� u� Qs�! �' ,U.mo. lip ts FAX 540-869-4988 VIRGINIA DEPARTMENT OF TRANSPORTATION 1. AI work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT)� o h ;.. ' _ n Raid and Bridge Specifications, and Standards, The Virg nia Erosion and Sediment Control Regulations and any other --_--- - state, federal or local regulations applicable. in the event of conflict between any of these stancards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety h Health Administration Vic -in it y I V ( _ a p �"O� XH and VOSH Rules & Regulations. 3. When working on VDOT right -of -way, all traffic control, whether permanent. or temporary, shall tre in accordarce „ _ .a F ` with the currert edition of VD work area protection manual. Furthermore, all traffic control ftaggers must be Scale 1 - 21000 ce titled in accordance with VDQT's January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04— C. 4. De,' rl features relating to construction or to regulation, control and safety of traffic may be subject to change AL A. I.•LOWSi'.Y, Z as eemed necessary by VDOT. p NO. 02,0674 5. Prior to initiation of work, Contractor shot! be responsib a for acquiring all necessary VDOT land use permits for any work on VDOT right—of—wa f , r 1 a. If required by the local VDOT Residency Office, a preconstruction conference must be arronged Ord held by the r �j �/� 1998 � Q (t( v engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT 1 �-+ 1 pj v prior to initiation of work. f 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined , �_+L d 1 + "K..,).. c S ��pNA length of time. VDOT will also require 48 hours notice for any inspectionCa �3. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- � ROVED ' 1 on way Co construction and maintenance Furthermore, taccess to totter Properties saffectedh by t sr project shell be A S _q 4 — maintained through construction.�b 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of /-------• -- construcaion. roved b Frederick Count Zoning Administrator 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum .36" cover and, • • QQ • • Approved Y Y 9 when possible, b be installed under roadway drainage facilities. gi t • 11 f d so c 1 a es,, inc. 1. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention cif the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined �J by the engineer and approved by V.D.O.T `2. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement � `�i ------------- ------ of filL ,3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall oe compacted in n" Engineers • �SnC� ..j Planners • Surveyors Site Plan Approval Valid for 5 Years From Date Shown H nee Date 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 right-of-way, At the direction of VDOT Inspector E density tests performed by a qualified independent agency shall be conducted as required it the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT opprova'. 2UU North Cameron �t. 1.4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where 150-C Olde Greenwich Dr. determined necessary ar by Vran Inspector, Winchester Virginia 22601 "5. The installation of a-ry entrance: and mailboxes within anY dedicated street nigh. -of -way shall meet VDOT Fredericksburg, Virginia 22401 g minimum+ design standards and is the developer's responsibility. f PHONE: (W) 667-2139 Project Number' 16. If required by'the local VOOT Residency Office, conies o1 all invoices or materials within any dedHaoted street PHONE: (540) 898-2115 right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be=A%�.' (540) 898-2115 FAX: O 665-D�i93 obscured. T7, Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be �� installed by the developer or, at VDOTs discretion, by VDOT on an account receivable basis. ,8. CC-12 Curb ramps (Persons with mobility impairments) should be constructed aNumber locctions as shown on the Sheet 1 tlumber of plan sheets or as directed by the VDOT Engineer/inspector. REVISED 10-16-98 PER F.C.S.A. COMMENTS 9 _ i r _ / + Q LEGEND. T.M. A-801 ° Q w IRF VDH MON +' BLACKBURN LIMITED PARTI RSHIP 9 qoh / q '4 ZONED: RA _ o IRON �'OD FOUND � � _ , . o t�°� TSE: AGRICULTUR of CONC. YDH MON. / �� " 971.42 11%+ +�° N 41 °28' 42>, E O/H UTILITY LINE + WOOD IN / O�°? +o + + �o�° 58 >T. R. I STA: 10+65.83 EXISTING FENCE / (..°F / / .................. .......................,�...... C.L. CUL-DL-SAC 3 R s� PROJECT SUMMARY +s 1 TAX IDENTIFICATION NUMBER 63-A-59A TOTAL PARCEL AREA 26,4493 ACRES / + � ZONING M 1 I I � ADDRESS +,� J I • ° � � CURRENT USE VACANT C) / 0� + +� ° ;_F PROPOSED USE OFFICE I / s EXISTING LOT AREA 26.4493 ACRES + a eo R �qs DEVELOPED LOT AREA 2.7977 ACRES Z J / J/( r y —i ?9 'rsSLIBACK e l ) �— Q g+ +' I REWIRE PROVID W e'A !� c�j �s° •' +�o i I g FRONT 75' 79' + SIDE 1........................................................................8°sb ....................... EAR 91.19' 9 z �. c�� 2 o O / I °s , FLOOR AREA O / Z PHASE ONE 11,182.50 SQ, E + 4 1 f I moo , -� ° PHASE TWO 10,500 SO. FT. OFFICE ' 1 ' v ATOTAL 21,682.50 SQ. FT. co + o° + I S DEVELOPED LOT AREA 2.7977 ACRES (PHASE 1) + +p e °'!A � RIGHT-OF-WAY DEDICATED 3.0610 ACRES I + 03s LOT AREA DISTURBED 2.59 ACRES 4; .� + FAR ALLOWED 1.0 00, Q, + � • os :) m FAR PROVIDED 0.17 (BASED ON FUTURE LOT SIZE) I' o MINIMUM LANDSCAPED AREA 25% 30,797 S.F. LANDSCAPED AREA PROVIDED 47.79E 58,801 SQ. FT. PARKING REQUIREPROVIDE QTOTAL s >^ 63-A-58 1 V PHASE 1 PHASE 2 PHASE 1 PRASE 2 CENTRAL COCA -COLA OFFICE ' I (1 SPACE/250 SO, FT.) 44.7(45) 42 87 e g:IA BOTTLING COMPANY INC. STANDARD '� ' HANDICAP SPACES 4 0 44 — 0 — 41 DB 90� PG 568 _ I -- TOTAL PROVIDED 95 --- .__ ZONED: M1 PARKING LANDS(;APING USE:. VACANT PARKING LOT PERIMETER 1140 FT. I PERIMETER TREES REQUIRED 28.5 (01 /40 FT.) 1 � p�o�oSEO 1 PERIMETER TREES PROVIDED 28 INTERIOR TREES 4 0, � LOT #2� _— INTERIOR TREES PROVIIDED RED 9.05 (®1/10 SP.) c LOT #3 ) 5.9499 AME5 PARKING LOT LANDSCAPING REQ D. 1,558 SQ. FT. ®5% PARKING LOT LANDSCAPING PROVIDED 3,516 SO. FT. -I F PSINKHOLES, to 4• v �� v I I OR OTHER ENVIRONMENTALFEATURES ON THSITE.WOODLANDS NOTES: T 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE o oci LJO/ REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. Q 1 lS SlA 4+65.00 �I Q' + END SSE + CUI�STRt)CI�N n / I 2. ALL LIGHTING IS TO BE CONTROLLED TOPREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. T r c" m cm Q N q N^ 1 Go 0 L s �- •� 7 CV Cto w do d .� .J CID V � 3 w 1��w..� XX LL4.W l ( N I q iI .... .. .. .. .... .................. ........................ I I �05ED o(4300� zPLANTING SCHEDULE �zoLn BOTANICAL COMMON NAME SIZE SPACING QUANTITY a v,z w� �-'� o wLOT #1 QUERCUS PALUSTRIS PIN OAK 2' CAL. 0 6' HIGH AS SHOWN 17 w oz THE YEAR 2020 WATTS PLAN CALLS wFOR IMPROVEMENTS TO BOTH 651 I •L m � . F : 2.797 7 AGRES I ZELKOVA SERRATA 'GREENVASE' GREENVASE 2' CAL. 0 6' HIGH AS SHOWN 11 ZELKOVA v(SHADY ELM ROAD) AND ROUTE 37. KORNUS COUSA KOREAN DOGWOOD 2' CAL. 0 6' HIGH AS SHOWN 1000 I THESE IMPROVEMENTS MAY FURTHER IMPACT ` (r1} - -- — - - — ® � ILEX CRENATA 1iETZ1I HETZ HOLLY 36 HEIGHT_-_ 4 0 O.C. THIS PARCEL �� PHASE 3 ROOF : � `�+ c� J I O __ 11 5,250 SQ. FT, OFFICE Ilili f ) IN MAX BLDG. HGHT 35 FT SEEDING REQUIREMENTS 0 0 D S PHASE 'i BC B R U S � I ALL DISTURBED AREAS NOT PAVED WILL RELIEVE AT .A MINIMUM I 5,250 SQ FT. OFFICE 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS }8 s m - 1lAX. BLDG. HCHT. = 35 FT. E • —� • 2-3 LBS. �MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. •(�...... 1 LB. ANNUAL RYE PER 1,000 SO. FT. I PROPOSED OFFICE BUILDING 70-120 LBS. MULCH PER 1,000 SO. FT. — F. F. ELEV. 790.50 11,182.5 SQ. FT. FIRST PHASE FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE W. BUILDINGHEIGHT= 24 F"f. TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A I Q G I I MINIMUM LIME SHALL BE APPLIED AT 70_ 120 LBS. PER 1,000 SO. FT. ( � J Q Q Q +� 1 I I c A I I I - RELOCATION OF THE VDH MONUMENTTATION 4 GRAPH/C SC,44F I h SHALL BE ACCOMPLISHED BY A LAN SURVEYOR — -- -- ---- -- ---- - ,� , �'°' ` --- -- i so 3o r n LICENSED IN VIRGINIA. + �. ....................................................................... ,........................................ _ _ ( 1N FEET -- 1 inch = 60 ft. +�r — „�--- — — ---� —---r--- — — 790 - —� VDH MON - _ • -- 49 9 S43°08' 28"W _ - 7 f 800W------ - I ..................... •................................. . _ 3eo c rnz,o z,• ... ........ a�T� �'f�TE{�-��•'•p,il.�',k�,•�f'F.ED.Ll1u1•LT...................... ............................ ...,.....,. ..............,•��,• C�•�i �52 _ - y IA�LE YlpTN_o.4 ILE Y T 1Tao _ If _ — �- 57 T-7 _ f T.M. 63 - A -61NCE�500 SIGHT DIST Y50� GENERAL ELECTRIC COMPANY SIGHT LSTANCE= >� f USE: MANUFACTURING DRAWN BY: ✓OS PROJECT NO. 8082 DATE: 8/27/98 SHEET 2 of 101 54' R/W (DAW.SON ORIWE) 18' 18' 114 1.5 " SM-2A y BM-2 - UO- 4 TYPICAL CG-6 CHANNEL UD-4 & COMBINATION UNDERORIANS TO DOWNSTREAM DROP INLETS. AGGREGA TE LA YERS TO EX TEND 1' BEYOND BACK OF CURB. TYPICAL ROAD SECTION - DAWSQN DRIVE N.T.S. 25 MPH - 54RIW ^ 1641 TPD PROPOSED 4' W 17.50' OFFICE BUILDING ACCFSS _ zo PARKING F. F. 790.50 2' VDOT CG 6 W/REV 6 UTTER FINISHED - SLOPE GRADE I� -- �`- 8' 216 00 L6" FORCE MAIN 12' WATER LINE _ SECTION A N a 3 I% -P ZI PROVIDE TYPE 111 BARRICADE (PHASE 1) STA. 4+65, 00 END PHASE 1 CONSTRUCTION PROP. STR TYPE. DI-3B END PHASE 1 WATER 12' GATE VALVE & 1-12" JOINT _ PIPE. PLUG PROVIDED IN PHASE 1. o C Culvert Summary Culvert Inv. In Inv. Out L(ft) D(In) S(%) Type 1 781.00 780.65 56 23x14 0.63 RCEP I 2 780.75 780.50 36 18 0.69 RCP m o o o __5 o 3 781.10 780.95 40 18 0.37 RCP 4 782.90 781.35 53 15 2.92 RCP 5 782.20 780.50 100 15 1.70 RCP 6 789.50 788.95 40 ' 24 1.37 RCP 7 790.50 ; 789.70 28 24 2.86 RCP W 8 788.75 788.25 a 20 24 2,50 RCP 9 784.50 782.40 35 15 6. DO RCP =EZ 10 785.50 784.70 165 15 0.48 CIVIP N Storm Inlet Summary d Str. No, Inv. In Inv. Out Inv. in. Top Elv. Type Throat 1 781.00 ES-1 MODIFIED 2 780.95 780.75 785.10 DI--313 10 3 781.35 781.10 785.10 DI-313 12 > t'n a 4 782.90 786.90 DI--38 14 5 782.40 782.20 787.20 DI-3B 12 6 789.70 789.50 794.50 DI-313 13 4 � N � 7 790.50 ES-1 0 8 788.95 788.75 794.50 DI-3B 13 9 784.70 784.50 787.00 DI-1 10 785.50 788.00 DI-1 co Cn co 0 CM 10) _ LEGEND 0 0 I I N hl i I PROPOSED CONCRETE Q CV PROPOSED PAVEMENT (8/2) -- PROPOSED HEAVY DUTY PAVEMENT (8/3.5/1.5) UTILITY PEDESTALS Q L� I ^ 00 ` y EXISTING STORM DRAINAGE & STRUCTURE 0 .. PROPOSED STORM DRAINAGE & STRUCTURE 0 u. PROPOSED WATER MAIN w �.---.•- � N EXISTING WATER MAIN 0 PROPOSED FIRE HYDRANT �, 4 • PROPOSED GATE VALVE & BOX w*- PROPOSED CURB & GUTTER ;_ PROPOSED CURB W/REV. GUTTER 'SLOPE C PROPOSED FIRE LANE FIRE LANE EXISTING SAN. SEWER AND MANHOLE "v PROPOSED SAN. SEWER AND MANHOLE�- PROPOSED UNDERGROUND ELECTRIC SERVICE --+ ELEC 1 °J PROPOSED UNDERGROUND TELEPHONE SERVILE 1TEL1-- • PROPOSED GAS SERVICE --I GAS 00 LQT #3 PROP. STR I OP. STR 9 = VDOT CG-12 I `m FAs � 1 .� _ V 2 v AGREE) TYPE: DI- I -��, ` � .78.00' 18.00' m � E.� DI- ♦-T TEMPORARY WHEEL STOPS � I � � - •� 14.�'12 -I r i PROPOSED OIL FICE BUILDING UTILITY ROOM 3 �' ' -� PART OF PHASE 1 I 29, 1 _- ACCESS ONLY W PHASE' ll - -- r- F. F. ELEV. 790.50 -� �, b C -- _ ► --� 11,182. 5 S FT. FIRST PHASE TTMPORARY PROPANE GAS TANKS 0 LAN05CAPEO HEOGE POW Q 1 (USED UNTIL SERVICE PROVIDED 1 W �05� MAX. BUILDING HEIGHT = 24 FT. BY SHENANDOAH GASJ .t to > U.W I (� '� . h - - - I POLE MOUNTED HANDICAP PARKING I NOTE., 114 FT - 8" PVC SEWER ®0.51 �____I I ; - ROP. STR , 4_-�\ _ ^V I SIGNS INSTALLED PER VIRGINIA -� CURB AND GUTTER AND PAVEMENT FOR PHASE 2 PARKING AND t INV = 779,60 TYPE. D1-3B c-� CLEANDUT- I STATE CODE SECTION 36-99,11 / 18 SHRUBS AND PHASE 11 HEDGE ROW 40 PLANTS ALONG THE Y- 35.0jPAL ( � � v ��' 1_ - _ _ _ _ I PROPOSED RIGHT-OF-WAY ARE REQUIRED FOR BUILDING EXPANSION. N 0 i a _ _ _ _ PROVIDE ES-1 - � I ti 4� �''ER OUT AS S I - T I ° I CONCRETE WHEEL STOPS ARE PERMITTED UNTIL PHASE TWO IS o _o w ' o w �` - -____ DEVELOPED. A BOND OR IRREVOCABLE LETTER OF CREDIT MUST " Q z BE �s. �' ---------= 'I PROVIDED TO ENSURE COMPLETION OF THE PHASE 1 PARKING `` �� OW U Z a \ I I I Trn P.1_3B 3 j�/ % �`��' _ _ -- AREA SHOULD THE PHASE TWp EXPANSION NOT OCCUR WITHIN '� I w a a w PROP. STR 2 j �s� T -12 a s' TYPE: DI-3B I I i �S ) N �� c - ( Plc) 3 YEARS. THE BONA SHOULD COVER INSTALLATION OF VOOT �� ' �\ 9 9 I CG-6 IN PLACE OF THE TEMPORARY CONCRETE WHEEL STOPS °' 0 0 C� CLEANOUT I TYP 1 x _ _ s _ VDOT CG-12 , l 918' 8 8 , ' - 8 � yTYP.I PROVIDED (225 FT.) AND PHASE I HEDGE ROW (18 PLANTS). DETENTION POND DISCHARGE STRUCTURE-� I I ?' �, PROVIDE ES-1 ( 10' Y �'� 5 FT. PARKING SETBACK � �_ �, cD I A �[ 1**<z C3 Q - _ FOR CONTINUATION OF WATER AND 0A*0*_ FORCE MAIN SEE SHEET 8 OF 10. 320 FT, DRAINAGE EASEM _= F 2 4S EL.- I '� VDOT CG-12 - tJ 4 CONC. S1nrWALK F PROPO RIGHT -OF -WATT ---12" WATER MA --12 WATER MAIN 20 FT. WATER EASEMENT W ,� IXW �+ 1--- w 5 FT PARKING SETBACK W w I w w W -� TT-, -- -�- "- - - r - T \-- SUCTION LIFT STATION --3 HEDGE ROW ��, " 36" HEDGE ROW 1-12" GATE VALVE PROVIDE ES-1- g BASE AGGREGATE 8 1 WATER SERVICE - 1- JOINT 12' PIPE c 1-12 GATE VALVE ( :-' BASE P R O f 0 5 G I) PROP D 6" SAN, FORCE ca J t 1-12 PLUG 1-12 x 10' TEE 4 7-�G4Tr V -�- PROVIDE 3-5, 10 FT 1NV. = 777, 97 UE Conc. Endwall (EW-2) 1- FIRE HYDRANT ASS'Y C1 -' LONG, 3' ON CENTER 0.0279 AC. TO F05A f HASE 1 � ----- PROVIDE ES-1 MODIFIED PROVIDE ES-1 MODIFIED "` I LA N05 CA PEO HEDGE POW (TO LOCATE CG-12 AS DIRECTED BY 7✓51V - - - - - - - -- - - - -�- - - - - ---i�DOT7NSPECTQR ._ - l `fly 0971t NCE 5OND)- - Cane. Endwall (EW-1) Each End CD-2 REQUIRED- INV.=779.10s - - _`---------. 24" RCP r ' 48' TAPER �I 12' SHADY ELM ROAD PROP. STR t6 _(MOD. fOR H LESS THAN TYPE. DI-3B f�, ✓ V END PHASE 1 SEWER LOT #2 - 2 JOINTS 8" SEWER 02.949 WITH PLUG IN PHASE 1 -CG12 HANDICAPPED ACCESS RAMPS �^ PROP. SEWER MH 1 SHALL BE PROVIDED AS DIRECTED BY 5.9499 Alen E5 - RIM- 795.00 THE VDOT INSPECTOR. INV IN= 787.20 (2) 1W.. OUT= 787.00 25 ft. BUILDING SETBACK PROP. ST -L TEMPORARY WHEEL STOPS - -- PROVIDE ES- i �� PART OF PHASE 1 PARKING SETBACK $ 5 FT PARKING SETBACK --- -- - -- --T-- m I OPAQUE BOARD FENCING AND GATES REQUIRED. N LLB B.R.L. �. • ~ MIN. HEIGHT AS HIGH AS THE DUMPSTERS USED. W 1F SMT - 3 ( 9 0. ; `j PROPOsEn 85 FT - 8' PVC' SEWER 0 0.5% INV. - 787.63 I I � l',�� � ( �� � - � _ 4 ;r --�? v� \ --' PHASE 2 PARKING LOT LOT #1 ...... I a 30 Fr. DR , --- �' - ,..� I . 2.7977 AGR E5 ICE (D _ �' 1 S.. I - EASEMENT TEMPORARY 'WHEEL STOPS 36' HEDGE _ i ' PART OF PHASE 1 At�EyE47 # > �.1• 1 112" SM-28-� MATCH EXISTING CROSS SLOPE 3 V. 9M-2 Z_ E END 21 B I ► I; 8 21B 1 > T RaOND LrOff I WELL COMPACTED SUBGR40E 0 PAVEMENT ( (E3 20' - SHADY ELM ROAD WIDENING SECTION ` ► 10� a 54' R1GH11-OF-WAY j 1� Q PROP. STR 10 -----"� TYPE. • DI-1 n v; 150 PHASE 3 5,250 SQ. FT. OFFICE MAX. BLDG. HGHT. - 35 FT. 150' PHASE 51250 SQ. FT. OFFICE MAX. BLDG. HGHT. = 35 FT. 150' �a I I 25' B.R.L. 35.00' ii 10o' TAPER _ -- -�--- -- -- ,---'' 'y -- - __ 100 TURN _ OAD _ �-------- 5HA 5ECONPAR VA.-__ CRAPfi�/C SCALE 1ZIA�L WIDTH RIW) (VA 3t� 75 v 3U EC? 1N FEET 1 inch = JO ft. q � � q � V W \mil O q � w SCALE: 1 "-30' DRAWN BY: RAA9 PROJECT NO. 8082 _ DATE: 8127193 SHEET 3 of 10 ff Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 781.00 780.65 56 23x14 0.63 RCEP 2 780.75 780.50 36 18 0.69 RCP 3 781.10 780.95 40 18 0.37 RCP 4 782.90 781.35 53 1' 5 2.92 RCP 5 782.20 780.50 100 15 1.70 RCP 6 789.50 788.95 40 24 1.37 RCP 7 790.50 789.70 28 24 2.86 RCP 8 788.75 788.25 20 24 2.50 RCP 9 784.50 782.40 35 15 6.00 RCP 10 785.50 784.70 165 15 0.48 CMP Storm Inlet Summary Str. No. Inv. in Inv. Out Inv. In. Top Elv. Type Throat 1 781.00 ES-1 MODIFIED 2 780.95 780.75 785.10 DI-313 10 3 781.35 781.10 785.10 DI-313 12 4 782.90 786.90 DI-3B 14 5 782.40 782.20 787.20 DI-36 12 6 789.70 789.50 794.50 DI-3B 13 7 790.50 ES-1 8 788.95 788.75 794.50 DI-313 13 9 784.70 784.50 787.00 DI-1 10 785.50 788.00 DI-1 I � \ .r -j W. STR J6 jMOD. FOR H LESS THAN STA, 4+65.00 I TYPE ID 3B .- / Q END PHASE I -fV NSTRUCTION I ,x, -' PROP, STR8 PR SEWER MH 1 \ TYPE. Dl-3B I ,� 795.00 INV IN= 787.20 (2) \ / INV. OUT= 787.00 (IPA 1P 792 � PROP, STR 7 \ C8 O PROVIDE ES-1 PROVIDE ES-1 = 88......................................................................................... ....................................................................................................................................... INV..2.... 1 RFC H1 PT. 1 9. ''�7gp S.F C� I I j 190 .. ......................... ; .... 7 .......................... _ '50' P_ 3 PHASE sTR �oROOFi °1- ' 5,250 SQ. FT. OFFICE - ---- - --- IP a , MAX. BLDG. HGHT. - 35 F T, 150 � - -- - PHASE 2 5,250 SQ. FT. OFFICE UPON COMPLETION OF THE STORMWATER POND, 1s I ----- �: MAX. BLDG. HGHT.- '35 FT., WILL BE NECCESSA R Y TO SUBMIT ENGINEERED COMPACTION PROP. STR PROP, R 9 150 TYPE. DI-38 -- TYPE: Dl-1 = a'/' REPORTS TO FREDERICK COUNTY DEPT. OF PUBLIC WORKS. I PROPOSED OFFICE BUILDING ELEV. 790.50 I .� - - - -- - -- � - - _._. - - - ' .. c9. , - . ,,. � . . •, .:� _ .. _ --� 11,182.5 S I PHASE Q, FT. FIRST PH fi c 75, .MAX. BUILDING\ HEIGHT= 24 FT. ............. � STR 14 p -� TYPE: DI-3B ll VIDE ES-1 I C 811, PRO cn 786.60 PROVIDE EC-1 f - la Lo= 16 FT. P. W= 18 FT. . �_. `n PROP. STR 2 11 i ==- \ `� r a 'ss ' T 89 8 i� 18" HIGH CHECK DAM i "' VDOT CLASS 1 RIP RAP TYPE: DI-3B C 0 � DETENTION, POND DISCHARGE STRUCTURE m � - I P y 789.85 z NV 719.50 PROVIDE EC-1 Lo= 4 FT T C , �d W= 5 F7 IP ` C�' , T /,89.(h7 C 9.40 C 189.40 8.50 - RIP RAP 320 FT DRAINAGE72 EASEM - -- ` -- _-- l - PROVIDE ES-1 --................................ ............:� ................. I 784 l i M 1 786 W W - - - . V I . I w -i 4 NO RIPRAP TO BE kAaED ON PROVIDE ES-1 MODIIFIED SF 10 VOOT d `� VOOT RIGHT-OF-WAY i INV. 779.7 7 0.65 lP U PROVDE - i 0UIF1E0 - - PROVIDE 112 CU. YD. - - - - - - - - Cone. Endwoll (EW-2) 9.05 10 81.00 "T CLASS Al RIP RAP INV=777.97 , PROVIDE EC-1 PROVIDE EC-1 St .33 ,Ac- EXISTING CULVERT 7, 8.63 • TYP. OF 2 PLACES MOVED RE TO BE 1 .84 Lo= 28 FT ' • • ... • ' Lo= 4 FT. 0. 79V. =77RE - 7. 4 2 - - W= 29 FT. _ - W= 5.5 FT - - � 8167 Sly - SF SF t ' RFCD .._ ._ Conc. Endwoll (EW-1) Each End _ 780 RFCD INV..=779.10- . -VVy .......... _ SEDIMENT TRAP _ SF-- ELM AD' ...... R-0 - ... 5 ............................. ..z Y -- -H-A v Y ---- - --W11)� GRAD OSO,4LE - __ - - - ---- -- 1 HR/- - ..-_ --- CONSTRUCT,ON ENTRANCE WITH WASH RACK ``:� 30 1.� v 3n 60 VARIA13LE A TEMPORARY CONSTRUCTION ENTRANCE PERMIT FROM VOOT MUST BE SUBMITTED TO THE FREDERICK COUNTY DEPT. OF PUBLIC WnRKS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT, ', ( /N FEET 1 inch = 30 ft. LEGEND EXISTING STORM DRAINAGE & STRUCTURE ❑ PROPOSED STORM DRAINAGE & STRUCTURE - -- PROPOSED CURB & GUTTER - DRAINAGE FLOW EXISTING GRADE PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION SEDIMENT TRAP ROCK FILLED CHECK DAM RFCD DRAINAGE AREA BOUNDARY ....................... DITCH Base, B Q 10 Depth, D JLi Lining Depth, d X1-B 0 0.70 GRASS 0.70 X1-A 0 _ 0.75 GRASS 0.75 X2-A 6 0.50 GRASS 0,50 X2-B 0 - 1.50 GRASS 0.75 II--- B STANDARD DITCH SECTION REOUIRED (d5o =9 0 0 m O O o Z q� � w � W SCALE: 7 "=30' DRAWN BY: 'IDS PROJECT NO. 8082 DATE: 9-28-98 SHEET 4 of 10 7stsx Tzzi' 789 78J 771 W� W CS DAWSON DRIVE n CG-6 Ec-1 f_56 FT. 23 x 14 RCEP ® 0.00 - ES-1 A00DIFIED -� REQUIRED N 0-+00 PROFILE- C 1 z 3-A 10' LONG JON CENTER v z' U C-; I .Q oq U--)N U �Nx O q 792 N ^ � � 'r7 o � o � 00 00 Q;��o�r\ I L6 II a� (r� I lrj II P n p lL; n? i* C.": CY i_� 54 FT. R/W 786 — DACON DRIVE I C3 C2 318`RCP0. 40 .18`RCP ®0.31X f®X _ 0611 780 EC-1 AND ES-1 REQUIRED O 0 775 0+00 15C RCP 0 2.9 53 1 +DO PROFILE- C2 - C4 0+00 1+00 2+00 PROFILE- C5 THRU C 10 804 792 780 N 7b8 O 765 O Q �y r Lr) N v 0 �12" WATER MAIN _ w U Lr> . U 3 N ® U �x U > U -nc I 0o q m 3 3 �r N � 00 C4 ��Q I � I ~ Q Q I t\ cz�II N x� N � N . . ± II U N NCVC)1-0 }. ti 777 N N cn cn I N U-> 150,00' VC PVI STA = 2-1-90.68 PV1 EL EV = 787 98 O A.D. = 2. 16 V 3 W 4o (C8) 24" RCP AT WATER LINE FINISHED GRADE AT J PROP. WATER LINE b SDR2 � WATER LINE r ° PVC SE 21 18" SEPERATION REQUIRED BETWEEN 10" WATER AND 8" SEWER W z U Qo 3 CL o a Q �cr- 4 ® N W W 3C.� Oij ►� a Cr N Q C�OCL �0 O 0) O �o PROPOSED SEWER MH RIM= 804.50 INV. IN= 795.70 INV. OUT= 795.50 206).00' VC HIGH POIA'T EL EV = 804. 19 HIGH POINT STA = 7+ 61.22 PV/ STA = 7+00 PVl EL EV = 805.00 O o A.D. - -5. 16 K = 38.78 SIGHT DIST = 228 FT. v lfi � A Qj 2 W -1. 36" MIN. COVER FROM 238 �7 - 8" PVC SEWER A 0.54% WATER MAIN TO FINISHED GRADE °2.94x �g2 � 18" SEPERATION REQUIRED - �---- BE 10" WATER AND 8' SEWER STUB o 2 JOINTS 8" SEWER 0 2.947. o WITH 8" PLUG IN PHASE 1 + STA. 4I+48.00- 24" RCP (C7) 1NV. = 790.10 ®8" SEWER NOT PART 0F THIS CONTRACT- NOT APPROVED BY F. C. S.A. w z W 0 Q Nct, �cp fir\ �� p� G^ �,� OO O �� O NO O �� O �p O �u� O nt QJgj �� a0po �� cOp� �^ � L6 cb� N� � 00� r\^ Cf� oo� �� Cj pp �� O % pp ►�,� lr j pp fir\ I� �p �� pj pp N,� 00 O 00 raj a0� CF Op mop 00 ��;._ ltj 00 C} 00 p C} Q) l � 00 n� C�j 00 `� 00 ,� .� G • 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7-1-00 PROFILE, - DA �l ,5011T DRIVE SCALE- 1 "= 60 ' H0,4/Z. 1 "=6' VERT. GRAPHIC SCALE 30" 75, 0' 30' 60 1 INCH = 30 ft. HOR/Z. 7 INCH = 3 ft. VERTICAL 804 0 cN 798 1 t j R F� 2 8+00 C8 20 FT. 24" RCP 0 2.50% _ PROVIDE ES-1 786 � O I 785 0+00 1+00 PROFILE- C6, C71 C8 AND SANITARY SEWER 9+00 10+00 11+00 DRIVE a U �e W to- z 0 3 0 0 780 114 FT 8" PVC SEWER J l% 777 ^ 1010 0+00 1+00 PROFILE- SEWER ACROSS DA WSON DRIVE fA v, cn W z a a: o o U U Q N N U U �y o a n v I I I 0 ffj *+ �' .03 > LL� o co m (ID 00 v 4) " 3 w cilI v Q >u.w \�Gq 4 O owe � _ UO �LJ0 N F_. C'l�Z Q �� �0w c U �N 0 k W 0 - t 0 LX O W SCALE: AS SHOWN DRAWN BY: 1I. D. S. PROJECT NO. 8082 DATE: 9-23--98 SHEET 5 of-10 - top of manhole at gorse in pimment areas unlesi otherwise directed top shah be sef 18 min, above grade it easerriert areas scpare skid pad 6' tlNck -� contractor to grout monhof,� cover n place .4 ,� 4 boles (3/4' dia.) odjustment rings (I I" mmL) et concrete AS11AC-150 -1"4 It2' or 16' 4000 psi jolts are h be sued — with "0' ring gask4l ° i pioneer 301 mostic applied between Otis and on ° exterior side of Of!; 1.'V vo'iable _ _ — pipe to montale ' h • ' connecinn to be l by flexible sk w invert channel to ide a ! 3' 0' smooth transition io t) out, for all cone -tuns 0' Max, \ - - _ grout bottom of manho�•�r: ^" lop of bench -well to form channel r ";r tier- :•e:?'',�`"` t k` e' i , f�Kan some ell. as tap d e �,�,{ r• pl Al .. . F ° ' ° I- -- .. . e. I . ., 8' a 6' bedding stout NOTES i Manhole sections shore Nose on external coating of aparmW bitumastic water (roofing prim to Wallotion. 2. If adjustment ekv)tan exceeds two nctles vie concrete adjustvirt rings with i exterior :outing of Niumastic water proofing 3. Final slope odjustrnent of rnonhole frame may be bf shims and non -shrink groin. 4. Skid pod to be placed around manholes located n shotdders of roods 5. Fla tap casting stop be urea on Shallow nrxdale (6 tt. or Leis) instakbons. STANDARD MANHOLE F IgUrE 12 thrust block I 6" dia. schedule 40 steel pipe filled wit 3' concrete and pointed yello a 7' L I 0 18' dia. 1 '-6' O concrete — encasement 3 —� BOLLARD DETAI!_ direction of setting to be approved prior to installation as requirea 2, min. - 6" max. I stone to be minimum of 6" above top of b concrete pad 1'-6" sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 I strew type adjustable valve box I \ I Vklocator peg i; mechanical joint - swivel tee with 6" oranch ME1'ER BOX cnd COVER METER BOX (See Note) MUER BOX COVER 18 in. Dia. Non -Traffic M32C-PW Troffic A32HH •- T 24 in. Dia. Non -Traffic MC•-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC--30 (Frame) WITH RML-' 2-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall excised 2000 pounds) treated 2"x 4" with top p inted blue r'neter ;over set 2" above fin. grcde prior 18" varies as required � to sodding - corporation stop 3' stone bedding 18"-21 .-meter by F.C.S-A _ meter box surrounding bo>' T 1 „ angel (check valve 6 min. nith drain valve 45\ 8"min. angle yoke �`�-- 1 ball valve LJ type K copper tubing, continuous voter without tits from 2 ft. main to meter —A rrain 6" stone bedding METER SETTING PARTS line size meter size yore'' angle yoke angle check expansion ball valve valve wheel 3/4 5/8'x3/4' Y502 BA94-223W HHCA54-323rD-G EC-23 1" 3/4" Y504 BA94-344W HHCAS,4-323TD-G EC-23 1" 1" Y504 BA94-444W HHCAS4-444rD-G EC-4 transition to meter setting as required curb & gutter �Streef 3' M INSTALLATION NOTES: 1. Exact location of meter box assembly to to be approved prior to installation. 2. Water service crossing street shall be encased in 2' dia. SCH40 PVC or to SDR21 piping. The piping shall run from 2/4" type K one foot beyond sidewalk, across the copper for 1 street, to one foot beyond sideviaik. single meter installation — 1 "x3/4" wye DUAL METER INSTAI-LATION 5/8", 3/491 & 1 /e METEIR INSTALLATION Figure 5 AMENOMEN- NO 3_ -_ OCTOBER 1998__ CGit Top( avb PW down to a d INf pant to Pa Uri mNlrxo d runt MtgN it ! p Prwlssow Were aWWrcaws. Carsftritcwon JOIN efts _ _ fad •o•e. o•o �? o Vr. J' WA o. o ft F'aY Uri (,y^.rt - - - ,r - T - - Pay U!e CG- Var.widm Sfdeeat Cow / r i I r Slaswas some Var. w/aYh .000 lsro" Sloe at w ova .yr,4 Wn CanMM stru+el'r N P Uns CG /2 1 S/de•r� o.o i S� O 6. TYPiC'AL AtrERNATE RAO/At PLAN FOR USE AT APPLICABLE STREET •5 ? s e IP _-C Ct1wNECTlaN5 AND COMMERCIAL • For Camw0of Enttorre Yt:l CrrrW ! Nsay Tru-,t Trdrlc Mlcrporrl 1 RADIAL PLIA stir /y ENTRANCES. sr StoMwd CGO snot 2b 1/0 i A r iJ J i ssfsesete Jd. �LbWesf/m E9 vd�lkdffit � Sdt r I Q $dt 6 •'� qaP ► c .o uo 0 .a .o• e I o; Sl4os IL/ f1O.Irte♦e 1 A —r TANGENT PLAN ro ISOMETRIC I VIEW • •71wtre Srd.CG-J CG-T /s used. NOTES, 7'!!t itsMNss♦e curb rprtlp ray la a last A! Carrde 1pat� A -I !/ Al th ylpreelstoNlMprd 1 1 S/dewal Mod ragi,/iefrwv la drrtoNi rorNrp sv/aa car/ro Ile rltrs w/drA d .7e rare (than (rang rem• my Oe (with r wWl)ad A/rr stripe acNere a 12,1 s/goe pates/ r oou /n pboel. Tte drrloas wrNrg atx,It b pralded Oy an e.M$W aWrepafe I Sri' t T : nrilsh Rap U, shoo that s.cwd o asa.IMs/gie at It1. Flared sides or are meta to ore paired runonlirieofy with rests flaw of 4 using pr. i IJJY Flax. syssabfe carsssrudlar JdN will) raprdred bars. it 16 FT. If ramp raIsar Is ewy,rxxas aarsl oe palde, fordOwr Oars so riot adjoirdiV flre1 Sid" con w oast In plan ante( prooe+ry d Oraaosr rap nay. Weoost caraeM1 shw t be class A-4. f! icc zrzss�ll�_.rs-� JJ�u SECTION A -A This pee Aw in RegAiso Ors are to to NO.5 x C placed I' mNr a cent( rag Odh sides of the rap Arm" or caw in piaaa f/oy, add~h of rap fkw. AIIrdmium mnxete saver I yp% Cue rape w/nW measured aM paid for d the mrwroct uNr ytpt for t"ra,Mc Cam" -- _OverbR •5 , S Bart a tt' Carcrds Sldwva/r and £+pored oWspde x1deraM, rnrlber►fapoce. k-- Prsttstoae Castrwk+n i (typow) -S/goe ita/tbsJetlse 'mod Curb/Due arid pr/Ir saga iransalals adjacent la auto raps are itxa.W In pgsers for oub/wre and pinsr. 4". C WOOD RAIL ' ' wren used In caul ricllan wnl) Slardond CG-J r OG T, it* are race an Iris Sfonoord is I •, __, '• Ie be ad/usfed so msCA the imidore arc callpr,fdlan BO B' R6' 4" SAWN ■ AtcauleR fours Is dsfired as a corelt oue Curb Romps re to be kca/ed as shorn on ite pions r as directed tr Its Erginor. STAGBOARDS 6' 4" LONG. SLOPE FOR DPoVHCE o SECTION ION • C3 a wwwrstled.sroDo.rirm and silp torsi~ rhW re to to pra/ded of Irdrsenlms whrevr an oaessoWo rase f0 wIlNn Ito riper of W/l. Nm o•o. pale c"act/ng am mx*ss/04 eiemrss of a way of a Norway facedy crossas a curb r d/ass of wWhw sldawaft Is esisllig, ,�,� Lrsdts d E.pased gprepsi slam a, y eyr W/1" �� � /afdy (teal can a astyoacMd.entre0 asd pr0ynss0 a roro.lslsnt.Ttey mar M d/sd from pe0eslrlan crossvdts as shxrn on prom Traalmry /we r n d :/direst: a alderaft used 4 per saes wNA:moat five'ards. a as affected by Its Ergller.A.I shwa rot be t"ed OeNnd reNtJe stop hues. �(6N�'0z/QD• 'TREATED) 'z. P space /s t Ilia" r E,Ipb,p rlpNpaiss.nre rydrars.atgp Ifsrs.dc.wfnaso offedpracwww. DIA BOLTS CURB RAMP sf 4` o (PERSONS WITH MOBILI1 Y IMPAIRMENI S) 502 64' W000 RAIL--- 6' G)1tCf1ETE SUB ill/ 6x6 Q °D A - �- WRE MESH (SEAL CDWETE - �� t0309- VAW.IniA DEPARTMENT Of TRAiI, YWTAtION Men/red ♦2893 5Willn EAB A60*0 (IRWE ABSO2P410N) - - ----- - -- - -- - '- - - -- ---- - -- - -- ----' 12' DW CONCRETE EXPANSION JOINT Ar rooTaNG y /-WH POST FOOTIM, (TYPICAL OF 4) SECTION A � 14 -IY (2) 6• CONCRETE e 0 16 FT. nd D Post -- 0 _ o '1�ice lV r / PLAN VIEW j41,- I 10 I 9' DRNE ON / cVS - DWNSIONS WVIEWi FOR SQUID CONWEC M IeNGE liT��t�i- STEEL TUBB11G Sown STEEL TUEANG. SHOP WELD - AU JOINTS a` GRADI r CONCRETE EOOTItIf 1 ix 6 Ri iANM QWRD n 6'-1' LONG eRH 3 6' SP 8ETWEEN 804105 3` FRON,T-EU A ION STANDARD TRASH ENCLOSURE DETAIL DRII HrxEs eI CONCRETE TO LOC< GATES IN OPEN AND CLOSED PO'if110NS. (2) 24' LONG 313' RODS .oF;�- GRADE APRON) O O to back of in sidewalk 1„ Iype - copper N •' A - N vones 2" saddle service roadway box f-2' Corp. stop 2" coupling 1--2" type K copper \ .,tondard beading - water main ball valve curb stop with 2." squcre operating nut concrete pod concrete pad 18"x 18"x 6" deep ?4z 24 y 6" deep 2' min. blow -oil - hydroat 2' coupling 48' min. 2" type K-7 copper � - • 8"x 8 x 16" sopd block Note : M traffic area blew-oll hydrant ro be set tinder manhole frame and cover. manhole 1 . ;=y, frame and cover (cover labeled woter) 6' manhole adjustment I ing 'r. _• ��: •:4, 6" stone bedding rA e BLOW —OFF HYDRANT Figure 10 4' 2 R. W p e [P♦A ° o • °e D \ The button of the curb once This area may . ere 6' 2'-0' guttei- nay ;ore constructed Y barcarrot parallel to the slope of >ub- ot the option o" the cmtrol.tor, surfm_e courses providea a mirwnel depth of 7' is Thl.; curb IS to be used when maintained design speed is 40 MPH or tens on Rural Highways and 45 Wes.' or less in developed urban & suburbon areas. Note- Comb. curb 8 gutter having a radius o° 300' x iess (alo% face of curb) shall be paid for as radial corikunation curb & gutter. This Item may kie precast or cast in place. Concrete to be Gloss A3 if cost in place, 4J00 PSI If precast, SPECIFIC( REFERENCE COMBINATION 6" CURB & GUTTE—R 105 VIRGINIA DEPARTMENT _ 5V of TRANSPORTATION F?el.03 of e a e NOTES Slope to drain to invert Shaping of manhole and inlet inverts in accordance with this drawing A ° D 0 9 e / \\\\\ °� of outlet pipe is to apply to those structures specified on plans or where I invert of pipe is above invert of structure Ji • I Manhole or drop inlet is to be formed and constructed in accordance / / < e l • with applicable standard or special drawing. The invert :hoping as detailed hereon is to caxrst of a Portland Cement Concrete mix conforming to , Clogs A 3 or Class Cl,exce t that 25y of coarse aggregate may be u to 4" in diameter and consist of stone, broken brick, broken concrete, I r�,t1•=•�g�v' ,y or broken concrete block The surface shall be left smooth by moons • I ' ♦ \� , i,;� >; r'f%.;., °i e of Hood trowelling None of the coarse aggregate shall remora exposed. I L..;;s..:.-;,,, r-,+,•;its, Details of invert shoping as shown hereon are for example purposes only. • • ` - .e Each manhole or drop inlet is to be shaped individually to best fit the particular inlet and outlet configuration and flow lines. "-- PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SHAPING MANHOLE 8 INLET INVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATION 106.08 concrete pad i'-6" sq. x 6" deep screw type adjustable valve -� box I 36" min. locator peg valve megolugged f-meigolugs I to main - — megolug �. _thrust 18" to 24" block 3 x 8'x 16solid block (for valves 12" and larger) GATE-_ VALVE Figure 8 cast iron cleonoJt cap with brass plug R having a Countersunk square head • Panella Model PA4SV-CSK (4") Pon Ala Model Pi%6SV-CSK (6") finished rode L-- squore concrete skid pad 20'x 20"x 12" deep I - aggregate base ( depth 3" ) cleanout pipe N. '~-SOR 1 sanitary -- sewer main Nye -45' ben =��� r:siJz•."y.wiL'., .r;,7•� !; ?,Y�.e�•a ,e: / ... ter.• :''"; i •J' *�e:� ^ri , 41ti:`uc!?'(•• � 11; •'•-F;•;.•tv�^y.+;�.,�;i� �- 6" stone bedding NOTE N$Ece fsngth of service lateral to exceeds 75' a cleonout assembly shall be furnished at the property line. SEWER CLEANCUT Figure 17 EREfULLY COWWrO FCECr S<KfU WE STANDARD ACr,REG4rE )V07 r0 SCALE TRENCHING AND B.E'DD fNG DETAIL -; •Q d d <c m 0 (Z) p p CS O 3 v Co cL ,_ a O Q a z_ b z Z � <n cn Z I- CL U) W W `,u O g Z O U O U U J p � ti Cr cr 0 U' Lie Lin W W U- Cl- 0- IZ Cam o_ p cJ Q ) C) W W W W LzJ (n cn cn (n U ) ct: (Y Cc Cr- CJ 00 �� oo rn c-) W 00 Q' rn F I <o I O r. 0 o I ,! SPA Q O . m •wey 1' N � LL C (�) W W U as Idd CQ Q- �C PC Sell !0 91 p 4 l; v VON aP4 T MR/ > LL r 1N1,a, y Z �wIck: U owF �Ow �i_ C' L, r, t �0Wp l O U d w`10 F r�rnn (V �I �I �t CrTI �I r` Qt A A� �I z Cr ^\ 1 I O I �a W S4:A1_E _AIIA DRAWN BY: ✓. D.S. PR IDJECT N3. — 808.2 DATE- _ 9-10-98 SHEET 6 cr- 10 bI-3A-313-3CI -- sa,e"S bomoowolsasaporo.i2•'CctobeoboesmallareasodloconI Gallarrieaa°e"fobebent on on orple of 6B' 30 wildIs to L2�'j t • ; n.nq Concrete prevent a orchored with�'.4'stuo +hoof Go+Ion. f e a osof E.aon Jl Ecoml "Onneclots son JOar-� of 2 c cF weffNd to bens plate �NNr e'i W M• � -F{r falmis of MIN Frome S Care, •^ I I t • - 1 rand P•RiHt see s+'a �• - - r2' Ire I Ron { -T� - .- a •• .H I ;• I � S � I LT. Tjrpe A t e I 1 {• {• e• e. - YDe 2'-e' f� (I { { .4 S... srr•y c tie, __.}}_..�.j......y�. .�. {... y}j ... j_.}� �..-yj-�.�j..-_� )�I I ' ``' I I .y�...�j....�y �y...}►�} .y_j.� j...__.- � ••ra0 la a^O• ,.o. of 2 c-< *NOSE DETAILS .._. _ J-}-+�-•L-�' J--�-i• +-i--F +++-{ --t IF •1--�-Y •i--F+ �- Of C► F u L. D clCC% Control Joint j _ -_ Aw.AMle, eeN 0.1 WT ca" Jail Ron A •.._. Groat Control Join, If Cslef is eolahu0tee In modiela ewe or ..Ih Inmpot C.re, G.tro, re to ►o rndred is.e 6"11 ii---- I T } /•+ . ), a• - -1 H•---e PLAN - 6Min •ejY n- •a s F i • T. IS II►w -_ . ._._�_-_..�J 1Q, ONore This area mat be edrtMn, In .nits casethe expansion IVn1% �� ----_. tOJAPON I • . will apply only to curb or curb and gutter 2• Nn E SECTION B-B A B 2 L i.• --------------------------- Key., Cemn J-nl Rer. °,j Asye«n Winn >_ �1, /'� wiped G.ner LGF-^- yG i Reis f Ion E B 2'_- i F' �e S- DI.mNe, Type A nose all o,l +host H4 aura 1 we./1•le wth CG•3 a CG-T $rondore. ere C 2- I - - •-3uD0•.. !"alar•rar w.•o Note FRONT ELEVATION Type a nose d.t0,l moll oe usea __F- --� (ovine, .w•wa r,n CG-2 t) CG-6 Standard. win. ���� D.2 ®Sai f I Honduran. cloth e -dwmun .•apnote to be lac Olee I 1 D A 1. snots wDeaa• TO •,.ol w•w IT,Ise PiIse Initrl at !ne ouI IOII pipe is n.gner Inoue Ise bplrpn ut Inc sl•utluell ix% e f of the structure shall be shaped .In cornenl hNe ..•n 12 . 2 DI4st.< hard..+• "mesh l •5rtps o,e �r oe -- nlOi•5 $rarWOrd WN. r^dY D• cansrrut ,lO wen [OncrN1 Tin, Io, b wlr.Nil snlldmg . ponij" of .Yore, n the Structure. The Ciott I/4 or e01-.1,led MINI cost to, viva,, snap.ng shah be ncl,dod �n the p1 .ce b-d to, the sir-tue nr• dip 0 03 inch. n•mbo, 4 mesh R. • • • • C V V. Par t. I sere"+.•. blocs ,n occo,dance r.ih the ds= shown w SranOora Drdwmg DI -AM herdre re Natn oncnona I�r mIT to y- sw sr.. e'1--- 2'•e'- -� {• F----e'•d For *Mon$$. end a alittifiee AM .hewn See +host 2of 2 0u1s1110 of slrwlurs ----� SECTION A -A DI-3A 01-3. 01-3C 'i l '-- y' T---- '---- is `L ----- - l 1 is _J 2' 1 +ANY hoe. MMN61M ) i l y. .. ; . FN 004 m sop Fo, Iw an erodes Both side. to be .,-ri I-- red' When ".pied .w sire Nw ai » he a "lao.d ,n. otc.dO -M e11e16w RUn is-1 TIe rpwl IN Alnlel and oratnp all m•r•rwl• The •'H"dimension shown on the Itondords area IMI+wiper« a 1" were is a .es.a lsi, he ..t..4 b m• a- w c...wu ld on mtr pans wdl Dt DETAIL WHEN USED d from the -MINI Of the Outfoil plot to RN measureNp of of sLA OF Of Isfrutlure Plan �H" Lai Init, - every case, a sno.n m olo,rs ADJACENT TO CURB al menslarts are opOfaatrri0 for ssl^otin r1rY Q d Condition* and the actual dim M{Ions wlwn )nisi .e wad - 4.0' tla«on get, . m.1 1 1• 0e tn•oed le tenf. stroll pie daerminea by me controcrOr from hole condmons. WITHOUT GUTTER erfN NMeNd t.r► TN. 1I•m-T be ar 1 Or Co., .n past -� - Sheet I of 2 STANDARD CURB DROP INLET SPECIFICATION II If 12--30PIPE MAXIMUM DEPTH (H) =8 r REFERENCE VIRGINIA PARTMENT • Q0 104 09 TRANSPORTATION Sheet 2of 2 DI-3A-3B-3C TABLE OF QUANTITIES AREA COW RE NFORCING STEEL TYPE L OF SLOT CREME BARS A BARS B BARS C BARS D BARS E BARS F BARS_ G WEIGHT Ft. Sq. Ft. Cu.YdS.1 No. Lin. Ft.' P'o Lin. Ft." No. Lin. Ft.* No Lin. Ft.' No. Lin. Ft.' No. Lin. Ft.' No. Lin. Ft.' Lbs DI - 3A 2'-6" 1.15 2.23 - - - - 1 5'-7" 3 S-2" - - 6 1'-0" 22 4' 1,83 2.3S I' -E" 2 6'-7106'-IC 3 5'-7" 3 3'-2" 4 -6" 3 1'-6" 4 1'-_011 64 �� _I'_ 6' 2.75 _-.02 ; 5 5'--6" 6 6-71o6'-V 3 3'- 7- 3 1 3'-2" 4 3'-6" 3 1'-6" 4 I'-0" I I I 8' 3.67 3.4E ; 5'-6" 10 -71o6-10" 3 5'-7" 3 3'-2a 4 5'-6" 3 1'-6" 4 I'-0" 158 3-2 204 10 4.58 3.SO ' 7'-6 14 G '-7106'-IC" 3 5-7 3 4 7-6 3 1'- 6" 4 I-0 DI-3B 434 5 12' 5.50 9- 6' 18 C-7"to6'-10' _ 3 5'-7" 3 3'-2" 4 9'-6" 3 V- 6" 4 1'-0Is 251 14' 6.42 4.78 5 11'-6" 22 7106-10" 3 5'-7" 3 3_'-2" 4 11'-6" 3 1'-6" 4 -1'-0" 298 16' 7.33 5.22 -- 5 I3-6" 26 6'7ro6'-l0' 3 5'-7" 3 3' -2" 4 I3'-6" 3 4 1'-0` 345 t 18 8.25 5.66 5 I N 15-6 30 6'-n06'-Kf 3 11 5'-7 3 3'-2N 4 I 15-61 3 _1'-6" 1 I -6M 4 - �- 1'-0N �- 391 20 9.17 6.09 5 17-61 N 34 6'7106'-10' 3 5-7I " 3 1 S- 2" 4 17-6I N 3 It-6"4 1'- 0" _--- 438 6' 2.75 3.01 10 1'- 9" 4 67106'-10" 5 5'-7" 3 3'- 2" 8 1'-9" 6 1'-6" 2 1'-0" I I 1 1 B _--- 3.67 3.45 10 1 M 2-9 8 6'-7106'-10" S " 5'-7 3 1 tl 3-2 8 n 2'- ,-9 6 M 1'- ,-6 2 N It-0 I'S8- 101 - 4.58 3.89 -"- 10 3-9, M 12 -- 6-7"Ito " 5 - 51-7M 3 3'- 2' 8 3-9f » 6 1'-6" 2 1 11 I-0 205 D I- 3 C 1 12 5.50 4.33 10 1 1 ot-9' 16 V-7"toC- S -- N 5'-7 3 N V- 2" 8 I 4'-9" 6 M 1'- 6 2 11 _ I'-O - -- 2 52 1 14 6,42 4.77 10 1 N 5-9 20 67-to6'-Id' 5 1 N 5-7 3 11 3'-2 8 » 5'-9 6 M 1'-6 2 1 11 I-0 ----.. 298 16' 7.33 5.21 10 6'-9" 24 671o6'-K)' -- S 5'-7" 3 3'-2" 8 6'-9" 6 1'-6" 2 I'-0" 345 1 18 8.25 5.65 10 1 N 7-9 28 6',toV-10" - 5 1 tl• 5-7 3 3'-2" 8 N 7-9 6 1 N I-6 2 , N 1-0 -- 392 20' 9. 17 6 09 10 8'-9" 32 7"to6-+0" 5 5'-7" 3 S- 2a' 8 8'- 9" 6 I'- 6" 2 I'-0" 4 39 -- tE Denotes length of one (1) bar Notes All reinforcing bars is be No 5- All cost In place concrete to be Class A3 For acceptable alternate see Precast Standard Designs Concrete quantities shown ore for depth (H)of 5' 2"without pipes The amount displaced by pipes must be deducted to obtain true quantities For tnleis of different depths odd or subtract 032 cu yds of concrete for each foot of difference in depth Length of Angle Iron as shown on Sheet I is to be Lt 16 "A 4 10 Ibs per ft. SPECIFICATION STANDARD ANDARD CURB CROP INLET 12 -30 PIPE MAX!MUM DEPTH (H) =8 233 302 VIRGINIA DEPARTMENT TRANSPORTATION r1(4 10 SWM-1 LRAINAGE STRUCTURE CONCRETE CaVE:R "IF DETAjLY S£C ST Il M-7 F1 -•-1 I NIIstL1 GRATE TON OF IIAN = 7"W I .NI COLLAR SIDE LCTMLS PSPILLVAY.. e{_ � 1'-11 112' S 1/4'1'-I1 1l2' �sC „C 1Do_O _O,•O,•J„O„01, 0,-0„I1 s, Embnkment to he ptaced and compacted in B' lifts No topsoil, orgonics, or stones greater than ckmetter shall be used Material shall oe compacted tc 952 of �-�• -� e� / maximum density of plus or mints 22 optimum moisture, 44.0'_15- RCP P 0,577. Z PO" OR iWARE l2' MAY, CF 6' IGN. - - - usE7aN3 THF'.atGN THE END -SECTION 12"-60" PIPE Hub end on outlet end -section{ Splgotiond on Inlet ond-sectons _ T- x ' E Concrete to be -- - - 4000 PSI Min. PLAN �- - C ---�- - 8 3, Bar 1x steel I fabric meter of 1 T I Pipe r A �-- D 1 I- E -� SECTION X-X END VIEW END -SECTION DIMENSIONS DIAM. A B C D E 1211 4" 7.0" 2'- 0" 4- d' 2'- 0" 151, 6" 21-3" I'-9" 4'-0' 7-6" IB" 9" 2'-3 f-9" 4'-a' S-O" 24n 3i 7,I �. 6„ 6._ 1,i 4-0„ 30" I' -Oil 4-6" I' 7 6'-I ' 5'-0" 36" I' - 3" 5'- 3" 2' 10 " 6- I ' 6' 0" 42" 19" 6-3" 2'-11" 8r4" 6'-6" 48" 2'- 0" 6'- 0" 2'- 2" 8'-2" 7- 0" 54" 2'-3 5-5 2'-9}" 8'-2j" 7'-6" 60 2-II 5-0 3-3 8- 8-0 ALTERNATE END -SECTION 12"- 60" PIPE Hub end on outlet end -sections Spigot end an Inlet end- soctions �jE I PLAN - D - SECTION X-X SLOPE DETAIL Concrete to be 4000 PSI Min. I .T DiamP,epfe A I i-- E ---i END VIEW �Fi�t3iF�•31•�3�[�llit'�i��$:ifR �i�i&iMmr" n.sm�•y <f�rll�Q•Y1�tlQ�ll■���De1ei�[�Vllil ����-Qru�llllllllr� r��ryil II�•]I�E��]I■�i�]itlmi NOTE Pipe lengths shown on plans are Dosed on End -Section design shown on Me left if the contractor elects to use the alternate design shown on the right, lengths will be reduced by the difference in dimension "0". SPECIFICATION REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT o/ TRANSPORTATION 102 01 PIPE OUTLET CONDITIONS A At A SILT FENCE CONSTRUCTION OF (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. SUP �^• / f u {I 4" 3. STAPLE FILTER MATERIAL 4. 86CIU I AND COMPACT TO STAKES AND EXTEND TIM EECAVAT® SOIL IT INTO THE TRENCH. nos SHEET FLOW INSTALLATION (PERSPECTIVE VTif'W) I POINTS A SHOULD BE HIGHER THAN POINT B. L DRAINAGEWAY INSTALLATION - (FRONT ELEVATION) 9n A6PW 6m 1dBaEQioe d Strn red told.11I� BBe1Ber Ion 9eliaRa lYl IDWMW PVIS 306 2 benood d tljB�t e PIPE OTMZr TO FIAT JMA W"H NO DEFINED 'BANNRL L a - - 0 -�- d SECTION A -A nM CUB xv as B--e•; IUIxRommBeo rapt oesals pB>lmat>� A ,,• • l .. , r CHANNEL PLAN VILW erMr� *M►w�irw• .!\Poe t ��!� SECTION A -A IL,r3m KEYD1 F20DUMMUM1'+PMWWM Oft .e «,.: •. TKZ LXNGTH7t RIP1IWo IPPRON AS CAIZMATED :II / TOM w :1 elEM STIONS 1 C Lim TRW a a :l Source: Va. DSWC PIZ,-_n 4/4'r PROVIDE TDSP^! 4 i" ME -ME AT 792" ---_- _ Tip 76330 ^ PLUG FaL01i SITE --- ^-_. / STAIIAIUTICI, NARK HEIGHT OF STRUCTURE, IN II_A-•�-. Ck VITH 4' HLGH I&I ERYII S AND 3 V VIDE HOR12d,TAL STRIFES CRVALS FR AT I INTO) IW,ERT OF WIS. �� CLEAN DcleTH.1.25` (ALL VISIILE SIDES) c_ - METAL 00IFICC PLATE rH. IOTTO, OF STOPIIVATE:R _ / O tFEC[ P-AT ISANAGEHEN, BASIN - ---- �- tw, 77970' M. 4A !.t - -DEBRIS RAC)( '-.---- - - RLASUS R CLASS Al P"AP TII X l•% TD rILL SVH DR^b"GE STR11CTiW. To INVERT Of OUTLET PIFY 1'-1 1/2" 1 f"_ 1'- V2 3'._6• (41• PIPE) -1 2" SIDE VIEW FRONT VIEW 111i ally ItoT SHOWD SILT FENCE C LPL V"ER T INLET PROTECTION ENDIIMLL _ _ram-r•-- "OE OF FILL '� l_ CULVERT T __ 7/7- T 1\ / TOE OF FILL SILT FENCE - DISTANCE IS 6' MINIMUM IF FLr?W -FLOW 19 TOWARD EMBANKME NT T OPTIONAL STONE COMBINATION FLOW --► '.007 #3, 1357. j5. #56 OR #57 COARSE AGGREGATE TO REPLICE SILT FENCE IN " HORSESHOE ' WHEN HIGH VELOCITY CIF FLOA 15 EXPECTED SOURCE: ADAPTED from VDOT Standard Sleets and Va. DSWC STONE CONSTRUCTION ENTRANCE - 70' MIN EXISTING PA' EWNT •r�r \ •re edJA TA,r• \r fir• •r•. -v�nr f II 8=11=11 II.h-�rat�r�r�r-vrar�ri�d�r�r�t�t-frarar�r�r�r�r�r�r.� �r�6� JI II II=11 it - TER CLOTH-,,, WIN e A e• SIDE A • ., VASHRAC�e •r�r I I'� f t•l• 10, ... .... �t�j 'Rik XISTINP t .... .:... ::. �l�t•� �i'+��tHr�l �1•r . �t� AIVEMENJT 1 e: 10, C3UIIi AGGREGATE 8 SEDIHEIIT TRAPPING DEVICE MUST E�I-UID FULL WIDTH OF 01GRESS AND EGRESS s N VIEW OPERATION II-•11=II ���r•�r..�r�. iE�"�,CNfY•��.� CLOTHrrLTEP SECTION A . �•�'�;• ter• �` �'i: '•�:��:•%y•��liT•^r.'�i,:• SECTION B-B Plate 3.18-1 iW[: ADAPTED from Z913 I/Sdor for Soil er gl�Ki Bc.R�C1 and Va. CSMfC GRAVEL CLTRB IATLET SEDIMENT FYI L TER GRAVEL FILTER tyre RUNOFF WATER --\ WIRE MESH �- ------------- FILTERED WATER IT SEDIMENT CONCRETE GUTTER ---� _ 12"- CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE: TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3• #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC CLASS I PIPRA-1 PLATE. 3.08-1 �-i A -+�•''� TT._aNI'- - OAIGIT.U. GPDUNC EU--ATION FBIGF{f VS. W�IH RECIUIRELEN''S ",I-ORIGINALGROU ELer N CWRSE AlYREOATE _ I I +'EXCAVATED) lr ILTEP CLOTH •. - I T7 "TT CLASS I RIP RAP a2a�.; srcrllxE of (�F,r DIKE pKF /�// ''• 0 " Ow. AGGRE(ATEnLTg -D(MVATED EA COARSE AGGREGATE SHALL BE VDOT /3 �3'S7, OR #5\' TEMAa am NOl TWIP" v WT TC SCALE -- _ __ OUTLET WEIR LENGTH. A TOD BEPMM WIDTH, V SEDIMENT TRAP A' 15,( 2,00 RIP RAP -0P WIDTH B 1.00 - HEIGHT TO OUTLET BOTTOM, Ho 1.00 HEIGHT OF BERM; H 2.00 q a C)p Z W ? A � Z Q rJ W C3 CO (� U ? ~ W O LEI n O LC L J C C W W W Cl- Qa CL E3 W W aro PLO V, ��orz LC) o O < l G -F F .v fe sO� V J LL% W �1 FAQ •� X X;(i0oc. \aGla IA 3 - �z < <� = ly `Q y� z a Q w 6 11J d ` a ij I� D M AV i"1V 1a1:.I N.J V1 ..JA►1111.AVL L1l\l.ul. /\��\7 }• ` AW 8" 3r FILTER CLOTH (OPTIONAL) (DOil NSTR1!:AM VIEW) LZ VDOT #1 COARSE AGGREGATE -•_ -..-- --__ _ _------- .--- `� SCALE: NIA _- 1WW ti?I 3' PLATE 3.07-6 SOURCE: VA. DSWC DRAWN BY: J. D. S. PROJECT NO. 8082 DATE- 9- 10-98 CLASS I RIPR,AP PLATE. 3.20-I SHEET % OF 10 L �3-A-59A FOR CONTINUATION OF FORCE MAIN AND WATER MAIN PLAN SEE SHEET 9 OF 10. i+ 9, fi. bi W J + +N i + J + 1sracnou I - +�J 'i + -- 1 + -7 ' P I 0 D S R U S H - - 1 I I pPOP, us e -�' ME _ { I PROPOSED _ f I I , -T_ - + + , 15 ILSi1Mpf _ - _y + + _ +' or CH- a - + " yTI 00 + .. _ ...,_ 788 782 776 Q J J 0 Zi a N v cc N t -12 PLUG 20 LF 12" 1 1-12" G.V. & BOX ,r 1-B.O. ASSEMBLY TA Ill PROPOSED DETENTION POND I - i 1-12" x10" TEE 1-12" G. V. & BOX 1-10" G.V. & BOX 1—FIRE HYD. ASS'Y y J a c, ro - — — — — — T \ PE OF Future II \� 5,250 SQ. r OMCE } i - Future I ; 5,250 SQ FT. OFFICE } so , PROPOSEU\OFFICE BUILDING F. F E0. 790,50 I 10,000 SQ. FT. Fl%1' PHASE o W, BUILDING HEIGHT= 24 FT. l L i /J PUMP S TA T10N PROPOSED 66 _... ► ill MBtdl. PROPOKD K/W 30' UTILITY EASEMENT 4� •` _.- .. 41, - - i + + +' ,' ++ + 6TA-58 WATER AND G}?AVITY SEWER ' ti-- - �. LINES SHOWN AS EXISTING ARE CENTR.ALFEIOCA- COI�`A _ ___ .___ . - BASED ON TRIAD ENGINEERING ---�- BOTTLING COMPANY' INC. + '$a + � PLANS FOR COKE SITE IMPROV6kNM " - , DB;1`905 PG 568 + + AND -APE BY OTHERS. ' + i + J, + + -- -j-+AIR RELEASE VA'L VE +'a +4, + �,2- 4� BEND'S s + �> + f .. 1 1-FIRE HY)3-ASS'Y + Jilly �\ �9 + $ + _ ---- REMOVE EX ..PLUG'' +' EX. 20' WATER ESM'T AND CONNECT TO __ J —.---- -.. — — — — ` s +r + EX. 12 WA TER MAIN. ` + �e J _ �AuTURF- RAW` - - _ - } _ w _ + _ -- —PROPOSED_.-- F2 _..WATER MAIN +✓ __ i __ asp 1 +. -, _- I -- / - 12 V, & BOX' — °� + 9 +',z ip TRAVERSE ..._. ._ + + + "'s + + + J+ ai. s + ' , ca n 0 00 Q p 0 :-j 1 � N oi�� I (0 ace m '— o +-- ? -------------- _ _ 6 MIN. COVE REQUIRED O - z Z _ — W -' 1 j `=' Z W w 12" WATER MAIN t o ? 6 F BLOW FORCE MAIN RCE MAIN SHO WATER MAIN ' W � �j m J Q �" c- ~ u-, er I � ti I o W I I = I I W o ,' �- �- > v a Co can ► FOR CLARITY.' 36 '- N Q Q W p W of W O o o M. COVER REO' . to on i v=i � ; + + 0N �p o+ GO W 0+ zi. in J • O C,4 m 00 N N O a0 N O cV O op N th O O rn O �o I') i V: cV Ci r (6 c0 �D • 00 r\ a0 h 0113 N 00 00 N . 00 00 t\ 00 n 00 t\ 00 t\ 00 a0 r\ 0) N t\ t\ N (a) N 00 n c0 N 0p t\ 00 N N 00 N ca N 0+ 00 1 +20 2+40 3+60 4+80 6+00 130 i9.4PH1V Si0 AF 60 ( IN FEET ) 1 inch = 50 ft. 7+ 20 8+40 9+60 10+80 PST H OF al Mows Y. Ji 0 CERTIFICATE NO. - v 20674 t'v4,, GIS RED PROFESSIONAL ENGINEER 12+60 13+20 14+40 788 w 0 EX. 12 - W/M U Z 782 WQ z� z o� �3t\ �F N 776 gilbert w. ch ford & amociate8, ine. Engineers • Land Planners • Surveyors 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 E-MAIL : cliff ord®1 bigred.com E-MAIL ' awcliff®mnsinc.com manhole frame Ik cover ( if for water - lid labeled water water metal or r m . E sewer vohre manhole ball val cone sell �orp. Sl p fip z m;p) toddle with 16' nIPP �P threods \ 8"z 8"z 16' solid block f__ standard stone beddinq COMBINATION AIR RELEASE AND AIR VACUUM VALVE Figure 11 2 111-17-981 REVISED PER F. C. S. A. COMMENTS J.D.S. I R.A.M. 1 110-16-981 REVISED PER F. C. S. A. COMMENTS _ _ ' J. D. S. R, A. M. NO. I DATE DE8C fW=TION BY I CHK'D. REVISIONS PROJECT NO. Dawson In d ustrlal Park 8082 DATE 9121198 Force Main & Water Main Plan SHEET K COUNTY, r` A q RF +e 4:. y . + +, + rQ PM � FIII -FM ____FM .. PROPOSED 6' FORCE MAIN FM - FM FM � 30 --WATER R AND S R EASE FM- . A E , MEN d / > EX. 91 '- 8" P'Ve SDR 35 N. SEW. ©1 �09 + , C _- � �' pia ROUTE 652 X ;,� � (30' PRESCRIPTNE R/W) RS 10 03 R r , 0 + �J + �% } 1-±A R 2- 45' BENDS RELEASE +VAL VE + >lk + + i � + t CONNECT TD\EX. MH + + _' _ BOOT + `�. - _ + + �,� �� PRO VIDtD ,A T +%, 1' 1 + $ LEV 774.39 �, - i+ -- __. - +�''+ 12" WATER LINE o w + Q + A _ 8 F 8 F + J + +Q + y_ � f • AVERSE 1007 �; W/ _ ' +'J r _.r s : - _ 6 �6 + ,� J + �, +' � p � � X + �S, EV=803 31 _ _ . +o ,. 1 •� + 0 `4,C + N ' I + + l+ + . + + Na> + _y -- --- 1�iRA�-EOOA-COL +%. + BOTTLING COMPANY, INC. DB 905 PG 568 I . + �> z :. �± . _ t _. .. _ + ; +may' �J ro + $ t .,\ + >R •+ 1, \ liS _ W C-4 C-3 r �__+ + +fig +�� + + � + -- + �t Y. r� +� \1 + + + 2 14'+9 _ r + r Y 3 - - 5 ! + >p' % m + > 4 I +6 ---- d + P. 'J� +DO + -- + WA TES+ J AND G-RA VI T Y SE IR m>, - r ' + LINES_ AS + 5,Y/STING ARE r., `,1 \ +, + 9, + _SHOWS BASED ON TRi'AD ENGINEERING + f + +A0 - +�+PLANS PLA f'' �a FOR COKE SITE IMPROVEMENTS + >� + +� _ -58 CENTRAL..C'OCA-COLA, COMPANY, INC. +> Alf —. ' BOTTLINZ DB; t905 PG 5�8 -- FOR CONTINUATION OF F>ORCEI MAIN WATER MAIN PLAN r� LE SHtE 8 OF AND `�._ 10. +�` + + _ `` - +� I D 1+AIR RELEASE VALVES '~- N. + �2=- 45\ BENDS ; `CRAVERSE 1-FIRE HYIYASS'Y + i, i lk + 1 _h: _ F+ X. 20' WA TER ESVT f R-EMO-VE--E-X-.P_LUG� AND CONNECT TO EX. 12" WATER MAIN. - _ __ - ` - =_ -„ , � -- - l - - _ -- - - +FV,fit Y - `� - 1004 IIkS + r ELtV 78277 w / f P D 1 ATER MAIN ,. - ROFOSE 2 "-W — + r �._ y ✓------r f ` \ + Y 12 *t ---- — -` --/` -. ---- + r MIN. C VER REOL - -- 800 BOO ---- --- --- __ Q Q 794 — -- 794 '-- — -- — — -- � N � m �v + + I O ^ II ZCh> � Z 788 li n 788 — J _ 6" FORCE MAIN LU p 782 W J 7P2 cc g a Q I F-- z 0 0+00 10+55 FOR CONTINUATION _ SEE HEET 8 OF 10. OD 2 776 776 O L N aJ tt c� ^ 00 �t �t O O �O �F �t O �t <h Ofj <t O t\ Cd a6 00 06 QO rn 00 O N 0) ' i rn 06 0) c d ' O O L6 O O <I O O N O O O 00 � rn �t rn �i 0) O rn N � � U rn 0� 00 ob 00 r\ 00 c6 00 a 00 � 00 00 00 N N (\ N N N 00 00 00 00 00 aC 00 00 00 1� N, N N N t\ r\ N N N N 0+00 1 +20 2+40 3+60 4+80 6+00 7+20 8+40 9+60 10+80 12+00 13+20 14+40 15+60 16+80 18+00 19+20 11-1 - 1 E .A. C MM N J. A.M. 1 1 -16-9 1 F.C.S.A. COMMENTS J. D. A.M. _ NO. DATE DESCRIPTION BY CHK'D. --, -- REVISIONS -- - - / gilbert w. Clifford & aeaociatee, ine. Da Dawson In dustrlal Park PROJECT NO. 8082: aR4PH/CS04tE Jrg MITE DATE ERTI N � CERTIFICATE N0. 9/`'/96 60 J0 D 60 120 U 030674 a 11114 W Engineers • Land Planners • Surveyors Force Main Plan SHEET ( IN FET7) RE IST RED 150-C Olde Greenwich Dr. PROFESSIONAL Fredericksburg, Virginia 22401 200 North Cameron St. Winchester, Virginia 22601 9 1 inch = 60 ft. Horiz ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 1 inch = 6 ft. Vert. FAX: (540) 898-2115 E-MAIL : clifford®1 bi red.com FAX: (540) 665-0493 E-MAIL wcitff mnstnc.com FREDERICK COUA17 , VIRCINIA OF 10 12' interior wet well 8' dia. 6' precast manhole Meter & interface to be on right or left pump station side of building. Location depends on electric control panel 13 & telephone companies route to building. O Main electrical controls and generator receptacle heater 13 to be on some side of building as meter. (see note 1) _ 7T 2 motor 1 exhaust fan (see note 4) main electrical controls o \ \ / (see note 5) elec. meter socket rn telephone interface 0 .light bulbs 12"x 12" intake louver weatherproof alarm system enclosure (see note 2) duplex receptacal (see note 6) light switch (see note 8' generator receptacle (see note 7) exterior light (see note 3) • , 6'-0"x 6'-8" steel doors (18 ga.) and frame (16 ga.) w/ dead bolt o lock on active door and heavy duty a foot bolts on passive 4' x 8' concrete pad NOTES: 1. Heater shall be Markel model F3422, or FCSA approved equal. 4. Exhaust fan shall be Chelsea WDC, or FCSA approved equal, Provide with integral thermostat and surface mount accessories. controlled by remote wall mounted switch. Provide fan withmotorized damper in conjuction w/fon operation. 2. Louver shall be Ruskin model L745 or FCSA approved equal. 5. Main disconnect, double throw switch, circuit breaker panel. Electric operator for louver shall be interlocked with exhaust fan. 6. Alarm system shall be ADAS Dialog outodialer. 3. Exterior light shall be American Electric, model E52-70C, 7. Generator receptacle shall be Russellstoll SCB7334-72. or FCSA approved equal. 8. Switch to operate lights & fan simultanously. SUCTION LIFT' SEWER PUMP STATION PLAN VIEW Figure 22 AMENDMENT NO. 2 - APRIL 1997 Plan View weatherproof 00 precast building strobe light and 00 150 watt light bulbs (see notes I & 2) vibrating horn w/ cover (see note 3) ^� N pump station bitumastic rope joint seal 1/2 dia. concrete -exhaust fan control panel (see note 4) anchor bolts main electrical controls (4 ea.) alarm system enclosure cast -in -place floor .. meter socket flush to wet well - provide 1 /2" generator receptacle 4, elostomeric joint telephone interface around wet well ' ' concrete fiat top louver ; (see figure 23) .. NOTES: 5' min.. .... M.J. solid 1. precast building shall be 10'x12"x7'-6", . sleeve w/ with sealed brush finish, without floor me alu s manufactured by The Clear Flow Co. PVC DIP - - -discharge pipe or FCSA approved equal _ grovity 2, interior walls and ceiling to be primed 6" reinforced concrete II influent and painted. floor slab w/footer a. primer - alkali resistant per bldg. manufacturer Pittsburg 6-603 or FCSA approved equal specs. (4000 psi concrete) b. finish coat - white, 100% acrylic industrial enamel 6" aggregate base Pittsburg 90-374 or FCSA approved equal compacted subgrade 3. light and horn shall be Edwards model 8' die. no. 50-R (light) and model no 876-N5 precast manhole (horn) or FCSA approved equal without steps; 4. a gas tight seal must be provided with bituminous Coating on exterior -� between pumping station base plate and wet well flat top SUCTION LIFT SEWER PUMP STATION SIDE VIEW Figure 21 AMENDMENT NO. 2 - APRIL 1997 Section "A -A" REVISIONS no. date description 1 10-16-98 REVISED PER F•C.S.A. COMMENTS 2 11-17-98 REVISED PER F.C.S.A. COMMENTS JOB NO./DWG. NAME: 8082 by ckd. - J.D.S. R.A.M. DATE: September, 1998 J.D.S. R.A.M. DESIGNED BY: R.A.M. DRAWN BY: J.L.W. _7 APPROVED BY: R.A.M. 24" x 24" access door (see notes 1 & 2) 4" galvanized vent w/ screened mushroom cap 12- � \ N / \ N cl 00 1 L 1I �- I 1/2L \ 1i size of opening \ for pump station / platform to be \ provided by g manufacturer \ (see note 3) 8 ft. dia. -'` manhole notes: flat top 1. access door shall be Halliday Products S1R2424 or FCSA approved equal 2. access door to open away from vent and when opened be perpendicular to wall 3. manufacturer will need to specify which dimension is parallel to wall and which one is perpendicular to wall SUCTION LIFT PUMP STATION WET WELL COVER Figure 23 AMENDMENT NO. 2 - APRIL 1997 discho discharc vein t i flloa v hi water alarm 2nd pump on 1st pump on I. W.I. pumps oft Flat Top for 8' I.D. Wet Well Puma Station Not to Scale Typical "All Weather" Access Roadway -T Not to Scale • 4 � •�N.■ 0, Lion (786,00) iieeve S (779.00) (2) precast steps bottom of wet well (775.00) W W W Z Q W Q O ---circuit breaker panel to load side heater (suction lift station) of meter mai n 110 V receptacle (inside enclosure for disconnect r swrtch grinder pump station) (on inside building overcurrent wall for suction lift station) protection - light(s) fan & louver (suction lift station) ground per N.E.C. auto -dialer code telephone line (1MB service) ELECTRICAL PANEL alarm wiring (in separate conduit) to generator receptacle o control hi h 110 V alarm panel wafer li ht and horn alarm [gwith manual - contacts on/off switch) PUMP STATION OVERALL WIRING F� high water (wet well) pump #1 failure ADAS telemetering pump #2 failure dialer 3 phase power monitor normally open d contacts 120 V telephone ,-� high water (wet well 120 V input line g sensor for alarm light and horn TELEMETERING ALARM SEWER PUMP STATION TYPICAL WIRING DIAGRAMS Figure 20 AMENDMENT NO. 2 - APRIL 1997 U.S. GALLONS PER MINUTE Gilbert, W. Clifford and Associates, Inc. Engineers 150-C D(de Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 Pump Station Design Data Determination of Sewage Flows: Total Office Acreage Served 13 ac Estimate GLFA per ocre 0.3 ea Estimated Office Floor Area 169,884sq.ft. Water Use per 1000 sq.ft. 200 gpd Total Industrial Acreage Served 13 oc Estimate Employee per Acre 12.5 ea Total Employees Served 162.5 max per 8 hr shift Water Use per Employee 35 gal per emp per day Total Office Flow 33,977 gpd Total Industrial Flow 5,688 gpd Total Flow 39,665 gal. Average 8 hour flow 83 gpm Peak Design Flow 207 gpm at peak factor = 2.5 PUMP STATION DESIGN: WET WELL VOL. REQ'D (CU. FT.) 28 for one min. pump off time min. WET WELL DIAMETER (FT.) 8 c/s area (sqft) - 50.24 REO'D WORKING DEPTH (FT.) 0.55 Distance between pump on and pump off DESIGN ELEMENTS: LO WATER LEVEL 776.50 FORCE MAIN DISCHARGE ELEV. 806.00 STATIC HEAD (FT) 29.50 SIZE OF FORCE MAIN (IN.) 6 Vel = 2.3 fps DESIGN PUMPING RATE (GPM) 207 min LENGTH OF FORCE MAIN (FT) 2,650 FITTING LOSS(FT) 181 EQUIV. LENGTH OF F. MAIN(FT) 2,831 FRICTION HEAD LOSS (FT/100 FT.) 0.469 TOTAL FRICTION HEAD LOSS (FT) 13.29 TOTAL DYNAMIC HEAD (FT) 42.79 PUMP CHOICE (Smith and Loveless)' MODEL 483B RPM 1170 MOTOR BHP 7.5 IMPELLER DIA. (IN) 10.5 GPM ACTUAL 245 TDIi ACTUAL (FT) 47.7 STATION SCHEDULE (FT): TOP OF STATION 786.00 EX. GRADE 783.75 INFLUENT INVERT (LOWEST) 779.00 HI WATER ALARM 778.50 2nd PUMP ON 778.00 1st PUMP ON 777.50 STATION PUMP OFF 776.50 BOTTOM OF WET WELL 775.00 t MANCE WORKING VOLUME PROVIDED(gal) 375,77 ELECTRICAL DATA: VOLTAGE 208 WIRE SIZE (COPPER) 6 P N E R E CONDUIT SIZE (IN) 1.25 ENTRANCE SWITCH AMPS 60 ' I FUZE AMPS 60 I; I .. PHASE 3 IJ' S Dawson Industrial Total Dynamic Head Calculation Hi Elv = 806 D(in.)=6 Lo Elv = 776.5 C=120 L(ft.)4650 gpm static head fric lossequiv lengthvel head TDH Velocity int - 25 (ft.) (ft.) (ft.) (ft.) (ft.) (fps) 0 29.5 0.0,000 181 0.0000 29. 50 0.00 25 29.5 0.2656 181 0.0005 29.77 0.28 i'. I i i i r • ! l l 50 29.5 0.9574 181 0.0019 30,46 & 57 75 29.5 2.0271 181 0.0044 31.53 0.85 A. ;.`! ;:; +i1; 100 29.5 3.4516 181 0.0078 32.96 1.13 125 29.5 5.2156 181 0.0122 34.73 1.42 150 29.5 7.3078 181 0.0175 36.83 1.70 175 29.5 9.7194 181 0.0238 39,24 1.99 200 29.5 12.4430 181 0,0311 41.97 2.27 225 295 15.4723 181 0.0394 45.01 2.55 IN PIPE 245 29.5 18.1124 181 0,0467 47.66 2.78 IEMENTS' 250 29.5 18.8021 181 0.0486 48.35 2.84 275 29.5 22,4276 181 0.0588 51.99 3.12 GPM 4 300 29.5 2&3447 181 0.0700 55.91 3.40 ~ 325 29.5 30.5494 181 0.0822 6013 3.69 GPM 6 350 29.5 35.0384 181 0.0953 64.63 3.97 GPM 8* 375 29.5 39.8085 181 0,1094 69. 42 4.26 400 29.5 44.8569 181 0.1245 74.48 4.54 425 29.5 50.1808 181 0.1405 79.82 4.82 SUCTION LIFT SEWER PUMP STATION GENERAL NOTES 1 PUMP STATION MATERIALS (WET WELL, PUMPS, ELECTRICAL CONTROLS, ETC.) TO BE REVIEWED AND APPROVED BY ATHORITY'S ENGINEER. THREE COPIES OF SUMM(TTALS ARE REQUIRED. 2. PUMP STATIONS SHALL BE INSTALLED PER SANITATION AUTHORITY'S STANDARD DETAILS. (FIGURES 20, 21, 22, AND 23) 3. PUMP STATIONS SHALL HAVE THREE PHASE, 208 VOLT, POWER TO SITE. NO ROTOPHASE UNITS WILL BE ALLOWED. 4. UNDERGROUND POWER SHALL BE PROVIDED WHENEVER POSSIBLE. 5. PUMPS SHALL BE 208 VOLT. 6. EACH SEWAGE PUMP SHALL HAVE AN HOUR METER WHICH SHALL RECORD ACCUMULATED RUNNING TIME IN HOURS. 7. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 8. MERCURY FLOAT SWITCHES SHALL BE USED. 9. THERE SHALL BE NO ELECTRICAL SPICES OR BOXES INSIDE THE WET WELL. 10, SELF PRIMING VACUUM PUMPS SHALL BE MANUFACTURED BY GAST MANUFACTURING COMPANY, OR FCSA APPROVED EQUAL. 11. EACH VACUUM PRIMING PUMP SHALL BE SUPPLIED WITH A 0-10 MINUTE ADJUSTABLE TIME DELAY RELAY TO ACT AS A PUMP SENSOR. SHOULD THE VACUUM PUMP NOT BE ABLE TO PRIME WITHIN A PRE-SET TIME (FIVE MINUTES) THE VACUUM PRIME PUMP WILL BE SHUT OFF AND A ALARM SENSOR WILL INDICATE PUMP FAILURE. 12. FLANGED DUCTILE IRON PIPING SHALL BE USED IN THE WET WELL. CONNECTION BETWEEN PUMP STATION DISCHARGE LINE AND FORCE MAIN PIPING SHALL BE BY A SOLID SLEEVE WITH MEGALUGS. 13. TWO 0 and M MMUALS SHALL BE DELIVERED TO THE AUTHORITY'S ENGINEER. scale Dawson Industrial Park As Shown Land Planners Surveyors 200 North Cameron St, Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY PUMP STATION PLAN SHEET 10 OF 10 VIRGINIA ) ' J!!i / \ �; -' 63— A — 8D-1 i'` )( `!/' lJ% lf,'J '` :% ! BLACKBURN LIMITED PARTNERSHIP /' t ( t !t' J,J(j%((((rt! 1' r� 4�r ZONING: RA C ---: w .• USE: 'VACANT /1 /I/!�971.42'/^r'.r- ! N41°28'42"E tl rt( I i1 , j/ / {, S _ - - e1 - -—.._ _-y.i'�.,.._._ ---- - \ '_ _ _ .,_.,..,r._I,._„'`..'`•l., ..A,._ .ti../.. _.:.J-'—..A_ _ .J�_1 !'-'°_-A-..�.x•..t_r'. ryJ , if fi 110, Ir r If I / If If it t() (l) +r t r ;` �'l }� 'I!!l ilf/,►! (!) i ` r = c.,� , �, I I ) ,, (l t 1 r 1! (# Jl r :' t` � rr —�-/ t i' /�IhJ/!�)/1l � i� It , If (© , TAFEATURES !'; !#,;, ENVIRONMEN L I ' '� r,� , , •/�/j'/); # ,IIt t 4_ .��11 # 1 � � f � � r 1 J l r 1 f �' r � i! �/I \ w AREA IN ACRES TOTAL DISTURBED DISTURBED ,rl# f i i'if FLOODPLAINS 0.0 0.0 0 LAKES & PONDS 0.0 0.0 0 r NATURAL RETENTION AREAS 0.0 0.0 0 ��( # j, f # t , ' IJ, STEEP SLOPES(+157) 0.0 0.0 0 0!/ / #; ' JlJ t fr !JJ#tl�. ;r t r), # )t WOODLANDS 0.0 0.0 o #, , ) ;! t r `-1I11f(t!#� I f ; J1`I I ; `` I ( f- � WETLANDS 0.0 0.0 0 /!# #}, j' (j + �r' ;#(Ili!l�#// ()lt(7 j 1 ; ( I - ';a ►`� 41 LEGEND # )# r`, riliJ�N1!) !, 0/1l, oo - /BRUCE C. DAWS0q K PROJECT BOUNDARY LINEit l ---. ------ PHASE LINE r JI � r') } � ;flll'/!, #} 1 ft r rJ( { I _ • � _ 63-A-59A ._ , I / i / r r # r lU, # } } , 1 / 26.4493 ACRES ' y - ; lilt ( # a 1 f l,J)ll` , - - --- -- - ---- NEW RIGHT-OF-WAY LINE ,# /1� 4 # 1 h,'Il Id 1 t # ;� 1. �� / I _ I ZONING: M 1 ! 1 # ' ) 1 (f li)Jrlll� i f 1 - - .. r �. 63 58/59 — — ADJOINER PROPERTY LINE '#) 1( USE: VACANT- .- ,.' CENTRA r#J / L COCA —COLA -- --- -- — -- — EX. SAN, SEWER ,'11 # ) # 1JI#;'Ij!!� f f ! !( - _ �' - ___._ - {* -� _,- BOTTLING COMPANY, INC. 1'll �'\ DB 905 PG 568, PROP. SAN. SEWER # , 1 }# r 1 / PROP. WATER MAIN � # # !r1 � r ,t., _ _ ___ . _ -•- _ -- -- _ r/)1 t 1 ; 11�, r J f / �� i, •� VACANT W/ PROP. FIRE HYD. ,`I #) ;# # # ? ,? ## } J iil#%11I10 f f f jff'-r�� / i I `� . r. USE: EX. OVERHEAD ELEC. I # 'I f(1 ~ — _. m ft5 '11I i } i! 1 J ; ! Jl1;' } i f 1 ! _ $oo . r _ - r 1#f r! #Y- EX. SCRUB & BRUSH ILj-j1 r'1##'fll r 1 I / � -�•,, t � '_ _,, :<J Y -, -,-., _ - - '� � r � -- .. i �j`�lltll OWNER/DEI/EL. OPER. # # f ## 1CD \ r - -y'� r loll r`1) i ! rI �' Y�,_ ._Y s h ,� oQ C BRUCE DAWSON '# # 1 f ! i 110—A /NOUSTR/AL ORIVF WINCHESTER, l/IRGIN/A 22602 ,'t !i '' ! t - ? ( Q 1 / � ;1!' �'}# } ; 1 �, � I 1 `' \ • ,, ,, � �g� 1 I ': ',. �; ti �� ' �.._ _ _c - ��- _ - - ! `' -•� _- �'- � :� ..r'f ,. ` APPROVED BYE 'l't Ili # [¢ ,,�,t,f► f t f 1 �; - _ - •� - -- - - — --- —'-------- ; 1If I f i # ( # 1 f ff 'tf -llj rr I.s a•r _ .. rr t _ ���1#t i YJ �; 1;(tfllffffif Iy1, ' �r,�` �- i f j ' 4 # #}�' #� !f � �, J r � ) f t f f tf� f I � ! f # {! ` ,• r �) � `CD `� \ ` -" - - .._... _,_ .—_ _._.__ _•_- - . _ _ y ti"` •...e. ` ''i � '` "Co f - DIRECTOR OF PLANNING AND DEVELOPMENT CAA} ! tiun P A, , TWO C33- _ 1 COUNTY ADMINISTRATOR j}} D TE- 1 --NOTE: _ _ - - �, ', - -- -- a 7 } ,l/ }i j ! frrff !,I � ' ,- THE YEAR 2020- WATS PLAN _ 1 `P 1.� ° t' � I }{ / � �,, Iilrff}f,f # f i J`,(� !, __ . 1 ;� PROJECT SUMMARY lit f / # I, i i I CALLS FORKt(PROVEMENTS TO BOTH VA- RTE 651 AND VA ROUTE TOTAL AREA: 26.4493 ACREIi ( / I it 3;,. THESE IMPROVEMENTS MAY -' ,� o �f EXISTING ZONING: M 1 f r 1 � fl 'FURTHER IMPACT PHASE TWO. ! ` - — _ 1 EXISTING USE: VACANT '}I' PROPOSED USE. INDUSTR/AL /Q,OO/q�. t ) ,# } , f •i TAX ID #: 63-((A),)-59f=1 i ; # f t I� (# }1=1�ffif { g / IVA � / ?i � � � � MAGISTERIAL DISTRICT: BACK CREEK+}f f ` S ) } �' 1 f f }l}}if J ` /' , ` -' �` 1 ! _ - - \ PHASE- -QhE .EL -EC. AND MIN. LANDSCAPED AREA REQ'D: 259 - M-1 r#}� it , ' } ! Ifrff f !f ,t _ -- r j .� .� -� -�f■ ��.. .� \ J \ � TELE SERVICE (EST.). (Percent of Lot Area) ;(� ,f ' ` ► '' }#i€I}€�I f f ' _ A \ MAXIMUM BUILDING HEIGHT: 60' - M- 1 {f i f' 1} j ' f}'Iffi; i f ice' �; i ' , `� CONTINUED IN PHASE TWO. / FLOOR AREA RAT10 (FAR): 1.0 - * HISTORIC ON-SITE.NONE lD£TIF/ED ;fiTELE. AND ELEC Nt- � f ' t �� i #} 1 f,t ,; NO GAS SERVICE PROVIDED :'1#}t ! f - f + l #f�f1jx { 1 SERVICE PHASE TWO. J(4 ,����I _ PHASE ONE DEVELOPMENT TOf } .r' }f,if I,1 ( # ! STORM WAT R DEDICATE INGRESS EGRE S E MANAGEMENT PON /ff+}f;}}# TO SERVE MDP AREA _ ACCESS EASEMENT TO FC5A -PUMP STATION SITE. ADJOINERS NOT OWNS) I -7 .f I � i f ��' � G fff f -�.RI b t -o�'Dedlca tlon Req tred AROFD/cAT�� TO VDeT63-A-5�E '' _POTOMIC EDISON CO.'Iflf�.�-^-... w, �.r� AS ,INGHT 01- Y - �S 0670 6N >L WA A ' i f i f f r �► of ZONING: M 1 � t i � � ,r �+ _ • _ --.... _ - .._. _.. r - --- -- - - -r - - - -- - - -- . _ , �� f+ 4 DLLH MONK — — -- -- -- _-- -- 6 -790 USE: UTILITY 1 4i f 1 rt �, --_ _{ �'� _ - _ 146_ i f \ S43'08'28"W-- - -- ---� tip/ 800:4�'- — A- __. TRI-COUNTY VA. OIC ZONING. M 1 , — - - _ - _.. - 1 • USE: INDUSTRIAL /OFFICE - _ i t r V S CONaARY R0 E 65 — _ - _ U T -_ _ ! - - ---- _ � AEI � 0 A 1 S H A [� ELM -� '�• + r � f�% L� vT�"v--v-� � m----n _ _ - _.._. ..�- :.�r_.,,.'�F�� �v-�,-'*` Yl-.` y �. f,t -_' - - Aso _ rD..� I ` I — -- _ — — ELECTRIC' _ � r.. � "�� \ -� I GEN ER' L E RI Q J_ Ii /r 11f i - -�: - - ;, _�.. - _ AL ELECTRIC _ # , % ZONINGS M-1 ./. �l; _ If �_.,�,--_- — ,•_ - _Y, Y� - _ _ GENERAL CO. r i PHASING: ! 1 ## ref f ;1#1 #f �/ ��y,�; NOMA ZONING: M-1 U USTRIAL USE: II D f ^, s 'If01i f r r f i 'r •' a t a PHASING CONSISTS OF DEl/ELOPMENT1# I I { ({ , I I I f7lf f ,� / / f ` ' } f USE: II�DSTRIAL , 7 OF UTL /T/ES, ROAD AND STORMWA TER o�, f I I t ' i i f f 'f { / / / l I o �-t- MANAGEMENT FOR PHASE ONE. SUH-91 f i1 1 S _0UE-N7_ DE✓ELOPMENT OF INFRASTRU ; I / I ► + i{ f i ,,' / ! 1 ! _ _ _ _. — y r -- -- — "- TURF AS REQUIRED FOR PHASE TWO w o q) 4) ti O O Q 3 h h t C O C _O L Q d O O o Q a � � h A 0 0 o Q� o � S UO Ot_n Z wZO ' F=O~7OOW 1 \ �O W d o , 0° r 0 q SCALE I Al Z> DRAWN BY: _ RAM PROJECT NO. 8082 DATE: — 8,127198 SHEET I OF 1 s a /i >/iii:/ .% /ii%ii -r/ .i n'.. :./,r' is/;(9• Z � ...i v i" /sir, / ;/>; .., .^ _ /i .a / ; n'/ �i; /6 ./ ✓// i ,/,/'✓/ii /: i 1 E Ohm AL -41 ,_ A CONSTRUCTION NOTES GENERAL I. The contractor shall furnish all materials, labor and equ pment and perform all work iicluding 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 Yrginia Department of Transportation, Arginio Department of Health, Frederick County Sanitation Authority arni the contract documents. The engineer has at.empted to fixate existing subsurface utilities; however, such may exist that are not shown. The contractor shell 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 responsiole for all construction stakeout. All dimensions, elevations and locators shot be verified in the field by each contractor prior tc 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 h.s expense, all permits required of this work and shall faithfully adhere to the permit ` conditions imposed. 6. All grcdi-ig for improvements to be confined to the project area. Any work performed oftsite is the Contractor's responsibility. 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 centers ne of utility. structure or rood, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be requirea prior to initiating only site work, This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures anc methods to be in accordance with the Virginia Erosion 'Control Guidelines and kcal 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 rolendar days when construction is not in proggress. 4. Contractor to clean up and resfore disturbed areas immediately upon completion of p pe-laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction sholl be provided with 4" to oil, 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 & RE CUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. Access for emergency vehicles must be mai-itoined at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not Impede occessto 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 w th these plans and specifications and shall additionally meet all requirements of the Frederick Count Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the San tyation 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 (is the Inspector may require in this effort. 3. Temporary termination of sewer line stall be plugced with a watertight plug. The ends of -.he laterals shall be rrorked with c treated 2x4 post extending from the pplug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to aroposed buildings as shown on the Architectural drawings. 4. 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 frome and cover be set to final grade of the lot, 3) the distance between the tot of the cover and the yoke bar be between 18 and 21 inches, and 41 all componen-s of the meter box assembly to be in proper working orde,. It is the contractor's responsibility to have the meter box installed correct'y. 5. The Frederick County Sanitation Authority sholl install all water and sewer services that connect to existing lines. Tie location of the tap and the termination point of the lateral are to be coordinated wit* the Authority s assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make t•)e tap. The contractor must make application for and pay the cos of this work. 7. Frederick County Sanitation Authority epprov-ll of -his site plan expires two 2} years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1• Al work on this project mall conform to the latest editions of the Virginia Department of Transportation (VD(T) Rood and Bridge Spzciflcabons, 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, specification, or plans, the most stringent shall govern. ?. 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 accordor•ce will the current edition of VDOT's work area protection manual. Furthermore, all traffic control (loggers must be ce,tified in accordance with VDOT's January, , 1994 (or latest edition of) Road & Bridge Specifications, Section ? 04.04- C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as eemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be resoonsib e for acquiring all necessary dDOT land use permits for any work on VDOT right -of-wa . 5. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utlity companies and VDOT prior to initiation of work. 7. Contractor sholl 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 3. The Contractor will be responsible for maintaining adequate access to the project from the ad' cent public road- way through construction and maintenance of a construction entrance in accordance with the it 'nia r Ion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project s oll be maintained through construction. J. Contractor sholl ensure adequate drainage is achieved and maintained on the site during and at the end of construction. ' 0. All water and sewer lines within existing or proposed VDOT right -cif --way ore to have minimum 36" cover and, when possible, to be insta led under roadway drainage facilities. 1. 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 an adequate design can be determined by the engineer and approved by V.D.O.T. ':2. All undercut areas and borrow material shall be inspected one approved by VDOT Inspector prior to placemeni of fill. 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches sholl De compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-9-9 Method A, within plus or minus 2% of optimum moisture fcr the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be. (;onducted as re uired it the VDOT Rood and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final W)OT approval. 14, VDOT Standard CD and UE, underdrams shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 5. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum desicn standards and is the developer's responsibility. 16, If required by -the local VDOT Residency Office, conies of all Invoices for materials wit'tin 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. 7. 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. 8. CC-12 Curb ramps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VOOT Engineer/Inspector LD � 74 -L -- A��-3 77 R T t�?J� • C.en I r • •• •`r• I • 8 'i•.�r .i 1 ;\l/.. •mil � y+ M _ • m e� III 'V OP ZZI mil, 9,. f•. t , jj "`� ��{• ��" �� ;c; ` _ ) •� i - 41) �; fir'' s� ` l�- J � r�. • t �� � •• a � ° � � i�••.., •t ��� o i •• . �. `mod .. �'•7 _ . ) •r•• o S - J 1) 171 poll Vicinity Map Scale 1 "= 2000' SEPTEMBER 24, 1998 gilbert w. dif f ord & associates, inc. Engineers • Land Planners • Surveyors 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX.: (540) 898-2115 FAX- (540) 665-0493 1 SHEET INDEX COVER SHEET-_ 2 ___ per MAP ------------------ SfTE DMI-OPMENT PLMI -. 3 4 -- GRADINC & EROSION CONTROL PLAN -- 5 ---^_-- PROFILES -- 6 --------_.--- MISCELLANEOUS DETAILS-- -- -- MISCELLANEOUS DETAILS.-- -- 8 -- - -- ---.-V FORCE MAIN & WATER MAIN PLAN ---- g FORCE MAIN PLAN 10 -- - PUMP STATION PLAN _---�--�-- ----- _- -_ Owner/Developer; C. BRUCE DAWSON 110-A INDUSTRIAL. DRIVE WINCHESTER, VIRGINIA 22602 PH.: 540-869-3951 FAX: 540-869-4988 JJPjA[ SITE PLAN FFZ0VED - ADATr%'16`illl°5'a Coo ' C>1% N.>~VSS-r- I Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown once Date Project Number Sheet Number_ IJ Al I , 0 4 1999 DEPT, OF PLANNINGIDEVELOPMENT Of 10 TO A REVISED 10-16-98 PER F.C.S.A. COMMENTS x + O / /1 p V 6s LEGEND: ° P °R T.M. 4 A 801 r> + BLACKBURN LIMiTET PARTT RaHIP 9 ; IRF IRON ROD FOUND RA t ZONED: } �,r SE: AGRICULTUR VDH MON. CONC. YDH MON. I +L .,, O/H UTILITY LINE A AL tk:7 l l Gay +1° +`� WOODLINE + �. ' sa J. R. EXISTING FENCE !•..... ..................................... . ..... ...................+� cL. CUL-Df s� + •I 4 -) / / 3, •6• � ,� • �-. PROJECT SUMMARY / \ ' ''•.,. .{°. a f ` TAX IDENTIFICATION NU4BER 63-A-59A / •• - - TOTAL PARCEL AREA 26.4493 ACRES J • • +8p ZONING M 1 t7 + + ,� ADDRESS 1 I ` s ° CURRENT USE VACANT PROPOSED USE OFFICE + +®° s EXISTING LOT AREA 26.4493 ACRES U I Lla -• �� '••, 4_ DEVELOPED LOT AREA 2.7977 ACRES >+ / r + <b SLjBACKS > I . + REQUIRE PROVIDELLJ O 1 = �'* �° o ' +�o _ FRONT 75' 79' U Ci Q r ry �o SIDE 25' 29' ..................... ................ ♦.••.•..•...♦ ••.......•...............•.........i ........................... REAR 25' 91,19' 0 0 Cl- Z � N `S O V V Ne o W Q w � i G FLOOR AREA O ` + PHASE ONE 11,182.50 SO, FT. OFFICE 4 I I C) +_ eo � -}�°s? PHASE TWO 10,500 SQ, FT. OFFICE TOTAL 21,682.50 SQ. FT. o / I �°°� + I I` + DEVELOPED LOT AREA 2.7977 ACRES (PHASE 1) p ' a-, RIGHT -Of --WAY DEDICATED 3.0610 ACRES / > �'i� � •' • • • • • •g • • • • • • • : 00 �°s LOT AREA DISTURBED 2.59 ACRES �.'� 7 +�►� FAR ALLOWED 1.0 ' 00 + " ; os 'I FAR PROVIDED 0.17 (BASED ON FUTURE LOT SIZE) MINIMUM LANDSCAPED AREA 25% 30,797 S.F. LANDSCAPED PROVIDED 47.7% 58,801 SO. FT. . � ED AREA 0 DED J r , E� T,:., PARKING REQUIRE PROVIDET0k 63— A— 58 s POSE 1 PHASE 2 PHASE 1 PHASE 2 Co CENTRAL COCA —COLA OFFICE BOTTLING COMPANY, I.K.(1 ��/2� SQ,FT.) 44.7(45) 42 a ' STANDARD SPACES 64 27 9 b 4' DB 90 PG 568 HANDICAP SPACES 4 0 4_ 0 4 '~--- ZONED: MI TOTAL PROVIDED 95 ----._ PARKING �ANDS(�APING USE: VACANT PARKING LOT PERIMETER 1140 FT. PERIMETER TREES REQUIRED 28.5 (01/40 FT.) PROP05EP PERIMETER TREES PROVIDED 28 06 ,f ' �� INTERIOR TREES REQUIRED 9.5 (01/10 SP.) PROP05ED LOT #2 INTERIOR TREES PROVIDED 10 r. r :� PARKING LOT LANDSCAPING REQ'D. 1,558 SQ, FT. 0 5% • PARKING LOT LANDSCAPING PROVIDED 3,516 SO. FT. LOT #3 59499� ACRE NO STEEP SLOPES, FLOODPIAINS WETLANDS,SINKHOLES WOODLANDS >�> 14.6128 ACR E5 I I OR OTHER ENVIRONMENTAL FEATURES ON THIS SITE. NOTESy J 1SIGN IN T THE PROPERTY COMPLY WITH TH © C� LiC / _. _ . ALL St INSTALLED ON EWillE Lr)Q STA 4+65.0o s / / '1 REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. I Q Q C H / / .,! ` �.� LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -WE GLARE. . 2 ALL Z q 3 cr . ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al17.1-92, moo I f� f —..__ ;i n+/Ii :1muruteu PLANTING SCHEDULE • " I I g LOT #1 X1 THE YEAR 2020 WATTS PLAN CALLS I' • • _ f 1 J FOR IMPROVEMENTS TO BOTH 651 _ 2.79'T AC�ES L (SHADY ELM ROAD) AND ROUTE 37 i ' THESE IMPROVEMENTS MAY FURTHER IMPACT THIS PARCEL PRASE 3 Roo F . f BOTANICAL - QUERCUS PALUSTRIS COMMON -NAME _ PIN OAK SIZE 2' CAL. 0 6' HIGH SPACING AS SHOWN QUANTITY 17 ') ZELKOVA SERRATA aGREENVASE' GREENVASE ZELKOVA 2' CAI. 0 6' HIGH AS SHOWN 11 KORNUS COUSA KOREAN DOGWOOD 2' CAL, 0 6. HIGH AS SHOWN 10 _ SEX CRENATA 'HETZII' - HETZ NOLLY 36' HEIGHT 4'-0' O.C. 18 0 - 5,250 SQ. FT. OFFICE I _ I VAX BLDG. DG FIGHT = 35 FrSEEDING REQUIREMENTS f W00DS � � ,.� 1 . II J & B R U S H 0 I 4 PHASE 2 +> ALL DIST IJR BED AREAS NOT PAVED WILL RELIEVE AT A MINIMUM c� I I '•• �i 5,250 SQ. FT. OFFICE '�?'6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 4�, ® -�.. VAX. BL.DG. HGHT.= 35 FT. � E 2-3 LBS, MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. ... i LB. ANNUAL RYE PER 1,000 SO FT. 7 PROPOSED OFFICE BUILDING 0- 120 Las. MULCH PER 1,000 SQ. FT. �r; ® F. A. ELEV. 790,50 11,182.5 SQ, FT. FIRST PHASE FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE I is MAX BUILDING HEIGHT= 24 FT. TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A 0 MINIMUM LIME SHALL BE APPLIED AT 70-120 LEIS. PER 1,000 SQ. FT, RELOCATION OF THE VDH MONUMENTATION •; ,�i9APr�5�/C�SGALE �® .- ............. - -- - > SHALL BE ACCOMPLISHED BY A LAND SURVEYOR - � - � �'��� — � co �� �� sn ` ' LICENSED IN VIRGINIA�® -T I + ............................. ... ................ .............. ' , � � � � �� � ♦ i w60 _ ft.�' '- 1 inch i coK crwr In zJ �/' •� VDH MON: — - _ - - _ —--- '�---- - _ — 90 .s _ 155 - _ -- r'Q 49' S43 08 28 W ,� z4'�. ..................................... ................ I . 3n --�--8 — .._ _� _ 9. 0 n ,. 6 G�- TE .... 4U •�,.................. FC15TED 'W. •M,t:', H.• �i PEE D- J..l.Iui.Lt.................................................... ............................ , .lvl,�, • •�E •OC�•ND���' ��--- - — --- — _ — __ _ T —•� 52 (YAR � I TO IA LE6 . -- WfDTM S T M. 63—A-57 + SIGHT DIST�iNCE-�500 • + T.M. 63-A-61 DISTANCE500---_---------__- GENERAL ELECTRIC COMPANY s SIG�IT _ _. ZON D• M1 Flm©©G aID � y � � • v � N p1NIA # O W Z O O W 'tC'cr-0W Q �Q+�U_j `n d a wC w 6 "a 0 / a 00 _ SCALE DRAWN BY: ✓OS PROJECT NO. 8082 DATE: 8/27/98 �'a � . USE: MANOFACTURING Ct SHEET 2 or 101 3 b 0 I 3 CCi 3 3 1. 54'-R/W (DAWSON DRIVE) TYPICAL l.l7MIYIVCL vv--r IX IiVMDIIVH IIVIV UNDEROR/ANS TO DOWNSTREAM DROP INLETS. AGGREGA TE LAYERS TO EX TEND 1' BEYOND BACK OF CURB. TYPICAL ROAD SECTION - DAWSON DRIVE N.T.S. 25 4fPH - 54 ' RIW - 1641 TPD , z VDOT w W/REV FINISHED - o a SLOPE GRADE PROPOSED 4' w x OFFICE BUILDING -- F.F. 790.50 P Z' FNNI �2' SM-2A_ J--_^ --- - ` - 8' 21B PROVIDE TYPE 111 BARRICADE (PHASE 1) STA. 4+65, DO END PHASE 1 CONSTRUCTION PROP. STR 18 TYPE: DI-JB END PHASE 1 WATER 12' GATE VALVE & 1-12' JOINT _ PIPE. PLUG PROVIDED IN PHASE 1. I I I �i 1 N 2' ESMT PROP. STR 16 (MOD. FOR H LESS THAN MIN.) p 0 r 0 D EWE TYPE. DI-3B END PHASE 1 SEWER LOT #2 _ 2 JOINTS 8' SEWWR 0 2.94% WITH PLUG IN PHASE 1 CC- 12 HANDICAPPED ACCESS RAMPS PROP. SEWER M" 1 SHALL BE PROVIDED AS DIRECTED BY 5.9499 A C R CC G 5 R 795.00 THE VDOT INSPECTOR. I1NV. IN= 787.20 (2) I/__k= INV. OUT= 787.00 25 ft, BUILDING SETBACK G 2.7977 ACf�ES � 2 SECTION A �I 3o Fr DRAINAGE ( 9 2' B R 0 N I C PROP. STR 7 TEMPORARY WHEEL STOPS C6 ------ - PROVIDE ES-1 PART OF PHASE 1 PARKING SETBACK g 5 FT. PARKING SETBACK OPAQUE BOARD FENCING AND GATES REQUIRED. 2 I I B.R.L. h ` • ; ^ --- MIN. HEIGHT AS HIGH AS THE DOMPSTERS USED. W TE SMT. I _ 0' 3 85 FT, - 8 PVC SEWER ® 0.5x I 6" FORCE MAIN 4 INK = 787.0 ► i � � � PHASE 2 PARKING LOT LOT #1 Ircr 12 WATER LINE 5 _.�, 12' I r F�ISEMENT � � - - � � TEMPORARY WHEEL STOPS SHAD7' ELM ROAD N -36' HEDGE � --- � a _ PART OF PHASE 1 _r �_ '( � - �' 150' NI ° I p (�� I EX/S1,�yC,oq��E# 1�1� � I PHASE 3 PROP. STR 110 l l�2 ° 50-28 I -- TYPE: DI-1 3 1/2'8M-2 ��I � ®� � _ 0 � � 5,250 SQ. FT. OFFICE m 75' B.RL: _ 0 MAX. BLDG. HGHT. - 35 FT. � MATCH EXISTING CROSS SLOP£ 8" 21B E� BE2�N� EDGE �`� - --j 0, PAIgMENT !-.� I �' 20' � �- 24' 150' C6 WELL COMPACTED SU8GR4UE � I I m SHADY ELM ROAD WIDENING SECTION I I g_ x PHASE ti ' I - 5,250 FT, OFFICE PROP05ED __ 154 RIGHT-o<-WAY -I s -- -, �. MAX. BLDG. HGHT.= 35 FT. LOT #3 PROP. STR 1sa' I , Eas •; ,� OP. STR � � � l:'''_VDOT Co-CG- r2 I 14.6128 A R�E: DI-3B I 18.00' 18.00' � .r _ E.� DI-1 �; ' TEMPORARY WHEEL STOPS � I - _ _ _ E5 - -' - r -PART OF PHASE 1 ' PROPOSED OFFICE BUILDING - PHASE /1 I LAN05CAPEO HEDGE POW 114 F. - 8" PVC SEWER 0 0.51 %-_ INV. = 779,60 PROVIDE ES-1 0 D PROP. STR J2 I `m TYPE.' DI-3B DETENTION POND DISCHARGE STRUCTURE -' PROVIDE ES-1 320 FT, DRAINAGE EASEM 3w - - _-12' WATER MAIN � 20 FT WATER EASEMENT ti w w w w. 1 1-12 GATE VALVE PROVIDE ES- I 1- JOINT PIPE 1-12" PLUG 1-12' GATE VALVE - G 1- 12x10' TEE - - -,I B 0, AZEU&,y - - - --- - - - - - -- - - j _ 0 GAT VAZ-VE Conc. Endwal! (EW-2) 1- FIRE HYDRANT ASS'Y. INV. = 77797 PROVIDE ES-1 MODIFIED Conc. fndwal! (LW-1) Each End CD-2 RLQUIRED 24" RCP INV. =779.10 '•,�,� \ ' _ --_ - - -`"- r 48' TAPER Y, - / / "`„�L.._. .,..,,,••�1 _.--_ ^--_�=_.__---_.__-- _ � -- 100' TURN VA. 5ECOONPARY ROUTE 651- (VARIADLE WIDTH K/N 30 'A0 JLC�4LE - ( IN FEET 1 inch = 30 ft. F. F. ELE`. 790.50 ST I I J82.5 SQ. FT. FIR,_ PHASE MAX. BUILDING HEIGHT= 24 FT. y ROP. STR P -_ --- �� --- - - I ' �> POLE MOUNTED HANDICAP PARKING TYPE: DI-3B c _ CLEIWOUT - N SIGNS INSTALLED PFR VIRGINIA n - I STATE CODE SECTION 36-99.11 7\ ICI HOW 1 �s qn' _ B.R.L. VVOT C 3-12 SIC 9, N() C�LEANOUI12 �`'�, ' �,. � � � X 9 8, 8, 8 _ _-- ��8, 89, TYP. a 5 FT. PARKING SETBACK _'n" T:;z ][ T-Z C3 G 0 -• �VDOT CG-12FM 4 . CONC. SIDEWALK -- � PRO RIGHT-OF-WAY 12 WATER w ® w w w 5 FT. PARKING SETBACK w / ti - 21B AGGREGATE SUCTION LIFT STATION -3 HEDGE ROW �• 1 WATER SERVICE 36" HEDGE ROW --� � S �� BASF pR O P05 E D -PRO D 6' SM. FORCE MANV co PROVIDE 3- 15, 10 FT C1 LONG, 3' ON CENTER 0.0279 AC. TO FCSA PHA5E I = PROVIDE ES-1 MODIFIED LAN05CAPEO HEDGE ROW (TO LOCATE CG-12 AS DIRECTED BY A I/► - e� p I Culvert Summary =i zi :3i = Mi � Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 781.00 780.65 56 23xl4 0.63 RCEP 2 780.75 780.50 36 18 0.69 RCP m o o 2 1 4 3 781.10 780.95 40 18 0.37 RCP 4 782.90 781.35 53 15 2,92 RCP 5 782.20 780.50 100 15 1.70 RCP 6 789.50 788.95 40 24 1.37 RCP 7 790.50 789.70 28 24 2.86 RCP 8 788.75 788.25 20 24 2.50 RCP 9 784.50 782.40 35 15 6.00 RCP Z 10 785.50 784.70 165 15 0.48 CIVIP N Z Storm Inlet Summary 3 Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat m 1 781.00 ES-1 MODIFIED ( _ 2 780.95 780.75 785.10 DI--3B 10 3 781.35 781.10 785.10 DI-3B 12 4 782.90 786.90 DI-3B 14 U Z J zz 5 782.40 782.20 787.20 DI-3B 12 O Q 6 789.70 789.50 794.50 DI-3B 13 �rr � 4 � � .0.W K �z q 7 790.50 ES-1 8o m 8 788.95 788.75 794.50 DI-3B 13 `` a_ " N " 9 784.70 784.50 787.00 DI-1 " 10 785.50 788.00 DI-1 Q O O I N 1 1 1 .- 4 co .. LU .� > U. V w � (A w m 00 L b OD _ UTILITY ROOM 3 w' t 9. �' ACCESS ONLY TEMPORARY PROPANE GAS TANKS (USED UNTIL SERVICE PROVIDED PC v BY SHENANDOAH GAS) •.r 7 na Lt W TV NOTE: CURB AND GUTTER AND PAVEMENT FOR PHASE 2 PARKING AND 35.0 18 SHRUBS AND PHASE II HEDGE ROW (40 PLANTS) ALONG THEn:2L PROPOSED RIGHT-OF-WAY ARE REQUIRED FOR BUILDING EXPANSION.CONCRETE WHEEL STOPS ARE PERMITTED UNTIL PHASE TWO IS DEVELOPED. A, BOND OR IRREVOCABLE LETTER OF CREDIT MUST BEPROVIDED TO ENSURE COMPLETION OF THE PHASE 1 PARKINGAREA SHOULD THE PHASE TWO EXPANSION NOT OCCUR WITHIN 3 YEARS. THE BOND SHOULD COVER INSTALLATION OF VOOT CG-6 IN PLACE OF THE TEMPORARY CONCRETE WHEEL STOPS ° 00 h PROVIDED (225 FT.) AND PHASE I HEDGE ROW (18 PLANTS). FOR CONTINUATION OF WATER AND FORCE MAIN SEE SHEET 8 OF 10. q � � q � q � o ct�w O v W SCALE: 7 "= ,30' DRAWN BY: RAM PROJECT NO. 8082 DATE: 8/27,i98 SHEET 8 of 10 L Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 781.00 780.65 56 23x14 0.63 RCEP 2. 780.75 780.50 36 18 0.69 RCP 3 781.10 780.95 40 18 0.37 RCP 4 782.90 781.35 53 15 2.92 RCP 5 782.20 780.50 100 15 1.70- RCP 6 789.50 788.95 40 24 1.37 RCP 7 790.50 789.70 28 24 2.86 RCP 8 788.75 788.25 20 24 2.50 RCP 9 784.50 782.40 35 15 6.00 RCP 10 785.50 784.70 165 15 0.48 CMP Storm Inlet Summary Str. No. Inv. in Inv. Out Inv. In. Top Elv. Type Throat 1 781.00 ES-1 MODIFIED 2 780.95 780.75 785.10 DI-3B 10 3 781.35 781.10 785.10 DI-313 12 4 782.90 786.90 DI-313 14 5 782.40 782.20 787.20 DI-3B 12 6 789,70 789.50 794.50 DI-3B 13 7 790.50 ES-1 8 788.95 788.75 794.50 DI-3B 13 9 784.70 784.50 787.00 DI-1 10 785.50 788.00 DI-1 LEGEND EXISTING STORM DRAINAGE & STRUCTURE O PROPOSED STORM DRAINAGE & STRUCTURE - -11- PROPOSED CURB & GUTTER DRAINAGE FLOW EXISTING GRADE PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION SEDIMENT TRAP ROCK FILLED CHECK DAM RFCD � DRAINAGE AREA BOUNDARY ....... I............... DITCH Base, B 901 0 Depth, D Lining, L Lining Depth, d xi-B 0 0.70 GRASS 0,70 - X1-A 0 _ 0.75 GRASS 0.75 X2-A 6 0.50 GRASS 0.50 X2-8 0 1.50 _ GRASS _ 0.75 REDUIRED (dsa = 9 ') STANDARD DITCH SECTION STA. 4+65.00 END PHASL- I -CONSTRUCTION PROP. STR 8 TYPE. DI-3B i rNv = 7R 7 UPON COMPLETION OF THE STORMWA TER POND;i-- t WILL BE NECCESSA R Y TO SUBMIT ENGINEERED COMPACTION REPORTS TO FREDERI CK COUNTY DEPT. OF PUBLIC WORKS. TYPE DI-3B I o� W. STR J6 (MOD. FOR H LESS THAN MlN. _-- - e TYPE.- DI-3B I I \ PPV. SEWER /RIM= 795.00 INV. IN= 787.20 (2) \ / INV. OUT= 787.00 IP lP 4�P 792 PROP. STR 7 J C6 '' C PROVIDE ES -1 PROVIDE ES-1 -.:. i /.......................................................................................................................................... �........................................................................................ ... o. F RF HI PT. 7 9, 00 1 �: I � F I9p am-nonn 790 _r~ .................................... ... ............. .... ---------- � 150 • i I - ---- PHASE 3 "ROOF Q �: ------ - - -_v_ P STR 10 is -- - - �D1 ' - �P 5,250 SQ. FT. OFFICE MAX. BLDG. HGHT. - 35 FT. { I 150' { 11- ---- - PHASE 2 - -"-- - - 5,250 SQ. FT. OFFICE - -- - - MAX. BLDG. HGHT. = 35 FT. PROP. R 9 a I. 150' I{ p TYPE- DI-1 -.. 'Y - 789'S0 I PROPOSED OFFICE BUILDING --.--I F. F. ELEV. 790.50 r9 --1 - II,1l 3Q, FT. FIRST PHASE I C 5 __ MAX. BUILDING HEIGHT- 24 FT. ^SRO'. STR 4 - -- I IE --� - -- -- (D I TYPE: DI-38 :I do I 790. I 6+ IP I l' TYP . 1 B 77 86 qq 9 6 A. 7.40 0 h T C 90 In •. 2' 89.85 '8 90.10 C ))) T 89.00 T C 9.4 C 89.4 88.50 RIP RAP ................................................................I....................................... I > nj 789.00 w w -- - - .1 -- -- -- 7Q --- --- NO RIPRAP TO BE VED ON PROVIDE ES-1 MODIFIED -- SF ' 0 VDOT RIGHT-OF-WAY 1 l I 1NV ' .2 - - - -� - - - - - - - - - - - 0.6 IP ,'NV = 777.9FROV�=i�ODlT7ED- - - PROVIDE 1/2 CU. YD. Conc. E7. 97 (EW -2) 9.05 C 1 1.00 VDOT CLASS A l RIP RAP EXISTING CULVERT F7 3 PROVIDE EC-1 PROVIDE EC--1 ----- 781.33 (TYP. OF 2 PLACES) TO BE REMOVED 179874 Lo= 28 FT Lo_ 4 FT. ZZ5.4 2 W= 29 FT _ T7 81.6_ ..� _ _ . _. -• _ 1 -swill III RFCD __ -- _ _- • . _ .. Conc. Endwall (EW-1) Evch End / \ �.., !� X�...• ---- 7 80 RFCD _ . Ih =779,10 _ X2 - A -4 --- ••.... ,.0 -- ............ $F �- i - - SEDIMENT TRAP __ „ SF 1 In ...... R-OA' _.. - --- .......... .ca Y R-10-UTE-651A�Q) ............................. .. .............................. ........... V& ...... 5 E G-0- N n ' -- -- u U U U _ Hsc LE -- - _ _... _ - CONSTR TONt t 30 15 � � 30 60 - A TEMPORARY CONSTRUCTION ENTRANCE PERMIT FROM VDOT 1 ---� f`YY _ _ _._ __ ..__ __ -_ -- - •�.. -• --• -" - - MUST BE SUBMITTED TO THE FREDERICK COUNTY DEPT OF PUBLIC WORKS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT ( IN FEET 1 inch = 30)ft. d- 1 :� PROVIDE ES-1- PROVIDE EC-1 a W= 18 FT. i PROP. STR 2 m 18" HIGH CHECK DAM i VDOT CLASS 1 RIP RAP TYPE DI-3B m DETENTION POND DISCHARGE STRUCTURE- 77y 50 IZ PROVIDE EC- I Lo= 4 FT. 320 FT. DRAINAGE EASEM W= 5.5 FT. ;Fi4 PROVIDE ES-1 0 m o o Z C_ 1 q� Q) O -'h� �z k C, W SCALE: 1 =30 DRAWN BY: ✓OS PROJECT NO. 8082 DATE- 9-28-98 SHEET 4 OF _10 M 3 0 i 3 0 0 �i G 3 O c� _ top of nanW. at brae in pavement areas unless othenr'rie directed ; 1-6' top shag be set 18 mkt. above grade it commit areas squaw? skid pad 6' thick - �� controdor to grout rnar'd. cover in place 4 bolts (3/4' dia.) ♦ odjustmeilt rigs III' Max) A aA. concretf ASTMC-150 40M psi s -• 112'a16'(lyp) piontic applied pioneer 301 mask between joins and on A exterior side of Of!, ♦ A joints are to be squed — wilh '0' ring Oft— va•iable . 71 • I.. _ —Pipe to mtadlole • connect;7xw to be by fl xi* sleeve Intel ctarutel to par tfle a smooth transition mJt) out, inn, tar all connections I .Mal • —� grout bottom of I �. 4� lop of bench -wog .•tic rr-^; ".a �, �^ I. to forty, channel ` Lr : k•'' s)J- i< `° top of as A• ♦ +I a ♦ A , a ♦ • O ♦ • • . • a ♦ e 81 A 6' bedding stone --_ , --._ •• __._ a + A NOTES 1 Wraliole sections ;Irog hoe an exteral coating of Waved atumastk water prcofwlq prllr to i0abon. 2 if adjustment elewTtion exceeds two inches Lox concrete odjustment rings Wh a exterior :ootirg of biturrimlic water proofing 3 Frtd slope adjustment of manhole frame roof be by shins orxf non-sbri t grow. 4 Skid pad to be 03ced arourid maOolm located in staulders of roads. 5 Rid top casting slag be wised on shallow triontiole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 rhrusf DiOCk 1 6" dia. schedule 40 steel pipe filled with 3' concrete and painted ' yellow 7' 18 dia.`b concrete enccs.sment - BOLLARD DETAIi_ direction of setting to be approved prior to installation as re wired concrete pod l'-6" sq. x 6" deep * I � min. - 6" max. I ���111LLL stone to be minimum I i of 6' above tcp of b FIRE HYDRANT ASSEMBLY Flgure 9 I screw type adjustable valve box I I r,,�Iccator peg mechanical joint swivel tee with 6" oronch METER BOX cnd COVER METER BOX (See Note) METER BOX LOVER 18 in. Dio. Non -Traffic M:;2C-PW Traffic A32HH -- T 24 in. Dia. Non -traffic MC--30 (Frame) WITH RML-1-T (Top Lid) Tra'ic MC-30 (Frame) WITH RML-`2-T (Top Lid) Ncte: 1 /2" thick polyethelenre plastic 30" deep (vertical crush strength sholl exceed 2000 pounds) treated 2"x 4" with top 6" pointed blue rneter cover set 2" above fin. grade prior 18" varies as required to sodding - corporation"i 21„ stop 3" stone bedding - meter by F.C.S.A --meter box surrounding box angle check valve 36"min. 4vith drain valve 45' 8"rein.10qnl�evl oe balli valve U type K roPper •�`. tubing, co otinuous without 11oints frcm r2' water main to meter --Train 6" stone bedding METER SETTING PARTS line size meter size yok,4 angle yoke ball valve angle check expansion valve wheel 3/4 5/8%3/4"Y502 BA94-223W HHCAS4-323fD-G EC-23 1" 3/4" Y504 BA94-344W HHCA5,4-323TD-G EC-23 1" 1" Y504 BA94-444W HHCAS4-444rD-G EC-4 transition to meter /---setting as required curb & gutter -_ Street_- 3 M INSTALLATION NOTES. 1. Exact Iccation of meter box assembly `T tc- be approved prior to installation. 2. Water service crossing street shall be encased in 2' dia. SCH40 PVC or M SDR21 piping. The piping shall run from _'/4" type K one foot beyond sidewalk, across the copper for v, o v to back of sidewalk 1 " +:ype copper 33: h •' A N street, to one foot beyond sidevialk. single meter installation - - 1"x3/4" wye DUAL METER INSTAI-LATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMEN' NO 2 - APRIL 1997 A,MENE)MEN'- NO. 3 - OCTOBER 1998 CC It ►opt sure rr-d a D of rHa N Of" un _u c"In s of fuN Adp/1 Pwreesaesfe whore AVicob* - - Mka� COrWrutllan Ja1t0 -- ----- • 'Y Poll, urn co -oriel Cover loewalSpec Yr. w/WA 'oo: vval ,f MII► PrMasoDb _ Cmtlrit/lot ,awn POV CG /2 1 ssida�ae o:o un Q 6, TYPICAL ALTERNATE RACIAL ZW FOR USE AT APPLICABLE STREET •S : Bo ! e ^t Ylril CrrrMt CONNECT AONS AND COMMERCIAL a For Coererc/r Erarorxe f Msovy Trutt Trdf)c Mlclpdod 1 RADIAL PL". ENTRANCES. S. s. sr.rdre tic �! s/er 2olto A�-. I esebte d e � ' Nn w hrCdrteNetar l/an Jobe J ` � � 1 --,------- ?-1 % 3 Yr. IO/n I n �- 6 0� o • o. / 1 Sidewalk r i Q� two; 1 a 1 0.0000�00000 -- 16 FT - 4% 4' wWD RAIL 1'x 9' ROUGH S M BOARDS 6' _4* LONG SLOPE FOR DRAK4E STAGIAM W/I. ov R 6'x 6' (TREATED) WOQD POST "r P BASEk V S/8) DN BOLTS Q TYpIh1L I � 4'x 4' wOOO RAIL 6' owAt TE 'AM w/ 6x6 Q a0 A `^ WIRE MESH (SEAL CONCRETE SLAB K719V (Wkq ABW;FT N) $2' aA r �bNCRETE EXPANSION JOINT AT FWTW y EACH P(Y, Tttr; (TYPICAL OF 4) l� 6. 6' SECTION A 0 14 -T (2) 6" CONCRETe _. — - 16 FT. n;1ED Rasa -�� � PI -AN VIEW 14 A' HOLES tit CONCRETE MNGE TO LOa< GATES IN OPEN 3' AND G OSED PDSn10NS. STEEL 2) 24' LONG 3/3' RODS •2• All JOINTS GRADE FRONT EL VATIQN STANDARD TRASH ENCLOSURE DETAIL 1 -• t / , I I 1 ` loll= ■� 1 tit � � ■ ■ _ .. _ � rw wry Span B ; ; "01.' . o. o• oo, o o • o .o o Slop 12.f W,141ur 1 A —� TANGENT PLAN wvQ ISLW£T RAC vl£w • tw/•Ie Srd.CG-! CFT q used. NOTES , Sidewalk Nil - 7V IS fro #Writ" to Cure cell, roar b Of ('loss A-! Crtcrre (pys� A,4 ! p�epy/rl fh L/press/s1rY IrVp/d I derK'IaNf surface cnvrfro ND MR/e rlorn d ml roep r/or lro /loot De twilit r lflgJ b/fsr strip# reppuJlro.wre GeNevo o It% skin rarmrp gp precast r cost In poop). Tre doractore wrnfrp dell be prnrded A an e.p"od aWa9 e Srd.CG t -----.-- T.f .—.----.� flnisA Romp stun rw exceed o m,lm of sAWe of I.Ed- r CG,6 AJlx We� a — - Fbred sldeu of cva romp to be puled mnol frspfly with fop liar r ty wWfp per• AYssabh anslruOkin Joint with repudrd brs M rw p flea /s pICaM.nlles eWf at porbd for ebwr Ors sa that odlrNrq /Are slweae oon of post !n kitty arNr Wa>Mer,t a pr=n1 row fkr. Prow$ tarcrrw Aw be obis A 4. SECTION A -A TNs Also, twig• to Mpufrod ors two b be t S . pond I' pnef to Cella o" !loth sides of Its rap Process r cab in olioe flaw. AII" pri of romp flow. M/niserm owtroro w w / Y,'. •S , C airs • It Cue rape w/N h esasurd ond paid for r Ue ereract unit ekes for tfydrow sic Cement PrMasabN CandfuOkwn Cercrro Sw0•rrt rd EApased opprpre sklerds. caplre litprdce. i SAW* mod root '�~ C✓aa•e oM pHs sloe rrrunlms odJowif b a/re rants re Inokded to So -- Ir curb/curb doe p,nor. '• wren used to conju dbri with stondrd CG-! r CS T• the LI/b fop of INS sfandre IS • ' . i •' f to be odlusMd to VoIcA Ire swainoWs cwrb car/Waff/on c SECTION a-B W Aateesidr rouse Is damned os a c"Muous Curb Ramos re to be bard os sawn on Ire Pons r as dlrened Oy see £roinor. �o, • wromruCNa.sio".firm acid sdp ros/strr of denies of o Trey re to Do prMdod of InfrsWions nwevr an ac y sabfe rose ® wlrrin fie r1gN& way ar o Notw foci crosses a curb f7wdl"s r Iwrw sldwvafs Is obe UmIIs al E,posed oppreyase sldowolk n poll paned/np acxesslbis facift flsl y e.lstfrp• prMo"d r n".lsfwr Tray mW De offset tom pedestrian arms»ass os s/wn w Pan Tiernwtr whre wlarn d sldewaM r slOewoM spop 7s irss iron 7-♦ can be opwoocted. rrrd and "sd 4' persons wan mnlr/fy Irfoaq'sisms. r os drrocrad 4 fit E,VPrer.M,I shoutd roc tv )"d b"lid wench 0 rinet- -------- ------ -------------._--__ _-_.—___..---------- ---------- Edsll U n /Its drons.dr In�s.rc.wlllasp affeOPacemuw. _ p p pies. M1 pa CURB RAMP KFLKKL A`"`"'C (PERSONS WITH MOBILi1 Y IMPAIRMENT 5) 502 VIRGINIA DEPARTMENT ar iRANSPORr AI N Awind tt•91 concrete pod concrete pad 18"x 18-x 6" deep 24 x 247)- 6" deep varies 2' min. f to property fine �ll 2" saddle servk:e rocchvay box — blow -off --r hydrant -2' corp. stop 2" coupling 48" min. 2' coupling- � 2" type K-� copper >" type K copper / standard bedding -.1 ' a water main 2" boll valve curb stop with 8"x 8"x it)" :?" square operating nut solid block Note : In traffic orea bl,)w—off hydrant io be set under manhole frame and cover. mon hole frame and cover (cover labeled water) 6ing" manhole adjustment I :1'6" stone bedding 4' . TM:; area nay be cone at the option of the Thl:> curb Is to be used when deliyr, speed is 40 MPH or iess on Rural 4ightroys and 45 AI P or less in developed urban ti siA9urban areas EILOW—OFF HYDRANT Figure 10 The bottom of the curb bnd gutter may im constructed parallel to the slope of ;ub- surFare coo^ses pirovldea o m"frtun depth of 7' is maintained. Note: Comb. curb & gutter having a radius or 300' gr less (alorxi face of curb) shall be paid For as radial conbirotion orb & gi/tter This item may be precast or cast in place. Concrete to be Class A3 if cost en place, 4d00 PSI If precast. e�MACEi CEJMBINATICIN 6- CURB 8: GUTTE=R 105P VIRGINIA DEPARTMENT Of TRANSP0RTAT1l7N___ -- _ q Swpe to drain to invert of 01 Outltt pipe SECTION A -A AETHOD OF TREATMENT IN DROP INLETS a NOTES Shaping of manhole and inlet inverts in accordance with this drawing is to apply to those structures specified on plans or where Invert of pipe Is above invert of structure Manhole or drop inlet is to De formed and constructed in accordance with applicoble standard or special drawing. The invert shaping as detailed 1 hereon is to consist of a Portland Cement Concrete mix conforming to Class A 3 or Class Ci,except that 25% of coarse aggregate may be up \ to 4" in diameter and consist of stone, Woken brick, broken concrete, or broken concrete block The surface shell be left smooth by means of hand aowelbng None of the coarse aggregate shall remain exposed. Details of invert shaping as shown hereon are for example purposes only. Each manhole or drop inlet is 10 be shaped individually to best fit the particular inlet and outlet configuration and flow lines. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SNARING MANHOLE 8� INLET INVERTS REFERENCE 302 VIRGINIA DEPARTMENT Of TRANSPORTATION 106.08 concrete pod 1'-6' sq. x 6" deep -- screw type adjustable calve -� box I 36" min. locator peg valve megolugged r-meSolugs - I to morn — megalug r.-- -�--. r—Tar•- - �. thrust 18' to 24" block 8 x 8'i( 16 solid biocK (for valves 12" and larger) GATE VALVE Figure 8 cast iron cleanout cap with brass plug R. havingg o ,;ounte•sunk square head Pane lla Model P,A4SV-CSK (4") PanAla Model PA6SV-CSK (E.") finished ride Lsquore concrete skid pad 20'< 20"x 12' deep - aggregate base ( depth 3" ) cleanoipipe 1 sanitary--�-SDR sewer main Nye -45' ben �- 6" stone beddin NOTE : Nboce'fength of service lateral to exceeds 75' a cleonouf assembly shall be furnished at the property line. SEINER CLEANOUT Figure 17 tREFULLY COMPACTED 'LECr 84CKfILL WE S7ANDAIZO ACG4£G47£ NO7 70 SC:AL£ TR sNCIIING' AND BEDDING DEWL Y 3 v m a a O Q CL Lid ? 0o z F Fit � W W UJ U � J& UO l�I U c j O D U L1 ~ w O cn O cp � V O L- Co � l.i, j Li L>` Ce fr o- La.l L, j LIJ W UJ a� C� w w w 2 cn cn cn v> cn (' G� cr 0r Y n i� of cr) rn ry -1 v LC • •� tD Ilp � �.. >� LL . •� l' N > OU) w m m 41 S � Q_ fw a� PC -J 41 v GtN IA, J - Lai Cr. O W n 1, rr6 w�Z r i A- ICJ a ryL 0 - cj z Q) � v Sf�AI_E DRAVVN BY= J. 0. 5). F1RD JE(,T f-h�. 8082 DAIr- 9-10-98 SHEET 6-of 10 Gdvrinrad Platy to be bent bl-3A-38-3C tA.B'Smooln concrete prevel2"GC robeDbcadmo"oreosadl«enl Q Q on on angle of 6B' 30 aro n w � 2 t • i * • � E $ - I ---------------------- �r ��'T C /7��/�/may CULVERT -v T -j Q toobun,nq concrete to present settlement beanchored wnnt'.4' skill *hear Galva— IaC END -SECTION 12"-60° PIPE ALTERNATE END -SECTION 12" - 60" PIPE CO,VSTRUCTION OF A SILT FENCE SILT FENCE V E l.� UL VER T INLET U -� � � � eta 2+ c Ica "&idea to bent a1o+e _ _ - ,. � .can{wn Ja.,f E.amfrm Jam._ ; ' Hiub end on ounce end -sections - (WITHOUT WIRE SUPPORT !-= Back of &dewolk - _t , J". W"Beet tiN. • , SIp1001 end oninlet •nd-sections Spigot - - -_- • Hub en an out sections _ _ --- _ ... _. _ --. --_- -� .new+ nht find- eK - _ PROTECTION s ' t tons -_ - _ 1 SET THE STAPES 2 } _�-For details of Inret Frame H Cover --, for 2Sj } _ EXCAVATE A 4"X 4 TRENCH m '�� � � �� _J.. Is. a F�fiFY see sl'a.IC-2 I i T}• .11 X I-------- X �• � �����CCC X -'--- �jE UPSIAPE ALONG Tim LIME OF��SCAK IBS. - ERMNALL C Olro_ E Concrete to be i «.e. Type A Type, a Concrete to in j I 4000 PSI Min -} - 40CX) PSI Min e•r �% l • ;..-slveNwnr.o-•wCf.,� �.__ ,-- '----____ � �� � - I ( e i•o r '� � .ewe re op. pro" ar 2'c-c � - --_ -_-- - �.• � �� �_.� �� r - _ -- rR 2 i - .__ * Ls It PLAN PLAN ` J /r ' TOE OF FILL cuLvtzar �e i - NOSE DETAILS Aepe♦ah a.ltler \ II It `M F M A Fppe of C.■► -� werNd eWIM,A:: ll �� M D crock Control .la.nf "pea Cenat vows tyre A i/ I �• //'' /���%,-.r/� C as f 1"1l Joni - I II 'WIN tentr"alee I. {Yveien Cure or dth Inkaefal CMe, aYllp is to N errllrN.l3ee Mgill � �• _�/� �. �-. r ;� _ • Ian. , . _y._� Min -- O PLAN `Mln 12"IAA a>' �BoraNNt �opa i 3'f it --------IO'Mm Note This area may be earthen, In which rose the expansion pints t__. IQ'lape - ---"i • (obi[ will oppl, only Jo curb or curb and gut tar 2• • . Ben E I t _ �_ ter tN _T, ' Diafnet of :- 4' steel_tobric ,einforcement _ -� -�- - 1 3. STAPLE FILTER kATERIAL 4. BACKFILL AND COMPACT DO L- Yer.m.- Y.. to' -- - - s-o-- A A _z o { e �t . - - - � r �` a -� SECTION B-8 TO STARS AND EXTEND THE EZCAVAM SOIL. I A B E r- D �--- E -i IT I[ TO THE TRENCH = 2 r♦ved Cpwn JvnI Swap A n G SECTION X-X END VIEW SECTION X-X END VIEW e-Ls� r ---------------------- -- --- ; T(?p.cautl.~ END SECTION 1 TOE of Flu (n CL z f _ 2 u �I I eo.. F son E B 2' ova • t _ END -SECTION DIMENSIONS leDIAA / - ♦ Type A "ost delod n ll I 4 2- 4'- 1' 6,_ I" -0'iILT FENCE \;'•- o C] Q I 15 wet• Heb Nlfn CG 3 a CG- y Standards Y - - _ _ _ V Dwmere,_ - _ ' • OISTA*1(,[ I$ d' MINIMUM IF FLOW �,: s o N urea ea. [ •--sues&•• l DIAM. A B C D E FRONT ELEVATION Type a nose detail shall be valid Yin eMe F J wuo N.I. 12° 4" 2 O" 2' 0" 4' t7' 2'-0" I 9 _33'-I 6 - �/ IIII / / j / _;' 9 TOWARD EMBANKMENT j W z -ni- --J lawl•r ,ees.ea) .dn CG-2 9 CG-6 Aendords 0.1 , Hardware cloth use.. 1511 6,1 2.41 L 9,f 4'-O,1 z_6" U ♦ )'d.omiew ..Bobo,o to be 1.c.ted 1 I 0 10 - 7 /� L/'/''--^ FLOW A m me e"en+ mr In e,I or the o tali V to Irmo svbbot. maler,al weep I I 18" 9" 2'-3 I' 9" 4'•0" V-O" 1 - C- k pipe is h, he, +non the bottom • , I las-w on •o oe tabnn of Ire sou lve.tna Invert of we slryclwe shall be shaped wah C&Rwnl here w�•n i2 .,2 Dlpsill hard..,. -1_ _ D•'.. d.e .•.• •• . ° %'- - - _ ♦ - ♦ - / �er•/t %/ , Voles $IarwWO ✓.en ,Apr Df conUruc,td .I'n CaK,elf mlarla Ice p,evenl V.1id" a' Dandlna of .alp n the ftruUu.e The c+an I/♦ mesh a aalvornl.d steel . • • . e G D ereatF 24 3-7' _ 6' 6 - I 4-O - - /' ' cost to, m,pl snop�na stwq De included In the price bid for rte sfruc lure. •,•a as,; 0011nc n. n.mber ♦ ma In a to- .La Beta,. ... 33 _ ' 4- / ♦ s/e' % * v_ `<. w«k ,n occoroonu .,In me eelmlt tno.n on I. s,-, 30" 1'-0" 4'-6" 1' 7 6-I " 5'-0" 1- S-3 I i I% 6-0 1' u Q F- Stando,d pro.," DI -NB hera.I Flom anchored I„ml11. -�_ it_8--� .- " ,I x - OPTIONAL STONE COMBINA TION W For eNwsnswn. and Gluon iflee net shown Me *heat 2 of 2 36" I' 3" 5' 3" 2' 10 8'- I 6' 0 42• 1 - 9 - -11 8 -2- or 6 - sett e.do of struclure ---�•d SECTION A -A 42" 1.9" 5'-3" 2'-n" d-2" a-6" 48 2 o s -o -2 8-2' 7-o SHEET FLOW INSTALLA.T>ON Of-3A DI-L: DI-3C _ _ ?Hi T t - 48" 2' 0' 6' 0" 2' 2" 8'-2" T-0" 4' 2 I T- (PERSPECTTVF VIEW) W w Lv.J Let r-L- - - f-- Y L - ---. - 2-6 5 3-3 8-3 8 0' C-_ Q ct a In T T--------------- -- -- 2 54' 2'-3 5 2'9}' 8'-2}" 7'-6' To' t3' - r ''+ L, -,' _ '' }'� rw:�riw. 60 2-11 5-0 3-3 8'-3 8-0 i I c3 L� a c " r 4 IF � � � N F1e_ , �_� C B A A I • L..J W W Li 0 1 _ L `� a For eta ,n toe a NOTE Pipe lengths Shown on plans Ora I -- /;, --- FLOW For u.. on fired., Born Sides to bet men. el based on End -Section design shown f-------r 2.5' DO rxj Cp rn• c • r- I'•0•-'1 r � a0 �? worn Ipow" oe plat the aw, n f" o. •n.aaa oeeord.ne• wm on the 1•H. II the contro0cl, elects 1 ' / \ - r 1 °. Cutvert to use the alternate design shown on ( r// 1- Se■.daa Iron R-I rlw cwt a MnWrq Ina aacrp a+ mal•rlal -----,G-- - -- - - the right, lengths will be reduced by `- /, l I II� �,4 tp 1 O ,ne.e.lNr w m• wwano n w . IIw rc. we let, - ••e .+w cw.o.ele DETAIL WHEN USED ' \ ^ i0 The ••H"dimension {fq.n on IM standards and sped hex on the pool n4 be I - � (J � I t I m&armed from the Invert of the ou,tofl pipe to Ine fop of the tlru[lura Plan "H' L"h of stay IL 1 e 0 .. ever, cos., e. haw..n at-. ADJACENT TO CURB the dif Ierence in dwrionston "D". ' - - \ _ POINTS A SHOULD BE HIGHER THAN POINT B. `-CLASS RIPPAO WITHOUT GUTTER "vDOT y3. /357• #5 /56 OR #57 COARSE AGGREGATE dimensions ore oDOro.lmott any for eahmOhng pw pose, and the oc lual almensions ,&owes ilu.l �. ve m 4.0 r•••�, eu. • I.I•, . ,a .. .n•p•. t. curly- � (� DRAINAGE'IYAY INSTALLATION TO REPLICE SILT FENCE IN "HORSES✓ y0E WHEN _ C.� 7-T _j I tfwll be determined by In* COnlracl0/ from hero COndlhans. SLOPE DETAIL yip HIGH PL#CE VELOCITY OF FLOW IS EXHORTED I T we" ad curd (FRONT ELEVATION) The hem they be pecan p cou m aoc• Sheet I Of 2 I ---�- SP EG F I'C AT I ON -------_ _ -----_--- -' SPECIFICATIGN mww hm 1G?f1 d Stm atd ?attic PRalr Dwills Oar 9t1 mo faautu DS= PlJ1E 3Otr B SOURCE ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 STANDARDCARS DROP INLET REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS }� Il If , REFERENCE U; 12 -30 PIPE MAXIMUM DEPTH (H) = 8 30z SM _ VIRGINIA 0 PARTMENT 233 VIRGINIA DEPARTMENT $�� �►ea1 I I Q 302 of TRANSPORTATION 104 09 TRANSPORTATION 102 OI Sheet 2 of 2 DI - 3A- 3B - 3c PIPE OUTLET CONDITIONS c; CONSTRUCTION 1V ENTR'ANCE Ire w T )NE C fS T 0a, TABLE OF QUANTITIES , LL 1 V to w -- AREA CON- REINFORCING STEI`L _-_ 70' MEN A SPAT L OF -�-- / I I ��LLL"`_���[[[tttdEP�THYG1�tL Tf m TYPE CRE-E - / I-ORIGRNI GF:DUN(' � EL!'VATtDN SLOT , BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT ado F -- Q vs wODTrt eEolulRo�rs Ft. S Ft. Cu.ds 1 No. Lin. Ft.' P'o i & a a • - • - e - - d0 - %1LTER CLOTH- \t�INTABLE BERM q. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin Ft. No. Lin. Ft. No. Lin. Ft Lbs. a MIN. A (OPTIONAL, DI - 3A 2'-6" 1,15 2.23 1 - - - - I 5'-7 3 S-2" - - 6 1'-0" 22 - I PIPE OTJTT•EI' TO FLAT -_'� c A' NO DEFINED �/ SIDE ELEVATION 4' 1.83 2.5° 3 I'-E" 2 6'-7?o6'-tC 3 5'-T" 3 3'-2" 4 I'-6" 3 1'-6" 4 1'-0' 64 PLAN VIEW EXISTING GROUND / NAL - - - EL EV ND 6' 2.75 �. L72 ; 3 5,-6 " 6 6'-7To6-10" 3 S - 7" 3 3'- 2" 4 3'-6" 3 I'- 6" 4 I'-0" III I 70, MIN. � - - _ _ _._ - - - - a. 8' 3.67 3.4E ; 3 5'-6" 10 7"tL16' IOr'' 3 5'-7" 3 3'-2" 4 5'-6" 3 I'- 6" 4 1'-0" 1 58 cc.vlsE AacAIEcnTE i 1 ■---- ---- - --- - - ----- ----- i 10' MIN. 10' 4.58 3.S0 C 7'-6" 14-7106'-IC"'I 3 5'-7" 3 3'-2" 4 7'-6" 3 I'-6" 4 1'-0" 204 L a '� B VASHRACK + 1 ■ I p 1 N 1 11 / r -_ I.-.--_._- ( TIOMAI 1 I 1 D I- 3 B 12' 5.50 4.34 5 9 -6 18-7"t06'-IO . _3 5 -7 3 3- 2 4 9 -6 3 I- 6 4 I -0 251 ��I - °P - --ii-- t i (EXCAVATED) r- _ 0% - x 22 1 -.- -___ -.0" _. .. .___.. - -11 lL1EP anTH J 16' 7.33 5.22 5 13=6p 26 6 7 rob'-q 3 5'-7" 3 3'-2" 4 I I'-6" 3 II-6" 4 1'- 0" 298 -_ ct } c� I � 12' MIN. I'--' EXIST'ING _ I 3 5'-7" 3 3'-2" 4 13'-6" 3 I'-6" 4 I'-0" 3 4 5- PAVEMENT � ��� � `�m� O • _ r _( ... 18' 8.25 5.66 5 15'-6" 30 6'7�o6'-Kf 3 5'-7" 3 3'-2" 4 15'-6" 3 II-6" 4 I'-O" 391 - SECTION A -A- rELM dots IQP of r-B•; ItiC0101m11330 MR I fn= P13MOM _� t I ^� �- A � 20' 9.17 6.09 5 17-6" 34 6'710e-10' 3 5'-7" 3 S-2" 4 17=6" 3 1'-6" 4 II-0" 438 ----- Dow VDOT el ~ � POSITIVE DRAINAGE io' MIN I v-I. 1r+ DIVERSION 6' 2.75 3.01 IO I'-9" 4 s'-7?o6' 10" 5 5'-7" 3 3'-2" 8 I'-9" 6 1'- 6" 2_ I'-0" I I I _ A --- CILWZ AGGREGATE B TO SEDIMEVT I torte Ito e� 1 TRAPPING NICE _.L_ - 1 -. 1 N N A M 1 t 11 1 11 8 3.67 3.45 10 2-9 8 6'71o6'-q" 5 5`-7 3 3-2 8 2-9' 6 1'- 6 2 I -0 i 58 • I+usT EX -ENO FULL wloTN I - 1 r 1 N 1 r 1 x 1 --- 1 `3(i (MIN ) OF ir1oRES$ AND EGRE$5 • � 'J '� S •� 10 4."S8 3.89 IO 3-9 12 �7"to6'-Id 5 5-7 3 3-2 8 3-9 6 I -6" 2 I-0" 2 05 A O oPEL1TI0N PLAN VIEW ---•-.!�/j•/ --- - --- - 1 1 I r t N t 11 1 N I DI-3C 12 5.50 4.33 10 '19" 16 6-nO6'- S 5-7 3 3-2 8 4-9 6 I-6_ 2 I--0' 252 --. . 14' 6.42 4.77 10 5'-9" 20 641o6�•10' 5 5'-7" 3 3'-2" 8 5'-9" 6 I'-6" 2 1'- On 298 do ,2' hew. I , __ ---- - _ _ _ _ r><R 1 1 p 1 ". 1 " 1 N �_ 16 7.3 3 5.21 10 6'- 9' 2 4 s-7lo 6'-q' S 5 - T" 3 3'- 2 8 6 - 9 6 I - 6 2 I - 0 3 4 5 PIPE oU'fi$1' TO WIIZL 3• MIN. � � �� 18 8.25 5.65 10 7'-9"_ 28 6'�bfi' b' S 5'-7" 3 3'- 2" 8 7'-9 6 I'-_6" 2 1'- 0" 3 92 fiS IIEFINEP CHANNEL YIN. AREA, i 20 9.17 6.09 10 8'-9" 32 6'Tros'a0' S 5'-7" 3 3'-2" 8 8'-9" 6 1'-6" 2 i'-0" 439-;VH�� U fE Denotes length of one (I) bar PLAN VIEW Y CCARSE ho(.1REGATE 94ALL BE VDIOT �3, f357. 13R j'3 •vo Q ---- �� TEfllpd 8 111-p� TRAP: > LL FILTER CLOTH � SECTION A -A - L a Notes All reinforcing bars to De rJo'S; -'--f ---- ----- --- - g' _ T' NOT TO SCALE II cost In place concrete to be Class A3 For acceptable alternate see Precast Standard Designs .---- __ oz Concrete quantities shown are for depth (H)of 5' 2"without pipes. The amount displaced by pipes must be deducted to obtain true quantities For inlets of different depths add or subtract 0 32 Cu -- -- ydS of concrete for each foot of difference m depth 14 .J1 tI 1 -- _,� SEDIMENT TRAP A Y Length of Angle Iron as shown on Sheet I is to be L' 16"0 4 10 Ibs per ft SECTION A -A >ruTral aar11 ,air 1x ty-a^, asc0et3ont>aOt 1IOR nnrrla E>ucuolnol --. OUTLET WEIR LENGTH: A -- 15.0 K o o w � S,w� 0 w NOM: 1 APRON 1?lEING MAY BE RIPRAP. MWILITED RIPW, GAMY 1 _ TOP BERM WIDTH, W 2,00 N d Imo---� cn z 1 $"�� OR °0" ' RIP RAP -GF' WIDTH B 1.00 < _ "� w 2. Ie 19 THi IJINGTH Or THE RIPRAP APRON AS CALCUUITED REINFCPCED CONCRETE DRAIN SPACE r tv_ D J 0 U_ Z SPECIFICATION T r, t9m Puss 3.16--a uro aAS-4. HEIGHT TO OUTLET BOTTOM, Ho -1.00 Q I_ �'t''0 w 3. d - 1:� MA)MWM s'roMs Dwa�TZIL BIJT Nth 1prctm- -- HEIGH I OF BERM, H 2,U0 _ v d tl REFERENCE STANDARD ANDARD CURB CROP INLIET SECTION B-B - T - 12" 30" PIPE MAX. MUM DEPTH (H) =8UM 233 --- 302 VIRGINIA DEPARTMENT _..---------------------------------------------- ---- ---- '%f of Source: Va. DSWC Plate 3AB-1 iOWE: ADAPTED from _9 M&ard Sfandards1o! I n�td imc CC&!I, and Va. D'W Plate 3.02-1 00 TRANSPORTATION 104 10 Q - OPA VEL (` URB IAILET SEDIMENT - ROCK CHECK DAMct v -FI L TER 2 ACRES OR LESS OF DRAINAGE AREA: _ 1 FILTER CLOTH All.(OPTIONAL) _ ------._-.� - -- ---- -- _--------- ---- - ---- ---- _ �.- /� (DOWNSTREAM n") S4,f'M-1 DRAINAGE STRUCTURE ----- -- -- - --- -- ---_ - � � - -_-_ - VDOT fl FERcowazirE ,SEE COARSE AGGREGATE -- O rIR DETAa: SEC �� sT'n m-t _ 12 FT. NINGEB GNAT£ / FL40 �I CLASS I R1F RA►-, Or did 788� MID COLLAR __--..-_.-._• 3, -- DETAILS / TOP Q SPILLWAY- 7e♦.5:� / -- - \\�� 1 -11 lit• 5 1, 1 -11 t/2" -1T 1 /2" _ 1 -T1 1 .T.. a�c„e,:o,,o_o„00000„o„o„o„o„ -_i �44 GRAVEL FILTER • --� 12 = I.' 0PF`ICE AT 7W.a lap - M50 RONOFF WATER - r? WIRE MESH ErlbGnknent to be pl.Gcej wid computed B' lifts, " rPLW c�L1VIRG SITE ' srAB:crzATm+ r , No top il, orgoncs or stones greater than E\ter - ----- l l -- '-' ^ r- FILTERED WATER--10 ACRES OF DRAINAGE AREA: shad be used. Cerbt shG11 be compcted tC 7J/. Oi� _ / wutx 4' HIGH OF s:TPix!UFE ]N BLACR - - I - �_-- o e O aL •y rlGX6im den§ty o t us Or 4L'S �% o thr MO Sture, r" VrTN ♦ 13Rl 0 1AL STL. hero 4 I rJ / A VIDE /Otf2011Tr rT W,E AT 1' p'rERVALS ,ROM (MJERT t]< sAS]h. � �- CLEAN-W^ DI:PTFM 425' V R uu V1.43TBLE ur£i� Oyy{ z / 2 �- - I- / � KTM. agFlCC PLATC 44.0''15' RCP @ 0.57% ` -- -- r_- spfTpN OF STDPIn/A rEp -� twMBEKNy MSW e - lwv=� 77970' o O ( 3• ----' DOA. .a :N () - -DEBRIS RAp( II 't A Pasta OR �uARIE - -� - SEDIMENT _ I FnTZR t' 'D J a uN. ` -----------.--J� 3 - - - - ?p"e -- (OPTIONAL) W �. art - rn�, I1FE]Arr, TIIlBLIGet tK v ti J; v / - CONCRETE GUTTER -CURB INLET (DOINSTRFAM VIEW) W (� cuss R1aRAP _ -.- - I \l MASS ''aSVH DRAD/AQE l>SF .�-_ .. -_..� ' W $�� RE TO INVERT Of 1'-1 1j.2, j COARSEIAGGREGATE SCALE: -_ SPEC,'IFIC APPLICATION \ N�/A 3' 4" (42" PPE) 1-1 / 2" FIAW 21 3 DRAWN BY: J J. S. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS -- 3 SIDE VIEW FRONT \' I E `y/ WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE PROJECT Np_ b'Jb1 e INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED N (D<.eRIS RACK +OT SHOM AREAS. -- DATE, • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 1`CLASS I RIPRAP -----------___ _- - -_ ------------------------ SHEET 7 OF= 10 -- - - -- -- - - - - - - ----- - --- - - SOURCE: VA. DSVC PLATE 3.07-6 SOURCE: VA. DSWC PLATE. 3.20-1 ---- - -- FOR CONTINUATION OF FORCE MAIN AND WATER MAIN PLAN SEE SHEET 9 OF 10. �l -- i STA 4+1409 Of PHa. I QwF rn W. smLe 1 4 _ 1 � a -Y 0 D S RUSH o r ' I � � I i 788 782 776 4 1 — I L G. V. M ©Vi r'r 1—B. 0. ASSEMBLY 03 L0 z ^ o ^ J ~ � J o V) `n 3 Q m a I 'F + % 1 f s 41 � .1 L� + +y 0:: + + N4_ 3 + yL 00 + 9y + i..11 t v + 1 ! Y + � i I � ke l + 1 + F `i + + S - + - -" + + 63;A-58 WATER AND AVITY SEWER CENTRAL,.C10CA-COI�`A - LINES SHOwN AS EXISTING ARE _ BASED ON TRIAD ENGINEERING ,_ _ BOTTLINZ COMPANY, INC. +a + + + PLANS FOR .COKE SITE IMPROVEMENTS DB,;905 PG %8 AND ARE BY OTHERS. + -+AIR RELEASE VAL VE S. t ✓ +-�°2-45' BENDS +lkA '�9 1—FIRE HYD-ASS'Y +, k + 'kr ` _ ._......_ R€Ado w EX. ,PLUG , _ + �y� EX. 20' WA TER ESM'T AND CONNECT TO — — --; = — - — — — — — --� + ' \ + EX. 12 " WATER _ MAIN. s - �`UTURE R��y-` — _ — — — _ 7 — ----- , + _ PROI30SED 12"^WA-TER MAIN + 12' , G. V. & BOX + % �. tRAVERSE 1 i x 0 + �y) 3 �jr J + d � � ' +'$ +s N, FARCE -MAIN- -CENTERLINE rl7/-1 TO BE STAKED A T 1017 FT.,l INTEWVALS AND AT -'-ALL BENDS- 0 ^ Q W 6 3 c)LU a N Q -izlj�F,^�� (0 Co N \ CL _ r h EQUIRED O o o a Z 2 12" WATER MAIN L y + 2 .-. 6 F BLOW FORCE AMAIN RCE MAIN' SHOWN WATER MAIN �,•, ' "` — m , � ~ ¢ ~ I c Z I LL � -- VJ I I I oX ? C_ > r- `+ 4 ca I CO! FOR CLARITY.' 36 (AQ o p 4+ 43 _ W o k `n O M N. COVER REO' . � ,n Q 2 + (n M+,� I �+ �+ t+ O O 0 0 J � O N N a0 ("4 00 N O 00 ci) 00 tt O O (y) O t0 0000 1 00 d tf 00 00 00 rt M 00 co cfl co 00 00 Q 0) rn 6> rn © 0� r< 00 cU 00 00 c6 c0 u-i 00 <G 00 (.6 0o r� N N N N N r^ N N N N I\ N r\ r\ N N r^ r\ 0+ 00 1 +20 2+ 40 3+60 4+80 6+00 7+ 20 49R.4P111CSCALE 50 30 _ 0 60 — 120 ( /N FEET 1 inch = 60 ft. 8+40 9+60 10+80 PST H OF ala4ows y, Jr., O CERTIFICATE NO. v �20674 GIS R f ,�4ED,, PROFESSIONAL ENGINEER _C�l 12+00 13+20 14+40 788 gilbert w. a if f ord & associates, ine. manhole frame do cover ( if for water - lid labeled water) / water metal or In sewer ye E E vow manhole _ ball val cone section orD. sl p �6p' z mip) saddle with 16" npp(se 6p threads 8"z 8"z 16 -, solid dock _.. standard stone bedding COMBINATION AIR RELEASE AND AIR VACUUM VALVE Figure 11 2 11-17-981 REVISED PER F. C. S. A. COMMENTS 1 10-16-981 REVISED SED PER F. C. S. A. COMMENTS_ No. DATE OeSCRIPTION --- _ REVISIONS Dawson In d ustrlal Park Engineers • Land Planners • Surveyors Force Main & Water Main Plan 150—C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 E—MAIL : clifford®tbiared.com E—MAIL : Qwcl•ff® n inc.com I FREDE,RICK COUNTY V// J. D. S. R. A. M. J. D. S. R.A.M. BY CHK'D. / :.4 DATE 91211198 -- SHEET INIA 1 D 3 0 �3 0 0 �" . �— , r �+ ,- +�'a _ r , + +� i f7l'1 �. r,r rtir EX. PROPOSED 6" FORCE MAIN ' +• I FV--Lb I G __ �.� 30 FT. WATER AND 1? EASEMEMI 91 `8, P� e SDR 35 SAN. SEW. ©,1'00% *�o _ - _IRS X I {+ y TRAVERS 1Q 4 03 W A ��e ROUTE 652 (30' PRESCRIPTIVE R/W) _ ` - +6 -��? RELEASE E k. - o + .J 2— 45' BENDS 1 � + -kD +� +' +' _ 4 ''� + $,a CONNECT �, s - - TJO-,EX. MH + + + + BOOT PRO V/DtD, A T s + � 39 '* r +� a t + X , i� t cos + + + �; r i �,Q + $, - i 12". Jq-ATER 1 INE r +� + + - s 0 ` + F a�-- 8 r� F 'r r---. ` + U F + + \ _ + 8D5 + J 7 � � I V AVERSE 1007 S.W/ CAP + - � +6 r _. +�yQ + �J r +,o W - x EV=803.31 + - - +, ,� �r, t ee - R At —COL A _ + BOTTLING COMPANY, INC. BOTTLING t1, - +� _ DB 905 PG 568 +�, ,� z '. + �v +'Ai + � f _ + ' - + dad _ + +A, + J�3 1 '' t C-4 C-3 1 s + Da + + � 1 . - + + 2 C.O.+1� ; 6-- ', ��+>�J + A d t T v, ,� 4.1 + } + U.y + , + _ J + DO +S e s i j) + WA TES+ AND G'RA VI T Y" SF_ VEER • �. L I N_ E_ S__ A S +�QXI S TI N G ARE �J _ + `Si _ ..S1-N_0-WO BA ED ON TRIAD ENGINEERING + m PLANS FOR COKE SITE IMPROVEMENTS j , �., +,� 1 " AND ARE B Y OTHERS.. + I + 63 ' _ , + + . CENTRAL-00 BOTTUNG COMPAN;'�, INC. +, + �Qe +� — ; +' . I ` a �+J A f v _ I _ FOR WATER f 05 PG 5'�8 CONTINUATION OF FORCE' MAIN MAIN PLAN SEE SHtET 8 OF AND 10.- + ,�_ _ t I: , ; ❑ �• �'�' �j�AIR RELEASE s + + + - +tee'' s J2-4��' BENDS .r + �� - - r` �. c + i � +'� 1-FIRE HYb-ASS'Y + `.. - - - R€MOVE-EX.-_PLUGf' ' t r 04 a + _ :' + �6 EX. 20' WA TER- ESV'T s ,eJ + I ; +�� _..__ AND CONNECT TO _ _ EX. 12" WATER MAIN. �, - i `� _ 1i1(=7 - - . , _ _.. - . _ . _ - - - e, ti\ IRS WRS CAP 2.77 r , FA4v jryE R/ y PROPC}S€D 12 WATER MAIN j 0 t 36 " MIN. C R REQ( 300 -- — — - --- — 800 m m W 794 — `n 794 - ca O O � � � V n V) N U�r.jZ 788 T Co u �� z 788 - — U i ? lL 6" FORCE MAIN _ J Q LU Q �-- 782 a C Q 0 0+00 10+55 '- a FOR ONTINUATION 2 SEE SHEET 8 OF 10. + 00 776 = 776 0) O - L N 00 Cr 00 rl- -r Ct O �t O �t v O u er � �r co O 00 00 00 00 0D 00 00 00 rn 0D O M c� Nj L6 rn 06 0 O O � O � O O <t O � O N O O O 0o 0) r\ v �j rn rn r7 rn N rn rn 0 0) 00 06 00 I\ 0o c6 00 � 00 aD t\ t\ N (� N 00 00 00 00 00 co M 00 00 N N N IN N N N h t\ N N t\ 0+00 1 +20 2+40 3+60 4+80 6+00 7+20 8+40 9+60 10+80 12+00 13+20 14+40 15+60 16+80 18+00 19+20 VI i . S . A. C M fib— --__ J. A.M. 1 -1 - P F.C.S.A. COMMENTS J- .A.M. NO. DATE DET101V--'---------- (BY CF-NC'D. H O F REVISIONS — ---- — ? gilbert w. clif f ord & associatee, ine. Dawson Industrial Park PROJECT NO. 808,2 G�9,4�H/CSC.4LE Id'A. Mislowsky Jrz DATE- 0 CERTIFICATE NO. 610 j0 — D, 60 720 `� r 0306741A Engineers • Land Planners • Surveyors Force Main Plan SHEET RE IST(RED 150-C Olde Greenwich Dr. ( IN FEET PROFESSIONAL Fredericksburg, Virginia 22401 200 North Cameron St. Winchester, Virginia 22601 = 1 inch = 60 ft. Hon:r. ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 1 inch = 6 ft. Ver7. ' FAX: (540) 898-2115 E-MAIL : cliff ordO1 bi red.com FAX: (540) 665-0493 E-MAIL wcliff®mnsinc.com FREDERICK COUNTY VIRGINIA .1 l o t le C m O pump station control panel heater (see note 1) 12"x 12" intake louver (see note 2) 12' interior wet well 8' dia. 6' precast manhole Meter & interface to be on right or left side of building. Location depends on electric & telephone companies route to building. O Main electrical controls and generator receptacle to be on some side of building as meter. 2 afar 1 exhaust fan (see note 4) ` a / / main electrical controls (see note 5) elec. meter socket telephone interface light bulbs weatherproof alarm system enclosure duplex receptical light switch (see note 6) (see note 8) generator receptacle (see note 71 exterior light (see note 3) 6'-0"x 6'-8" steel doors (18 go.) ---- and frame (16 ga.) w/ dead bolt ° lock on active door and heavy duty • ° foot bolts on passive 4_+x 8' concrete pad NOTES: 1 Heater shall be Markel model F3422, or FCSA approved equal. 4. Exhaust fan shall be Chelsea WDC, or FCSA approved equal, controlled by remote wall mounted switch. Provide fan with Provide with integral thermostat and surface mount accessories. motorized damper in conjuction w/fon operation. 2. Louver shall be Ruskin model L745 or FCSA approved equal. 5. Main disconnect, double throw switch, circuit breaker panel. Electric operator for louver shall be interlocked with exhaust fon. 6. Alarm system shall be ADAS Dialog autodialer. 3. Exterior light shall be American Electric, model E52-70C, 7. Generator receptacle shall be Russelistoll SCB7334-72. or FCSA approved equal. 8. Switch to operate lights & fan simultanousiy. SUCTION LIFT SEWER PUMP STATION PLAN VIEW Figure 22 AMENDMENT NO. 2 - APRIL 1997 Plan View weatherproof strobe light and vibrating horn (see note 3) pump station control panel cast -in -place floor flush to wet well - provide 1 /2" 4, elastomeric joint around wet well louver i--- 5' min. PVC Ill W DIP 6" reinforced concrete floor slab w/footer per bldgmanufacturer specs. (4000 psi concrete) 6" aggregate base compacted subgrade 8' dia. precast manhole without steps; with bituminous coating on exterior UU� U 150 watt precast building light bulbs (see notes 1 & 2) w/ cover Vol. N bitumostic rope ❑ 1/2" dia. concrete -exhaust fan joint seal (see note 4) anchor bolts main electrical controls (4 ea.) alarm system enclosure meter socket generator receptacle I telephone interface, concrete flat top 17 (see figure 23) Il ... NOTES: . ; soli 1. precast building shall be 10'x12"x7'-6", sleeve w/ with sealed brush finish, without floor me olu s manufactured by The Clear Flow Co. �- - - -discharge pipe or FCSA approved equal gravity 2. interior walls and ceiling to be primed _ influent and painted. a. primer - alkali resistant Pittsburg 6-603 or FCSA approved equal b. finish coat - white, 100% acrylic industrial enamel Pittsburg 90-374 or FCSA approved equal 3. light and horn shall be Edwards model no. 50-R (light) and model no 876-N5 LJ (horn) or FCSA approved equal 4. a gas tight seal must be provided between pumping station base plate r 6 ' s one e m and wet well flat top SUCTION LIFT SEWER PUMP STATION SIDE VIEW Figure 21 AMENDMENT NO. 2 - APRIL 1997 Section "A -A" REVISIONS no. date description 1 10-16-98 REVISED PER F.C.S.A. COMMENTS 2 11-17-98 REVISED PER F.C.S.A. COMMENTS JOB NO./DWG. NAME: 8082 by ekd. J.D,S. R.A.M. DATE: September, 1998 J.D.S. R.A.M. DESIGNED BY: R.A.M. DRAWN BY: J.L.W. APPROVED BY: R.A.M. 4" galvanized vent w/ screened mushroom cap 2 ,\ 24" x 24" access door (see notes 1 & 2) - L - = 1/2L size of opening r� \ 3 for pump station / platform to be \ provided by manufacturer \ (see note 3) 8 ft. dia. manhole notes: flat top 1. access door shall be Halliday Products S1R2424 or FCSA approved equal 2. access door to open away from vent and when opened be perpendicular to wall 3. manufacturer will need to specify which dimension is parallel to wall and which one is perpendicular to wall SUCTION LIFT PUMP STATION WET WELL COVER Figure 23 AMENDMENT NO. 2 - APRIL 1997 5 discha dischang vent:i flow v hi water alarm 2nd pump on 1st pump on I.W.I. pumps aft Flat Top for 8' I.D. wet well 4'-0" Pump Station Not to Scale Typical "All Weather" Access Roadway Not to Scale S H pF r D. . o CERTIFICATEr 770 I 0 ' PROFESSIONAL _ ENGINEER _4) tion (786,00) >i ee ve Is (779 00) (2) precast steps bottom of wet well (775.00) Ta 6C '►ai liJ 2 5C W s J 40 F•" 0 30 circuit breaker panel to load side heater (suction lift station) of meter 10 V receptacle main disconnect (inside enclosure for grinder pump station) overcurrent swi ch (on wall inside buikiinqq f r suction lift station) protection lights) fan & louver (suction lift station) ground per N.E.C. auto -dialer code telephone line (1 MB service) ELECTPoCAL PANEL alarm wiring (in separate conduit) to generator receptacle l l wafer 110 V alarm 70ntrO li ht and horn alarm [with manual contacts on/off switch) PUMP STATION OVERALL WIRING high water (wet well) pump #1 failure ADAS telemetering pump #2 failure dialer 3 phase power monitor normally open d contacts 120 V telephone ~ high water (wet well 1 V input tine sensor for alarm light and horn SELEMETERING ALARM SEWER PUMP STATION TYPICAL WIRING DIAGRAMS Figure 20 AMENDMENT NO. 2 - APRIL 1997 Pump Station Design Data Determination of Sewage Flows: Total Office Acreage Served 13 ac Estimate GLFA per acre &3 ea Estimated Office Floor Area 169,884sq.ft, Water Use per 1000 sq.ft. 200 gpd Total Industrial Acreage Served 13 ac Estimate Employee per Acre 12.5 ea Total Employees Served 162.5 max per 8 hr shift Water Use per Employee 35 gal per emp per day Total Office Flow 33,977 gpd Total Industrial Flow 5,688 gpd Total Flow 39,665 gal. Average 8 hour flow 83 gpm Peak Design Flow 207 gpm at peak factor = 2.5 PUMP STATION DESIGN. WET WELL VOL. REQ'D (CU. FT.) 28 for one min. pump off time min. WET WELL DIAMETER (FT.) 8 c/s area (sqft) - 50.24 REQ'D WORKING DEPTH (FT.) 0.55 Distance between pump on and pump off DESIGN ELEMENTS: LO WATER LEVEL 776.50 FORCE MAIN DISCHARGE ELEV. 806.00 STATIC HEAD (FT) 29.50 SIZE OF FORCE MAIN (IN.) 6 Vel = 2.3 fps DESIGN PUMPING RATE (GPM) 207 min LENGTH OF FORCE MAIN (FT) 2,650 FITTING LOSS(FT) 181 EQUIV. LENGTH OF F. MAIN(FT) 2,831 FRICTION HEAD LOSS (FT/100 FT.) 0.469 TOTAL FRICTION HEAD LOSS (FT) 13.29 TOTAL DYNAMIC HEAD (FT) 42.79 PUMP CHOICE (Smith and Loveless) MODEL 41336 RPM 1170 MOTOR BHP 7.5 IMPELLER DIA. (IN) 10.5 GPM ACTUAL 245 TDH ACTUAL (FT) 47.7 STATION SCHEDULE (FT): TOP OF STATION 786.00 EX. GRADE 783.75 INFLUENT INVERT (LOWEST) 779.00 HI WATER ALARM 77850 RUN mull 4038 - 4C38 NilWET WELL MOUNTED PUMP STATION I NON -CLOG PUMP CONSTANT SPEED PERFORMANCE NMI min v lit 11kil! R I Mgt IF Em moo hill. NIT Mug 11' 1 NNILV Elm Brag A h \�%4.M�i?r 1 WI � SUCTION PIPE LOW PIPING O ZOO 400 600 B00 1000 U.S. GALLONS PER MINUTE Gilbert W. Clifford and Associates, Inc. Engineers 150-C Olde Greenwich. Dr. Fredericksburg, Virginia 22401 (540) 898-2115 2nd PUMP ON 778.00 1st PUMP ON 777.50 PUMP OFF 776.50 BOTTOM OF WET WELL 775.00 WORKING VOLUME PROVIDED(gol) 375.77 ELECTRICAL DATA: VOLTAGE 208 WIRE SIZE (COPPER) 6 CONDUIT SIZE (IN) 1.25 ENTRANCE SWITCH AMPS 60 FUZE AMPS 60 PHASE 3 Dawson industrial Total Dynamic Head Calculation Hi Elv = 806 D(in.)=6 Lo Elv = 776.5 r C=120 L(ft.):2650 gpm static head fric lossequiv lengthvel head TDH Velocity int - 25 (ft.) (ft.) (ft.) (ft.) (ft.) (fps) 0 29.5 0.0000 181 0.0000 29.50 0.00 25 29.5 0.2656 181 0.0005 29.77 0.28 50 29.5 0.9574 181 0.0019 30.46 0.57 75 29.5 2.0271 181 0.0044 31.53 0.85 100 29.5 3.4516 181 0.0078 32.96 1.13 125 29.5 5.2156 181 0.0122 34.73 1.42 150 29.5 73078 181 0.0175 36.83 1.70 175 29.5 9.7194 181 0.0238 39.24 1.99 200 29.5 12.4430 181 0.0311 41.97 2.27 225 29.5 15.4723 181 0.0394 45.01 2.55 245 29.5 18.1124 181 0.0467 47.66 2.78 250 29.5 18.8021 181 0.0486 48.35 2.84 275 29.5 22 4276 181 0.0588 51.99 312 300 29. 5 26,3447 181 0.0700 55.91 3.40 325 29.5 30.5494 181 0.0822 6013 3.69 350 29.5 35.0384 181 0.0953 64.63 3.97 375 29.5 39.8085 181 0.1094 69.42 4.26 400 29.5 44.8569 181 0.1245 74.48 4.54 425 29.5 50.1808 181 0.1405 79.82 4.82 SUCTION LIFT SEWER PUMP STATION GENERAL NOTES 1. PUMP STATION MATERIALS (WET WELL, PUMPS, ELECTRICAL CONTROLS, ETC.) 10 BE REVIEWED AND APPROVED BY ATHORITY'S ENGINEER, THREE COPIES OF SUMMITTALS ARE REQUIRED. 2. PUMP STATIONS SHALL BE INSTALLED PER SANITATION AUTHORITY'S STANDARD DETAILS. (FIGURES 20, 21, 22, AND 23) 3. PUMP STATIONS SHALL HAVE THREE PHASE, 208 VOLT, POWER TO SITE. NO ROTOPHASE UNITS WILL BE ALLOWED. 4. UNDERGROUND POWER SHALL BE PROVIDED WHENEVER POSSIBLE. 5. PUMPS SHALL BE 208 VOLT. 6. EACH SEWAGE PUMP SHALL HAVE AN HOUR METER WHICH SHALL RECORD ACCUMULATED RUNNING TIME IN HOURS. 7. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 8. MERCURY FLOAT SWITCHES SHALL BE USED. 9. THERE SHALL BE NO ELECTRICAL SPICES OR BOXES INSIDE THE WET WELL. 10. SELF PRIMING VACUUM PUMPS SHALL BE MANUFACTURED BY GAST MANUFACTURING COMPANY, OR FCSA APPROVED EQUAL. 11. EACH VACUUM PRIMING PUMP SHALL BE SUPPLIED WITH A 0-10 MINUTE ADJUSTABLE TIME DELAY RELAY TO ACT AS A PUMP SENSOR. SHOULD THE VACUUM PUMP NOT BE ABLE TO PRIME WITHIN A PRE-SET TIME (FIVE MINUTES) THE VACUUM PRIME PUMP WILL BE SHUT OFF AND A ALARM SENSOR WILL INDICATE PUMP FAILURE 12. FLANGED DUCTILE IRON PIPING SHALL BE USED IN THE WET WELL. CONNECTION BETWEEN PUMP STATION DISCHARGE LINE AND FORCE MAIN PIPING SHALL BE BY A SOLID SLEEVE WITH MEGALUGS. 13. TWO O and M MANUALS SHALL BE DELIVERED TO THE AUTHORITY'S ENGINEER. scale Dawson Industrial Park As Shown Land Planners Surveyors 200 North Cameron St. Winchester, Virginia 22601 (540) 667-2139 IFREDERICK COUNTY SHEET PUMP STATION PLAN 10 OF 10 VIRGINIA 0 lit It l Pit ' ���` - ` ( ""_'`_oRO��" �� l \ B|A/`KBURN LIMITED ���TN���H/P -_ PARTNERSHIP ^? 70N|MC� ��� . �"..",". .`'` � U��' \U\��N7 ~ � "��� ,""'".. - ` � ---~ --`- -- `^ NzL1^2A`42"E , -- / / ' ' ' \ f ' \ . ' _/� / / `. /41 r} vy# ill, / / / ��/ ` // ' //' / -~j / /_�� / / /!\�V�/ // ^/r�N��rj VICINITY MAP SCALE 1 2000' ENVIRONMENTAL FEATURES AREA IN ACRES TOTAL DISTURBED DISTURBED it NATURAL RETENTION AREAS 0. 0 OD If i'l let LEGEND ill Iv* qj, PROJECT BOUNDARY LINE Ilk' I NEW RIGHT—OF—WAY LINE ADJOINER PROPERTY LINE Mill EX. SAN. SEWER PROP. SAN. SEWER PROP. WATER MAIN EX. OVERHEAD ELEC. fill J. EX. SCRUB & BRUSH LLj lit I kit Ilk APPROVED BY: DIRECTOR OF PLANNING AND DEVELOPMENT h if COUNTY ADMINISTRATOR li*,TE� THE YEAR 2020- WATS PLAN PROJECT SUMMARY CALLS FOR EXISTING ZONING: Ji k- -fURTHER IMPACT PHASE TWO. EXISTING USE: VACANT PROPOSED USE: INDIJS,7RIA� /0 MAGISTERIAL DISTRICT: BACK C11?EE)<' I Ill. or (Percent of Lot Area) r MAXIMUM BUILDING HEIGHT: 60' FLOOR AREA RATIO (FAR): 1.0 HISTOt?IC ON -SITE: NONE- IDENTIFIE-D dill KT3 G ��N �P J�ON NO GAS SERVICE PROVIDED SERVICE PHASE TW& STORM WATER MANAGEMENT PON TO SERVE MDP AREA S �ER V EM DP A �RE A� N: ADJOINERS NOT c�"'OW0 USE: UTILITY 7800 ~'~ / \ \ � OP � � o � l ~~ � ~~� ' � ` ��NTA8/ COCA -COLA ^�....`'`� """'`_""�,` { ~, �/lTT||N/� /`0k���NY /N� BOTTLING COMPANY, ' '.-. / F}A 905 [>G 568, � � 7OkU/�R:- k4`,1_ ' � ­ZONING: U��� VACANT °��. ,'`°'`.`. � ~~ � � � � / � / \ �~. \ DO f^ � �n \ / \ \ ` \ \ | � \ \ \ ' . \ � \ \ \ \ / / [}AA -SE- ONE -ELEC. AND TT| � ���V|/`� (EST.). | �� '��� ^�'``'"� \�^''/. \ CONTINUED |N �A��� T�0 / \ "".. ."`"�" ", PHASE .'`^� . ""� / \ / \ / \ / \ ` ` ` � � ` Of- 1,YAy 305 10 A , - 7 }n -' -"---____-~^ TR|-COUNTY VA0C ' -~------ - -� -- -- �~ -~�-' ROAD F\ ��^---� ��-�--�- -- -~ � ------ --- 7ON|NG� W-1 � °� ` � �--r�-------- -------�---' ----- -`��--- — ��� ' ELM ��L/ --� - - - ~' � �V ��lUJ� ��1 �� ��� ��w� �u _~__~-- USE� INDUSTRIAL / OFFICE SECONDARY ���/�� � �_ ��`/ / -- .�/ /r�`^ . _ --`- ~~ '�-----~`' � . / �� . , ^~ . . _ -- -- --T-T- /L ---� - - -- -- � -- __ -57 790 L �� � ' �1 "^_'._". `- GENERAL ELECTRIC CO. `~ �J/�� ' ! / / / � [� k� 1 ~` / / ��/«' / � / � / � ` /- �Vmn�-� ~.- . ^` /�/�A/��/[� TS /�F T / / | / | / '/ ' /� / � \ '/ U��� | T�|�| ' / / '/' / � // `�/ / . / . -' ""�. x"u�//x..� /l/� //77/77/�S/���/7 '�/V7) '� 77�p / } / � / \ / � h/n>( '~/ / � � l0. ' 'ADA4AQr nAIT- T-'E^'°�',' °E"Et°' '~�', "' '',' '''``'''`°�� TURE AS REOUIRED /-OR PHA-5E 7-WO /'(��N���| A��T�/D /`/�` "`'`���� ���"''`'~, uu.� 70N|N�' k�-1 / -`�-�~` ^' '/ � ` \ + / U�E� )o�nU�T�I4| � "^�� .�;�"�.^`..� � / `^ `^ .~ `\~ q) t DRAWN BeDATE: 8127198