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Home My WebLink About18-03 Regency Lakes Section F - Stonewall - Backfile (2)GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and eguipment 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 Transportotion, 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 contractors respponsibiI ter. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-Z57-7777. 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 Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe-layingg„ 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 and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 2.0' of fire hydrants. Fire Hydrants are not to be obstructed at any Mime. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authorit . 3. Exact locations of water and sewer services on new lines are to be coordinately with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2 in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the 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 orderlt is developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authorit 's engineering assistant. An application for service must be made and fees paid be ore work will begin. b. The Authority shall furnish and install all 5/8", 3/4", and 1" water services. c. For 1 1/2 and 2 water services, the Authority shall make the tap and bring the piping to the propertyline. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and materials to make the tap. b. The developer contractor must: (1) make application for the tap, (2) pay deposit (before work begins; (3) mark the location of the tap; (4) make final payment when the work is completed. 7. The contractor shall tie-in a new lie to an existing manhole b core drilling the manhole. 8. Any water service line must have a double check valve or RPZy backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. 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 &a Health Administration and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furt ermore, 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. The developer shall be responsible for relocatingy, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the (proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. 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. 7. 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. 8. 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. 9. 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 Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall Inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. 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 of conflict points. 12. 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. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a protect which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. 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. 15, VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VOOT Inspector. 16. 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. 17. Prior to acceptance byy VDOT of any streets, any required street sign age and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T, office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control ip. 21. Approval of these plans shall expire three (s3 years from the date of the approval letter. 22. 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. SITE DEVELOPMENT PLAN FOR REGENCY LAKES ESTATES SECTION "F" STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TMP - 55 ((A)) 27 ZONED: MH1 PROPOSED USE: MANUFACTURED HOMES CV •4`` �, ,.,4�� Road _L Rt��661 9 I e c �°, 1 Are q Pik 9erryvA'Ie Pike 59 VICINITY MAP SCALE: 1 Is = 2000' MARCH, 2002 gilbert w. Clifford ,fix_ :Ies<<<,', C_D Q A, _ERTiF'CA T E N' Y 70, �`" pR ESSIO�s1. 8c associates, inc. Engineers - Land Planners - Water Quality P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 117 East Piccadilly Street Winchester, Virginia 22601 (540) 667-2139 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LANID DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. DRAWING INDEX SHEET DRAWING DESCRIPTION 1 T1 COVER SHEET 2 T2 KEY MAP 3 C1 SITE UTILITIES PLAN 4 C2 SITE GRADING PLAN 5 C3 SITE GRADING PLAN 6 C4 SITE GRADING PLAN 7 C5 SITE GRADING PLAN 8 C6 SITE STAKEOUT PLAN 9 C7 ROAD & UTILITY PROFILES 10 C8 ROAD & UTILITY PROFILES 11 C9 ROAD & UTILITY PROFILES SANITARY SEWER PROFILES 12 C10 SANITARY SEWER PROFILES 13 C11 CULVERT PROFILES 14 C12 EROSION CONTROL PLAN 15 C13 REGENCY LAKES DRIVE PILAN & PROFILE 16 C14 REGENCY LAKES DRIVE PLAN & PROFILE 17 C15 MISCELLANEOUS DETAILS 18 C16 MISCELLANEOUS DETAILS 19 C17 MISCELLANEOUS DETAILS 20 C18 LANDSCAPE PLAN MANUFACTURED HOUSING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 310, USE GROUP R (RESIDENTAL) OF THE BOCA NATIONAL BUILDING CODE/1996 AND THE VIRGINIA BOARD OF HOUSING AND COMMUNITIY DEVELOPMENT MANUFACTURED HOME SAFETY REGULATIONS. THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. ALL ROADS PROPOSED BY THIS PLAN ARE TO BE BUILT FOR ACCEPTANCE INTO V.D.O.T.'S SECONDARY SYSTEM OF HIGHWAYS. ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 678 T.P.D. USE CODE: 210 OWNER/DEVELOPER: Mo- J00"I- REGENCY LAKES ESTATES WINCHESTER, VIRGINIA 2260J' (540) 662-1999 OWNER'S CERTIFICATE I HEREBY CERTIFY THAT THE PROPERTY CONTAINED IN THIS SUBDIVISON IS WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNER'S, PROPRIETORS AND TRUSTEES, IF ANY. DATE L�MMv DATE DATE DATE APPROVED BY FREDERICK COUNTY SUBDIVISION ADMINISTRATOR Zoo Oho p4m 14� 09114103 DATE Drawing Number: Sheet Number 1 T1 of 20 CITC nLAIM ADLICAIT OI AM C'00 REGENCY -LAKES ESTATES SECTION "F" FREDERICK COUNTY, VIRGINIA \ ;. NN,�� ASSOCIATION FOR THE PRESERVATION SECTION "F" OF CIVIL WAR SITES, INC. `ZONED: RP PHASE SECTION AREA (AC RES) UNITS UNITS.ZACRE ACRES OPEN SPACE , i `� N. /,' �`�\ ` 35' BUFFER DISTANCE W/FULL LANDSCAPED BUFFER USE: VACANT 46.2 139 3.0 17.SI 38.5% 40 R/W TO BE DEDICATED TO VDOT FOR / / (LANDSCAPED SCREEN CONSISTS OF 6' EARTHBERMS PIN: 54-A-88/90 F A NEW MAJOR COLLECTOR ROAD SHOULD - ' AT 3:1 SLOPE (36' WIDE) ' � ITH EVERGREEN &DECIDUOUS TREE MIX) DEVELOPMENT ACTIVITIES OCCUR ON THE SECTIONS A-E "AS -BUILT" TOTALS-OCTOBER 1995 AND PROPOSED SECTION F CALEB HEIGHTS PROPERTY. c°� f�, 50 PERIMETER BOUNDARY SETBACK PHASE SECTION AREA (ACRES) ( / UNITS UNITS ACRE ACRESS OPEN SPACE 4�� / ^ / � . s. = q 26.5 50 1.9 18.91 71.4% 40' ROAD EFFICIENCY FULL DISTANCE BUFFER �Q /' / �````8 �6S>ry �,°Q B 13.2 55 4.1 4.7 35.2% W/ LANDSCAPED SCREEN C 21.6 78 3.6 7.3; 33.7% �19336,=��Jo�� EX. POTOMAC EDISON POWER EASEMENT p 30.1 110 3.6 7.2 23.9% &��h �21.5' TRIMMING RIGHTS E 28.0 95 3.4 8.5 30.3% ASSOCIATION FOR THE PRESERVATION z POTOMAC EDISON NOTE: F 46.2 139 3.0 17.81 38.5% OF CIVIL WAR SITES, INC. �� /� /' // �' MAINTAIN 20' CLEARANCE BETWEEN 165.E 527 3.2 64.4- 38.9% ZONED: RP ?G ^rye �' - FINAL GRADE & CONDUCTOR SUBTOTAL / k 34.8 71 2.4 9.7 27.9% USE: VACANT ��(' i , 4 �`��o REGENCY HEIGHTS ° PIN: 54-A-88/90 0 �' �' (A `°L�TOTAL 200.4 598 3.0 74.1 37.0% E / / 50' PERIMETER BOUNDARY SETBACK / ' - / 60' RESERVE STRIP FOR NEW MINOR COLLECTOR ROAD 40' FUTURE R/W goy ; _ / " DEDICATION BY OTHERS SHALL BE RESERVED FOR FUTURE DEDICATION TO � �``\� � er ``�� / VDOT SHOULD DEVELOPMENT ACTIVITIES INN NNe / OCCUR ON THE CALEB HEIGHTS PROPERTY. co S tissf i i C c,A �0 %h ` `oC o ` �',• T/OFF Fp q0 /��. ,/ ♦ ♦ SECTION "Ea �(� T� SC F�F j / / ♦ ♦ 6" AGGREGATE SURFACE (pCC T " �\ ``� I eA 'QF` e0 OFF c�F 1 ; ' '� ♦ .� TO BE PAVED AS PART ATE) •pic �iy� '�' '�'Cy /� �� / °o ♦ ♦ OF SECTION F ��A� VIVST REGENCY LAKE a K eV . `', EAST REGENCY LAKE e R P `Us R si n // jD� i ♦ ` / . NN g� 1*4 N � � ` 0 a SECTION "F" SUMMARY 11 �ti �. it ti_o ° `�, tu, _ AREA IN LOTS (UNITS) 22.5 ACRES 75' PERIMETER BOUNDARY AREA Qc� aa° p�°e 4 'E . AREA IN OPEN SPACE 17.8 ACRES W/ LANDSCAPED SCREEN � _ �`. ` P � A � � . � AREA IN PRIVATE ROADS 3.9 ACRES ^�o (INGRESS -EGRESS ESM'T.) V AREA IN REGENCY LAKES DRIVE R/W 2.0 ACRES DEVELOPMENT CO OF AMERICA CL TOTAL AREA 46.2 ACRES ZONED: 8-2 / N USE: VACANT PIN:54-A-99F/G / + A N NUMBER OF LOTS (UNITS) 139 / Dv�a a a°e % ' a UNITS PER ACRE 3.0 " I:"\ tK S 772443" E4 OPEN SPECIE PERCENTAGE 38.5 \t VDOT NOTES: 1. REGENCY LAKES DRIVE IS TO BE THE ONLY STATE MAINTAINED Existing Community Wide RIGHT-OF-WAY IN THIS SECTION OF THIS DEVELOPMENT. Recreational Area Facilities -Pomunity Center HOUSING TYPE: MANUFACTURED HOUSING Tennis Courts EXISTING ZONING: MH-1 �°� s�• �� -Tot Lot -Baseball Diamond Co o' -Open Recreation Area REQUIRED SETBACKS Is, �°' `�' F `�� MINIMUM LOT SIZE - 4,000 SQ FT s s�2• ° Al�ee �'� 5°c� s SETBACK FROM STREET R/W - 20' F '01P. SETBACK FROM DECK/STOOP OF MOBILE HOMiE oo� uTO ANOTHER MOBILE HOMES DECK/STOOP'- 20, MINIMUM F SETBACK FROM COMMON AREAS, PARKING AND SIDEWALKS - 10' ADJOINING OWNER INFORMATION o6Q8s' NO�g SETBACK FROM PERIMETER BOUNDARY - 50' o ALL ACCESSORY USES SHALL BE SETBACK � NAME TAX # ZONING USE '`N`'� to FROM ANY LOT LINE OR PROPERTY BOUNDARY - 5' MINIMUM ASSOCIATION FOR THE PRESERVATION OF CIVIL WAR SITES, INC. 54-((A))-88/90 RP VACANT �5°c 0 DECKS: MAY EXTEND 3' INTO A REQUIRED ELIZABETH BLES HUGHES, TRUSTEE 54-((A))-99B B-2 VACANT SETBACK YARD. DEVELOPMENT CO. OF AMERICA 54-((A))-99F/G B-2 VACANT/COMM. �e FRANCES E. HULVER 54_((A))_101 RA RESIDENTIAL e5 NOTES: D 54 ((A)) 102 RA RESIDENTIAL tia� gee 1. ALL FUTURE RESIDENTS OF REGENCY LAKES SHALL JAMES R. WILKINS, JR. 54-((A))-105 B-2 RESIDENTIAL �� COUNTY SCHOOL BOARD OF FREDERICK 55-((A))-22 RA VACANT/PUBLIC eke a �5 BE PROVIDED A COPY OF THE APPROVED PROPERTY DENNIS T. & MILDRED B. COLE 55-((A))-26 RP RESIDENTIAL 1403 OWNERS ASSOCIATION BYLAWS AND SHALL BE INFORMED REGENCY LAKE ASSOCIATES 55-((A))-28 RA RESIDENTIAL OF THE AMOUNT OF THE ASSOCIATIONS ANNUAL FEES. CATHERINE V. SWART 55-((A))-29 RA RESIDENTIAL 2. RECREATIONAL UNITS REQUIRED BY FMDP CURRENTLY EXIST. KIMBERLY G. HENRY 55-((A))-31 A B-2 COMMERCIAL WILLIAMS J. MEADOWS 55-((A))-318 B-2 COMMERCIAL FIVE A. LIMITED PARTNERSHIP 55B-((A))-1 B-3 RESIDENTIAL CHRISS & PANAQUOITA POULOS 55B-((A))-2 RP RESIDENTIAL JOSEPH C. SMITH 55B-((A))-6 RP RESIDENTIAL err Ville Pike GRAPHIC SCALE: 1 " = 200' ROGER L. SR. & SHIRLEY J. FISHEL 558-((A))-7 RP RESIDENTIAL Va Rou 7 y 200 0 200 400 STEVEN A. DEHAVEN 55B-((A))-83 RP RESIDENTIAL Posted 45 MPH Speed Luna EIsiYop iroffk Upht REVISIONS scale JOB N0. �� H of REGENCY LAKES EISTATES AS NOTED no. date description by ekd. �P �, 1 9/3/02 REVISED PER OWNER COMMENTS E.D.H. S.E.D. DATE: MARCH, 2002 0� 1 Y. �, W. C I 1 i S S C 1 d t S inc. SECTION F 2 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. D.J.S. 9DRAPING DESIGNED BY: C. E. M. C. MADDOX, R. TZ o CERTI ICA E N0. Engineers - La s Water Quality 70 1 3�;. KEY MAP DRAWN BY: TEAM 7 Zj D� 150-C Olde Greenwich Dr. �?" SHEET REG TERED may: ti PRO ESSIONAL P.O. Box 781� 117 East Piccadilly Street i APPROVED BY: C.E.M. ENGINEER Fredericksburg, Virginia 22404 Winchester, Virginia 22601 2 OF 20 540 898-2115 540 667-21391 FREDERICK COUNTY VIRGINIA - - -------. _ _ ---- - -- ._ -- _--- _. - -- - - ----- - - - -- -- --- - -- -- - _ --- - - ----- - - --- - - - 6I( U IIo GCS PRFSERVATION O Q U O O w O- °- 1 O U U (D '7Z) Q 4'✓ 1ti O d Q) 1 4- zw s (D U \. Q) C O In -EN F-7 OCIATION FOR THEE OF CIVIL WAR SITES, MATCH LINE "D—D" (See Sheet 6) 680-----"— — Q 4 W J I U i 51� Q SHENANDOAH GAS NOTE: SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50' OF THE CENTERLINE OF THE GAS PIPELINE. NO BLASTING WILL BE ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOURS PRIOR TO ANY WORK WITHIN THE GAS RIGHT—OF—WAY (25' FROM CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. #100—1 Denotes FCSA Number Denotes Street Address GRAPHIC SCALE: 1 " = 40' 40 0 40 80 U) Z z O ,.._, E+ a Z W o Z Z c LJ c C Z O O U Q U W W Z 3 3 0 O O U W W W IL d 0- 0 O O _N S)S Ci l yam_y C>1 W O NO r7 0 A r� M M Z •- N N7 U cad O Cd w Cv M I C 10 bi)O U U J aACd ti bt b U w ao�� 1.0 U M �o uv � �GINI wow a- Da0 wiz wow Qpf O �WWO _ z Cn EE--+ QZ � Z O N Q U � 0 P4 W W ~ z 0 U x U w Q w w scale o AS NOTED wWWo c3 F Lj N DRAWING MU C2 C-a�A SHEET CO -tga H Q Q Q 4 of 20 Vi Uj Vi 6 Lij 0 (51 cp Q- z Z 0 E. U] > Now z • mom* Z LLJ 0 0 5Q' PERIMETER B UNDARY ETBACK ......... Lij Z Z Z) 6 66 --- 0 C) ry 6-70 -674 67 '7 6 10 Ld C-7 D D 662 a ej X. X. . . warn 388 387 MH F- 0 1 390 1 Ri :4 392 1 391 1 Inv 1; 6 1 -w Q 0 n �Inv Out) 660 0 Cc -4 00 ol ol do En CQ I Rd jer Ave U, f 15 1 n 4 #166 1 #162 #160 1 1 0 1 64 nd Se #168 Cr BEND 1 67 2 --- CM 4-j cc CC! -7 6 2-8"22 1 2° Cn \ BENDS C: P M H F - 2 4 59 QD 18+09.68 'Ri 670 10 1 �163 0 TMZ-- - M -44 --t) '0 CQ DWl t . Inv(Ou —6-6-5 CC— ----3ST 11� aA CV 0 < 20 6 C: < tw Water Ti4,ht/ Q, r- rn q% 201 S Es Frame a�d Cover .-----___ 0.2 coo J t k 11 1/4' Rim=669t 0 V,-, Lli Inv(ln)=66 70 EAD Inv(O t)= 63.50 POWER Ins Water U-) I F ra me q� d ove r PT 2 --- 0 58.11 ------- On Ex. �MZm4cK �Ie 9- N 1,4 416 00 Rim=662.75 -Z -j nv-(l n) = 656.50(2) Tut)--- 5 6 -JnvL .30 111� WfV ZO w < Cn 0 0 < �; w 0 412 L, I LOL LZL, Jq MH F-10 < cc) 13- 41 471 # 126 Rim=673.22 cc 4,Qy�Out)=667.1 2 Cp opvpy 0 3 124 470 1-8_#118 2 + 13. 0`c �, \ a +7 ve Ue > e O�) raq z 2 /0 .00, SHENANDOAH GAS NOTE: co CL 1 SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS 123 2 1 PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50' OF THE co #1 9 1 #117 100, z CENTERLINE OF THE GAS PIPELINE. NO BLASTING WILL BE (ZD + vj- ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. E---4 < 81 1 U X 519 1z N, 0 CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOURS 11-1 GO 0 520 PRIOR TO ANY WORK WITHIN THE GAS RIGHT-OF-WAY (25' FROM 521 C, C, CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION w Lij E- 522 /7 smt- 1 52,3 PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. z V) � 1> 0 IS 1-111 M CP - #100— 1 x 5 1 13 1 Ri 511 In 0. j1nV ut)=670.50 509 01 CP Denotes FCSA Number 510 scale Ln ew 1 y 1 508 Denotes Street Address C'j AS NOTED #104 14 12 #110 #1 r) DRAWING - — — — — — — — — — — — — — — — — -- t ---- C3 �4 ...... --.��WH F 7T . . . . . . . . . . . . GRAPHIC SCALE: 40' 40 0 40 80 Z SHEET MATCH LINE "D—D" (See Sheet 7) 5 OF 20 MATCH LINE "D— D" (See Sheet 4) r,� ___-Dra age sm I M H F- 7 cv .� q I `'10- j Rim=672.71 \ 6 Fsp Inv In)=664.02 (2) -_ - -__ �2 _ Inv�Out)=663.82 �\ _' _ ' �� j` �� _L0 1-7 �\EsMt. N M H F \ \ `9 T' ---__ _ _ N c5�� ., \\\ I n v I n) �-6 Qj . 55 4 �) - 9 # i 1 71 f� Z MH F 8 s- Inv Out =6t 35 ` -_/ O Rim=679.09 _ _ .. co - \\ \\ _ _ �6 r �. Inv In)=672.1.,5 - - ---_.. -'-\\\� \ 196 Inv0Q=.6+7_:1•'95 N �. 3 \ \ �� / -- I .. 7 I \ O — �� \� e ter Tight LLB 1 / \,\` 00 18 \ d- \ `-- �' - G `` \\ 'Fr mom- and Cover LL J '�� v I n T 6 6 0.13-- 2`) I \ rn "-- ---- - 00 I nv O t)=�59.9 6 1 Z W 0 U J Q U3 z 0LLJ z 0 H 5 w a � Uj A � Z Q 0 wWW Z 0 W W W Z Z Z Z 3 3 3 0 0 0 0 0 } _r ! ' �. \ \\ \ W W W W W � --r � � � (ram �� \~``` `.� - 4 +00 I cn cn v� cn (` M ---- CD 00 N LO c,� M H F- 4pall, O/ d- (x) 0\ x `� cv �`�'- -- }35 68 k �� e� �' Inv In)=659.01 4j C cQ � � � �� i-•.._, Inv Out) - 658.81 � • -+ d, Cd �. _ 2-8 22 1/ 2° cA -,Nub r B Al N A GJ_ ( U) co ban - Lf)°� PC 44+28.08 �: I o • i v i � �,..,�1i N U U Cr � , � � N M H F-14 I � Rim = 665.48 U . M M Q n Inv(In)=660.73 QV 1n�( t)=660.53 • •. I -------__ _ — CN cv 1 d F-18 �, e 67 �� h „, \ , p Ln m= �7 ` 40'R Ri d Q0 I — � I n ut�f = 7.86 ` N szVO xhC N I W d, Rim=679.58 1 ° _ + ��2\J� —� ,� .� a Cd Inv(Out)=673.58 I � ,' ; . — ��S /,�- 10 r tp bt LO Q � ......• �., a W � � ©.� �- '� I� G � A w 12 70.57 Ij ., 2 -7- _ - - 1 MH F-16 _; -6� /r-- ` Inv In)=664.59 ( Wwoo I 8 s 2 1 2° -_ - _ '� f '� - ' i ` - `" -' ...� Inv�Out)=664.39 ..y r N o �" / Inv(0ut) 665.85 . `� - '' '!�� 6 %0-- - - ZJ-1:`49. 68 Artifact --eve n u e __1 N ^�-------- -- _ / d8_ 6:-59 _ �g e n cy Lakeg.,--0� l � �r��" r� VV G.V. & BOX -'' ter•.' MOVE E) ISTING BLOWOFF--VAVE' ■�'� -- I rn - ��t1rV �r I �1 38+2 /7 .19 I rY��:F ��lr � CL co SHENANDOAH GAS NOTE: W �, ``.__- ' ,• r� �//A !� a SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS coCD z w oo i` PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50 OF THE 00 yNd rO O � _ CENTERLINE OF THE GAS PIPELINE. NO BLASTING WILL BE H Q ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. U - - - _ iW 0 CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOURS !!� _----•- =_�� y PRIOR TO ANY WORK WITHIN THE GAS RIGHT-OF-WAY (25' FROM Ld y CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION Z PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. U <#100- 1 ,, x Denotes FCSA Number w I � I v Denotes Street Address scale \ I / a AS NOTED I / CQ DRAWING C4 GRAPHIC SCALE: 1 " = 40' w A 40 0 40 80 z SHEET co / W t a Q ra!�Q 6 OF 20 MATCH LINE "D—D" (See Sheet 5) 6 o -r 6/4 -—�M Fes-• o o� Tight Fram and Cover o ---- Rim = 6 68.5 e� a ► 70 o Inv 5.55 1 �- F l- �' �i72 _ - -- -+--- I 1 o O -fT v I n) = 5 5.7 2) - - 1 \ ,_ • 10 �. � # � 03 a \ �_ ----- �- - \ ` Water Tight 5 �� . ,fir--�_� 4++0 and Cover o :F - ` C` 5 Rim 664.50 7 1 1 # 1 13 1 1 1 09 1 # 1 53 \. Inv In)=655.00 # # 1 06 - !' ` Inv Out=654.80 z b _ ) O I I I I �' c PC - \ z � I E'� _ 1LIJ 503 5 ur p y �.. 5 M I ° oc ..------ry i-_ 499 50 501 5020 Co s v nue �__ - ,- 66G \ A .--' Ex. � a Z o _ W Rim 665.58 �67 + J 1 _J - E' 5� p " -- 1 Inv I �=656. 653. �MH F-1) Q o Inv MH M) w i 00 �� x \ Inv ut)=65 5 w z z Z --47"0�.� �� 48 01 s - 40 R UJ S64'21'32' _1r�t --` g pkA$ DPC -4488 ��--_- _ o END V ME M H F 1 0 O -> r-� • Water Tight U .O 2 1 2 Fra d Cover i 1'111=66 P-•+ Tight BEN Inv In)=654. �" -.•� Frame and Cover n3ut)=65 .2 �° b U I Rim=668.57�0 S U 0 a .� do, Ii I n> Lo �0'�; Inv �Out�) 657.2 I Cd 01 1 < --` / 1 � MH F-1 1 `ti -_ -I"01 I Rim=665.08 ,a = I Inv Out=659.00 ( ) 1 o 1 CQ I Cd co r-C .1 CO I t &4 in EXISTING WEST _4 �G1Nlq �Q �� REGENCY LAKE w ��o�zoW05 2 ~ Q�` V wow (W,L,=659.10) W02 I wW � OWW00 000000 00000 00000 I i SHENANDOAH GAS NOTE: 000000 SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS z j I �, PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50' OF THE I /� w a. I �f CENTERLINE OF THE GAS PIPELINE. NO BLASTING WILL BE W0000010 ., ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. (' I 000000 CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOURS Q PRIOR TO ANY WORK WITHIN THE GAS RIGHT—OF—WAY (25' FROM H Q i -- _--T'`- ~`--- CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION U (� PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. U P4 L j Denotes FCSA Number x __ Denotes Street Address Q w --------- _ "_.__ �`'scale AS NOTED 'Jrlve a.4 , -". DRAWING -- = GRAPHIC SCALE: 1 " = 40' Q 4--- _ 40 0 40 80 Q SHEET U1 0-4 E-+ 7 of 20 i ASSOCIATION FOR THE PRESERVATION OF CIVIL WAR SITES, INC. Zoned: RP Use: Vacant PIN: 54-A-88/90 0 rn t��r428 BUFFER W/ DSCAPE SCREEN a Q w w CL LU 07 zC/) ° 00 � Of o � � Q LL_ o � N�� d L1J o I `C L O O Q of 50' PERIMETER BOUNDARY SETBACK CURVE DATA CURVE I RADIUS LENGTH TANGENT CHORD BEARING DELTA A 220.00' 254.42' 143.58' 240.48' N21'54'24"W 66"15'40" B 90.00' 141.24' 89.86' 127.18' S80'00'22"W 89'54'49" C 60.00' 87,61' 53.71' 80.03' S06'46'58"E 83'39'51 " D 500.00' 51.01' 25.53' 50.99' S45'41'33"E 05'50'42" E 50.00' 78.54' 50.00' 70.71' S56'13'26"W 90'00'00" F 1 80.00' 248.43' 148.59' 229.18' N74'10'41 "E 79'04'44" G 75.00' 95.83' 55.71' 89.44' S43'18'49"E 73'12'26" H 100.00' 72.88' 38.15' 71.28' N 14' 10' 1 1 "E 41'45'33" 1 1354.00' 526.00' 266.36' 522.70' N64'56'58"W 22"15'30" J 1 1: 50.00' 231.59' 1 146.02' 209.26' N09'35'27" W 88'27'33" _ z DATA LINE _LINE DIRECTION _ DISTANCE 1 N11'13 26"E 193.27' 10 N11'13'26'E 146.15' 1 b N1 1'13'26"E 47.13' 2 N55'02'14"W 442.01' 2a N55'02' 14"W 127.23' 2b N55'02' 14"W 334.66' 3 N55'02' 14"W 393.67' 3a N55'02' 14"W 213.53' 3b N55'02'14"W 180.14' 4 S35'02'57"W 712.40' 5 S42'46'12"E 74.05' 6 S11'13'26"W 48,21' 7 N78'46'34"W 70.38' 8 N34'38'20"E 115,85' 9 S66'16'57"E 313.75' 10 S06'42'36"E 63.28' 11 S79'55'02"E 232.58' 12 N06'42'36"W 62.79' 13 N35'02'57"E 562.03' 14 N34'38'20"E 115.44' 15 N34'38'20"E 503.77' 18 FIDDLER AVENUE COMSTOCK COURT FIDDLER �-- AVENUE - E ARTIFACT AVENUE AVERELL AVENUE ARTI FACT AVENUE LOT CALCULATIONS L t (sf) e (Acres) s) 387 6,240 0.14 388 6,240 0,14 389 6,240 0.14 390 1 6,240 0.14 391 6,240 0,14 392 6,660 0.16 393 6,599 0.15 394 7,961 0.19 395 10,911 0.25 396 10,646 0.25 397 6,422 0.15 398 11,679 0.27 399 9,642 0.22 400 7,142 0.16 401 6,616 0.15 402 14,667 0.34 403 7,359 0.17 404 6,240 0.14 405 6,329 0.15 406 6,720 0.16 407 1 7,809 0.18 408 9,222 0.21 4.09 9.528 0.22 410 8,436 0.19 411 7,214 0.17 412 6,715 0.15 413 7,993 0.18 414 6,436 0.15 415 7,454 0.17 416 6,314 0.15 417 6,291 0.14 418 7,822 0.18 419 7,271 0.17 420 9,637 0.22 421 5,567 0.13 422 5,638 0.13 423 71789 0.18 424 6,194 0.14 425 6,171 0.14 426 6,147 0.14 427 6,124 1 0.14 428 6,101 1 0.14 429 6,077 0.14 430 71167 0.16 431 8,225 0.19 432 8,588 0.19 433 8,505 0.19 434 6,713 0.15 435 6,232 0.14 436 5,980 0.14 437 5,980 0.14 438 6,440 0.15 439 6,440 0.15 440 5,980 0.14 441 5,980 0.14 442 5,980 0.14 443 5,980 0.14 444 5,980 0.14 445 5,980 0.14 446 5,980 0.14 447 5,980 0.14 448 7,063 0.16 449 9,238 0.22 450 6,240 0.14 451 6.240 0.14 452 6,240 0.14 453 6,240 0.14 454 6,240 0.14 455 6.240 0.14 456 6,240 0.14 REQUIRED OFF-STREET PARKING: 2 PER UNIT PROVIDED OFF-STREET PARKING: 2 PER UNIT TYPICAL DRIVEWAY LAYOUT SCALE: 1 "=40' ARTIFACT AVENUE DRAPER AVENUE CHAMBERLAIN COURT DRAPER AVENUE ARTIFACT AVENUE AVERELL AVENUE ARTIFACT AVENUE ILOT CALCULATIONS Lot # Area (sf) Area (Acres) 457 6,720 0.16 458 7,200 0.17 459 6,720 0.16 460 6,240 0.14 461 6,240 0.14 462 6,240 0.14 463 7,400 0.17 464 8,490 0.20 465 6,240 0.14 466 6,240 0.14 467 6,240 0.14 468 6,720 0.16 469 6,720 0.16 470 6,240 0.14 471 6,240 0.14 472 6,241 0,14 473 8,575 0.20 474 16,223 0.38 475 8,373 0.19 476 9,647 0.22 477 8,134 0.19 478 7,344 0.17 479 7,344 0.17 480 13,679 0.31 481 12,214 0.28 482 9,524 0.22 483 6,240 0.14 484 6,240 0.14 485 6,240 0.14 486 6,102 0.14 487 5,489 0.13 488 4,842 0.11 489 7,121 0.16 490 5,720 0.13 491 7,137 0.17 492 5,310 0.12 493 5,530 0.13 494 8,090 0.19 495 8,744 0.20 496 7,891 0.18 497 7,075 0.16 498 6,547 0.15 499 6,037 0.14 500 5,707 0.13 501 5,356 0.12 502 5,939 0.14 503 6,501 0.14 504 5,276 0.12 505 5,276 0.12 506 7,997 0.18 507 6,896 0.16 508 7,909 0.18 509 6,314 0.14 510 6,444 0,15 511 6,081 0.14 512 6,201 0.14 513 6,223 0.14 514 4,708 0.11 515 8,187 0.19 516 7,487 0.17 517 5,980 0.14 518 5,980 0.14 519 5,980 0.14 520 5,980 0.14 521 5,980 0,14 522 5,980 0.14 523 6,180 0.14 524 7,522 0.17 525 5,929 0.13 NOTE: ALL LOT DATA IS PRELIMINARY. SEE RECORD PLATS FOR ACTUAL LOT INFO. 80, 6' 8' SINGLE WTID * 14' 6' 34' 12' 60' 26' 8' 0_ - 28' DOUBLE WIDE 6' - 2 4' 12' 80, 6' 8' 4' - 28' DOUBLE WIDE 6' 3 4' 12' TYPICAL UNITS SCALE: 1 "=40' TYPICAL UNIT HEIGHT IS 14'. GRAPHIC SCALE: 1 " = 80' 80 0 80 160 REVISIONS ,loB No. r H F P �' �� C7 �_ o CERTI C. FCA�E ENO v 70 1 7` 2�-b'� REGISTERED PROFESSIONAL ENGINEER �n , °� -� �' y d m. s s o c i a t e s 9 inc. En ineers - La Pzs Water QualityC6 g ' 150-C Olde Greenwich Dr. 7 �y�+ P.O. Box 781 ��jy9 117 East Piccadilly Street Fredericksburg, Virginia 22404 ' Winchester, Virginia 22601 540 898-2115 540 667-2139 REGENCY LAKES ESTATES SECTION "F" SITE STAKEOUT PLAN FREDERICK COUNTY VIRGINIA scale AS NOTED no. date description by ckd. DATE: MARCH, 2002 1 7/9/02 REVISED PER OWNER COMMENTS E.D.H. S.E.D. DRAWING SHEET 8 OF 20 2 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. Q.J.S. DESIGNED BY: C.E.M. DRAWN BY: TEAM APPROVED BY: C.E.M. 0 a) rn CY) M 0) CY) rn J J 00 00 CQ cn a cn CD cn a O 00 0+00=1 46.15 Artifact Ave. _ °° 670.75 0+10 Gate Vale 670.54 1 - & Box 0+44= 671.26 - 1 -Fire Hyd.Assy. '-1- � C + oq 672.15 0 10, 0 1 +25= .V.C. I 672.60 min. < 672.96 1 +75= .V.I.(673.5 ) o aII o rn II < D 673.15 CD-1 1 +89.2 1 =H.P. < C,,� N)00 II II N + 00 J Q0 a, 673.16 O O ` + W J 2+25= .V.R.0 1 0 o U' 673.00 0 O 0 D „ cD-2 2+47.86 L.P. < <_ 672.89 2+66=C lvert No. mi ELEV. 672.89 m ew CD ii II < > 673.05 8"San. 2+75=P V.I.(672.50 - \ y NiiA II II + o 00 0, �, 673.48 O + 3+25= .V.T. o 674.19 675.03 k c� + ° 676.72 0 0 4+25= .V.C. 677.56 CD-1 < 678.36 4+75= .V.I.(679.2 ) 0 CD II m II < D 679.08 � < o J 679.71 + o, CA CT0 a, CD-1 5+25= .V.T. U' 680.25 5+26.0 =P.C.C. 680.27 1-8" 11 1 /4° Bend 680.75 D \ TI 1 -8" 22 / 1 2° Bend:cl�681.75 � 1 + -0 0 0 Z -' ' o 682.75 - en 6" min. +I 1 683.75 0 0 7+25= .V.C. 1 -8" 22 1 /2° Bend 684.25 7+44.31 =MH #F= 3 Inv.Out 678.00 Rim c - < i 684.63 - < D W 7+75=P.V.I.(685.2 ) 7 75.88=H. . o o II I1 r 1 < D 684.69 684.76 o ELEV. 684.7 �, < co II II 0 a, 684.64 O O + 8+25=P V.T. 1 -Fire Hydrant A s. 684.28 CD-1 1 -8" Gate Valve & Box 683.80 8+63.0 1 -8 Tee 683.55 8+73.0 =8+89.70 Artifact Ave. -8" Tee 683.76 8+83.0 _683.55 Valve & Box 683.20 + 0 0 ' 0 0 0 682.15 rn / Q x l N O CO / CD �n 00 0 681 .1 1 + 0 O Cf) o / N / 680.07 10+75= .V.C. 679.54 Inv.Ou 672.50 _ 10+98.11 =MH #F-2 . _ _ Rim : 679.13 0 1 1 +03= ulvert No. 9 678.62 o FT t� N 11 + 2 5 = .V.1. (678. 0) I 1 1 +33.1 =L.P. C II 'I 678.95 < J li II CD-2 ELEV. 6 8.94 n Co 00 678.99 + 11 +75=P.M. ` f j 679.25 ` 18" N min 679.62 + O O CD-1 C3� O O 1 8" Gate'Valve & Box Sa -JOINT F PIPE680.37 12+62.39 1 -Blow-Off Assy. 680.56 1 rn � 0') 00 CC) co O CJt 0 Ui O VERTICAL GRAPHIC SCALE: -1" = 5'-0" D 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " = 50' 0 0 50 100 DESIGNED BY: C.E.M. DRAWN BY: TEAM APPROVED BY: C.E.M. DATE: MARCH, 2002 d z 171TI v �, N y z � M � O � REGENCY LAKES ESTATES SECTION TI$ ROAD & UTILITY PROFILES FREDERICK COUNTY 0 D 00 X I� + Zo 0 0 O C 0 0 0 w O 0 41. O 0 0 0 0 a CY) M rn rn CD � o cr O cn O 3+91.68 1-Fire ran ssy _ c -o 667.00 3+75=P V.T. s - 668.45 3+25=P. {.(670.25) •II o I f O I I rrrl < D 679.56 (f) 00 (_00 < c-n it Ii M W 670.33 I 0 + N 2+75=P. .C. N _ Cn 670.75 lnv.OuL 664.40 36 671.00 2+38.69 MH F-1 664.60 1 Rim 670.57 Cn= 671.25 Inv.ln CD i J' 671.50 O _ 1 8" 4 ch ° Bend °1 ► 671.75 1 +59.1 1 P.T. Q0 - 671.91 672.00 1 +25=P V.T 11 1014 D-1 -a 672.25 Inv.Ou 665.85 \ < 0+97.93 MH #F-16 Rim 671J38 - < 672.41 _ 0+89.84=I . P > M 0+75=P V.I. (672.75) NV. 672.43 0 o ii II < > 672.39 0+63.28 P.C. 4_ 672.33 - 00 n o 672.20 p N + 0+25=P. .0 o� I J cn cs 671.83 0+1 1 -1 -8' Tee _ 671.57 0+00=4 +67.68 - a e valves oxes 671.80 0+ 1 1 Regency Lakes Dr. 671.57 0 0 I `D °m N i o m Q X. 672.39 0+61=C Ivert No. 1 -Fire 672.65 1-0 + 1- " 22 1 /2° Bend 0+83.17 MH #F-1 67.86 - Rim j1� .08 _= Inv.Out 67 1 +00=P. .C. 673.43 1- " 22 1 B n 00 673.77 1 +35.68 P.T. 1 +35.8 -H.P. � 673.81 ELEV. 73.81 c < 673.75 < D - 1 +75=P V.I.(675.00) �0 u' l II m 673.36 CD < D II <, �it II Cp 672.60 c i -: v1 + o 671.48 a 2+50=P. .R.C. / °� 670.00 V� 668.62 - < 667.82 m 3+22=Cult' rt No.4 665.00) ( - H F-6 3 22.12=L.F C-n� oil II y < 0 ' oc °o r- < II If Rim M CJ 66 Ti i � .18 m= 667.60 3+25=P.V.. E EV. 667.E - 667.96 3+38.73= Inv.Out 661.35 Inv.ln 661.55(3) oo `s V 668.89 4+00=P V.R.C. Pr' 670.40 0 o < � - < 672.04 CD-1 �(A � D M 4+50=P. I.(674.00 a oo it (!? it < -I 673.36 -1 < ca II II w � 0 w ,l 674.35 'o 5+00= .V.T. 0 00 0 675.03 &I e, 0 CD- 676.05 a N 1 / N 0 677.08 c� 6" min. 678.11 1-8"G to Valve 6+87.71 & Box 678.88 6+97.7 =1 1 +03.2 Artifact Ave. 679.09 MH F-17 Inv.Out Inv.In 666.12 - Rim I 673.45 679.25 Inv.ln 666.32 OF gilbert w. cli O � C.E. MADD X, JR. Z Engineers - La o CERTIFICATE NO. 7091 i. Zr-e:::�73 150-C Olde Greenwich Dr. REGISTERED P.O. Box 781 PROFESSIONAL g ENGINEER � g Fredericksburg, Virginia 2 VIRGINIA (540) 898-2115 00 0 cry o cs 0 REVISIONS s s o c i a t e s, inc. 110. DATE DESCRIPTION 1 1 7/9/02 REVISED PER OWNER, VDOT, AND FIRE MARSHALL COMMENTS Water Quality 2 j 7/17/03 REVISED PER COUNTY COMMENTS 117, st Piccadilly Street Winchester, Virginia 22601 (540) 667-2139 BY C ID E.D.H. S.E.D. D.R.O. D.J.S. 0 0 O + O 0 + O 0 0 0 0 O 0 O 0 b1i 0 0 O 0 m (3) 0) o-) (3) M (3) M 0') Cn Cn 0) O) 00 CO Co O Ui O CD O Cn O U O I 0 Regency Lakes Drive Inv.Out 657.29 Rim Inv.ln 657.49(2) _ Water T ght 668.57 _ Frame and Cover s l a 0 AverEll Avenue 8' Water Main \ 0 ❑ co a i t I Inv.Out 670.50 70.70 _ _ _ Rim N = I nv.l n I 1 677.50 I \ Cry 1 X 00 ❑ — W C 5} L❑ Q N O \ 1 I ❑ O \ Q _0 0 o c>7 a 8' Water Main Averell Avenue Inv.Out 678.00 _ — _ w = Rim 684.02 I �I G) 0') rn Cn J cs o 01 o cn 0) 0) cn � � 00 cn O (n o Water Tight Inv.Out 659.96 Frame and Cove Rim Inv.ln 66016(2) 664.88 U'= Ex. 36" CMP J Inv.1n = E59.46 Inv.Out 660.53 ° \ Rim j 665.48 Inv.ln 660.73 D c-) D eg ncy La es Drive 0 0 CD 6) Q- �" N C" Q \ G7 Fri -' -S X Cp O Inv.Out 6 34.39 Rim 670.57 I nv.1 n 664.59 Cn = 4 c0 I" L ` 00 nnn000 (A 0Cl 1 6" Water Main a I , Chamberlain Court &65.85 Rirn i 671.88 rn0) O a, CD 0) 0) 00 cn 0 cn O Cn O DESIGNED BY: C.E.I. REGENCY LAKES ESTATES DRAWN BY: TEAM „ „ SECTION F APPROVED BY: C.E.M. DATE: MARCH, 2002 SANITARY SEWER PROFILES ' D O y O Z oZ N G� M FREDERICK COUNTY VIR_ GINIA o-) M 00 co O cn N + 0 0 w 0 0 + O O + 0 0 0 0 0 0 0 + O O N O O CA O O M rn Cn o MATCH o LIl M M M M M M Cif M o c}� O O cn 0 cn co 1nv.0ut 661.35 1 nv. n o 667.18 °' 8" Water Mai Draper Avenue 0 0 Dn 1 O (-) _0 ❑ O n N C/) I En C)C" U N 0 p CU 0 M X. I Q I C0 1nv.0ut 663.82 .02 (2) FNIrT 672. 1 v= Inv.ln 66 _ 8' Water Mc in I ( A tifact Ave. f m 0) o) cn O cn o T OFgilbert w, clX, JR. Z Engineers — Lard/d E NO. — "�-3 150—C Olde Greenwich Dr.RED P.O. Bo% 781 NAL Fredericksbur Vir inia 224 ER g� g (540) 898-2115 J cn o O0 MATCH cn LINE M U' 0') __j 0 0 0 GRAPHIC VERTICAL SCALE: 1 " = 5'-0" 5 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " = 50, 50 0 50 100 REVISIONS L s s o c i a t e s, inc. NO. DATE DESCRIPTION BY CKD 1 7/9/02 REVISED PER OWNER AND VDOT COMMENTS E.D.H. S.E.D. ` Water Quality 2 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. D.J.S. *ast Piccadilly Street 1�r'4 Winchester, Virginia 22601 (540) 667-2139 Drainage Area Summary Hydraulic Design Summary (n= 0. 013 for RCP, n= 0. 024 for CMP) Area Acres C CA Hi Elev. Lo Elev. dE L(ft) Tc Culvert From Acc. CA Acc. Tc i(2) i(10) Q(2) Q(10) Inv.In Inv. Out L(ft) D(in) Type S(%) Q(des) V(2) V(10) HW/D HW Elev. A 17.30 0.40 6.92 699 670 29 1,425 9 1 A 6.92 9 4.3 5.7 29.8 39.4 670.00 667.50 117 27 RCP 2.14 45.3 12.2 12.8 2.2 675.0 B 2.22 0.40 0.89 685 672 13 320 5 2 A-8 7.81 10 4.1 5.5 32.0 43.0 667.25 666.50 65 30 RCP 1.15 44.0 9.8 10.2 C 2.68 0.40 1.07 684 668 16 335 5 3 C 1.07 5 5.3 6.8 5.7 7.3 667.63 666.63 55 18 CMP 1.82 7.7 4.8 4.9 1.1 669.3 D 4.00 0.40 1.60 684 663 21 365 5 4 A-D 10.48 13 3.6 4.9 37.7 51.4 663.41 662.84 60 49x33 CMPA 0.95 53.1 6.0 6.3 1.3 667.0 E 0.91 0.40 0.36 684 669 15 190 5 5 E 0.36 5 5.3 6.8 1.9 2.5 669.05 668.72 41 15 CMP 0.80 3.1 2.7 2.8 0.75 670.0 F 0.36 0.40 0.14 683 670 13 210 5 6 F 0.14 5 5.3 6.8 0.7 1.0 670.08 669.75 41 15 CMP 0.80 3.1 2.1 2.3 0.4 670.6 G 1.78 0.40 0.71 685 670 15 500 5 7 G 0.71 5 5.3 6.8 3.8 4.8 670.04 668.97 47 15 CMP 2.28 5.3 4.7 4.9 1.1 671.4 H 1.56 0.40 0.62 685 668 17 770 6 8 H 0.62 6 5.0 6.5 3.1 4.0 668.28 657.61 44 15 CMP 1.52 4.3 3.8 4.0 1.0 669.5 1 2.11 0.40 0.84 685 676 9 310 5 9 1 0.84 5 5.3 6.8 4.5 5.7 675.89 675.23 46 18 CMP 1.43 6.8 4.1 4.3 0.95 677.3 J 3.49 0.40 1.40 683 666 17 560 5 10 1-1 2.24 5 5.3 6.8 11.9 15.2 666.13 665.13 51 24 CMP 1.96 17.2 5.9 6.2 1.1 668.3 K 1 39.10 1 0.40 1 15.64 1 697 660 37 1,965 12 11 K 15.64 12 3.8 5.1 59.4 79.8 660.28 658.75 140 48 CMP 1.09 81.2 7.1 7.4 1.1 664.7 � h a) N r- N h cn M t 7 M 0 h I l cD h cD � cD a) c0 o' O O d O cD O o' d O cD h cD cD h cD h cD CD a a Proposed - �- N h h h h h (0 co � �� 675 �- 0 Grade _-.--- 675 675 � � � � � 675 670 cD `o Proposed � cD 670 Existing 40' 25' ---" Proposed G rade Grade Grade 29' 26' � 29' 31, _ - Existing 670 - _. 670 670 Existing Grade 670 665 Grade 665 -- " Inv.663.13 Inv.667.1 6 665 Inv.666.99 665 665- 665 660 660 c '�' 60'-49"x33" CMPA @ 0.95% °N° Ln 65'-30"� RCP © 1.15% N 117'-27"0 RCP ® 2.14% o0 0 55'-18"S� CMP 1.82% 'D o c � � Ln a �� I� h _ 4.1 o� ( cD h cD Q) ,� c a) c o cn a) O c oo n cO c c c c W c w 00 (n 00 = w co CULVERT NO. 2 CULVERT NO. 1 CULVERT NO. 4 12+59 Artifact Avenue CULVERT NO. 3 3+22 Draper Avenue Skew 31'53' Left 16+33 Artifact Avenue Skew 29'34' Right Existing cND Q °�'� co rn Propose rn Iq CDr� � no - `- '- 680 Grade r� � �� cD (D co cD co 680 675 �� CD tD cD cD CD Proposed 675 675 Grade �r- cD CD _ h cD or- cD CD 675 r- � � r- cho 680 Grade680 Existing Existing25 22 _,.._ ___ Gra e 23' 21' Grade 20' 21' - ExistingGrade Pro osed P675e 675d \-G -__ 675 670 _- 670 670 670 Grade.0 20' 21 ' i _- _.._675 SV _ 1nv.669.54 c .a Inv.667.96 670 670 665 ,�I ; I 47 -15 CMP 41 665 665 665 670 670 Q 2.28% 44'-15"0 CMP �I Inv.669.92 - m ° @ 1.52% a? ao N n r- Cd Inv.668.89 c� N 665 0 a 41'-15"0 CMP Q0 Q- 665 cD � 41 N N 665 Ln _6h O o od -6 665 ` I Q) © 0.80% w )cif D c a > cn C: > u7 � 41'-15"0 CMP cD CT _ N o C W W © 0.80% � o o N c �Cn I - - cN 5 I I 5 I c w - c - ``' CULVERT NO. 7 CULVERT NO. 8 c w 00 C: w CULVERT NO. 6 2+66 Averell Avenue 0+44 Averell Avenue CULVERT NO. 5 0+61 Draper Avenue Skew 14'26' Left 22+94 Artifact Avenue cD rn O rn cc cD rn O '0' (D �n co 00 �n h a h Ln 0a 0) ao Ln 00 00 rn 00 00 m Q) O (D M Q) N d N O) h h h h h cD cD h cD ('o U cD cD CD to cD to cD cD c0 cD cD cD cD cD 670 cD cD cD cD cD 670 tD (D cD cD cD Proposed Proposed f 22 _ . 24 _ Grade 109' Grade 31 ' 27 24 Proposed 680 Existing Grade Grade 680 670 Existing Grade - -- 670 665 Existing 665 Grade 675 675 665 665 660 660 Inv.675.57 Inv.665.66 w _ Inv.659.94 � c c CMP c Ln P0N Ln o 0 - I . 00 - cl)cD 660 0- aD @ 1.96% cD Q- 660 658.33 00 n 140'-48"0 CMP ® 1.09% a "046'-18"0 ! -a°^ � v `° 480 CMP o (D 0)Ln N6 QcD I I ? N °o c N c N ao a N _C w a0 c W ? I c I w 'c w CULVERT No. 9 c w w 1 1 +03 Averell Avenue CULVERT NO. 10 CULVERT NO. 11 19+00 Fiddler Avenue 15+25 Fiddler Avenue REVISIONS no. date description 1 7/17/031 REVISED PER COUNTY COMMENTS JOB NO. by ckd. D.R.O. D.J.S. I DATE: MARCH, 2002 DESIGNED BY: C.E.M. DRAWN BY: TEAM APPROVED BY: C.E.M. rC. H OF M A D D X, JR. z o CERTIFICATE NO. - v 70 1� R�GIS ERED PROFESSIONAL ENGINEER _,4ZF/ filbert w. clif Engineers - 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 �socia-tes, ater Quality REGENCY LAKES ESTATES inc. SECTION "F" 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY CULVERT PROFILES GRAPHIC SCALE: 1" = 20' 20 0 20 40 scale AS NOTED VIRGINIA DRAWING C11 SHEET 13 of 20 r IFFER W/ CAPE SCREEN i u 'ca ~ ti 1 641 1 1 Uj N \ 2 d OP IP f t Regency Lakes Estates Section F Culvert Inlet Protection (CIP) Sediment Trap Type Trap @ STR 1 Culvert Inlet Sediment Trap Trap @ STR 3 Culvert Inlet Sediment Trap 16.1 Trap @ STR 4 Culvert Inlet Sediment Trap 4.9 Trap @ STR 5 Culvert Inlet Sediment Trap 515 Trap @ STR 6 Culvert Inlet Sediment Trap 2.2 Regency Lakes Estates Section F Culvert Inlet Protection (CIP) Sediment Trap Type TOP LENGTH, A (FFET) TOP BERM WIDTH, W (FEET) 75 2.5 2.0 2.0 2.0 TOP LENGTH, A (FFET] RIP RAP TOP WIDTH,B (FEET) 1.5 1.5 1.0 1.0 1.0 TOP BERM WIDTH, W (FEET) HEIGHT TO OUTLET BOTTOM, HO(FEET) 3.0 2.5 2.0 2.0 1.5 RIP RAP TOP WIDTH,B (FEET) HEIGHT OF BERM, H (FEET) 3.0 2.5 2.0 2.0 1.5 HEIGHT TO OUTLET BOTTOM, HO(FEET) BERM TOP ELEVATION, C (FEET) 677.95 671.78 669.85 671.99 672,08 HEIGHT OF BERM, H (FEET) OUTLET ELEVATION, D (FEET) 673.00 670.13 665,41 671,05 671.58 BERM TOP ELEVATION, C (FEET) WET STORAGE TOP ELEVATION, E (FEET) 670,00 667.63 663.41 669,05 670.08 OUTLET ELEVATION, D (FEET) TRAP BOTTOM ELEVATION, F (FEET) 666,00 663.63 659,41 665.05 666.08 WET STORAGE TOP ELEVATION, E (FEET) TRAP BOTTOM ELEVATION, F (FEET) Trap @ STR 7 Trap @ STR 8 Trap @ STR 9 Trap @ STR 10 Trap @ STR 11 Culvert Inlet Culvert Inlet Culvert Inlet Culvert Inlet Culvert Inlet Sediment Sediment Trap Type Sediment Trap 10,7 Sediment Trap 9.4 Sediment Trap 12.7 Sediment Trap 18.0 Trap 18.0 TOP LENGTH, A (FFET) TOP BERM WIDTH, W (FEET) 2.5 2.5 2,5 2.5 2.5 RIP RAP TOP WIDTH,B (FEET) 1.5 1.5 15 1.5 1,5 HEIGHT TO OUTLET BOTTOM, HO(FEET) 2.6 2.5 2.5 2.5 25 HEIGHT OF BERM, H (FEET) 2,5 2.6 2.5 2.5 2.5 BERM TOP ELEVATION, C (FEET) 673.92 672,03 679.82 670.83 667.18 OUTLET ELEVATION, D (FEET) 672.54 670.78 678,39 68W,63 662.78 WET STORAGE TOP ELEVATION, E (FEET) 670.04 668.28 676.89 666.13 660,28 TRAP BOTTOM ELEVATION, F (FEET)l 666,04 664.28 671.89 662.13 656.28 �- ~- Regency Lakes Section F �? Ditch Detail Summary U o Ditch 2 3 4 5 7 9 10 11 Road or lot NIA WA N/A N/A WA NIA WA NIA o Begin Sta Culvert 2 Culvert 3 Culvert 4 Culvert 5 Culvert 7 Culvert 9 Culvert 10 Culvert 11 (� End Sta Ditch 12 Ditch 12 Culvert Sec. E Culvert Sec. E invert Sec. E Ditch 44 Ditch 13 Ditch 13 Side NA WA 0 0 0 0 0 0 Ditch Type Trap Trap Trap V Trap Trap Trap Trap 6= Base Width (ft) 4 2 4 0 2 2 2 4 NDARY SETBACK -� """"SS(x:1) 3 3 3 3 3 3 3 3 d = Depth 2yr +0.5(ft) 1.9 1.3 1 2.0 1.1 1.0 1,2 1.5 1.5 D =Mimimun ditch depth (ft) 2.8 2.2 2.9 2.0 1.9 2.0 2.5 2.5 )7 h Lining Type Grass Grass EC-2 EC-3 Grass EC-2 EC-2 RipRAp f-f l RFC W = Mimimum lining width (ft) 14 10 16 7 8 9 11 14 Anchors per sq yd na na na na na na na na " 2- Year Vel. (ft/sec) 4.14 2.83 1 4.18 5.43 4.04 4.21 4.21 9.97 Lisa's Drive ` TRAP'E' SED. TRAP'A' SED. TRAP "B" SED, TRAP 'C' SED. TRAP •D' @ Ex. CuNert 3 Trap @ End of Ditch 5 Trap @ Ex CuNert 8 Trap @ Ex. CuNert 9 Trap @ Ex. Culven 10 art Inlet ,rent Trap Culvert Inlet Sediment Trap Culvert Inlet Sediment Trap Culvert Inlet Sediment Trap Culvert Inlet Sediment Trap 18 7.2 18 18 8,46 2.5 2.5 2.5 2.5 2.5 1.5 1.5 1.5 1.5 1.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 25 2.5 663.78 663.50 665.71 669.07 668.46 682.78 662.50 661.96 667A9 666.58 660.28 660.00 659.46 664.69 664.08 65628 656.00 655.46 660.69 660.08 EXISTING WEST REGENCY LAKE (W,L,=659.10) i B i STANDARD DITCH SECTION NOT TO SCALE DITCH "41 " DITCH "39" U1 DITCH "13" 0 s Z LINING; W Ditch Lining Erosion Control Legend IP 10 Grass - Temporay Sediment Trap Inlet Protection O EC-2 SF X Reinforced Silt Fence Barrier l�3 EC-3 11 Sediment Trap For New Culvert QSediment Trap For Existing Culvert O Riprap � RFCD Rock Check Dam Outlet Protection OP (EC-1 Rip -Rap) Construction Entrance M All Erosion and Sediment Control Measures to be in accordance with the 1992 Virginia Erosion and Sediment Control Manual. Ditch Detail Summary Ditch 12 13 14 15 16 17 18 19 Road or Lot N/A N/A Artifact Ave ArtifactAve Atifact Ave Artifact Ave ArtifactAve Artifact Ave Begin Sta Inter 2&3 InIer10&11 0+00 5+75 0400 1447 84W 11403 End Sta Culvert 4 Ex CuNert 3 5+75 8+90 1447 8+W 11+03 12+59 Side 0 0 NE NE W SW S S Ditch Type Trap Trap V V Trap Trap V V B= Base Width (ft) 3 2 0 0 2 2 0 0 SS (k 1) 3 3 3 3 3 3 3 3 d = Depth 2yr +0.5(ft) 1.8 1.8 1.1 1.0 1.4 1.3 1.0 0.9 D =Mimimun ditch depth (ft) 2.8 2.8 20 1.9 2.3 2.2 1.9 1.8 Lining Type EC-2 RipRAp Grass Grass Grass Grass Grass Grass W = Mimimum lining width (ft) 14 13 7 7 11 10 7 6 Anchors per sq yd na na na na na na na na 2- Year Vel. (ftlsec) I 5.52 12.17 0.73 1 0.78 r 1.91 1 1.01 0.55 0.93 Ditch Detail Summary Ditch 20 21 22 23 24 25 26 27 Road or Lot Artifact Ave Artffart Ave ArtifactAve ArtifactAve ArtifactAve Artifad Ave Artifact Ave ArtifactAve Begin Sta 9+30 12+59 12+59 14+30 14+30 16+33 16+33 20400 End Sta 12+59 14+30 14+30 16433 16+33 204M 20+00 39+00 side NE SE NW E W E W W Ditch Type V V V V V V V V B= Base Width (it) 0 0 0 0 0 0 0 0 SS (x:1) 3 3 3 3 3 3 3 3 d = Depth 2yr +06(ft) 1.2 1.0 1.3 1.0 1.1 1.0 1.2 1.8 D =Mimimun ditch depth (ft) 2.1 1.9 2.2 1.9 2.0 1.9 2.1 2.7 Lining Type Grass Grass Grass Grass Grass Grass Grass Grass W= Mbimum lining width (it) 8 6 8 6 7 6 7 11 Anchors per sq yd na na na na na na na na 2- Year Vol. (ft/sec) 1.09 0.56 0.77 1.03 1.19 1.05 1.28 0.81 Regency Lakes Section F Ditch Detail Summary Ditch 28 29 30 31 32 33 34 35 Road or Lot Artifact Ave Averell Ave AverellAve AverellAve Avereil Ave AverellAve AverellAve AverellAve Begin Sta W-CO 0-44 1+89 04d4 2+66 2+66 7+76 8+73 End Sta 39+00 1+89 2+66 2+66 7+76 8+73 8473 114M Side E N N S NE SW E W Ditch Type V V V V V V V V B= Base Width (ft) 0 0 0 0 0 0 0 0 SS (0) 3 3 3 3 3 3 3 3 d = Ck�pth 2yr + 0.5(ft) 1.6 1.1 0.9 1.0 1.1 1.1 1 A 1.2 D=Manimun ditch depth (ft) 2.5 2.0 1.8 1.9 2.0 2.0 2.3 2.1 Lining Type Grass Grass Grass Grass Grass Grass Grass Grass W= Mimimum lining width (11) 10 7 6 7 7 7 9 8 Anchors per sq yd na na na na na na na na 2- Year Vel. (R/sec) 0.70 0.99 1.01 0.54 1,05 0.94 1 0.08 1.26 Ditch Detail Summary Ditch Road or Lot Begin Sta End Sta Side Ditch Type B = Base Width (ft) SS (x:1) d = Depth 2yr +0.5(ft) D =Mimimun ditch depth (ft) Lining Type W = Mimimum lining width (ft) Anchors per sq yd 2- Year Vel. (fttsec) Regency Lakes Section F Ditch Detail Summary 36 37 38 39 40 41 42 43 AverellAve AverellAve AverellAve FiddlerAve FiddlerAve FiddlerAve FiddlerAve Fiddler Ave 8+73 11403 11+03 14+96 17+54 14+96 15+25 17+54 11+03 12463 12+63 17+54 19+00 15+25 17+54 19+00 E E W S S N N N V V V V V V V V 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 0.9 0.8 1.4 1.0 0.9 0.7 0.9 1.1 1.8 1.7 2.3 1.9 1.8 1.6 1.8 2.0 Grass Grass Grass Grass Grass Grass Grass Grass 6 5 9 6 6 4 6 7 na na na na na na na na 0.91 0.63 1,30 0.80 0.57 0.68 0.99 0.98 Ditch 44 45 46 47 48 49 50 51 Road or Lot Fiddler Ave FiddlerAve FiddlerAve Fiddler Ave Draper Ave Draper Ave Draper Ave Draper Ave, Begin Sta 194W 19491 19+00 17+64 0461 1+35 3+22 1+35 End Sta 19+91 21+74 21+74 19+00 1+35 3+22 6+97 3+22 Side NW W E S W W W E Ditch Type V V V V V V V V B= Base Width (ft) 0 0 0 0 0 0 0 0 SS (x:1) 3 3 3 3 3 3 3 3 d = Depth 2yr +0.5(ft) 12 0.9 1,0 0.9 0.9 1,2 1.0 0.9 D =Mimimun ditch depth (ft) 2.8 1.8 1.9 1.8 1,8 2.1 1.9 1.8 Lining Type Grass Grass Grass Grass Grass Grass Grass Grass W= Mimimum lining width (ft) 12 6 6 6 6 7 7 6 Anchors per sq yd na na na na na na na na 2- Year Vel. (ft/sec) 2.25 0.72 0.76 0.74 1.13 1.51 0.93 0.93 Ditch Detail Summary Ditch 52 53 54 Road or Lot Draper Ave Chamberlair Chamberlain C Begin Sta 3+22 0+00 0400 End Ste 6+97 3+92 3+92 Side E N S Ditch Type V V V B = Base Width (ft) 0 0 0 SS (0) 3 3 3 d = Depth 2yr +0.5(ft) 1.0 1.1 1.1 D =Mimimun ditch depth (ft) 1.9 2.0 2.0 Lining Type Grass Grass Grass W = Mimimum lining width (ft) 6 7 7 Anchors per sq yd na na na 2- Year Vel. (ft/sec) 1.05 0.91 0.91 )urt GRAPHIC SCALE: 1 " = 100' 100 0 100 200 M z Z o Q H W � z w M 0 U z D 0 U a, w a- 0 w in W 0 Q O z U Vl • CU O `d �oc'3 U CO .-1 C\1 C\1 rn CV I . � 4 0 Cc • 4 •ri 10 bl) ed U CQ tip ti > a� a) in rs-4 h0 CO it cc W 0 o O ,� CA CO .,..� I b o .4 R+ � GINIq �R J � O "�N Z -j , rO C) Q cal fr 0 ix W I-- T ' w H- Q0U_z Wow CK of tLi w U V4 U) J E-4 0-- N O w �^ F_o z E- U U z w Q V) W 0 LLJ d E' U 02 o C\2 scale AS NOTED DRAWING x C12 W Z C SHEET rni�aH Q ra ! Q 14 OF 20 Lo M � rn o N tn 0) °� t0 ao 00 00 00 00 p N L N rn � O 00 O N N rn N N O O t0 I� �t Q� to � t0 �� t0 tD CO O It O I� r'7 p N N N N O 03 Qj ko ��(0 N t0 aoo Ln O t) N LO N t0 N CO �i t0 N L0 N � �i O N 00 t0 .- � o ai O o0 O (0 t0 � O O . � to O � t0 (0 .- ko O (0 .� (0 (a to 680 t0 CLJ to to t0 t0 Ca t0 t0 CD tD tD ttJ to Ca t0 to tD c0 to to t0 tD (0 t0 (0 t0 t0 t0 to t0 t0 O to tip to t(0 t0 t0 w t0 t0 t0 t0 ttoo tp t(o to tkp t0 t�0 t0 t0 tp0 t0 ctoo to to O t0 cpo to tp c00 t0 tp 680 SIGHT DISTANCE SIGHT DISTANCE . SIGHT DISTANCE CL SIGHT DISTANCE EXCEEDS 400' EXCEEDS 400' EXCEEDS 500' EXCEEDS 500' , 200 VC. —Temporary 6" 21-B Aggregate 00 V.C. 250 V.C. 00 C. 6 A=4.750 11 » » Surface (Section E) to be to V.S.D.= 279 II A=6.462 V.S.D.= 374 K=42. �� Paved as a part of Section F . A=6.833 +> _ K=38.69 A=3. 95 Adn MH 6 rr Ex. Bt w-off Ass'y MH II N Blow -off Ass'y Ex. Grade Ex. Ga e E MH 1 cc F6O MH EXISTING GRADE FEx. y� �,__� Valve • L_ > CC 670 9, +2 g33q LO p El Ex 8 Water Mai10 n SIGHT DISTANCE TO SIGHT DISTANCE TO Ii CRES = 216' CREST = 265' "' 4-1.462 665 Prop. 8' SDR 21 ' o J I ' SIG T DISTANCE TO Sl HT DISTA E TO 6 6 EST = 295' CREST = 2' Class 52 U 660 I DIP 74.47'-8" Class 52 DIP 6 6 0 DR 35 NOTE: CONTAMINATED 21B AS INSTALLED I ® 0.50% 190.46'--8"® Q,50% -� ° " DURING CONSTRUCTION OF SECTION "E" o �, Concrete Arch ° 263.64--8 ® `— c �, TO BE REMOVED &REPLACED BEFORE "F" U � .50% 655 Q PAVING AS A PART OF SECTION �� 655 v •- p° +� o a Qi V . � rn .a X O '- _ o o t0 Q O po of t0 r< � t0 aUi m ;d ? 00O cfltz U O Q O co "O O = a C cD O Q I IC;650 650 A; II ICI 1 tI i 5 II > �jI II u II 5 ii j Q II 11 QL II LO Q 93 II Q - Q 03 II y � CL N ii O Q p t� O co Q uO CL aj O qi Q r� o 1 a O �} O0 O r: F— to p (0 O i- tO ± O N N O I O O t° N 645 + + + V� + + O -� r� 0I .� �� q v+ j O + + 0Q + M M ;� �� n� 37+00 REVISIONS no. date description 1 7/9/02 REVISED PER OWNER, VDOT, AND FIRE MARSHALL COMMENTS 2 7/17/03 REVISED PER COUNTY COMMENTS 38+00 39+00 40+00 41 +00 42+00 JOB N0. by ekd. �<1PVT H G L E.D.H. S.E.D. DATE: MARCH, 2002 D.R.O. D.J.S. _ DESIGNED BY: C.E.M. o CERTIFICATE ,NO z v 7091 TEAM DRAWN BY: 1- Z� -D REGISTERED PROFESSIONAL APPROVED BY: C.E.M. ENGINEER 43+00 44+00 gilbert w. clif Engineers — 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 45+00 46+00 47+00 48+00 6451 GRAPHIC SCALE: 1 " = 50' 50 0 50 100 scale REGENCY LAKES ESTATES AS NOTED • i S o c 1 a t e s, inc. SECTION "F" DRAWING dater Quality REGENCY LAKES DRIVE PLAN & PROFILE C 13 SHEET 117 East Piccadilly Street Winchester, Virginia 22601 15 OF 20 540 667-2139 FREDERICK COUNTY VIRGINIA REVISIONS no. date description 1 7/9/02 REVISED PER OWNER AND VDOT COMMENTS 2 7/17/03 REVISED PER COUNTY COMMENTS JOB NO. by ckd. — E.D.H. S.E.D. DATE: D.R.O. D.J.S. DESIGNED BY: DRAWN BY: APPROVED BY: MARCH, 2002 C.E.M. TEAM C.E.M. w wjw __-6j0 52+59.t�8=P.R.C. w 45' Bend =End Section "F" Pavement 03s Ex. -Blow -Off Assembly `• �,L-`J � � o Ex.-8" Gate Valve ►"'S' �, New 8%8" WY New 8" Gat/alve D R I'VE 668 670 -2 4- __ ICJ+40' 9 ' 5T. 00 . 52+ 666 15"Dia.RCP i� / a 0 „ Sewer SEub w r New 8" 22 1 /2' Be d Ex' ' New 8" 4 Bend New 8" Blow Off Assembly Existing West Regency Lake Normal W.S. = 660.1 Spillway Elev. = 663.1 Top of Dam = 665.6 El 00 = 664.5 itI. •� r7 y , 662 .,..4 YVA bk 55+00 - -_k $__ Woter'Mai, C -- RRIV(60 q y E U rz C �RT \ 656 va t 654 — _j t� 4 j q EXISTING EAST REGENCY LAKE �14 j Normal W.S. = 646.1 i 00 00 rt to n Ln O U-) a0 Ln n n a) 00 rn Ln N O � O O U') rn 00 r 7 N rn O n LO N n N N O o7 N .- tp . 00 00 O to O r) co 0p 06 ad aj r< r< r< r\ r\ a5 od aj 06 0i 6 C6 0i 07 0) 0i ad ad h ^ t6 (6 U[ �� O 0i 6 t0 6 8 cY to (0 t0 to t0 t0 to O � to O tz � to � t0 � 10 10 (0 to t0 � t0 (Z t0 to to t0 t0 ko t0 t0 to to t0 to t0 to to to t0 t0 � t0 (a t0 � W to t0 ko to to t0 � LO � � 6 (9 0 SIGHT DISTANCE TO SIGfIT DISTANC : TO CREST = 32 RE T = 21 ' 200' V. C. 300' V. C. 6 V.S.D.= 327'• SIGHT DISTANCE SIGHT DISTANCE • V.S.D.= 275' A=5.267 675 A=2. 33 EXCEEDS 350 qCEEDS 350' ci a: MH Ex.Blow- cti _; F-2 Off Ass y ~2 o r< II 670 C) 00 Ln LOW 670 �� jai Q-) L t° Existing Grade -1.3 39 ..1.1.60% n E I I-i = Ex. Gas Main 665 -- - =�� 665 L1 Prop. 2 o 0 ' 1, Ex.8' 6 NOTE: CONTAMINATE 21B AS INSTALLED ( 00 Water Wig` DURING CONSTRUCTION OF SECTION E I '- Main `�--- 6 O TO BE REMOVED & EPLACED BEFORE _ 1 ` ` 660 PAVING AS A PA I OF N c E - ` -- SDR 35 LO 00 San. Sewez � 655 308.10'-8"©0.507 a ` 655 _, o N tri UriCn v N L� J __j Q \ \ \ o h c0 to '� o g o \ o Q trj N a II II O O ~ (J u7 I O r C� U .- U OIN C)O O ca c z o Q Up 11 W 11 11 II a} a II II II II L II 0 � 00 11 a II O II II II II O O + to r\ O } N Q O O �� II O � O Ln C 00 OO 645 0K7 O^ _ L I ►. N^ L icy Z N^ L IN^ �^ ^l L) �i I d �^ L/ l- v^J L �l- t^0 L 6 4 5 V `• J �. J J Y•„ �... J L• J U•) Ln J J 49+00 H 0� C. _. MADDO JR. z o CERTIFICATE NO. - 7091 D�7 ' �REGGIERED PROFESSIONAL _ ENGINEER _ 50+00 51 +00 52+00 gllbert w. clef Engineers — 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 53+00 GRAPHIC SCALE_ 1 " = 50' 50 0 50 100 scale REGENCY LAKES ESTATES AS NOTED S o C 1 a t e S9 inc. SECTION »F" DRAWING ater Quality � � 4' REGENCY LAKES DRIVE PLAN & PROFILE 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY 54+00 55+ 00 56+00 SHEET 16 of 20 VIRGINIA i thrust block ston i" die. schedule 4( pipe filled with cc and painted 18" die. concrete encaseme BOLLARD DETAIL direction of setting to be approved prior to installation as required 2" min. - 6" max. I 4" stone I stone to be minimum of 6" above top of •°°:• :;:•e•°• stone egalugs- concrete pad V-6" sq. x 6" deep screw type adjustable valve box locator marker I FIRE HYDRANT ASSEMBLY Figure 9 METER BOX and COVER mechanical joint swivel tee with 6" branch METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Die. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) varies as required corporation stop 3" stone bedding 18 21 surrounding box 1" T11- 36" min, 8" min L type K copper tubing, continuous without joints from water main main to meter METER SETTING PARTS line size meter size Yoke angle yoke ball valve angle check valve expansion wheel 1" 5/8"x3/4" Y502 BA94-224W HHCA91-323-TV & C84-34 EC-23 1" 3/4" Y503 BA91-323W & C84-34 HHCA91-323-TV & C84-34 EC-23 1" 1" tY504 BA94-444W HHCA94-444-TV EC INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be encased in 3" die. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the treated 2"x 4" with top 6" painted blu meter cover set 2" above /-fin. grade prio To sodding li - - • :: angle yoke ball valve meter box angle check valve with Idrain valve U '.�LJ \1111 2 ft. 611 stone bedding r- curb & gutter street, to one foot beyond sidewalk, v DUAL METER INSTALLATION 5/811x3/4", 3/4" & 1" METER INSTALLATION CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Die. Plugs, Wyes & Tees 11 1/4° and 22 1/2° Bends 45' and 90° Bends A B C A B C A B C 61, 11.011 0'-911 11-0'. 01-911 0'-9" 0'-g,. 11-3" O'-9" 1 '-9" 8" 11-3" 0'-9" 11_3" 0141 0'41 01_911 11_6" 01_911 21_3" 10" 11_6" 01_9" 11_6" V-0" 01_9" 1'-3" 11_9" 01-911 21.611 12" 1 1_9" V-0" 21.6" 11_3" V-0" 1 r_6" 21.0" V-0" 31.011 14" 2'-0" 11-011 &-0" V-3" V-0" 1 '-6" 2'-611 V-0" 41-0" 1611 2 -3" 1I- 1 3 -6" 1-61 1'-0 2I- i 2I- I 1-0I 41- 1 18" 21-6" 11_31, 31.9" V-6" V-3" 2'-011 20" 21.9" V-611 4'-0" 1 '-9" V-6" 21.011 Concrete VERTICAL BE stone bedding THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. IIAII I "p11 form board mum 3'-0" 1'-3" 4'-9" gate valve µ ` t-gate valve ''''` & boxes & box 3'-3" 1 '-6" 5'-0" \ TEE, WYE, OR PLUG 11 1/40 THRU 900 BENDS In lieu of wood forming the fitting may be wrapped with polyethylene, and the concrete poured to completely surround the fitting and against undisturbed soil. The bearing dimensions against undisturbed soil shall remain as shown. galv.(1 rods over fittings and embedded in concrete thrust blocks. grade trench {.-6" minimums {, FITTING SIZE ROD SIZE NO. RODS EMBEDMENT t?llf r{ 12" & LESS 6 2 3011:'rr;c•';1,::•'r';::a;-.;;,..i^'}l .•IS;r.;!%•:: •::1``:''s machine %;,{ : rr• 14" - 20" 8 2 .:Y::I::ti{!}. Y.•1::{ 36" '`'' '{ excavation limit ,1. :tr'ur:: •: Ait BII <zr.'' •'%:' Fitting I Volume of thrust block in cu. vd. ;,,,,,r},s..• size 1 11-14 22-12° 1 45° 1 90 6" - - - 1.3 trench bottom 81, - - 1.1 2.3 undisturbed earth stone bedding 10" - - 1.8 3.7 12" - 1.2 2.8 5.5 TYPICAL SECTION 14" 0.5 1.7 3.9 7.6 *denotes hand excavation 16' 0.9 2.3 5.1 - "D" = 12" min. for 10" and smaller pipe 181, 1.4 3.2 6.3 - "D" = 18" min. for 12" thru 20" pipe 20" 2.2 4.5 7.8 - see chart below for A, B, C dimensions. CONCRETE THRUST BLOCKING Figure 2 concrete pad 1'-6" sq. x 6" deep 4" stone screw type adjustable valve box 1--- 4;.-- ........I.... valve megalugged to main -megalug \_8"x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 concrete pad water main with 2" square operating nut Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover ' (cover labeled water) - - - - 6" manhole adjustment �%e bedding BLOW -OFF ASSEMBLY Figure 10 concrete pad solid block Io STANDARD top of manhole at grade in pavement areas unless otherwise directed F (top shall be set 24" min. above grade in easement areas) square skid pad 6" thick - ' wrap around heat shrinkable sheet [WrapidSeal by CANUSA] p ° 4 bolts (3/4" die.) a 35" max, + adjustment rings (11" max.) c R 4+ + concrete ASTMC-150 4000 psi 12" or 16" (typ.) . •, pioneer 301 mastic applied between joints and on ° exterior side of joints joints are to be sealed with "O" ring 'd gasket variable 4'-011 1. D. 4- pipe to manhole connection to be d by flexible sleeve invert channel to provide a , 3'-0" min. smooth transition in to out, for all connections a 2'-0" max. 4' 0" max. grout bottom of ;,r,,' r • --- 1:fr;;`"�':'' '' •� estop of "h• '^^`'' " �:' bench -wall same manhole to form f' �`� lt,',;; :r;+.`' D/2 J•r;i'':� „;:;.;;i..,?,.•, r;�- , .•,. . Li" r;•1`:�°�': I • . .,� ,.,'; •,, elev. as top of channel r 'T r'�1 :,:'i,�: •>'.:.• . � pipe , a . • ', + .a .' .A. , f °• ' •+ • . a 6" bedding stone o NOTES : 1. Manhole sections shall have an external coating of approved bitumastic watter proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings wvith a exterior coating of 5 ft bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. ° °.o°e ° ° ° ° ° ° ° ° ° °• ° 4. Skid pad to be placed around manholes located in shoulders of roads. boot $e°°o�ooe• °o�o$o�o$o�ooaN. o°o•o ° ° e e•oao• o o :o•o�o°o•o°o•eaa o°e ��° ""•°•°°°•°° 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations,. °e °o e•°o^ o 0 0 o°n•e°o•oa°o�oe :o°o•o°° inside drop e•:e ��o;ea:;e°e•°°e•e°e•ooe•°ea. °•eee•e°e ° manhole cross by STANDARD MANHOLE ' Mason Plastics, Inc. Figure 12 solvent weld °�::°:•:ve�:m:�.a:e:a:aee :° •°°:•°eoee°°• °• °ee°:tea°p°° oo •°e•o°e •o°e•o • o•e°oa:°ep:•evee: evovevo • o o ° eee °o•e a°e eo°° o• coupling and pipe f stainless steel band / / / / / stone bedding fn 3' separation + ' between ° 4 ft A. bands ' ' minimum SDR 35 spigot SDR 35 spigot drop t+ by gasketed b SDR 21 ° y 45 bend a ; x, bell 45° bend gasketed bell (see note) adapter 2' r y •• ,/,',J •�.: i .'i••l '° rj� t d• r„r' :+i�fir•� li:'.. ^H° .r..:w%M'• . �.w. t\:�'�•,!i '.rt?S!..i:•M1tL'\":"' .«\ '1'ii'.1:�'w?.^,}l;'/T;.: t :,d �•• .f '+ i Y�•1 �• i. !. "Ir. r • . M : f. ° �++1 , we is i t}3.. ,*.. '• t :.,4'u ;.1i A, �,•,,� t�rJ,•r^Ho.'.t.r.:V' +j�•y 4 K� •' ' ''• Ira er'' 11"" I. ;3' minimum 4 f F 4. r,I I apt' SDR 21 :h•_T ?. SDR 35 8"54" gasketed pipe gasketed bell and fittings SCH 40 nt 6" stone NOTE: fittings and pipe for drop to '� �' wye (see note) propelrty solvent 1811 bedding be same size as incoming sewer }. y •t line! `Feld cap tt.iA' DROP MANHOLE Figure 13 1 5' location marker 36" min. h' cast iron cleanout cap with brass plug co ter having a countersunk square head stone °°000ao°000°ooaoo°° r. Panella Model PA4SV-CSK (4') 1 o u000a°ooa0000000000000°°°° �^.`..'n^:r}{ti••.•Vf�'t"Li..i.AflJ•F,, v. Panella Model PA6SV-CSK (6') °°° ° °°°°°°°°° ° ° finished grade ,..; � ...... r . f 'r square concrete skid pad ��{ °� '� •� 20"x 20"x 12" deep 4" stone cleanout pipe SDR 21 SDR 35 spigot by SDR 21 gasketed SDR 35 bell adapter gasketed bell wye sanitary (see note) SDR 35 spigot by sewer main gasketed bell 45° SDR 21 bend (see note) .;r.;i,•i; A,; Vr. ,•. P ,•>,;`.! :,1. �q, .,,:,,t t4'+ ' �•ti'e: ;.�.:;:'r �';.r' :'o,`.: :'•`'�''{. i''•�1•t''r �.. n.::..i •, -y,y •r i.�''°n ,,. v\': l.. ,�'. : t•r. ; .••.. I: °.,.i \, I, t'•�. d. 6" stone bedding NOTE : 1.Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. 2. If top of sewer main is greater than 15', then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep treated 2"x 4" with top 6" painted green Note: If top of main is glreater than 15 ft deep ullse hearty wall SDR 35 GRAVITY SEWER SERVICE LATERAL, Figure 15 REVISIONS JOB N0. � H 0 O � z C.E. MADDOX, JR. o CERTIFICATE NO. - U 70 IG 1 PROFESSIONAL ENGINEER i 1 b � �'° TAT � • � l 1 f c �v o � i � t �c ' inc. 1 � l' ►7 �7 ►7 nc• Engineers - La s Water Quality 150-C Olde Greenwich Dr. P.O. Box 781 117 East Piccadilly Street Fredericksburg, Virginia 22404 Winchester, Virginia 22601 540 898-2115 540 667-2139 REGENCY LAKES!! ESTATES SECTION F MISCELLANEOUS DETAILSC15 FREDERICK COUNTY VIRGINIA scale AS NOTED no. date description by ckd. DATE: MARCH, 2002 1 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. D.J.S. DRAWING SHEET 17 OF 20 DESIGNED BY: C.E.M. DRAWN BY: TEAM2�I$TERED'D� APPROVED BY: C.E.M. EW-12 TOP OF CUT pAY LIMITS FOR """�- (TYPICAL) OUTLET PIPE TO _GRADE PAVEMENT BEGIN WITH 45' SUBBASE DITCH LINE ELBOW BGRADE SHOULDER LINE ILL LOW OF PAY T COMBINATION , rr �.•..� r CID r • �urrrf f'•MI'\ nf^ TRAVFI I ANES COMBINATION UNOUER ORrvi� CID , A M•uR cI�V 0r CUTS CENTER LINE SECTION (WITH TYPE I SELECT MATERIAL) I EDGE OF PAVEMENT / PAYOUTLIMITS PIPE 0 SFROIA.DER L BEGIN WITH 45• TRENCH PLACEMENT TOE OF FILL ELBOW 12 .. -- PAVEMENT SURFACE &BASE�� (TYPICAL) G/ +�O 000000 0060 nono O r--- SUBBASE o • o • o • o • o • o • o • • o o o • o • o • • SELECT MATERIAL TYPE I ORE PLAN VIEW 1`p•• : 140.8 OR NO.57 AGGREGATE (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) _L _ GEOTE M E DRAINAGE FABRIC 1 D" OR -L'75-0-8-ter PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 "'-•- SUBBASE OR CEMENT STABILIZED SUBBASE o • o • o o • o • o • o • o • 1 SELECT MATERIAL TYPE I OR SUBGRADE 1' (CEMENT OR LIME STABILIZED) • • • -N0.8 OR N0.57 AGGREGATE CEOTEXTtLE DRAINAGE FABRIC GENERAL NOTES 1 0 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAJN WILL NOT BE LOCATED AT THIS POINT WHEN 60TH SUBBASE AND SUBGRADE ARE STABILIZED. 2, TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUISKY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MW.(3 X DESIRABLE) GRADE. TYPE Of PIPE CRUSHING STRENGTH 4" NOM. DIAMETER M.T16" NOW. DIAMETE CORRUGATED ALUMINUM 0.048 SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI 104H 70 PSI NNW 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNOERORANS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS .TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET ENO OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 1E WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LUITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE: OUTLET PIPE. iE1E1E TESTED ACCORDING TO ASTM D 2412 AT 5 X DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPREFERCC•INEE �_ (AT LOWER END OF CUTS) 232 108.04 VIRCINIA DEPARTMENT OF TRANSPORTATION 70: STANDARD COMBINATION UNDERDRAIN; VDOT CD-1 (AT LOWER END OF CUTS) NOT TO SCALE TYPICAL ORIENTATION OF TREA TMENT - (SOIL STABILIZATION BLANKET) SHAI I nW ON CH I I ED SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE, BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END 1„ni;••p•+' '`.'�;''"�, UNDER 4" AND STAPLE AT 12" INTERVALS. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. CD- 2 LIMITS PAVEMENT GC��OJty - OUTLET PIPE FOR SUBBASE TOP OF CUT ��' TOE OF FILL SUBGRADE EW-12 FILL- COMBINATION UNDERDRAN DITC (TYPICAL) SHOULDER LINE LINE ( EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS ti 90" TRAVEL LANES CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) EDGE OF PAVEMENT SHOULDER LINE PICA) T�QFLTRENCH PLACEMENT OF PAY FOR OUTLET PIPE - PAVEMENT SURFACE & BASE 0 0 0 0 0 0 2000 9 0 --- SUBBASE PLAN VIEW SHOWING PLACEMENT OF o. o• o. o. 0 0 o • o • .0 . a • o • o • o • o • SELECT MATERIAL. TYPE I OR II CD-2 UNDERDRAIN NO.B OR N0.57 AGGREGATE _ GEO _XTLE DRAINAGE FABRIC NON -PERFORATED OUTLET PIPE 1 D OR �-+r-- PAVEMENT SURFACE & BASE 00 00 00� o 0 o_Q-Q o_ ,.- SUBBASE OR CEMENT STABILIZED SUBBASE TYPE OF PIPE CRUSHING STRENGTH 4" NOM. DIAMETER " NOM. DIAMETER CORRUGATED ALUMINUM 0.048 SMOOTH WALL PVC A03 0.153 SMOOTH WALL PE 70 PSI )OW 70 psi KXX IT o • o • o o • o • o • o • (>• •••"- SELECT MATERIAL TYPE I OR SUBCRADE 1-0`0•0•0 . 0 • o • o (CEMENT OR LIME STABILIZED) - N0.8 OR N0.57 AGGREGATE X WALL THICKNESS (MIN) INCHES LGEOTEXTILE DRAINAGE FABRIC XXXTFSTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. - o GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLSHALEBE T PIPE SHALL ON AGIN AT THE MADE PARALLEL OF THE 0 THE RAVEL LANE A SLOPPAVEMENT AN (3x DESIRABLE) GRADE. BRIDGE CD-2 SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD 5'-0' OUTLETS TLET SR MO ANH DERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP F+ 5'-0' CRENATE BASE MATERIAL TYPE Z 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SIZE N0. 216 (6" MN. DEPTk> WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-O" ABOVE ocr,FIVINP, n AI.IA E`�ITPN PR PLACEMENT OF OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LRWTS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAW CRUSHING STRENGTH AS THE OUTLET POPE. 7, OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE. SPECIFICATION REFERENCE STANDARD COMBINATION UNDERDRAIN 50; (AT GRADE SAGS AND BRIDGE APPROACHES) 701 VIRCINIA DEPARTMENT OF TRANSPORTATION 108.05 STANDARD COMBINATION UNDERDRAIN; VDOT CD-2 (AT GRADE SAGS AND BRIDGE APPROACHES) NOT TO SCALE TYPICAL TREATMENT - 2 SOIL STABILIZATION MATTING SL OPE INSTALLATION FILL SLOPE SECTION -- SOIL STABILIZATION MATS SHOULD Q �/- BE INSTALLED VERTICALLY OOWNSLOPE FOR BEST RESULTS. / 5' / IyS2TE; SLOPE SURFACE SHALL BE SMOOTH Q/ AND E OF ROCKS, SLUMPS OF 0 / DIRT, GRASS AND STICKS, MAT SHALL J / 5' BE PLACED FLAT 0 ON SURFACE FOR PROPER SOIL 0 7� CONTACT. 0 S �p'r __4 -� 2 0 / o v .0 °��` - DIRT SHALL BE ��. .1, TAMPERED PRIOR TO LAYING TOP TOE MAINTAIN SLOPE ANGLE SLOPE LINING (WET SLOPE) TREATMENT - 2-----_- POLYPROPELYENE NON -WOVEN (NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH (BEHIND4 TREATMENT - 2) \ SOIL ----- BOTTOM CUT SLOPE LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING (DRY SLOPE O�OSH PCE TREATMENT - 2 4! P5 1 R``A Utf1ERi BOTTOM OF FILL SLOPE 16 BOTTOM OF CUT SLOPE_ 4'OR SHOULDER BREAK POINT TOP OF CUT SLOPE 2' EW•12 y4, kTALO BEVELSL07 pETAIL (PERMITTED FOR EASY FORMREMOVAL) A A I t_:r 2'-0" 1 I _T EXPANDED STEEL MESH (FLATTENEO1 ISOMETRIC 1 4" X 8" X '• MIN, STEEL ALUMINUM OR STEEL .08 INCH MIN. RIVIETS OR BOLTS ALUM" PLATE COMPATIBLE WITH POST MATERIAL C -O" U•TYPE ROLLED RAIL STEEL POST AT E.33 LBS./FT. OR ffff ALUMINUM ALLOY 3 •0.. 8063-76 LBS./FT. UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNOERCRA94 OUTLETS, BARRING LOCATIONS WHERE UNOERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE 04STALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. NQNPERFORATED SMOOTHBORE PPE MEETING THE REQUIREMENTS POPE I.D. SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARDS 2. OUTLET PIPES SHALL BE RtG10 , OF 70 PS17ES7EO ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. %I- X 1" AND WEIGH APPROX. 0.82 LBS. PER SO. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTN A-123, THE MESH SHALL EXTEND A MINIMUM OF 1" ABOVE THE O.D. OF THE PPE, AND IS A BARRIER FOR RODENTS, ETC. THE SLUT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES, 4. THIS ITEM MAY 8E PRECAST OR CAST 94 PLACE, L H 4" 2:1 2• Y-2 " 0.17 4" 4:1 4•b' 1'-1t , 0.28 0.21 6" 4:1 S'•3" P-3 �' 0.35 5. STEEL POSTS AND PLATES TO BE PANTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAWTEO THE FINAL COAT SHALL BE NO. 13 ALUM" PAINT OR NO. 11 WHITE PANT. 6, MARKER TO BE PLACED AT OUTLET END OF ALL UNDERDRAIN/ INSTALLATIONS BARRING LOCATIONS WHERE UNDERORAfN IS TIED INTO OTHER DRAINAGE STRUCTURES. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS, SKCFSAT1ON STANDARD ENDWALL FOR PIPE UNDERDRAIN 10`5"tt vtRGreA DEPARTMENT OF TRANSPORTATION 232 302 501 STANDARD ENDWALL FOR PIPE UNDERDRAIN; VDOT EW-12 NOT TO SCALE TYPICAL TR- A TMENT - I (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6' TO 12". 12' MAX. 4:1 OR FLATTER 6" MAX, STEEPER THAN 4:1 JUNCTION SLOT I EDGE AND END JOINTS I I I I I I I I I I CHECK SLOT* TO BE SNUGLY ABUTTED (JUTE MESH WILL HAVE I I I I TERMINAL FOLD STAPLED LAP JOINTIN LIEU OF EDGE JOINT) LAP JOINT 2" MIN. TAMP FIRMLY (JUTE MESH ONLY) ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I I 2'6 1 _ I 1 8' TO 12" I I I I I I I I I I I I I I I I I I TAMP CHECK SLOT FIRMLY -f- 6" TO 12' . U INrTInm Ct nT « I I I I I I 1CME% S�ql` I I I I I I I I I I I -VAR. �I -VAR. I -0 MX PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL C-C INTERVALS; NO 6" STAPLE MIN. LENGTH FOR OTHER SOIL "NOT WITH ALL CO M BINATI NATIO O N'BLANKETS 12" TERMINAL FOLD TYPICAL TREATMENT-2 SOIL STABILIZATION MATTING INSTALLATION SOIL STABILIZATION MATTING SHALL BE USED IN CONJUNCTION WITH RIPRAP AT OUTLET END OF PIPE. . CL ENTRENCH EDGES Of MATERIAL 6' CHECK SLOTS TO BE II- CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. TRANSVERSE CLOSED CHECK SLOT -2` FLoW�'V. I:'V • TRANSVERSE OPEN CHECK SLOT FLOW \ T�. 1'-2' r• "' UPSTREAM AND DOWNSTREAM TERMINAL BM SOIL STABILIZATION BLANKET; VESC 3.36-1 BM SOIL STABILIZATION MATTTING; VESC 3.36-5 BM SOIL STABILIZATION BLANKET; VESC 3.36-2 BM SOIL STABILIZATION MATTING; VESC 3.36-4 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISIONS no. date description 1 17/17/0.31 REVISED PER COUNTY COMMENTS JOB N0. 1�1P\1j H OF 0_:!N -G-, o CERTIFICATE NO. z U 7091 -% ' 2 5 '0�5 REGISTERED PROFESSIONAL ENGINEER 01bert W o C l i Engineers - g 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 540 898-2115 by ckd. - DATE: MARCH, 2002 D.R.O. D.J.S. DESIGNED BY: C.E.M. DRAWN BY: TEAM - APPROVED BY: C.E.M. PIPE OUTLET COND.I TIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED :HANNEL L a 0% d SECTION A -A FILTER CLOTH KEY IN 6'-9"; ]RECOMMENDED FOR ENTIRE PERIMETER ado (MIN.) 'IPF OUTLET TO WELL IEFINED CHANNEL d SECTION A -A FILTER CLOTH KEY IN B'-9"; RIECOMICM)ED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GAIBION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXBIUM STONE DIAMETER, BRUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 oP PIPE OUTLET CONDITIONS; VESC 3.18-1 NOT TO SCALE CA C m 0 0 C n C 3t Z z 0 x s x m a z 0 z m 1 C 2 STAPLES PER SQ+ YD. `N T -ICI- 1 i 1.- E1 4:1 3:1 2:1 1:1 LOW MED. / HIGH 1 1/2' 1 1/2' FLOW FLOW CHANNEL CHANNEL AND SHOREUNE B NOTE FOR OPEIMUM RESULTS, THESE RECOMMENDED STAPLE PATTERN GUIDES MUST BE FOLLOWED. SUGGESTED ANCHORING METHODS VARY ACCORDING TO THE MANUFACTURER. THIS 2 STAF 2 STAPLES PER SQ. YD. CHART SHOWS HOW SLOPE LENGTHS AND 1 1/2 GRADIENTS AFFECT STAPLING PATTERNS. 3 1/2 GENERAL STAPLE PATTERN GUIDE AND RECOMMENDA TI IONS FOR TREA TMENT - 2 (SOIL STABILIZATION MATTING) N I A � A I m _ 300 4 1- u 275 250 225 A 200 175 150 12'S t STAPLE PM SO. YD. 100 75 20 w 2,5 1 FT e C C C C D g A A 8 B eSOIL STABILIZATION MATTING; VESC 3.36-6 NOT TO SCALE STAKES, STAPLES, & PINS FOR INSTALLA TION OF TREA TMENT - 2 SOIL STABILIZATION ]VIA T TING 3-1/4" 2' CIA, WASHER 1 101,+-3/16" DIN. STEEL PIN 1) 1x4 TRIANGUUAR SURVEIL' STAKE - MINIMUM 10' IN LENGTTH. PLACEMENT OF THE STAKE P i N TO PROVIDE FLOWOFTHE WATER IS THOUGHT STAKE I SLOW PROVIDE AA 'PINBALL EFFECT' TO HELP -\IC 2) 11 GAUGE STTEEL - MINIMUM 1" WIDE BY 6' 11 GAUGE STEEL IN LENGTH STTEEL STAPLE - 2'x8" STAPLE 6'xt'x6" STAPLE MAY BE REQUIRED IN CERTAIN SOIL CONDITIONS. STAPLE 3) STEEL PINS - 3/16 DIAMETER STEEL PIN - BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON ]TOP. (SEE ILLUSTRATION) SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. PLATE: 3.36-3 eM SOIL STABILIZATION MATTING:,; VESC 3.36-3 NOT TO SCALE REGENCY LAKES ESTATES �soci tes inn SECTION "F" 7 ater Quality MISCELLANEOUS DETAILS 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY VIRGINIA scale AS NOTED DRAWING C16 SHEET 18 of 20 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. �}•�, FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood k Tyan sF TEMPORARY SEDIMENT FENCE; VESC 3.05-1 (WITH WIRE SUPPORT) NOT TO SCALE BLOCK GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN GRAVEL FILTER RUNOFF OVERFLOW 1 --- WATER WITH SEDIMENT SEDIMENT III�II�IIII WIRE SCREEN / 2' X 4" WOOD STUD SPECIAL APPLICATION FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 @ TEMPORARY SEDIMENT FILTER; VESC 3.07-8 NOT TO SCALE CULVERT INLET SEDIMENT TRAP ��+M .t1'�► any � ` • +ems .i.f��y�: ��.. �'�: « any i._�;wi��..�'�,f��•i, 67 C.Y./ACRE DRY STORAGE (BASE OF STONE TO TOP OF STONE BERM) PIPE INVERT NATURAL GROUND RIPRAP HEADWALL AREAS TO BE DISTURBED / (CUT, FILLED, ETC.) \\ ti' I 3, qOW �r —CLASS I RIPRAP VDOT #3, #357. OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 IP CULVERT INLET PROTECTION; VESC 3.08-2 NOT TO SCALE STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. FILTER CLOTH g• MIN. I Al SIDE ELEVATION 12' MIN,+ 70' MIN. H WASHRACK I— (OPTIONAL) L— VDOT #1 I I ~\ POSITIVE DRAINAGE COURSE AGGREGATE H TO SEDIMENT TRAPPING DEVICE MUST + OPERATION EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS SECTION A —A REIl ulc , 1JKRIN JYHI.L 10, EXISTING PAVEMENT 55:11 \ MOUNTABLE BERM (OPTIONAL) T 10' MIN, EXISTING PAVEMENT 10' MIN. SECTION B—B SOURCE: ADAPTED from 1983 fdarland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1 cE TEMPORARY CONSTRUCTION ENTRANCE; VESC 3.02-1 NOT TO SCALE Regency Lakes Drive TYPICAL PRIVATE STREET CONNECTION DETAIL NOT TO SCALE NOTE: Private Street Connections are to be constructed 20' wide, 50' Rad.(typ.), 8" VDOT 21 B Base Aggr. and 2" Type SM-12.5 A Asphalt Concrete. A Std. VDOT Stop Sign is also to be provided. 30' Right—af—Way CL 4' Grass Shoulder Prime & Double Seal Surface 4' Shoulder 2"' SM-12.5A Valley Drain REequired Typical Asphalt 4 : Driveway S�oPe � .1 8" VDOT 21 —B Aggregate Base TYPICAL PRIVATE ROAD SECTION R/W 10' Slope & 30, Drainage Easement I 46' 1 MIN CUT I I j 16" MIN. IbN 1, I 8" VDOT 21-8 Aggregate Base I I 20' Pavement �' 10 -- 1 /4 1� NOT TO SCALE R1W 30' _ (— 10' Shope & �► Drairnage I 11' 11' Easelment �� I 2 (FILL) ISM-12.5 �k 8' I BM-25.0 1/4 :1, r, �1 I CRqDE t Well Compacted Sub —Grade * 1 11 ' SHOULDER WHERE MUST BE PAVED WITH BITUMINOUS CONCRETE GUARDRAIL IS TO BE TYPICAL ROAD SECTION PLACED (FILL). REGENCY LAKES DRIVE NOT TO SCALE REVISIONS ,to13 N0. H op scale REGENCY LAKES ESTATES AS NOTED no. date description by ckd. P 7 SECTION F 1 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. D.J.S. DATE: MARCH, 2002 �� , W . C 1 ° �� 9 S S ®� 1 �,�, �l. . o g �;.,: .,� 9 DRAPING DESIGNED BY: —5 C.E. MADDOX, JR. Z Wyk` 9a C.E.M. o CERTIFICATE NO. — Engineers — La '"` '! Water Quality C 1 7 v 7 91�` MISCELLANEOUS DETAILS DRAWN BY: TEAM b3 ' SHEET 1 REGISTERED 150—C Olde Greenwich Dr. �y\p�`', � � � � I a . wa. PROFESSIONAL P.O. Box 781�" �� 117 East Piccadilly Street APPROVED BY: C.E.M. ENGINEER Fredericksburg, Virginia 22404 Winchester, Virginia 22601 19 OF 20 540 898-2115 540 667-2139 FREDERICK COUNTY VIRGINIA REVISIONS no. date description 1 17/17/031 REVISED PER COUNTY COMMENTS JOB NO. by ckd. D.R.O. D.J.S. I DATE: DESIGNED BY: DRAWN BY: APPROVED BY: MARCH, 2002 C.E.M. TEAM C.E.M. pF j C.E. MADDOX, JR. z o CERTIFICATE NO, U 7091 REGISTERED PROFESSIONAL ENGINEER _t gilbert w. clif Engineers -- 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 �sociates, ater Quality ine. 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY 11 EAR'THBERM 6' HIGH BERM 0 3:1 SLOPE ---35' WIDE SECTION "A —A" „A„ f "BLUE SPRUCE" � T \"SUGAR MAPLE" OR EQUAL „ OR EQUAL A "WHITE PINE" OR EQUAL PLAN VIEW LANDSCAPE SCREEN REQUIRED 3 PLANTS PER' 10 LINEAR FEET MIN, 4" IN HEIGHT AT PLANTING MIN. 6' HEIGHT AT MATURITY ZONING DISTRICT BUFFER NOT TO SCALE w a m 0 00 f of ROADWAY DOUBLE ROW EVERGREENS or MINIMUM 4' HIGH AT PLANTING, v Z, 20' HIGH AT MATURITY, Q m PLANITED 10' CENTER TO CENTER ROAD EFFICIENT Y FULL DISTANCE BUFFER BUFFER PLANTING SCHEDULE COMMON NAME SIZE SPACING QUANTITY WHITE PINES 4' MIN. HEIGHT 10' 490 SUGAR MAPLE 2" CAL. ® 6" HIGH 10' 245 BLUE SPRUCE 4' MIN. HEIGHT 10' 245 LOT PLANTING NOTES; 1. STREET TREES SHALL BE PLANTED WITHIN 20 FEET OF THE RIGHT —OF —WAY. 2. TWO TREES SHALL BE PLANTrED ON EACH LOT. 3. THE DEVELOPER SHALL SELECT TREES FROM THE FOLLOWING APPROPRIATE TREE LIST., A. RED MAPLE ACER RUIBRUM MIN. 2 1 /2" CALIPER, 6' AT PLANTING B. DOGWOOD CORNUS FLORIDA MIN. 2 1 /2" CALIPER, 6' AT PLANTING C. JAPANESE ELM ZELKOVA SERRATA MIN. 2 1/2" CALIPER, 6' AT PLANTING D. WHITE OAK QUERCUS> ALBA. MIN, 2 1 /2" CALIPER, 6' AT PLANTING QUERCUS3 BICOLOR TOTAL LOT TREES REQUIRED: 2 TREES PER LOT X 139 LOTS = 278 TREES REGENCY LAKES ESTATES SECTION "F" LANDSCAPE PLAN GRAPHIC SCALE: 1 " = 200' 2GO 0 200 400 VIRGINIA scale AS NOTED DRAWING C18 SHEET 20 of 20 I .P Ill GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility 6systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be thg contractors respponsibilityy�. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -la ing" 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 duringconstruction. Temporary street signs and addresses must be posted as conistruction begins. Parked vehicles and saging of construction materials are prohibited within 20' of fire hydrants. Fire [Hydrants are not to be obstructed at any time. FREDERICK er aCKCOUNTY nd sewer In SANes eT OTCbONa AUTHORITnstructed in Y1. accordance with these. plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's mairntenance department is responsible for the installation of water meters through 2 in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) ithe distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 44) all components of the meter box assembly to be in proper working orderlt is developer's/conttractor s responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a. The location of the senvice lateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work will begin. b. The Authority shallfurnish and install all 5/8", 3/4", and 1" water services. c. For 1 1 /2 and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and materials to make the top. b. The developer contractor must: (1) make application for the tap, (2) pay deposit (before work begins ; (3) mark the location of the tap; (4) make final payment w en the work is completed. 7. The contractor shall tie-in a new lie to an existing manhole b core drilling the manhole. 8. Any water service line must have a double check valve or RPZy backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly( as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shalll conform to the latest editions of the Virginia Department of Transportation (VDOT) Rood and Bridge Specifications, cnnd 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 shalll govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Re ulation:s. 3. When working on VDOT n ht-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of V�OT'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. The developer shall be responsible for relocatingy, at his expense, any and all utilities, including traffic signal Pales, junction boxes, controllers„ etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of tthese plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDO)T. Any additional expense incurred as a result of anyfield revision will be responsibility of the developerr, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on VDOT right-of-way. 7. 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. 8. Contractor shall notify the loical VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT wi[I also require 48 hours notice for any inspection. 9. The Contractor will be respornsible 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 Vir inia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall e maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department cof Conservation and Recreation in Erosion and Sediment Control who shall Inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least ddaily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines witthin existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface condiitions encountered during the course of construction shall be immediately brought to the attention of the engineer and VOOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved bey V.D.O.T. 13, All fill areas, borrow materiall and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is irequired, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the locottion. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified ands labeled as belongingg to a protect which will be accepted by V.D.O.T. and that testing shall be conducted according) to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maxirmum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full wiidth 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. 15. VDOT Standard CD and UD wnderdrains shall be installed where indicated on these plans and further where determined necessary by VOOT Inspector. 16. The installation of any entrainces and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and its the developer's responsibility. 17. Prior to acceptance by VD01T of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's 6scretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Units and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T, representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control ip. 21. Approval of these plans shall expire three �31 years from the date of the approval letter. 22. CG-12 Curb Ramps (Persolns with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by tthe V.D.O.T. Engineer/Inspector. SITE DEVELOPMENT PLAN FOR REGENCY LAKES ESTATES SECTION "F" STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TMP - 55 ((A)) 27 ZONED: MHl PROPOSED USE: MANUFACTURED HOMES GF , to r (p t. 6 a alp Nt e c Ar V �P,Y'Z. Rt R t 659 a _` _)C Rt. 659 VICINITY MAP SCALE: 1 " = 2000' MARCH, 2002 gilbert w. Clifford 8c associates, inc. Engineers - Land Planners - Water Quality P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 117 East Piccadilly Street Winchester, Virginia 22601 (540) 667-2139 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS, DRAWING INDEX SHEET DRAWING DESCRIPTION 1 T1 COVER SHEET 2 T2 KEY MAP 3 C1 SITE UTILITIES PLAN 4 C2 SITE GRADING PLAN 5 C3 SITE GRADING PLAN 6 C4 SITE GRADING PLAN 7 C5 SITE GRADING PLAN 8 C6 SITE STAKEOUT PLAN 9 C7 ROAD & UTILITY PROFILES 10 C8 ROAD & UTILITY PROFILES 11 C9 ROAD & UTILITY PROFILES SANITARY SEWER PROFILES 12 C10 SANITARY SEWER PROFILES 13 C11 CULVERT PROFILES 14 C12 EROSION CONTROL PLAN 15 C13 REGENCY LAKES DRIVE PLAN & PROFILE 16 C14 REGENCY LAKES DRIVE PLAN & PROFILE 17 C15 MISCELLANEOUS DETAILS 18 C16 MISCELLANEOUS DETAILS 19 C17 MISCELLANEOUS DETAILS 20 C18 LANDSCAPE PLAN MANUFACTURED HOUSING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 310, USE GROUP R (RESIDENTAL) OF THE BOCA NATIONAL BUILDING CODE/1996 AND THE. VIRGINIA BOARD OF HOUSING AND COMMUNITY DEVELOPMENT MANUFACTURED HOME SAFETY REGULATIONS. THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. ALL ROADS PROPOSED BY THIS PLAN ARE TO BE BUILT FOR ACCEPTANCE INTO V.D.O.T.'S SECONDARY SYSTEM OF HIGHWAYS. ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 678 T.P.D. USE CODE: 210 OWNER/DEVELOPER: Ml- Jc A-1 '7 r'"4 £.- REGENCY LAKES ESTATES WINCHESTER, VIRGINIA 2260!3 (540) 662-1999 OWNER'S CERTIFICATE I HEREBY CERTIFY THAT THE PROPERTY CONTAINED IN THIS SUBDIVISON IS WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. Co DATE NiM v M DATE DATE APPROVED BY FREDERICK COUNTY SUBDIVISION ADMINISTRATOR 20 P00 + �� ogl�a3 DATE Drawing Number: Sheet Number 1 T1 ��ANKI So - c)3 o ITC nMIM nnurn1T DI AM UnD REGENCY LAKES ESTATES SECTION "F" FREDERICK COUNTY, VIRGINIA ASSOCIATION FOR THE PRESERVATION SECTION "F" OF CIVIL WAR SITES, INC. ZONED: RP PHASE SECTION AREA (ACRES) UNITS UNITS/ACRE ACRES OPEN SPACE `.\ 35' BUFFER DISTANCE W/FULL LANDSCAPED BUFFER USE: VACANT 40 R/W TO BE DEDICATED TO VDOT FOR ` , (LANDSCAPED SCREEN CONSISTS OF 6 EARTHBERMS PIN: 54-A-88/90 F 46.2 139 3.0 17.8 38.5% A NEW MAJOR COLLECTOR ROAD SHOULD ' ' AT 3:1 SLOPE (36' WIDE) ' ITH EVERGREEN &DECIDUOUS TREE MIX) DEVELOPMENT ACTIVITIES OCCUR ON THE - SECTIONS A-E "AS -BUILT" TOTALS- OCTOBER 1995 AND PROPOSED SECTION F CALEB HEIGHTS PROPERTY. °�° �%�4� ,/ ,' `\\ � 50' PERIMETER BOUNDARY SETBACK �� PHASE SECTION AREA ACRES UNITS UNITS ACRE ACRES OPEN SPACE gs. A 26.5 50 1.9 18.9 71.4% 40' ROAD EFFICIENCY FULL DISTANCE BUFFER Q /' / .� 76, ).. v�Q B 13.2 55 4.1 4.7 35.2% W/ LANDSCAPED SCREEN J�4' / �.,lC Q C 21.6 78 3.6 7.3 33.7% �\ EX. POTOMAC EDISON POWER EASEMENT D 30.1 110 3.6 7.2 23.9% 21.5' TRIMMING RIGHTS E 28.0 95 3.4 8.5 30.3% ASSOCIATION FOR THE PRESERVATION J4�` ' 4� POTOMAC EDISON NOTE: F 46.2 139 3.0 17.8 38.5% OF CIVIL WAR SITES, INC. �b`9f ` �' MAINTAIN 20' CLEARANCE BETWEEN 165.6 527 3.2 64.4 38.9% ZONED: RP Q �' FINAL GRADE & CONDUCTOR SUBTOTAL 34.8 71 2.4 9.7 27.9% REGENCY HEIGHTS USE: VACANT �<``' /1?i �`0 / / TOTAL 200.4 598 3.0 74.1 37.0% PIN: 54-A-88/90 °P� may 50' PERIMETER BOUNDARY SETBACK --60' RESERVE STRIP FOR NEW MINOR COLLECTOR ROAD DEDICATION BY OTHERS 40' FUTURE RAW �J � r� `��`�� /�_^- SHALL BE RESERVED FOR FUTURE DEDICATION TO ' '' �` "r �'�. � ;` VDOT SHOULD DEVELOPMENT ACTIVITIES \ OCCUR ON THE CALEB HEIGHTS PROPERTY. 'A, C HOC m \\ \\ Q�.F c�,�,�4f� FAO q� % �o� �/' / ♦ ♦ `` .� SECTION "E" F �T�'QF T��eO sc�c�F'ciF �� /' '' ♦ ♦ ♦ ♦ AGGREGATE TOBE PSURFACE ( PAVED AS PART pCOAT�) m9 pj� !/,yO '� '1/C'Y /� ,� / oy ♦ ♦ OF SECTION "F" F �qr q�F� �� •'`� '' '' �� 1ST REGENCY LAKE ° egenc g EAST REGENCY LAKE d \11,Us R SI n / / - ♦ (40 �� ' SECTION F SUMMARY 1Qo / AREA IN LOTS (UNITS) 22.5 ACRES A�AREA IN OPEN SPACE 17.8 ACRES � 75' PERIMETER BOUNDARY AREA - -., e W/ LANDSCAPED SCREEN - A �`.� , o, AREA IN PRIVATE ROADS 3.9 ACRES rPa / a (INGRESS -EGRESS ESM T.) \ , _ AREA IN REGENCY LAKES DRIVE R/W 2.0 ACRES DEVELOPMENT CO OF AMERICA °P E' :M TOTAL AREA 46.2 ACRES ZONED: B-2 N USE: VACANT I NUMBER OF LOTS (UNITS) 139 PIN:54-A-99F/G e" ace, a a � UNITS PER ACRE 3.0 pia Hv tiS 7^ 724'43" Foos OPEN SPECIE PERCENTAGE 38.5 22' VDOT NOTES: 1. REGENCY LAKES DRIVE IS TO BE THE ONILY STATE MAINTAINED $ ♦ Existing Community Wide RIGHT-OF-WAY IN THIS SECTION OF THIS DEVELOPMENT. Recreational Area Facilities -PoMmunity Center HOUSING TYPE: MANUFACTURED HOUSING °s�� `�' �• �°'�� -Tennis Courts EXISTING ZONING: MH-1 -Tot Lot -Baseball Diamond REQUIRED SETBACKS -Open Recreation Area '�� S s R �� • �° `�' F `�� MINIMUM LOT SIZE - 4,000 SQ FT `� `S�2• Aj$oe �''J 5� s �� SETBACK FROM STREET R/W - 20' F oNo. SETBACK FROM DECK/STOOP OF MOBILE HOWE >_ o()4' `� TO ANOTHER MOBILE HOMES DECK/STOOfP- 20' MINIMUM SETBACK FROM COMMON AREAS, PARKING AND SIDEWALKS - 10' ADJOINING OWNER INFORMATION NO 1� SETBACK FROM PERIMETER BOUNDARY - 50' io0 ALL ACCESSORY USES SHALL BE SETBACK NAME TAX # ZONING USE '`N`'� �� FROM ANY LOT LINE OR PROPERTY BOUN4DARY - 5' MINIMUM ASSOCIATION FOR THE PRESERVATION OF CIVIL WAR SITES, INC. 54-((A))-88/90 RP VACANT ��°c DECKS: MAY EXTEND 3' INTO A REQUIRED ELIZABETH BLES HUGHES, TRUSTEE 54-((A))-99B B-2 VACANT m SETBACK YARD. DEVELOPMENT CO. OF AMERICA 54-((A))-99F/G B-2 VACANT/COMM. �e FRANCES E. HULVER 54-((A))-101 RA RESIDENTIAL S-D 54-((A))-102 RA RESIDENTIAL tia $v eaw� 1. ALL FUTURE RESIDENTS OF REGENCY LAKKES SHALL JAMES R. WILKINS, JR. 54-((A))-105 B-2 RESIDENTIAL 0� �q�3 eke a y BE PROVIDED A COPY OF THE APPROVED PROPERTY COUNTY SCHOOL BOARD OF FREDERICK 55-((A))-22 RA VACANT/PUBLIC OWNERS' ASSOCIATION BYLAWS AND SHALL BE INFORMED DENNIS T. & MILDRED B. COLE 55-((A))-26 RP RESIDENTIAL ��°g OF THE AMOUNT OF THE ASSOCIATIONS ANNUAL FEES. REGENCY LAKE ASSOCIATES 55-((A))-28 RA RESIDENTIAL CATHERINE V. SWART 55-((A))-29 RA RESIDENTIAL 2. RECREATIONAL UNITS REQUIRED BY FMDfP CURRENTLY EXIST. KIMBERLY G. HENRY 55-((A))-31 A B-2 COMMERCIAL WILLIAMS J. MEADOWS 55-((A))-31 B B-2 COMMERCIAL FIVE A. LIMITED PARTNERSHIP 558-((A))-1 B-3 RESIDENTIAL CHRISS & PANAQUOITA POULOS 55B-((A))-2 RP RESIDENTIAL JOSEPH C. SMITH 55B-((A))-6 RP RESIDENTIAL erryville Pike GRAPHIC SCALE: 1 " = 200' ROGER L. SR. & SHIRLEY J. FISHEL 55B-((A))-7 RP RESIDENTIAL Va Roll 200 0 200 400 STEVEN A. DEHAVEN 558-((A))-B3 RP RESIDENTIAL posted 45 Mpn Speed Lima )t( E,OstV Q Tmffk boht REVISIONS JOB N0, c H scale of REGENCY LAKES ESTATES AS NOTED no. date description by ckd. �P�' a )f 1 9/3/02 REVISED PER OWNER COMMENTS E.D.H. S.E.D. DATE: MARCH, 2002 >� �l �� TAT C I�� , - C� S ®C y s)� Lv SECTION F 2 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. D.J.S. l d tl ►7 1 Gl ►J 9 inc.A n c DRAWING DESIGNED BY: z C. MADDOX, R. Z C.E.M. o CERTI ICA E NO. - Engineers - La s Water QualityT2 70 1 g K EY MAP DRAWN BY: TEAM 7 23 OJ 150-C Olde Greenwich Dr. SHEET REG TERED PRO ESSIONAL P.O. Box 781 117 East Piccadilly Street APPROVED BY: C.E.M. ENGINEER Fredericksburg, Virginia g' nia 22404 Winchester, Virginia 22601 2 OF 20 540 898-2115 540 667-2139 FREDERICK COUNTY VIRGINIA f , s- ��ooec e 1 ,ram ♦ � r • r , • .. �� ` ., . .,�.....�' �►....�!-vs`��1`�..� a i �► ice. : ,• :: � � • EL -Emil .. !! --�,. - °�� Mom• -_cam �-� -;. . AWA ,• ', /ice � � � ' �� r� �� ,�• � �� • � '� •♦ .�� • • �.�� ®r L'=.klk.. '1 �' � •. iraw.� ♦ .elan �,r • • • a/'''�7 .; . .i a+; \■ : ��JI'.' 'e�' n"'"'"urow..;ss YaiRY • • ��YII 1,j��:l�iliKCY.SX•r. � 'r • \ � . �I � �'.ur`w""'r,.�,.w...�.a„r.r. � rr,`'�� , •� • r h WEIR , A, '1i►ro,+�t`►S 6141 1 �� / BBB ;► owIN '�jl�l�, 1 �► v """"�."� "� I ` SIR �.. ��fi15M r � ' • -• , .� � . • I�•,. ��ex ■ ■ � ::,, "��_ ems, �� .. \, � ., WA IN I REMI � �� ,� �■ " d �+ '� � + �;�i� uy � � �v. !WI�� '1�6i1�dA i��N'�d a ��I��m•„�„u, .wow �� I ��t '/ _ -Ir��, , . .,�,,;•f►;�;�, � ,U� „ �„�,�!►� 1 ,� + �� .err • Pump • .�„�guIlk VY SECTION LI • _ ,�� III. � �, \ ♦ , � .. �:• �� REVISIONS no. date description 1 7/9/02 REVISED PER OWNER AND FIRE MARSHALL COMMENTS 2 7/17/03 REVISED PER COUNTY COMMENTS -1-8' TEE 1-8" G.V. & BOX -REMOVE EXISTING BLOW0� .r..•�"'� SECTION "I 1 qd JOB NO. by ekd. DATE: E.D.H. S.E.D. D.R.O. D.J.S. DESIGNED BY: DRAWN BY: APPROVED BY: MARCH, 2002 C.E.M. TEAM C.E.M. Inv(in)t 6 Inv((Out=664.fi4.39 �7 77 D gilber-t, W• c-lif Engineers - 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 (W,L,=659,10) MH F-23 Rim=666.13 Inv In)=6fi0.19 Inv Out=660.00 14 95.93 Begin Fiddler Avenue n e ion � ion W I n ON t W t r� MH F-2 Water Tight Frame and Cover R m=668 58 Inv Out)=655.55 l Inv�ln)=655.75 W(t - 0- + rt ec A / MH F-tA Ti_.� -- Water ght ^� 54+D Frame and Coverl _ Rim=664.5Q Inv In)=655.00 Inv6t=654.80 Rim=665.58 o Inv In =853:45 MH F-1) In�=fi56.45 �MH M) Out=553.25 MH F-1 Water Tight ` ` \ `` 4• d Cover 10� Inv In)=654. (2) Inv Out =654. �sociates, inn. ater Quality 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY SANITARY SEWER MAIN DESIGN MANHOLE SYMBOL DISTANCE (LF) PIPE SIZE (Inches) PIPE TYPE SLOPE L to F1 144.10' 8 PVC +0.52% F1 to FZ 152.99' 8 PVC +0.52% F2 to F3 308.10' 8 PVC +0.50% F3 to F4 263.64' 8 PVC +0.51 F4 to F5 190.46' 8 PVC +0.50% F5 to F6 237.47' 8 PVC +0.51 % F6 to F7 249.77 8 PVC +0.94% F20 to F19 86.59' 8 PVC -0.52% F19 to F7 268.71 ' 8 PVC -1.15% F7 to F8 160.00' 8 PVC +5.31 % F8 to F9 260.00' 8 PVC +0.50% F10 to F2 267.87' 8 PVC -4.05% F2 to F11 206.48' 8 PVC +1.74% F3 to F12 262.25' 8 PVC +5.09% F12 to F13 361.47' 8 PVC +2.02% F5 to F14 74.47' 8 DNP +0.54% F14 to F15 187.67' 8 DIP +2.10% F15 to F16 144.38' 8 PVC +0.87% 1`17 to F6 373.00' 8 PVC -3.22% F6 to F18 203.05' 8 PVC +3.20% K to F21 385.43' 8 PVC +1.82% F21 to F22 358.35' 8 PVC +2.46% K to F23 127.27' 6 PVC +2.75% F23 to F24 160.65' 6 PVC +2.37% CULVERT DESIIGN CULVERT NUMBER DISTANCE (LF) PIPE SIZE/ TYPE INVERT IN INVERT OUT 1 117.00' 27"A RCP 670.00 667.50 Z 65.00' 30"0 RCP 667.25 666.50 3 55,00' 18" o CMP 667.63 666.63 4 60.00' 49"x33" CMPA 663.41 662.84 5 41.00' 15" 0 CMP 669.05 668.72 6 41,00' 15" 0 CMP 670.08 669.75 7 47.00' 15" o CMP 670.04 668.97 B 44.00' 15" 0 CMP 668.28 667.61 9 46.00' 18" 0 CMP 675.89 675.23 10 51.00 24" 0 CMP 666.13 665.13 11 140.00' 48" 0 CMP 660.28 6.98.75 LEGEND Proposed Cullvert Proposed Salnitary Sewer Line w/Manhole Proposed Fire Hydrant Proposed Gate Valve - - - ---- X - Existing Gotel Valve Proposed Waiter Main Proposed Sewer Lateral a Prop. Dual Water Lateral with Meters Prop. Single Water Lateral with Meter ----s - c, Existing Soniitary Sewer Line w/MH ----w---- Existing Water Main CKL Existing Power Pole --- ---r -- -- Existing Gas Main 20' Drainage Easement Existing 20' Drainage Easement r_ 20' Water M1ain Easement 20' Sanitary Sewer Easement Shenandoah Goa Company R/W 5(y Eoamnent Existing50' Gas Easement - HIGH PRESSURE GAS LINE 100' VDOT Roadway Easement 100' VDOT [Roadway Easement NOTES: 1) All utility crossings of Right -of -Way shall be backfilled with onsite material. This fill shall be placed in 4"-6" lifts and compacted as per General Note #7. 2) All water line bends to be restrained with Megalugs. 3) Regency Lakes Drive shall be completely constructed prior to the issuance of any building permits (mobile home permits) in Section F. 4) All new utilities shall be placed underground. GRAPHIC SCALE: 1 " = 80' 80 0 80 160 scale REGENCY LAKES ESTATES AS NOTED SECTION "F" DRAWING SITE UTILITIES PLAN C 1 SHEET 3 of 20 VIRGINIA F �(I W V1 � i �a i t i 1 i -EN F-7 ASSOCIATION FOR THE PR[SERVATION OF CIVIL WAR SITES, MATCH LINE "D—D" (See Sheet 6) OCCFAARI V 680-- 0�� L ! _ 4—j nW) \ co SHENANDOAH GAS NOTE: SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50' OF THE CENTERLINE OF THE GAS PIPELINE. NO BLASTING WILL BE ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOUIRS PRIOR TO ANY WORK WITHIN THE GAS RIGHT—OF—WAY (25' FROM 5 1 -, CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. P( #100-1 *\ Denotes FCSA Number Denotes Street Address GRAPHIC SCALE: 1 " = 40' 40 0 40 80 I:LL�jl:L�Ljl� M r� Z Z o � 0-4 ~ F a z W 5 o W W U Q 0 Z Z w O z o C) U Q U W W Z 3 3 0 O O U W W W 0- d d 0 0 0 W (f) V) W No No 0 A- �7 07 Z — ENn U U) cad N CY • ,..+ a) O Cd 4j --+ 0 QCco a�to-4 � � u3 I �to ho 0 U � � a� t� ,q U CQ A d a� �.-4 w ) C 0 � W0 o co .—+ C0Q)o �'G 1 N 1 wow LU _ �aO �w� r c� w z gw wow Uvh'W 0 M 1! U F U CQ o Lv scale AS NOTED DRAWING � (1� U U C2 Qy''A w z SHEET v1 a H QQ9�Q 4 OF 20 Li 6 Ile Z z 0 0 > C13 Now Z UJ swonow UJ 0 0 PERIMETER BOUNDARY ETBACK . . ... ..... w Z Z D 666 66 N, 0 0 674 a- a_ LJ LJ 66B Ln V) 662 -- \ V, T 04 P 89 388 1 387 MH F—H N 90 -Z 391 3 N, Ri ......... 392 1 Inv In 6 1 _4 co 0 AlInvOut)-660., 0 w 4 Q0 CQ cq 0 U2 Fid jer Ave ue 'r'`� __- " \ >1 15 14 #166 #162 160 1 -:U-o 6 nd c U) cd qj tic 4 Se 'On F #168 i f 8'4cr T \BE Q -4-3 672 A�"Is 7 (0 2-8"22 1 2* V) I BENQS — >1 cn MH F-24 1 #159 W 670.10 #163 q-,�b F_ M I ni V (0-ult)-66-5, OCL cQ < 20 Or ESM t. K ti 4 4-) 0 Id C\I, Water Ti ht srnt. co Frame a a Cover-, 0 J/ A- .. . . I . I . 1% ?0; PQ Rim=669 Q Inv In)=66 .70 0 H EA D POWER f bt lnvOL)— 63.50 I r�s ctlI I Water Ih P-4 PrA From '� over _j PT 20 58.11 -sand d (�O'vl� NIA On Ex. '��-hole , 1, 11 -_ "Ill _1� : cc Rim=662.75 416 D 0 -+rwPn)=656.50(2) 4k z V -U-1 -Iny(Olu-t)�—_656.30 0 . H 7--w�S < 412 auf, I < M H F— 10 Of a_ 0 cc 477 cJ 126 41 Rim=673.22 Jnv�Out)=667.12 Pypy 0 0 #124 470 #118 GIN. . 2 +_3.9 # 19 N (1�e 0 > 7. 5+74. A Ve u el A ... . . . . . . ... ND 1000' 7 z E- 2 1 #125 SHENANDOAH GAS NOTE: C0 SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS # 23 #121 PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50' OF THE Z 9 # 1 17 CENTERLINE OF THE GAS PIPELINE. NO BLASTING WILL BE CD Ei + 't ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. < 8 CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOURS 519 En 0 1 520 0- PRIOR TO ANY WORK WITHIN THE GAS RIGHT—OF—WAY (25' FROM Lij 52 E- 6 CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION 6. 20'ss 522 r4 srnt. 523 U) PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. z 0 ------- _MH F-12/ #100— 1 U 5 3 Rim .00 5 I 511 I Inv( n =670. X\ ]Inv( ut)=670.50 (�i _7#__ UI Denotes FCSA Number 510 509 54 _> \ A, 0 AA. 508 S'. Denotes Street Address �g �A cQ AS NOTED r 1.6 I \ i C:l 0 #114 112 #104 N DRAWING #1101 #1 C3 E_ — ---- ----- --------- 1`1 F rt T ... ..... GRAPHIC SCALE: 1 11 = 401 A A SHEET 40 0 40 80 z 0 cn aE_ MATCH LINE "D—D" (See Sheet 7) W � -:4 IQ Cl 5 OF 20 MATCH LINE "D—D' (See Sheet 4) 6 d (! (n U Lj Vi Lj 6 __3 6 __3 6 -------------- - - - - - - - - - - - - - - + 10 MH F-7 Uj Uj Uj Rim=672.71 N '90 1111�1 Ln Inv In)=664.02 (2) Inv Out)=663.82 'N; M z Esmt. " N MH F 0 7 MH F-8 Inv ln)= _11.5.3'-P) `0 > ---d) Inv Out)=6t�,35 (0 "1 z U) V4_ Rim =679.09 6 E-t Inv In)=672.1,5 Uj Inv0t)=�'677_1-AYA 1,995 x Vj s 4_1 0 w �z Z CN 0- \MH F- LLJ W CD 0 0 0 0 Yk�er Tight 6 __-�, y, Ljj gm-e, and Cover_ N r \ _O -�1- \�\ , Z `7 00 i r� 6 6-4-.B 8 z z z D (/) �: �: 3: 0 0 i�v In�-660J_6-(2_) 0 0 0 0 Lu Inv �Gut 59.900 n 0 4 +UU Uj Uj w w u) (n (n (n (7) I -If fy- ir n� LU 00 N N N n '0' P, �z CN CY) C 0, C)n�/ (, o (N 00 0 CD N n L0 z GIvil 1 1-4 QO 0 CN SZ 4 Q) 0 a) to k C\j CQ CN X Inv In)=659.01 -w C\j 0 A- N Inv Out)=658.81 (D Is — D_ N Ni 2-822 1 2BEhTD CP cc 6 DIR Al N A(, (j) Cd tw Lf) Cd k PC 44+28.08 U T C) Cr MH F-14 _ '� d -- _ 1� IN 0 R Q im=665.48 -�-j M W cu N <::C LL_ Z*1 Inv jnq�ln)=660.7 Ln u )=660.53 N,\F- 18 674 40'R Ln Rim= 1.86 Q0 ut7 3F N 0_ 0 1> 41 I<c Ln Lij MH F-9 IN CQ Ln N, Rim =679.58 rL 0 Cd Inv (Out)=673.58 0 o qC) ANI4 > C) cu 4) DOix 7 F_ 21 Cq LO )1b bt 11 rZ Uj 0 cc 8 2 - M ACN /' CN) I PC '.4 PLO 44 21+3701 _40 -13' 0-- Q, O V ONIA en 0 X LLJ Lq Z X 0 0 Ld �76 ouc (nng z wow MH F-1 Of of LL =670.57 /�o 2 - 8 22 MH F-16 Inv In =664.59 hoo S Inv u0=664.39 IyInv(Out)=665 85 z T- WOODS 9.68 ''Artif d- -2-3 -�-4-a Ave-h y e C\4WOODS > ------ 3_8,96-.-5-9-JZ�gency Lake§__PrtVe WOODS 1-8" --IE-E---- G.V. &-BGX-- WOODS MGVE--E�_ISTING BL0W0F_F,-VAtVC_ ,,,,,,Ow co z -WOODS E __5LCT4QN 38+ 7.1 wwwwo-, 00-0-m-W GC N pq qE- U) CL Owwww/ SHENANDOAH GAS NOTE: w F=, woono C) SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS Cn + 00 PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50' OF THE Q ' `r �� ~ -' - 4 00 K) CENTERLINE OF THE GAS PIPELINE. NO BLASTING C ---- --- ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. p4 CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOURS PRIOR TO ANY WORK WITHIN THE GAS RIGHT-OF-WAY (25' FROM CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION r4 z V) � 0 PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. 0 6- --___ \� °� �' �' '�I •' #100— 1 D Denotes FCSA Number \V, -- P -__ - ' .�`' '\ Denotes Street Address scale 0 AS NOTED F, CQ DRAWING C4 40' 40 0 40 80 Z SHEET 6 OF 20 MATCH LINE 11 6 D—D" (See Sheet 5) Q w Vi 614 -MA F..-.2 ........ .. N -Water Tight From ` 1 , W and Cover 6 C) C) Rim=668.5 C) c:) ny 5.55 -2-1) v In)=\ 55.77A aND _r, MH F-1A - ------ 1T 01 0 Water Tight 4103 54+0 Frame and Cover 7 'b,7 5 Rim=664.50 #1 13 #109 6 Inv In)=655.00 Inv0t)=654.80 n zP0, z z 0 E- 5-� U) 504 503 0 499 502 0 50 501 f�2 Ex. H+4-� 0 z L -7 n > oo Rim 665.58 1 v( 0 r 1 653 . MH F-1) z 77, < Inv � � \ =656. MH M) Z Inv Q=65 5 Z :D 3: 0 0 0 (0 of (LI �'j yu bb A_ Uj Uj PJA 48 00 1 , I 40'R - a(L (D to W/M 6' 0 T S64 A- C 04 b-()U , Cn 0 END R ME T 0 141 1 CN I I I I I MHF Water Tight 0 0 0 = to ..4 C\j CV Fro d Cover Cq I m=66 r- co cc Water Tight H Inv In)=654. _�_c Cover nv Out)=65 .2 C) Rim==668.57 -M q4 > U-J jnv(ln)=657.49 (2) Cy I n v (0 u 657.2 0 #105� ENO ,�.- j" ... O � .� 401 LLJ z U PAVEMENT MH F-11 Rim=665.08 $ gL� \ 1 Inv(Out)=659.00 PSSEM \ �, 0 cli Cd CQ �4 p Cd tw I �� ` �, a > 4U ;U, t2 0 4 M 1-4 Q bc EXISTING WEST P%4 N I A 0 400 z REGENCY LACK E -w ��.<z w 0<0)UOn N V) z < NP, V) r69 Lw, Z, LIJ 0 w (W. L. 6 5 9, 10) ry a- Lu /yo C3 00000' kvyy 0 0 z > 00000 SHENANDOAH GAS NOTE: SHENANDOAH GAS MUST BE NOTIFIED 48 WORKING HOURS z E4 PRIOR TO ANY BLASTING ACTIVITIES WITHIN 50' OF THE � 000000 CENTERLINE OF THE GAS PIPELINE. NO BLASTING WILL BE U) 2 CL 00000* ALLOWED WITHIN 25' OF THE CENTERLINE OF THE GAS PIPELINE. CONTRACTOR MUST NOTIFY SHENANDOAH GAS 48 WORKING HOURS z z I a PRIOR TO ANY WORK WITHIN THE GAS RIGHT-OF-WAY (25' FROM E4 < CENTERLINE OF PIPE). SHENANDOAH GAS WILL AT ITS DISCRETION >-4 U w P4 PROVIDE STANDBY INSPECTION SERVICE DURING THIS WORK. z LLJ E- #100— 1 V) z It �D Denotes FCSA Number 7 Denotes Street Address scale w AS NOTED DRAWING - ----- ---- 05 GRAPHIC SCALE: 1 40' 80 SHEET 6 4 40 0 40 0 U2 aa H _C4 7 OF 20 X3 O v U 0 O 0 O c 0 o>o a U U C- U O41 o cn -a o a = 0 ^ 3 > o 00 C U 0 � O • O i O , ^r V O a] O I,j JI BUFFER W/ DSCAPE SCREEN O j LU CJ W W m Z CnLtj °00 cc Of Q Q) < O C: I Nj Lij z O O ^ Q L f 1\ U �IO ^ � N Q Q 00 a clip, Uoy 4 / REVISIONS no. date description 1 7/9/02 REVISED PER OWNER COMMENTS 2 7/17/03 REVISED PER COUNTY COMMENTS ASSOCIATION FOR THE PRESERVATION OF CIVIL WAR SITES, INC. Zoned: RP Use: Vacant PIN: 54-A-88/90 -_T7T 7" - - ------ - ----- - ►�o� n28 NI JOB NO. by ckd. E.D.H. S.E.D. DATE: D.R.O. D.J.S. DESIGNED BY: DRAWN BY: FAU 0111A31tmelti� MARCH, 2002 C.E.M. TEAM C.E.M. rCMAD FX, JR. z o CERTIFICATE NO. - U 70 1 74 ,O REGISTERED PROFESSIONAL ENGINEER _ r;�) 50' PERIMETER BOUNDARY SETBACK gilbert w. clif Engineers - 150-C Olde Greenwich Dr. P.O. Bog 781 Fredericksburg, Virginia 22404 (540) 898-2115 CURVE DATA CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA A 220.00' 254.42' 143.58' 240.48' N21'54'24"W 66'15'40" B 90.00' 141.24' 89.86' 127.18' S80'00'22"W 89'54'49" C 60.00' 87.61' 53.71' 80.03' S06'46'58"E 83'39'51" D 500.00' 51.01' 25.53' 50.99' S45'41'33"E 05'50'42" E 50.00' 78.54' 50.00' 70.71 ' S56' 13'26"W 90'00'00" F 180.00' 248.43' 148.59' 229.18' N74' 10'41 "E 79'04'44" G 75.00' 95.83' 55.71 ' 89.44' S43' 18'49"E 73' 12'26" H 100.00' 72.88' 38.15' 71.28' N 14' 10' 1 1 "E 41'45'33" 1 1354.00' 526.00' 266.36' 522.70' N64'56'58"W 22'15'30" J 150.00' 231.59' 146.02' 209.26' N09*35'27"W 88'27'33" LINE DATA LINE DIRECTION DISTANCE 1 N11'13'26"E 193.27' 1a N11'13'26"E 146.15' 1 b N1 1'13'26"E 47.13' 2 N55'02'14"W 442.01' 2a N55'02' 14"W 127.23' 2b N55'02'14"W 334.66' 3 N55'02' 14"W 393.67' 3a N55'02' 14"W 213.53' 3b N55'02' 14"W 180.14' 4 S_35'02'57"W 712.40' 5 S42'46'12"E 74.05' 6 511'13'26"W 48.21' 7 N78'46'34"W 70.38' 8 N34'38'20"E 115,85' 9 S66'16'57"E 313.75' 10 S06'42'36"E 63.28' 11 S79'55'02"E 232.58' 12 N06'42'36"W 62.79' 13 N35'02'57"E 562.03' 14 N34'38'20"E 115.44' 15 N34'38'20"E 503.77' FIDDLER AVENUE COMSTOCK COURT ARTIFACT AVENUE FIDDLER AVENUE I - ARTIFACT AVENUE AVERELL AVENUE ARTIFACT AVENUE LOT CALCULATIONS Lot # Area (30 Area (Acres) 387 6,240 0.14 388 6,240 0.14 389 6,240 0.14 390 6,240 0.14 391 1 6,240 0.14 392 6,660 0.16 393 6,599 0.15 394 7,961 0.19 395 10,911 0.25 396 10,646 0.25 397 6,422 0.15 398 11.679 0.27 399 9,642 0.22 400 7,142 0.16 401 6,616 0.15 402 14,667 0.34 403 7,359 0.17 404 6,240 0.14 405 6,329 0.15 406 6,720 0.16 407 7,809 0.18 408 9,222 0.21 409 9,528 0.22 410 8,436 0.19 411 7,214 0.17 412 6,715 0.15 413 7,993 0.18 414 6,436 0.15 415 7,454 0.17 416 6,314 0.15 417 6,291 0.14 418 7,822 0.18 419 7,271 0.17 420 9,637 0.22 421 5,567 0,13 422 5,638 0.13 423 7,789 0.18 424 6,194 0.14 425 6,171 0.14 426 6.147 0.14 427 6,124 0.14 428 6,101 0.14 429 6,077 0.14 430 7,167 0.16 431 8,225 0.19 432 8,588 0.19 433 8,505 0.19 434 6,713 0.15 435 6,232 0.14 436 5,980 0.14 437 5,980 0.14 438 6,440 0.15 439 6,440 0.15 440 5,980 0.14 441 5,980 0.14 442 5,980 0.14 443 5,980 0.14 444 5,980 0.14 445 5,980 0.14 446 5,980 0.14 447 5,980 0.14 4-48 7,063 0.16 449 9,238 0.22 450 6,240 0.14 451 6,240 0.14 452 6,240 0.14 453 6,240 D.14 454 6,240 0.14 455 6,240 0.14 456 6,240 0.14 REQUIRED OFF-STREET PARKING: 2 PER UNIT PROVIDED OFF-STREET PARKING: 2 PER UNIT TYPICAL DRIVEWAY LAYOUT SCALE: 1 "=40' Isoci tes, Inc. ater Quality 117 East Piccadilly Street Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY ARTIFACT' AVENUE DRAPER AVENUE CHAMBERLAIN COURT DRAPER AVENUE ARTIFACIF AVENUE AVERELL AVENUE ARTIFACT AVENUE LOT CALCULATIONS Lot # Area (sf) Area (Acres) 457 6,720 0.16 458 7,200 0.17 459 6,720 0.16 460 6,240 0.14 461 6,240 0.14 462 6,240 0.14 463 7,400 0.17 464 8,490 0.20 465 6,240 0.14 466 6,240 0.14 467 6,240 0.14 468 6,720 0.16 469 6,720 0.16 470 6,240 0.14 471 6,240 0.14 472 6,241 0,14 473 8,575 0.20 474 16,223 0.38 475 8,373 0.19 476 9,647 0.22 477 8,134 0.19 478 7,344 479 7,344 _0.17 0.17 480 13,679 0.31 481 12,214 0.28 482 9,524 0.22 483 6,240 0.14 484 6,240 0,14 485 6,240 0.14 486 6,102 0.14 487 5,489 0.13 488 4,842 0.11 489 7,121 0.16 490 5,720 0.13 491 7,137 0.17 492 5,310 0.12 493 5,530 0.13 494 8,090 0.19 495 8,744 0.20 496 1 7,891 0.18 497 1 7,075 0.16 498 6,547 0.15 499 6,037 0.14 5DO 5,707 0.13 501 5,356 0.12 502 5,939 0.14 503 6,501 0.14 504 5,276 0.12 505 5,276 0.12 506 7,997 0.18 507 6,896 0.16 508 7,909 0.18 509 6,314 0.14 510 61444 0.15 511 6,081 0.14 512 6,201 0.14 513 6,223 0.14 514 4,708 0.11 515 8,187 0.19 516 7,487 0.17 517 5,980 0.14 518 5,980 0.14 519 5,980 0.14 520 5,980 0.14 521 5,980 0.14 522 5,980 0.14 523 6,180 0.14 524 7.522 0.17 5:25 5,929 0.13 NOTE: ALL LOT DATA IS PRELIMINARY. SEE RECORD PLATS FOR ACTUAL LOT INFO. 80' 6' 8' SINGLE WID 14' 6' 34' 12' 60, 26' 8' 28' DOUBLE WIDE 6' 24' 12, 80l' 6' 8' 4' -- -- 28' DOUBLF, WIDE 6' 34' 121, TYPICAL UNITS SCALE: 1 "=40' TYPICAL UNIT HEIGHT IS 14'. GRAPHIC SCALE: 1 " = 80' 80 0 80 160 scale REGENCY LAKES ESTATES AS NOTED SECTION "F" DRAWING SITE STAKEOUT PLAN C6 SHEET 8 OF 20 VIRGINIA o vi LJ 0 In (0 n Ln 0 Ln 0 Ln - 0 Ln CV) rr) 0 n [` 0 rl- LC) r1r) rl- L0 Q0 0 00 0 IN IN 0 cc 0) 0 -j- (D d) n Ln 00 00 0 Nt Ln n 1,- 0 (N LC) r__ CY) 0 (N N-) rq CN oo Lo 66 Ln rq-) (,C) -It r", 00 r, r1r) Q0 C) 00 (D CO 0 r1r) n 0 0 0 00 0 A� r 00 0 6 0j 0j 0-) 0 �O (0 (or` r__ rl- r- r,- f-, r- r__ rl- r- rl- r,- r- r,- rl- r__ r__ rl- co to (0 CO Qc) (__ rl- -Uo,L►�waU Z�-U--. -i�z,�Qw,'Oi D co (C) (D (0 Q0 (0 (D Q0 (0 (0 (0 (D Q0 (0 Q0 Co (.D (D ('0 (D (.D co CO ca (0 (0 QD (0 (0 Ca QC) (0 (0 Co c0 Co UD C0 co MH 1H MH MH P.V.I. STA 4+50 MH 15 (F�- 16 F-1 8 F-6 P.V.I. ELEV 674.00 F-17 00 E0 A = 5.147 z P.V.STA = 3+25 r, n� Ln P. V. 1. STA 0+75 K = 19.4,3 Q0 0') P.V.1. ELEV = 670.25 Ln P.V. I. STA = 1 +75 _j __j P.V.1. ELEV = 672.75 P.V.I. ELEV = E75.00 P.V.I. STA = 3+25 100' VIC < 7.50C A 2.844 T: A A 8.753 z U) P.V.1. ELEV = 665.00 V.S.D.=179' Ir ME Existing P. 100, �C 150' VC w 10.82 100' VC Grade V.S.D.=284 V.S.D.= 15 1' 150' VC W Ln n Z Co E z < uj V.S. D. 139 00 f-, 99 -CIO 0 0 680 C� 680 Co Ln > (_0 00 1-0 n L.Lj w Z + '2 z D M - .0 i�: 0 E 00 > Lij 0 + Lij, US 675 06 675 n (b Cn CN Of Of _1 c00% 18" min. C_� 0 8s D R 21 X M X1 670 4- 670 U t55:z 00 ON-t- 1 0 Co -0 -Proposed M -b 0C X 14 .38' k Grade M 0�pp 665 0 665 CQ Cv 8" Co N NJ SDR 37 3. CM W}1�J_=A'O AnaI' ,- SDR 21 Cn Cd s R 3b C: Q) > M 10 1 v to a 0 ;.4 T) Q 4 > u f> I min. 660 > to 660 00 001 Ul 4_1 a., (A 'D Q) < Co IN Ln N 0C) Co d 03 C) 4- (0 r- Q0 V) Lf) 0 4-j 0 C % 7 IN 0 Ln IN _j 0 Q0 n 0 qtzz Q0 0� Zvi- (D �0 Ln n 6 U z q -- - ) n L6 CC) (0 00 Ln (0 :�i Co C� 1111 I + Q A Co Q0 00 C-) 00 CC In 0) CL 0-a- Q_ n In 00 00 > 0 0 00 :10 LO Qj 0 (N Lr) 0) r- Q0 CN - 0 - (.0 q0 0 Lf) ()a ID 1 01 IDI 0 0 0,0 0 0 0 + + + QCI tw rn 41-00 3+00 2+00 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ;-4 > Q) CHAMBERLAIN COURT DRAPER AVENUE CC) -7- i 11) -4- (0 Ln 0 Co Ln (_0 0 0) In 00 M (0 Co 03 Ln (,- n Ln Ln I rq 0)(_0 -It 00 0 in CO Lf) 0 Ln Ln 0) Ln C14 r- Ln CN CO 0) 0 00 0 - 0 (__ Ln n 0 IN N i�_ Q0 c0 r__ Q0 IN ca Ln r'- Ln N 0) 0) CN CO n L0 >4 rj CM . . 1 0 Co OUHW 60 C� C_� r-i r-i I"i �Ii �ri 4 L6 (D r_� C6 0) 0� 6 66 -4- -4- n �0 N') n n IN - 0 M 0) 00 00 0) 0-) 0 0 u r- r__ f__ I,- r- 1,- 00 00 00 00 00 00 X 00 0000 00 00 00 00 00 00 00 00 00 Co I,- F__ 00 00 (0 Q0 (0 (0 Co (.0 Q0 Q0 (0 (0 (0 (ID co (0 (.0 Co QO (.0 Q0 Q0 Q0 Q0 Q0 (0 co co to QO Q0 (0 (0 QO Q0 QO Co to t0 (0 (0 4 P-4 ;7.4 P.V.STA = 4+75 P.W. STA 2+75 MH M N I F- 0� - P.V.I. ELEV 672.50 P.V.I. ELEV = 679.25 �D2 0 z n A = 1.37 P.V.1 STA 1 +25 >�w k� LCU, Z (if FIN. ISTA 7+75 v 0 Fl. V. 1. FE E E 678.50 zw P.V.STA = 1 +75 < = 72.7Z P. V. 1. E LEV 6 5.25 0 u ON Ln 'Ln, C5 K = 22.86 A 3 75 ,, i-, I- - Ls C-) 'Zi 8 F-- N 'y 0� P.W. ELEV = 673.50 A = 3.9,� 1 K : '2 . 8 [if I \ 0- 1 100' VC < = 25.44 \9 A = 2.794 100, VC -.0- 1 100, VIC /yo 4 C3 690 K = 35.79 'V.S.D.=533' 1100' VC 690 NOO V.S.D.=21 9 Proposed C\j 100VC E E C D Grade E 11� CO n I I C6 685 Ee - 685 > X 0 r4,) M +'2 - rr. CL 00 0.500% E- 680 680 E ry 00 CO 00 U0 CL i T X 0 Ln 0 (D (D in A-:) 8 'FDR 21 LIJ M C X 675 TO 8" SDR 21 675 CD OU LJ < 00 03 C 3 a) _j C Lj E- -1,0007 W Q) Q) Q) -Existing +1.794%_ - __ - I > A M M in M 0 > q (n Grade O_ < C/:) > U_ C) ck3 670 4-1 1 ,-)1 1 C 670 E- CN < 0 > E a 0- 0 00 0 M 0 - (o 03 00 )3 00 > 4- E ,P 0 00 1 In iLn 665 665 Ln U) 0 1 11 11 CN 0 00 0 Lq < U-) n 0 _j CD L6 0') L_L_ LO Ln 00 Ln z#, EEJ Ln w < QD u (.0 00 4_1 -4-1 Q0 Q0 < z A- > n Ld L'i scale LL EL Q) In CL Lij n Ln 0 0 11 0- 11 11 11 > _j 0 _j C,2 AS NOTED I < <_ 0 Ln Ln Ln Ln Ln Ln LO CS) Ln Ln Ln Ln Lf) Lr) n > 00 0 C) I- > IN u) Ln CN (N fl- 0 0 U E- U CQ DRAWING i- Ln r, (b 00 C: C() U) CN + Z + 0 0 + 00 + + + + + + + + 0 IN IN Ln Ln Go w Co cc 0 1 M u C7 H 6 (F 6 17 03 00 ra d� `Q7 M F- �V. I 2 u ;7 7 <1 SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 n,, i:e. LO CD 0 Co 0� E_ AVERELL AVENUE r4 Q � "'1 9 OF 20 !* : • 675 1 670 665 :•• 655- 650 � Lf) N O In O 0 00 rn 1,-) In O O 0 O O O O O O O O (.o rn Co N In � (.0 d- O In rn In a0 r` 00 rq I� r-- O = In m O O 0 In O O O O O 0 Lo r- 00 O O r- N In Co In N O I� m O 0 d- d Lo (D I, 00 0) 0 s- N V-) rr) n rn d- d V� rn N O m a7 Co (D r- r1- r- r- r- f` r r- � � r- r- r1- r1 r� Co 00 00 00 00 m 00 00 00 00 00 Co Co CO � � r`- (D CD Co CD CO CO Co CO CD CO Co (o CO (0 CD Co CD Co Co CD CD CO (o CO CD CO (o Co Co (D CD CO Co CD (o (D Co MH (\ O � W = MH P.V.. -17B STA = 9+75 F-10 cc II P.V.I. STA= 4+00 `� 0) P.V.I. ELEV = 695.50 N P.V.I. ELEV = 674.0 + - A = 7.00 MH Co A = 1.000 LJ `D = 28.57F - 1 E K = 00.00 200' VC In (� _ N rn co o N r-)Iq d N Co 00 m rn ro r") 00 -,1- 00 O r- .- - rn P I STA = 2 + 2 5 100' - V.C. PropcGrad sed o In Co w (o (6 (D C6 C6 (o Co (O Q0 � (D � � (.O (o 00 (o Cd (o 00 (D . P .V.. . . ELEV = 672.25 I _-- _ r �19 _0 (o (o (o (o (O (o (D (o CD (D Co (D = 0.907 \ / _- = 110.2 + 0 H M H �, 100' V.C. _ -- 12s \009 F 11 P.V.I. STA = 0 75 -2 0 P.V.I. ELEV = 6)6.84 U S.D.=783 - - ' 839• ,-' � __- a a 0 = 1 .08 i= ° + 1.0 0 __- -'" Existing v ( R 35 � = 9 2.3 4 �- °' __- __--- Grade o 100' V.C. o -' Q 8" SD 21 .90 % � � 00 2.0 3 7 m x i o 00 d 0 -1.00 % ,- o " I a I `- v -_ > > Q _ a� In I I In o C O �' © I-- Ca 00 Ir J SO R > < I I N > > 4cc it uI r` cD N I I r7 r N 00 > o r N 0) C) � -+ `- 4-- 1 In d N I Cn i N > `? � I N ©N O 0 (D (� N O - > .- W O � (D cf (D cD (D rn LL In . In jr •dam- 0 '- N Co F 4 r') I- O rn `- I O I LL- +, o O + Co � (D U (o +' r- .- m ~1- I 0 W 00m I j+ (D +I -. _ Cl- (L II �- 0- N II I.n 00 O 00 n fi 00 cv 0- II 0- II II O II CL II O II rn O r\ I O II N Co `- II In N In � co Ln d- N II O 0 r- .- - 00 ' > - � C II O N .- � II In In N Ln r'- .- > 0 + c n 0 0 r` " t O In 11 n � � pp �f > Ln Ln rn + op O + + + + + + + + + + + + + + + + + + + + + + o + -- ,- 0 00 O O O 0 r ,- N N d �t d In I _ 00 Co 0) - - - - 2+00 1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 COMSTOCK COURT ARTIFACT AVENUE O In 0) In O Ln `- 00 n 00 n 00 In N (D (D M 0 O O O 0) In 0) O O O In N O r� Ln -t- 00 In r--oo 03 N n n In r7 O n In In N (fl In In O Cn m (D In d I') r7 I n d d i In Lri � Lfi d N N N N rn In r (D (D (o (o (o (o Coco cc Co Co (D (o (D co (o (o CD (0 Co (D (D (0 CF- H P.V.I. STA = 1 +25 1_ MH ' Lq MH P.V.I. STA = 16+50 MH P.V.I. ELEV - 6 3.00 II In F-1 F-20 � P.V.I. ELEV = 671.50 F-7 'n = 6.50 EC CA = 6.000 685 K- w K = 16.67 � E 10 VC cc P.V.I. STA = 1 +25 (o P.V.I. ELEV = 6 6.00 100 VC Proposed m MH y A = 3.50 Grade 0- (F-17A ' m K = , 28.5 680Ln \OOOg o N I V.S.D.= 240 I I c�i ° � r,-) � k o cc M j o U + W % ° W 675 _ w -2 (o w o i t� 670 DR kL 5 \ 13 .96-8' © .50% + m 1 0. �5 6 SQR 86.5 '_8,� 0.5 % 6 .71 -8" © 1,15i SD 35 m m (�' a� E ai N N N p >. 6 6 5 d �n �n c tv7 _ N r- (D � m N N� N _ x 00 cc - = N a) N � N I I '� 00 _ m_ m I c u m `� oo 00 00 00cc w IN M 6 60 a r1-� H I o N ��-- r- �- o o o LL cD Z I N N L� > 03 N o 1 0 cc I) > (0 11 > D > w > I `? > j > - > Co II (o co .,-- II II N( .� C9 II 11 II n (n O II ��? 11 11 II II II cOn II Ln -1 r') (n II II '' Lo n -I n In o � O - o + 00 0 -+ 00 00 + N N O + 00 c + + + + + + + > > + 0+ I I ++ N N �+) - r� d d d cD co (o - Q 0 c N N 1- r 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 18+00 ARTIFACT AVENUE 7+00 9+00 1 n-1-00 O 0 O M fl- In ro O Co cD c0 In Co - (D I d (M (� In O In In - - O In 00 07 00 -- ,- N Co O C0 N I r, r7 I N N � f� N CD r`- Co 00 Co N 00 N 00 N 03 N 00 ou 00 00 0 00 m r`- o) ram• r-� r- r1_ d f`- M, (` r-- I N r� N r-- r1- O r 0 r- c0 CD CO Co c0 (0 Co (D C01 (0 co (p Co (o Co (D (D 10 c0 10 10 10 O H H P.V.I. STA = 2 +75 F S Existing F 9 Grade P.V,I. ELEV = 671.80 � � m = 6.3 e 675 670 ••M 655 650 •: m U) C)LLJ z 0 z U > w a U Q o z o M > w a o I z z o C) 0 C ) C:f w X w o w w L W N M O Q � � z r- N U ato-4 CNI CV � r o U >� O N'b0 CV- C', a Q U I q tin N N bi „fir a� 00 U bI-�00 O Co r-1 L) - � O O U •d� Lo NIA p XLwz� O per' ryow oQo� Iw-�z 000 cnw� < E� 1 w0w d a_ k�AvOLj w ;nv U C-)W00 z a 8" S R 21 \s 8�9 o 675 Lv J \ 2 6.04'-8 0.50% Ew, LJL- SDR 5 P.V.I. STA -= 2 +25 m m _2 08 E- P.V.I. ELEV = 636.50 II N w 670 w - _ 30. 3 - ; 0 C Ln In 300,VC + N m m Co E x C:)J N cc 00 \ x (o r� I - I - �- ,-' 0 665 U >1 O - = 0) > � 11 N 00 I W 00 00 > 00 1 W E- a � o Ln I I n I> r 0 T 0 CD O O 660 U w I W + Ln W 1 I- N � o z co 0) c, C) I - In _ O In Co I = U =FL 1,6 � U >. - >. 0- > > Co rn I I 00 I I n a 0 Q W I I J .- �- In n II 11 . OC)� -4-� N (o II In II In C . II In d- 11 In rn >, U z O r7 In + N r7 O N I� 0) N + d + Co -Y f-- W J N �`� oi scale AS NOTED + 00 - N N � N N CN N N IN N NN N to N U J O > U o O U o W H W w DRAWING Ul m M u C8 19+00 20+00 21 +00 22+00 23+00 u = U z Q q 0 SHEET o -no 0 �w pq 10 OF 20 675 670 665 Ln o co 680 Existing Grade 20' 21' Proposed 675 Grade 670 665 Drainage Area Summary Area Acres C CA Hi Elev. Lo Elev. dE L(ft) Tc A 17.30 0.40 6.92 699 670 29 1,425 9 .B 2.22 0.40 0.89 685 672 13 320 5 C 2.68 0.40 1.07 684 668 16 335 5 D 4.00 0.40 1.60 684 663 21 365 5 E 0.91 0.40 0.36 684 669 15 190 5 F 0.36 0.40 0.14 683 670 13 210 5 G 1.78 0.40 0.71 685 670 15 500 5 H 1.56 0.40 0.62 685 668 17 770 6 I 2.11 0.40 0.84 685 676 9 310 5 1 3.49 0.40 1.40 683 666 17 560 5 K 39.10 1 0.40 1 15.64 1 697 1 660 37 1 1,965 12 D 65'-30"0 RCP ® 1.15% � N C) r Ln 41 ° cD cD co CD C C CULVERT NO. 2 12+59 Artifact Avenue Skew 31'53' Left 680 675 675 670 670 Inv.668.89 N Ln � c \ O ° c6 Cr > W 665 a' °' 41 ' 15"4� CMP cO N ® 0.80% 4 N - I c W I 00 W CULVERT NO. 5 22+94 Artifact Avenue cD rn a rn cD Iq oa Oq I.n Co 00 ai 00 00 r c0 cD r• W r (D r- cD 22' 24' Proposed Existing Grade 680 Grade 675 'Inv.675.57 c � 46'-18"0 CMP N � 00 -a 1® 1.43% � -6 cr C N 00 0 N ° W CULVERT NO. 9 I w 1 1 +03 Averell Avenue REVISIONS no. date description 117/17/0,31 REVISED PER COUNTY COMMENTS 665 117'-27"0 RCP ® 2.14% CULVERT NO. 1 Existing o N o Grade (0 (0 LD Proposed Grade _c D 41'-15"0 CMP @ 0.80% D D CULVERT NO. 6 0+61 Draper Avenue cD rn C:, rn cn �t- ai rn o ai rn cD cD r` cD cD cD cD tD cD cD 27' Existing I 680 670 Grade 675 665 Hydraulic Design Summary (n= 0.013 for RCP, n= 0.024 for CMP) Culvert From Acc. CA Acc. Tc i(2) i(10) Q(2) Q(10) Inv.In Inv. Out L(ft) D(in) Type S(%) Q(des) V(2) V(10) HW/D HW Elev. 1 A 6.92 9 4.3 5.7 29.8 39.4 670.00 667.50 117 27 RCP 2.14 45.3 12.2 12.8 2.2 675.0 2 A-13 7.81 10 4.1 5.5 32.0 43.0 667.25 666.50 65 30 RCP 1.15 44.0 9.8 10.2 3 C 1.07 5 5.3 6.8 5.7 7.3 667.63 666.63 55 18 CMP 1.82 7.7 4.8 4.9 1 1.1 669.3 4 A-D 10.48 13 3.6 4.9 37.7 51.4 663.41 662.84 60 49x33 CMPA 0.95 53.1 6.0 6.3 1.3 667.0 5 E 0.36 5 5.3 6.8 1.9 2.5 669.05 668.72 41 15 CMP 0.80 3.1 2.7 2.8 0.75 670.0 6 F 0.14 5 5.3 6.8 0.7 1.0 670.08 669.75 41 15 CMP 0.80 3.1 2.1 2.3 0.4 670.6 7 G 0.71 5 5.3 6.8 3.8 4.8 670.04 668.97 47 15 CMP 2.28 5.3 4.7 4.9 1.1 671.4 8 H 0.62 6 5.0 6.5 3.1 4.0 668.28 667.61 44 15 CMP 1.52 4.3 3.8 4.0 1.0 669.5 9 1 0.84 5 5.3 6.8 4.5 5.7 675.89 675.23 46 18 CMP 1.43 6.8 4.1 4.3 0.95 677.3 10 1-1 2.24 5 5.3 6.8 11.9 15.2 666.13 665.13 51 24 CMP 1.96 17.2 5.9 6.2 1.1 668.3 11 I K 1 15.64 12 1 3.8 1 5.1 1 59.4 1 79.8 1 660.28 1 658.75 140 1 48 1 CMP 1 1.09 1 81.2 1 7.1 7.4 1 1.1 1 664.7 24' Inv.665.66 r7 •- c r7 51'-24"0 CMP ° � 660 @ 1 .96% 4� v O N 41 ° I � c 00 c W CULVERT NO. 10 19+00 Fiddler Avenue JOB NO. - by ckd. (C, OD.R.O. D.J.S. DATE: MARCH, 2002 DESIGNED HY: C,E,M, FCATE ADD 'NO70 1 DRAWN BY:TEAMGIS ERED FESSIONAL APPROVED BY: C,E,M, NGINEER 0 a) i V) w ro (0 r_ '0 r� 0' CD0 O o) cD Y rn cD O d- cD Nt- CDN cD cD cD [D cD 675 675 � � � � � 675 670 Proposed Proposed Grade 29' , 26' Grade 29' 31' Existing 670 670 Grade 665 1 665 680 1 675 Existing Grade 675 670 670 665 665 670 Inv.667.1 6 T -6 55'-18" 0 CMP 1.82% 'C: a _Q) CD N a C N W 00 co 00 > C (n w CULVERT NO. 3 16+33 Artifact Avenue 670 1 Existing 670 665 Grade 665 Inv.663.13 665 660 660 60'-49"x33" CMPA © 0.95% r7 C o O > -1 C ° as (n C CD CULVERT NO. 4 3+22 Draper Avenue Skew 29'34' Right rn r7 ro r (D rn r Ln d Proposed cD 0) '- n cD N rl- N r- N r N r, C i r- GradeX23' (Do o Q � Proposed C0 `D `D `D `D 675 675 00 cD (0 675 Existing Grade \25' 22' .0 -- _ Grade 21' _ 670 670 670 Inv.669.54 .o Inv.667.96 `-1 47'-15" 0 CMP 665 665 _ C 665 @ 2.28% I 44'-15"0 CMP >I rn � -° ® 1.52% a) N 00 -° 00 (0 O p Co N 0 ° 00 � a) lif :3 N N O 5 0 c I w - I w c CULVERT NO. 7 CULVERT N0. 8 2+66 Averell Avenue 0+44 Averell Avenue Skew 14*26' Left 670 665 Existing Grade - n 665 660 _. Ln r` 660 6 58.3 33 00 Uj 48" 0 CMP `D4-1 � N OI > Cw (rilbert we clif Engineers - 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 CULVERT NO. 11 15+25 Fiddler Avenue sociates, inn. ater Quality 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY I1 41 (-0Q) cD � cCo N > ch w REGENCY LAKES ESTATES SECTION $IF" CULVERT PROFILES 6-70 GRAPHIC SCALE: 1 " = 20' 20 0 20 40 scale AS NOTED DRAWING C11 SHEET 13 of 20 VIRGINIA Reaencv Lakes Section F K 50' PERIMETER BOUNDARY SETBACK IP FAD] IIP _ 10 FFER W/ APE SCREEN I IP RFC 1 I OP 1 DITCH „,3 �i cy 6> CN e 2 N � r-- Il 1 r- UjI R I O N 0 .. � �,I•TC H 48 L0I s I no OP C7 _�------- SF U, OP I IP + 1 V Regency Lakes Estates Section F Culvert Inlet Protection (CIP) Trap @ STR i Trap @ STR 3 Trap @ STR 4 Trap Q STR 5 Trap @ STR 6 Culvert Inlet Culvert Inlet Culvert Inlet Culvert Inlet Culvert Inlet Sediment Sediment Trap Type Sediment Trap Sediment Trap Sediment Trap Sediment Trap Trap TOP LENGTH, A (FFET) 16.1 4.9 5.5 2.2 TOP BERM WIDTH, W (FEET) 2.5 2.5 2.0 2.0 2.0 RIP RAP TOP WIDTH,B (FEET) t.5 1.5 1.0 1.0 1.0 HEIGHT TO OUTLET BOTTOM, HO(FEET) 3.0 2.5 2.0 2.0 1.5 HEIGHT OF BERM, H (FEET) 3.0 2.5 2.0 2.0 1.5 BERM TOP ELEVATION, C (FEET) 677.95 671.78 669.85 671.99 672.08 OUTLET ELEVATION, D (FEET) 673.00 670.13 665.41 671.05 671.58 WET STORAGE TOP ELEVATION, E (FEET) 670.00 66T63 66141 669.06 670,08 TRAP BOTTOM ELEVATION, F (FEET) 666.00 663.63 659,41 665.05 666,08 Sediment Trap Type Trap @ STR 7 Culvert Inlet Sediment Trap Trap @ STR 8 Culvert Inlet Sediment Trap Trap @ STR 9 Culvert Inlet Sediment Trap Trap @ STR 10 Calvert Inlet Sediment Trap Trap @ STR 11 Culvert Inlet Sediment Trap TOP LENGTH, A (FFET) 10.7 9.4 12.7 18.0 18.0 TOP BERM WIDTH, W (FEET) 2.5 2.5 2.5 2.5 2.5 RIP RAP TOP WIDTH,B (FEET) 1.5 1.5 1.5 1.5 t5 HEIGHT TO OUTLET BOTTOM, HO(FEET) 25 2.5 2.5 2.5 2.5 HEIGHT OF BERM, H (FEET) 2.5 2.5 2,5 2.5 2,5 BERM TOP ELEVATION, C (FEET) 673.92 672.03 679.82 670.83 667.18 OUTLET ELEVATION, D (FEET) 672.54 670.78 878,39 688,63 662,78 WET STORAGE TOP ELEVATION, E (FEET) 670.04 66818 676.89 666.13 660,28 TRAP BOTTOM ELEVATION, F (FEET) 666,04 664.28 671,89 %2.13 656.28 Lisa's D11, rive Regency Lakes Estates Section F Culvert Inlet Protection (CIP) Sediment Trap Type SED TRAP 'E* Trap @ Ex. Culvert 3 Culvert Inlet Sediment Trap SED. TRAP 'A' SED. TRAP "B" Trap @ End of Ditch 5 Trap @ Ex Culvert 8 Culvert Inlet Culvert Inlet Sediment Trap Sediment Trap SED. TRAP'C' SED. TRAP 'D' Trap @ Ex. Culvert 9 Trap @ Ex. Culvert 10 Culvert Inlet Culvert Inlet Sediment Sediment Trap Trap TOP LENGTH, A (FFET) 18 7.2 18 18 8.46 TOP BERM WIDTH, W (FEET) 2.5 2.5 2.5 2.5 2.5 RIP RAP TOP WIDTH,B (FEET) 1.5 1.5 1.5 1.5 1.5 HEIGHT TO OUTLET BOTTOM, HO(FEET) 2.5 2.5 2.5 2.5 2.5 HEIGHT OF BERM, H (FEET) 2.5 2.5 2.5 2.5 2.5 BERM TOP ELEVATION , C (FEET) 663.76 663.50 665.71 669.07 668.46 OUTLET ELEVATION, D (FEET) 662,78 662.50 661.96 667.19 666.58 WET STORAGE TOP ELEVATION, E (FEET) 660.28 660.00 659.46 664.69 664.08 TRAP BOTTOM ELEVATION, F (FEET) 656,28 656.00 655.46 660.69 660.08 3 * N EXISTING WEST REGENCY LAKE (W,L,=659,10) STANDARD DITCH SECTION NOT TO SCALE DITCH "41 " O2 DITCH "39" 0 DITCH "13" 0 Z LIN/NG, W Ditch Lining Erosion Control Legend IP OGrass Temporay Sediment Trap Inlet Protection OEC-2 XSF x Reinforced Silt Fence Barrier 11 Sediment Trap For New Culvert O EC-3 QSediment Trap For Existing Culvert ORiprap � RFCD Rock Check Dam Outlet Protection OP (EC-1 Rip -Rap) CE Construction Entrance All Erosion and Sediment Control Measures to be in accordance with the 1992 Virginia Erosion and Sediment Control Manual. Ditch Detail Summary Ditch 2 3 4 5 7 9 10 11 Road or Lot NIA WA NIA N/A N/A N/A WA WA Begin Sta Culvert 2 Culvert 3 Culvert 4 Culvert 5 Culvert 7 Culvert 9 Culvert 10 Culvert 11 End Sta Ditch 12 Ditch 12 Culvert Sec. E Culvert Sec. E Culvert Sec. I Ditch 44 Ditch 13 Ditch 13 Side NA N/A 0 0 0 0 1 0 0 Ditch Type Trap I Trap Trap V Trap Trap Trap Trap 6= Base Width (ft) 4 2 4 0 2 2 2 4 SS (0) 3 3 3 3 3 3 3 :3 d = Depth 2yr +0.5(ft) 1.9 1.3 2.0 1 1.1 1.0 1,2 1.5 1.5 D =Mimimun ditch depth (ft) 2.8 2.2 2.9 2.0 1.9 20 1 2.5 2.5 Lining Type Grass Grass EC-2 EC-3 Grass EC-2 EC-2 RipIRAp W = Mimimum lining width (ft) 14 10 16 7 8 9 11 114 Anchors per sq yd na na na na na na na na 2- Year Vel. (fUsec) 4,14 2,83 4.18 1 5. 43 4.04 4,21 4.21 9.97 Ditch Detail Summary Ditch 12 13 14 15 16 17 18 19 Road or Lot WA WA ArtifactAve ArtifactAve Artifact Ave Artifact Ave ArtifactAve Adifact Ave Begin Sta Inter 2&3 InterIO&II G-00 5+75 0+00 1+47 8+A 11-+03 End Sta Culvert4 Ex Culvert 3 5+75 8+90 1+47 8+W 11 A3 12+59 Side 0 0 NE NE W SW S S Ditch Type Trap Trap V V Trap Trap V V B= Base Width (ft) 3 2 0 0 2 2 0 0 SS (x:1) 3 3 3 3 3 3 3 3 d = Depth 2yr +0.5(ft) 1.8 1.8 1.1 1.0 1.4 1.3 1.0 0.9 D =Mimimun ditch depth (ft) 2.8 2.8 2.0 1.9 2.3 2.2 1.9 1.8 Lining Type EC-2 RipRAp Grass Grass Grass Grass Grass Grass W = Mimimum lining width (it) 14 13 7 7 11 10 7 16 Anchors per sq yd na na na na na na na na 2- Year Vet. ftsec) 5.52 12.17 0.73 0.78 1.91 1.01 0.55 0.93 Ditch Detail Summary Ditch 20 21 22 23 24 25 26 27 Road or Lot Artifact Ave Artffact Ave Artifact Ave Artifact Ave Artifact Ave ArtifactAve Artifact Ave Artifact Ave Begin Sta 9+30 12+69 12+59 14+30 14+30 16+33 16+33 20+00 End Sta 12+59 14+30 14+30 16+33 16+33 20+00 20+00 394W Side NE SE NW E W E W W Ditch Type V V V V V V V V B= Base Width (it) 0 0 0 0 0 0 0 0 SS(x:i) 3 3 3 3 3 3 3 3 d = Depth 2yr +0.5(ft) 1.2 1.0 1.3 1.0 1.1 1.0 1.2 1.8 D =Mimimun ditch depth (ft) 2.1 1.9 2.2 1.9 20 1.9 2.1 2.7 Lining Type Grass Grass Grass Grass Grass Grass Grass Grass W= Mimimum lining width (ft) 8 6 8 6 7 6 7 11 Anchors per sq yd na na na na na na na na 2- Year Vel. (ft/sec) 1.09 0.56 0.77 1.03 1,19 1.05 1.28 0.81 Reaencv Lakes Section F Dftch Detail Summary Ditch 28 29 30 31 32 33 34 315 Road or Lot Artifact Ave Avereg Ave Averelf Ave Averell Ave Averell Ave Averett Ave Averell Ave Avereslt Ave Begin Sta 24+00 0+44 1+89 0+44 2+66 2+66 7+76 8+43 End Sta 39+00 1+89 2+66 2+66 7+76 8+73 8+73 11"W Side E N N S NE SW E WV Ditch Type V V V V V V V W B= Base Width (ft) 0 0 0 0 0 0 0 (D SS (x:1) 3 3 3 3 3 3 3 :3 d = DNoth 2yr +0.5(ft) 1.6 1.1 0.9 1.0 1.1 1.1 1.4 1-2 D=Mknimun ditch depth (it) 2.5 2.0 12 1.9 2.0 2.0 2.3 21.1 Lining Type Grass I Grass Grass Grass Grass Grass Grass Grass W= Mimimum lining width (ft) 10 7 6 7 7 7 9 f8 Anchors per sq yd na na na na na na na ma 2- Year Vol. (H/sec) 0.70 0.99 1.01 0.54 1.05 0.94 0.08 1.:26 rlltrh na4aii Stimmar. t Ditch 36 37 38 39 40 41 42 413 Road or Lot Averelt Ave Averrall Ave Averoll Ave Fiddler Avo FiddlerAve Fiddler Ave Fiddler Ave Fiddler Ave Begin Sta 8+73 114W 11+03 14+96 17+54 14+86 15+25 17+54 End Sta 11+03 124M 12+63 17+54 19+W 15+25 17+54 194W Side E E W S S N N N Ditch Type V V V V V V V V B= E: se Width (ft) 0 0 0 0 0 0 0 0 SS (x:1) 3 3 3 3 3 3 3 3 d = Depth 2yr +0.5(ft) 0.9 0.8 1.4 1.0 0.9 0.7 0.9 1.1 D =Mimimun ditch depth (11) 1.8 1.7 2.3 1.9 1.8 1.6 1.8 2!.0 Lining Type Grass Grass Grass Grass Grass Grass Grass Grass W= Mimimum lining width (R) 6 5 9 6 6 4 6 17 Anchors per sq yd na na na na na na na ma 2 Year Vel. (ftlsec) 0.91 0.63 1.30 0,80 0.57 0.68 1 0.99 1 O.198 Reaencv Lakes Section F Ditch Detail Summary Ditch 44 45 46 47 48 49 50 51 Road or Lot FiddierAve Fiddler Ave Fiddler Ave Fiddler Ave Draper Ave Draper Ave Draper Ave DrapoerAve Begin Sta 19400 19+91 194W 17+64 0+61 1+35 3+22 1++35 End Sta 19+91 21+74 21+74 19+00 1+35 3+22 6+97 3-22 Side NW W E S W W W E Ditch Type V V V V V V V V B= Base Width (ft) 0 0 0 0 0 0 0 0 SS (0) 3 3 3 3 3 3 3 3 d = Depth 2yr +0.5(ft) 12 0.9 1.0 0.9 0.9 1.2 1.0 0.9 D =Mimimun ditch depth (ft) 2.8 1.8 1.9 1.8 1.8 2.1 1 1.9 IA - Lining Type Grass Grass Grass Grass Grass Grass Grass Girass W= Mimimum lining width (it) 12 6 6 6 6 7 7 6 Anchors per sq yd na na na na na na na na 2- Year Vel. (ft/sec) 2.25 0.72 0.76 0.74 1 1.13 1.51 0.93 0.93 Ditch Detail Summary Ditch 52 53 54 Road or Lot Draper Ave Chambedair Chamberlain Begin Sta 3+22 0+00 04W End Ste 6+97 3+92 3+92 Side E N S Ditch Type V V V B = Base Width (ft) 0 0 0 SS (x:1) 3 3 3 d = Depth 2yr +0.5(ft) 1.0 1.1 1.1 D =Mimimun ditch depth (ft) 1.9 2.0 2.0 Lining Type Grass Grass Grass W = Mimimum lining width (ft) 6 7 7 Anchors per sq yd na na na 2- Year Vel. Psec) 1.05 E 0.91 0.91 >urt GRAPHIC SCALE: 1 " = 100' 100 0 100 200 IN z 0 0 a a 5 w z w 0 D 0 v w a- 0 w o- W o E+ d r'' O z 4-1 U� co -{-� Cr U -"' co cn `r W co C\2 C'1 M CQ I t` 4 ' to b U v7 m .b G 0 CQ CV A M .� as W C�2 ,d Cc A i O u 0 •, CO r a O U � 1-4 0. L& �G1NIq" J� �O z J ) rO Xw lm �ow C) F- , o< z = oIc_.�O 01Ld0 r Q r wow tli w OkvW00 Cn :5 E-+ 0- E--r co C)z E zJ � z O w W r2' 0 ce- L1J W W W U H U a o W scale AS NOTED DRAPING C12 w z SHEET i/] a-. H Q � Q 14 OF 20 t}- O � LO (0 0000 0) O ^ V- N n rn Cn �h W mot' L) O c0 DO co �J c0 a0 �O Q� q p (� � N V) D) N � p O O 00 O cJ r" � h °� N q p (D I� �f' Q� c0 p� tD rn �0 �D O N ) O q N N N N •- O 03 p Di cc 00 OCl 00 N 00 of Qi O O O LO r" Cr) � ) N N N N N � N N N 00 r" (0 n ,- O vi 4� OCi cci Vj N uj p uj eF p `a . Lr) L0 u j O cD cD «J . t< I� c0 t� O 00 f tii 4i Qi ._ ai ai c7i vi Qi vi Qi 0d Tn� 6 O p to tD t0 10 �to(a c0 t0 CD to I� W� r" � � (a Q3 � (z(Z to (0 (0 to koto � (0 N, (0 (0 (0 cD (0 c0 to �0 (0 (0 � c0 (0 t0 � W ��to (0 (D tD QD tp (0 (0 � (0 ko (0 � (0 to (D CD (0 c0 (a (0 (0 QD (0 c0 (a (0 (a to (a p (0 q ko� (0 (0 � QD � tD '0 V 680 SIGHT DISTANCE SIGHT DISTANCE • SIGHT DISTANCE SIGHT DISTANCE . EXCEEDS 400' EXCEEDS 400' c'o EXCEEDS 500' EXCEEDS 500' 200 V.C. Temporary 6" 21—B Aggregate 00 V.C. — 250 V.C. , 00 C. 6 A=4.750 K=4 » ,� Surface (Section E) to be �D V.S.D.= 279 it A=6.462 V.S.D.= , 374 .11 , ,� Paved as a part of Section F . A=6.833 _ K=38.69 A=3. 95 MH 675 II� Ex. Blew —off Ass'y %q. �, MH F 4 il� — Ex. Blow —off Ass y Ex. Grade Ex. Gale .� . ;00 —1 ao F-5 MH EXISTING GRADE N CD `° `n 6 O �, Valve ca �I cDcc 670 _ 9 _ J +2 g33% _ ¢ OOQg cD I I „ Ex 8 Water Main „ . SIGHT DISTANCE SIGHT DISTANCE cY CRES PTO CREST = 265 PTO = 216 ` c, +2.46 2% 665 Prop. 8 SOR 21 N' d SIG T DISTANCE TO Sl HT DISTA E TO . EST = 295' CREST = N AA 2' 665 Class 52 660 11 i DIP Class 52 DIP 660 74.47'-8" DR 35 NOTE: CONTAMINATED 218 AS INSTALLED I @ 0.50% 190.46'--8"® 0.50% DURING CONSTRUCTION OF SECTION "E" o Concrete Arch o 263.64'-- " 8 ® 0.507. 655 �, TO BE REMOVED & REPLACED BEFORE "F" CS ¢' PAVING AS A PART OF SECTION C ° I 655 ° �Ln +c o � � CD �- O 06 ^c .a o m o E °c O o ¢ p� rn � n� (z 650 a � cii � >� � q o r� O cD O Ki = � � � ' . �� O -� po r� � O� I I I °' '� `N° 650 _ I0 00 � C 00 o)O Ln 03 II II - 4 I •i u-) II o II o °r< � p Ln co LO � 00 � � 00 Q � II paII 1-1 00 12 QDco O + LnQ00 + + + +0p'14- N N j 00 00 n � 1 00+ q. co 00 f645 - --- __ 37+00 REVISIONS no. date description 1 7/9/02 REVISED PER OWNER, VDOT, AND FIRE MARSHALL COMMENTS 2 7/17/03 REVISED PER COUNTY COMMENTS 38+00 39+00 JOB NO. by ckd. E.D.H. S.E.D. DATE: D.R.O. D.J.S. DESIGNED BY: DRAWN BY: APPROVED BY: 40+00 MARCH, 2002 C.E.M. TEAM C.E.M. 43+00 44+00 gilbert w. clif Engineers — 150—C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 45+00 46+00 47+00 48+00 645 GRAPHIC SCALE: 1" = 50' 50 0 50 100 scale REGENCY LAKES ESTATES AS NOTED -n ®c ia t e s, inc. SECTION "F" DRAWING C13 Pater Quality REGENCY LAKES DRIVE PLAN & PROFILE SHEET 117 East Piccadilly Street Winchester, Virginia 22601 15 OF 20 540 667-2139 1 FREDERICK COUNTY VIRGINIA REVISIONS no. date description 1 7/9/02 REVISED PER OWNER AND VDOT COMMENTS 2 7/17/03 REVISED PER COUNTY COMMENTS JOB NO. by ckd. E.D.H. S.E.D. DATE: D.R.O. D.J.S. DESIGNED BY: DRAWN BY: APPROVED BY: MARCH, 2002 C.E.M. TEAM C.E.M. Kegency Lake Normal W.S. = 660.1 Spillway Elev. = 663.1 Top of Dam = 665.6 E100 = 664.5 W,'i',CT 656--�a t )UR EXISTING EAST REGENCY LAKE Normal W.S. = 646.1 cn ap `t (p n n to O (n � (n n oo CO � Ln N O 'q- o (o n rn — Pi n n N N O N.- N .= 00 n � co o O � co rn cl a0 a0 a0 06 � r\ r\ K a0 a0 Ln a0 0i 0i 6 C) 0i 0i 6 00 r< O (0 (n rrj O 0i 0i (0 6 8 Cr (0 (� � (� (0 (� (0 La (D (� Lo (� (0 L� (0 (� (a L� Lo (� Lo � (a Q3 (0 (� (0 (� to Lfl (o � ko (0 (0 Lo ko (0 (0 � (0 (0 (o Lo ko (0 L0 (0 (a LO � to (� (o to L0 L() Ln (� 6 8 0 SIGHT DISTANCE TO SIGf1T DISTANCTO CREST = 32 'REST = 21 ' 200' V. C. 300' V C. V.S.D.= 327' SIGHT DISTANCE EXCEEDS 350' Sl HT DISTANCE V.S.D.= 275' A=5.267 675 EXCEEDSA=2.933 350' a MH Ex.Blow— F-2 Off Ass'y ^� O KCO �, n 670 CN `w 670 —1.3 LF) 39 11.6 0 ° -- — — Existing Grade 665 E ( Ex. Gas Main 665 Prop. 8 SDR 21 3 o 0 ' Ex. B NOTE. CONTAMINATE) 21B AS INSTALLED "E" I ao Water DURING CONSTRUCTION OF SECTION Main 660 TO BE REMOVED & EPLACED BEFORE ,r`0 660 PAVING AS A PART OF SECTION "F" E SDR 35 it 00 ` San. Sewe 655 308.10'-g„@0.507,, 00 Q o 655 ,., ._ o II c O 650 Ln �� ci 650 o) U`__> o O Cl- O II > a II U o II W II 11 II Cl- p_ I I I I cO II Q� it I I o I I 11 I I i t II N I (° 00 a � O L(, o in + n¢ N Qi (n II ., r\ o O (c; (C] o0 O o to a � o O 0 (n 645 + + + + �I + , + + 1 + + + + LO 49+00 o CERTIFICATE NO. 7091 P �' EG�EPROFESSIENGINE 50+00 51+00 52+00 gil�b er t w. clef Engineers - 150—C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 53+00 �� 6 5 GRAPHIC SCALE: 1 " = 50, 50 0 50 100 55+00 56+00 scale REGENCY LAKES ESTATES AS NOTED �� Ij S 0 c i a t e 9 inc. SECTION r DRAWING ater Quality REGENCY LAKES DRIVE PLAN & PROFILE C14 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY 54+00 SHEET 16 of 20 )VIRGINIA thrust block i" dia. schedule 4 pipe filled with c and painted 0 steel oncrete 3' yellow 7' 18" dia. r, concrete :;,, encasement ; ` ''v BOLLARD DETAIL direction of setting to be approved prior to installation as required 2" min. - 6" max. i ^Ea8 4" stone I stone I stone to be minimum of 6" above top of °g8�d;8 S stone / _o.,.?°°?i•o4°°^0_0_ 9°°0 °°._°_._. � °-o?e�9°o�°_.�Oe .molvoll lryc concrete pad V-6" sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 METER BOX and COVER screw type adjustable valve box �- locator marker mechanical joint swivel tee with 6" branch METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) varies as required corporation 18"-21 " stop 3" stone bedding surrounding box 1 ' 36" min. 45' 8" min type K copper tubing, continuous without joints from water main main to meter METER SETTING PARTS line size meter size yoke angle yoke ball valve angle check valve expansion wheel 1" 5/8"x3/4" Y502 BA94-224W HHCA91-323-TV & C84-34 EC-23 1" 3/4" Y503 BA91-323W & C84-34 HHCA91-323-TV & C84-34 EC-23 1" 1" Y504 BA94-444W HHCA94-444-TV EC-4 treated 2"x 4" with top 6" painted blue r cover angle yoke ball valve angle check valve with Idrain valve u 2 ft. 6" stone bedding curb & gutter F�_ A Street 3 .. ..... I M - - INSTALLATION NOTES: Y - 1"type - Y 1. Exact location of meter box assembly n K • 3 to be approved prior to installation. g ,.%copper ', -o 2, Water service crossing street shall be encased in 3" dia. SCH40 PVC or M - SDR21 piping. The piping shall run from to back of one foot beyond sidewalk, across the sidew Ik street, to one foot beyond sidewalk. DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION REVISIONS no. date description 1 7/17/03 REVISED PER COUNTY COMMENTS CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS - .- . :j - • file. �00000�000 JOB NO. by ckd. D.R.O. D.Q.S. DATE: DESIGNED BY: DRAWN BY: APPROVED BY: Concrete r. VERTICAL BENDS stone bedding THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 6" M �v .:,minimum form board (typ 1'g ate valve ` L ate valve g5'0& boxes '& box [5'JTZ'� ` TEE, WYE, OR PLUG 11 1/4° THRU 90° BENDS In lieu of wood forming the fitting may be wrapped with polyethylene, and the concrete poured to completely surround the fitting and against undisturbed soil. The bearing dimensions galv.n rods over fittings and against undisturbed soil shall remain as shown. embedded in concrete thrust blocks. grade trench 1~ 6" minimum FITTING SIZE ROD SIZE NO. RODS EMBEDMENT;::':;':;<;.ti'i;?:;•;:;{;'s;;;r:+:+';i'?::;Y:::•i; (fi;tYhiY„ 12" & LESS 6 2 30" ;'•`.'$c; r>t' +';t+;�,'•' :i}#::: machine 14" 20" 8 2 36" excavation limit •'.vrltitirti;`iryl, i�,�vi';`.,i•'••, ',�.: Fitting Volume of thrust block in cu. d. size 11 1/4° 221 2° 45° 90° ;' "C 6" 1.3 trench bottom 81. - - 1.1 2.3 undisturbed earth '-stone bedding 101, - - 1.8 3.7 12" - 1.2 2.3 5.5 TYPICAL SECTION 1 4" 0.5 1.7 3.9 7.6 *denotes hand excavation 16' 0.9 2.3 5.1 - "D" = 12" min. for 10" and smaller pipe 18" 1.4 3.2 6.3 - "D" = 18" min. for 12" thru 20" pipe 2011 2.2 4.5 7.8 - see chart below for A, B, C dimensions. CONCRETE THRUST BLOCKING Figure 2 concrete pad 1'-6" sq. x 6" deep 4" stone screw type adjustable valve box valve megalugged to main -megalug �8"x 8"x 16" solid block (for valves 12" and larger) Note: this detaill is also used for butterfly valves GATE VALVE Figure 8 concrete pad water main with 2" square operating nut Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover ' (cover labeled water) - - - 6" manhole adjustment - °Q°a°4°n 9%e bedding MARCH, 200E C.E.M. TEAM C.E.M. BLOW -OFF ASSEMBLY Figure 10 �T H 0 _5C.E. MADDOX, JR. Z o CERTIFICATE NO. - ? I�P� I REGISTERED PROFESSIONAL ENGINEER concrete pad solid block f� STANDARD general backfill ---------------------------------- j -general backfill (see note) 811 24 select backfill Tee note) 6" concrete CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM ID698 maximum density. TRENCH & BEDDING Figure 1 bedding be same size as incoming sewer DROP MANHOLE Figure 13 cast iron cleanout cap with brass plug fi'_ having a countersunk square head Panella. Model PA4SV-CSK (4") Panella. Model PA6SV-CSK (6") finished grade 'r square concrete skid pad 20"x 20"x 12" deep 4" stone cleanout pipe SDR 21 SDR 35 spigot by SDR 21 gasketed SDR 35 bell adapter gasketed bell wye sanitary (see note) SDR 35 spigot by sewer main gasketed bell 45° SDR 21 bend (see note) '''i ,, !'f '. `.e :b 1•+.;`:• �S,•J•`•^: i,',; '.e.,�:•at 1:','�': `: '. `.l:, ty •• ,c'f ,, i�t'j � . 4�;1 "+ .., ,,.Y �.r .,. '{.1 ... a ,'Y r'r. ,... '.r,r'•. '•t:..; .r,. .., r.,. �, \, 1. '. . .1, , 6" stone bedding NOTE : 1.Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. 2. If top of sewer main is greater than 15', then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 gilbert W. Clif Engineers - 150-C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 top of manhole at grade in pavement areas unless otherwise directed T� (top shall be set 24" min. above grade in easement areas) square skid pad 6" thick - wrap around heat shrinkable sheet [WrapidSeal by CANUSA] ° �• 4 bolts (3/4" dia.) 4 35" max. " adjustment rings (11" max.) "4 f a ' %4. 'A. concrete ASTMC-150 4000 psi 12" or 16" (typ.) f pioneer 301 mastic applied a between joints and on ° , exterior side of joints joints are to be J a f sealed with "O" ring •. ' "d' , gasket variable 4'-0" I.D. - pipe to manhole 6'.. f connection to be by flexible sleeve invert channel to provide a 9 3'-0" min, smooth transition in to out, for all connections .' ';a 2'-0" max. 4'-0" max. {:; ;,4':.;'.' ,• estop of grout bottom of h„ , bench -wall same manhole to form 1 ;, ':; '� '%, D/2 ;'':;' `;'' ,:t,,,,:.:,.}A•, ;: elev. as top of channel :,:'.i; .,.;;;,;r .• ,. �• pipe a. 6" bedding stone NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims 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 ft. or less) installations. STANDARD MANHOLE Figure 12 SDR 35 spigot SDR 35 spigot r. by gasketed by SDR 21 y.. bell 45° bend gasketed bell i (see note) adapter 2' �e t f„I'";"r� �.'' ".R J....'ti• �'„ .tt'.{',:'•.i: :•�'t %J!..::.Y;1t��".�•�•'�,,?�u°i �`Y'<i'.I:t.-?.. {.'y'.: 4 u« " Vn� , rl r; .w .�,.'�4•,,g {, i•Y'ti"M ,y, r,. r.r � t�,, v,v ,"r •JL M�Lti,L,v .,,L y 4A t17v+, '' T4i t ,.,"u .•.�h r�,.T. It' t �' L t e;'.7+h. • .''� ? .''•,r 3' minimum ' SDR 21 SDR 35 8"x4" gasketed pipe ` 40 gasketed bell and fittings SCH nt wye (see note) property solvent 18" aU Iline Feld cap 36" vith d Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 REGENCY LAKES ESTATES • SECTION "F" �sociates, ine. ater Quality MISCELLANEOUS DETAILS 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY CD-1 EW-12 TOP OF CUT PAY p PE TO-_y'(TYPICAL) PAVEMENTH 45• SUBBASE DITCH LINE / -SUBGRADE SHOULDER LINE ILL EDGE OF PAYDENT n n • nn . •r r n••rrn Tatra nr• n T TRAVFI 1 ANES COMBINATION UNDERDTcAit� AID I A 1 rr Aa. c).L. CI ..0 t S CENTER LINE SECTION 45• i(WITH TYPE 1 SELECT MATERIAL) FOFPAVEMENT / PAY LIMITS FOR OUTLET PIPE TC L BEGIN WITH 45' TRENCH PLACEMENT / TOE OF FILL BOW .-- PAVEMENT SURFACE 6 BASE ; (TYP C U 0 0 0 0 o q o 0 o ..-- SUBBASE G/ o • o. o . o • o • o • , . o • o • 6 • o • o • r SELECT MATERIAL TYPE I OR 11 PLAN VIEW No.8 OR No.57 AGGREGATE (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) GEOTEX7ILE DRAINAGE FABRIC -.4 OR r PAVEMENT SURFACE d BASE SUBBASE OR CEMENT STABILIZED SUBBASE 1'+o . o • o o . o o • o - o • -�'- SELECT MATERIAL TYPE I OR SUBGRADE (CEMENT OR LIME STABILIZED) •� 0.8 OR N0.57 AGGREGATE GEOTEXTILE DRAINAGE FABRIC GENERAL NOTES 1 O" 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN 60TH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AHD THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AM SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN, (3 % DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH 4" NOM. DIAMETER T. 6" NOM. DIAMETE CORRUGATED ALUMINUM 0.048 SMOOTH WALL PVC .103 0,153 SMOOTH WALL PE 70 PSI W04 1 70 PSI Mmm 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR LNDERORAINS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS .TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY, 6. INVERT ELEVATION AT OUTLET ENO OF OUTLET PIPE TO BE A MINIMUM OF T-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. i(�(>'( TESTED ACCORDING TO ASTM D 2412 AT 5 X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE, STANDARD COMBINATION UNDERDRAIN SPREFERENCE ECIFICATION (AT LOWER END OF CUTS) 232 50 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 70' STANDARD COMBINATION UNDERDRAIN; VDOT CD-1 (AT LOWER END OF CUTS) NOT TO SCALE T YPI CAL ORIENTATION OF TREATMENT - I (SOIL STABILIZATION BLANKET QWAI I nW ON SHALLO SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END UNDER 4' AND STAPLE AT 12" INTERVALS. SOURCF: ADAPTFn FROM ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. DUCTS AROCHURF PI ATF: 3.36-1 CD- 2 Jti LIMITS OF PAY FOR �(0 OUTLET PIPE PAVEUBBASE MENT TOP OF CUT G �_ SUBGRADE TOE OF FILL EW-12 FILL �df� -COMBINATION UNDERDRAIN DITC (TYPICAL) SHOULDER LINE LINE I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS 99' TRAVEL. LANES CENTER LINE SECTION t (WITH TYPE 1SELECT MATERIAL) I EDGE OF PAVEMENT I SHOULDER LINE PICAL) TOE OF FILL TRENCH PLACEMENT / LIMITS OF PAY FOR OUTLET PIPE -PAVEMENT SURFACE k BASE 00000000,c g o og -+-•- SUBBASE PLAN VIEW SHOWING PLACEMENT OF q q q F CD-2 UNDERDRAIN a o. o • o . o . o • o • o . o • o • o • o • + SELECT MATERIAL TYPE I OR II » ' ; NO.8 OR NO.57 AGGREGATE 1- GEOTEXTI E DRAINAGE FABRIC NON -PERFORATED OUTLET PIPE T!O 1 ° OR �� -- PAVEMENT SURFACE L BASE 0 0 0 0 0 0�0 0 �-- SUBBASE OR CEMENT STABILIZED SUBBASE TYPE OF PIPE CRUSHING STRENGTH 4" NOM. DIAMETER NOW. DIAMETER CORRUGATED ALUMINUM 0.048 SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )00( 70 PSI i( X o • o. o o • o • o • o • o • "`- SELECT MATERIAL. TYPE I OR SUBGRADE 1' 0"(CEMENT OR LIME STABILIZED) ' N0.8 OR N0.57 AGGREGATE X WALL THICKNESS (MIN) - INCHES GEOTEXTILE DRAINAGE FABRIC kXX TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. LT -0" GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AM THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2' OUTLET PPE SHALL B PLACED ON A�GRADE PARALLEL 0 THE SHOULDEAT THE EDGE OF THE TRAVEL R SLOPES 2�r%T AND MIN. 0% DESIRABLE) GRADE. .�---r--� BRIDGE SUBBASE 3. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD 1` -0. OUTLETS FOR UNDERDRAINS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP 5'-0' INLETS OR MANHOLES. ` CREGATE BASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA h�5' 0' SIZE NO, 218 (6" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-0" ABOVE �ivror n r.,AT,n.�r 0rf- lNr, 1.A�„Anc pITrN nR STRIIC+ PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LMTS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET POPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN REFERENCE 23 (AT GRADE SAGS AND BRIDGE APPROACHES) 501 701 VIRGINIA DEPARTMENT OF TRANNSPORTATION 108.05 STANDARD COMBINATION UNDERDRAIN; VDOT CD-2 (AT GRADE SAGS AND BRIDGE APPROACHES) NOT TO SCALE TYPICAL TREATMENT - 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL SLOPE SECTION , SOIL STAGIUZATION MATS SHOULD v �/ BE INSTALLED VERTICALLY / Q 5' / NOTE: SLOPE SURFACE DOWNSLOPE FOR BEST RESULTS. / Q SHALL BE SMOOTH AND E OF ROCKSLUMPSOF / DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. Q r_4'-► 2' �a DIRT SHALL BE TAMPERED PRIOR L TO LAYING TOP LAP OVER TOE BERM MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING SLOPE LINING TOP OF �ur SLOPE WET SLOPE) (DRY SLOPE) TREATMENT - 2 POLYPROPELYENE NON -WOVEN ~ 2 (NEEDLE PUNCHED) GEOTEXTILE FILTER o0111 IRCE �EjER�E SO QUSFtECti TREATMENT - 2 CLOTH BEHIND TREATMENT - 2) A' p8 R V1, pFE r�ER. _ BOTTOM OF FILL SLOPE �r BOTTOM OF CUT SLOPE BOTTOM OF CUT SLOPE 4'OR SHOULDER BREAK POINT EW-12 %4' BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) T 0 CAL A A L I - - I =- - Z1'. EXPANDED STEEL MESH (FLATTENEO) ISOMETRIC f T OOT BORE MEETING 4" x 8" x' " STEEL PLAN 8 INCH MIN. R IES OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL 4„ 4'-0" S[ RAILYSTEELLLED POST AT 1.33 LBS./FT.OR [J�4 ALUMINUM ALLOY bTb 0 .78 LOS.B5./f T. i UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNOERORNN OUTLETS, BARRING LOCATIONS WHERE UMXRE)RA1N IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. PP THE REQUI2£MENTS PIPE I.O. SLOPE DMENSIONS CLASS A3 CONCRETE CU04C YARDS 2, OUTLET PIPES SHALL BE RIGID NON ORA ED,SW H- E. OF 70 PSI TESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. I/,- X 1" AND WEIGH APPROX. 0.82 LOS. PER SO. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123' THE MESH SHALL EXTEND A MNIMUM OF V ABOVE THE O.D. OF THE PIPE, AND IS A BARRffR FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 4, THIS ITEM MAY BE PRECAST OR CAST W PLACE. L H 4" 2-t 2' t' 2 017 4" 40 4'- 5" 1, 0.28 6° 2:1 " r•5 0.21 b" 4:1 .'•3" P-3 4" 0.35 S. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PANTED TI-E FINAL COAT SHALL BE NO.13 ALUM" PAINT OR NO, U WHITE PAINT. 6. MARKER TO BE PLACED AT OUTLET END OF ALL UNOERDRAN INSTALLATIONS BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRANAGE STRUCTURES. 7. MARKER WILL BE PAID FOR W ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS, SFECFCAI*N STANDARD ENDWALL FOR PIPE UNDERDRAIN �`t0`5"" VIRGINIA DEPARTMENT OF TRANSPORTATION 232 302 tOt,32 501 STANDARD ENDWALL FOR PIPE UNDERDRAIN; VDOT EW-12 NOT TO SCALE T YPI CAL TREATMENT - I (SOIL STza ABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED ' PER 100 S0. YIDS. OF MATERIAL ROLL ANCHOR SLOTS, JUNCTION SLOTS k CHECK SLOTS TO BE BURIED 6" TO 12 12" MAX. 4:1 OR FLATTER T 6' MAX. STEEPER THAN 4:1 JUNCTION SLO EDGE AND END JOINTS I I I I I I I I CHECK SLOT ` TO BE SNUGLY ABUTTED (JUTE MESH WILL HAVE I I I I TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT ) LAP JOINT 2" MIN. I I I TAMP FIRMLY MESH ONLY)LI I ANCHOR SLOT "t 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I 2" I 6' TO 12" I I I I I I I I I I I I I I I I I I 1�E(� S�� I I I I TAMP CHECK SLOT I I I I I I FIRMLY I� VAR. �I VAR. 6' TO 12" " To " MI . PLAN VIEW + STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. ;CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL 50 C-C INTERVALS; 6" STAPLE MIN. LENGTH FOR OTHER SOIL •'NOT WITH ALL COMBINATIONATION•BLltNKETS JUNCTION SLOT r•,,, 12" TERMINAL FOLD r TAMP FIRMLY TREATMENT-2 TYPICAL SOIL STABILIZATION MATTING INSTALLATION SOUL STABILIZATION MATTING SHALL BE USED IN CONJUNCTION WITH RIPRAP AT OUTLET END OF PIPE. W10 ENTRENCH EDGES OF MATERIAL n' CHECK SLOTS TO BE III- CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. TRANSVERSE CLOSED CHECK SLOT FLo> -2T ..; V TRANSVERSE OPEN CHECK SLOT FLOW \ 1'-2' UPSTREAM AND DOWNSTREAM TERMINAL o BM SOIL STABILIZATION BLANKET; VESC 3.36-1 BM SOIL STABILIZATION MATTTING; VESC 3.36-5 BM SOIL STABILIZATION BLANKET; VESC 3.36-2 BM SOIL STABILIZATION MATTING; VESC 3.36-4 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PIPE OUTLET COND.I TIONS A A, 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL L a 0% d SECTION A -A YMTM CLOTH KEY IN 8'-9'; :RECON1UWDED FOR ENTIRE PERIMETER 1 3do (MIN.) PIPE OUTLET TO WELL j DEFINED CHANNEL PLAN VIEW L a 0 d SECTION A -A FILTER CLOTH KEY IN 0'-9"; HECOMME'NDED FOR ENTIRE PERWETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GAMBION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.6 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va, DSWC Plate 3.18-1 oP PIPE OUTLET CONDITIONS; VESC 3.18-1 VI O m 0 0 C m m m 0 0 z 0 s a x m z Z 0 z rn NOT TO SCALE GENERAL STAPLE PA T TER,'N GUIDE AND RECOMMENDA TI (ONS FOR TREATMENT - 2 (SOIL STABILIZATION MATTING) TN A A w I ' m 300 w 275 250 225 A 200 175 150 125 I STAPLE PER SO. YD. 100 1 C 2 STAPLES PER SQI YD. T N -I I- I i u 4:1 3:1 2:1 1:1 LOW MED. HIGH 11/1' I� I 1 1/2'FLOW FLOW CHANNEL CHANNEL AND SHOREUNE B NOTE FOR oP)1MUM RESULTS, THESE RECOMMENDED STAPLE PATTERN GUIDES MUST BE FOLLOWED. SUCCESIED ANCHORING METHODS VARY ACCORDING TO THE MANUFACTURER. THIS 1 1/2 STAPLES PER SQ. YO. CHART SHOWS HOW SLOPE LENGTHS AND 3 1 2 STAR GRADIENTS AFFECT STAPLING PATTERNS. / 75 50 25 FT B C C C C D g A A 6 B eM SOIL STABILIZATION MATTING„ VESC 3.36-6 NOT TO SCALE STAKES, STAPLES, PINS FOR INS TALLA TION OF TREATMENT - 2 SOIL STABILIZATION MATTING ` 2- DNA. WASHER 1 10° 3/16" Dw. STEEL PIN 1) 1x4 TRIANGULAR SURVEY STAKE - MINIMUM 10' IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER IS THOUGHT TO STAKE PIN SLOWRTTH E VELOC NfT1�l L EFFECT' TO HELP 2) 11 GAUGE STEEL - MINIMUM 1- WIDE BY 6" 11 GAUGE STEEL IN LENGTH STEEL STAPLE - 2'x8" STAPLE 6'x1'x6' STAPLE MAY BE REQUIRED IN CERTAIN SOIL CONDITIONS. STAPLE 3) STEEL PINS - 3/15 DIAMETER STEEL PIN BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON '.TOP. (SEE ILLUSTRATION) SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. PLATE: 3.36-3 8SOIL STABILIZATION MATTING; VESC 3.36-3 NOT TO SCALE REVISIONS JOB N0. � H of C.E. MADDO , JR. o CERTIFICATE NO, - U 7091r`\ ' 2 -0� REGISTERED. PROFESSIONAL ENGINEER _ p ss1es, ° gil�ert W. C �tinc.SECTION -,A Engineers - Land s n' � rs - Water Quality ' y�hA, 150-C Olde Greenwich Dr. P.O. Box 781 �,,'�a-117 East Piccadilly Street Fredericksburg, Virginia 22404 - Winchester, Virginia 22601 540 898-2115 540 667-2139 REGENCY LAKES ESTATES i1) MISCELLANEOUS DETAILS FREDERICK COUNTY VIRGINIA scale AS NOTED no. date description by ckd. DATE: MARCH, 2002 1 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. D.J.S. DRAWING C 16 SHEET 18 OF 20 DESIGNED BY: C.E.M. CEM DRAWN BY: TEAM _ APPROVED BY: C.E.M. REVISIONS no. date deecription 1 17/17/031 REVISED PER COUNTY COMMENTS JOB N0. by ckd. D.R.O. D.J.s. DATE: DESIGNED BY: DRAWN BY: APPROVED BY: CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL ,;•riiii ��r,,•sil l'}: FLOW III -- EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 Shenraad & Tyan OTEMPORARY SEDIMENT FENCE; VESC 3.05-1 (WITH WIRE SUPPORT) NOT TO SCALE DL 0 CK &c GRAVEL CURD INLET SEDIMENT FIL TER CURB INLET _— _.i O WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT SEDIMENT GRAVEL FILTER WIRE SCREEN / 2' X 4" WOOD STUD SPECIAL APPLICATION `_RON �.1►'rlr`Il�i I FILTERED WATER CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 @TEMPORARY SEDIMENT FILTER; VESC 3.07-8 NOT TO SCALE MARCH, 2002 C.E.M. TEAM C.E.M. C.E. MADDOX, JR. O CERTIFICATE NO. U 7 91 7,3,b3 REGISTERED PROFESSIONAL ENGINEER _ CULVERT INLET SEDIMENT TRAP RIPRAP HEADWALL VDOT #3, #357, OR #5 COARSE AGGREGATE "STORAGE REQUIREMENTS EQUIVALENT TO THAT THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 C.Y./ACRE WET STORAGE (B PERSPECTIVE VIEW (BELOW BASE OF STONE) 67 C.Y./ACRE DRY STORAGE (BASE OF STONE TO TOP OF STONE BERM) PIPE INVERT NATURAL GROUND RIPRAP AREAS TO BE DISTURBED (CUT, FILLED, ETC.) AL 3• �� r�ALL r. —CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 @CULVERT INLET PROTECTION; VESC 3.08-2 NOT TO SCALE STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING AI 3 PAVEMENT 1 5:1 FILTER CLOTH 6' MIN. A UNTABL) BERM CO SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHRACK 10' MIN. (OPTIONAL) 10' MIN, 12' MIN, EXISTING PAVEMENT VDOT #I .� POSITIVE DRAINAGE I 1O IN• COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST " EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 3" MIN. 3" MIN. FILTER CLOTH SECTION A -A 6'-7- REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE: ADAPTED from 1983 Ida and Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 OTEMPORARY- CONSTRUCTION ENTRANCE; VESC 3.02-1 ilber W. (-lif Engineers — 150—C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 NOT TO SCALE Regency Lakes Drive TYPICAL PRIVATE STREET CONNECTION DETAIL NOT TO SCALE NOTE: Private Street Connections are to be constructed 20' wide, 50' Rad.(typ.), 8" VDOT 21 B Base Aggr. and 2" Type SM-12.5 A Asphalt Concrete. A Std. VDOT Stop Sign is also to be provided. 4' Grass Shoulder Prime & Double Seal Surface 30' Right —of —Way CL 20' — Pavement I 4 S�oPe Shop 8" VDOT 21—B Aggregate Base TYPICAL PRIVATE ROAD SECTION 4' Shoulder NOT TO SCALE R/W 10' Slope & 30' r r► s Drainage Easement I 46' 11' I MIN cur I i I j 16" MIN•' - I 8" VDOT 21-8 Aggregate Base I I [1 112" ISM-12.51 3" BM-25.0 30' 11' ( 8' 2" SM-12.5A Valley Drain Required Typical Asphalt Driveway R/WV ;Ii 10' Slope & `I Drainage Easement I 1 4:1' I `—� Ex G A Well Compacted R DE Sub —Grade —I * 1 1' SHOULDER WHERE MUST BE PAVED WITH BITUMINOUS CONCRETE GUARDRAIL IS TO BE TYPICAL ROAD SECTIONPLACED (FILL). REGENCY LAKES DRIVE NOT TO SCALE REGENCY LAKES ESTATES S ®c 1 a t e S inc. SECTION "F" ater Quality MISCELLANEOUS DETAILS 117 East Piccadilly Street Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY VIRGINIA scale AS NOTED DRAWING C17 SHEET 19 of 20 REVISIONS no. I date description by ckd. 1 17/17/031 REVISED PER COUNTY COMMENTS I D.R.O. D.J.S. JOB NO. DATE: DESIGNED BY: DRAWN BY: APPROVED BY: MARCH, 2002 C.E.M. TEAM C.E.M. PXrojI H -172 p F -1 C.E. MADDOX, JR. Z 0 CERTIFICATE NO, -- 0 7091 REGISTERED PROFESSIONAL ENGINEER _r gilbert w. clif Engineers — 150—C Olde Greenwich Dr. P.O. Box 781 Fredericksburg, Virginia 22404 (540) 898-2115 sociates, ater Quality ine. 117 East Piccadilly Street Winchester, Virginia 22601 540 667-2139 FREDERICK COUNTY 1 6' HIGH BERM ® 3:1 SLOPE �- 35' WIDE -- SECTION "A —A" f "BLUE SPRUCE" OR EQUAL w OD O 00 ►,A„ J PLAN VIEW I: 36' `"SUGAR MAPLE" OR EQUAL "WHITE PINE" OR EQUAL LANDSCAPE SCREEN REQUIRED 3 PLANTS PER 10 LINEAR FEET MIN, 4' IN HEIGHT AT PLANTING MIN, 6" HEIGHIT AT MATURITY ZONING DISTRICT BUFFER NOT TO, SCALE 10' ROAD WA Y Cr DOUBLE ROVW EVERGREENS �L MINIMUM 4' HIGH AT PLANTING, v U 20' HIGH AV MATURITY, Q m PLANTED 101' CENTER TO CENTER ROAD EFFICIUdCY FULL DISTANCE BUFFER BUFFER PLANTINIG SCHEDULE COMMON NAME SIZE SPACING QUANTITY WHITE PINES 4' MIN. HEIGHT 10' 490 SUGAR MAPLE 2" CAL. ® 6" HIGH 10' 245 BLUE SPRUCE 4' MIN. HEIGHT 10' 245 LOT PLAITING NOTES. 1. STREET TREES SHALL BE PLANTED IWITHIN 20 FEET OF THE RIGHT —OF —WAY. 2. TWO TREES SHALL BE PLANTED ON EACH LOT. 3. THE DEVELOPER SHALL SELECT TREIES FROM THE FOLLOWING APPROPRIATE TREE LIST-! A. RED MAPLE ACER RUBRUM MINI. 2 1 /2" CALIPER, 6' AT PLANTING B. DOGWOOD CORNUS FLORIDAk MINI. 2 1 /2" CALIPER, 6' AT PLANTING C. JAPANESE ELM ZELKOVA SERRAT;A MIN. 2 1/2" CALIPER, 6' AT PLANTING D. WHITE OAK QUERCUS ALBA. MIN. 2 1 /2" CALIPER, 6' AT PLANTING QUERCUS BICOLO)R TOTAL LOT TREES REQUIRED: 2 TRiEES PER LOT X 139 LOTS = 278 TREES REGENCY LAKES ESTATES SECTION 11F$7 LANDSCAPE PLAN GRAPHIC SCALE: 1 " = 200' 200 0 200 400 VIRGINIA scale AS NOTED DRAWING C18 SHEET 20 of 20 f "BLUE SPRUCE" OR EQUAL 6' HIGH BERM ® 3:1 SLOPE 35' WIDE — SECTION "A —A" „A„ „A„J PLAN VIIEW `"SUGAR MAPLE" OR EQUAL "WHITE PINE" OR EQUAL LANDSCAPE SCREEN REQUIRED 3 PLANTS PER 10 LINEAR FEET MIN. 4' IN HEIGHTr AT PLANTING MIN. 6' HEIGHT AST MATURITY ZONING DISTRICT BUFFER NOT TO SCALE lut ROADWAY DOUBLE ROW EWERGREENS w MINIMUM 4' HIGIH AT PLANTING, U 20' HIGH AT MATURITY, QQ) PLANTED 10' CENTER TO CENTER BUFFER PLANTING SCHEDULE COMMON NAME SIZE SPACING QUANTITY WHITE PINES 4' MIN. HEIGHT 10' 490 SUGAR MAPLE 2" CAL. ® 6" HIGH 10' 245 BLUE SPRUCE 4' MIN. HEIGHT 10' 245 LOT PLANTING NOTES: 1. STREET TREES SHALL BE PLANTED WITHIIN 20 FEET OF THE RIGHT -OF -WAY. 2. TWO TREES SHALL BE PLANTED ON EACH LOT. 3. THE DEVELOPER SHALL SELECT TREES FROM THE FOLLOWING APPROPRIATE TREE LIST: A. RED MAPLE ACER RUBRUM MIN. 2 1/2" CALIPER, 6' AT PLANTING B. DOGWOOD CORNUS FLORIDA MIN. 2 1/2" CALIPER, 6' AT PLANTING C. JAPANESE ELM ZELKOVA SERRATA MIN. 2 1/2" CALIPER, 6' AT PLANTING D. WHITE OAK QUERCUS ALBA, MIN. 2 1/2" CALIPER, 6' AT PLANTING QUERCUS BICOLOR TOTAL LOT TREES REQUIRED: 2 TREES PER LOT X 139 LOTS = 278 TREES GRAPHIC SCALE: 1 " = 200' 200 0 200 400 REVISIONS JOB N0. L c N of �P O� -2 C.E. MADDOX, JR. z o CERTIFICATE 710091E No. REGISTERED PROFESSIONAL ENGINEER 1 1 1. tl! . c 1 i f s s o c 1 a t e , inc. Engineers — La s Water Quality 150-C Olde Greenwich Dr. P.O. Box 781 117 East Piccadilly Street Fredericksburg, Virginia 22404 Winchester, Virginia 22601 540 898-2115 540 667-2139 REGENCY LAKES ESTATES SECTION LANDSCAPE PLAN FREDERICK COUNTY VIRGINIA III scale AS NOTED DO. date description by ckd. DATE: MARCH, 2002 1 7/17/03 REVISED PER COUNTY COMMENTS D.R.O. D.J.S. DRAWING C 8 SHEET 20 OF 20 DESIGNED BY: C.E.M. DRAWN BY: TEAM APPROVED BY: C.E.M.