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HomeMy WebLinkAbout018-98 Woodwork Village - Back Creek - Backfile3 0 00 ca Cr m 0 0 CONSTRUCTION NOTES. GENERA 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, City of Winchester Public Works Department 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 respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall obe 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 regwired 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 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. CITY OF WINCHESTER PUBLIC WORKS DEPARTMENT 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches be painted green, and the cut depth to the line invert shall be shown. 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 sholl comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT 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 to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia rosion Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until 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 sJ 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 des) n 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. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. 1 - =_n, 1 1 " - =r'l".01ft I Vicinity Map Scale 1 "= 2000' October, 1997 gilbert w. difford & associates, inc. Engineers • Land Planners • Surveyors 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 �T H of c, ALP A. MISLOVSKY, R. Z CJ NO. 020674 SHEET INDEX 1 COVER SHEET 2 KEY MAP 3 SITE DEVELOPMENT PLAN 4 GRADING & EROSION CONTROL PLAN 5 ROAD & WATER PROFILES 6 SANITARY SEWER PROFILES 7 OFFSITE SANITARY SEWER EXTENSION PLAN & PROFILE MISCELLANEOUS DETAILS L98 LANDSCAPING PLAN Owner: Bowman Trucking Company, inc. & Fred I. Glaize III P.O. Box 2598 Winchester, Virginia 22604 (540) 869-1.800 Developer: Valley Development Group 2023 Valley Avenue Winchester, Virginia 22601 (540) 722-4101 OWNER'S CERTIFICATE I hereby certify that the property contained in this Subdivlson is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Approved by Frederick County Subdivision Administrator Date Date Date Approve by Frederi Cgr�nty Zoning Administrator #-o / S - 9 7 Y, Q o� Site plan is valid for 5 years from approval date. `s���' FINAL SITE PLAN PPR0VED Pr jec lu berg 6148 Sheet Number 1 of 9 S-IL-)A!6 1 2/20/98 REVISED TITLE, ADDED SHEET 9, AND ZONING APPROVAL BLOCK. JLW RAM i \ N. 0 R• P.I.N. 63—A-19 J J N46'53'10"E OPEOUON PRESBYTERIAN CHURCH RS m ZONED: RA R -79 C OST -- N56 5522—E -- 508.79' — —_ — N5752'21 E 323.34' _ IRS N47•32'40'rE �F \ IRS 25' LANDSCA DE EASEMENT / 25' LANDSCAPE fAStMENT ' Cy EASEMENT / \ 75 77 78 40 39 38 A7\3041 ` a _ \ • _ FC Z 28 T�` \ Z 74 -- c, Z r.----- �' T T 06 { � �0 0 27 1 96 1 25 1 N 46.53'09 "E w \ '9�Q/ \ o Y Y o � 5 o W rn \ �O I Q Lu \ Q) , �., 36 / ► \ — CemeteiX._ m / s5r �i \ o o W 4 31 { J CL, / 1 \\ 7.9 1' \ 32 \� OR�/NAGS M�N" � r, 548'35 29W \ a L 1 ' i ! _ '\ cc 72 35 I ( 33 10 Rosewood \' �� �4v/ / \ oo I 1 8rV 1 \] Lane RAW / / \ \ 1 — 50 / IRS N _ 1 34 I 1 �- � ,� ME �---+- 3 \ 70 1,9 1 I 1 69 �� --� 24 i I DRAINAGE- •�"'� ,ems �Gti m 00 > Q u. / 1 \ \ c o v •,� D X, / 4 h .6 �� 0 P.I.N. 63-A-27 L_ I o I i_ _--- _ _ I I I _ _ _ _ WANDA J. ZICKEFOOSE c �D� -_ 1 {"�� t - — / ! / /: \ DB 630 - P 541 C o;. Z ? 4T ZONED. RP 20 ry 48 \� I 4 I �' O • \\ _ __ __ , - I \ ^\\\\ ...►.7 P.I.N. 63 A 29 ..r m 67 I I _ �� r..�'' 1 1 1, / ROY WILKINS, JR. \ t5 4 1 59 �^ - - �J- - - 1 8 t l l ET AL \co f 47 I I1 �; q 1 = DB 871 - P 1751 c _ _ 1 I 43 1 'C� — 70 1 - J ZONED: B3 y I I 21 �1 F \ W A 66 \I / 1 12 1 She \ 60 1 46 I I / 13 Q � P.I.N. 63—A-30 LL A BROKERS ASSOCIA TED 43 36'39"W IRF DB61 ZONED: 82 70 \ , 1 N I A La z �— — — — I i i IPF �, -may = g 0 vi w , Q F- - 0 w 4-9 b44.62 v, Ep ,o c`' \ Sp ''' PIN 63—A-38 I I 17 I 16 1 15 1 14 / / PATRICIA BARTON HARRIGAN \ — — — — — — i i I I 51 �h r DB 791 - PPP301 ZONED: ' AREA SUMMAR Y 52 I { woop' ` 53 1 �. TM 63 ((A)) P 39 & 40 ZONED: RP 54 USE: RETIREMENT COMMUNITY (MUL TI—PLEX) CORNER �y55 r PO ST ` NO. OF L 0 TS 81 TOTAL AREA 19.5938 AC. F \ 57 a1 5i0pu{{ELGtiJe deo oll If, I' \ l oo Re Se eer 25 Pct lqe P./.N. 63—A-37 DRAINAGE EASEMENT � . L � \ ' CLINTON L. RITTER \ \� ' ,2S" N \ DB 554 — P 548 SAN. SEWER EASEMENT LOT 1 05 RNER \ WATER EASEMENT wz�Q) O P051 LOT 13 \ — — \ 24' INGRESS -EGRESS EASEMENT _ _ V \ LOT 12 ` k ' \ Q) � \ \ PLAINFIELD HEIGHTS \ ZONED: RP \ SCALE: 7 "­50' \ LOT 11 \ \ \ DRAWN BY: JL W O \ 50 PDROECT N0.29/9 6148 \ \ 50 .5 0 i -- /N FEET) SHEET 2 of 9 1 inch a 50 ft. 9 LEGEND O /� \`�6\ C / Cr k k ct C PROPERTY LINE -- I -- / 00� \ \cA+ O,L Q. RIGHT-OF-WAY LINE --- -- -_--__ �O 6, 1<L_ 1'���, 261.83') CENTER LINE 'ro$ Sq� SF�� / N49 20 01"E N45'42 EX. SANITARY SEWER --e- 0 S_ PROPOSED SANITARY SEWER 0.00 EX. WATER MAIN w - PROPOSED WATER MAIN - � d Fay ✓� �i °� cQ A,� 244.97' PROPOSED CULVERT ROUTE SERVICE LINE FROM_/'r 84 N46'5-) 11 PROP. GATE VALVE & BOX ►� ® EX. LINE TO NEW M 7 TOP .751 71 ,38 Li 6E PROP. FIRE HYDRANT SETTING AS REQ p ETER O �F F L _751• Ex O1754 48 ® N56 55 22"E 40"E 161.72' y 70v 751.E EP z T 508.79' N5752'21'E 323.34' N47'32 �` / IN 15' RC N Q SAN. SEWER SERVICE LATERAL -� 1 1/2" METER -- -- -- 1-FIRE HYD. ASS'Y WATER SERVICE CONNECTION / S 15&_B0 �O 6SOo', o ELECTRICAL CONDUIT - E E - - -- _ _-- _ _ -_ - - - 1-RELOCA TED WA TER ,6E C Ooa F' Yi1, A O m BRL / B (R \ \ PTA ,0 O F�,o OD PATIO PATI / ,� _. Cr -- -- -- -. ....-DBAtNA-GE`- \ I PAT] PAT30 PATIO PATIO / / / �, T� ` ` _ 5 EASEMEN r / / pE•f,�PO p ®p,,a0%� PAi10 PATIO ` PROP. PAVE2 AREA I; /l _ 2' CONC. FLUME • 'ISM p �0 \ .9� F+ O/j�gSq� TQI N 1 / S 19 REO D& EC-1 SC, EO �T F L �1 cj ti o 1 - --------------- - - - -�/ /-L`ONNE�LT OEX. L\\�GD���F� Z o o ^ U STREET LIGHT \ ni \ �- - ---I ---I --� / / p+'�a / MH 2 j r D WA MAIN � \ °.9 \ ��c��� ti Z ti q� %GARAGE GARAGE P Cn GARAGE P Cn GARAGE O C' 'Q �yj llJ \ \ N GARAGE GARAGE r DO GARAGE r P n GARAGE n - - .. C+Ra_ GOMMUNI R �, PEDESTRIAN WALKING TRAIL - f" "f "+r TE + \ \ / / '° / \ CEN 4 7 4, 8 !QO �q 12 "' TEE Z o N a o �c o 1 -- -T PEDE TR/AN - �� o /� �'c �'' F i-REL ATED 12" V- BOX ,� N 4, / / o \ -o NE 16N T J2 V. & I \ �✓ WALK - E 1N / / PATIO �\ ) rC^ \ /� p 4�1 O e �- 1-12 "x8 -DU LI z Q W < I 1 \ PA 70 PATIO Z C TRAIL MH 16 � \ g 1- 8" G. I? OX _ -T- _ _ - -_�-� T � / s oo F N N N GEES v G / ��. N N ALL WATER AND SEWER LATERALS SHALL BE 1 3 / �` / - - STR 17 _ _ �,,� // / i I I N46•53'09„EA\�� s P 0� \ /\ �o Z W I W INSTALLED PER CITY OF WINCHESTER SPECIFICATIONS - \ - - -- - -� -- - - �O' 52 g0 c�� ,:` r/ O��G�P vf,��� ®� X a �, C\ o /ay S r I •s-'- 1 �_ .. P�' B \ / GARAGE GARAGE POPGn rn Cr1 ,P Z "rC \ \ �` O\ \ J s S S f- L }� e I - �� 4 Fq / 15. 65' N 0�1 "i 1 4.5 ` ND. \ �y s/ y\ Qh /� � //[ -/ { `� GARAGE PLMPCn .-` ` �_ I 1 o /'� 2.82 0 \ G i M \112 , o �� `O J. p - m S!r .. .� / BEND, \ 9� �\ \ N rn co o� p0 obi NO TES i / r*i �I { �' I / \ OR /VA / MH 14 tw W 1. FRONT YARD SETBACK FOR UNITS SHALL BE / 1 I \ EA MFN� �/ o S48"35 2g MEASURED FROM EDGE OF PAVEMENT OF PRl VA TE a I I r C_ - M 58. 94 E ROADS FOR MINIMUM 20' SETBACK. + 2. OPEN SPACE AREA DOES NOT INCLUDE LAND I /O' a L �\ `►vECG / a i' oJ� " q S OCCUPIED BY NONRECREATIONAL BUILDINGS, ROADS OR I . I 1 { (' 1 C e rn _ 0./ i v / / 2_40 - Z I 1 ! I I o s STR 9 OS C7T] e n. ROAD RIGHTS -OF WAY, NOR DOES IT INCLUDE REQUIRED I '� � 1 1 � � s � / . Ss9•D ' ��� � j / P ®0.25 YARDS OR PARKING AREAS. I 1 I 1 '4'- 0 146 4 c T- -- +-- / �sd+ ` CM 1 REO 'D C8 C �_^;•^' •� �i / i // EC- 1 tAJ = - - / 3%" T'' - - ---•• e - ----__ ..--_ - . - M `�� v� \ REL OCA G a SO 5 e L Q 1 I / .. - -. - - / / & CONIVX TO I I 19 G a IRE HYp. 12 W M1 \ / / LOCATE W TO W/M O\ 1h'x ,�+ c, 10 - 0 \ RE A TER EX. / / 10' CHURCH v' 1 12 G _ _ - - - - - _ _ 20' WA R M !N EASEMENT I 5 �,)� / METER TO F' Q h p I , !o ( �` \\� ' _ " 1�2 ., .' - - _ - - - - _l 1 \ \ / / RELOCATERp?ERTY w �0 / / <C 1 O { o STR ,� kR� _ - -- - - STR j 1 \ \ \ �/ / / If'A TER ��A/N Cp r0 END F L tL / y '`o� I - - l CI DRA GE :\ NSTRUCTI N .0 D 1 \� d EASEM cn I - - -r : ' �)C �j z nape 3pvav9 _ - -, 3pvwp 7pvdvo n3npe I ' _ 2 Qi� G gc � / J_ \ V' I r~r �--- I--- I--- --J _ ` c11 .,+�'�+� 11-12 - I i I i /l ( -.� \ 9/� s-1 & EC-1 � �°� ,/ � • 1 - M 1 112" METER (T YP.) o i / .� PGIH I I I / i / ' \ \ IRED \p •.off 1�P �y I I I; 0 S'►1•Zi? O ^55 Y / / e ` , I I OlIVd Oliva p Va pILVd / / / / s / �\ O �� AGQ C 5a Z1�,i IRE NYD� r T / CD e I I IN,�� ' J , r L o J ES I & EC-�PRIVA , \ �"° / / • I i ! 1 `t 1 ` s i REQU1REfl- KNOLLWAIV to OOp V m 1 1/2 METERi I Wp N A r+ ` / / ,r,•�" 61 C $ w y 1 fF51 BE I I T J $ 1. /� / \"' \ Oliva - -- IC LL -\l COMMUNI TY CEN TER SI TE DETAILS 9_ G 1 N I q T o Oliva ZONING RP J 389 07, CURRENT USE VACANT 3 z PROPOSED USE OPEN SPACE AREA AND O 2 w a O w COMMUNITY CENTER Q'0 '0z LC 43.36 39 W REQUIRED SETBACKS: > a c LJ Of 00- In w w S lvAlti CIL WOODBROOK LANE 70 w a r R 35 ' FROM RIGH T- OF- WA Y 6 I 1 j _ G4 NE P ✓�%� - 20' FROM PARKING OR DRIVEWAYS (SEE NOTE 1.) � �' c v SIDE 15' FROM PERIMETER BOUNDARIES ��0 REAR 25' FROM PERIMETER BOUNDARIES A 0 0 CURVE RADI S LENGTH TANGENT`" CHORD BEARING DEL TA 1 300.00' 300.13 163.98' 287.77' S302954 "W 57'19'15" 2 250.00' 109.92' 55.87' 109.04' S46 33'44 "W 251134" 3 250 00' 32.18' 16. 11' 32.16' S37'39'12 "W 0722'30" I g 1 6" TOP SOIL r M Culvert Summary Culvert Inv. In Inv. Out 1*(ft) D(in-) 5(7) Type v� I 1 - =I 1 o 1 750.75 750,00 120 36 0.63 RCP 2 756.25 752.50 275 30 1.36 RCP vA 3 761.50 756.75 75 24 6.33 CMP I L - T E Vve ou f 4 764.50 761.75 180 21 1.53 CMP 5 767.00 765.00 185 15 1.08 CMP I 6 763.00 761.70 155 24 0.84 RCP 7 750.40 750,00 145 30 0.28 RCP 8 753.70 751.15 205 21 1.24 RCP 9 754.65 753.90 65 21 115 RCP 10 760.70 755.15 265 15 2.09 RCP RELOCATED 11 763.40 760.90 122 15 2.05 RCP 12" PLUG 12 764.50 763.60 108 15 0.83 RCP 13 751.65 751.20 33 15 1.36 RCP 14 758.00 755.15 145 15 1.97 RCP 15 756.75 756.00 730 24 0.58 RCP 16 758.25 756.95 145 24 0.90 CMP 17 762.00 758.75 175 18 7.86 CMP 18 767.25 762.20 170 15 2.97 CMP 19 769.00 76750 125 15 1.20 CMP Storm Inlet Summary Str. No. From Inv, In Inv. Out Inv. In. Top Elv. Tgoe rhroot(ft) 1 A 750.75 ES-1 2 B 756.75 756.25 760.25 Dl-1 3 C 761.75 767.50 761. 70 765.50 DI-1 4 D 765.00 764.50 767.00 DI-1 5 E 767.00 770.00 DI-1 6 F 763.00 ES-1 7 G 751.15 750.40 751.20 755.60 DI-38 14 8 H 753.90 753.70 757.60 DI-38 13 9 1 755.15 754.65 755.15 758.30 01-38 15 10 J 760.90 760.70 764.80 01-3B 18 11 K 763.60 763.40 767.60 01-3B 20 12 L 764.50 EW-11 13 M 751.65 755.40 DI- 3B 14 14 N 758.00 760.50 Dl-1 15 0 756.95 756.75 759.75 DI-1 16 P 758,75 75& 25 761.25 DI -1 17 Q 762.20 762.00 765.50 DI-1 18 R 767.50 767.25 772.25 DI-1 1.9 S 769.00 ES-3 Oliva i STR 6 ✓ \ O„va ES-1 i / 1-11 11122,8 " r ' 621 6 \ ''\ . Fo • ` " TOR SOIL Ol,va S,n91e{tet }fie 86' FOR EMpNLYNC \ nt;al n 51 moot ag7. I I USE \ \Oo Re 5 pe is. 7Aot;Je 2 537.0528 W 1 1 1 150.2 41, a3'V1 .e- o � ~ J 6E 4' MIN. WIDTH SIDEWALK EX. CG-6 TYPICAL SIDEWALK ALONG R TE. 706 N.T.S TYPICAL ENTRANCE TO 22' PRIVATE ACCESS DRIVE N.TS. 50 25 0 50 � C?0 IN FEE T 1 inch - 50 ft. BUILDING HEIGHT 24' BUILDING AREA 1,800 SF Q PARKING REQUIRED 1 SPACE PER 150 SF = 12 SPACES PARKING PROVIDED 17 STANDARD 1 HANDICAP 18 TOTAL OPEN SPACE REQUIRED: 5.88 ACRES (309) OPEN SPACE PROVIDED 8.95 ACRES (459) (SEE NOTE 2.) LANDSCAPED AREA PROVIDED 6.78 ACRES M � 1 112" METER ' 2 " WATER SER VICE WITH CORPORA TION STOP 12" WATER MAIN \ v 'b q WATER METER CONNECTION DETAIL j N. T.S. It v U SCALE- 1 "=50' DRAWN BY: PROJECT NO. 6149 DATE: 10/29/97 SHEET_ 3-OF _ 9 V ".. \ � �-/ ..J-• \ - • -- ..- � v ` �' • / / ! lr r J _ , - _ - may( 41 P.I.N. 63-A-19 _ �j53:84 N 65 ��6�s } j \ OPEQUON PRESBYTERIAN CHURCH ..�} a/ F L s 751.71 0,3a, q -R,a- - - ' 4 _ Pry 79 O .O V.- 0 Q Q\ �S� C3 .t3 � � f3 Q a_._C3•."-�-_E3` Q� •q.d"E� ER I`g 4 �15�52 Z' �a023-34 - "" R i xRFLOW 5 60 GO , N56'5522'E 50 9' i' ► ! - -- _ \ 1 .� r 76 ►ATU rATro PA7I l / ,( P,�o 756 7 751.8 ' O ' PARR � rATlD �,, t•` ES-1 & EC-1 - -..-.. 50`EG- rAM FF= �66.00 I I }� �> 75 - - - - -r. \ '. CL 1 I FF- 768.67 °per I _ I- - - E.t- / O\ 6c�s� EO D - - - -- - - - NT/0N _ \ \ \ \ \�\. Q - 3 , F=7gt.00 / \ 0 r 40 � r 37 F-=773.67 FF-773A70 , r-- -?-1 -I , _J / ��� 8_- S/ C z l \ GARAGE GARAGE PARCH AGE PORCH GARAGE \ \,6 . 77 _ _ - '-� 75 (GARAGE r iDRCN GARAGE r PbRCM GARAGE / Pii+CM (� ; '"- r- / \. \ \ s �r� / / 7 - , - - -. -. - _ _ ...� ` r F - 15� 50 jC� `\ Y DRC 5B ` i� f ...\ .� - / / PATID PATID PATro L 1 I LKING - -,� 1 � ��' � ._ � `t -�` \� \ / / 040 _ �l1 w 27 I '26, I 25 I N46'S3 p9 E _ A� ,` �g� \� L 9 �;� LL fC Q Lki FF�IS7-dli 5&f 7-F7T3 -f GARAGE GARAGEPORCH _ i5 5' Existing -P `� �' ` +• // nl � p \ \ r" ``� \ \ \ ,- \ S/Q /�� J• ji G 1 v3 I vl 36 ��� 1 m I I i f f' �,7• N - `. 0 48'35'29.. \P i i, \ i \ ,�. .W I w1 79 1 o I 1 t% / \ _ �\ II to S 7 X O \ o W / I w1 I I 365�0 ' as pQ -., 1 i(� I I - � I I P�``0 � f � / �, 51�4 14 - _ _ - �vo ..-• • / � . � i� 1 �' �, `so � ' S, -„�o 17 1, 1 h I 0 r �'r A _ I P i o \ rn rn �2 ► / 1 �,� 1 3 I r'- l 33 �65 C J y j s9 0 '3 °O A an e �.4�" o � 146 40' o � � 80 I I o I I / r /- �; ' J 8 �o C8 X w I s I w„°s€ ° r �r - --\/ 1 ' i o T �:, _ -- -� / POND A 0 1^►�.�/ I � � / 1 i �I j , '1 _ \! L- � - - - - :,%� i ..- - -- - -�I - T= +>z � , C') � \ -- / 'Ih 8 OF 8 � oQ �/ � ., • � M �, I 9 IAl- -� ✓ `' f / R� -- STR Cl 1 \ i I w I a o U t 'y Xo /I --7 EAyEM ©Go � ( .._ I o _ K>:,oa H -- nvarov x1va� N ' I I 1 - - q Jol \\ m , 0 L_ L � � \ \ E'(]UIRED �► � ,; 761. I I `- FF-�5% --- ^� / / ' � ! h �\ �C`.�o� •� L- Q FF=757.17 1 FF=754�0 I 76 I 15 I J l 7 75 ��* \\ ^h O (1a .ate � fCID / Z o�, 19 Duve / \ s,� \ �, ^ 7 • r\ 1 I, _ I% � `--- $Al•2� r- ao a,-'c` / i v 1 \' T, � � //i-------L! �/ / / �� / h (� , \ ?S'\ / a' C\\ / _ 4 n' tr� //' ? J/ \ \ O 11 I 'r* .�- _ I 1 61.5 1 _ _ ' _ _ - �- l' • % / 2h i - \ WANDA J. ZICi�ESE 0 \\ I b9W I r ( \` T,• r p �=75� DB 6'30 - P 541 �ONED: RP 1� gT0- �' V J•�2z e I 1 \ I 1 ' I - ro1 1- $I a j R�� KNOLL 23 I 1 t 2 $). / 20 Rf � � Z I I o I" 1 - ` • • /1� , / � _ _ ! 1 \ _ _ : / ..R H,,,p, F r a � rY'� �r 1 0 0 r \ I 142' c, i / if I 1 �r, \ 1 22 I o� s \ \ P.I.N. 63- A"14" LEGEND - 1 i J \ / 00 1 g \ \ IJ o a I I \ �✓ / / �,. H �_ J' FF.75OD 5,50 \ OY WILKINS, JR. •"" SILT FENCE �' v _ - i� AsDd 755 y 7�.50 1 '� F ET AL 67,Vv I Imo_- \ - �- / i �. , FF° \,+a _ -� DB - P 1751 c_ CONSTRUCTION ENTRANCE CE o w / / 59 a �. ,� ,a►s' ,"� �. 9 ' \ ZON 1 _ /' , v' /[i�.0 1 �4�� - '� l� / a+� H-� �s-f �108 3 \ alvd f �rJ4 liJ ' IP I ' I o0 0 1 1 \ - '� Ito l/ / �. ,,w i 5 7 FF_7y 3 INLET PROTECTION I t \"I oo e I �U,*"' oo TT 11 \ .51 - � ,r 1 SF RIP RAP - EC-1 � ;' � i I� ` ` , \ �5( 1 '' '�- _ � 1 � /,! . "' \ �-- �,Ve _, -'- .. __ - .-------- - - - __ �`��'. 6• - •� .. I u r 0 F= '1 _ S PJN. 63-A-30 LL 66V �� r 17�, 45 � . �, n 60 { _ F .. _ ._- "' 07 \ . ROCK FILL CHECK DAM ' o I i \ '` J v I 46 ,w r I \ j 44 IP / FF- Dive - - 389 , A BROKERS 1 1 S 1 -'- '. r� � ASSOCIgTED SEDIMENT TRAP \ `� / I 1 = ouva - - DB 476/- P 470 1 G 1 N I q f -_ _- �- j43.36 39 W - \ F ZONED: B2 J\ Y o I to Z Q I 65 v I r' , \I \ I V 61'I v I /� l4iyA _� J , �� - - -------- - ` C) o w O w - - wl I rJ I m 1; - ,` I A/ \ N Q Wiz Culvert Summary ��, { �� - I ( \ �iJG I �'" \ OB�FS \�\.� ! > ��N.-L.+Lo w Culvert Inv. M Inv. Dut L(ft) D(in.) S(%) Type 1 -n r I 21 OIL I____ 1 <_0 1, / f, U 1 750.75 750.00 120 36 0.63 RCP N { e 1 i r•;OP S a r i-- 2 756.25 752. 50 275 30 1. 36 RCP I I (11\ I/ 62 ON1-� '` �,"'�' F '7 3 761.50 756.75 75 24 6.33 CMP ^ 64it _- 4 764.50 761.75 180 21 1.53 CMP cc `O { w a 76�' _ p1 5 767.00 765.00 785 15 1.08 CMP ro t _- \ fF' 50 -"- P./.N. 63-A-38 _ / \ PA 7RIC/A BAR TON H 1GAN' 6 763.00 761 70 155 24 0.34 RCP ¢s+�'`' 7 00 7 750.40 750.00 145 30 0.28 RCP ^ 1 I I - - - - 4 y.�°, / �Rt - ZONED: 8 753.70 751.15 205 21 1.24 RCPr'�° a 9 754.65 753.90 65 21 1.15 RCP 1 g 6, 7-.�, r ` V' 10 760.70 755.15 265 15 2. 09 RCP } o / 0 5 1, r-8 50 \ , I _ -1 Bay. IN THE FORM OF BERM, � 11 763.40 760.90 122 15 2.05 RCP { / r/ `'r i fF'� 53 \ m` I r r FENCE, P A CDMBINATION F BOTH 6 "" � � ,HIGH OPAQUE SCREEN TO BE � 12 764,50 763.60 108 15 0.83 RCP y , �_ \ , -7-0 DEVELOPMENT OF SECTION-11' 13 751.65 751.20 33 15 1.36 RCP G/� I , \ " 54 0 \ yd / 1MPLEMENTEd \ 14 758.00 755.15 145 15 1.97 RCP r L 'r> FF,16$'S ,Qv +76 .0 7` / / ly 0 S TR 6 15 756.75 756.00 730 24 0.58 RCP / �-- sera r \\ l.e ES- �STR 16 758.25 756.95 145 24 0.90 CMP 17 762.00 758.75 175 18 1.85 CMP ,pe 18 767.25 762.20 170 15 2.97 CMP / T - -� sl �r' �L\' p \l16 � � V 19 769.00 767.50 125 15 1.20 CMP '� Storm Inlet Summary 6 P IL FF� v� r i' a r}�� 1 A9 ---- 2" MERG NC n Str. No From Inv, In Inv. Out Inv. In. Top Elv. Type Throat(ft) FORE 0NL 1 A 750,75 ES-1 1 USE 2 B 756.75 756,25 760.25 DI-1 1 \ ' r 7 3 C 761.75 761.50 761.70 765.50 DI -1 4 D 765.00 764.50 76ZOO DI-l�` 5 E 767.00 770.00 Dl-1 ' ! r , b P. 1. N. 63-A-37 r �' I i 0 6 F 763.00 ES-1 i / �`� i C _-_ 'I CLINTON L. R/TTER 7 G 751.15 750.40 751.20 755.60 DI-38 14 I c,,r9 ' r W I "TDB 554 P 548 O 8 H 753.90 753.70 757.60 DI-38 13 e .der 25 �! S --- >>0 I \ 0 9 1 755.15 754.65 755.15 758.30 DI-3B 15 10 J 760.90 760.70 764.80 0I-3B 18 i �' ,) (- .� Q 11 K 763.60 763.40 76760 DI-38 20 12 L 764.50 EW-11 i NER 1� _ - - - _ - _ -- - - Tj 13 M 751.65 755.40 D1-3B 14 5T I LOT 13 \ v 14 N 758.00 760.50 DI-1 / �' "\-- 15 O 756.95 756.75 759.75 DI- I / W \ LOT 12 r' � -__� �,� r \ �� � O / �, W 16 P 758.75 758.25 761.25 0!-1 � r \; i \ 17 0 762.20 762.00 765.50 D!-1 1 / % Q, \ / \ ` \ 18 R 767.50 767.25 772.25 DI-1 19 S 769.00 ES-3 / �3" A/NFIEL EIGHTS �� �` �\ ,--' � SCALE: 1 "=50' ONED: RP LOT 11 /____\ \ \\\ DRAWN BY: JL W PROJECT NO. 614,9 50 25 0 50 ----- - 100 ( - DATE- 1012.9197 $• r'r I ' L 0 \ i ( /N FEET / - Q � in�v ch = 50 ft. SHEET 4 -or- � 0 Ln 00 Lo PROPOSED GRADE QY EXI EXISTING GRADE 765 41 760 PVC if PROPOSED GRAD N Q) if F 760 @ 2.1 03 it VC 20' P F)VC Q) If 6 (40 1P IN r 760 IN 755 1649 if GRAPHIC SCALE Qr 12118197 ADDED MH 1A AND, REVISED SEWER MAIN FROM MH I TO MH 4. JL W RAM I INCH 5 ft, VER 7. !�!: It— — NO. DATE C>F-=SC*VPTX>N BY CHK'D. PROJECT NO. 6-148 C) CERTIFICATE NO. 1012,9197 Enginfeers Land Planners Surveyors Sanitary Sewer Profiles PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 6 / GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. N0111 r i 11 - I ` I ry r` a T` RIM=752.50 --- -- - ` I I I IN=745.98 Q (� OUT=745.78 EX.YSWER �ATERAL STUB; pQ� I j 10' DEEP (EST.),'ib� CONTF'ACTOR TO VERIFY,' �1�j ,i`�I• I I I I EX. LATERAL ELEVATIO + '�• AN�7 ENSURE ADEO E P.I.N. 6 —A-27 FALL TO MANHOL 1 Q i I I WANDA J. ICKEFOOSE11 DB 630 P 541 NOTES: 1 ALL WORK PER CITY OF WINCHESTER PUBLIC WORKS REQUIREMENTS. 2.INCLUDE 5- 4" SERVICES WITH 10' OF PIPE TO STUB IN PROPOSAL. Q ; ,So - 0 BENCHMARK Q & CS ID Q Q BM K1957 0 ELEV.=746.24 Q, MH B , RIM=74450 _ IN =739.60 - -� ' OUT=739.40 IH A SNYDER LANE MM=744.50 750 },. 587, i = . MH C = i UT 7 5 49'-8" SAN ,S'F' 0 7 819 l R _ IM=746.50 - r .. - .-- _ x . -- ----- .. Cam' - -_. - - -, - _.._ -- _..�:^.,....__ � ,t \\ 1 1 RU _OUT=741.05/ _."""`�. _/'} 15 Ex SAN EX. MH WTP SE ER ; RIM=744.90 % L-- ,� INV.=737.55 RIM=743.72 RICHARD A. RABER DS 712 - G 344 PIN 63-A 24A © 0 Q MH D RIM=751.00 / / ©. (` OUT=742.90 4- 760 i MH #1 / Z RIM=752.50 I I IN=745.60 i 1 - .CUL-D�E-SAC t�` OUT=745.40 / CONN€Ci TO .EX 25' 8" PVC SEWER LINE. / ,� --- - - - __ ---- - - o• �13 MH Z RIM= 7-e3.00 ;' _ �OPEOLAICI- --1N =752.33--I G" LANE- VA. SEC. ROl1iE %� (VARiAHI„F WIDTH R/W} r . \40 8' SAN. SEWER -4,5990 -- - 427. / P 42) MH #1 A - -- -- -- 760 755 750 745 740 0 n n A-- EX FENCE TO BE / � KtYLAI,tU. N � O � 00 ^ II — �J ~ II O Nam^ II 0 Z�» 400-8. P O o� O c� v O N 760 760 755 750 750 745 740 740 r r oop p L)0o 0 CD C7 Q0 P p p N JOLAJ pntY J(Cj O't W't On Li �^ tY Q t 2 11 z ++ = II = II It T. Z z z z z z EX. GRADE w 0 _z w Li p CL Q Q 0 a _ Ln -- 0 o z `✓7 Q w a p LL1 _' W L0 H 0 00 p w H ~ 3 3 3 < 3 26 ' 8-PVC, 88% 25' E CONC. CASE ___._ d 5 CONC. 0 249' 8" PVC 0CIO 0.58� ENCASE �D 327'-8 PVC ng w kc Co 0 N ----- N o 122' ti 8^ pVC Lr'n d d ro ® 1 1a1 cn III III lip �� III z� z 0 d 00 u7 cJ C;) (D N d O Lf) O u7 M N O T rn O N u-) 0� N u7 � to u7 O tf'1 O � O � 0i d 00 d c6 d (6 d (6 d cD d 6 d c0 d L6 •7 d � d d d d d d d d �t iZY 750 740 0+00 1 +00 2+00 3+00 4+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 REVISIONS JOB NO./DWG. NAME: 6148 —�� 4. d wg A H of � C.E. MADDOX, JR. Z o CERTIFICATE NO, -- U 7091 REGISTERED PROFESSIONAL ENGINEER Gilbert l b e r t �W . Clifford and Associates Engineers -- Land Planners Surveyors 150—C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 WOODBROOK VILLAGE OFFSITE SANITARY SEWER EXTENSION PLAN 8c PROFILE FREDERICK COUNTY, VIRGINIA scale 1=5h 1 "= 5' v DO. date description by ckd. DATE: SEPTEMBER 26, 1997 2/15/97 REVISED SAN. SEWER. JLW RAM SHEET 7 OF 2 2/12/98 PROVIDED SAN. SEWER TO CHURCH. JLW RAMInc. DESIGNED BY: C.E.M. - DRAWN BY: D.S.F. — APPROVED BY: C.E.M. -- 3 G v PAVEMENT a' WIN A �--� Aota �.�RCNIND nLT'ER Ct OTH - A OPTIONAL SIDE tee VW1113N MEW _.._ 70' WIN, cxlsnwt o GROUND i I 1 rTrTTrm vooT et COARSEPOSRVE AGGREGATE ! TO StAIME' TRAPPM DEVICE o -MUST EXTEND FULL WHYTH A OF INGRESS AND EGRES< OPERATION PLAN tz MIN_� �� MIN, nLTER CLOTH T MIN. SECT1�l1 A -A RENFORCED CONCRETE r ♦ B i — Sli>3iYlM B—B DRAIN SPACE ®TEMPORARY STONE CONSTRUCTION ENTRANCE; VESC 3.02-1 MOT TO SCALE City of Winchester Standard Utility Detail i t v,. Department of Public Utilities Q� 4'rlTr;� A'40 fO. 7 }/CZF N ��/'ICG_ Ld rT �nOX GO riR %ry{ffle re T 1 , A*-*%r 7=SCr.Ys Jb-sT/;;w ' ;1 :.� Jr . c -,wa iJr leA _xwGD Clz �r Z- If' to 4 5 ' r tiC.H SiO_ OF OP�'V/NC7 2 -a•4 7' 4-4 ey., .. 4 �-4 Q. /o f .e. d ..rim •=, -:,1 _ '.i.:A', r ... • A: 4 Standard Detail Revised Detail No Standard Sanitary Manhole - Shallow Date._ Approval nchester Utility Detail nt of Public Utilities 1) All fire hydrants sh" be traffic model.. , 2) Restraints can either be all thread rods (stainless Ste" or Meg -a -lug flanges. 3) Le'1.1 valve shall be restrained to the main line. 4) 4 112' steamer nozzle facing roadway. CAR£FULL Y COMPACTED SELECT B4CA'fTTLL TEMPORARY SEDIMENT TRAP £DIM£NT TRAP DIMENSIONS A B C O E A 14' 3' 4.5' 15' t• C B 1' J' 1' 35' 10 Top of berm at 756.0 Emergency overflow at 755.0 Proposed grade 6� 4 t to be paced upstream of culverfs during construction, Embankment DIVERSION ~ - Ctay Core DIKE 8' CMP at 0,47. -` Invert In = 751,80 �- F Anti -Seep Collars to be 3,5 x 35 and I i COARSE AGGREGATE.- be placed 24 ft, a art, centered on the embankment, One of two shown E1AFATED / FILTER CLOTH �. Embankment to be Placed and compacted in 8' (if ts, rCOARSE AGGREGATE SHALL BE VOOT 13. 1357 OR J5 No to soil, organics, or stones greater than 6' diameter shall be used Material shall be compacted to '957 of City of Winchester OUTLET (PERSPECTIVE VIEW) maximum density at plus or minus 27.. optimum moisture, Standard Utility Detail Cla Core to extend 5 ft beyond ends of embankment, Department of Public Utilities andY 2 ft below existinq grade, The top of the core shall be GRA VEL CURB INLET SEDIMENT [Iv 754,75, Depth o+- Core Trench given is general, actual FIL TER required depth should be determined by soils specialist SANITARY SEWER at the time of construction, Maximum side slope is 1:1 �^� .-.--- � MAIN __-----�f_�_ Jam- lay core material shall meet the following: Unified classification SM, SC, ML, MH, CL or CH, Particle size: 957. passing 1/2 sieve SIL T FENCE CUL VER T INLET PROTECTION t9di•LL TOE OF PILL i .} - CULYM i TI 1 1 __ -"' LY FLL THEE or SILT AM I 'WTANCC IS 6• YNIWUW IF FLOW S TORAM EI1WatMERT rLOW 2 3 WAY FIRE MYCRANT-i f 1 C i GROUNQ� 4GUS ABLE `lAl /E apt AND CCvER FIRE r+YCRAN •+•- � —�� ` C;: YG `E7 STCNE �- c IN NPAVE_ LRE �e µp 7Jo pjl� �� M. u. CCNC.'HRusT SLQCx� • rALrE l2 CU. RT. MIN Standard Detail — Revised: ._.,... ' netall No._ _ Fire Hydrant Installation Date: Approval: No. • Mew must mat Wwaval of the Department of PUWc tJYItMa F*Ved ample motor VKWO Shall hil"'O' Ntg type IWW meter Support txackets • Backflow dance required as set torah in City Cross Connectm contra Program • Swkilow dmnce may riot be Insmw in mew vaut Meter se" to be Ford Customs Setter or approved equal ACGR£GAT£ STANDARD TRENCHING AND BEDDING DETAIL INAL JND Y COARSE AGGREGATE CLASS I WIRAP CROSS SECTION OF OUTLET CLASS 1 RIPRM LE11Rip Rap l Check Dam 0T?+ ON FEETI PRiuANUfAC-iR£� `^ r _ UNLESS V'HERw!5: TEc SHOWN C OR wT_ — I sNowN N ":,;vs �jj w11N �� u Q'G GRAVEL FILTER t 2• S=RVICL C_-NNECTIpN STANOAaC RANUlA.4 RUNOFF WATER WIRE MESH PER aS;_1.CATFCNS �,f �£_OtNG T'r.R CUGHC::' ' FILTERED WATER IT i G --•� -: �� LL,:J.N CUT _ � n SEDIMENT '�•'• z +—rROPCSE, SE-VfCE Ln i CRA... CONCRETE GUTTER - 12- CURB INLET MG10 FcZINC3 �C L,PLING SPECIFIC APPLICATION - EXIS7NG SERVICE LA ERAL N Bail valve curb stop with 2' Gate Valve Operating Nut I' Jir�orrc awvct• .�•— nlus+0 v vvu . • r ma Standard Detail Detail No.— Standard Sanitary Lateral Connection DETAIL I Top of berm at 754.0 Emergency overflow at 753.5 Proposed grade THIS METHOD OF INLET PROTECTION 15 APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE iR, Check Dian INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS t� be laced upstream of Culver s during construction, Embankment • GRAVEL SHALL BE VDOT y3. #357 OR 5 COARSE AGGREGATE DETAIL 2 DETAIL 3 1 ,X 11 . �ra►�111r��� N F� SECTION A -A 9 DEPTH SECTION A -A • o rvawffa •pon for aoe ad•wt •etoltuhons H•0minow for ra.d P".ro" Ian pipe MCA and bm wieM NDTES Per nlaNtpla pne MO.dMdrla p11aelMlan 0 b W V.— Ina 1—f•chon aahYaa fna cnanno rweN1 M. On aq seaaarr Ream Warfanon nawriny «ouon Conn- afwr ..«• �o anavN or •,daechan n 1p•C'f'N a, elaM,c•nWuttan f• ro a n etc oreatK• .,T Wfr1 2 .t».n row• C_Nn W Febrn: 10 be waled Under oil ros,on cawol stone n occu.don •nfh the w9c,hcafwM Faibnc SECTION B-B • Utr TV Cq Sechan •1p•A an pk m or non•wf side slave, bottom r.dth, and ,feflai of channel. 61Ch Of nafwol around. SPECIFICATION REFERENCE STONE FOR EROSION CONTROL 204, 303 VIRGINIA DEPARTMENT 414 TRANSPORTATION 14 MIN. DEPTH Dry Rip Rap Rip Rap Clap I C4as t Z 3' 4 Detention Pond Section rASrsr�l.�� Ivry Core.. 2-12'CMPat0.257. Invert In = 749.0 r �� Anti -Seep Collars to be 3.5' x 3S and be placed 24 ft, agiart, centered on the 24, 'I embankment. One of two shown 241 Embankment to be placed and compacted in 8' lifts, No toppsoil, organics, or stones greater than 6' diameter shall be used. Material shall be compacted to 957,, of ` maximum density at plus or minus 27. optimum moisture, Clay Core to extend 5 f t beyond ends of embankment, 52 and 2 f t below existinggrade. The top of the core shall be Elv 753.25, Depth of Core Trench given is general, actual required depth should be determined by soils specialist at the time of construction, Maximum side slope is 1:1 Clay core material shall meet the following: Unified classification SM, SC, ML, MH, CL or CH. Particle size 957.. passing 1/2 sieve Detention Pond 'A Section Class Al rip rap lining on crest Class I rip rap lining on channel over slope Grade overflow ditch to tie to grade at 42' Inv, Out = 751.50 EC-1 Required E- #5 Bar E,F. 00 psi Concrete filar 12' thick ANTI -SEEP COLLAR DETAIL not to scale Class Al rip rap lining on crest Class 1 rip rap lining on channel over slope Grade overflow ditch to tie to grade at 4C''� 12, CMP ANTI -SEEP COLLAR DETAIL not to scale NO. l DATE I DESCRIPTION j H REVISIONS Hold A. Mislowsky, rr_ gilbert w. dif f ord & aww eiatew, ine. t Wo o dbro ok Village CERTIFICATE NO. — `' 020 74 1. Engneers • Land Plamers • Surveyors Mlscellan eo us Details Y RLEGI TERED 150—C Olde Greenwich Dr. 200 North Carneron St. PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER PHONE: (540) 898-2115 PHONE: 540) 667-2139 FAX: (540) 898-2115 FAX: �540) 665-0493 f-REDERICK CD�lN7Y E—MAIL : clifford0l bi r .com — wclrffOmn inc.co 1 _ � Inv, Out = 8,9, EC-1 Required `#5 Bar E,F, 3000 psi Concrete collar 12 thick j BY CF-BC'D. PROf,1ECT NO. 6148 — DATE: 10129/9? _ _BST %RGIN/A OF 9 TyPI GAS ,,g6,Tlo r� Tww 1`II,L 6N REt*a, N cUFN��LA�p5�:0�PdtJ� V+►� �* VfLADU( t r Gy.t r! F�aah J sE�vtCt< _ ,-'""` _..� 1� w �6 ►cnr zt - •I, ` rAK�y'` t- WA F_*vWNic' -«AWNS 'i' w O2o' o,c„ G, Fxpo l 17G ` WHITE i'Iti►E5 AuC' d r? �`i Q �,� © t it "� �' 38 .J�NIp�RUs vtRGcNii4l�.w VNDErZ_ (STING Py 1{�p-ww _ �,�- .. 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