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Home My WebLink About007-98 White Properties at Eastgate Commerce Ctr - Shawnee - Backfile (2)9 /iir.mr/miHHrsrH-/iii�ig .iHr>/ .:./iil:.rrirr � 3 //vriHrusgi>HHHrsiiiH: � ,./lrtrir,�� rii' .,iii�.� rHr;Hii/:vr/rHvirir,riH: � l�vm:?ia:✓!H:' ;rHi.rin� .lws/.;7i,/ rvr; ,.r"rlr,�ir. ALI CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specfications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2 The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibilityy The contractor shall notify all utility companies 7Z hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for oil construction stakeout. All dimensions, elevotons and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer willapprove all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for Improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1 A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible dote after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn condiU,.,r,,,. FIRE do RESCUE 1 Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not Impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1 Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a waterti ht plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen �18) inches above the ground. The top six (6) I of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed 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 frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority s assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay, the cos of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C, 4. Delen 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 responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. 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, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access eo the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the V'ir inia Erosion Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10, All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway droinage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14, VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any .entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 18. CC-12 Curb ramps (Persons with rnobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. so 63 Ran le Pit Vicinity Map Scale 1 "= 2000' JANUARY 12, 1998 g ilbert w. difford Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 • Land Planners A$SOClSteB, inn. • Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SHEET INDEX 1 COVER SHEET 2 RAINVILLE ROAD - PLAN AND PROFILE 3 SITE DEVELOF�!ENT PLAN 4 WATER LATERAL PROFILE AND DETENTION POND 5 STORK PROFILES, SECTIONS & MISCELLANEOUS DETAILS Developer: WHITE PROPERTIES AND WILLIS WHITE 603 SOUTH LOUDON STREET WINCHESTER, VIRGINIA 22601 PH.: 540-667-1710 Owner: WRIGHT'S RUN LIMITED PARTNERSHIP ALLAN HUDSON 2800 SHIRLINGTON ROAD SUITE 803 ARLINGTON, VIRGINIA 22206 PH.: 703-820-2500 WRIGHT'S RUN LIMITED PARTNERSHIP ALLAN HUDSON 2800 SHIRLINGTON ROAD SUITE 803 ARLINGTON, VIRGINIA 22206 PH.: 703-820-2500 "FINAL SITE PLAN AP P Fit 3VF..D oo -qg3 Approved by Fre rick Cou n' g Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date H pF r FRONALD A. MISLOVSKY, JR. Z C7 NO. 020674 , L) INu'- `\ QM }. z r� Project Number Sheet Number 1 of 5 i1 h Q I INV. 693.1 INV. 693.94 10 FT - GRAY. °,HOLfl? 1 FT. 1" :1 F1_ 714 , 708 1 1 EXIST. SEWER NAFIHOLE j RIM=700.31 1 I I - INV.=690.03 I I 1 N 1C i d0� 0 3 f yr � df, h. 1 Y' 1 P. PROPERTIES - o� �- � WRiGHT'S RUN L. i ---� I �� 1 ! PARCEL ONE I1 �, _..__� _ j - PR ED SE STORAGEXAR HOUSIJG 42 - f 1; a 1 `� � 1B 719 PG 6 - f' ER 30.0 60 EXISTING 14 LATERAL CONNECTION TO 8' SEWER " � END PHASE 2 WATER MAIN; I , ARE HYDF{ANT 4' PIPE SHALL SLOPE,,• 2R UP .. ;.... 3 -_-s--,. - - - --- - - - - - - - -- - -- - ' �` \ 1 BEN�MARK FROM THE 9' SENDER 11NE '}h• \` . L- y T p 05T ON FLAN6E ° _ 1 n SHEET 3 OF 5 ABOVE CENTER VALVE . • • • • • ° - - EIEVr-699.93 � � I t ______-w � °� 1 � 696 ;o r t. STUB • K.• \ ---•+w �.=.-- ° 6 698 CHANUNK FEND 6�{i .. 1 WATER METER _ - • ... : ' - - INV. OUT 697.Q0 CT 1 f -45 ELL. ., :....... . _ - • ; - - - - _ _ I 1 --STOP SIGN � 2 0 ` 3 �70 702 - - PROND€ S-2 - - - - - - -- - - - -- -� DE _ 1 Yam_ - a---- .-.....• 4�7 _-- 704 _ 'PROVIDE C 1-45 ELL. �s �...�.....�-. �.....��......... t - . �y �. 0 �j- �r N w w w w w I ~+ .~•+' + _ Ha PT. i = j-- RELOCATE DR!'vfWAY CONNECTION r w _ K - ' PROPOSE NV`ILLE.. _ �wo'_c6 - _ /64-M to ,+ao _ 70.29 --- _ _}_ _ }..... _ ...{. .�.......... ...�. TEE... ° `�,...... .�.. ..w.. _ ....... �... •�- ........... = ''�- - -}-- -- - -- -- -+ -- - - --- - - , - p LOW PT. i -� - -i '7a FT. GRAWlY t7G.v, A140 a0X - EXIST. 0 R - -` 4 ` 1 LATERAL _ _- _.-_ _ -_ -1-8• PLUL3 RA M � 70526 342 FT. 8' 10 0 0.5'1% c.� ^� T_ c, _ .. .s ' 212 IN P 150 FT. TURN 150 HASE 1 S.S. o _ sS. s . 10 ES-2 REQUIRED �. 708 �702.00 PROP. SEWER Ali 2 $ANiTAR'( SEWER _ PVC SEWER; �'�- PROP. SEWER M-1 1 / \ - SEE NOTE A jI RIM=706 33 1; cr „,....rSs' r 288 _ �--`- k` .• -7 -- ---- / �' ;< D PHASE i WATER _ SEE NOTE A µ RIM 06.33 INV.IN=699.9, SEE NK A•'" N 1-11 GATE VALVE &BOY, INV.. OUT=699.13 1 _ INV. IN=697 40 T WRIGHT'S RUN L.O.INv.. OUT=697.20 1-12" PLUG / �--� STA 6+75.50 PHASE 2 WRIGHT'S RUN L.P. • �.. • •.. • l.�f \ i -JTS. 12' W.M. / - --- -1- NED M 1 `-1-AR HYDRANT AS "r. / 1-12' TEE DB 719 PG 642 j XIST. SEWER MH. zQ, c� t -BLOW-OFF ASSEMBLY I E DR S � 1-12" GATE VALVE & BOX ZONED_ �11 .. INV. 694.83 USE:'bAGAI fi `'� PRASE I CONSTRU ON COINCIDEfi1'PAL. WRIGHT'S RUN L.P. I _ fdM=706.00 RLOCATE IN PHASE 2 4. 2 J011VTS OF 12" WATER MAN USE: VACANT INV. 694.89 INV. IN=691.85 ,' , ZONED Ml \ � CONTRACTOR TO C00RDINATE WIiH �,� � 1-127 PLUG I INV.. OUT=691.65 - PROP TIES DEVEIAPI1�'1' USE- VACANT '' ' 1-12"x8" REDUC PIN: 76-A-53 OWNER OF 14ST1NG ON SITE DONALD D. RAINVILLE I I' I '''•r••.•,,,••.• PIN: 16-A-53A RESIDENCE TO CONNECT URNEWAY -__ ZONED M1 1-8' GATE VALVE r. STUB `, E Q i - S,E NVA.CAN1 0 �_5 of s' WATER MAN - ,�. U f....... ........ v`''; END PHASE 1 SEWER SAN. S �r OFFSITE BORROW AREA ``- PROVIDE 2 JTS. 8' PVC SEWER ®0.5 I `'` PIN: 76-A-53A r_.- ' -IZ 106 EWER EASEMENT \ - 1 8' PLUG I / _ ' 1-BLOW-OFF ASSEMBLY (RELOCATED FROM PHASE 1) --- 1 __ - MINIMUM FINAL GRADE - 707.00 g� FOLLOWING EXCAVATION AREA SHALL -- -- SFr "" __ _ - _. GRAPHIC SCALE' - _ I 3�7' J5' G' 'TO 5'0' I BE GRADED IN ACCORDANCE WITH EROSION � � , . - �' _ _ � i ( ( ► �� CONTROL NOTE #5. `- - - - -- - ( o ( -r INCH_30 - / _ ft. 1 INCH - .3 ft.VER7I1. 714 } i HIGH POINT E'EV' = 707.38 # HIGI- POINT SA = 3+66.16 + ! 160.00' VC I PVI STA 2+99.49 N ; f i 1 LOW P INT ELEV = 705.26 € l ! C O _ 1 i I 3 _PYt_E ZD82L_.___ _ ._..__._-___.. -.___ -.. LEY t � _ _ --�.-_-- - A.D. ="-6.00 ;� i g' U; U ( PVf j STA 6+10.00 lo, K= 3 33 L'' # o r? c11 o ELEV = 705.1111 8 f j t V.S.D. = 211 FT. j I` P x a j+ A.D. = 2 00 o 1 ' w # I II I I CL 708 cr- 50.�0' o _ _ (i _ S I DISTA cm G gl�o,� LOW POINT ELEV1= 69919 �; I I ! -i ----�_ - I_w1.00X - _-------------_ _ _ I 400 Ff`� 00 FT. INIMUM ____ -�-. �o�2r i � I 1 + gl u - 3I LOW POINT STA 0+9899 i '1 1 1 100% f .Q 6 ^Z � I � I i t _ 0 3 r.. 11 t TA 1 14. 1 - � a �, PIS 09 i Y _ A.D.-6.3 g 1 ! coa K= 8.0 - I j J E N 18" MIN. SEPARATIQN o I STA 4+00.01j-Et D PHASE 1 0 �P. 12' SDR 21 w AWN 702 SIGHT D SlWE t- Jr. t7wk � W 35FT. 550 FT. 0 1-12' PLUG TO R642 ' 1-B.O. ASSEMBLY $ � p -c t -' EXiS1 pA STA 2+92190 3 696 )TA 0+55.10 EX.! WATER STUB EMOVE PLUG MID CONNECT TO XaT. 1.1 -WATER-JWN -43 EL. 690 .T T A )+00 60 FT. P,IGHT-OF-WAY _ 36 FT _ PROF'0`JD RAIMALIF ROAD 18'1 18' 1/4" 1 FT ' 1 4 1 FT. ! I \ \\ 1 IIT SM-2A 5 BM-2 WELL OWACTED SUBGPADE SECnON-RA1NVtI E ROAQ SiA. 0+71.43 TO 2+0000 U C6-15' RCP 1 j ; QaS�U I 1-8` GATE VALVE BOX 342 FT �' PVC SEWER 0 0.51% N i STA 2+9 ' 10 r�1 I STA. 6+75.50 I I N 1 WATER SERVICE - o I 1--12' TEE STA 1 .01 I, . . .. - __._ _ SEE NNTffi 5E-RVk, TO tfTT-12- i RE --�OTE A % STA 1 + 17.43 ; S ?4c StiiM1ER ®1. 1-45 EL. s INV. OUT=691 cv cn o0 fpps N �C11 O.O OO 1+00 2+00 --- -- - 60 IT. RIGHT-OF-WAY - _ WIDTH VARIES PROPOSED PAINVILLE ROAD 4+00.00 ADE TEMPORARY PLUG RAINVIL 1-12' GATE VALVE & BOX JT& OF 12' - 00 N 1-12' PLUG a I CN + a ! 1-12' xT REDUCER j 1-8" GATE VALVE 2 JTS. OF S' WATER MAN 1 -fr PLUG d i /� O~_i--t3.0. ASSEMBLY .(RELOCAIED_.FROM PHASE...1�._ *25 MPH 1 PHA St 2 � I I i p� Off' Off' OOO �O 3+01` 4400 5+00 _10 FT. 10 F VARIES VARIES 10 FT. GRAS`., SHOULDER GRASS SK M DER - CRASS SHOULDER 1-FT. 1 FT. 1 /4".1 FT. 1 4•:1 FT. I FT 1 :1 FT. 1" .1 FT . �'- ..,, i 1 FT. I i Q i 1 1/2" SM-2A�` i= to S BM-2 � 0 T 21B � o WELL COMPACTED SL9GRADE SECTION-RADRU ROAD STA. 2+00.00 TO+50.00 60 F- RIGHT-OF-WAY 24 F F. 10 FT. 12' PROPO n RANKLE ROAD 12' 10 FT. i SHOULDER CRASS SHOULDER 1 Fi i FT i FT �- 1 1/2' SW-2A s Bm-2 8' 21 B �- WELI. COWACTED 3A)CRADE IO_N�RA NVUM RR ?AD STA. +50.00 TO 7+07.50 H 0 F �� Lr cr a � •�"d Mis owsky, r_$ ir- O CERTIFICATE NO. - �' ,020674 A EGIS RED PROFESSIONAL }' ENGINEER _,-(:g 6+00 DRAINAGE DITCH SUMMARY DITCH Bose, B Q 10 Depth, D Linim , L Lining Death, d D 6 1.00 Gress 1.00 E O 1.00 EC-2 1.00 1 0 1.00 EC-2 1.00 J 0 1.00 Gress 1.00 K 0 1.00 Gress 0.50 L 0 1.00 Gress 0.50 STA. 7+45.66 ` 1-8" PLUG{ iNV.=699.5i 702 69fl 69(,11 cc,pp ccpp c.0 O b b O 7+00 8+()() NOTE A. PROVIDE 2" WATER SERVICE PER FCSA DETAIL FIG. 6, HOWEVER NO DETER SRAL L BE INSTALLED. 4 6-18-W REVISED PER F.C.SA. COMMENTS ---- ---- -- JDS RAM -- 3 6-8-98 REVISED PER F C.SA. COMMENTS -- - -- ---- - -- -- -- - JDS- 2 5-26-98 REVISED PER F.C.SA., VDOT AND OWNER CL)w1MENTS - JDS RAM BUFFER PLANTING SCHEDULE WRIGHT'S RUV L.P. ZONED ;�I USE: V,&NT 1 I SPIN: 76r-A-53 I I �• { K 50 FT. CATEGORY i ZOREENING O.C.(WHITE PINES-6 FT. MIN. HEIGHT') ARBORVITAE (26) FORSYTHIA (6) (FORSYTHIA - 6 FT. MIN. HEIGH� 5 FT. O.C. PROPERTY LINE 5 FT. O.C. ��i�i��s�i��i��►i�i�i�,�� LANDSCAPED.•. NOTTO USFVACANT � 1 ZONED: 1' WATER i' 1' 1 111' 1' 1 '1 "11 '�IHYDRANT • ti 1 PROPER �. . �., r i' i' 1 ow �@rM. • 1 1! :�Y•:►�11a�5�►�1P1�Et1��,�llr�5�.. MAMA _ .� ► = NNIM ... � SIB. r� - "'�7eTi�----..... !•►410 WAIL MOUNTED LIGHTS TO BE IITHONIA TWP.175MTBLTi METAL- HALIDE 175 WATT. LIGHT'S SHALL BE SHIELDED TO PREVENT SPILLAGE BEYOND PROPERTY LINE SF S' 41 6 0 S ,BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY ` PINUS STROBUS WHITE PINE 1' CAL. 0 6' ABOVE GROUND 5' O.C. 55 FORSYTHIA SPECTABILB tYNWOOD GOLD FORSYTHIA 1' CAL. 0 6' ABOVE GROUND 15' O.C. 50 THUSA OLLIDENTALES "NIGRA NtRA ARBORVITAE i" CAL. 0 6' ABOVE GROUND 3.5' O.C. 95 L WRIGHT'S RUN L.P. LOT 16 G DO 719 PG 642 CAL � 5.00 ACRES •Alli � � � I it � .. • �i ►i k`� 91 � b ' • Culvert Summ CMP = 0.023 n RCP = 0.013 Cuw Inv. In Inv, Out L ft D m. B in. S X Type I Number des s I Q 10 cfs 10 s 1 69240 's I.VV 84.0 24 24 2 693.75 692.60 87.0 24 24 1.32X CLIP 1 14.73 8.62 4.69 3 694.50 693.95 78.0 18 18 0.71% CMP 1 4.99 4.31 2.83 4 702.00 697,00 66.0 15 15 7.11X RCP 1 1781 1.43 14.52 Storm Inlet ;unmry, and ump et and read alcubtion. Str. No. From Q 10 Is Inv. In Inv. Out Top Elv. Type Sx It ft d ad ft 1 H 3.99 692.60 692.40 695.25 D1-1 0.0577 0.27 4.7 2 G 4.31 693.95 693.75 696.00 DI-1 0.0312 0.28 9.0 3 F 4.31 --- 694.50 697.00 DI-1 0.0312 0.28 _ 9.0 1: r. eIZ� fair/►i►rrl1�w..P�f,F®AFZ�►�/ls�/I . NWe,� . rCID WHITE PROPERTIES:DRAJNAGE AREA SUMMARY e7z SEWER ,+ ,• `" 0 3'R.� ' OffiNx'.. DA �e0.6 05 0.23 HI 00 68700 1000 213 Tc5 n i25n r itfi8 hr i.2fs 10 Is Q RIM=706.33 SIGN' CLIMATE CONTROLLED Bi�ILI)ING 699.35 - - ��111�U11XLx- - - - 0 FT. DRN%�AGE B 0.25 0.95 0.24 699.00 693.00 6.00 245 5 5.3 6.8 1.3 L6 • 1 100 S FT MAX, • • �w 52 - g99 00 I EASEMENT C 0.2$ 0.95 027 ; 699.00 693.00 6.00 245 5 5.3 6.8 1.4 1.8 �> rz� INV. IN=69 . Q ............... ...... 4 ....:. ILDIN l • .. • •PIUZ •'I -WO.. . Awkssoii . •c # " " DI 0.40 0.95 0,38 699.00 689.50 9.50 323 5 5.3 6.8 2.0 2.6 z c� a INV. OUT='S97.20 °f .. 35 F'�. MAX. HEIGHT t 52' o � 699,25 700.00 tF.F. 700.00 HANDICAP PARKING SIGN 42 : F.F. 699.00 + 02 0.20 0.20 0.04 702.50 696.50 6.00 220 5 5.3 6.8 0.2 0.3 r� n 30.0' MOUNT ON WALL 699.50 - \ E1 0.94 0.90 0. ' 707.00 691.00 16.00 560 5 5.3 6.8 4.5 5.8 m C) 3/4 PVC SCH. 40 WATER LINE -- - 1,560 SQ. FT. - � 0' 10,400 SQ. FT. Office p \ E2 1.89 0.20 0. 703.00 693.00 10.00 330 5 5.3 6.8 2.0 2.6 If ��a BLDG. HEIGHT: 9 FT. TO ,EVE 1$ BLDG. HEIGHT: 10 FT. TO SAVE F 0.67 0.95 iQ 706.50 699.00 7.50 290 5 5.3 6.8 3.4 4.3 N o > (STAr ,�,/�/) 'x d 698.8 PA i \ G 0.62 0.95 0.59 706.50 699.00 7.50 290 5 5.3 6.8 3.1 4.0 o 4" w) I w` ( 0.47 0.95 0.33 706 50 693.00 3.7.0 290 5 5.3 6.8 1 2.2 - V� I 0.47 0.j8 0.33 706 50 693.00 13.50 290 5 5.3 6.8 1.7 2.2 o i 9'x20' 698 \ 12� 1.51 - >j.20 0.30 707.00 693.00 14.00 440 5 5.3 6.8 1.6 2.1 . CHAINLINK FENCE (P RO �/ I ssso / f Jl .03� 0.70 0.24 707.38 701.00 6.38 330 5 5.3 6.8 1.3 1.6 AD y Doti F . 4o FT. SLIDING GATE x % J2 0.70 0.30 0.21 711.00 705.26 5.74 300 5 5.3 6.8 1.1 1.4 �, I 6 75 \ K 0.28 0.45 0.13 707.38 699.60 7.78 265 5 5.3 6.8 0.7 0.9 6 WRIGHT'S RUN L.P. q q I - _ 9'x20` 9'x2O' L 0.45 0.36 0.16 711.00 700.00 11.00 265 5 5.3 6.8 0.9 1.1 ZONED M 1 w�� ° - P KINf t USE: VACANT a �`�� w PROP• sm :BUILDING 6 i ` DRAINAGE DITCH SUMMARY PIN: 76-A-53 0 0 HUiLDING #2 � , a -I i I I °° ' D(TCH Base, B 10 th, D Lining, L Lining Deoh, d TYPE! TWO 699.D 698A RIM=697.0(? -- 6 8 • - • 1 , 40 INV. OUT fi94.54 „• , • ,F. F., , 698 :00 � � .. .� .. � - o 1,00 EC-2 100 I T/ 706.6 0 ` - 8,000 SQ, FT. 8,000 SQ. FT ... ... .{. 1 0 1.00 EC 2 1.00 BLDG. HEIGHT: 9 FT: TO EAVE I ` I I J o 0.50 Grass 0.50 ° BLDG, HEIGHT: 9 FT. TO SAVE i I I K 0 1.00 Gras 0.50 697,80 KING o ARKI L 0 1.00 Grass 0.50 x' 9'x20'- Q r' 697.00 s97--- Co I PROJECT SUMMARY I I VDOT CLASS I RIPRAP 2.5 CU. YDS. REQUIRED AT THREE SPOTS 9'x20' X 698.75 e 9'z20' 695 �{ TAX IDENTIFICATION NUMBER 76-A-53E PARKIN 2001 ZONING B-3 s lN RECD aye CURRENT USE VACANT �.Q I I PROPOSED USE WAREHOUSING (SELF STORAGE) BUILDING 3 �. PROP. SM f2 :BUILDING... 7 I I I PHASE TREE TYPE: DI-1 :PHASE FO R`~ . IIISEIB r I I 30.4' 50' 697,00 50! 697.00 1 �� F.F. 698.00 698,0o RIM=696.G4 F.F. 697.00 r..__ 696.75 ' REQUIRED ffiom I ° ....... �.:......................... .......',.�Q QQQ..�Q . \ .......................... .. ..... INV. IN=693.95 10 004 S J7 ...................... .......................... 1 FRONT 35, 45'+ • ...f.... „ •. • •••• „ 4 i •••.•• ••�. .�• •••• a .•............................►. 7 .._. �.• DRAINAce p t BLDG. IMGHT: 9 FT. TO�I VE _ " •° 3 75 BLDG. BIGHT: 9 FT. TO EAVE ~� f� I WRIGHT'S RUN L.P. SIDE 15' (35') 55'+ (40') j I EASEMENT �\ w - _ _ 1 I I DO 719 PG 642 REAR 15' 40'+ ZONED -M I PARKING 1 7 PARKIN LOT AREA 5 ACRES 9'x2O' 9'x20' 696.50 = USE: VACANT. _ r PIN: 76-A-53 AREA DISTURBED 6 ACRES I I -, o 'r � 696.75x C ' . FAR ALLOWED 1.0 m a 696 25 69� FAR PROVIDED 0.34 � y u--6,g".�• !, �9� OUTDOOR STORAGE AREAS NONE ` r OUTDOOR TRASH RECEPTACLES NONE 2011 200' . CLIMATE CONTROLLED , $UILDINf G � ,. MINIMUM LANDSCAPED AREA 25% 54,454 S.F. ;! BUILDING 4 PROP. STA• S ' -` :BUILDING 8 LANDSCAPED AREA PROVIDED 34.7% 75.556 S.F. I PHASE THREE 50' 97.00 697: • TYPE: DI-1 RIM-695.25 PHASE FOU F F. 697.00 696�25';:• ...... ... I w REQUIRED PROVIDED ! ... .......................................................4,0..B..................................... ... ..n+-e9i:Be" .F.F:'697'OQ' - N V-e .w INV. OUT=692.40 10,400 SQ. FT. _ NO ACCESS TO SOUTH SIDE OF n �� SELF SERVICE STORAGE BLDG.- HEIGHT: 9 FT. TO EAVE -- -BUILDING #8 IS ALLOWED. 6 (t sPACE/5000 SQ. Fr.) 14.9 (15) 17 _ ' BLDG, HEIGHT: 10 FT. 0 EAVE PROVIDE EC-1 699.75 699.75 699.75 STANDARD SPACES 14 16 DONALD D. RAINVILLE I HANDICAP SPACES 1 1 696.80 ING � r ZONED M i CMP 50 FT. LONG 0 2.DO% 9"x ,.�I696 \ v� PARKING LANDSCAPING USE: VACANT J Wkf-. IICfTED LIGHT 694 692 0 � ---.- FUTURE DOUBLE - PIN 76-A-53A �� `" -- 35 BRL 69 �� PERIMETER TREES REQUIRED 2 ( ° ; ' ' SWING GATE 695.75 - - - - 688 ._ _ _ _6 "`O PERIMETER TREES PROVIDED 2 702.00 C 66 5• ` - 5R. EC I.- - � A :TEMP. ROCK CHECK DAN INTERIOR TREES REQUIRED 0 P DRAINAGE - 0 .11X PHASE II \ °1� 0 0 0 0 ° -20 __� '�",. 18' HIGH. CLASS 1 RIP RAP INTERIOR TREES PROVIDED 0 RO DE ES 2 ES-2 REQUIRED - I - SEDIMENT TRAP PARKING LOT LANDSCAPING REQ'D. 5% 250 S.F. -- 2 _ _______ _ tPPo'. OUT=691 - - - - - - - - PARKING LOT LANDSCAPING PROVIDED 30.2% 65,816 S.F. PROP, SEY&R MR------ RIM=706.33 " `yr - \ 21" DIA. CMP RISER INV. IN=699.33 .;�•.... 693.80 - 692 - WITH TRASH RACK INV. OUT=699.13 t --� w yy .� T" w k-: _ • • • • • • • • • ..... ..... W/ANTI-VORTEX DEVICE INV. OUT=697.00 WATER LIN PR ILE TO BE PROVIDED • PROVIDE ES-2 'MATH FUTUR ROAD) DESIGN '. � ROAD � WA1E4 .. � EC-2 SASE 2 PROVIDE �. --- _ g -•- - RFGD ..------_ END w�t�R �. 506 -------_ FUTURE CULVERT - - ----- �.-----__ AST'_ III GRASS LINEDOVERFLOW WEIR PH ' - ----- _ _ P 0 RIM=690.50 - ROPOSED AECHWOOD DRIVE INV.=686.50 ~ARE ENTRANCE ,` \60 R/iV TE PERMIT REQUfR _ 1-. FIRE HYDRANT ASS Y. - _ REQ�1fREQ•'FOR PHASE FOUR do FIVE ` , -- -- - -- - - _ i WRIGHT'S RUN L.P. I �- \ �QO`°�s1: -------\\-a696- i DO 719 PG 642 ZONED M1 -� )pq -- __ _ - >o0 ' 698... \ WRIGHT'S RUN L.P.-----------=� _; USE: VACANT PIN: 76-A-53 _ - o� DO 719 PG 642 - _ --~`- ' \ ZONED B-3 USE: VACANT s Ir , . PIN: 76-A-53 1 PERIMETER PLANTING SCHEDULE PHASING NOTES: BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY GLEDITSIA TRCANTHISIDERMIS 'SUNCOLE" SUNBURST HONEYLOCUST i" CAL. 0 4' ABOVE GROUND AS SHOWN 10 • LIQUIDAMBAR STYRACIFULA SWEETGUM 1' CAL. 0 4' ABOVE GROUND AS SHOWN 13 ® ZELKOVA SERRATA "GREENVASE" GREENVASE ZELKOVA 1' CAL 0 4' ABOVE GROUND AS SHOWN 12 KWANZAI CHERRY PRUNUS SERRULMA KWANZAI 1" CAL. 0 4' ABOVE GROUND AS SHOWN 3 PHASE ONE TO INCLUDE: 40A ALL GRADING, FENCING, PARKING, SCREENING AND jc 15 o 30 so STORM WATER FACILITIES i�i-- PHASE FIVE OR PRIOR: r ( /N FEET FUTURE ENTRANCE AND WATER LINE/HYDRANT 1 inch - 30 ft. WITH FUTURE ROAD EXTENSION PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (T 21B/2' SM 2A) PROPOSED RIGHT-OF-WAY PAVED AREA (IT BM-2/1 1/2' SM 2B) FULL SCREEN LANDSCAPED AREA PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA - - EXISTING CURB ZONING BOUNDARY ZB - UTln PEDESTALS El DO EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE Cl PROPOSED WATER MAIN w «--- EXISTING WATER MAN - -- PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX* - EXISTING SAN. SEWER AND MANHOLE PROPO`W SAN SEWER AND MANHOLE -45.S.oll --o~ 455*� PROPOSED UNDERGROUND ELECTRIC SERVICE -----+ ELEC F--- PROPOSED UNDERGROUND TELEPHONE SERVICE TEL1 - PROPOSED GAS SERVCE --i GAS ► -- z w U N c.� � Q v cn z "' ul w 0000 w w w w 0000000 Q . N oo ac p l l l i .a 0) i � tL O Co m ad 0) C PC J POW � C 3 g' Q W I yp PCB .. GPM t`Nlq 4, fz o Oo uj wa ir0_w Q � H " z �WQ r v' Q i.- w O w Li IOU AO0 Z W w 4, � w � w �w 0 � � q v W SCALE: I "=30' DRAWN BY: J. PROJECT NO. DATE 1-2-98 _ SHEET 3 of 5 690 r, PROPOSED RAINVILLE ROAD z 3 M J STA.2+98.16 W 31e WATER SERVICE ob, I c • o o 0 T 0+00 1+00 2+00 3+00 WATER LATERAL PROFILE SCALE: 1"=30 FT. HORIZ. 1" = 3 FT. VERT. concrete pad ; `-6" sq. x 6" ceep---1 screw type — adjustable valve box 36" min. locator per, I valve megalug D ' to main megalugs -� megaluc t1" :: :: • .•.•.•....:.......:: r i•,•ti•i. {.�.ti.ti.�.ti.,.;.. - :.s.ti...�.....ti. /r.r•i- rr:ir� �s�: rL:L:'•,. �tirZ�+�tirti�{r�� ,• ! ,•,•,•,•,•,•r•v }ii:'�•t•�.ti.ti. r•r,r}'• ,.,.,.,.r.,.,.rti`ti r•r-r•r•r-, I thrust 18" dock top of manhole at grade m pavement areas unless otherwise directed t' 8" top shall be set 18' inn above grade in easement areas square stud pad 6" thick—� contractor to groutmanhole cover in piece 4 bolts (3/4' dia ) adjustment rings (11max.) 8' max concrete ASTMIC-t 50 4000 psi 12" or 16' (typ ) pioneer 301 mastic applied between joints and on extenor side of joints pints are to be sealed with '0' ring gasket —� variable 4'• I.D. —pipe to manhole connection to be by flexible sleeve invert channel to provWea 3'-0' min smooth transition into out, 4'-0 max for all connections 0" max. _____ grout bottom of manhole top of bench -wall to form channel E- ', '.;'.•' same elev as 2 top of pipe 6* bedding stone•ti1wYti.ti.ti•titi...+.`•`K•,•t•\.L.ti.ti.s.\.�.ti•tiNµ•s � 'r•I•Ir!•!•r•,•,•r%J•!•r•!•,•I.,•,•!•I•I•!•r•r•!M•!•r•,•h,•,.,.. —�.i•ti•ti.1•M�•ti•b•1•\N•�•�•�.�•ti ti•ti•ti.1.t•ti.t•�•�.1•ti.1•\.ti•�.\ .{i{i{i �{i{i{i{{{i{ifi{:{:fi{i{i {ifi{i•{i{i{�{i{i{i{i{�{i{i �•{i{: , NOTES 1 Manhole sections shall have an external coating of approved bitumasnc water proofing pnor to installation 2. If adjustment elevation exceeds two inch-•s use concrete adjustment rings with a exterior coating of bitumastic water proofing 3 Rnai slope adjustment of manhole frame may be by shwas and non -shrink grout 4 Skid pad to be placed around manholes located in shoulders of roads 5 Flat top casting shall be used on shallow manhole (6 h or less) installations STANDARD MANHOLE Figure 12 concrete thrust block 8"x 8"x 16" solid block (for valves 12" and larger) .iATF VALVE Figure 8 trench width as requtred METER SETTING PARTS line size meter size rake angle yake ball valve angle check valve exponsion wheel 3/4 5/Tx3/4" Y502 BA94-223W HHCA94-323TD-G EC-23 t" 3/4- Y504 BA94-344W HHCA94-323TD-G EC-23 I" t' Y504 BA94-444W HHCA94-444TD-G EC-4 METER BOX HARDWARE SERVE METER PIPING METER SIZE YOKE III BOX * 1 METER BOX COVER DIA DIA. 3/4' 5/5' x3/4" (20 gpm) Ford Y502 18 in. non -traffic Ford C32 traffic Ford C32H 1" 5 8" x3 4•' 2U m / ( gP ) Ford Y504 24 in. Ford no. 30 monitor cover W RML-12 top lid *2 1" 3/4" (30 gpm) Ford Y504cover 24 in. Ford no. 30 monitor *2 W1 RML-12 top lid 1" 1" (50 gpm) Ford 24 in. ford no. 30 monitor *2 Y504 cover W RML-12 top lid * 1- In non -traffic area - 12" thick polyethelene plastic treated 2"x 4" with In traffic area - reinforced concrete with 3" thick walls * 2. In traffic area - 3/4' x W' steel plate with 22" dia top pointed blue centered opening and tar coated both sides is to be meter cover placed between lid and reinforced concrete box. set above fin. grade prior 18" varies as required to sodding corporation 18 -2t' SOP S stone bedding meter by F.C.S.A meter box surrounding box 30" deep 36"min angle I check vah with drain valve 4 5' min angle yok ball valve tJ type K copper ` tubing continuous is without o' from water main Io meter main ` 6" stone bedding "'transition to meter setting as required curb & gutter street N n N in M o 0 1 t bock l of a' I' ijl� INSTALLATION NOTES: sidewal4 1. Exact location of meter box assembly "'mom to be approved prior to installation. 2. Water service crossing street shall be ,� ? 1 type Y K encased in 2" dia. SCH40 PVC or M copper It SDR21 piping. The piping shall run from 3/4" t e K one foot beyond sidewalk, across the copper yfor m street, to one foot beyond sidewalk. single meter installation 1"x3j4" wye DUAL METER INSTALLATION 5/8", 3/4" & 1" METER INSTALLATION Figure 5 AMENDMENT NO. 2 — APRIL 1997 concrete pad 18"x 18"x 6" deep vanes to property line 2" saddle service roadway box - blow -off hydrant 2" Corp. stop 2" coupling 2" coupling 2" type K 2" type K copper copper / concrete pad 24"x 24"x 6" deep 48" min. /2" ball valve curb stop with)7"stama' d bedding J 2' square `{"�'`"; rig sq operating riot water main 8"x 8"x 16 solid block Note : In traffic area blow -off hydrant to be set under manhole frame and cover manhole frame and cover '1 4 6" manhole a adjustment lenng(cavar labedwater) r� ti• fti3`iti, 6' stone bedding BLOW - OFF HYDRANT Figure 10 6" dia. schedule 40 3' steel pipe tilled painted I T T concrete and aimed tl yellow 2 18' dia 1' - 6- O concrete �. encasement `. BOLLARD DETAIL I direction of setting to be approved prior to installation as required — concrete pad 1'-6" sq. x 6" deep f 2" min. - 6" max. I rL screw type adjustable stone to be minimum valve box of 6" above top of base I I ft. megalugs J i; � L FIRE HYDRANT ASSEMBLY Figure 9 locator peg mechanical joint swivel tee with 6" branch TEMPORARY SEDIMENT TRAP 1 • VARIABLE ORIGINAL I VARt4BLE' GROUND ELEV. 1.a \� 67 CU. YD./ACRE W1RlABLE• N 67 CU. YD./ACRE (EXCAVATED) 4' MAX. FILTER CLOTH ORIGINAL GROUND ELEV. -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (N FEET) - 6 X DRAINAGE AREA DIVERSION DIKE COARSE EXVAAREA D —_ J� FILLER CLOTH / ee &RSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 OUTLET WEIR LENGTH, A SEDIMENT TRAP A 18.00 TOP BERM WIDTH, W 2,00 RIP RAP TOP WIDTH, B 1.00 HEIGHT TO OUTLET BOTTOM, Ho 1.00 HEIGHT OF BERM, H 2.00 cast in place access door, centered in (see note top 1) varies Q' max. , at property property line (see note 2) roadway box- c 12" type K copper tubing (no joints from main to N curb stop) , saddle with corporation Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts water stop \ '4--solid support blocks under custom setter main ball valve curb stop ` 6" stone bedding with FIP ends, with 2" gate valve operating nut NOTES. 1. Access door shall be by Hallidmy Products or our approved equal: 8" a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewolk, typical across the street, to one foot beyond sidewalk 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 0 force J � main saddle 2" Corp. stop roadway no. 143-F threaded lid make v (6 ft. min.) Grass Lining on Crest Rim 1 Set Sevel Grating elg Top of beryl at 694.5 _ Class 1 rip rap lining on channel over slope Rim = 690.50 with beveled side up. Inv. = 6%,50 Emergency overflow at 693,80 12 ►� f+ / Class 1 Geotextlle to be provide beneath rip rap. 628 CY Dry Storage V Proposed grad 12, - Dewaterirg Device 295 CY Wet Storage 4' Orifice ,� rN r +' at 689.30 Embonkmerit : f 8' Orifice Rp Rap Check Dam of 686.50 ° ' ° / 8' x 50' CMP at 2,007, Provide Stone with Filter Fabric ° ° ° ° ° Remove Following Approval by County ;;If. ; 4^ >� �•"' Anti -Seep Collars to be 27' x 27' and and are to be located within the cloy core. Prol 35 x3,5'A' Concrete Pad 24 6' x 6' WWF 3' From bottom 24' o✓ L Embankment to be placed and compacted in 8' lifts No topsol, organics, or stones greater than 6' diameter U shall be used Material shop be compacted to 957. of maximum density at plus or minus 27 optimum moisture. Clay Core to extend 5 Ft beyond ends of embankment, and 2 ft below existing grad. The top of the core shall be Elv 692.80, Depth Core reach gvein is neral, actual required depth should be determined by soTs specialist at the time of construction. Maximum stle slope is 1:1 Detention Pond A Cloy core material shall meet the following: Section Uvf'�ed classific tim SK SC, k INK CL or CH Particle size:! passing 1/ sieve 1 112' x 1 1/2' x 3/16' Tack Weld to c Top - 16 Ga Corr Metal,Tack Weld 1 Cylinder 16 Ga Corr Met( 1 1/2' x l 1/2' x 3/16' anal Tack Weld to cylinck� 2' Conc. Black Spac 15' CMP, top = overflow ditch to tie to future roadside ditch PLAN 7' 21' _ I" 15' SECTION A -A TRASH RACK/ANTI VORTEX DEVICE (DP—B) Detail treated 2' x 4" Dost solvent weld cap 2" operating nut on 2' ball valve Inv. Out = 685.50 Provide EC-1 Outlet Protection cry z w cn � Z w v O m m w O U O cr O U H o � Qi g U U w w a a 0 0 C>/N SL) W� � I Q O N p I ' CC141 014 ^ to Mrf t0 op" j � SPI CIO U �! M 0 .. .� i! >LL� ei D 0 Go L. C C m a. C ,b J OD 3 W400 ta1� 1 tt > rL Lu 4.00ou SCALE: DRAWN BY: ✓. D. S. PROJECT NO. DATE: 1— 12-98 SHEET 4 of 5 SILT FENCE CULVERT INLET 53.0' 52' BLDG. 30.08' 40' BLDG 30.08, 50' BLDG. 30.08' 52' BLDG. PROTECTION m o 0 27.50' ACCESS ACCESS ACCESS ZI ACCESS ENDWALL = 9 U � BUILDING 15 VARIES BUILDING #8 Dec CONTROLLED CLIMATE BUILDING 16 BUILDING 7 - — — — — — — - BUILDING F.F 697.00 CONTROLLED CLIMATE ► UT n F.F. 699.00 F.F. 698.00 BUILDING z I TOE OF FILL F.F. 697.00 = I "�"-- CULVERT E5 GRADEED - - - - - - 2' SM-2A DETENTION POND r - - r she-zA ---- --_-- - — -- _ 2r SM-2A `- -2, — I 2" sa-2A w 8 218 - T 21B -----_ _ -_ ► 6" BM-2Ln ° SECTION M in SECTION A TOE OF FILL * MATCH EXISTING CROSS SLOPE CD Zo SILT FENCE o o Q t— ' DISTANCE IS B' MINIMUM IF FLOW ROAD WIDENING DETAIL AT 642 ENTRANCE IS TOWARD EMBANKMENT Q - sC FLOW N cn v c� CC Cr: -- a SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 0 0 V) in W I 00 Q N Q I I 60 FT R W 52' 200 FT. 40, 200 FT. ' W PHASE 2 PHASE 1 ° I •~� 1 30.0' # BUILDING #6 - - __ _ _ _ Clr_AccEss BUILDING NOTES .� F.F. 699.00 F.F. 698.00 DI -I Step. is "or greater . Y 4) ^ when H a a'-0"or grsaar r.7 3aa For details salt SI'd ST-I _ ` Q (� — ]" Ora weep tide Mmtanum depth (H) b be 10' For greater depth uw •~ � R • y, • • Standard p-IA O N 12"min when specified on plans rM rove.+ it to be sYwped p m acrordonce with S+o"dord 1'too IS- I The cost of 1 1/r SM-2A I — -- _ — — _ I -- a g eabr 4"dep+h Aggr faro snag and plating al materials incidental tot e N A A - - - A C c d c t 11 B.6•r10r! sho" is to be included m the Price bid for the drop I 5' BM-2 _ — — ► H eG8 �79,or 8" 21 B .E E € € IY 12-q'_ b pr �' Inlet complete 01) N n ao�n • This item may De aecast or cost m Dioce r�r• u 2 All cast in place concrete to be Class A3 For precast 8 21B _ - -- r 7A". _— — _—-----....-- -- I SM-2A � �. See Sneer 10303 C -- — -- — -- -- — — — _ The "H" dimension shown on rt,e Standards and specified _ 8" 21B f dr on the Dims will be measured from the invert of Me out- t. SECTION A -A felt pipe to the top of the structure plan "H"dimensions ► SECTION B 2'_,- areal dimensions for ee deter �r I mIY q Durposts and M! rL --�1 actual drmertsrom shall be determined by the Contractor 1 n the event rM hv.rt of the ou" pipe a N" thorn C i 4•-Y � from held conditions PLAN 04 x8"Smooth Dowels Ea opprox 12" CONCRETE QUANTITIES FOR MIN DEPTH (Grate Removed) C-C to be placed in all one adjacent Mta bottom of the structure, the rtvert of the strt+cture (10 r *Weep hole with 12 a 12" Plastic hardware to abutting Concrete to prevent 12"c one pope - 1 440 Cu Yda Concrete shall be shaped with cement mortar to Prevent siontI J l Wee ii4' mesh or ga12" plot steal win, settlement :5" conic pope - 1328 Cu Yds Concrete or pondnq of rater n the structural The coat for Clothmmmum wire did. 0.03 inch, number 4 In lieu of dowels a 2"s4"nobh my be IB" conc pipe - 1620 Cu Tile Concrete frvert shaoYtg shalt a included n the pace lad for mesh trrdwan cloth anchored firmly to provided. See 9larrdard T-DI-3, 4 24"conc pipe - 1-817 Cu. Yds. Conic rate the structure oulshde of structure, alternate desl n Add 0 469 Cu Ytle per additional loot of depth o SECTION STEEL SECTION CAST IRON %Te 2'-6' •�„ NOTES 1gt � N L2�a2}.j} 2 7" 1 3n� N ~ L_ .�1 10-4"long f-3j• i Lugs to be • t� eiel0ed p cost with collar — tilt Any alternate methods of onchoroge, J. 1 V2 O O O II O O } meeting substituted approval of Me Engineer, u',p ono be aubshrutad for the cast von w eeel��tfff Optional -N lugs as shown hereon. all cw Id 43.61bs. 6623 tbs. ervice Ribs Q on Mctpa hctudtp I Including N ,-rdt(1 _ IIiiIjjI11I 44� .. lugs to collar _—.�,.. YconnoE rs CAST IRON lugs 1�+1 ►-- i•• 2 ~ x 4" Stud Shea — +� 4 connectors I L� LL 1 I. I ! CONSTRUCTION OF A SILT FENCE ! - ,, % �- � SECTION C-C � R O CYh' CHECK DAM SECTION B-B T �-2}. APPROXIMATE WEIGHT a STONE CONS TR UCTI (JN EN."' (WITHOUT WIRE SUPPORT DIMENSIONS FDR CAST IRON ONLY Cost Iron (� �1 3 Z - 0 1. SET THE STAKES. 2. EXCAVATE A 4"X 4' TRENCH Grate 353 dean o o tz � o w w UPSLOPE ALONG THE LINE OF 2 ACRES OR LESS OF DRAINAGE AREA: ,- M., Z 70' MIN. EXISTING lr Q 1 Lew O w PAVEMENT STAKES' DETAILS OF COLLAR AND GRATE 6 N ;� "0 w a 3' r f 6"� S.TANDARD DROP INLET REFERENCE nap O� 6' MAX. ____ _ SPECIFICATION �%1 MOUNTABLE BERM 12 -24 PIPE MAXIMUM DEPTH (H)-10 233 O FILTER CLOTH—�r f / VIRGINIA DEPARTMENT 302 . 6" MIN. A (OPTIONAL) � �r �� r /--- �''f 3' _-_ IT I� 104.Of TRANSPORTATION SIDE ELEVATION = '� �� —� III FILTER CLOTH GROUND I I (OPTIONAL) �_— EXISTING G ❑U D � � G� � � _ —_ DETAIL 1 DETAIL 2 DETAIL 3 B EC-� r� (DOWNSTREAM VIEW) r—B e� —�- 70' MIN. � FLOII B (OASHRACK PTIONAL) 10' MIN. III l III I VDOT #1 A T-_ � A A _ A r� COARSE AGGREGATE 0 i30 J - _ o 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT - I 12' MIN TO STAKES AND EXTEND THE EXCAVATED SOIL. FLOW 3' I o W V �— A T IT INTO THE TRENCH. EXISTING I8� I aoL 3H - + 7--- I— L-- .�-31 ,--� VDOT ill I ~� POSITIVE DRAINAGE 10' MIN. F + COURSE AGGREGATE T❑ SEDIMENT 3H —1ACRES DRAINAGE AREA: 1 i B + H TRAPPING DEVICE 2 0CRS O 4 • MUST EXTEND FULL WIDTH DEPTH II II II __lE Dapch ( O OF INGRESS AND EGRESS J//� �� — OPERATION PLAN VIEW / I� Geotextile 9� /' Fabric Geotextue 9 I G•oa xpla O SECTION A -A F Fabric SECTION A -A 17 DEPTH I ` 12' MIN v FLOW SECTION A -A H Diameter for roam ape,-ise for pipe arch and bo. height I 0 // , epoeeerhls span to boa cWvart imtalations 1 NOTES 3" MIN. II i" _ f1+� I (II I 3' width multiple tint installations arw.malae a u to govern m. protection "told* rM cn onMi 0 — OnayS W L; — 3" MIN SHEET FLOW INSTALLATION FILTER CLOTH on orry Secondary *nd oc Rooas specified on pions, o erosion uc0o control stone word. cft e ? endrdl or endseefhon is apetd Ld on gan.,canarecrbn 1. to a in accordance with p (OPTIONAL) r„ _ listed 2 shown above � I PERSPECTIVE VIEW ,,�„ r^ FILTER CLOTH DOWNSTREAM VIEW) D We *� / °k "�1 O) � SECTION A —A � ( DDT o rwx O 3 A A VDOT # 1 �Q with t M. Fabric f to io nslalsd artisan on erosion contra stone n occadorta \' 3 *+ + ..} • *; \\ I e ��\ — COARSE AGGREGATE rrfh the specifications V 0 + y + D Y Dry Rip Rap MIN. DEPTH W V t +' +' • • ' :;F+ !!' + / FLOW Fabric the + Rip Rap O �• \---.__— C�•J 3' Fabric Class I r W SECTION 8-El Clan A 3 Qr II'' � t SCALE: REINFORCED CONCRETE DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B. 41 Use Typical Section shown on plane or normal side slope, bottom width, and depth SECTION B — B DRAINAGEWAY INSTALLATION CLASS I RIPRAP of channel, arch or natural ground. DRAWN BY: J. D. S. (FRONT ELEVATION) -------- -- - -- PRo.1Ec-r No. SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1 SOURCE: Adapted from Inatrallttion of Stt'aw and Fabric Fler 8al!riers for Sediment Control,VA. DSWC PLATE. 3.05-2 SOURCE: VA. DSWC PLATE. 3.20-1 SPECIFICATION DATE: 1-12-98 Sherwood and Vyant REFERENCE STONE FOR EROSION CONTROL 204, 303 VIRGINIA DE 245 jARTMENT 414 TRANSPORTATION ii4.01 SHEET 5 CF 5 77 L) LD LD CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish alll materials, labor and equipment and perform all work including' restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted do locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise scare in this work so as to avoid damage to any utilities. Any damage shall be the contractors respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction, Call MissTAT A JA utility° 1-800-251-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve oil cut sheets. 4. Any unusual subsurface conditions encountered during }he course of the work shall be immediately brought to the attention of the Engineer and/or the .Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit - conditions imposed. ` 6. All gradin for improvements to be confined to the project area, Any work performed offsite is the Contractor's responsibi( gg v kt14 w �Y i ty. l '° `' `�....' , `' ,'"` - , 11°„ , Jk, ,� 5 w -„ e *,. 5•4' +{ .. a : '--ti-,r' d 4., Js"�.`... 1 '„ = r ,d/ d • .- 7.. Cutsheets shall be submitted to the Engineer for approval prior to ordenn structures and start of 'construction:. ; --x�� 4 ,..-..� � � ,_, '� ,- . 1 P �, ram, ,:�, �z ,, �� 1' ' ��* w.,.;• -. ti �w-.>rs � All cutsheets should show existing round elevations of centedrne f t h r g o u I ty, structure or road, and offset hub elevation. EROSION CONTROL - 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Tempora and permanent erosion control structures and methods to be in accordance with the Virginia,a- ry Erosion and Guidelines and local ordinances and to be utilized during the construction period - - � , •. � > �; � ..r �;,� - -, 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days fi"� CE'✓+.f, tt- 91a, 4 redearf }� when construction is not in pro ress. �tik ffioda$tery g N< n yla.' �•t ��i �.�ME§.. �� 'T 4. Contractor to clean up and restore disturbed areas immediately upon completion.of pipe -`laying in the affected may.- •... .• { a �' �,_, S°�g�, +. DET area 5. All unpaved areas of the site which are disturbed by this construction shall beprovided with 4" topsoil,rw�.w;,.. fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a .� ,., COVER SHEET good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn cond,,mis= �, " "` " �.. y,,, b G a 1 T FIRE &RESCUE ,. _Q�:' 1' A ; o °�� = �M p 1. Burningof land clearing deb requires i ` n t� 2 RAINVILLE icvhtJ LAN AND PROFILE g s qu es a permit from the fire Marshal. Buming of construction debris on site : e �. I? ate, e -• SAgle Pit. PMI. is prohibited. ..Gay °'� NT PLAN 2. Access for emergency vehicles must be maintained at all times duringconstruction. Temporary street signs 3 SITE DEVELO must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire ,,o p ` r e i p� ; ,, i,"� hydrants. Fire Hydrants are not to be obstructed at any time. ts� '� ,l ' WATER LATERAL PROFILE AND DETENTION POND FREDERICK COUNTY SANITATION AUTHORITY •~ _ 6, . x 0 1. Water and sewer lines are to be constructed in accordance with these Ions and specifications and shall 5 STORM PROFILES, SECTIONS & MISCELLANEOUS DETAILS / �< • . - � `" -- ,� . � �� . ' additionally meet all requirements of the Frederick County or scoordinate Sanitation. Authority. The contractor with this agency and arrange for inspection by the Sanitation Authority as necessary. > • � ' . ss _ °• 2. Exact locations for sewer and water services to be directed b the Frederick Count Sanitation Authority 1{ t -� ` '' ",;,:, ' ~ y y Y'' F • / �� ,'z.�i ) ,`A`�i �14hf ��r`� t% :: � af' I' .7�i. . : _. 'r '�,t�,•^r ;, r ;, Inspector in the field Contractor to provide assistance as the Inspector may require in this effort.;. �" tt ;, ��, J� T m i - " Developer: WHITE PROPERTIES AND WRIGHT'S RUN LIMITED PARTNERSHIP J. e porary termination of sewer line shall be plugged with a waterti lit plug. The ends of the laterals shall be '� '. �>�' • " 'f - '?: �'-�;. �'u marked with a treated 2x4 post extending from the plug eighteen 18) inches above the ground. The top six (6) X;u eo _ ''; ' :. 'g`i: Armeho y ', , '''� l'`; WILLIS WHITE ALLAN HUDSON inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildin s as shown on the Architectural drawings. . a, ,h , • ,�' 603 SOUTH LOUDON STREET 2800 SHIRLINGTON ROAD gg r WINCHESTER VIRGINIA 22601 SUITE 803 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set the will require: I ,u ° ' � , � 5t � •': �° �, ' ` x�;Fl� .; `�'w__ 1) the frame and cover be properly aligned with its meter box and yokeebar, 2) the frame and cover be set to final T.� }`NF _ _ T VIRGINIA 6 grade of the lot, 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) PH.: 540 667 1710 ARCING ON, G 2220 all components of the meter box assembly to be proper working order. It is the contractor's responsibility to have .. s� - - the meter box installed correctly. in, , n, ° Q �tr Q` i` �^ Me3 Run i-- PH 703 820 2500 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existinglines. '' The location of the tap and the termination point of the lateral are to be coordinated with the Authoritys assistant �o< ,�"� ° ale Pit , engineer. 0 11 y sa �' ',gip > �l .-•, 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and 9 ' ) Y + 677 ,make the tap. The contractor must make application for and pay the cos of this work. - "' Owner:WRIGHT'S7. Frederick County Sanitation Authority approval of this site plan expires two �2) years from date of approval. °.. ,' WRIGHT RUN LIMITED PARTNERSHIP f,. l . ALLAN HUDSON VIRGINIA DEPARTMENT OF TRANSPORTATION 2800 SHh,LINGTON ROAD 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation T / In. ' - SUITE 803 Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other ARLINGTON, VIRGINIA 22206 state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications PH.: 703-820-2500 or plans, the most stringent shall govern. Map 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration Vicinity I V I a p I H OF and VOSH Rules & Regulations. -t- 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall begin accordance Scale 1 ��= 2000' with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must 'be certified in accordance with VDOT's January, 1994 (or latest edition of) Rood & Bridge Specifications, Section 104.04-C. LJ r k, 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change : R[NALD A. MISLQWSKY JR. as deemed necessary by VOOT. CD NO, 020674 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for f D any work on VDOT right-of-wo . T �j (� (� Q �J c 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the eJ AlV UA�Y cJ iJ V engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT 9 prior to initiation of work. G� �F JOEN \ 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined NA length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- 7 � way through construction and maintenance of a construction entrance in accordance with the Virginia Erosi FINAL SITE PLAN Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this projectshall be - l maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum X cover and, i1bIrt Q •a when possible, b bf installed under roadway drainage facilities. w• difford associates inc. 00 �- Q g �� 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to gi. '� �� 4 the attention of the engineer and VDOT. Work shall cease in hot vicinity until an adequate design can be determined t-N Approved by Fre ck Coun Ing Administrator Qd�� by the engineer and approved by V.D.O.T. U- 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement, of fill 13. All roadwayfill, base, subsurface material and bockfill of utility/storm sewer trenches shall be .compacted in 6° lilts •to 95of theoretical .maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of nglneer8 LLandPlanners . � Sure I®rs g optimum moisture for the full width of any dedicated street n E ht-of-way. At the direction of VDOT Inspector Y density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and - Bridg , Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval, Site Plan Approval Valid for 5 Years From Date Shown Hence Date 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where 150=C Otde Greenwich Dr. 200 North Cameron Ste y P determined necessaryb VDOT Inspector, g �. , 15. The installation' of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT Fredericksburg, Virginia 22401 Winchester, Virginia •22601 minimum design standards and is the developers responsibility. PHONE' ,(540) 6f)%'2139 a 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street PHONE: (540) s98'-2115 Pr®��} Number: '1 If1r��®1"°0 right-of-way must be provided to the VDOT Inspector prior to acceptance of work, Unit and total prices may be FAX: (`i40) �+�-2115 Project ®� u 1 � e obscured. ! FAX: (540) 665-0493 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement morkings must be A7 0 1 t $T A � 7L)) e� \ A N\J VV I LL-A i installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. Sheet Number 1 ber OIf 5 18. CG-12 Curb ramps •(Persons with mobility impairments) should be constructed at locations as shown on the ` plan sheets or as directed by the VDOT Engineer/Inspector. - -- q a -`; 696 INV. 693.87 INV. 69'.94 -� PROPERTIES STORAGETAR HOUSI G i IEET 3 OF 5 -- 698 CHAINUNK CI ' - 67- jz -_ --�� I I , 1-45 Ell. •• (204.31' .. - ........................ .�. ...... --- _ _...__ .��...._ SIGN - -- .• c 7 ' � � 1-45 Ell. f � F ( 9 � 704 .« 1 EXIST, SEWER N F OLE RIM=700.31 INV.=690.03 Ln WRIGHT'S RUN L.P. I i � ► 1 1 `ti PARCEL ONE _ 1 LLD 719 PG 642 `� F +` 1-�& F ER 1 0�. 1 1 `�0y FL-_r SDR 21 ► 1 ` I EXISTING 1-4 LATERAL MWaION TO Er SEWER � l i 1 11 ARE HYDRANT PIPE SHIM SLOPE 0 2% UP .. ..�....... 3 ` t _ ? 1 BENCH _MARK FROM THE T SEO LINE •'''� • T 1 MT ON FLANGE - 33 -- x - ABOVE CENTER VALYIE �� I ` �P�- ELEV.-699.93.E T. STUB ' • ' • K. � 1" WATER METER � rL (T11 t• r♦ rJ END PHASE 2 WATER MAIN/f i ' INV. OUT= 697.E 'P,ROVIDE C-1 - -- -- ?w-----T"` w w 4 E F F PRO {USED 0.0 ---I-w o .699� 4• - -*-- -- --"r HIGH PT. �„ ca AN 4\ - 0 - .....w. .,.�... �8 - PROPOSE ILLS- AID- - . - _ .-...:....r 1 N - t 70 FT. G wly 04 ,E t LATERAL }�' G.V. AN13 $OXEXIST. 0 • - _ _. _ -_ ._ - _ �' 342 F1. iEWER 0 0.51 0 714 708 702 696 690 <t RELOCATE DR?'kWAY CONNECTION r 6+00 J i 7+00 r;, 8+00 +70.29 � LOW PT. / e•� - -- -- 705.26 ' = -- i -8" PLUG cv - S.S.F / - - ES--2 REQUIRED Y 1_702.00 N - �\ PROP SEWER MA4 2 ----- -- - --- --- - / RIM=706 33 -- - / INV. IN=699.33 INV_ OUT=699.13 WRIGHT'S RUN L.P. \ .� �_ _ / I-12" TEF� 2� DR 719 PG 642 EXIST. SEWER NH. % ZQNED N 1 1 -FIRE HYDRANT ASS Y. 694.83 ` ----- ,�, 1-BLOW-OFF ASSEMBLY 1 1-1' GATE VALVE &BOXOID._ mi.- -INV. USE:'�AGAI�fi PHASE 1 CONSTRU ON COINCIDENTAL. ' WRIGHTS RUN L.P. � 1 � � RIM=706.00 RELOCATE IN PHASE 2 2 IOINTS OF 12' WATER MAN _ LSE: VACANT INV. 694.$9 INV. IN=691.85 1�I'1TI WMTE PROPS TIES DEVELOPgKNT ZONED MI T ,✓ ' ` I 1-12" Plus F CONiTUCTOR 0 C(tOftDINATE WITH ��. PIN: 76-A-53 ' INV_ OUT=691.65 USE' VA � 1-17' x8° REDO R f j "• PIN. , 6-A-53A OWNER OF E OSTiNG ON SIZE J�4 DONALDND. RAINVILLE 1 - ... RESIDENCE 1) CONNECT DRIVEWA i I ;D . •• • � � ( y .... - 1 8' GAT VAT.VE �o USE ..ANTS OF a WATER MAIN MI1 ........... VA.CANT .r� .. -- j =-II- -- STUB i n w END PHASE 1 KWER J: �� / �6 1-8' PLUG I d _ / PIN- 76-A--53A -'� -BLOW-OFF c , �- PRO}ADE 2 JTS. 8" PVC SEWER 0 0.5 � i! 20' SAN. SEWER EASEMENT OFFSITE BORROW AREA I 0 � Q - 1 6L0 ASSEI�31.Y-(f�E1.�CATED FROM PHASE 11 -•. -- -- - MINIMUM FINAL_ GRADE � 707.00 t 8" F°°LUG - , Cz SF f./ FOLLOWING EXCAVATION AREA SHALL I _ - GR.AP171C SCALE i BE GRADED IN ACCORDANCE WITH EROSION �� / �' _ Y _ 3c? is cr 30so •� CONTROL NOTE 16. _ 1 INCH - 3 ft. VERTICAL `. , /- � - - - S.S. _ . .5•�. TURN : ' 7,t 150 FT. T _ _ 212 . IN PHASE i 150 FT. - I - '•,. --- � �_ _- �----- - - - _�- � \ \ -SEE NOTE A 1 r SANSTi�Y R 288 - SCR" _ : __ - L ? -PROP. SEWER W 1/ 40. \ \ SENOTE A � END PHASE 1 WATER_ RIM=706.33 - °'a'�' -' �'•'••: mew INV. IN=697.40 \ 1-12* GATE VALVE & BOX ••,.. WRIGHT'S RUN L. r-' INV.. a1T=697.20 1-120 PLUG i i -JTS Vf W M 0+00 1 +00 2+00 3+04 4400 5+00 6+(N) 7+00 8+00 NOTE A. -_60 FT. RIGHT -CIF_ -WAY - +-- -- - --- 60 FT. RIGHF-of-WAY _--- -- -- -- 60 IT RIGW-of-WAY - DRAINAGE DITCH SUMMARY PROVIDE 2' WATER SERVICE PER FCSA DETAIL FiG. 6, HOWEVER 24 FT. DfFCH Base, 6_ 10 ,, L Depth, D liningLining Depth, d NO METER SHALL BE INSTALLED. --36 FT` - WIDTH VARIES_ � i�,n�E ROB D 6 1.00 Grtss 1.00 PROPO'a RAIMRILE ROAD PROPOSED RAI WLLE ROAD 10 FT. 12 12' 10 FT. ___-----_--- __--___ 10 FT. ,' 18' 10 FT. 10 F VARIES VA{11Es 10 IT. GRtiS SHOULDER - r- - GRASS SHOULDER E a 1.00 EC-2 1.00 - _ 1 0 1,00 EC-2 1.00 4 6 to-sa RUMTER F.C.S� ccl4MEMs GRASS SHOULDER - -- -- - -- - C1tW SHOULKR Ghk&c SHOULDER GRASS SHOULDER J 0 1.00 Gress 1.00 1 3 6-8-98 RLM91) PER F.C.SA. COIAAIENTS -- ------ K 0 1.00 Gress 0.50 2 5-26-98 Rf,'YW PER F.C.SA., VDOT AND OWNER COWMEWS _ 1 FT 1 FT L 0 1.00 Grrss 0.50PER - } 4"",1 �_ t FT. 1 FT. 1 FT 1 � 3 10 98 _--_ COUNTY COWhFEMS IF _14•:1 FT. t/4 t Ft �+':1 FF �--- I Np - - 1 � } F1. 1":1 FT }" .1 Fi . --" F? a Ft = - - '- _ t": t i H 0 - -- -- ---- .1 ' _,�/x,'�, M _ _ , filbert w. clif f ord & associates, inc. WHITE PROPEh t 1/7 SW-2A z >Y 1 t 1Y SM-2A k� 1 t/C SN-2Af>�bfiold A" Mis�owsky, r� } AT 5 9M-2 5 BW-2 ! 5' BM-2 � O CERTIFICATE NO. �- 218 0 3" 21B �!`8 R' 218 � � v 20674 a . . EASTGA TE CDM�L1'�'RC� \` -,�,�� engineers Land Planners Surveyors WELL fFM1PACTED sueGRADE wEu COMPhCTED SiI3GRADE WELL COMPN;TED SL�9GRADE EGIS RED 150--.0 014e Greenwich Dr. 200 North Cameron St. RAINVILLE ROAD -FLAN (�`�MW� PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 � -- -BHA S�C�O t.=R�.INVILI�E ROAD SE "LION- R g, g� STA. 0+71.43 rJ 2+0000 STA 2+00.00 TO +50.0(1 ENGINEEF PHONE: (540) 898-2115 PHONE: (540) 667-2139 STA.:+50.00 TO 7+07, 5C a�,--_.�._ /KA^\ o^o .,., a 70L 696 sm BUFFER PLANTING SCHEDULE WRIGHT'S RUNI L.P. f ZONED -�I USE: VAt ANT J WALL MOUNTED LIGHTS TO BE 11THONIA SFPIN: 7&r-A-53 I J y� TWP.Y75MTBLTI METAL HA11DE 175 WATT. LIGHTS SHALL BE SHIELDED TO PREVENT SPILLAGE BEYOND PROPERTY LINE L 50 FT. CATEGORY "B" ZONING 'BUFFER WITH FULL SCREENING (WHITE PINES-6 FT.' MIN. HEIGHT) WHITE PINE (5) 6 BORVITAE (26) FORSYTHIA (6) WHITE PINE (5) (FORSYTHIA - 6 FT. `NVIN HEIGHT) �` 5 FT. O.C. __ I PROPERTY LINE 15' O.C. 5 FT. O.C. �Op Sr 697Il�91� .''�o/WRIGHT'SLOT 16 23.5 FT. LANDSCAPED AREA WRIGHT RUN L.P. I .K o DB 719 PG .642 NOT TO SCALE - ° 6 �T. CHAINLJNK FENCE ° ° ° - L J J -706 2 PRIVATE FORCE NMI ` '�._ � ZONED H-2 5.00 ACRES -' USE: VACANT ZONED: B-3 1' FRosrPRoaF 1 WATER METER (FOR OUTDOOR HYDRANTS ONLY) Z - PIN: 76-A-53 YARD HYDRANT 3/4" PVC, •SCH. 40 WATER LINE a ;' - - - - �' _ ` ) WHITE PROPERTIES: STORM SEWER HYDRAULIC ANALYSIS - o �` WATER IJNf xoA9lA-� _ 3/4' WATER METER _ - _ - CAL OF 2 4 p ... .... _- 1 - 4! XZ" REDUCER n , . V ,K, - r� x f , - , ,� ,. � x,� •,� , � ";<; 70 FT : ,f SDR21 I w , _ w . \ iTCD1 ^ANNEGTION TO >3• SEWER w w W. F.N. F F.14 - - `mot x I lb � f �y � K�� f f •X� f�jr��A' - _ I GRAWiY - -- - o I " 8 PROPO CHAIMLIDIR'� S \ ! 1 - x 2• TEE I I LATERAL 8 GIiDER .lam 9TA110N (pRNATE ' 1 CORP. STOP 1 T C WALL MOIANTED E a> Flllm 12 FT�WI owl -BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QLJANT[[ PINUS STROBUS WHITE PINE 1' CAL. 0 6' ABOVE GROUND 5' O.C. 55 FORSYTHIA SPECTABIL 3 tYNWOOD GOLD FORSYTHIA i" CAL. 0 6' ABOVE GROUND 15' O.C. 50 THUSA OLLIDENTALES "NIGRA N1GRA ARBORVITAE 1" CAL, 0 6' ABOVE GROUND 3.5' O.C. 95 Divert Sum m CMP = 0.023 n RCP = 0.013 Cuhert Inv. In Inv. Out L ft Din. B in. S 7. T Number Q des cfs Q 10 cfs v 10 s 1 9 .40 691. .0 4 24 1.6 % M 1 1104 1' .61 5.27 2 693.75 69260 87.0 24 24 1.32% CMP 1 14.73 8.62 4.69 3 4 694.50 702.00 693.95 697.00 78.0 66.0 18 15 18 15 0.71 1.ttZ CMP RCP 1 I 4.99 1181 4.31 1.43 2.83 14.52 Storm Inlemmary, and ump et th and read alCulat1W Str. No. From Q 10 fs I Inv. In Inv. Out To, Elv, Type 5, ft 0 d Spn od ft 1 H 3'99 692.60 692.40 695.25 DI-1 0,0577 0.27 4.7 2 G 4.31 693.95 693.75 696.00 DI-1 0.0312 0,28 9.0 3 F 4'31 -- 694.50 697.00 DI-1 0.0312 0.28 9.0 CIDcv J SIGNS M -- - ��' - 3 NqE Mk iBLE ROUTE - 3 r MUSTER _ - GATE 10 fT , MlNi iil 699.5 5 R` 6 SEWER LATERAL 200' CD P I 4 30' WHITE PROPERTIES: DRAINAGE AREA SUMMARY 699.25 CLIMATE CONTROLLED UILDING z PROP. SEWER I'i • 3 R. Office CI M RIM=706.33 I SIGN: CLIMATE CONTROLLED I3UIL�ING 35 _- __ $� - - -- - -- - `;� 0 Fr. DRAINAGE _ �.40 I 100 S FT. MAX. _ °�E 152'900 I EASEMENT INV. IN s9 . .. ..... 4: .....BUILDING••#I......DIIAS•.:T 0....wuN.Acc�ss,r .. .....,, �.T,r... I • •• ... ca a INN. OUT=fi97.20• �• c�5 699.25 700.0035 MAX. HEIGHT •42 ! 52 I , _ 30.0' tF.F. 700.00 HANDICAP ONP�I� SIGN 69�50 _ � F.F. 699.00 , m o 3/4 PVC SCH, 40 WATER LINE 1,560 SQ. FT. 60.0 10,400 SQ. FT. officeco BLDG � 10�. BLDG. HEIGHT: 9 FT. TO �AVE 18 HEIGHT: 10 FT, TO EAVE (TA 40) �, 1 sss.8 ARK PARKING, w, CHANLINK .FENCE �' 696.50 g RO A.. F 4o FT. SUDI ..D,, WRIGHT'S RUN L P VN 9,X20, 6�7.75 DA Area ac C CA Hi E.1ev. Lo EJev. dElev. L ft T c min i 2 n hr i 10 in hr 2 cfs 10 is A 0.46 0.5 0,23 6W 00 687.00 10.00 213 5 5.3 6.8 1.2 1.6 B 0.25 0,95 0.24 P9.00 693.00 6.00 245 5 5.3 6.8 1.3 1.6 C 0.28 0.95 0.27 / 699.00 693.00 6.00 245 5 5.3 6.8 1.4 1.8 01 0.40 0.95 0.38 699.00 689.50 9.50 323 5 5.3 6.8 2.0 2.6 D2 0.20 0.20 0.04 702.50 696.50 6.00 220 5 5.3 6.8 0.2 0.3 E 1 094 0.90 0.8� 707.00 691.00 16.00 560 5 5.3 6.8 4.5 5.8 E2 1.89 0.20 0.38 703.00 693.00 10.00 330 5 5.3 6.8 2.0 2.6 F 0.61 0.95 �.63 706.50 699.00 7.50 290 5 5.3 6.8 3.4 4.3 .\ G 0.67 0.95 0.63 706.50 699.00 7.50 290 5 5.3 6.8 3.4 4.3 0.62 0.95 / 0.59 706.50 699.00 7.50 290 5 5.3 6.8 3.1 4.0 1l 0.47 0 j� 0.33 701 693.00 13.50 290 5 5.3 6.8 1.7 2.2 12`ti_ 1.51 _ �620 0.30 707.00 693.00 14.00 440 5 5.3 6.8 1.6 2.1 Jt -4.X 0,70 0.24 707.38 701.00 6.38 330 5 5.3 6.8 1.3 1.6 J2 0.70 0.30 0,21 711.00 705.26 5.74 300 5 5.3 6.8 1.1 1.4 K 0.28 0.45 0.13 707.38 699.60 7.78 265 5 5.3 6.8 0.7 0.9 L 0.45 0.36 0,16 711.00 700.00 11.00 265 5 5.3 6.8 0.9 1.1 Q r� ZONED M 1 cd') C> I ,.goo' , 2�' i 4 USE: VACANT ! 9� __ PIN: 76-A-53 0 0' �' BUILDING #2 '' i : BUILDING 6 I °' , I DRAINAGE DITCH SUMMARY zJ I 'PHASE TWO �ss:o R ss7oo 40 699:0 INN. OUT=694.50 F.F. 698.00 .5 ........................ ...7..................F F...Ia9B.OD.............................................................. ....... .............................................................................................,................ ............°.. - 8,000 SQ. FT. • 8,000 SQ. •FT. I T/ 706.6 ClBLDG. �EIGHT: 9 FT. TO EAVE I i BLDG. HEIGHT: 9 FT. TO EAVE ,' I � I \ ovi 69TEIO MARKING q PARKIN rS DITCH Base, B 10Depth, D bring, L Lining Depth, d D 6 1.00 Grass 1.00 4- 0 1.00 EC--2 1.00 1 0 1.00 EC-2 1.00 J 0 0.50 Gross 0.50 K 0 1.00 Gross 0.50 L 0 1.00 Gross 0.50 9'x20' 9'x20' � F I r 69� 7 oe 691-- o �� i VDOT CLASS I RIPRAP PROJECT SUMMARY a a x 69.550 _�--- - 2.5 �U. YDS. REQUIRED `--- - - - qg 9'x20' 696.75 C. 9'z20' AT THREE SPOTr TAX IDENTIFICATION NUYBER 76-A-53E - ----- ° t 2 PARKING QO' 00 ZONING 8-3 'E n R . ,� FCD 6y CURRENT USE VACANT BUILDING 3 -- ��, °D i PROP. STR Oz: BBUILDING•.. 7 _ -' I l PROPOSED USE WAREHOUSING (SELF STORAGE) - I m I i- :PHASE FOR TSUBACK PHASE T EE 5W 697,00. TYPE. D 1 , 697.00 RIM=696.00 50 696.75 ' I REQUIRED PROVIDED r I , 30.o F.F. 698.00 ' 698.00 F.F. 697.00 ° \ INV, IN=693.95 10 000 S FT. .............. ........................... .�Q�QQQ..�Q�. 1. .................... .......,................. ..:::... ..... �.� ,. . - ...........::,.�............................. � FRONT 35" 45'+ � � ........ ... ......... � •, `IDE 15' 35' S5'+ 40' DRAIWE BIX HEIGHT: 9 FT. TO 'EAVE BLDG. HEIGHT: 9 FT. TO EAVE IAO� I WRIGHT.S RUN L.P.LP{) { ) T �, I I \ DB 719' ' G 642 REAR 15, 40'+ I EMFNT - - - ZONED M1 -10 k-� IN PARKING r 696.50 • USE: VACANT,, LOT AREA 5 ACRES 9'x20' ` 9'x2a' ; I I / LPIN: 764-53 AREA DISTURBED 6 ACRES 11 ! ° 696.75 � -k o I 96 FAR ALLOWED 1..0 69p t ' FAR PROVIDED 0.34 F L) `' 696:0' \ OUTDOOR STORAGE AREAS NONE PARK G ` 200` 200' ��e, OUTDOOR TRASH RECEPTACLES NONE • 'f CLIMATE CONTROLLED ,BUILDING �`�� :' -.� MINIMUM LANDSCAPED AREA 25% 54,450 S.F. SF I BUILDING 4 r , PROP. SIR. %Il LANDSCAPED AREA PROVIDED 34.7% 75.556 S.F. S I f PHASE, THREE 50' ' �.: TYPE: DI-1 :BUILDING S 697.00 s9 I Cl � g .� FY. ' 697.00 52 .... RIM=695.25 ....... ............ ° PHASE F0 52' ... Qu Eo �E i... ...... ..................... r.............................,�. ' � ' Pf:................................... ....................................INtl' INy892:60 .li .F: ' 697:00' RE IR PROVIDE D .. I = 10,400 SQ FT.NO OF 6 SELF SERVICE STORAGE n NV OUT 692 40 BUILDINGS #8T s ALLOWED a ' (i P / Q. .) 14.9 (15) 17 BLS: HEIGHT: 9 FT, TO EAVE BLD& HEIGHT: 10 FT. O EAVE - PROVIDE EC-1 STANDARD SPACES 14 16 699.75 619.75 699.75 685.50 DONALD D. RAINVILLE 696.80 LNG HANDICAP SPACES 1 1 ZONED MI f 9'x �, - �-� 'I \ 8' CMP 50 FT. LONG � 2.00x 696 �- / v USE: VACANT J -- -T _ _ WAIl J�Ot1ET? LIGHT 694 PARKING LANDSCAPING PIN: 76-A-53A a r' -- J5 giR� FUTURE DOIJLE 692 69 �.�PERIMETER TREES REQUIRED 2 1.0 SWING GAff 695C31).75 O 688 �6 \ `�° PERIMETER TREES PROVIDED 2 4R. 702.00 C 5" `' �° = DRANAGE A : TEMP. ROCK CHECK DAY INTERIOR TREES REQUIRED 0 PROVIDE ES-2 `A .11 % PHASE II "`{'- o o o ° o - ' • ''' IT HIGH. CLASS 1 RIP RAP -- \ INTERIOR TREES PROVIDED 0 - 4. ES-2 REQUIRED __: - �_T' -- SEDIMENT TRAP PARKING LOT LANDSCAPING REQ'D. 5% 250 S.F. PROP 8EW�i M-L 2 j - - = 1NV. OUT=691; - - - - - _ I PARKING LOT LANDSCAPING PROVIDED 30.2% 65,816 S.F. -` --�_- EIR I ` RIM=706.33 - 692 21" DIA. CMP RISER INV, IN=699.33 •• t _ ---� w H--- • - 693.80 - -- WITH TRASH RACK INN. OUT=699.13 s""'e`� w W •• W/ANTI-VORTEX DEVICE INN, OUT=697.00 WATER LIN PR ILE TO BE PROVIDED -' - 6- R�A� H, PROVIDE ES-2 H I" ROAD DESIGN EC-2 � -� V t �� I S - -" RFCD FUTURE CULVERT `�------. END WATER `506.3T """'--- -- -- I FLOW WEIR PH,4T� ul------•-- ��\PROPOSED GRASS I�ffl OVERFLOW RIM _690.50 _ OSED ' INN 686 50 ECHWOOD DRIVE 60 Raw I `-------.- _ c � SEP TE PERMIT t;,FIRE HYDRANT ASS'Y. i d __ =��o o �° REQUIR REO� q'FOR PHASE FOUR do FNE -"`l= ----- __ ____ _ E / WRIGHT'S RUN L.P. DB 719 PG 642 ZONED M 1 �04 - ._ _ ,°6 °9& , \ WRIGHT'S RUN L.P. USE: VACANT �' - - - PIN: 76-A-53 - °� DB 719 PG 642 -_ ZONED B-3 cr a `\6 USE: VACANT �06 PIN: 76-A-53 PERIMETER PLANTING SCHEDULE PHASING NOTES: BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY GLEDITSIA TRCANTHISIDERMIS "SUNCOLE" SUNBURST HONEYLOCUST 1" CAL. ® 4' ABOVE GROUND AS SHOWN 10 • ` LIQUIDAMBAR STYRACIFULA SWEETGUM 1" CAL. 0 4' ABOVE GROUND AS SHOWN 13 ® ZELKOVA SERRATA "GREENVASC GREENVASE ZELKOVA 1" CAL. ® 4' ABOVE GROUND AS SHOWN 12 KWANZAI CHERRY PRUNUS SERRULMA KWANZAI i" CAL ® 4' ABOVE GROUND AS SHOWN 3 PHASE ONE TO INCLUDE: d," ALL GRADING, FENCING, PARKING, SCREENING AND jc > 5 0 30 so STORM WATER FACILITIES PHASE FIVE OR PRIOR: IN FEET FUTURE ENTRANCE AND WATER LINE/HYDRANT l inch - 3o ft. WITH FUTURE ROAD EXTENSION PROPOSED CURB do GUTTER - PROPOSED CURB J REVERSE GUTTER PROPOSED STANDARD PAVED ANA (9- 21B/2' SM 2A) PROPOSED RIGHT-OF-WAY PAVED AREA (lY' BM-2/1 1/2' SM 28) FULL SCREEN LANDSCAPED AREA PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA EXISTING CURB ZONING BOUNDARY -- zB UTILITY PEDESTALS o Ca EXISTING STORM DRAINAGE & STRUCTURE - -_ PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN 4 w�-�- EXISTING WATER MAIN PROPOSED FlRE HYDRANT PROPOSED GAPE VALVE k BOX ---if wr-- EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN SEWER AND MANHOLE -+S S.«--♦-----�S.S.r� PROPOSED UNDERGROUND ELECTRIC SERVICE --i ELEC i- PROPOSED UNDERGROUND TELEPHONE SERVICE ---{TELL-- PROPOSED GAS SERVICE ---iGAS�--- 0 _* kC�I�ICa 6 Iun r w Z w Q o d � N C/1 LLJ ILL-1 Z Z 0 8 0 0 d cr d d Cn Z vi vi O LI_ Lf 0:� Q: Q� cir, lia 0000 L3 W (/N N Cn Ln Of 0:� a� 10:� F 00 v M rn Q o o •� r N M V rn ++ N i � LL m ad d PC J elm � C w •~.•i LID � LL J � 3 Z 0 0 �t+-Sia:ow Q�'r(ncNz > Q �C, bLZ rr . Uj iN 00 w w 4, o w� V � � q v W � w SCALE: 1 ' =30' DRAWN BY: ✓. D. S PROJECT NO. DATE: 1-2-98 SHEET 33 of 5 I 0 0 PROPOSED RAINVI E ROAD z 5 3 Z m -- I 690 d co STA.2+98.16 w 3/47 WATER SERVICE I cc, O M — tC Cp •-- T i� p O O< c> 0+00 KtNE 2+00 _WATER LATERAL PROFILE SCALE: 1"=30 FT. HORIZ. 1" _ 3 FT. VERT. concrete pad ;'-6" sq. x 6" screw type - adjustable valve box locator pey megalugs thrust Cock top of manhole at grade in pavemem areas unless otherwise directed . 1'•6' top shall be set 18- inn above grade in easement areas square skid pad 6' thick - contractor to grout manhole cover in place 4 bolts Ill dia.) adjustment rings (11• max.) �tr max • zuzza concrete ASTMC-1502' or 4000 pa, 16' (limp ) pioneer 301 mastic applied between pints and on extenor side of joints pints are to be sealed with '0' ring gasket variable 4'-0" D. —pipe to manhole connection to be by flexible sleeve invert channel to providea 3'•0' rnn smooth transition in to out, 4'-0' max for all connexions 2 0' max. grout bottom atmanhole top of bench -wall L same elev as toform channel 2 top of pipe �•1K•Y1•MtiK•ti• .•t•�•ti•tiK.�.� r•!i!: •• v- • L•ti 6' bedding stone r r•r.r.r.r•r.r r•r•r.r•r+i. F }•r•r•r•rv� r•i•r•, —ter•{�.I 4{�.�.�.ti.ti.v �•�.�•{ �.�•� .ftl.•iti•�ttt{trtrtdt?2�trtdG�•rtlftftrtr:it!2!t�t?:{ 7•:tit�t NOTES. 1 Manhole sections shall have an external coating of approved bitumastic water proofing pnor to installation 2. If adjustment elevation exceeds two incl,s use concrete adjustment rings with a exterior coating of bill stic water proofing 3. Fnal slope adjustment of manhole frame may be by shims and non-shnnk grout 4. Skid pad to be placed around manholes located in shoulders of roads- S. Flat top casting shall be used on shallow manhole 16 ft or less) installations STANDARD MANHOLE Figure 12 t concrete N, thrust block 36" min. I� €q valve rrtegalug megaluc to main 1 �— 8"x 8"x 16" solid block (for valves 12" and larger) .sATF VALVE Figure 8 trench width 3+00 O 6" dia schedule 40 3' steel pipe filled with ( 7 T concrete and painted It yellow 2• 18" dia concrete -. encasement '. BOLLARD DETAIL 1 direction of setting to be approved prior to installation as required - — concrete pad 1'-6" sq. x 6" deep i:..f 2" min. - 6" max. I fL screw type 1111 r-- N ad' slid ble stone to be minimum valve box of 6' above top of base i i ;:c:' ;f megalugs - .� % :. FIRE HYDRANT ASSEMBLY Figure 9 locator peg mechanical joint swivel tee with 6" branch METER SETTING PARTS line size meter size yoke ongle yoke ball volve angle check valve expansion wheel 3/4 5/frx3/4" Y502 BA94-223W HHCA94-323TD-G EC-23 1" 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 1' 1" Y504 BA94-444W HHCA94-444TD-G EC-4 METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE # BOX * 1 METER BOX COVER DIA DIA. 3/4" 51T x3/4" (20 gpm) Ford Y5,02 18 in. non-troffic Ford C32 traffic Ford C32H 1" 5 8" x3 4" 20 m / / ( gP ) Ford 24 in Ford no 30 monitor * 2 Y504 cover W RML-12 top lid 1" 3/4" (30 gpm) Ford Y504 24 in Ford no. 30 monitor *2 cover W RML-12 to lid 1" 1" (50 gpm) Ford 24 in Ford no 30 monitor *2 Y504 cover W RML-12 to lid * 1. In non -traffic area - 12" thick polyethelene plastic treated 2"x 4" with In traffic area - reinforced concrete with 3" thick walls * 2. In traffic area - 3/4" x 30" steel plate with 22" dia. top 67 painted blue centered opening and tar coated both sides is to be placed between lid and reinforced concrete box. meter cover set 2" above fin. grade prior 18" varies as required to sodding corporation stop 3" stone bedding 17T 2t meter by F.C.S.A —meter box surrounding box 30" deep ongle I check valve 36"min. with drain valve 4 8" min. on le yok ba1l valve U type K copper L tubing, continuous water without oints from main o meter main 6" stone bedding ,—transition to meter setting as required curb & gutter street 3' M 1 c, to back ofc'2 1' INSTALLATION NOTES: sidewalk .;;? 1 Exact location of meter box assembly n `'"" to be approved prior to installation. ::'' a 2 Water service crossing street shall be s 1 type Y _ K - encased in 2" dia. SCH40 PVC or M o 0 ai COPPef-. m SDR21 piping. The piping shall run from 3/4" type K m one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. Y single meter installation 1"x3/4" wye DUAL METER INSTALLATION 5/8 3/4" & 1" METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 to property line 2" saddle service roadway box 2" Corp. stop 2" coupling - 2" type K copper concrete pad 18"x 18"x 6" deep blow -off hydrant 2" coupling 2" type K 7 concrete pad 24"x 24"x 6" deep 48" min. ri{♦ �{�{ ririririinriri nKYllPv..�...�M � �:.•.:.:.'..''.'�'..• r• {• 2" ball valve curb stop with- '}? ' standard bedding 2' square operating nut rt{ -water main 8"x 8"x 16" solid block Note In traffic area blow -off hydrant to be set under manhole frame and cover. manhole r frame and cover --- - 6" manhole adjustment E-- - (cover labeled water) ring 6" stone bedding BLOW -OFF HYDRANT Figure 10 TEMPORARY SEDIMENT TRAP I I' I VARIABLE* 1 ORIGINAL ( VARIABLE' GROUND EIiV. h7t7yr 7 1.a 1 67 CU. YDJACRE 67 CU. YD./ACRE (EXCAVATED) 4 FILTER CLOTH ORIGINAL GROUND -- -- _--- ELEV. -SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 8 X DRAINAGE AREA (IN AC.) L � / DNERE DIKE / COARSE AGGREGATE -` EXCAVATED / I FILTERCtoTH "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 SEDIMENT TRAP A OUTLET WEIR LENGTH, A 18.00 TOP BERM WIDTH, W 2,00 RIP RAP TOP WIDTH, B 1,00 HEIGHT TO OUTLET BOTTOM, Ho 1.00 HEIGHT OF BERM, H 2.00 cast in place access door, centered in top (see note 1) varies 2' max. , jl of property line (see note 2) roadway box c 2" type K copper , tubing (no joints N from main to curb stop) saddle with corporation Ford FC HH 77 HC-158 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grode -3' riser section for 4' diameter manhole with cutouts water stop "4-solid support blocks main under custom setter ball valve curb stop 6" stone bedding with FIP ends, with 2" gate valve operating nut CUTOUT DETAIL typical NOTES: 1. Access door shall be by Halliday Products or our approved equal: o) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encosed in 6" dia. SCH40 PVC or 'SDR21 piping. The piping shall run from one foot beyond sidewalk. across the street, to one foot beyond sidewalk 1 1 /2" and 2" METER INSTALLATION Figure 6 -„ AMENDMENT NO. 2 - APRIL 1997 treated 2" x 4" post R top 6" painted gree property line lid marked sewer 18" roadway box II valve with min. 2" are operating nut ::I; type er force M I P ! pack joint main coupling saddle 2" Corp. FIP / pac ' 'rtt SDR-21- stop coupling (6 ft. min.) roadway byl�IKr ipe item no. 143- djustabl 36" to 48" threa sh di tment only lid m ed- sew brick E stone aggregate •r•r•r: 2" forced sewer lateral pipe FORCE MAIN SEWER SERVICE LATERAL Figure 16 Grass Lining on Crest SUM 1 Set SUM-1 Grating Top of berm at 694.5 Class 1 rip rop lining on channel over slope Rim = 690.50 vith beveled side Ip. Inv. = 686.50� Emergency overflow at 693,80 12' --1 � F+ _,__,Class 1 Geotextlle to be provide beneath rip rap. 628 CY Dry Storage —i Proposed grad " .,. Deviotering Device 895 CY Wet Storage 4' Orifice at 689,30 / Erlb Invent 8' Orifice 50 Rip Rap Check Dam °Y "';:..•: "'' ° ° ° ° ° ° ° ° 8' x 50' CMP at 2,007, Provide Stone with Filter Fabric Remove Following Approval by County��;' Anti -Seep Collars to be 27' x 27' and and are to be located vithn the day core. Provide 3 ' 'X 5"x4' Concrete Pad 24• y 6 x lob W 3 From bottom 24 .a a, L Embankment to be placed and compacted in 8' lifts. No torn, organics, or stones greater than 6' diameter shall be used Material shall be compacted to 95'L of maximum density at plus or minus 27. optimum moisture. Clay Care to extend 5 ft beyond ends of embankment, and 2 ft below existng grade. The top of the core shall be Ely 692.8Q Depth of Care Trench Lovell is nernl, actual required depth should be determined by soils Specialist at the time of construction. Maximum s,de slope is 11 Ctay core material shall meet the following Unified classification: SM, 5C, ML MR CL or CK Particle size 957 passing 1/? sieve Detention Pond A Section 1112'x11/2'x34 Tack Weld to Top - 16 Ga Corr MetalJock Weld to Cylinder 16 Go Corr Metal 1112'x11/2'x3/16'angle Tack Weld to cyUncfer 2' Conc. Block Spacer 15' CMP, top = 69 overflow ditch to tie to future roadside ditch PLAN 21' �I Ia 15' T� SECTION A -A TRASH RACK/ANTI VORTEX DEVICE (DP—B) Detail solvent weld cap 2" operating nut on 2" ball valve brick Inv. Out = 685.50 Provide EC-1 Outlet Protection c'' I z w cn � w v O = CD w O co c-) o LLJ z � O Q zd g cn cn C� V � a: ii a � � 'Gu mrn °o µr! Q O Io � i I v -9 1 .5- 4111111111111 0 I?i >LL� � � N V U) w O OD 411111 00 C Cd a. -410 �- C O • v 0 15 " _C, *� W b� � sell v 1" v >UU.w tNjA zo o Q ; vwz� O 1w_ �w--r :.��w I U' rerLnwC9 ~ r! J Q F= O �--)C.i O w ":a w �C 4f , DRAWN BY- ✓. D. S, PROJECT NO. DATE 1— 12-98 SHEET4 of 5 Z SILT FENCE CULVERT INLET 53.0' 52' BLDG. 30.08' 40' BLDG 30.08' SG' BLDG. 30.08' 52' BLDG. PROTECTION } N m o 0 27.50' ACCESS ACCESS ACCESS z I ENDWALL ACCESS a BUILDING �i5 VARIESBUILDING 8 It w CONTROLLED CLIMATE BUILDING #6 BUILDING #7 CONTROLLED CLIMATE - — — — — _ — — — — — — - W BUILDING F F. 698.00 F.F 697.00 BUILDING FF. 699.00 F.F. 697.00 = I TO OF FILL I is" CULVERT � —It I Z5 S I I _ GRAUE ED ------------------------ --- --_ 2' Su-2A - 2' Stg2AtB ---- B' 2t0' `-- — T sw-2A DETENTION POND - - Ir ---- -` -~ z �. 2,8 _ 2' SM-2A ---_--- _ - I - --- — -- --- -- 6' BM-2 a o � s a 8" 216 z L'i SECTION A a TOE of FILL * MATCH EXISTING CROSS SLOPE � ° o SECTION M � SILT FENCE ° ° • DISTANCE IS 6' MINIMUM IF FLOW ROAD WMEMNG DETAIL AT 642 ENTRANCE IS TOWARD EMBANKMENT �) o d d N ci i FLOW d SOURCE ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 o U.j 1 1 I I 1 Q^ QD I "I J 1 r•7 u'� 60 FT R W 52' 200 FT. 40' 200 FT. -- W PHASE 2 PHASE I I '� I �5 I m 30.0' BUILDING #2 BUILDING #6 ` ACCESS when H is 4' C'or greater NOTES FT 699.00 F.F. 698.00 D1-1 st.paar.taDepro'/id.d — � --,'- 2•— Far details ses SI'd.ST-I. � � Q u- r > "--�--j OC R #+��- 3"Die weep nda Ma'mum depth (H) b W q' For greater depth use •�,, Standard DI -IA co I • 12•mrn When specified on plons the invert is to be shoc,ed 1 1/2' SM-2A1 `—__—_--__---- --- g� • cal+« m acorckmce with Sfandord t'bn IS - I Ttie cost of N - I. '-depth AQgr lurmsnrnq and placing tit materials incidental to Rre ® • - - I A H e c c c I is 8■6 7eleth shaping is to be included in the price lab for the drop do• L E E �niet complete O 216 '�-� _ I I' �'L N m �. 12"-1�•- b Ot 2," This demoy, be precost or cost m place Q/{ T 212li sit-zA___ N N� S 218 — -- r S�-2A ` - _ _ / The H d t 0 0+e to De Class a precast _----------- 2' SM-2A ' AN _5 cast m place cant t See hew I � J S 21 B _ g 218 •� • mension shown the S on sand specified W on the Aims wilt be measured from the invert of the out W KCT� A -A fall pipe tp the by of the stNcture plan "H' dimensions are apprD■imote ony for estimating purposes and the SECTION B orom field c ors shell be determined by the Conlro[t°r I ,-2• from field conditions I In the trivial of PLAN e 4 a 8"Smooth Dowels It opproa 12" CONCRETE OUANTITIES FOR MIN DEPTH the tbottomm oof the structure, outkf pee fear ManMan( Grate Removed) C- C to be placed in area odjoeenl , it* nvan al the stncRre Weep hole with 12"a12" plastic hardware to abutting Concrete to Prevent 12"conc pope - 1440CuYds Concrete shall be shaped wdh cement mortar to prevent striding g� J cbth t/'" mesh or Ivawted steel win, settlement. IS"cant pope - 1528 Cu.Yda Concrete or pondng of water n the structure. The cast for V 18•' conc pipe - 1620 Cu Yds Concrete Iwarl stooping shall be added n the price bid for mmimum wire did. 0.03 inch, number 4 h lieu of dowels a 2"14'nofeh may be O mesh hardware cloth anchored firmly to provided. See 9lohdard '-DI-3, 4 24"cant pipe - L817 Cur. Yds. Concrete the structure. • outside of structwe. alternate desf n- Add 0.469 Cu.Yde per additional loot of d1pNt SECTION STEEL SECTION CAST IRON 2'-6"-- • NOTES � � (Q�j 10 ,"long �, Lugs it W Qr pointed p cast with c olio. 0 0 O C I(jI Any alternate methods of anchorage, i5 t Optional meeting the upped r the Est iron Ci Coo be substituted 1a the Cost non � 1 Weld '3.rlbs. 6623 Itiv r' Brace Ribs I(jI lugs as shown heron. �. all connectors hctudng Including N •L_ ll O � � � � O � N to caller _ corm ick" l lugs u 0 M M M �. GALV STEEL CAST u IRON I'll 1,Is4" lugs 1}•+I F-- 1•2' gr� a 4 • Stud Shear a �n connwtors _ ISIW LL 1 I. I A "` t CONSTRUCTION OF A SILT FENCE I-�I�-7 SECTION C-C ,,_T STONE CONSTO UC TION ENTRANCE (WITHOUT WIRE SUPPORT) ROCK CHECK DAM � APPROXIMATE WEIGHT r�Y z � SECTION B-B aMENslorls FOR cast Iran tc � �' z "u o Q CAST IRON ONLY 3 \V-W z - I. SET THE STAKES. 2. EXCAVATE A 4°X 4" TRENCH Grate363 telba o ` q oK _ Q 10 '�'►- � Z �o' MIN. EXISTING UPSLOPE ALONG THE LINE OF �r�-v•- FL`- �j ` w o w STAKES 2 ACRES OR LESS OF DRAINAGE AREA: DETAILS OF COLLAR AND GRATE Q — A 3 PAVEMENT N �' o U ^tea 1 51 t)'MAX. SPECIFICATION �%1 i - STANDARD DROP INLET REFERENCE o 00 121-2d PIPE MAXIMUM DEPTH (H)=101 233 FILTER CLOTH t•OUNTABLE BERM �^ .� /� 1 / 3' 104-01 VIRGINIA NSPEPARTMENT 302 6• MIN. A (OPTIONAL) /�� ICN SIDE ELEVATION '�/ ��--�' FILTER CLOTH g /-''`� ✓ ,� ~ / — III (OPTIONAL) EXISTING GROUND / l.- / -� _ DETAIL I DETAIL 2 DETAIL 3 EC- 7o' MIN FLo/ �� G� / G�� _ (DOWNSTREAM VIEW) ('8 —e i B 13 WASHRACK 10' MIN. III TI III I VDOT #1 A *-- -- A i A A (OPTIONAL) 47 COARSE AGGREGATE - d o ; - �+ 1 A 3D 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT e 10' MIN. O 12' MIN T STAKES AND EXTEND THE EXCAVATED SOIL. FLOWA t'� 3' �— PAVEMENT IT INTO THE TRENCH. I ye �o �+ -1K1"1111 " I 1 f + L -3N � �1 94 VD07 #1 I ~� POSITIVE DRAINAGE 10' MIN. .� / i H COURSE AGGREGATE TO SEDIMENT aH B i TRAPPING DEVICE 2-10 ACRES OF DRAINAGE AREA: l v1 DEPTH Y I H • MUST EXTEND FULL WIDTH -` ��1I 1 OF INGRESS AND EGRESS PLAN VIEW /--�` /� ~ Jill 9� -� O OPERATION Fabric Fabric •SEC-111 A -A 9" DEM GeotaYtlle // , SECTION A -A Fabstc . o represents span for cure culvert installations 12 MIN / / p•LpA �„ SECTION A -A -y / M•Diomela for rowel oipe,•ke la pipe arch arhd Doe hehghj O NOTES C �y 3" MIN. III 1 f'r III 1 3• For hurt line Installations Dimension D is to govern the protection outside the channel 3- MI" SHEET FLOW INSTALLATION— urn ny y t�tw1 w FILTER CLOTH On ° Secondor Roods installation re ulna erosion control crone weer no (PERSPECTIVE VIEW) (OPTIONAL) - endrdl or .nasecibn s specified on pans,cmafrucllan Is to a in accordance hwth �J II�� Detail shown Dl 2 above 6--4 V FILTER CLOTH r---w• D SECTION A- A I I (DOWNSTREAM VIEW) D PLOY 1) Ds' 3 6'-r W 3rW1L 1 GeaexWs Fabric to he natollsd under all erosion control aWrhe in accerdorca *+ ** A I g I A VDOT i— -- - �? with the specifications COARSEAGGREGATE (` 3 + . ( + i# + • • .: + Dry Rip Rap MIN. DEPTH + + xtile Rip Rap FLOW 2. J 3 Fabric Class 1 _ 2' w SECTION B-B Class II _ 3' LZ SCALES REINFORCED CONCRETE DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B. Use Typical Secticn shown on plans of normal side slope, bottom width, and tiepin SECTION B - B DRAINAGEWAY INSTALLATION CLASS I RIPRAP of channel, ditch or natural ground. DRAWN BY: ✓. D. S. __ - (FRONT ELEVATION) _ PRo.JEc: r No. SOURCE: ADAPTED from 1983 Oagland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1 SOURCE: Adapted from bitallation of Straw and Fabric Fact Barriers for. Sediment Control,VA DS►C PLATE. 3.05-2 SOURCE: VA. DSWC PLATE. 3.20-1 SPECIFICATION DATE 1-12-99 Sherwood and Wyant REFERENCE STONE FOR EROSION CONTROL 20245303 VIRGINIA DE"ARTMENT 414 TRANSPORTATION ii4.01 SHEET 5-of 5