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Home My WebLink About11-01 & 12-01 Design Plan5 Z.ICtIV$' L EROSION CONTROL CONSTRUCTION NOTES ® ® ® ® 1. Prior to initialing any land disturbing activity, it will be necessary to schedule an -on-site pre-canstmction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to GENERAL ® oissuance of the land disturbance permit for the subject project. I. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the ® 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections completed installation of the utility systems and all other improvements shown ar implied os necessary for the as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the completed facility ready for use. Unless otherwise noted, sppecifications far all we to be in accordance with applicable Standards and Construction Specifications of The Yr inia Department of Transportation, Virginia approved plan, the Department of runPubs, Works will grant approval to initiate andisturbing ac ,w ies. 3. Prior release of building permits, the following items shall he completed: Department of Health, Frederick County Sanitation Authority and the contract documents. di 2. The engineer has attempted to, locate existing subsurface utilities; however, such may exist that are not shown. ® 0 a) Subdivision shall ew stabilized in accordance with the approved plan (i.e., rood surface, stormwoter conveyance system, this so as to avoid damage to any utilities., Any damage shall be the\Q�� D O Q O curb and gutter, sidewalks, channel linings, vegetative cover, sits.) . - _ , The curb'. contractor shell exercise core in work b) Submittal of certified as -built of Ur subdivision which contains the following items: stormwaler conveyance system, "Miss ® O J��'J�� contractor's resPonsibilit . The contractor shall notify all utility companies 72 hours Nor to construction. Call f..=./ r T r T r r , 4 UFility' 1-800-552-7001. and gutter, drainage channels and ditches, starmwaler pond. A letter from the engineer -of -record shall be included with the o that the has been constructed in accordance with the approved 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall as -built which states subdivision plan. be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. c) Individual subdivision tat grading pions shall be submitted by the builder al the time of the building permit application or 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, l--� each lot proposed for construction. 5. Contractor to obtain, of his expense, all permits required of this work and shill faithfully adhere to the permit &,�"wi4. Temporary and permanent erosion control structures oriel methods to be in accordance with the Virginia l�� ® / (� J `I �" Erosion Contra) Guidelines and tocol ordinances and to be utilized during the construction period. conditions imposed. 6. NI grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. rW{� l��Jq �l�Jq PPJ��(j� 1W1 1. 5. NI erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to he surfaced are to have stone base as 7. Cutsheels shall be submitted to the En?umeer for approval prior to ordering structures and start of construction. All cutsshould show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days FREDREICK COUNTY SANITATION AUTHORITY when l npaved n is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in ;the affected area. �f^� WI unpaved areas of the site which are disturbed b9 this construction shell be provided with` 6" Topsoil, �1 ® TR I 1 /�/'�� ® N g 1 0 N and mulched. Seed bed to be watered and cared for as necessary to. provide a fe7.rtilized, The fertilized, 1. Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com seeded, composted ® JLI�_ L�9J�/ o rJ LTJ �L Ll 6. ® ® PIS(.. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FC \/ r T ��:::/// LLL��Jll �/ good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn ondilions. approval. 8. No area of the site which drains to Lake Frederick will be cleared and grubbed until perimeter controls have been ' 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority inspected by the engineer. requirements. ��4/(�J 9. If required by VOGIF, fallowing staking of the "limits of Clearing", the owner shall have the construction easement limits 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. located and flagged For VDGIF review. �(\��J��/�� 5. When on existing cooter main is tapped for the installation of a new line: SHEET TITLE \ �,�J / o The Authority shall burnish all labor and material. ® I COVER SHEET ® b; The developer/contractor must: 2 KEY MAP 1. make application and pay deposit r/�/7 2. mark the tap location G7iO�n(do , I 3 LAKE FREDERICK DRIVE STA. 0+00 TO 12+50 RACHEL CARSON DRIVE STA. 0+00 TO 16+00 / SITE DEVELOPMENT PLAN . UU��1�I J�1 6. The contractor shall tie-in a new sewer line to an existing manhole by care drilling the manhole 3A RACHEL CARSON DRIVE STA. 0+00 TO 16+50 / SITE DEVELOPMENT' PLAN 7. Exact locations of water and sewer services on new lines are to he coordinated with the Authority's��17 r�lJ 4 RACHEL CARSON DRIVE STA. 9+00 TO 30+00 / SITE DEVELOPMENT PLAN Inspector. i;,i p v 5 RACHEL CARSON DRIVE STA. 28+50 TO 45+00 AND BALD EAGLE DRIVE/ It , through 2" in SITE DEVELOPMENT PLAN 8. The Authority's maintenance department shall furnish and install all water meters size. It is the developers/contractors responsibility to have the meter box assembly installed correctly. ��•••rrr y+� 5a� �Ir�- r/,�= 5�5� �} 6 RACHEL CARSON DRIVE STA. 45+00 TO 60+50 AND MERGANSER DRIVE/ Before a permanent meter is installed: TFRogu4i0s TAirgd aA Go SITE DEVELOPMENT PLAN VOL�tm 1`l� a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. fl o 7 RACHEL CARSON DRIVE STA. 60+50 TO 70+50 AND SECTION 1 (WEST)/ b) The frame and cover shell be set a final grade. pp Opoc��o� �g�a�o��n Dfi�� SITE DEVELOPMENT PLAN c The distance between the to of the cover and the co ersetter shall be between 18 and 21 inches. i, 0 s, 8 SECTION 1 (EAST)/ SITE DEVELOPMENT PLAN SITE DEVELOPMENT PLAN d) All components of the meter box. assembly shall be in working order. 9 RUFFED GROUSE COURT/ proper 10 LAKE FREDERICK DRIVE STA. 0+00 TO 12+50 / 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. RACHEL CARSON DRIVE STA. 0+00 TO 10+00 / GRADING AND E & S PLAN IDA RACHEL CARSON DRIVE STA. 0+00 TO 16+50 / GRADING AND E & S PLAN b An Application for Service must be made and fees aid before work will begin, pP Q g _ 11 RACHEL CARSON DRIVE STA. 9+00 TO 30+00 / GRADING AND E & S PLAN ° "ta The all 5/8 water,f 12 RACHEL CARSON DRIVE STA. 28+50 TO 45+00 AND BALD EAGLE DRIVE/ carids ` gt`3�w��J' * �, d) For allllo r{eY and12'U servicesmish , lhetall bol/makenthe bring piping to the property ,., .: Authority P 9 P P 9 P P ty 3 vy x ° I r.. GRADING AND E& S PLAN -: ' Y °, 1 1; line. The contractor shall fumish and install the meter vault assembly. The Authority will install ar'f'' , e „+J;d\ +t -t = ', 13 RACHEL CARSON DRIVE STA. 45+00 TO 60+50 AND MERGANSER DRIVE/ ` the meter.` e7r " �} )( o 81 GRADING AND E & S PLAN e) The Authority will install all sewer laterals. 14 RACHEL CARSON DRIVE STA. 60+50 TO 70+50 AND SECTION 1 (WEST)/ 1 ° J I <e 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as ) .-k s �' / 1 ' GRADING AND E & S PLAN "'• ', SECTION 1 GRADING AND E & S PLAN required). The assembly must meet ASSE standard No. 1015 or 1013. _ ; (`(- x Junk ,. A" i. 15 (EAST)/ wi - E & S PLAN 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector -, r a r ° �ouble J - �; °( 16 RUFFED GROUSE COURT/ GRADING AND No. 1048 1047. ' ,a.ne 4 •. 17 DETENTION POND DETAILS double check valve or RPZ, as required). The assemblyshall meet ASSE standard or ��° �Taltgate'"� � p�a � � � ` ) 101 TO SAN. SEWER MH 1039A Rodin read remotes are required. UB�.r_ - ; + 2� � y wnsrar a � 17A PLAN PUMP STA. e ,i 18 RACHEL CARSON DRIVE STA. 10+50 TO 23+50 ROAD PROFILE d k FIRE & RESCUE .y y ', ;a i l i - �J 19 RACHEL CARSON DRIVE STA. 10+50 TO 23+50 ROAD PROFILE � C y I 1. Bunning of land clearing debris requires a permit from the Fire Marshal. Bunning of construction debris on site is prohibited. '^`�. N ' ' " < '. `:% v 20 RACHEL CARSON DRIVE STA. 23+50 TO 40+00 ROAD PROFILE 3c i a, i-: / ,� 7 k, 1 21 RACHEL CARSON DRIVE STA. 40+00 TO 56+50 ROAD PROFILE `• 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and v� - _ r � �.-� °° addresses must be posted as construction begins. Parked vehicles and stngmg of construction materials are prohibited ' + '' V - AA, 22 RACHEL CARSON DRIVE STA. 56+50 TO 71+50 ROAD PROFILE within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. 'y ., �:` ,, ` L ^il ° `� a, 1 ' C W RESPONSIBLE LAND DISTURBER, 23 MERGANSER COURT & OSPREY LANE ROAD PROFILES 24 GREBE DRIVE STA 0+00 TO 16+00 ROAD PROFILE VIRGINIA DEPARTMENT OF TRANSPORTATION NAME: Ron MIslowsk y 25 GREBE DRIVE STA.16+00 TO 24+50 -RUFFED GROUSE COURT ROAD PROFILES K° ` s v` 1� /'t" , _ '✓, o i -� 26 SAPSUCKER LANE STA. 0+00 15+50 ROAD PROFILE Stare G' °ti Ce,ip V1. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer "`-` - J `' _ A c+ rig`,=N°7 ��;CERTIFICATION #: PE- 020674 27 SAPSUCKER LANE STA. 15+50 TO 18+00 KINGFISHER COURT- trenches be in six (6) inch lifts to 95% of theoretical maximum wa BUNTING COURT -CRAPPIE DRIVE ROAD PROFILES Virginia Department of Transportation OT Road and Bride Specifications and Standards, shall compacted aid. the Virginia Erosion Sediment Control Regulations, any other applicable slate, federal or density as determined by AASHTO T-99 Method A, within plus or minus 27 of ,0 _==a°a o•' `, ! rr e'. az -J- DATE: 7112101 28 BALD EAGLE DRIVE STA. 0+00 TO 24+50 ROAD PROFILE �r and and M1+ I '�.n�p,. - 5,.. - 29 BALD EAGLE DRIVE STA. 24+50 TO 30+00 ROAD PROFILE local regulations. In case at a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the ,?vM �,", c'� c I, z -, a n ' I PIPE PROFILE- SAN. MH. 1012 TO SAN. MH. 1038 STA. 0+00 TO 8+50 and Regulations, the most stringent shall govem direction of VDOT, density tests shall be performed by a qualified independent_; b ,, •' = a .' T. j I"/. .� %; a �,.1 THE RESPONSIBLE LAND DISTURBER 30 PIPE PROFILE- SAN. MH. 1012 TO SAN. MH. 1038 STA. 8+50 TO 16+98 agency in accordance with VDOT Road and Bridge Specifications. Certified copies - , +'� 7 w V2. All l the latest U.S. Deportment Labor, Occupational Safety and J ` - - 69 -' ` RdJ9,C�;/AR A 1 31 PIPE PROFILES- SAN. MH. 1022 TO SAN. MH. 1024; SAN MH. 1030 TO SAN. MH. 1039A; construction shall cal with of of test reports shall be submitted to VDOT daily, unless specified otherwise l _ ;'ire. ,t 1. - I -p IS THAT PARTY RESPONSIBLE FOR SAN. MH. 1035 TO SAN. MH. 1043 TO SAN. MH. 1048 (A Health Administration (OSHA, and Virginia Occupational Safety &Health (NOSH) Rules and P ° r' tea;, �s Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on - �, I ;csm - i' , I' )J J'-;, 31A RACHEL CARSON DRIVE- STA. 0t00 TO 16+00 '� - `„ �' ° ` )I' / �J✓ L RACHEL CARSON DRIVE- STA. 16+00 TO 28+50- ROAD PROFILE V3. When working within VDOT right-of-way, all traffic control, wheother permanent or temporary, these plans and/or as specified by VDOT. t ; r f 31B shall be in accordance with the current edition of VDOT's Work Area Protection Manual. VI6. The installation of an entrances and mailboxes within any dedicated street right- , - r•��.:,, ' _' ,� .ro. e� `-,+ CARRYING OUT THE LAND DISTURBING 3TC RACHEL CARSON DRIVE- STA. 28+50 TO 42+00- ROAD PROFILE ! ° °°�� A„-o'i ` ' 7r-' 31D RACHEL CARSON DRIVE- STA. (SOUTHBOUND] 0+00 TO 9+66- ROAD PROFILE I Furthermore, all tro!lic control Ela errs must be certified in accordance with Section 104.04(c) of of -coo shall meet VDOT minimum design standards and is the responsibility of t - - _ . 9 - ACTIVITY AS SET FORTH IN THE PLANS. RACHEL CARSON DRIVE- STA. (NORTHBOUND) 42+00 TO 51+00- ROAD PROFILE 1 �') the VOOT Road and Bridge Specifications. the developer. ! 5 )/,l I -, 9 P P r!' F + i Hce°' u" 31E RACHEL CARSON DRIVE- STA. 51+00 TO 59+43- ROAD PROFILE acceptance of any streets, all required street signage and/or s ipr� +,+s; � bB9 V4 The develo er shall be responsible for relocating, at his expense, an and all utilities, including s ��' ' '�s, a 32 STORM SEWER PIPE PROFILES p p g p Y 9 VI7. Prior tot _ �� traffic signal poles, junction boxes, controllers, etc., owned to VDOT a or private / public utility ma martins shall ec installed b the developer or, al Vn Un discretion, a % �•'. a '; m• 33 STORM SEWER PIPE PROFILES companies. It is the sole responsibility of the developer to locate and identify utility facilities or P 9 Y tyy lY b VDOT on on account receivable basis following the Manual On Uniform i `��°e �'}� �.�,. ° J �' � 1 1 0.1 r 1 p VOOT 9 ?�' %' p Y y r ; : -, ., , v , ¢. 34 STORM SEWER PIPE PROFILES rF��-- items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devibes. plans does not indemnify the developer from this responsibility. 'r '/ 35 STORM SEWER PIPE PROFILES V18. The developer shall provide the VOOT Residency Office with a list of all material �- " 1 ,.6e0"v ea f e� �l \,.�, �,- 36 STORM SEWER PIPE PROFILES � V5. Design features relating to field construction, regulations, and control or safety of traffic may be to the start of construction. Copies of all invoices for motedols < 11) 37 STORM SEWER PIPE PROFILES sources prior e ,, �� subject to change as deemed necessary by VOOT. Any additional expense incurred as a result of utilized within any dedicated street right-of-woy must be provided to the local ,-:;:1��, Arr , / �A ( 38 STORM SEWER PIPE PROFILES , -``' a field revision shall be the responsibility of the developer. VDOT Residency Office prior to acceptance of the work. Unit and totol'prices. �. rl rE r- , -;�,0 ' AD PROFILE any P Y P Y P P r. . �� f�� , I '' 39 V.D.G.LF. ACCESS RO L V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured. 40 WATER MAIN PLAN &PROFILE ' `-'= ' ?� ° °._ land use rmits for an work within VOOT right-of-way. V19. ate base and subbase materials shall be laced an sub rade b means of a r�� s ya r '/ (tee _ 41 MISCELLANEOUS DETAILS Pe YAggregate P 9 Y ;r,� v �, v 'a r I ` ` <'� �C1I J ✓) 'T' .n the density in < 41A MISCELLANEOUS DETAILS V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using control strip , .'(. t and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and these tests. Certified Owner/Developer. Oxbridge Development at Shenandoah, LC agencies, utility companies and VOOT prior to initiation of work. VTM-10. A certified compaction technician shall perform copies of test reports shall be submitted to VDOT daily, unless specified. 600 Jefferson Plaza J V8. The contractor shall no6ty the local VOOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the Suite 550 to any required or requested inspection. VDOT Rod and Bridge Specifications. Density shall be determined using the Rockville, Maryland 20852 V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specified in Section 315 and VfM-76. A certified - compaction technician shall perform these tests. Certified copies of test reports (301) 294-4150 adjacent public roadway via a construction entrance that is constructed and maintained in DOT accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. shall en submitted to VDOT daily, unless specified otherwise. V 9 representative shall ti notified and given the opportunity to be present during the Vicinity M a p OWNER'S CER11flCAlE Furthermore, access to other properties affected by this project shall be maintained through canslruction and testing of the control strip. r � construction. The Developer shall have, within the limits of the project, on employee certified by Scale 1"= 2000" 1 hereby certify that the property contained in V the Virginia Deportment of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - this Is with free consent and in accordance inches larger he below the bottom of the excavation to Control who shall inspect erosion and siltation control devices and measures on a continuous (36) and shall explored with the desires of the undersign owners, proprietors the desires basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior March 2001 °r VIO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at to placing pipe. Foundation designs shall comply with VDOT Road and Bridge the end of construction. Standard PS -1. Where soft, yielding, or otherwise unsuitable foundation is )1 /a /a20U5 V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT, ate thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval Y (9roved Frederick Coun Subdivision Administrator VI2. An unusual subsurface conditions e.., unsuitable soils, springs, sinkholes, letter. P a t t O h Harris R u $ t & Associates p c App by County S' voids, caves, etc.) encountered during the course of construction shall al i immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard CG -12 Curb Ramps shall be installed where indicated an these plans and/or as specified by VDOT. Engineers. Surveyors. Planners. Landscape Architects. in that vicinity until on adequate design can be determined by the engineer and 9 Y P - approved by VOOT. T H of V24. MOOT Standard Guardrail shall be installed where warranted and/or as proposed V V13. All fill areas, borrow material and undercut areas shall be inspected and approved on these plans in accordance with VDOT?s installation criteria. Final approval of the �� r Site vol Valid for 5 Years From Date Shown Hence Date by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given by VDOT after grading is mostly complete. 117 East Piccadilly Street, Suite 200 0 I>ro required, at VDOT representative of the location. When soil samples are submitted to private Winchester, Virginia 22601 A. NISL KY, .Z of representative shall it present to insure the sample obtaines is { A. laboratories for testing, the samples shall be clearly identified and labeled as u wa. 020674 a. Project Number' belonging to o project to be accepted by VDOT and that testing shall be T 540.667.2139 ?�I Dir performed in accordance with all applicable VDOT standards and procedures. ,o �Q- 1 41 F 540.665.0493 Sheet Number of /D / NA Z.ICtIV$' L 10.00' UTILITY 1 EASEMENT 1.50' 30' PUBLIC ACCESS AND UTILITY EASEMENT 11' ------ 11' f 10.40' UTILITY EASEMENT 5!R[[t11V Y-YUU fV 1Z_j_UV rnuviur- -- LOCATE DRY UTIL177ES 3 FT OFF WATER EXTEND AGGREGATE LAYERS 1 FT. BEYOND BACK OF CURB RACHEL CARSON DRIVE TYPICAL ROAD SECT ON Shenandoah Development - Phase 1 Development Summary PEDESTRIAL ACCESS AND UTILITY ESM'T 2" 7M --2A 6' 218 \ �y CONCRETE ROLL --TOP CURB SECTION END CONSTRUC77ON N/� PHASE 1 OAK RIDGE PROPERTIES, INC. 86--A-2730 Shftt8 7 arx USE. AGRICULTURAL 1 LIMITS N 02'59'34" E ♦ i 159.32' �.2. �. • a NfF WCTOR A do CLIA A. TOLKAN 93--A--77 USE. AGRICUL TURAL AMENITIES AREA SUBDIVISION RAp1U5 MASTER PLAN *ALL SINGLE FAMILY LOTS ARE DEVELOPED Type: S.F. Small Lot Phase 1 S.F. Small Lot PER SINGLE FAMILY SMALL LOT ORDINANCE Minimum Building Spacing Required: 20 4' PLA PARAGRAPH 165--65F TPCURB S.F.IV �7L s o 4 PLA G TRIP 4 1 ".' 1' I SEE DETAIL 25.95% Minimum Lot Size: 4400 S.F. ! I 114" i, Garden Apartments: 36 g 2 -08 05 w 1 W. 36 1, Total Units: 211 1 4":1' 235 PROPOSED WW T.P. Area in Lots: 29.6520 Ac. 44.42 Ac. r (TYP.) 33.63 1.5" SM -12.5A 3" BM -25.4 12 24" 97.82 Ac. 1ICTOR A. & XUA A. TOLKAN . Area to FCSA: 4.0381 Ac. 6" 216 AGGREGATE Ac. 93-A 77 ��: AGRICULTURALim _ o SAPSUCKER LANE 175.75 Ac. 0 7.8 PRASE 1 �. - + BUNTING COURT 4 "� � "? Recreation Units Value Required: $112,533 ,- 0 a GREBE DRIVE Community Building Value - $1,400,000 a FlikerlBiker Trails Value - $40,000 OSPREY LAMB 00 "� velo 11- 94A-1-11-2fl USE: VACANT Receation Units Value Provided: $1,470,000 $2,105,000 N/F KINGFISHER COURT e> e Development Note: A separate site plan and application to the County are required Lu ea v WAIV MARY M LADY MERGANSER COURT On 94Ay--1--1--12 November 8, 2000, the Frederick County Board of Supervisors, following us£ VACANT the Planning Commission, the applicant of the gni` �° 4 0 Li LL -1 RUFFED GROUSE COURT Shenandoah Master development Plan the following: TO FRONT ROYAL Greenways: 1. m Lake Frederick Drive will require trees to be planted along bath EXTEND AGCJREGA TE LAYERS 2. Environmental Protection - As permitted by 165-77.R, a variation for 1 FT. BEYOND BACK OF CURB constructed with Phase I is 1545 ft. A total of 545 trees will be r~ of the propertys woodlands. required. A landscaping plan shall be approved by the Zoning TYPICAL ROAD SECTION Buffers and Screening - As permitted by 165-77.1-1, a waiver of the Administrator and all trees planted prior to issuance of any interior residential screening and road efficiency buffer requirements oCCII an ermits for Section One lots in age restricted communities. 5!R[[t11V Y-YUU fV 1Z_j_UV rnuviur- -- LOCATE DRY UTIL177ES 3 FT OFF WATER EXTEND AGGREGATE LAYERS 1 FT. BEYOND BACK OF CURB RACHEL CARSON DRIVE TYPICAL ROAD SECT ON Shenandoah Development - Phase 1 Development Summary PEDESTRIAL ACCESS AND UTILITY ESM'T 2" 7M --2A 6' 218 \ �y CONCRETE ROLL --TOP CURB SECTION END CONSTRUC77ON N/� PHASE 1 OAK RIDGE PROPERTIES, INC. 86--A-2730 Shftt8 7 arx USE. AGRICULTURAL 1 LIMITS N 02'59'34" E ♦ i 159.32' �.2. �. • a NfF WCTOR A do CLIA A. TOLKAN 93--A--77 USE. AGRICUL TURAL AMENITIES AREA SUBDIVISION RAp1U5 MASTER PLAN *ALL SINGLE FAMILY LOTS ARE DEVELOPED Type: S.F. Small Lot Phase 1 S.F. Small Lot PER SINGLE FAMILY SMALL LOT ORDINANCE Minimum Building Spacing Required: 20 Ft. 612.66 PARAGRAPH 165--65F Minimum Lot Size Required: 3750 S.F.IV �7L s o Single Family Lots: } 175 75.00 19911. 40 Average Lot Size: 9184 S.F. 10.133 25.95% Minimum Lot Size: 4400 S.F. 14.90 1.44 Garden Apartments: 36 g 2 -08 05 w 1 W. 36 01'48'29" Total Units: 211 4.8o,% 235 PROPOSED WW T.P. Area in Lots: 29.6520 Ac. 44.42 Ac. Area in Private Streets: 20.4227 Ac. 33.63 Ac. N/F Area in Open Space: 144.4914 Ac. 97.82 Ac. 1ICTOR A. & XUA A. TOLKAN . Area to FCSA: 4.0381 Ac. Ac. 93-A 77 ��: AGRICULTURALim Total Area Subdivided: 198.6042 Ac. 175.75 Ac. Recreation Units Requlred(1130 units): 7.0 7.8 PRASE 1 �. - + Value per Recreation Unit: $16,000 O Recreation Units Value Required: $112,533 $125,333 Recreation Units Provided: Community Building Value - $1,400,000 FlikerlBiker Trails Value - $40,000 r,RADY Natural Trails Value - $30,000 11- 94A-1-11-2fl USE: VACANT Receation Units Value Provided: $1,470,000 $2,105,000 N/F MARY M. GRADY Development Note: A separate site plan and application to the County are required 94A-1-10-11 USE. VAa ANT USE. 'D APPRO for the waste water treatment plant, community building and garden apartments v WAIV MARY M LADY On 94Ay--1--1--12 November 8, 2000, the Frederick County Board of Supervisors, following us£ VACANT the Planning Commission, the applicant of the gni` Required Landscaping the recommendation of granted - t Shenandoah Master development Plan the following: TO FRONT ROYAL Greenways: 1. Environmental Protection - As permitted by 165-77.R, a waiver of the Lake Frederick Drive will require trees to be planted along bath required prohibition of wetlands disturbance. Sides at 50 ft, intervals. The total length of Lake Frederick 2. Environmental Protection - As permitted by 165-77.R, a variation for woodlands disturbance, enabling disturbance of up to 6D percent constructed with Phase I is 1545 ft. A total of 545 trees will be of the propertys woodlands. required. A landscaping plan shall be approved by the Zoning 3. Buffers and Screening - As permitted by 165-77.1-1, a waiver of the Administrator and all trees planted prior to issuance of any interior residential screening and road efficiency buffer requirements oCCII an ermits for Section One lots in age restricted communities. p cy p Residential Lots: A minimum of 20 landscape planting shall be provided on each individual lot. At least one quarter of the landscape plantings shall be trees with the remainder being shrubs. The trees shall be a minimum of 2" caliper at time of planting, and the shrubs shall be be a minimum thre"allon container at time of planting. The planting for a lot shall be in place prior to issuance of its occupacy permit. s N 58'D3'2�" W --_ 231.81 N 55`22'55" w 219.72' `-J S 72'59'x2' 57.66' tai E137_ABETH CAMPBELL Ci ESTATE BOBBY W. & GLADY5 E, GIBSON 08 581 Pg. 792 rX l 1417 w �. RUA PHASE 1 0 • r• � r•... . w �� a,Yi.r.rir: � �f. s'. �s'E s4 i s 99&OZ + E 44 f S 80'',rb'24 70.76' i N 841'2¢" E 9 .113 S 76"3734" E' 80.2 ' .".r 1 S 64`51'2" W 101.20'6 ro 76"37'34" W 'mei r'J Lei ROY S. do MARGARET 1. MADIGAN DS 274 Pg, 52 N 35'25' 1 d" E o 1406.SC1` N 34'33'15" 0 co C" m 0 D v-�-- �n �, ,/I ► ,� Cl C]�1IC! C7Ci �" - f � �• � ��" �v► � �"'411 r, � ,r�- .r 1»I'r IM PON nr� 1 ■��-� +IrA:�--7�r� j/� � � tJ �ri►Ie 1�� ffmwfI�xow1rr r�lf�i �Tr� l M rlr�ll J J 7 f i tnwlr' Mimi .� •'+! Iitw41 t�I�1' I�I� fel i.. E 350.00, RAp1U5 114 16.0344179" S214 1 LINEESION Phase 1 FOUR coo w8 MARY E. NICHOL i,PARCEL 12 Pg. 712 {C}w „ m 77 SHEETS 612.66 14.025 AC.!,3 NN '� Distu[t�-d_Area �7L s N 145.00 75.00 51.72°/3 59.80% Steep Slopes 41.00 10.133 25.95% 620.60' 405.39 Flood Plain 14.90 1.44 9.40% g 2 -08 05 w 1 W. Wetlands8.54 01'48'29" 0.41 4.8o,% 5.30% 34.46'76" W L S 3446'16" W S 27'o9.16" W 4$0.78` JEFFREY E WILLIAMS 1134.92' S 34'406' W 388.10' D8 568 Pg. 145U.S. .S+ ROUTE 522/340 2 2 ft 50�4,3f3�' (160 f r 11 / /w) 49MR1110SO4LE SHENIANDOAH RAp1U5 LENGTH TANGENT CHORD I Phase 1 Total Total Disturbed Percentage Allowed 612.66 Area Area acres Distu[t�-d_Area Disturbed Area Woodlands 145.00 75.00 51.72°/3 59.80% Steep Slopes 41.00 10.133 25.95% 19.60% Flood Plain 14.90 1.44 9.40% 7.00% Wetlands8.54 01'48'29" 0.41 4.8o,% 5.30% H 9Ronaid A. Mislowsky, JrZ O CERTIFICATE NO. - 0 020674 REGISTERED PROFESSIONAL ENGINEER 500 250 0 500 1000 (hvAXT) 'gin=5� Y0 DOUBLE {OLLiaATI `.EG S 27.08'48" W 323.16' PARCEL SIX 137.284 AC. O S 28'55'51" W ROAD CURVE DATA CURVE DELTA RADIUS TANGENT ARC CHORD C1 25'10'24" 190.E0' 42.42' 83.48' 82.81' C2 43777'08' 15,500' 61.24' 116.65' 113.91' C3 81:32'17' 300.00' 258.67' 426.93' 391.81' C4 31"78'44" 580.00' 162.64' 317.14' 313.20' C5 36103'09" 370.00' 120.41' 232.82' 229.00' C6 37'19'12" 300.00` 101.31' 195.41' 191.97' C7 13777'35" 200.00' 231.01' 95.82' 45.72' C8 84'40'13" 275.00' 250.54' 406.39' 37041' C9 31115:38" 1375.00' 384.69' 750.20' 740.93' CIO 19700'25" 450.00' 75.33' 149.28' 148.60' C11 03;38'13" 600.00' 1905' 38.09' 38.08' C12 14°1326" 600.00' 74.86' 148.95' 148.57' C13 16:33'08" 875.00' 127.28' 252.78` 251.90' C14 04'35'36" 1000.00' 40.11' 80.17' 80.15' C15 04'17'39' 2400.00' 89.98' 179,87' 179.83' C16 08'22'16" 2000.00' 146.37' 292.21' 291.45' C17 30 4552" 300.00' 82.53' 161.08' 159.15' GIS 1878'25" 300.00' 48.34' 95.85' 95.45' C19 14.39'48" 2800.00' 360.26' 716.59' 714.64' C20 3707'06" 225.00' 75.54' 145.76' 143.23' C21 07 42'20" 1550 00' 104.39' 208.46' 208.30' C22 9746'28' 100.00' 114.58' 170.55' 150.68' C23 57'00'20" 200.00' 108.60' 198.99' 190.88' 024 28 4652" 100000' 256.58' 50233' 497.06' 025 30x6'27' 200.00' 299.28° 584.42' 577.57' C26 5934'57" 200.00' 115.27' 209.15' 199.75' C27 2929'07" 51.00' 13.42' 25.25' 25.96' C28 417'4937' 225.00' 92.80' 176.03' 171-58' C29 12"70'43" 1375.00' 146.69' 292.27' 291.72' C30 59'13'19" 1000.00' 568.33' 1033.62' 988.22' C31 244438" 175.00' 38.39' 75.58' 74.99' C32 6.3708`37" 100.00' 61.45' 110.21' 104.71' C33 104'3359" 100.00' 129.31' 182.50' 158.21' C34 3630'39" 10700' 35.29' 68.16' 6704' C35 7277'10" 57.00' 41.63' 71.91' 67.24' C36 95 47'48" 57.00' 63.08' 95.30' 84.58' C37 25 4546" 145.00' 33.16' 65.20' 64.65' C38 1837'05" 295.00' 49.24' 97.58' 97.13' C39 161'05'43" 70.00' 420.45' 196.81' 138.10' C40 13718'48" 110.00' 12.68' 25.24' 25.18' C41 14116'09" 10700' 13.39' 26.65' 26.58' C42 71'07'13" 182.00 130.11 225.91 211.69 C43 13'5244" 302.00 36.76 73.15 72.96 C44 07'00'21* 349.00 21.36 42.67 42.65 C45 365332' 150.00 50.03 96.58 94.92 C46 475754" 226.00 86.94 169.47 165.53 C47 103'04'57" 246.00 309.72 442.59 385.26 C48 30 47'17' 401.00 110.41 215.48 212.90 C49 3214'24' 350.00 101.16 196.94 194.36 3522.7.3' c� 2� (� 2'33" W \1 6' N C4 X o �+ o u' . A M 10 ALL ROAD RIFTS -UF -WAY ARE 30'UNLESS OTHERWISE NOTED! A SEPARATE SITE PLAN IS REQUIRED FOR THE FOLLOWING SHENANDOAH DEVELOPMEMS AMENRIES,4REA WASTE WATER TREATMENT PLANT CONDOMWIUMS (PHASE 2) (SHEET 3A1 APARTMENTS (SHEET 9) i TJ 0 BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 310. USE GROUP R (RESIDENTIAL} OF THE BOCA NATIONAL BUILDING CODE/1996. ASSEMBLY BUILDINGS SHALL COMPLY WITH SECTION 303 OF BOCA AND PLANS SHALL BE SEALED BY A LICENSED VA. DESIGN PROFESSIONAL. NOTE-SEC1f0NjTABLE 705.2 EXTERIOR WALL FIRE RESISTANCE RATING OF HOMES LOCATED LESS THAN 5 Fr. FROM PROPERTY LINES. ON LOTS REQUIRING A SEWAGE GRINDER PUMP, AT TIME OF APPLICATION FOR BUILDING PERMIT, INFORMATION ON THE SEWAGE PUMP DESIGN SHALL BE PROVIDED TO THE INSPECTIONS DEPARTMENT TO INCLUDE TYPE PUMP, G.P.M., HORSE POWER RATING AND ACTIVATION PROBABILITY OF MAX. PUMPS OPERATING AT ONE TIME ON A COMMON FORCE MAIN. GRINDER PUMPS FOR RESIDENTIAL UNITS SHALL BE ENVIRONMENT ONE, MODEL +GP210. OR EQUAL AS APPROVED BY FREDERICK COUNTY BUILDING INSPECTOR. CURVE TABLE CURVE RAp1U5 LENGTH TANGENT CHORD I BEARING DELTA 1 2866.64 612.66 307.50 611.49 S 35'30 04 E 12'1440 2 5674.583 604.47 302.52 604.18 S 31'4310 W 06'0512 3 11514.16 363.35 181.69 363.33 5 3X52'02' W 01'48'29" 4 50.01 36.60 19.16 35.79 N 34-25'02' W 41'55'46' 5 151.95 88.20 45.38 86.9 N 38'451 D W 33'1530 STM STR 10 14, DI -38, L=20 FORT CON 71NUA® TOP=611.91 STM STR 1017, ES --1 JNV.IN=596.00 �T c��M�.9G d 1 '°` •�... _ 12" WATER MAIN, 12"x12" TEE, RFCD ( 5iRg2' , 12 GATE VALVE & 12 PLUG c �M STM STR 1016, DI -3B, L=20 S a� ALL PIPE JOINTS & FITTINGS SHALL B£' -. a RESTRAINED - TOP=597.90 STM STR 1015, DI -3B, L=20 STM STR 1012, DI -38, L=20 TOP=597.90 TOP= 622.67 STM STR 1008, DI -38, L=18 10"-11 1/4' BEND TOP= 631.78 ZE SQA 10 "-1 1 114' BEND �` �° STM STR 1009, INV IN=638, 00 C. 10"-11 1/4' BEND 01009 RFCD .� Oii SDR2 C � h k STM STR 1007, DI -3B, L=20 TOP= 634.16 r� 6. 6 �I k3 10" 45' BEND„ d 10 -11 1/4" BEND 15033'5 � WETLANDS AREA L� � STM STR 1010, DI -313, L-18 TOP=640.70�g� t �- U 10" 22 112' Ld BEND � ` ROCK INLET SEDIMENT TRAP �l STM STR 1013, DI -38, L=20 DETENTION POND "RACHEL CARSON DRIVE 9+00" � "� ND TOP=611.94 SEE SECTION SHEET 17. e� STM STR 1003, DJ -38, L=20 , 12 45* BE `✓ 2" 11 1/4 VERTICAL BEND 100 YEAR STORM ELEV,= 585.29 L w TOP=645.50 Arl��cs i STM STR 1011_3B, L=20 \, � STM STR 1004, ES -1 �� K TOP=622.72 INV INR 642.00' STM STR 1006, DI --3B, L=20 -� 0 Cl 4 TOP=633.54 ° "�/ ,� ` STM STR EC -1 REQUIRED 10 X2 TAPPING SAD L� LVE (!) 20' FIP-WJT1LkJG A s� JNV OUT=622.00 z'"� PROVIDE WATER METER AND STM STR 1002, DI -38, L-12 ---'� TOP=646.00 L1 GRINDER PUMP AS SPECIFIED' 12" 11 1 4' FOR RESIDENTIAL LOTS /r STM STR EC -1 REQUIRED 10 „ 22 112' , BEND ��" INV. OUT=618.00 g Cl � Q BEND PROPOSED STM STR 1001, DI -3B, L=20 \ GUARD HOUSEp•g l� cr TOP=643.79 CL 'Ilk 4 1 -FIRE HYDRANT ASSEMBLY © 628.4 ,.. 10" 11 1/4' + + +629.40 +629.50 BEND 628.4 i® 12PROPOSED GAZEBO (BY OTHERS) � PROVIDE' WATER METER AND � (,''� I " GRINDER PUMP AS SPECIFIED 11 1 14' NFOR RESIDENTIAL LOTS BEND 1 to 8' BIKE/HIKE TRAIL 10" 11 1/4' BEND 1- 4" PVC CONDUIT 1-- 6" PVC CONDUIT DETENTION POND "RACHEL CARSON DRIVE 2+00" , f (`BY OTHERS) 12" WATER MAIN, 12 x12" TE , I SEE SECTION SHEET 17. I� 12 GATE VALVE & 12 PLUG 104 YEAR STORM ELEV.= 628.60 „ l4� OPEN SPACE ALL PIPE JOINTS & FITTINGS a STM STR 1aa5, DI -3B, L=2D 'NATURE WS SM BE CONSiRIWO IN A WOR �'' TOP= 650.98 STM STR EC -1 REQUIRED SHALL BE RESTRAINED AND USE OF U470M NT WILL ENSURE A STABLE �+ INV. OUT=626.00 SURFACEr ThIESf MUS *ILL ALSOBE ' 10- 11 1/4' BEND a a 10' WIDE CROSSING OPEN PA E Sp W f� j� OF TME FA Yff CON BE PENNED. I 1- 6 PVC CONDUIT � � � STR 9 DI- 7A �' � J 2- 4" PVC CONDUIT SEL- LANDSCAPE PLANS FOR TOP=654, 00 1NVIN=647.55 REMAINDER OF TRAIL DESIGN INV OUT=647.35 10' PP1NG S £ & VALV �" 80' PIP fTH CAP I - 12STM STR EC -1 REQUIRED 0 INV. OUT=638.40 STM STR EC -2 REQUIRED PROPOSED WALKING TRAIL TYPICAL J_ _ INV OUT= 641.00 CG- 12�. � � .._. PROVIDE' .EC -2 INSTALL TO AVOID TREES AND CONFORM TO SLOPE. 1- 6" PVC CONDUIT 130 Q ��L�Q °�00 =r 2- 4" PVC CONDUIT Ak END CUR&$" PVC SDR- WATER MAIN ,D PUMP STATION- VD.G.I.F. .- \ °�d AIR RELEASE REFER TO PUMP STATION 101 RFCD I ,,, �+� '.NSg•5''21' ., S�� VALVE FUTURE PARKING LOT RFCpAND VD.G,I.F, PLANS 1 --FIRE H R ASSEMBL I - AS REQUIRED PER V D. G. r. F SEWER 1-8" GATE VALVE 'P=656. 00 �`3�9 �� /I �� F' �/ * EASEMENT 1-8" PLG LL LOUT=653.00 o o ...' : END CURB RFCD G4� R 2 P OIC SDR -21 3 RFCD 1 -JT< 8 IP 10"X2 TAPPING SADDLE &VALVE '�'c,°�`�o;� ., `� ,,.sr., 1-12"x8" TEE. 42' ]1'I'. I-- a s 2-12" G. V. & BOXES �;.' STR 10 III ---1 DD�� [7 }/ (j W 1. TOP=654.00 -1 Rc, STM STR 1042 Es --2a W n ! �-' 'J ca f NV.IN=6.51.25(C 11) INV. IN= 651.00 � � cJ, IN V.IN= 649.10(012) CG -12 PROV EC�-2 C3 INV OUT= 648,35 �_ f/ STR 12 01 -JB L 18' . , . STR 13 DJ -38 L=14 , , � `�,� LAJT01'=657.3a : FOP=657.30'' 1 '' 3>R N7$ 4 02 135.10 RFCbLLJ '1\0-'24"W 1 INV OU T=651.10 RFCD �, ' { 1NV.IN=65,7.30 1- 6" PVC CONDUIT OPEN SPACE i 2®� �, og �' INV.OUT= 650.10 2- 4" PVC CONDUIT SEE LANDSCAPE PLANS FOR CIS 5� C7 „ CONDUIT 1, REMAINDER OF TRAIL DESIGN �______ d a 42,, 1- 4„ PVC CONDU Old �--- ---- ` -' .Q 1- fi PVC CONDUIT PROVID WATER METER AND � � `� . �� ' "--• . r GRINDS PUMP AS SPECIFIED �� ••� .�- r��, RFCD $„ PVC SDR -21 WATER MAIN RFCD FOR R SIDENTIAL LOTS 1-- 4" PVC CONDUIT- VA+� �~� 1-8' G. V. SOX Q 1- 6" PVC CONDUIT 1 r _y-�- r� ��`�` E_�-- j ` . - y RFCD STM STR 1043 ES -4 �.�. ( �- �� -�� '•� IW.. IN=65300 �w v �, \ rn j v - REQUIRED L N 8'46'°W-20,73` Sa' UTILITY EASEMENT a. � V I STM STR EC 2 EQU 63 5 RFC4 �- J, v ` 9 I INV, OUT=649 00�- cn � O 7 4-27-•05 ADDED WATER METERS AND GRINDER PUMPS TO GUARD HOUSES FOR CON 77NUA TION SEE SHEET 3A 3--8-05 DELETE0 1044 FROM CULVERT TABLES T.A.W. RAY 5 1-19-05 Culvert Summary TAW. D.J.S. 4 1--3•-05 REVISED PER COUNTY COMMENTS TA W. RAM! Storm Inlet Summary 11-10-04 RAISED FINISH GRADE AND UTILITIES 2 FEET TA W D.JS 2 7-19--01 Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Tap Elv. Type Throat 1001 633.00 626.00 121 15 5.8 RCP 1001 633.20 633.00 643.79 DI -38 20 1002 635.80 633.20 84 15 3.1 RCP 1002 636.00 635.80 646.00 DI -38 12 1003 637.42 636.00 49 15 2.9 RCP 1003 641.20 637.42 645.501 DI -38 24 90,44 1004 642.00 641.20 35 15 2.3 RCP 1004 642.00 ES ---1 a1�� 1005 646.86 635.81 139 15 8.0 RCP 1005 646.86 650.98 DI --3B 20 50 25 0 50 f00 1006 626.00 622.00 53 15 7.6 RCP 1006 626.20 626.00 633.54 DI -36 20 1007 627.00 626.20 42 15 1,9 RCP 1007 627,20 627.00 627.20 634.16 DI -3B 20 1008 627.80 627.20 49 15 1.2 RCP 1008 628.00 627.80 631.78 01-38 18 i N 1009 638.00 628.00 79 15 12.7 RCP 1009 638.00 E5-1 0 'V ft. 635.50 627.20 117 15 7.1 RCP 1010 635.50 640.70 DI -3B 18 A� 1011 618.00 607.70 136 15 7.6 RCP 1011 618.20 618.00 622,72 DI -38 20� � •P Patton Harris Rust & A s S o c i a t e s p C 1012 618.50 618.20 49 15 0.6 RCP 1012 618.50 622.67 DI -3B 20 � 1013 607,50 593.45 182 15 7.7 RCP 1013 607.70 607.50 607.70 611.94 DI -3B 20 Z Engineers, Surveyors. Planners. Landscape Architects. 1014 607.99 607.70 35 15 0.8 RCP 1014 607,99 611.91 DI -313 20 ZRonald A. Mislowsky, Jrz 1015 593.25 582.00 61 15 18.8 RCP 1015 593.45 593.25 593.45 597.90 DI -3B 20 O CERTIFICATE NO. - 1016 593.75 593.45 35 15 0.9 RCF 1016 593.95 593,75 597.90 DI -3B 20 020674 117 East Piccadilly Street, Suite 200 1017 596.00 593.95 19 15 11.0 RCP 1017 596.00 ES --1 REGISTERED..� Winchester, Virginia 22601 1042 651.00 641.00 88 15 11.4 RCP 1042 651.00 ES -1 PROFESSIONAL 1043 653.00 649.00 105 15 3.8 RCP 1043 653.00 E5-1 ENGINEER 540.667.2139 F 540.665.0493 7 4-27-•05 ADDED WATER METERS AND GRINDER PUMPS TO GUARD HOUSES J,AK R.A.M. 6 3--8-05 DELETE0 1044 FROM CULVERT TABLES T.A.W. RAY 5 1-19-05 REVISED PER COUNTY COMMENTS TAW. D.J.S. 4 1--3•-05 REVISED PER COUNTY COMMENTS TA W. RAM! 3 11-10-04 RAISED FINISH GRADE AND UTILITIES 2 FEET TA W D.JS 2 7-19--01 REVISED PER REVIEW AGENCY COMMENTS I J.D,S RAM. 1 7-9-01 1 REVISED PER REVIEW AGENCY COMMENTS J.D.S RAM. MSC*VPTION F3Y CHK'D. REVISIONS PROJECT NO. S�.t�NANDOAH (.314210 DATE- 312101 ATE-3 2101 RACHEL CARSONRR. STA 0*00 TO 10-YL00 SHEET SITE REV LOPMENT PIAN FPFI?FP1rA' I olJN7Y V1PI'y''1N1A nr-41 : fl FOR CON UA TION SEE SHEET ' / f ' , 1 .' THE CONDOMINIUM EA WILL REQUIRE A A SEPARATE SITE PLAN APPLICATION. PARKING, i � 1 t LANDSCAPING, GRADING AND UTILITIES ARE NOT 12" 45' r.. zAPPROVED AT THIS TIME AND SHALL 8E PART sTM14 2042 1� VERTICAL SEND r LAKE � OF THAT DEVELaP PLAN. ,� 645.00 +N.w / L_f'ir1 C � f INV IN m637.52 2 /� / 1 f INV OUT STM STR EC -2 REQUIRED / / !NV OUT 649.00 H PUMP STATION 2(11 cr` I Y / 0 S gT 10+00 w / / 1 FU URE PAR ING OT FO CO DOM! IUM R! 643.50 IN IN 637,00 f ! PROVIDE TEMPORAR / / 1 TURN -AROUND. SEE \ SECTION . 17 LP SAN 20' MATER YNN -T •* \ EASEMENT ' '• ' STM STR 1043 ES -2 O.Oac ••••• ' INV. IN=65500 NO DISTURBANCE ALLOWED WITHIN / 12 PVC / CONSERVATION EASEMENT LIMITS p / VA. EC -1 RE&IRED ' D. P INV. OUI a 621.00 2-10" 4 6 DS / FRTy CJNE ! INSTALL CULVERT 2007 7C- PR10R TO GRADING ROAD Lu CO3�15�R��Tf 149' GEO WEB RETAINING WALL`"•... f ND .� 0Ar TOP OF WALL VARIES. TOP=640,00 ,r , ERS NO BASE OF WALT. VARIES. BASE=621,00 TM STR 2001 01-3C. L 14 VERTICAL SEND a NSTRr�0T10 �SEE DETAIL SHEET. RECO 647.32 c l , •�� ~- !� _0 t6 f R Cp �• � ! EC -1 R �'} INV. OUT = 63 as STM STR 2004 Di -38, 1=20 PHASE p -._. RIM -= 656.04 RIP RAP, 25 CY / �!P 12 22 1/2' mmm mom BMW` o ` $ 1 CL1 RIP RAP '-"� �„� own O AIRLf±ASEVE RFCD PHASE ONE 10" 11 1/4* BEND 7 • ' 6CO .....� GUARDRAIL OR EQUAL. ISftrl/ RFCD ,.. ._.,.- � •., , /�,' 0© _,� c;,3 .927;96' •�"---�r-•� ' C.') Q-- RFCO •• / • �I�• TE PM ORARY TURN AROUND e � ' p -• �" `REFER TO DETAIL THIS SHEET �-� • 0 -.-� p AIR RELEASE VALVE a' STR 2005 DI -513, L-20 ' •,. i , RIM RFCD U' • RIM = 654.25 1 ° ••'°'•. � �•�•,n�'y FUTURE STORM RFD �. �- PHASE 2. ••a•r'''•••.,• 10" 11 1/4' BEND C� 10" 22 1/2• VERTICAL BEND L�.1 o l/ °• j1 •Wp° G`L // O.na DI -3B, L=2a � �`�'_-___�!�,,....�� ..r. ,`�+•-��---..-.- - 12" 4:BENDSTM STM STR 2002 DI -3C, L 20 5604 - BENDS RIM = 647.32 2-10" 45' •.• RFCD 10" 11 1/4` BEND END PHASE 1 QSTM STR 2006 DI -3B, L=20 °00-'6 RI = 654.34 . STM STR 2007 ES -1 •RR 629.26 i< ftp 10" 11 1/4 BEND Q iso' P C• +67.23 .� � 2+1.15 c� EC -1 REQUIRED g STM STR 1042 ES -2 12 2 1/2' RTICAL SEND �-- 4NV. OUT = 638.00 cl:: INV, IN= 651,00 " 11 1/4' BEND / 10 2 1/2' VERTICAL BEND --- � � •' . ��" • / 10" 11 1%4' BAND ,+r • c.n • • r ' s; •• .° VALVE ° r.; AIR RELEASE Z5R `/ RFCD OR OR EC -i -1 REQUIRED FI HYDRANT A q�? 25 R. • >. O ,• � INV. OUT = 652.00 / i 4 1, ,•. �,ti RFCD 10" 11 1/4' BEND '•: •,• .. FSR Z o 11LLL uvvu nv1Lv JVUV11r1UL 1 I2"R ` RFC l TEMPORARY TURN -AROUND p 27 I;. Z1 STM ST ooS DI -3B. L=20 : 2R 10" • RIM T 72 N.T.S. 1/ '�• `21 10" 11 1/4' BEND RFCD X -X-]4 • // KING S CESDD i PROPOSED GUARD HO R45' 8 12" 22 1 l�•-SAN d, F� SAN MH 2041 LLJ STA 17+77.61 /0+01 � RIM 649.69 INV IN 638.25 (1') INV' OGT � 638.32 LuW Q �\.T H OF Ronald A. M€slowsky, Jr 0 CERTIFICATE NO. 020674 REGISTERED PROFESSIONAL ENGINEER _Pr�/ 491T4)��/v =W E 50 25 0 50 100 by Far I hx* - 50 ft. OURET PROTECTION SUMMARY culve(f SW1tlllaN Wldtb Leo Glass Q D 2001 4 4 Al 5.8 15 Culvart Inv. In Inv. But L(ft) D(In.) Sr/.) Type 2001 642.82 636.00 55 15 10.6 RCP 2002 643.32 643.02 33 15 0.9 RCP 2003 650.76 643,52 289 15 2,5 RCP 2004 651.16 6501.96 33 15 0.6 RCP 2005 649.75 638.00 49 15 24.7 RCP 2006 650.34 649.95 91 15 0.4 RCP 2007 629.26 621.00 144 15 5.7 RCP 2008 655.02 652.00 107 15 2.8 RCP �\.T H OF Ronald A. M€slowsky, Jr 0 CERTIFICATE NO. 020674 REGISTERED PROFESSIONAL ENGINEER _Pr�/ 491T4)��/v =W E 50 25 0 50 100 by Far I hx* - 50 ft. OURET PROTECTION SUMMARY St m Ir1Ie1 sunmry Wldtb Leo Glass Q D 2001 4 4 Al 5.8 15 STR Inv. In Inv. but Imr. In. Top Elv" Type Throat 2001 643.02 642.62 647.32 DI -3C 14 2002 643.52 643.32 647.32 DI -3C 20 2003 650.96 650.76 656.04 DI -38 20 2004 651.16 656.04 DI -38 20 2005 649.95 649.75 054.25 DI --38 20 2006 650.34 654.34 DI -38 20 2007 629.26 ES --1 2008 655.02 659.72 DI -36 20 �\.T H OF Ronald A. M€slowsky, Jr 0 CERTIFICATE NO. 020674 REGISTERED PROFESSIONAL ENGINEER _Pr�/ 491T4)��/v =W E 50 25 0 50 100 by Far I hx* - 50 ft. OURET PROTECTION SUMMARY Culvert Wldtb Leo Glass Q D 2001 4 4 Al 5.8 15 2005 4 4 Al 3.0 15 2007 11 25 1 9.6 15 2008 4 4 Al 2.9 15 �\.T H OF Ronald A. M€slowsky, Jr 0 CERTIFICATE NO. 020674 REGISTERED PROFESSIONAL ENGINEER _Pr�/ 491T4)��/v =W E 50 25 0 50 100 by Far I hx* - 50 ft. W t UK WIV 1 INUA 11UN 5LL *)HLL 1 41 � STM SSR 1045 DI --3C, L=14 1 / INV-OUT=563.00 EC --1 REQUIRED = STM STIR EC- INV.OUT=563.00 1 R UIRED IW.OUT=557.75 EC -1 REQUIRED ASSEMBLYtNV.OUT= 5 .2 1REFER TO SHEET �QUIRED 19 �- 18.0 � F�,. FIRE HYDRANTS CONCRETE SUPPORT DET d STM STR EC -1 REQUIRED O N72°2559"W-4.11 ' INV.OUT=555.00 x 16 .. STOP SIGN END CURB - " •° RECO 0� 4' S� STR 1048 ES o _--4IN=558.00 � `'``•.. WO RFCD STM STR 1046 DI 3C, L 18 _ `-•` OPEN SPACE `. • TOP=562.18 O 1, STM STR 1047 ES --1 i INV. IN=555.00 � a PROPOSED GAZEBO (BY OTHERS) STM STR 1049 ES -2" 1--12 xs TEE f , 1NV IN=555.25 2-12" G. V & BoxES PROPOSED WALKING TRAIL (TYPICAL) = f 1-8" G. v & BOXES RFCD ' { SIM STR 1024, 0I--38, L-20 12 911 TDP=576.53 12 F ' STM r� ` 1 TOP= 1 STM STR } 1021 1-36, L=20 RECD i TOP=576. 9 STM 11022, E5-1 B STM STR 1018,1f3I-3B, L=20 I ArmV! 590.00 : C� TOP= 576.56 JI " •�.. ;4 i 1O PVC SDR -21 FORCE 4i, '.•..i STM I�Z.1020, DI -38, L=20 TOP=56.3••,• - \ j /" ST ST, EC -I REQUIRED • �� . • IN I 0 = 5 69. 00 '•• a ; • 00 X71 / STM STR 1019, DI -38, • 1 TOP=586. 1 3 11 \\\ 2p z" - 1-12" G. V. & BOX J 'P'"�D•12" PVC SDR -21 WATER MAIN J STM STR 1017, ES -1 PROPOSED WALKING TR4IL (TYPICAL) ti f�•= `••. ��^� INV. IN-- 596.00 INSTALL TO AVOID TREES AND CONFORM TO SLOPE •,� STM STR 1016, DI -3B, L-20 l W g00 •'; ••• TOP=597.90 f \ STM STR 1015, 01-36, L=20 WETLANDS AREA TOP =597.90 l \ \ STM STR EC -1 REQUIRED INV.OUT=582.00 04' RIPRAP -- ��' ► / \ INV OUT=573.00 EC- I REQUIRED TIME WASTE WATER TREATMENT PLANT WILL REQUIRE A SEPARATE SITE PLAN APPLIGA770N• THE DESIGN 0 W.W. PART OF THAT W,7:P. OF CRAPPIE COURT SHALL DEVELOPMENT PLAN. 8" PVC SDR -21 WATER MAIN DETENTION POND "RACHEL CARSON DRIVE 19.00" \ SEE SECTION SHEET 17. 2-36" RCP WITH ES -1 ®PEN SPACE r 41 100 YR. STORM ELEV.= 559.90 \ -2--8.45'$ STM SIR 1023, DI -3B, L=20 2f IIpPiE' TOP =576.44 \ i0'X10, STM STR 1025, DI -38, L=20 ,T'`?P=591.66 RIPRAP / WETLANDS AREA / N/F ••''°''••.,• ` ti :. 6„ PVC SDR -21 FOR E MAIN VICTOR A. & JULIA A. TOLKAN '•• 93-A-77 DR -21 WATER MAIN •• \ }' '• �'' . .• o a - . - ,�:•x� ?� STM STR 1027, Dl--= 126, 01-3B, LT20 \ TOP=608.50 •• • .:,C RFcd � • _ �{ \ SIM STR 1028, D1-36, L=20 ••' ; �� `� TOP=608.60 \ \� STM STR 1029, DI -38, L=20 TDP=622.90 r \ �. .' 10,X10, OPEN SPACE _: 'j�Q;. •RIPRAP �� •, STM STR 1030, DI --36; L=20 TOP=622.90 1--FlRE HYDRANT ASSEMIaI. RECO � �� - . • • ,:: e'�r�: � � `\ Y, \ STR 1031, DI -3B, L=20 TOP= 0 N) STM STM STR 1032, 01-3B, L=20 TOP=635.24 10'x10' RFC0 ::: RIPRAP STM STR 1033, 0I-36, L=20 O �a % STM STR 1035, DI -38, L=20 •: TOP= 646.7(3 •• TDP=560.21 STM STR 1036, DI -36, L=20 TDP=658.95 .........„..........5T,h! •STR 1034, DI --3B, L=20 Tt�P=646'55..................... .. 2-12" 45' BEND STM STR 10370, DI -3B, L=20 TOP=656.95 • • t ,�► NF �c z VA. DEPT. OF GAME & INLAND FISHERIES 87-A- i 0 FUTURE PARKI Nc AREA STM STR 10370 1-1 '•• ~ '�' .: � � �'u 50 TOP=660.• y` � FOR CDMMUNITY C'ENTEI ca `Q°.: 'gip - •`''',. LAJ C 10370 1 -FIRE HYDRANT ASSEMBLY Y 2 T 1 7 , ;I 38, _ 0 G C3=6bu.95 ., . STM STR IOJ8A, DI -3C, L =20 ' f'`Kr x�! � NI E '•O � • 30' R1GNT'-0f:- 'AY S M ST 10378 D1 -3B, L= 0 1-45' BEND - 2 1/2' BEND TOPS 1-11 1/4• y FO ` 5 7 6-16-05 AODED NOTE FOR CONCRETE SUPPORT ON CULVERT 1048 T.A.W. RAM. 6 4-29-05 REVISED 12 WATER MAIN TO WWTP TO 9'r-- TAW. RAM 5 3-8-05 REMOVED CULVERT PIPE 1037E FROM CULVERT CHART TAW. RAM. fra4�H/�'S .4L� 4 i--3-05 REVISED PER COUNTY COMMENTS TAW RAM. 50 25 0 50 100 3 11-10-04 RAISED FINISH GRADE AND UTILITIES 2 FEET TA.W, D.JS 2 7--19-01 REVISED PER REVIEW AGENCY COMMENTS J.D.S. RAS 1 7-9-01 REVISED PER REVIEW AGENCY COMMENTS I JO.S. I RAIL! 101\_1 H op 1 kxh _ 50 A REV>SK)NS Patton Harms bust & Associates,pc ro,lccTr. Engineers. Surveyors. Planners. Landscape Architects. SH�1V�4,1'iTDOAH [:> 3f4210 �0 -FRonatd A. Mislowsky, Jrz 1101 ® CERTIFICATE NO3. ! �'HEL C"30.N .DR STA 9f CSD' TO 30* 00 SHEET - 4�ET 0 020674 117 East Piccadilly Street, Suite 200 [�T?►�a T]L��TL�T l��I ]1 f q ]1T REGISTERED .+ Winchester, Virginia 22601 ,Jl.l �r .D Y.GLO.f�1+ E Pr.�14' PROFESSIONAL T 540.667.2139 ENGINEER F 540.665.0493 FREDERICK COUNTY VIRGINIA OF �1 DETENTION POND "RACHEL SLOE SECTION SHEET 17. CARSON DRIVE 9+00" o z \i, • 100 YEAR STORM ELEV = 585.29 '� �• ,�• 1-< �•\ 1 Culvert Summary Storm Inlet Summary r \ Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No.lnv. In Inv. Out Inv, In. Top Elv. Type Throat 1015 593.25 582.00 61 15 18.8 RCP 1015 593.45 593.25 597.90 01-313 20 1016 593.75 593.45 35 15 0.9 RCP 1016 593.95 593.75 597,90 DI --38 20 1017 596.00 593.95 19 15 11.0 RCP 1017 596.00 ES -1 \. 1018 572.15 569.00 72 15 4.4 RCP 1018 572.35 572.15 572.35 576.56 01-38 20 1019 582.00 572.35 125 15 7.7 RCP 1019 582.20 582.00 586.13 131-3113 20 1020 582.81 582.20 37 15 1.6 RCP 1020 582.81 586.93 01-313 20 1021 572.57 572.35 35 15 0.6 RCP 1021 572.77 572.57 576.69 DI -39 20 1022 590.00 572.77 54 15 32.0 RCI' 1022 590.00 E5-1 *� 1023 571.15 563.00 103 15 7.9 RCP 1023 571.35 571.15 571.35 576.44 DI -313 20 1024 571.65 571.35 35 15 0.9 RCP 1024 571.65 576.53 DI -313 20 1025 587.50 571.35 195 15 8.3 RCP 1025 587.70 587.50 587.70 591.86 DI -3113 20 1026 587.85 587.70 35 15 0.4 RCP 1026 567.85 591.97 DI --313 20 1027 603.80 587.70 210 15 7.7 RCP 1027 604.00 603.80 604.030 608.50 DI -313 20 •`, 1028 604,30 604.00 35 15 0.9 RCP 1028 604.30 608.+60 DI -313 20 1029 618.00 604.00 182 15 7.7 RCP 1029 618.20 618.00 618.20 622.91 DI -35 20 1030 618.50 618.20 35 15 0.9 RCP 1030 618.50 622.90 DI -313 20 1031 630.45 618.20 154 15 8.0 RCP 1031 630.65 630.45 630.65 635.20 DI -36 20 1032 630.95 630.65 35 15 0.9 RCP 1032 630.95 635.24 DI -313 20 1033 642.00 630.65 145 15 7.8 RCP 1033 642.20 642.00 646.70 DI -38 20 1034 642.50 642.2.0 35 15 0.9 RCP 1034 642.50 646.85 D1-38 20 1035 646.95 642.90 40 18 10.3 RCP 1035 647.15 646.95 660.21 DI -38 20 1036 651.00 647.15 56 18 6.9 RCP 1036 651.20 651.00 651.20 658.95 DI -36 20 1037A 652.10 651.20 51 18 1.8 RCP 1037A 652.35 652.10 652.35 656.95 131-313 20 10378 659.03 652.35 113 15 5.9 RCP 1037B 659.03 662.95 DI -313 20 1037C 652.83 652.35 27 15 1.8 RCP 1037C 653.03 652.83 656.95 DI -36 20 10370 656.38 653.03 61 15 5.5 RCP 1037D 656.38 660.50 DI --1 1038A 663.50 651.20 105 15 11.8 RCP 1038A 663.50 669.50 DI -3C 20 10388 666.00 663.70 112 15 2.1 RCP 10385 666.20 666.00 +671.50 DI -1 10380 668.38 666.20 195 15 1.1 RCF' 1038C 668.38 672.50 DI -3C 20 1045 554.30 554.20 13 18 0.8 RCP 1045 554.50 554.30 562.18 DI -3C 14 1046 554.85 554.50 35 18 1.0 RCP 1046 554.85 554.85 562.18 DI -3C 18 1047 555.00 554.85 23 15 0.7 RCP 1.047 555.00 ES -1 1048 558.00 557.75 48 36 0.5 RCP 1048 558.00 ES -1 1049 555.25 555.00 91 36 0.3 RCP 1049 555.25 ES -1 TIME WASTE WATER TREATMENT PLANT WILL REQUIRE A SEPARATE SITE PLAN APPLIGA770N• THE DESIGN 0 W.W. PART OF THAT W,7:P. OF CRAPPIE COURT SHALL DEVELOPMENT PLAN. 8" PVC SDR -21 WATER MAIN DETENTION POND "RACHEL CARSON DRIVE 19.00" \ SEE SECTION SHEET 17. 2-36" RCP WITH ES -1 ®PEN SPACE r 41 100 YR. STORM ELEV.= 559.90 \ -2--8.45'$ STM SIR 1023, DI -3B, L=20 2f IIpPiE' TOP =576.44 \ i0'X10, STM STR 1025, DI -38, L=20 ,T'`?P=591.66 RIPRAP / WETLANDS AREA / N/F ••''°''••.,• ` ti :. 6„ PVC SDR -21 FOR E MAIN VICTOR A. & JULIA A. TOLKAN '•• 93-A-77 DR -21 WATER MAIN •• \ }' '• �'' . .• o a - . - ,�:•x� ?� STM STR 1027, Dl--= 126, 01-3B, LT20 \ TOP=608.50 •• • .:,C RFcd � • _ �{ \ SIM STR 1028, D1-36, L=20 ••' ; �� `� TOP=608.60 \ \� STM STR 1029, DI -38, L=20 TDP=622.90 r \ �. .' 10,X10, OPEN SPACE _: 'j�Q;. •RIPRAP �� •, STM STR 1030, DI --36; L=20 TOP=622.90 1--FlRE HYDRANT ASSEMIaI. RECO � �� - . • • ,:: e'�r�: � � `\ Y, \ STR 1031, DI -3B, L=20 TOP= 0 N) STM STM STR 1032, 01-3B, L=20 TOP=635.24 10'x10' RFC0 ::: RIPRAP STM STR 1033, 0I-36, L=20 O �a % STM STR 1035, DI -38, L=20 •: TOP= 646.7(3 •• TDP=560.21 STM STR 1036, DI -36, L=20 TDP=658.95 .........„..........5T,h! •STR 1034, DI --3B, L=20 Tt�P=646'55..................... .. 2-12" 45' BEND STM STR 10370, DI -3B, L=20 TOP=656.95 • • t ,�► NF �c z VA. DEPT. OF GAME & INLAND FISHERIES 87-A- i 0 FUTURE PARKI Nc AREA STM STR 10370 1-1 '•• ~ '�' .: � � �'u 50 TOP=660.• y` � FOR CDMMUNITY C'ENTEI ca `Q°.: 'gip - •`''',. LAJ C 10370 1 -FIRE HYDRANT ASSEMBLY Y 2 T 1 7 , ;I 38, _ 0 G C3=6bu.95 ., . STM STR IOJ8A, DI -3C, L =20 ' f'`Kr x�! � NI E '•O � • 30' R1GNT'-0f:- 'AY S M ST 10378 D1 -3B, L= 0 1-45' BEND - 2 1/2' BEND TOPS 1-11 1/4• y FO ` 5 7 6-16-05 AODED NOTE FOR CONCRETE SUPPORT ON CULVERT 1048 T.A.W. RAM. 6 4-29-05 REVISED 12 WATER MAIN TO WWTP TO 9'r-- TAW. RAM 5 3-8-05 REMOVED CULVERT PIPE 1037E FROM CULVERT CHART TAW. RAM. fra4�H/�'S .4L� 4 i--3-05 REVISED PER COUNTY COMMENTS TAW RAM. 50 25 0 50 100 3 11-10-04 RAISED FINISH GRADE AND UTILITIES 2 FEET TA.W, D.JS 2 7--19-01 REVISED PER REVIEW AGENCY COMMENTS J.D.S. RAS 1 7-9-01 REVISED PER REVIEW AGENCY COMMENTS I JO.S. I RAIL! 101\_1 H op 1 kxh _ 50 A REV>SK)NS Patton Harms bust & Associates,pc ro,lccTr. Engineers. Surveyors. Planners. Landscape Architects. SH�1V�4,1'iTDOAH [:> 3f4210 �0 -FRonatd A. Mislowsky, Jrz 1101 ® CERTIFICATE NO3. ! �'HEL C"30.N .DR STA 9f CSD' TO 30* 00 SHEET - 4�ET 0 020674 117 East Piccadilly Street, Suite 200 [�T?►�a T]L��TL�T l��I ]1 f q ]1T REGISTERED .+ Winchester, Virginia 22601 ,Jl.l �r .D Y.GLO.f�1+ E Pr.�14' PROFESSIONAL T 540.667.2139 ENGINEER F 540.665.0493 FREDERICK COUNTY VIRGINIA OF �1 It ni fi u d M Ln L.f] 0 .-i rn D G7 �n Ln c,t s t*1 cy UU SAN DROP MH 1005"' STM STR 1110, DI -3B, L = 18i U Q SIA � 12�-05.14 12+84.17 STM STR 1122 D! -3B, t= _ TOP=688.29 RIM = 672.47 TOP=666.42 STM STR 1114 DI -3B, L=217 DETENTION POND INV IN = 560.48 STM STR I111, 01-38, L = 20 TOP=684,32 INV IN = 656.24 m o o � a -moi. TOP=691.61 SAPSUCKER STA. 9+00 INV OUT = 655.80 OPEN SPACE wo YR. FL000 ELEv= .8 STM STR 1113, DI -3B, L=20 STM STR 1 125 DI 3B, L= n TOP=677.74TOP=672, 40 SAN MH 1003 1-.8,X8„ TEE STA = 9+00 3-8GATE VALVA �, s I 7662.20 . SAA M 1001 INV IN INV OUT = 6 2.00 STM STR 1 115 DI -DI -3B, L=18 RIM = 692.09 "�� TDP=672.10 1P / INV OUT = 684.50 FIRE HYDRANT As,J ` INV IN FORCE MAIN= 685. 17 SAN MH 1002 STM STR EC -1 REQUIRED %f,, STA _ 5 kOO S `t n"� '� RIM O 6.43 ' INV. OUT=666.00 ASSEMBLY INV IN 676.81 --- INV OU = 678.61 N s� z L2 1-4' 11 1/4' BEND �k 1 5. D STM STR EC ---1 REQUIRED �. R 2 �` STM S Q Z h, _ INv, OUT =664.00 Sip INV DU, N CLEANOUT 92 0 � 8" ,y � � �; nr� 0 � e C J USAN. SEiS'LR Fi�ENT �-� h SEW R o '�� e��}� '.�� RItnSE W r U `' STM STR 110 DI -3C, L=B VALVE, \1\GAT vALv6� 4c� * C7IO OF�"yEMAIr -�- v�. _-R 0, TOP=669.91 p �k 12" �I E STM STR 9'109, I -3B, L = 16 �- 6 '� SEM `�� SAN SEWER EASEMENT --- 2 °� w Q Y /f 12" U O M T0P=688.3 Y `'I6p9" 4` )b\OX, � � 4 PVC SDR 21 � , OP FORCE A1,411N ( ` - ? .a� .l - Q x 31�D c� STOP c>= ct , `�jX STM STR 11 12, DI 3B, L=18 j n z 6' PLUG ti jp _ STM STR 1 108 DI --38, L=2 v I� . 9- +C4 0 !r SIGN Y U L,, �, E, �i ©c' TOP -69161 630h o 2 a o 1 % TOP=684.3 ('1707- 20' � y� VS SECTION OF � \�� >7 � � � -� � - 6 PIPE �� ,! -�� - Q0 1-6 G.V. `` --- -~- - - q STM S 11 17,01-3C, L 6 q o o a END C 1C7MN � �� TOP=67 .64 Z �' S�CTIf�N 1 TOP 682.°O 1102 D1 -1 (�►,� cn wvs . OPEN 2--4 45 BENDS � STM STR 1107, 1-3B, L = 20 STM STR 1106, 1-3C, L=12 4- - STA. 69+93.01 -RACHEL CARSON DR.- \ OPEN SPACE TOP=677.79 TOP=6x69.91 AIR RELEASE `' SPACE `� VALVE STM STR 11 -1 0 STA. 0+00 -SAPSUCKER UNE -- (� {�, 1 �-+- STM STR 1 1 1 DI -1 t� "�� t�j� TOP=663.00 STM TR 1091, DI 3C, L=10 � I -12';x8" TEE `� �` 2� Cil TOP=67�4.00 STM STR 111160-38, L=12 TOP= 8.02 AC 70 2-12 GATE VALVES Qt/�ri1 TDP=671.8 �- 1-8" GATE VALVECD �7hENT _ __ _-- ,� �s 4 SAN H 1006 --- ___ _ 61100 C 99 F'04 STA 1+25.02 -- "� STM STR 080,01-38, L-20 rr' e C1 1011 `f 1 �' TM STR 109 DI -38, L=10 CL 0 TOP=&86.4 RIM 687.10 ` , (D INV 0 3 = 679.90 � SAN M 1007 -� OP=670.19 0 ._ STM STR 10 DI --1 4 � �� w c� AIR RELEASE ��, STM ST 1077, ES--- I STA 3+00 TOP=664.001' " 5�E -� - w• L fiscCj, INV.lN 683.00 RIM 691.59 Q CNI STM STR 10 8,DI-3B, L=18 " ORS „ �, tls Q VALVE +� INV I = 679.05 �pVj U TOP=687.64 STM STR I I 0 DI- I Q INV UT = 678.85 ._ ail ._ I TDP=667.50 STM STR 1103, DI- 3B, L=20 �, - STOP ;q� { "} a, rn M QJ'►� +�,, AN MH 1008 TOP 674 00 �^ r SIGN ! + 'j U) 12" 45' BEND ��F Q '--7 1 ` 5 0f '~) TA = 7+00 f�'LT 1 °N�, err -0 �' ti ui oX ti� ti-- - � '�3 RIM = 679.00 � 44 � � i-- "STM STR 1104, Di -3B, L 20 ---1 INV IN = 669.8 STM TR 1093, D1 3C, L 8 G aQ k0� / ° U) 0) v A TOP=671.17 a 2 s M 0 O 6 P / _ fl - -- _ , TDP=681. 5 INV OUT = 669.67 06 w 6 -- b - r S� 1076, DI -JC, L-12 8. py .., ui to La SIG .� SpR 21 PROP. S" _�TiL1 STR 1090, DI -3C, t=10 UL 1` TOP=685.3£3` - a' - N £Nr ER ASEME --- ��'` TOP=667.92 rn c ^, STM STR 1075, D 3 L=20 -� . TOP= 685, 38 8, WQ °0 2 C2 SAS �_---- �-- � STM STR 1078, I7! -3B, L=20 , �'� '' ,1/- T �-- -� g+Op ti o ° OC rL TOP=6786.45 G� ,��a . .a ©� STM STR C- I REQUIRED Ali a_ f7+I1 - C10� � INV.OUT=6 6.00 SAN DROP MH 1009 �j ti c, v �(� - STA 10+25.08/I0+4 �- �, --�- STM STR 1079, -1 �+�� ---- _� - 1 'x8" CROSS "� RIM 67I.0o L INV.IN-681.25 "V �- --- - - -- � � 4- " GATE VALVES �j � = 649.04 :� n 11 INV IN = 654,50 STA. 66+88.15 RACHEL CAR N DR.- AIR RELEASE STM TR 1094, Dl -3 L = 16! INV IN 659.50; N E STA 0+00 -GREBE DRNE RECD VALVE TOP 671,14+ INV OU = 648.84 a1 1-12"x8" TEE v ST STR 1074, E - I � '� 'V ++ OAK RIDGE PROPERTIES, INC. 2-12" GATE VALVES IN - 5.00 {�'JJ WD ' rQ STM STR 10 5, DI -3B, L-2 'J, 86-A-2%,3(� \1-8 GATE VALVE FCD STM STR 1097, D1 -3B, L 20 TOP=674.01 � STM STR 1087, DI -3B, L=18 ' a. i R TOP=687.5 TOP=666,25 ' UNITS DEVELOPED UNDER THE SMALL LOT ATTACKED OPTION (165-65.F.1(G)) STM ST 1072, DI -3C, L=8 \` AND PROVIDE 20' SEPARATION TO THE ATTACHED ADJOINING UNIT. TOP=682 - \ � STM STR 1 88, DI -3B, 1.v1 m ate, Re9uredsell tat type 1m � � = >�D= �� `� � STM STR 1073, DISC, L=8 STM STR 096, D1RFCD -3B, L=2 TOP=666. 1L5dtl� [SQ. Ft.) Frrnt Side' Rear RkhA (Sq ft) Fnaat 8i]a° I 32 Single Fam?y 70 7757 20 5/15 t5 82 Single Fomiy 60 6687 20 5 15 t TOP=682.33 TOP=681.55 33 Single Fam1y 68 6613 20 5(75 15 83 5ngie family 60 6127 20 5 15 �� 9T �` 22 112 BEND 34 Single fw0y, 66 6016 20 5/15 15 84 Single Family 60 film 20 5 15 15 Sngk Family' 55 5889 20 5/15 15 85 5* Famiy 50 5$10 20 5 15 A , a 1-8" I 1 1/4� BEND 36 Single Fo,sxly 40 4420 20 5J15 t5 86 Single Fomiy 60 6727 20 5 15 BEND a i 37 Single faavly 50 5,525 20 5/15 i'5 87 5aglc Family 60 5587 29 5 IS Q 1 - 1 1 /4� BEND 3 Q O 38 Single Family' 40 4485 20 5/15 15 s8 5rgk homily 72 8193 29 5 I5 ED S442 20 5 5 \ _ }3� w 40 Single Fornty 40 M Single fony 50 4514 20 54 20 %15 15 90 €arriy 65 7871 29 5 Is 41 Single Forn'ryr 50 5640 20 5/15 15 9t Srtge Family 65 7898 29 5 15� l T- 40 42 Single FamOy 40 4517 20 5/15 15 92 Sxjc Family 55 7512 29 5 15 ,� '` I Q Lj 0 Z 43 Single fam>•y 50 5515 20 15/15 15 93 Single Family 65 7853 20 5 15 ��'` '� \\\ 1- I J w 44 Single F -,Y 45 5781 20 5/15 15 94 %* Family 65 7764 20 5 15 45 Smgk Farniy 50 6446 20 5/15 15 95 S* Famiy 65 76M 20 5 15 �r \,� STM STR EJC- I REQUIR D 46 Single Fom?y' 40 4922 20 5/15 15 96 5rgle Family 65 7403 20 5 15 4� '� 4� O Ef V S SPACE l 47 Single Fmn1y' 50 6452 20 5 15 15 97 Si* Fom 65 7'260 23 5 15 G� INV. IN= .80 48 Single Famly' 40 4922 20 5/15 15 96 Single Firdyy 68 7401 29 5 15 SAN MH 1010 49 Single Family+ 52 6260 20 5/15 15 99 Single Family 69 7572 20 5 15 t STA = 1+50boo t 5 so Single Fem1y' 42 5a% 20 V15 15 100 Single Family 69 7'x02 29 5 15 Y i' ` RIM = 682.41 r / b 51 'Single FwW 53 6390 20 V15 15 101 Satgle Family 69 8394 29 5 15 �[� 52 Single Fom1Fy' 42 5150 20 5/15 15 102 Single Family 90 E0142 20 5 15 �� \ �fi� INV OUT = 675.00 AIR b ' // �F [� q 53 Si* Family' 51 6395 20 V15 35 103 Sine Family lot :0957 20 5 15 OX \ Z) 54 Single Form` 51 5606 20 5/15 t5 104 %* Family 93 10516 20 5 IS STM STR EC- 1 RE HIRED' VALVE REL SE � It A, `� 55 S* FamV 40 4400 20 5/15 15 105 %* Fmily 68 8645 29 5 15 1 .. AIR RELEASE �' n k x 56 Single PoniiI, 50 5500 20 5/15 15 106 Satgte Family 68 8645 20 5 15 INV.OUT=670.70 VALVE 57 Single Fom}y 40 44M 2a 5/15 t5 101 5rgie Family lib 8645 20 5 15 �1�� / 58 Single Family 77 10270 20 5 15 108 Smgle Family 65 7478 20 5 IS r STM STR 1071, DI -3C, L= 10 � w _„ter SL�r R 59 Single Family 55 7&71 20 5 15 104 Single family 65 737+ 20 5 15 15 SETBAC \ - MT, ��. 60 Si* (army 60 8156 20 5 15 110 5gk Family 65 7377 20 5 15 \ TOP=679. 78 aa^, 8" Pvc ISIDR 2 WATER MAIN - - Y` $ 61 Singe family 55 7385 20 5 15 1.11 Single Family 65 7377 29 5 15 \ - - - - - - - ~ ~ - � J 91 62 S* €am4y 55 7340 20 5 15 112 5rr}e Family 65 ?287 20 5 15 � e e r Q��' cs� Q4 J 63 S;* FarT4y 55 7274 20 5 t5 113 Si* Fomiy 65 7163 20 - l5 , Q S ` ✓ _ _ (V �� p (t� 64 Sin* family 55 7398 20 5 15 114 Si* Family 60 7399 29 s 15 5 SETBACK 3+00 ^ T 4.+ r L �a �� 65 Srgc family 60 8129 20 5 15 115 Si* Family 70 7561 20 5 15 \ * 13 7 1 $ 66 Single family 55 7290 20 5 15 116 Single Fam4y 70 7551 20 5 P5�t�' ° C1 8 Y �� 67 Sage fom4y 55 7163 20 5 15 117 Single family 76 8146 20 5 15 �n ry��tI VV7� EY P 68 Single Family 55 6985 20 5 t5 118 Single Famly 60 6317 20 5 2 ON ALL LOTS: 69 SSrge Far* 55 6985 20 5 15 119 a* Fancy 60 6337 20 5 115 THE SEWER LAIM SHA(L Y p 70 Srg1e Fwzy 55 6'485 20 5 15 120 %ogle family 60 5337 211 5 IS RE SET TO E RIGHT °F $ - li Single fomly 61 7322 2l1 5 l5 121 Single family 60 6337 20 5 t5 �: L� S ER ET1SE ENT _ _ /,+1 72 Single Family 91 13968 20 5 15 122 Si* Fomly 60 6337 28 5 15 WATER METER AS SHOWN. �-^�- - � I L L�11 � `-IAfSTf��t \ � �3 5nje Fam3y 55 8596 29 5 IS 123 5g1e Fomi� 60 U7 20 5 15 5568 20 5 15 IiIEI ER SERVICE �ll"E SIIIiLL RE y� f �'Yfi CULVERTS BEFORE , -"4 74 ��•••••• 4 Single only 55 7836 20 5 15 124 Sage omly 55 4: + l p, GRADING ROAD 't+i 75 Singe Famly 55 7{185 20 5 15 125 Singe Family 55 6568 20 5 15 PLACED HOER THE DRAEWAY leo Q, u!� 76 Singe Family 55 6384 20 5 0 126 Si* Famiy 55 6161 29 5 15 P 77 5 Fa 55 6215 20 5 t5 72l 5 Fom 55 6802 20 5 15 s j 78 5n*gie Farm* 55 6215 20 5 15 141 5rc�,ic Fam3 � 43 4836 20 5/15 15 �� SIG � �� , - , 79 5* Family 55 6215 20 5 15 142 Singh Family+ 48 5534 20 5/15 15 �* ( � 80 5ngle Fam4y 58 6428 20 5 35 143 Single Femlyt f8 5548 20 5/15 81 si*e famly 60 6670 20 5 15 444 Single Family' 59 6618 20 5/15 IS - - - -�--~ \ g� v1 J 1 -8 22 2- BEND Culvert Summary Storm Inlet Summary f! Culvert Inv- In fnv. Out L(ft) 0(in.) S(%) Type Sir. No. Inv. In Inv. Out Inv. In. Top Ov. Type 7h ant „ t" ��7//�� C U71 I/ 1-12 x8' EE 4�. 1081 557.60 634.04 89 18 26.7 RCP 1081 657.85 657.60 667.80 663,74 DI -3C D P714JrVSEO A� IVIili.Jll r�Clil " �i� �] 2-12 GA VALVES _---- o 1082 563.88 657.85 170 15 3.5 RCP 1082 664.08 663.88 664.48 668.17 DI -38 0 „ l -8" I 1 1/4� E3END � 1083 673.07 664.08 195 15 4.6 RCP 1083 673.45 673.07 676.99 D1 -3B 0 �y/ p� 1-8" GATE VALVE p - AZ ; 1084 674.70 673.45 48 15 2.6 RCP 1084 674.70 678.82 01-38 0 $ INa 4iU1[fl, � STM STR 1081 DI -3C, L=10 1085 665.72 664.08 51 t5 3.2 RCP 1085 565.72 574.09 D4-38 0 STM STR 1082, DI -3B, L - 20 TOP=6611.74 1086 658.35 fi57.8fl ?.7 18 2.4 RCP 1086 658.60 558.35 658.:5 663.74 DI -3C rr TOP= 668.17 1087 661.50 658.60 111 15 2.6 RCP 1087 661.70 661.50 666.22 Dt-38 TYPICAL LOT DETAIL 1088 661.88 651.70 27 15 0.7 RCP 1(#88 661.88 666.25 D1 -3B 6 STA 1+69.97-RACH CARSON DR.= r� STM STR 1086 DI -3C, L=6 1089 659.00 658.55 17 t8 2.6 RCP 1089 659.00 ES -I -�� +00 -OSPREY LANE \ �t STM STR 1085, DI -3g, L 2n Q,1 �1 �4 p 1090 652.95 651.90 57 24 1.8 RCP 1090 653.15 652.95 667.92 DI -3C 8 \\\ �J TOP=676.74 �' 1091 553.64 653.15 27 24 1.8 RCP 1091 653.84 653.64 668.02 DI -3C 10 STM STR 1070, DI -3B, -20 � STM STR 1483, DI -JB, L=2 TOP=670.09 LZ 1092 555.80 653:84 133 24 i.5 RCP 1092 664.30 655.80 656.40 670,19 0l -3B 10 9 TOP=676.9 TOP -675.74 `, x SAN MH 1011 1093 665,25 664.30 85 18 1.1 RCP 1043 665.45 665.25 671.17 01-3C 8 !q STA J+nn 1094 665.75 ^665.45 27 18 I.I RCP 1094 666.00 665.75 671.14 01-38 t6 STM STR 1484, DI -3B,, L=20 ` 1095 668.25 666.00 171 15 1.3 RCP 1095 668.45 668.25 668.45 673.95 DI -30 20�� TOP=678.82 RIM .= 672,00 - 1096 676.75 668.45 210 15 4.0 RCP 1096 676.95 676.75 676.95 681.55 f11-3$ 20�a 1097 682.75 676.95 168 15 3.5 RCP 1097 682.95 682.75 687.55 01-3B 20 STM STR 106'9, DI -3B, L=2c0 INV IN = 664'00 -'� �j.`� 1098 583.13 682.95 27 15 0.7 RCP 1096 683.13 687.60 01-39 18 TOP=676, 74 INV OUT = 663.80 �_�_ �- - ^ �� p!..�i Z 1099 658.52 656.81 116 18 1.5 RCP 1Q99 658.77 658.52 664.00 DI -I 1100 fi53.38 65$.77 207 15 2.2 RCP 1100 663.58 663.38 667.50 01-1 654 f �- j_�`t I 1101 669.88 663.58 247 15 3.0 RCP 1101 67{3.08 669.88 674.00 DI -1 \ \ ^rQ1I� 9 STM STR EC -•1 REQUIRED �� SPACE r -1� �- - �r `�j < 1102 678.08 670.08 210 15 3.8 RCP 1 102 678.08 682.00 DI -1 �� 1N1%DUT=657.010 , 1 103 668.50 658.45 27 15 0.2 RCP 1 103 668.50 674.01 DI -38 20 Culvert Summa n 1104 677.13 676.95 27 15 0.7 RCP N Storm /� f -SrJ 1104 677.13 fi81.52 01--38 20 ` &I � L)��%_` � �CALE� 1105 665.10 664.00 56 18 2.0 RCP 4105 665.30 665.10 669.91 0I -3G 8 Culvert Inv. In Inv. Out L(yt) 0((n.) S(%) Type Str, No. Inv. In Inv, Out Inv. In. Tap Eiv. Type Throat 6O 1106 665.73 665.30 27 18 1.6 RCP 1106 666.30 665.73 669.91 0I -3C 12 �� 4f�R4P11% '.�'1�W,F --- 1107 672.50 666.30 239 18 2.6 RCP 1 107 672.75 672.50 677.. 75 677.71 DI -38 20 1069 670.00 664.80 163 15 3.2 RCP 1069 570.24 57�Q1�.I:��I�,�R 5.74 01-38 20 p (� � f WETLANDS 7108 679.80 672.75 185 15 3.8 RCP 1108 680.00 679.80 680.00 684.32 D1-343 20 1070 670.50 670.20 35 15 0.9 RCP 1070 70 6 4 DI -3B 20 dx �J �r DRAWN BY= / D. S. ve- 1109 683.80 680.00 210 15 t.8 RCP 1109 684.00 683.80 688.39 01--38 16 1074 675.41 670.20 84 15 6.2 RCP 1071 VZA700 77V1SNI 679. O C 10 �� ' 50 -95 0 ,Jr© 10® 7 1110 684.17 684.00 27 15 0.6 RCP 1110 684.70 684.17 688.2.9 DI -38 18 1072 672,50 670.70 93 18 1.9 RCP 1072 672.70 672.50 672,70 682,3 01-3 8 [1 dVddld PROJECT NO. 1✓ 1421© 1111 687.00 684.70 177 15 1,3 RCP 1111 687.20 687.00 691.59 01-3B 20 1073 673.75 672.70 35 18 3.0 RCP 1073 673.95 673.75 682.34 ill-�3C 8 M2 1 12 687.49 687.20 27 15 1.l RCP ;112 687.49 691.b1 D1-38 18 4074 675,00 673.95 60 18 t.7 RCP 1074 675.00 E$-1 ! -�-�"' 0.t 1 1 13 673.00 672.75 27 15 0.9 RCP C 1 066 � DAA 3_ 1 -0 1 677.74 OI -3$ 20 1475 680.$0 676.00 35 !S 13.8 3TCP E075 681.00 880.80 685.38. -38 20 � V �� FEET) 1114 684.20 68fl.Od 27 15 17.7 RCP 1114 680.20 684.32 DI -3B 20 1076 681.26 681.00 27 15 1.0 RCP 1076 681.70 681.26 685.38 DI C 12 t 1115 666.50 665.00 48 15 1.0 RCP 1115 666.70 666.50 666.70 672.10 01-38 18 1077 683.00 681.70 12 15 41.1 RCP 1077 683.04 ES-- �� I h7ch T 50 R. 1115 6fi72fi 666.70 48 15 1,2 RCP 1116 667.26 671.38 01-38 12 1078 680.50 672.70 160 15 4.9 RCP 1078 680.70 680.50 680.70 686.45 01-3B 1117 667.13 666.70 66 15 0.7 RCP 1117 667.13 672,64 DI -3C 6 1079 681.25 680.70 20 15 2.7 RCP 1079 681.25 ES -1 FOR CONTINUATION SEE SHEET 6 SHEET 7 of 41 1118 656.31 656.00 56 24 0,6 RCP 1118 656.31 663,00 01-1 1080 682.50 680.70 35 15 5.2 RCP 1080 682.50 686.45 01-38 20 DETENTION POND -, /' _ � Culvert summary Storrs Inlet Summary EC -1 REQUIRED � � � � � �; BVNRNG STA 11+00 ` Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Outlnv. In. Top Elv. Type Throat -d Q d (J ( INV OUT 030.00 1119 653.75 651.00 45 18 6.1 RCP 1119 654.00 653.75 654.00 659.59 DI -3C 8 °[ � 0 CS a~ "� 1� Tom" T03g � 14 � 1120 656.00 654.00 66 15 3.0 RCP 1120 656.20 656.00 660.69 CJI --38 20 1121 656.75 656.20 27 15 2.1 RCP 1121 656.95 656.75 656.95 660.78 DI -3C 6 � q o (6 � �� 4 1 1122 661.90 656.95 145 15 3.4 RCP 1122 662.10 661.90 666.42 DI -38 20 � � � LAKE P'jcK Q "`��/ rf C 1123 662.29 662.10 27 15 0.7 RCP 1123 662.49 662.29 666.41 DI -36 20 [7p FIRE HYDRANT 1124 667.90 662.49 158 15 3.4 RCP 1124 668.10 667.90 672.39 DI -3B 14 FREDE L��" ASSEMBLY 1125 668.28 668.10 27 15 0.7 RCP 1125 668.28 672.40 Dl --313 14 ��Q• 1126 658.33 656.95 149 15 0.9 RCP 1126 658.33 662.33 DI -3C 6 1127 655.00 654.00 27 15 3.7 RCP 1127 655.20 655.00 659.59 DI -3C 6 1128 655.88 655.20 80 15 0.8 RCP 1128 656.08 655.88 660.00 DI --1 114 1 129 661.50 656.08 89 15 6.1 RCP 1129 661.70 661..50 665.66 DI -3B 20 4 ` 1130 663.54 661.70 64 15 2.9 RCP 1130 663.54 667.66 DI -3B 20 STM TR 1 126 DI -3C, L=6 Kofi \ 1131 643.50 641.00 76 15 3.3 RCP 1131 643.70 643.50 643.70 652.04 DI -3C 6 TOP= 62.33 C� r.� �aP 9132 650.08 643.70 112 15 5.7 RCP 1132 650.08 654.20 DI -38 20 �'``%N 1133 644.25 643.70 147 15 0.4 RCP 1133 644.25 646.75 D1--38 20 8" 45' END EC -1 REQUIRED \� fi'O 1134 656.50 654.00 43 15 5.8 RCP 1134 656.70 656.50 661.13 1]I -3B 16 �4 INV OUT= IRED ,%� ' ly 1135 657.00 656.70 27 15 1.1 RCP 1135 657.00 661.05 DI -38 20 ��' ATF 1136 660.00 651.77 107 15 7.7 RCP 1136 660.20 660.00 664.17 DI --3C 10 USH rr P G<P�A<R11Nt \ 1137 660.25 660.20 27 15 0.2 RCP 1137 660.25 664.17 DI --3C 12 f r,,�� ! STM STR 1135 DI -3B, -20 4TH ,'�„ 114.8 656.10 655.70 40 15 1.0 RCP 1138 656.30 656.10 663.33 DI -3C 8 OD CONIriEC�7Q1Y / �� f o TOP=661.05 eU, /r'�- 1139 56.45 656.30 27 15 0.6 RCP 1 139 656.65 656.45 663.33 DI -3C 106 X FIRE HYD STM STR 1134 D! -3B, L=16 �� e `® 1140 65 . 65+3.65 18 15 1.3 RCP 1140 656.88 661.00 DI -1 ASSEMB TQP -661.13 4 G. G.P. DETENTION POND BUNTING STA 10+00 c�,0N -� z - �" 44 0, STM STR 1132 D! -3B L=2a / \ EC 1 REQUIRED ,� .� 100 YR. STORK EtEV=6c�31 �F©`` , \ INV. OUT= 625.00 �/' TP=654.20 ►� w + s-2" 1-8 x8" TEE �"''� iL Q C� Q � BANDS GATE VALVES '�' '"�, \ a� ca 7- J-8" 'R- wwww STM STR 1 12 DI-- L=6 G P STM STR EC -1 REQUIRED ' a \ ��2 IMI OUT - 651.00 '0y ''� QJ TOP=660.78 ,� .� � � � p; OPEN SPACE rp�' �� "`� a � 4 Q �, Q,-� r STM STR 1119 I -3C, L= �f� � �' � "i' `o i' "i �' ,V-> N N80;34 3S TOP=659.59``` ,! ®� �. «, t SAN MH 1004 40.00 j P. \. STA = 16+00, STM TR 1127 DI -3C, L=6 G p �' so DETENTION STRUCTURE RIM = 665.73 TO 9.59 INV OUT .= 658.20 2 PVC SOR21 FORCEMAIN Y SAPSUCKER STA. 12+00 K STM STR 1126 D1- G•P 10(7 YR. STORY Et.=644.4UV IN FORCE MAIN= 658. `L , P. �P TOP--STM*STR 1133 D1-38, L=20 ,� TOP=660. AIR RE y _ -- -- 7 Y G.P. 2+84.17 STM STR 1122 D1-38, L- G�` � f VALVE 1 4 S393O2S E ,I f, �Q F � N - ` G.P 7.64 TOP=666.42 P. STM STR 1 0 DI -38, L=20 _ •- STM STR EC -1 REQUIRED > : I 4) as C) STM STR 1125 Dl -3B, L= j f TOP 660.69 `" INV. OUT = 654.0() �- �d l�y,� .E ; . „- _ . G P. c I rL`F j civ TDP=672.40 !6P '�, a T P SAN MH17+59 5a cu 1-8 XaM TEE '�/ qy '� ,slcN Rl t 667.00 OPEN SPACE -�. �, • � 3-8" GATE VAL! \ �.' u1 r INV T = 650.49 TERMINAL y o °' °� / /� / FLUSHING �� '• �� '� �•� � ' FORGE AIN INV. IN= 660.16 � =2a 1 3i a��°,w °F calvNl�rra�i a LO STM TR 1123 DI -3B, \ TBP=66.41 f2� 8" 45° BEND STM STR 1131 DI -3C, L=6_ �s c ci STOP i TOP=650.04 ° cin`_ ED ST S 1129 -36, L=20 SIGN *° �` F- tL nn TOP 65.66 STM STR 1130 DI --3B, -20 STM STR EC -1 R RED '�J ! - O TOP=667.66 INV. OUT = 54 U�YTTS SHALL BE SlTt>a4 ON THE LOT TO �, .. . _` ' PROVIDE 20' SEP N TO /1DJOINING UNITS SEER 1-8"x 8 CROSS ,� �. CL FIRE HYDRANT " s C-1 REQUIRED ca: TM u;rM„ kw Ia1 � +� �#aa 4--8 GA VALVES 8� s s 1W.. OUT = 624.00 Wkb (4 Ra F (Sq. FQ � SW Raar ASSEMBLY 8" 22 1 2'. •� ,/ BEND / �-I'i 53 Sings 51 561395 20 5/15 15 145 Single F m 5555 6'2102 2200 5515 15 / STM STR 24 DI -38, L-=14 �� ,*G 58 5rngle Famly 77 10270 20 5 15 146 5ng 40 4699 20 5 15 + 2 _ / INV OUT=672. 59 Single F<mly 55 7631 20 5 15 147 Sngk Family 50 5449 20 5 15 1C1 L RELEASE _ I ��" STREAM 88 Side F� 772 8� 20 5 15 149 Famil�4y 40 173 20 5 15 2 ng iy Sngk Family 104 11736 24 5 15 (fJ {f pETENTTON PO Q 89 r5k Fainly 60 '442 217 5 15 150 Single Fainly 78 11963 20 5 15 �'� � yALVE f _ 118 Single Family 60 %337 20 5 15 151 Sirsgle Femily 72 12125 20 5 15 = uj 1 105 D! -3C, L=8 GREBE SiA. �} 119 Single Family 60 6337 20 5 15 152 Sin*, Fainly 80 10059 20 5 15 Q EIJT -- � 2 - -�` f ' {,� V -6J9.47120 Single kr fo s 3 0 5 i5 153 k Fom� 665 w 2a s 15 '�' --- `` �,• :: `�-� �j 100 YR, FLOOD E 1Fam)f76M15 ] ---- STM S EG --1 REQUIRED 122 Single family 64 6351" 20 5 15 155 Single Famiy 64 9083 20 5 15 123 Single Family 64 8337 20 5 15 756 Single Family 65 7275 20 5 15 ' { ' STOP A DROP MH 1 qgo� INV. OUT = 70 124 Ss�gie Fan illy 55 6568 20 5 15 157 Site Family 70 7555 20 5 15 ©- i j �+ 125 Smg1e Fainly 55 Cs5568 20 5 15 158 Single Family 63 9783 20 5 15 SIGN "�, STA a+oaf J 4+ 75 126 Single Family 55 6761 20 5 15 159 Single Family 64 9344 20 5 15 RIM S72.Da / Q STM STR 11 k DI -3C, L=8 127 Single Fa* 55 6802 20 5 15 IM Single Family 64 9344 20 5 15 11 1 4` TOP=663.33 `� 28 Sryle Fainly 55 6690 20 5 15 161 SMS a Fomly 67 8179 20 5 15 -- !NV !N - 557.91 d HE STM STR 1139 01-3R L=la 1 le F*r4 55 6772 20 5 15 162 Single Famiy 62 10769 20 5 15 INV IN 651.41 Q b P'� 130 Fa* 55 6790 20 5 15 163 Wigle Family 62 10769 20 5 15 INV OUT 653.21 ' . ' .. ,� TOP=°663.33 v STM $ 1117,DI-3C, L 6 / 132 single 65 76M 20 5 15 165 •� 130 5� amly 55 s60a 20 5 15 164 Sasgle Family 62 9031 20 5 15 TOP=67 .64 V STM STR 1140 Dl -1 111 111 f SAN MH MH 1 a 15 133 5 le F 55 6341 20 5/15 15 166le Family 70 7545 20 5 15 rq Sng1e Family 55 6421 20 5 15 1 N I A STA = 5+58.58 \ 134 Single Farm 4`2 4855 20 5/15 15 167 *le Family 65 8738 20 5 15 � j� OPEN / �� TOP=661.017 RIM = 663.46 1 135 Single fam'V 54 6120 20 5/15 15 168 si* Family 65 6353 20 5 15 p rn r 136 Single f 43 4828 20 5/15 15 169 Single Family 65 8349 20 5 15 c� � z n z4 p /+� AIR RELEASE '�. INV OUT = 654.74 137 le F 54 6065 20 5f15 15 170 Sngie Family 65 7594 24 5 15 0 0 La .'r Ld w C> W AIR RELEASE SPACE 138 Single 48 55% 20 5/15 15 171 Sogle FaM4 65 7215 20 5 15 9 t-- r,- L'i Fn w VALVE Q aP VALVE SAN MH MH 1016 139 rarity+ 48 5558 20 5/15 15 172 Single Family 65 7215 20 5 15 :1: v ILAJa 1 STM STR 1 1 - 1 SIG SV SWR 6�ii STA � 4 F54.�8 140 le Fem`iy* 56 6295 20 5/15 15 173 STM TR 1091, DI 3C, L=10 n9 � W TaP=663.00 f? = �`3 Single Family 65 7215 z4 5 15 r O r 141 Si le fain 43 4836 20 5/15 15 174 Family 65 7215 20 5 15 12 �` Sa3'a149'� / RIM = 667.45 TOP= 8. a2 39.30" INV IN = 654.24le Faonly+ 4$ 5548 20 5/15 15 r i Single Eam}y* 46 5534 20 5/15 15 1759le Fainly 65 7215 20 5 15 v w ,� INV OUT = 654.04 �� 0 1LLJ 00 _ '1�, .� • l `;, TM STR 109 D1 -3B, L=1a f f 8" 1©� `��G NOTE l_. TOP= 670.19 1.. STM STR 10 D1-1 s" TEE ` f BEN � � �° LOTS 130-132, 161-175 SHALL HAVE j TOP=664.00 -� i. �� i 3-8" GATE VALVES �� GRINDER PUMPS AS SPECIFIED BY Q X00 ,, :.. f s4,v ,f }� � °f �` 'CJI G / '� Z D!- B, L=20 1 • p sTOP .� �� f; + BEND t/4' - ,, �a p� FREDERICK COUNTY SANITATION AUTHORITY W \q�l AIR RELEASE r Q¢ ' SIGN `' f $y" `9 %d :. _ �` VALVE 2 F C31 r i'" SAN MH 1 a A f STA = 12+47. g. .. C , .:• f G� �' 11 � � � f rA. r � STM TR 1093, 01-3C, L = & x o, G �- - - d TOP=671.17pt -� f RIM = 668.00 �- INV IN = 650.24 S R 1090 D1 -3C L=10 INV OUT = 650.04 8 11 1/4'x, -----....._- - BEND J 4 - ��-r TOP=667.92 STM STR 1090, DI -3C, TOP 66 x.92 „ q Q ^moi -� BEND � �� cll STM STR EC -1 REQUIRED SAN DROP MH 1 009 INV. OUT=651.90 STA 10+25.08110+47.62 1 X8" CROSS #,, RIM 671.00 SAN MH MH 1018 � 4 -- " GATE VALVES `✓ = 49.4 _ a 8 h 7/ �� . '�y�i 6 a STA = 1 + 14.87 INV IN = 654.50 RIM = 667.46 STM TR 1094, DI -3 , L = 16 - � _ INV 1N 659.50 INV IN = 652.18 G TOP 671.14 INV OU w 648.84 INV OUT = 651.98 / p.• 4 Z 118 x SAN MH MH 1017 j q� % +�j� IN STA = 2+40.20 STM STR 1487, DI -3B, L=18 �� RIM = 664.14 CA RE DATA INV OUT 65� .79 CURVE DELTA RADIUS TANGENT ARC CHORD TOP -666.25 ``�� STM STR EG -1 REQUIRED J1439' STM STR 1 88, DI -3B, L=16 1tW. OUT = 651.77 T R 1137-3C,�L=12 C19 48, 2800.00' 360.26' 716.59' 714.64' h (� TOP=665. TOP=664.17`` C2 3707'06' 225.00' + 75.54' 145.76' 143.23' 'J OPEN SPACE � 1 07420" 1so.oc� 104.39 208-46 208.30' rri 22 1/2' BEND STM STR 1136 DI ---3C, L=10 c22 97'4' 28" 100.00' 114.58' 170.65' 150.68' 1- 8" 11 1/4' BEND TDP=664.17 C23 570020" 200.00 108.60 198.99 190.88 % ., 2' BEND QETFNRON POND C24 28'4652' 1000.00' 256.58' 502.33' 497.06' / �.rZ"1 1--$ 11 14' BEND �- 4 GREBE STA 12100 ,+� C25 30'26 27" 200.00' 299.28' 564.42' 577.57 /� / o k C26 59'54 57 200.00' 115.27 209.15' 199.75' S C27 2929'07" 51.00' 13.42` 26.25' 25.96' C28 444937" 225.00' 92.80' 176.03' 171.58' / �• tL7 " 7' SC OR4,F/M�rr ,Cs �r / F C29 12' 10 43 1375.00' ?48.69 2033. 291.72 SCALE: STR S-1 REQUlR D -SAN DROP MH 1l1 J2 1'7 �s ar7 .ti'L X30 59'1.x'19" 1000.00' SS8.,33` 1033.62° 688.22' 50 25 D 50 100 C31 24'44'38 175.00' 36.39' 75.58' 74.99' / Q INV IN=$ 80 _ .� STA = 1+0017+52.71 C32 63'08'37" 100.00' 6?.45' 110.21 ` 104.71" /� 9' DRAWN BY. J D. S. jQ RIM = 563.74 - -- `� ---� STR EC -1 REQUIRED c33 10 '33'59' 100,00° 129.31" ' ?82.50 158.21' ' � No. 1314210' INV IN - 647.41 it INV aUT=615.00 ,/',+° 'J = \ AV FEET) INV IN = 653.80 a inch 50 '�` �• A,Ssi� 'H -4 '�i C, DAA= ,3-1--07 j \ INV OUT .= 647.21 \ s 0 as"8 9 =("9) NI ANI FOR CONTINUATION SEE SHEET 7 FOR CONTINUATIONf SFE SHEET 9 SHEET 8 c#= 41 7 Q- •"%1,-,,!• ' INI 1 / a / •+ `� R/ / // 111� STI 100, GS -9 -0 / 1 � , siLT FENCE LEGEND sem-IN-56.00 I � g � g 11 k � 4 f g \ � \ � - -- -' �, j / /'�• •• P f k I I 4 � / �, I g g 1 1 i 1 i - -- • - f �'••. I 1 f i STM STR 1016, DI -33, L=20 S1� p/ }� % �' \ CONSTRUCTION ENTRANCE GE 1 i 1 I i g 1 1 ` ` \ ~ ' ` ` / �, j C•.,•• FTM- sTR r ©14, Dl� 3B� L�2f1 rOP=597.90 i /' f /' / .- -` \ J r / .(.TUP1=6i 1.91 j TM STR 1015, 0- S L- - \ r STM 7 1Di?�, jCl!- L` + 0 'TOP=597.90 f / /' - \ { \ \ ROCK INLET SEDIMENT TRAP / C] 1 f 1 1 I _ / / \ \ I g 14 1 j 4 l l I I 1 STM STR 1CJ08, DI -B; L� L8 - f j d / ' t 1 t 1 x l \ .13 "••• I I i I i I I ( g 1 TOP=3 �8.�� I31vERsrC�n1 DITCH ---•- D© � 1 --�•,,•+'• g I � j 1 l I f � g f / - r i � � i f �, � . '' or - `- :�13 ��D � ',� ` \ �'�'\ '` � , (� �-e�•`"•� I •• . g I I g i 1 1 STM TR 100, ES -1 '- - '' • .., w e / '� �''�� 4 \� \ ,- - } RFCD j (� �] -�" � �. �� -�` ROCK FILLED CHECK DAM INV1 38.00 � g / _ • f - � ! 0� l,..l I I k I I i f �• '°�•.,,�.••- 1 \ \ \ \ ( � / � � � �, \ '� °� 1 11 j �-' �.��=' �sTM•'° r1?°• DI -JB, =2 ' 1 ..• �. 1 i / ' � `� ` � SILT FENCE CULVERT INLET PROTE"C77ON X17, CJ ! \ l I I r I t 1101-1-634.16 '"••••..a.a,•..,1 \ ..+••• _ _ / / J' \ \ \ \ `� •. •�w..., .,. - �^ �� o / - / f - \ \\\ \\\ CROWN VETCH PLANTING C� I ! - l ' / I 1 ff I 1 741 TR,/1O10, DI -3B, -1� � � = .- •• �.- �� .-_ � �� \ \\ ° °\\ � � �WD - \ \ \ °\°♦� ` �- - TEMPORARY RIGHT--OF-WAY DIVERSION ITgP-64�1.7D \ f j I 1I f I f / f 1 f _ _ w ` ` .,••�'' 1 .,•`� _ ~ 06 �- - ' J " `` \ \ ° \ \, moi` \`! TEMPORARY SLOPE DRAiN TSD .� j/ / I I! f 1I rl fi J' ./•,. r / } ••• / �/ ', ! - ZfiS !f INLET SERMENT IIS 1 /' r \\ ��- �i // j/ P ! 1 f / f f j .. f r ,- - _ STM\STR 1O13�E31 E3 Lr2Q DETE:"NPON,�OND RACHEL CARSON DRIVE+ISD \ \� ° \♦ ��\ � �� -� Road �IDC31FENTR. Q / / r / I 1 I ! .•j" / % g < J _ `- Tb =C�11.94.- - SEE S CVON SHEET 17. \ \ \ \ \ 1 `.� _ \ � �, O" YEAR STORM ELEV.= 585.29 ° ° \ \ \�,, \\ \\ \ � � � '�'`�, Ditch D E / jd' STk , 043 , ql-Vie, =2 ,, j r -� - -� �, - _ _ \ \ \ \ '� �� TOP= 8(4515(1j,� / / / STfbP-SSR _1 O 1I -3B, L=2O \ \ ° \ ! `J',-' ,- r !' \ \ \ \ `�Q} Begin Sta 12+50 9+543 s ! - 1 �' �.• ' / / / / J _ _ ! \ ` End Sta 9+50 6+50 LJLJ. •,� i '' - - �-T01--622-7 _ / S41 /STR 1)90� E --- f ' j / / / / - ,,�!�`. L `- _ _ - ` ` - '` -- \ r' r \ \ \ \ ° �, \ i �, / • / -- .._ '� \ r f " --- -" ! \ ♦ Side 50LIth 50Ltth /W V )N�-- 42f. lf i' ' f ^ -IigO Dr -IB; -b--20 �' `` `� ° \ \ \� �'' f - - _ - ♦ / `' ` \ ° \ ° \ \ \ \ \ ° \ ` � \� Ditch Lining EC -2 EO -2 ✓ / - - TOP=633.54 '- \ ♦ \ - y - , \ \ \ \ \ Min. Dinh Depth(in)12 12 48 � STM STR EC --1 REQUIRED -r a \ � � / � .- ` J /' / ', -- -� ,� ,` \ \ \ \ � ` �- �, \,� \ � � � y -it y _ IWV.OUT=622.00 -'7'i+t S 1002, DI -3B, L-12 \ 1 \ \ \ i \ \ 1 ! , STM STR EC --1 REQUIRED \i r \ \ e \ \ \ \ f f J 1 I l• / .�-'. \ �S , J INV. OUT=618.00r�\ \ STM STR 1001, DI -3B, L=20 \ \ j / � ! � ! � / � � \ 1 � 1 \ Ilr / / - \ y � � � � �/ PR POSE? • -kl 1 GU RD Hp 1 l , TOP=643.79 �' \ 1 l l f 1 \ 28.ECL Zi g k f I I k I '. + 2914D j „11..�V9. Qp V I I I 1 g g g .• ` • \62V.4 • •• t f j / •••••••° \ \ _ - �' �►/ ` \ 8 EJ L q1 CL' tTRA1L / \ 1 ! g g OPfRS g °\ - \ 1 r/ / f °\ �\ °� ��f /' r---_- -__`"�'� '~\�\\1� /� Il 1 / j' \\\ °\ °\ \\ N770N POND "RACHEL CARSON DRIVE 2� 0b"v / / •' ' \ \ \ 1 j , j - _ r \ \ \ \ SEE �E&TION SHEET 17 �. \ .OPEN 100 YEAR�TORM ELEV.= 628.60 \ / / /! r - - J -' \ � � � w 4 1 \ , • I' \ \ , � , � / / j' i \ \ � / ! -. s , i '� \ \ \\ �.�".. S I STR EC -1 EQUIRED O g •� \ / i \ `� i I r II OUT=626.00 ac .. \ \ , j \ QPFI SPADE 311 1 •"••., TOPs6 \ ` IAIV�SCAPE PLANS FOR g 6 �; 1005, �1I�-3t 1 �!IN- 55 l P SCJ.98 / R�RINOER OF 7RAIL DESIGN ., � g • .,-- T� 7.,35• l i f � , // / / r=. \ \ \ \ \ \ \ `.../ f/ / f j `.` -- � .- - � � � ,,., `. \ \ / � � ,` �\ • � � .� -- - •-, / / r � - a \ • -12 STM STR EC -1 REQUIgEb \ \\ \ \ t a / / j/ / /' ti _ �' - -\\ \ \ \ ✓ / R t - - �' T ' ` o••.,, / // j j j INV. iJ<fl=ti3$.o{1 / / \ \ \ ♦ ` _ / / \ , /' / STM STR EC (� INV OMIT= 6X1.0(3/ \ \ \ \ / ` / I y --- _ ` / - \ \ \ ` - J �' `, ♦\ / ', i�OVIDEjEC,2 l \ \ \ ,\ ! / / - - -~• \ '� \3Cr a \ • •.e, �\ \ / \ �\ Y111�. l �`/ /_ \ \\ \ \\ \ ��.'�` \ 1 � \ \ �f ` � i •, = � j / LIM! .g--C� ° \ \ `` `- `' ` �' J � - - .- � A \ \ \ '-�/ TM �p WR TO PUMP' S7Ai1�1• '• g I i RF% i 1 / p( } ` '� \ \ I % • - ~ •"., \ ` \ �. ,` % / y r�' -..,` ' .` ` C.--' AND -V D -GA P�. PLANS ,o-w••°� � i � �k i 5 ` � � s 1 !- ` 'r5'. ° \ \r o } t g I ' a 1 _,..•• •t•M---•... 't ... \ \ \ -f ' . _ _ �- 1 ` - _ �. _ .•°"" `'• •+ SEWERg 1 1-7 ck:- ' `v -Ir ,,.••• S+�`r EAS v - _ ` b-� \ �� / 1 I g '" 1 F ti'• -w•.., `. -_ - .{ g 1 RFC / \ \\ 1 1 Ii.�' • _ - _ y' _ - -• •••' -• \ \1 Ig k g 1 °I \ � i g : � h• . � � • \ `L. O � i„ .- -..,. r I !.. -•''° ��. �� i I � 1 1 \ .r �l rte"' � • J 4 1 � . _ / J •e •• / . r..r,. / ' LOT \ 'y- P� i ` C I \ '• / `• © A �/ �.7 E:Q } f J ,� . , a ees. - �. `1 jf� l •� � 1 51 I i f D1- 1� �1 �,. 71 g • `� r Y �. _4 • �`` / � V f\E P. "Rl� ow•- - 1. 6 ei'I V •' , 1�L! i li i ''{{1 1 / .] ' . ' STM ST `i o42 LfS- ,` ' - .• w•• !!! • ...... VVV 1 >/ V.i ° \ - 5(C , I R / 651r / ! C1M�.)`s OFC € \ \ -' • ` -" *, •`' \...e.4 . .. f' } L / / / _ \ 1 1 ••, ° G-1 - , ✓ r Ah'IIVC \ \ �' • f • 'PRO E r2 _ < f r / // / ll tJ' , f / 1,3,0r-313 L= 1 ' ` \ ' l ` �s \ �� .7 �1 .a. ••.•. s ........w••°.. e.+ss.• e.s. .° w•• e • / P I \ \ \ ��"' (� 4 / �. v o / ! / / '� \ ti \ \ wea .•• f % ,• s• + I r t• •• j / r / J I j • - •� { • `' ` , k 1 \ \ •+ C 1 \ 11 / -LLL i . . / a ,. / % / ! 1 • C-\ a• l ` 1' I 1 1 11 ' . +. 1 1 INVNT-653. - - -� ` .. -�. V pEfN \ \ \ \ - `'• : `•:••,.-••' /'a / I I 1 1 / I r r' `'••.,``\iii i s .•� ` \ \ \ 1 1 1 _0LS `-_ _ ! i / r X x•• . -f='° \� �.-1 1 1 11 '•�. ,� SEE LODSCAPE PLANS FOR t 1 - •�ti f / I r / •.. '�. y_ --- ,4 • - I RMNDER OF IML DESIGN J lg '-•.,, f r •'"• x � �. •••-.e....• `' ° g k i i S' \ • ``••• .•• • _ .� ° 1 k .y- \ ` r s \ 1 ei r l,.ao•sser e••.r a •-• s a +e.a• \ _ e••w• / ea l9 ' / p C \ \\ k RF ®rc-15-71 � 1 � , \ , � \ Y _� ,�•s+f „•r•ssr.s•� ��CP i � /! f(� ! . '••- ' �� / � / / dr �.d \ "• / /� ,�, •� � , ` .-_ �"'`, •••"' / / STM STR �(J4�3 ESr o, --ti .�-- ...... �'' -` c�.,, g /•e�• •. J - • • •-•• • \ *r �'• � 1 `��\ � � ° \ � •N+ • • _-- -� .••- � \� j � �; °' IN�/IN-&53.00 r I o� .-. `- -�2_ .� `• -.,•,, �/./, .` / r .- � � ' e . .w w • J - -.. 1 / / ! / ` \ • . i'` I Ci�lT,. '� ^=•ti'e I y i % / f r \i Zt- 1 1 • ''••• / G. 1 / / e / , !/ / j / / f f ' - - - _- - 50' EASEMENT 41 STM STR EC -2 REQUIRED - v \ 1 ter\ ' - L �' - - - ` ' /' /' f ,' ✓ f / INV, Of#I=649.00 FOR CON 77NUA 77CN SEF SHEET 1 OA Culvert Summary Storm Inlet Summary Culvert Inv, In Inv. Out L(ft) D(in.) S(%) Type 5tr. No. Inv. In Inv. Out Top EIv. Type Throat 1001 633.00 626.00 121 15 5.8 RCP 1001 633.20 633.00 643.79 DI -3B 20 1002 635.80 633.20 84 15 3.1 RCP 1002 636.00 635.80 646.00 D1-38 12��'�`6��` 1003 637.42 636.00 49 15 2.9 RCP 1003 641.20 637.42 645.50 D1-38 20 OUTLET PROTECTION SUMMARY 50 25 0 50 100 1004 642.00 641.20 35 15 2.3 RGP 1004 642.00 ES -1 Culvert W -KM Length Class O D 4 3-8-05 DELETED 1044 FROM CULVERT TABLES TAW. RAM. 1005 646.86 635.81 139 15 8.0 RCP 1005 646.86 650.98 DI -38 20 1041 11 25 1 11.4 15 OV �-T 3 1--19-05 REMISED PER COUNTY COYRENT5 T.A.W. D.J.S. 1006 626.00 622.00 53 15 7.6 RCP 1006 626.20 626.00 633.54 DI -36 20 2 11--10-04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAW. D.J.S. 1007 627.00 626.20 42 15 1.9 RCP 1007 627.20 627.00 627.20 634,16 DI -3B 20 1'406 6 12 Al 8-0 15 1 P� - 0 � 1 7-23-01 REVISED PER REVIEW AGENCY COMMENTS J.D.S. RAM. 1008 627.80 627.20 49 15 1.2 RCP 1008 628.00 627.80 631.78 Di --38 18 1015 10 11 Al 7.1 15 PIVD. DATE BY CWD.. 1009 638.00 628.00 79 15 12.7 RCP 1009 638.00 ES -1 fi042 4 4 Al 2.3 15 1. 0 F 1010 635.50 627.20 117 15 7.1 RCP 1010 635.50 640.70 DI -36 18 RENS 1011 618.00 607.70 136 15 7.6 RCP 1011 618.20 618.00 622.72 01-38 20 1043 4 4 Al 1-1 15 r Pattan Harris Rust & AssOciates,pc �TN'• 1012 618.50 618.20 49 15 0.6 RCP 1012 618.50 622.67 01-3B 20 1044 4 4 Al 1.8 15 o 0 �r ,� ��r ,r� �• 1013 607.50 593.45 182 15 7.7 RCP 1013 607.70 607.50 607.70 611.94 D1 -3S 20 PCJNDRACHELCARSON2+44J 10.5 16 Al 3T 3fl -� Engineers. Surveyors. Planners. Landscape Architects. �.7.�EN1Y.lYDV1�.L1' 131�2to 1014 607.99 607.70 35 15 0.8 RCP 1014 607.99 611.91 D1-38 20Ronold A. Mislowsky, .}rf DATE 1015 593.25 552.00 61 15 1$.$ RCP 1015 593.45 593.25 593.45 597.90 0I -3B 20 FUND RACHEL CARSON 9-� 10.5 10.5 1 63 42 O CERTIFICATE NO. -LAIff .3/2/01 1016 593.75 .4 1 1 RCP 1016 593.95 593.75 597.90 01-38 20 POND BOAT RAMP 10 22 Al 11 15 0 020674 117 East Piccadilly Street, Suite 2001 FREDER PYA *00 TO .12-f 50 SHEET 593 5 35 5 9 G CARSONRAMELSTA TO 1 1017 596.00 593.95 19 15 11.0 RCP 1017 596.00 ES -1 (Ail �naension Fre feeQ REGISTERED .. Winchester, Virginia 226(11 • � � l l � �� 1042 651.00 641.00 88 15 11-4 RCP 1042 651.00 ES --1 PROFESSIONAL 1043 653.00 649.00 105 15 3.8 RCP 1043 653.00 ES- 1 ENGINEER T 64().667.2139 %1*�% Fl- 07 F 540.665.0493 FREDERICK COUNT)' i/IR(,'INIA r)F 4.1 FCR CON77NUA TION SEE SHEET 10 -j CL /I ( t 12 4� t . c4` \ t \ I \\ \\ \\ \ \ \ CS' / { g i 4 \ \ / / / i I / It 1 � ,, 1 I I vERTIc � BEN � g �"°-.•�'� �,,, CP ! ' • o / 0 -�' � i � 1 1 � 1 1 \ \ \ \ \ ` \ \ C.7� { ! 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' r /� / /f / / 1 J \ \ \ - ~ J M y r >' ,> i \ i EC --1 UIRED / \ - y / 2\-14 4 B S 1 t \ \ \ r ( \ • \ 1�A. D �� . ```�` � \\� ��\ \\s' � 1 }�} � INV. 9 7 - 621.04 r' / / �/ � � __ ' ✓' C I d 65'10 F. PROPE�n, CEN TAL CUI4�ER 2047' 10R R4DjNG R17AD / r 149' GEO TAINT G WALL / y` \ VERTi AL ENQ EI?VTON BUF TOP OF WALT 1 RIitS. =6�FQ 0pp, \ TNG FSR �. BASE OF WALL VARIES. B 623.4 \ - - ._ N© 0 SEE DETAIL SHEET. �- Q, \ I { � TMS 120a1 Q1 -3C L � 4 / { .'-- J --- ._ I I ( � LIMI T� 01` CLEAR \ \ \ I ! { g I I RI#Cfl f 41.32 i � I I � -_.. � _- T - `�- EC -1 Rt } TM STIRao4 D1� I a -- 642' INV. aur = 3 00 r�r'`! 12" 22 1 / •: / ti '�:�.'�() . RIP RAP,\ 2� CY\ \ \ - 1 - F ti CLI RIP RAQ \"-`�-'�..,� �. ` 22'1,-2. i 1 1/4* �\NSF-SF 266' GR --2 \ !RF RFCD \ �„ F f > j 4�\ GUAI�RAIL OR EQUAL J0 Vj 64 / •. �� \ STM TR 24 5 D11\35 - CD RECOIM A- t , \ \ . { 3� \ \ r 1 \ \ PHASE ..sem •• (�, •[! l \ �. i \ 10" 22 1/ RTICAL BENQ \ � I —-CLEARING \ i � t t \ 1 •°°•.., \ \ 10+' 11\1/4 I \ t \ \ \ \ \ 0 3 C1I l 3B, 4L2a { I ' � / i!MITS (3i+ __-- �- --- -- � 1 �--�� 'v,,�`, �+r o \ i f --- a \••.•, \ w °, \ \ t r \ s 2002 1�I-3c, L=20 f g i t I i >------� raps 64�.l � i �140 N••,. \ i i ° ( 1 w 14 1\ 4• N I f i t t \ I \ 1 \ 1 ! \ NID i�?HA E 1. ~ \ \ \ ly \ \ \ \ t l 1 RCD - i \ \ { .\ 1 r \ \ ` \ \ _ �a ! ` � ' \ / ,� � ., � �'' f 1 1 /'' I � '�`� � \ \ \ \ \ � � ti � \ \ ,, ` . a •� ` Ca ' \ \ \ \ sT�1 ST 20x6 DI �3B, L -� - > \ 1 • >RI = 54.34 l \ \ \ 1 t i ,ST1z 2007 ES -1 i } 1 t 1 \ \ \ \ e 1 \ \ \ \ \ 1 1 \ 1 t Qp 14 RIM � 11 1f�2s.2� �4. 3ENiy1 \ ,\'- \ \ I Iia . OUT 2 T�! STI; 1142 ES+ -2 rf 12 ' 2 RTICAL SEND II V 11N= 101,00 I 11 1/4• BEt�1 1 r \ \ 1 i ! / / / / I / / ♦ l ` o� / ! ! I i 1 1 1 ~ - r I 2 /2• vERTICAI B . ,-� 1 1 �} t} r� t �{ ,/ ✓ / / i r / ] 1 / f /> - --( / r / 1 {{ i 1 I \ "` 17y/ v ! r r � 1 I � t w•,�.•• � � / / ,, / / a `� --_.. '.� -�1 \ r ' ' / / ` .r '� ��..y� / / > 0 ` 1 I i I , -- _ -- -- ._ - -ti \ 1 ! ! {5C 10" 1 \j44' eErvQ k t \ \ .••'° \ / �, // // / \ `` ---,'1f"`�� _ - - _ _/ / I� I ! ( / / r;' °` !� ; ti 11\ \ �•,: Alk\RELEASE-VALVE � /f/`/j / �- RFCD __ __-- _-J' �J_rJ`r �{ { ` r I { / / / •/ �` \ -_ `_� /} Ir /r / f/ tl .,, ' .... ti � °.?., r ti `,, • � \ E� R�LRED 1Nv. OUT = 65L c[i' r r ( I I fir. �' �- . ,i1 } !. ,` \ •-4 , c f ©-- -_ --�`_ ``�'�rl ! �� { f f f g 1 \ .- �\ RFC44`�EtJD- ` \ ---------- t \ r� , --- - -- FUT-� ---- _Js rr r { { ! ( I I / r _ -_!\ t 1 f oj� RAW- - `r j 1 J '" a , "" ✓ i f7F� D I - 38 Imo-- � _.- --- "" • e ..` '`� \ \ � / / � ` ' ' / / / 4 1 /4' RrCD1 _ Cl. PROP 9 GU Nf .. �,r9.�4�,HlIC' a�Vtr�G 50 25 0 50 700 ( by Axr ) I kWh - ort :xRonold A. Mlslowsky, Jr O CERTIFICATE NO. - 0 020674 � REGISTERED 'q,.,'PROFESSIONAL ENGINEER _ OUTLET PROTECTION SUMMARY Cuw Summary Width Length Mass Q D 2401 4 Stxrn Inv Summary Al 5.8 15 2445 Culvert Inv. In Inv. Out L(R) Don.) S(°/aj Type STEL Inv. In Inv. Out Inv. In. Top :;hr. Type Throat 2001 642.82 636.00 55 15 10.6 RCP 2001 643.02 642.82 647.32 D1 -3C 14 2002 643.32 643-02 33 15 0.9 RCP 2002 643.52 643.32 647.32 DI -3C 20 2003 650.76 643.52 289 15 2.5 RCP 2003 650.96 650.76 656.04 DI --3B 20 2004 651.16 650.96 33 15 0.6 RCP 2004 651.16 656.04 01-38 20 2005 549.75 638.00 49 is 24.7 RCP 2005 649.95 649.75 554.25 DI -3B 20 2006 650.34 649.95 91 15 0.4 RCP 2006 650.34 654.34 DI -3B 20 2007 629.26 621.00 144 15 5.7 RCP 2007 629.26 ES- 7 2008 655.02 652.00 107 15 2.8 RCP 2008 655.02 659.72 DI -313 20 �,r9.�4�,HlIC' a�Vtr�G 50 25 0 50 700 ( by Axr ) I kWh - ort :xRonold A. Mlslowsky, Jr O CERTIFICATE NO. - 0 020674 � REGISTERED 'q,.,'PROFESSIONAL ENGINEER _ OUTLET PROTECTION SUMMARY Culvert Width Length Mass Q D 2401 4 4 Al 5.8 15 2445 4 4 Al 3.0 15 2007 11 25 1 9.6 15 2008 4 4 Al 2.9 15 �,r9.�4�,HlIC' a�Vtr�G 50 25 0 50 700 ( by Axr ) I kWh - ort :xRonold A. Mlslowsky, Jr O CERTIFICATE NO. - 0 020674 � REGISTERED 'q,.,'PROFESSIONAL ENGINEER _ Patton h a ms Kusx & Assoc i u Les,wl; Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.867.2130 F 540.665.0493 l--+y-UJ i fiL1 oro ren t,vvrrra VUMML ra 1 11--10-44 1 RAISED RNISN GRADE MD LML17ES 2 FEET NO. GATE DESCRiP PION REMIONS SHENANDOAH RACHEL CARSON DRIVE �r STA Of 00 TO 16+50 � j GRADING �4N]AE & S"' P.LA'lY FREDERICK CCC/Nib' BY I CF1c'r1.X1 f3f4210 &>ATE= 3 2 01 SHEET 10A RGINIA 41 SILT FENCE 6F!--� CONSTRUCTION ENTRANCE CE ROCK INLET SEDIMENT TRAP DIVERSION DITCH DD ROCK FILLED CHECK DAM RFCD SILT FENCE CULVERT INLET PROTECTION CROWN VETCH. PLANTING TEMPORARY RIGHT-OF-WAY DIVERSION `�✓,�� TEMPORARY SLOPE DRAIN Patton h a ms Kusx & Assoc i u Les,wl; Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.867.2130 F 540.665.0493 l--+y-UJ i fiL1 oro ren t,vvrrra VUMML ra 1 11--10-44 1 RAISED RNISN GRADE MD LML17ES 2 FEET NO. GATE DESCRiP PION REMIONS SHENANDOAH RACHEL CARSON DRIVE �r STA Of 00 TO 16+50 � j GRADING �4N]AE & S"' P.LA'lY FREDERICK CCC/Nib' BY I CF1c'r1.X1 f3f4210 &>ATE= 3 2 01 SHEET 10A RGINIA 41 i ` vYI�IiIfOc:�t�r . � ., III , � �h�I�IYIYI )I!'I � •�G�d, II IIIIYl� f � ' • IIIA 1 1 I 1 J..,: .��•: 'YI YY!!IYY!YY�YYYY►Y�� vA I�II�Ii�II��I��Illt!II��Ig4p �IIYIY!IIYIYYI!IYIYI!!I!!I!! ►' 1 ..,.., , �1YIIIfIfY411I!11!flY1111�!4I. "� 1!f►t!III!11 IAI 1� " 4'Ifllflllllf111f1!!IT �! �ffffffffl!ff!1g Olfel!Iflf�lffl ,/Afc'`C`l r 10,11A ,ffll'fl!1;1 (71111, �il/ffllffl�fit �� ,� �f►flffff ffl,, I gg� I 1;1 v �fAqSONoFS ►4o�C Or��w��i <'S1w1w��1�� • •' I I � �� Ii • � . 4♦--`i-� Wiz:. r II 1 .�:::..-moi ��►�� I 11 w�rryy • i • I e •e t a �• Ie Ie �. stem Inlet Summery I I \ ` FOR PLAN 'OF ffl DRIVE TO I i I \\ STM 4$ DI -3C, C=114 1 \ �R OP=5s2. \\ \ \ -7W WASTE WATER TREA7UP(T PLAN II I L� \ \ TO w .r.P. SEE SAEETT--4� QF 41. `\ \\ \ INV.OUI=563:00 \ \\ \ I I I I I I I I \ 1 \ -1 REOurRED\ \ \S (.1'TR557. 5 OUIRED OUT=563.01 8" PUL^SQR 71�WVA ER MAIN, UIRE 1 REQUIRED t All \\�\ 1 \ \ R1 \ C P= 568\00 � QME1ar�TkAP \ \ \ \ \ \ \ \ I I I I 1 I t I I I I 11 ' Z L9 \ 'D_��TTEYJj_!ON`RpND "RACHEL CARS01d�QRIVE 19+00" \ \ I I I i I ( 1 1 I I I \ \ \ l s 10.45 1 `QEP $E�IIDN SH ET 17. \\ \ \ I I I I I I I\ \ 1 1 I 1\ \ iR\3TTORM\E�EV.t\569.90 OPEN\\SPACE fQ23, 01'* 1.=$0 „ 1048 ES r STM STR 1046 DI -3C, L� 1025, 0I -3Q C=20 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 7 I TOP =562.18f PRM 9CS� iA-59L86 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STM STR 1047 ES -1 t 1 INV. N s 5.00�WETMIDS AREA S7T{ 1049 ES- I It I 1-12" E 1 � �iT \\ �� 1 1 {IN 5.25 ' I / I l 2> / s \ 1-8 G.V. �80p(ES / � � _ $r � / / i I \iN/F \\ \\ \\\ \\ \\ \\ \\ \\ \\ \\ \ &\l,ULIA TOLKA\N \\\\ \ \ \ \ \ \ \ 1 / 4STIR 10j{4, DI -3111 L=20 c' \-A-`777 I 11 i MP=`i76.5.� i \\�� SDR -2j R MAI -- I 11 ( I I I SIM 1026, I I I I I STM S1Ut 1026, D -3B, L= S,n \ \ \ \ I 1 I 1 TOP 00 \\\ \ \ \ \ \ \ \ \ \ \ '\\\\ \\ \ \ \ \ \\\\ \ \ \\ \ STM SIR 1018, I-36, L=20 TOP 576.5 c`�A -1 RE IRED 09.00 � \ \ \\ \ 1 1 \ \ \ Slk SIR 1028, DI-3�, L=20 � i ��J 70('=608.60IL \ \ \ \ \ 1 I SIM SIR IUZ9, DI -3B \ \ \\ \ \ I 1 / (( 70P=622/90 PROP¢SED WAL(fING MA, (r=At) �. 858 � \ \ \ \ 1 \ 1 \ 1 I I / / `\ 1r0'X1 \ \ ` \ \ �\ �` �\ `\ \ INSTAAAAAAffffff��iii Fj0 A4DQJ iREES D \\ \ ` -�; \ \ OPEN SPACE I / l o .• ': R ` \ �\ \` \ �` �\ \ \ �gSS CONFORMW'll' J ^�� \\\1 1 11 ( \ \ \ 1 I I I SIMS 10 IV, DI -38, L-20 1 -FRE HYDRANT �y,•g55 � � '-� \ \\\ 1 I I I I � / .RRA \\ `r' �� \��\\ `\�\ WET SIM AREA \ \ i \I 1\ i i i i ' ti \� \` � \ \ O \o �SDl1_6 .7031, DI -3B, C� 0. STM SIR 103&D1 -3B, C=20 \ \ \ L.J \1 I \ 11 \ 1 I I I I / / / \ \� \ • TOP=635.24 RECD 79 to' C3 \\ ,1 1 \ II \\ I I\\ \\ w \\ \ 1 1 I I 1 1 r 0T. S!R 1033,\Ol-38. 0 1 STM SIR 1035, OI -X L=20 sxo \ T0/� rys0.21 \ 1 \ \\ 1\ \\ 1 1 1 1 I I 1 1 I I ! \\ \ \ S 103( DI -38, 1=:?O\ OP= 1 INlFj jt D��. OF G6ME j& INLAND FI�HERIES \ S�l1 1 87-1q-1103(311 Str. NoAnv. In Inv. Out Inv. In. Top EW. Type Throat 1015 593.45 593.25 597.90 DI -3B 20 1016 593.95 593.75 597.90 DI -3B 20 1017 596.00 ES -1 1018 572.35 572.15 572.35 576.56 01-39 20 1019 582.20 582.00 586.13 01-38 20 1020 582.81 586.93 DI -3B 20 1021 572.77 572.57 576.69 DI -38 20 1022 590.00 ES -1 1023 571.35 571.15 571.35 576.44 DI -3B 20 1024 571.65 576.53 DI -3B 20 1025 587.70 587.50 587.70 591.86 DI -3B 20 1026 587.85 591.97 DI -38 20 1027 604.00 603.80 604.00 608.50 01-3B 20 1028 604.30 608.60 DI -38 20 1029 618.20 618.00 618.20 622.91 DI -3B 20 1030 618.50 622.90 DI -38 20 1031 630.65 630.45 630.65 635.20 01-38 20 1032 Culved Sanwwery 630.95 635.24 DI -38 20 Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1015 593.25 582.00 61 15 18.8 RCP 1016 593.75 593.45 35 15 0.9 RCP 1017 596.00 593.95 19 15 11.0 RCP 1018 572.15 569.00 72 15 4.4 RCP 1019 582.00 572.35 125 15 7.7 RCP 1020 582.81 582.20 37 15 1.6 RCP 1021 572.57 572.35 35 15 0.6 RCP 1022 590.00 572.77 54 15 32.0 RCP 1023 571.15 563.00 103 15 7.9 RCP 1024 571.65 571.35 35 15 0.9 RCP 1025 587.50 571.35 195 15 8.3 RCP 1026 587.85 587.70 35 15 0.4 RCP 1027 603.80 587.70 210 15 7.7 RCP 1028 604.30 604.00 35 15 0.9 RCP 1029 618.00 604.00 182 15 7.7 RCP 1030 618.50 618.20 35 15 0.9 RCP 1031 630.45 618.20 154 15 8.0 RCP 1032 630.95 630.65 35 15 0.9 RCP 1033 642.00 630.65 145 15 7.8 RCP 1034 642.50 642.20 35 15 0.9 RCP 1035 646.95 642.90 40 18 10.3 RCP 1036 651.00 647.15 56 18 6.9 RCP 1037A 652.10 651.20 51 18 1.8 RCP 10378 659.03 652.35 113 15 5.9 RCP 1037C 652.83 652.35 27 15 1.8 RCP 10370 656.38 653.03 61 15 5.5 RCP 1038A 663.50 651.20 105 15 11.8 RCP 10388 666.00 663.70 112 15 2.1 RCP 1038C 668.38 666.20 195 15 1.1 RCP 1045 554.30 554.20 13 18 0.8 RCP 1046 554.85 554.50 35 16 1.0 RCP 1047 555.00 554.85 23 15 0.7 RCP 1048 558.00 557.75 48 36 0.5 RCP 1049 555.25 555.00 91 36 0.3 RCP stem Inlet Summery I I \ ` FOR PLAN 'OF ffl DRIVE TO I i I \\ STM 4$ DI -3C, C=114 1 \ �R OP=5s2. \\ \ \ -7W WASTE WATER TREA7UP(T PLAN II I L� \ \ TO w .r.P. SEE SAEETT--4� QF 41. `\ \\ \ INV.OUI=563:00 \ \\ \ I I I I I I I I \ 1 \ -1 REOurRED\ \ \S (.1'TR557. 5 OUIRED OUT=563.01 8" PUL^SQR 71�WVA ER MAIN, UIRE 1 REQUIRED t All \\�\ 1 \ \ R1 \ C P= 568\00 � QME1ar�TkAP \ \ \ \ \ \ \ \ I I I I 1 I t I I I I 11 ' Z L9 \ 'D_��TTEYJj_!ON`RpND "RACHEL CARS01d�QRIVE 19+00" \ \ I I I i I ( 1 1 I I I \ \ \ l s 10.45 1 `QEP $E�IIDN SH ET 17. \\ \ \ I I I I I I I\ \ 1 1 I 1\ \ iR\3TTORM\E�EV.t\569.90 OPEN\\SPACE fQ23, 01'* 1.=$0 „ 1048 ES r STM STR 1046 DI -3C, L� 1025, 0I -3Q C=20 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 7 I TOP =562.18f PRM 9CS� iA-59L86 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STM STR 1047 ES -1 t 1 INV. N s 5.00�WETMIDS AREA S7T{ 1049 ES- I It I 1-12" E 1 � �iT \\ �� 1 1 {IN 5.25 ' I / I l 2> / s \ 1-8 G.V. �80p(ES / � � _ $r � / / i I \iN/F \\ \\ \\\ \\ \\ \\ \\ \\ \\ \\ \ &\l,ULIA TOLKA\N \\\\ \ \ \ \ \ \ \ 1 / 4STIR 10j{4, DI -3111 L=20 c' \-A-`777 I 11 i MP=`i76.5.� i \\�� SDR -2j R MAI -- I 11 ( I I I SIM 1026, I I I I I STM S1Ut 1026, D -3B, L= S,n \ \ \ \ I 1 I 1 TOP 00 \\\ \ \ \ \ \ \ \ \ \ \ '\\\\ \\ \ \ \ \ \\\\ \ \ \\ \ STM SIR 1018, I-36, L=20 TOP 576.5 c`�A -1 RE IRED 09.00 � \ \ \\ \ 1 1 \ \ \ Slk SIR 1028, DI-3�, L=20 � i ��J 70('=608.60IL \ \ \ \ \ 1 I SIM SIR IUZ9, DI -3B \ \ \\ \ \ I 1 / (( 70P=622/90 PROP¢SED WAL(fING MA, (r=At) �. 858 � \ \ \ \ 1 \ 1 \ 1 I I / / `\ 1r0'X1 \ \ ` \ \ �\ �` �\ `\ \ INSTAAAAAAffffff��iii Fj0 A4DQJ iREES D \\ \ ` -�; \ \ OPEN SPACE I / l o .• ': R ` \ �\ \` \ �` �\ \ \ �gSS CONFORMW'll' J ^�� \\\1 1 11 ( \ \ \ 1 I I I SIMS 10 IV, DI -38, L-20 1 -FRE HYDRANT �y,•g55 � � '-� \ \\\ 1 I I I I � / .RRA \\ `r' �� \��\\ `\�\ WET SIM AREA \ \ i \I 1\ i i i i ' ti \� \` � \ \ O \o �SDl1_6 .7031, DI -3B, C� 0. STM SIR 103&D1 -3B, C=20 \ \ \ L.J \1 I \ 11 \ 1 I I I I / / / \ \� \ • TOP=635.24 RECD 79 to' C3 \\ ,1 1 \ II \\ I I\\ \\ w \\ \ 1 1 I I 1 1 r 0T. S!R 1033,\Ol-38. 0 1 STM SIR 1035, OI -X L=20 sxo \ T0/� rys0.21 \ 1 \ \\ 1\ \\ 1 1 1 1 I I 1 1 I I ! \\ \ \ S 103( DI -38, 1=:?O\ OP= 1 INlFj jt D��. OF G6ME j& INLAND FI�HERIES \ S�l1 1 87-1q-1103(311 Str. NoAnv. In Inv. Out Inv. In. Top EW. Type Throat 1015 593.45 593.25 597.90 DI -3B 20 1016 593.95 593.75 597.90 DI -3B 20 1017 596.00 ES -1 1018 572.35 572.15 572.35 576.56 01-39 20 1019 582.20 582.00 586.13 01-38 20 1020 582.81 586.93 DI -3B 20 1021 572.77 572.57 576.69 DI -38 20 1022 590.00 ES -1 1023 571.35 571.15 571.35 576.44 DI -3B 20 1024 571.65 576.53 DI -3B 20 1025 587.70 587.50 587.70 591.86 DI -3B 20 1026 587.85 591.97 DI -38 20 1027 604.00 603.80 604.00 608.50 01-3B 20 1028 604.30 608.60 DI -38 20 1029 618.20 618.00 618.20 622.91 DI -3B 20 1030 618.50 622.90 DI -38 20 1031 630.65 630.45 630.65 635.20 01-38 20 1032 LEGEND 630.95 635.24 DI -38 20 1033 642.20 642.00 646.70 DI -38 20 1034 DD 642.50 646.85 DI -38 20 1035 647.15 646.95 660.21 01-38 20 1036 651.20 651.00 651.20 658.95 DI -38 20 1037A 652.35 652.10 652.35 656.95 DI -30 20 10378 659.03 662.95 DI -3B 20 1037C 653.03 652.83 656.95 DI -38 20 10370 656.38 660.50 DI -1 tE 1038A 663.50 669.50 DI -3C 20 10388 666.20 666.00 671.50 DI -1 1038C 668.38 672.50 DI -3C 20 1045 554.50 554.30 562.18 01-3C 14 1046 554.85 554.85 562.18 DI -3C 18 1047 555.00 1 ES -1 I t 1048 558.00 I ES -1 1049 555.25 ES -1 OUTLET PROTECTION SUMMARY LEGEND - SILT FENCE Sr 6F CONSTRUCTION ENTRANCE 7.1 INLET PROTECTION ®CM*WT MET SEDRAENT TRM DIVERSION DITCH 10 12 Al DD ROCK FILLED CHECK DAM ® RFCD SILT FENCE INLET PROTECTION CROWN VETCH PLANTING-L-LL/�Ld 26.8 TEMPORARY RIGHT-OF-WAY 9 9 1 DIVERSION TEMPORARY SLOPE DRAIN 85 OUTLET PROTECTION SUMMARY , Culvert Wieei Lea91h Clees 0 1015 4 4 At 7.1 1018 4 4 At 25 1023 10 12 Al 9.4 1045 5 5 At 7.2 1048 9 9 1 26.8 1049 9 9 1 242 POND RACHEL CARSON 19+00 36 12 Al 85 (AN (rjmension am feet) D 15 15 15 18 36 36 29W Nz L11 1� 1 I I I I I I 1� 1 I I I I I II 1 5 I I U I I I I I SII I i � I I I I I I c 1111 I 4 � 1 I II I I ' 6 L' i laid A Mislowsky. Jry CERTIFICATE NO. 020674 a 1 , 1 �1-1� 1 f 1 \ e \ tE \ I � \ I \ � 1 I j 11 1 1 � 1 I t I .......»:.�.\.. . `.. \ � � '272" 7J STM- 1037d,;'M:Z B, L=2Q TOP= 6. 5 9 1; STR 1037Q STM \ FUTURE PARKING AQEAp=660.50 FOR COMMUNIFN C 7WER I J / 1 -FIRE HWYMD FAS�SEMBLY/ D- = 56.9 / STM SIR i 1-45' BEND - 2 1 T BEND 1-11 lAr BEND. GRAPH/CSCALE 50 25 0 50 100 i AV mr ) 1 kWh -50R Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. PHTT�'}�/A\ 117 East Piccadilly Street, Suite 200 i 1 F 640.667.2139 P�Virginia226O10493 9 REVISIONS ECT N SHENANDOAH 1314210 RACHEL CARSON DR. STA 9(00 TO 30(00 121° GRADING AND E & S PLAN SHEET FI -IT �1-1� REVISIONS ECT N SHENANDOAH 1314210 RACHEL CARSON DR. STA 9(00 TO 30(00 121° GRADING AND E & S PLAN SHEET FI -IT { �'� \\ ��1 I _ s VICTOR A- AUL?/ TQLK�IN \ \ \ \ / r - -STM STR 1055, DI -3C, L=8 { - ' r -- r / - - ` - - \- ' -- \ \ `` •� - •/ ` �' / / ,' / / _JQP='660.87 -- - - - -. '• � � .\ ` \ ` \ �'` \ \ �` \ �-. `�% ,. �' � / / IT 17, �,p ! I / '--- .../ I s / ✓ Nit 63 .50 sTM STR 1054, Dr -3C. L= 1 TOP=660.87 W I 1 r -S INSTALL CULVERT 1056 ! y •.... ` - e \.`\ \ \ \ \ \ \ \ \ / / / / / � X499ERJRE GRADING RW STM STR 1058, DI --3B, L=18 '' - '• '�� \ ' �W 7Z)P 667.74 -- -- ` - _ -•R - ~ �\ - - - / ' ! r ( 45+00 a t 00 \ fF TOP= /oo- It W 51foo :10l { J RFCD Rico I / - 52400 r \ / STM STR EC{ --1 REQUIR / / J 1 V OUT=654.50 RECD TM STR 1059 -QI-36 L=2 Vis' ' / ✓ \ `' \ \ .5 STf� C ? REQUIRE r r / ( 1 1 r / r ! r INV.OUT= 30.00 / f 1 1 1 STM/ ST 103X;7, DI -138, L=2 i �' �OP=676.00 TOFF=6 7.714 ( \ STM STR 1 62,E 1-3B, L=20 CLE/�R�N F--` �`! r r f - �'' / / `�� 1, ` .�\ � CU EXTEND EC -1 Tai TM J STR EC � ? REQ urR`Eb � Tom, �F F _. IT F jj TOE F SLOPE ! INV.�bT=667.00 2 DRArN4 E _ \.► g9 P - - - _ ' i } l { STM sf,672.61 1061, DI ��3C, c`=M. � _ � \ �- _ � _ _ _ y �. � �t `\"� r I� OAK RIDGE F'RO�'E�'iIES,,, INC. C1 �, �- \ TOP - - _ -- \ \ \ S \ 86--A-273D 'mss- _ - , '' / / i 1 � I i `\ �` �\ �� ° `. �` -'', ` \ �, - .` •., r � � / ' / / / � � N. OPEN SPA P"99- �� et � _ �� - 6��s� 6 STM STR 1064 DI -38, L=20 l TOP=676. ? S \ 1 { 1 {�/ /� xti �' S -�- RFGQ ,fig ' / - -` -- `� - STM STR -fO6.5 D13B, L=20 6�91f �r' - - - s e - I I ) 1 I 1 / / / / • j VF- 6�oa� �� - ` - - OP=676.16 QF I o d ,. II i 1 1 Bf 6,�` ° bETEMTION POND WHEL CARSON 1�RIVE 48�oa I ( �- 3C> STM STR 1063, 131-�S 1=.20 STM STR EC --1 REQUIRED SECTION SHEET 17. / f 1 ! e \ - -- - `- P TOP=679.95 ti INV.OUT= 658 / .00 \ \ 1 1 I I { t 160 YR. STORM ELEV - 633.30 / 1 / 1 l I ( � � 6 -- ��5 OPEN S{ -'ACE 1 1, �t &r 22 1i2' BEND t X \ `` - - - ®1 5f ' - `SIMM STi' 10+&7,- a .31;, L=6 \ \ 00 89 - ~- \ 44 -T0P=669.68 \ - - �" - STM STR EC -1 REQUIRED 1O \t \ INV OUT=640.0a -STR068 ES -\1 -INV. a© - t -` - - _ - r - -- ; RIPW _ -- - 1 aTW7 ON POND "RACHEL CARSON DRIVE 59+00" -"" '\ \ ~' f v / �- . 5, - ^ a�9 -- ``iNS Ai(c�1Li1 RT-iI�B SEE SECTION SHEET' 17. + 100 YR` STORM ELEV- = 430090 -- - - --- -- _. - - - - l� ' f � " STM STR EC-- I R&QUREI3 } y 19 Thi �T , � Q6La",.. DI�-3E„L=6- /0flk6 - - ___-. - ._ - _ - - - - - - -- .�-� . � � / / / � �' � INV.OUT'=657.00 � � -' � OP=669:666_ -- F - / STM STI; 1069, 01-M, L---20 j 9TM R 1070, DI-3�,\L=SO 1 ! f TOP -675.74 } EC7-1 RE(? D� - INV OUfi=6 8'f -` \ ` r \ ( - ' I �-1 ` ` - -3� / �X, 1 REQUIRED �' � � , � �. � 1 / - *-c9f / � -- -- ., � \ •,L / 1 1 /1NV. %jV 616.00 - - LEC ENC f -- S CONSTRUCTION ENTRANCE Culvert Summary Length ROCK INLET SEDIMENT TRAP O DIVERSION DITCH OD ---� Storm Flet Summary 6 RPCD SILT FENCE CULVERT INLET PROTECTION (a CROWN VETCH PLANTING Culvert Inv. In Inv. Out L(ft) D(in.) S(7.) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat 1054 655.70 654.50 41 15 2.9 RCP 1054 655.90 655.70 655.90 660.87 DI -3C 12 1055 656.00 655.90 35 15 0.3 RCP 1055 656.00 660.87 DI -3C 8 1056 638.50 630.00 202 24 4.2 RCP 1056 638.50 ES -1 1057 663.50 655.90 211 15 3.6 RCP 1057 663.70 663.50 663.70 667.74 DI -3B 20 1058 663.79 663.70 35 15 0.3 RCP 1056 663.79 667.81 DI --38 18 1059 671.39 663.70 195 15 3.9 RCP 1059 671.59 671.39 675.96 DI -38 20 1060 671.65 671.59 35 15 0.2 RCP 1060 671.65 576.02 DI -3B 20 1061 668.00 667.00 119 18 0.8 RCP 1061 668.25 668.00 672.61 DI -3C 18 1062 675.50 668.25 202 15 3.6 RCP 1062. 675.70 675.50 679.95 DI --39 20 1063 676.00 675.70 27 15 1.1 RCP 1063 676.00 679.95 DI -3B 20 1064 671.50 658.00 71 15 19.1 RCP 1064 671.70 671.50 676.18 DI -3B 20 1065 672.00 671.70 35 15 0.9 RCP 1065 672.00 676.18 Tal -3B 20 1066 664.60 657.00 59 15 12.9 RCP 1066 664.80 664.60 664.80 669.68 DI --3C 6 1067 664.81 664.80 35 15 0.0 RCP 1067 664.81 669.68 DI -3C 6 1068 64$,00 642.00 205 24 2.9 RCP 1068 648.00 ES -1 1059 670.00 664.80 163 15 3.2 RCP 1069 670.20 670.00 670.20 675.74 DI -3B 20 1070 670.50 670.20 35 15 0.9 RCP 1070 670.50 675.74 DI --3B 20 CONSTRUCTION ENTRANCE C Length ROCK INLET SEDIMENT TRAP O DIVERSION DITCH OD ---� ROCK FILLED CHECK DAM 6 RPCD SILT FENCE CULVERT INLET PROTECTION (a CROWN VETCH PLANTING vzz//� 4 4 1066 TEMPORARY RIGHT-OF-WAY DIVERSION t TEMPORARY SLOPE DRAIN , 2 OUTLET PROTECTION SUMMARY Calvert Width Length 1054 4 4 1056 6 6 1061 5 6 1064 4 4 1066 4 4 1068 6 6 POND RACHEL. CARSON 48+00 11.5 11.5 POND RACHEL. CARSON 59+°oo 12 12 (All dimension are feet) Class D Q Al 15 B Al 24 12 Al 18 6 Al 15 2 Al 15 2 Al 24 13 Al 42 10 Al 48 58 t.T H OF zRonold A. Mislowsky, Jr -z CERTIFICATE NO. 020674 � REGISTERED PROFESSIONAL ENGINEER F4? COATN ARW Sff SHffT 14 ,7R4P111Cr e -WE 150 25 0 50 100 ( hV ter ) I hx* = 50 A Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Londscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 P 540.665.0493 r -r,7 -u✓ 11CY1JL rcr1 WUM r UUMML!►!J 1.X.IV. U.J.J. 2 11-10-04 RAISED FINISH GWE AND tffkff1£S 2 ffET T.AX D.J.S. 1 7-19--01 REVISED PER REViEIF AGENCY COMMENTS J.D.S. R.A.M. NO. DATE DescmmoN w CWD. REVIISK)W T No. SHENANDOAH rs14210 CHEL CARSON .TSR. STA' 45�U4 TO 54.60 1�o1 AAT Af RGANSER DRIVE SHEET GBADIAIG AMD E & S PUN FI -3-1 FREDERICK COUNTY VI,�r,'11V14 nr 41 IN 6z cs CS 111 i x \ ♦ # 1 DEILN N RlfiCrLIREr 0 RM Et =644'40 STM STR 1110, DI -3B, L 18SF �----STMsly1��R 1r122-DI=�SFB, L= TOP=688.29 ; , STM STR 1 r 14 DI -3B, L=20 \ \ ` \ 1 I ' / -TOP=666.4.2 ` { STM STR /1 1 1 1, DI -3B, L 0 / 68fS \ SFS , _ _ - QETENRION PIVD TOP=691:61 / - Sf � � �` -- � � TOP=684.32 ! � �` : � _ , � � \SAPSUCKER STA, 9+00 \ � r 1 1 ; ! ? I ` � _ _ w - s i _ - y r � �p r SF' - - -- _ OPEN SPACE '100 YR FLOOD ELEv=63784 1 S } Ir ti - - STM STR 1 r t 3r DI -38 L = 20 q _� RIP RF1P �� oICr t I I _ - ST --- 1 - -.. ' �� I � / � � f i M STR 1e1�� D!•�38, 12 VLV TOP=677.74 \� I I 2:1 S10t SCOP TOP 6Z cf 692.40 f B 082 0 �` 9��q $ 681.(10 FF. 589.00 STM 1STR 1 17 15 D1- ~- ` - ` \ ♦ SE r e F 6� j - F. 68(100 Ff 687,j v ♦ / r TOP=672F.11'3 65G / r , ti`s F 686.50 \\ ` °RFC / ' ] ! '� \ -- if b0 F�` �6� 0 \ ♦ / �� -a e \ \ F1 \ \ -_ /'`' ,� I STif QTR EC- 1\RLQU.�RED 4 e• F �� /' v� 86.7 \ ! IINI! OUT=666.00 , \ _ _F • 6 / 1 W FF 68340 � I ,' � -- ! ( 11W B -- .- 1M 5TR jEC- r R�LQUI\RL r X F. 90 r177,01 F, 673.50 OUST=664.0}� f SIN}S� M 0 66450 � !OB.F. STM --ST. \1405 D1� 'C $- E'• s STM ST `x'10 ! 3B, L = 1 r f / TOP=669. \ / _ ,� i6� \ op TOP=68 ♦ ` a 7 ^� `��E • c1c ! h x ..1 .r 690,80 OP F . 1 •,_ � \ STO �, ' ,, FORCE ASI PT STR 1 1112 D B, L 1$ F.F.6R� - I �/ x ✓ e f ` - ' 6` PLUG • IGH �' S7T;�t S R 0$ 1 B. L 2 w ¢6 F 20' SEC77ON OF \ ` c \ ��g� TOP=69 i.i 10P=6 4. 1 F, 687,70 ! j (/ - °P ` --•_ - / , �, / IGH -- �q \ ` I " ,! 6" PIPET 1 e e e f \ \ \ 1 / FF 6865 J / ! `F ' ` ` p 1-6 G.V. \ . / e -- ` _ _. /� \ I �� Ff x8 3_ `` ,p \ ` 1 y Z HND C�1N5T�1CTi0N -- - - - - ' ,, ,� �..;- ~, 't �- S 1 10 1 ` �. 5�5.,T0 � � ♦ \ \ � `° _ 7 1 STS S � 1,7,Di'-3C, SECTION 1 o / � � ,� � s�$ �- \ - � � \ � � _ � TdP=67 \ 2-4" 45` DS rk t - - _ - 1682.00 ` e FF. 4 4. ,- 1 \ 10. \ \ f / -� ii i PE e / / �r 1 -L=/*- '`, e , \ STM s 11 3B, L - 20 _ r sTM QTR 11 7 �, - , \ o \-'TOP-7k77.FF -_F.�.I6 74 681. - C _ • TOR=669 9 � r 1 \ - _ `� 1.40F.146&r4• . \ of sr�. 69+93,01-RAGNEL iARSaN'DR.- , , � � PEIr� - _-- - _ r ,�,� -� � � err� � 4o P E STA 0+�10-sn€�s CKER L�� t _ ` \ \ �~- �1 � � _ _ v_ � FF 678.00 l �� ` � `� � � - � �. �. � �, ~ � TM s`TR ; 1 f � CL 0 ` r \ F.F. 672.3fl' \ TR 1091, D 3 =1 F ) FF 675.D�' F. 611.0 11 D► --1 y k \ 1 \ \ 1 �. ®!so N TOP=674.0 STMT R6 DI 3B, L 12 (� ` �; � � � �. - .. TOP= .8.02 F • � i' a� \ ♦ s� � � \ , ` ! ` 1 ♦ \ _. � � � • ! � \ � , i° 691.60 ? IFF. 69130 � ♦ �` � ' � � \ � - � � cn 6926 6` , +� \ - \ J t, �\ M CO a CU .� r F \ 1 \ I f 1 B. g 6D ,-\T 670.19 9 D1--38, L 10 /' c U) _Q cv X60 9',F �, --�... • 6 _-- - 666 , � �, x 1 `\ ! �, �' g 5826© 4 1 \ 171- r 1 a� Q cs> 6 f 663.60 f, 690. ' 1 'STM 1 TR a -38,` _ Y _ \ \ TOPT664.Q t 1 i, `'` _° ro c� c7 10) 681 00 1 1 TOP 68 0 . \ - _- STM STR 1 D1 _ I \ \ 1 51 ! , off vi " � � 613. � 4 � r` _c aIS / I 1 I F^F. 50 -TOP-66731) \ 7 Tk 1103, , L=20 y F 6645 \ �" 9 _ 0� ° ' LL / J 1114, �/ AFF ~' -- - \ 74.01) F. 613.30 � ' ti 1 ' \ - �- 686.E ♦ \ 614 a0 F 6434 ! y� - r -FF.43,70_ F 6,34 F.F• 1 G77.ZQ . -- F.FZ6T � r tY B.F 5 rE3.F` 67.2,30 F:� 6�4fl t3.F. ✓ 11 � � _ � ._.,._. , \ � r ✓ 74.70 _ B,F. 668.. \ ST T 1093,�-DI' C ' �c10 STM T 1 CSI -38 L B.F. 610 4 ♦ \ \ \ �' 1 ! �` s 6 ~ w 0 vs• 1 / / �� .� SSM 1STR� � x� x � � «, 4 j \ ` e '�. � � � L_ TOP=685.3 ♦ 1 x 1.3 \ 5t \ ,` c� - _ x \\ ` '� \ .TOP=667 92 \ \ 4 STM STR 1078, DI -38,1 =20 y . - r 4 `� \ Cf)'TOP=6$6.45 v 3 ` 1 ! 1 S Tj LUNHI5+ _ - 9+00 - 5 S P� x \ = c 1NI/rJJU 6 fi. 0ffi9 62 C109 �� C� � o `. `. L -� � 189- I6a \ +00 \ 8+Q0 �~ SIG ♦ \ \ -su ST rSTR 1079, �• � � � ` � � \ ; � �� f .� � � \ �.� �, `,l FF s � �. � ` >� � � X 1 r 1 673:4 � I` IN .IN=681.25 \ > ! \ 82.(1 r 0 Ca STA 66+88.15-40t \ `- \ �` r Y `e \ ` 1 \ \ f j ` 0 ` 9'9 6 u, L' --I RA EL C Dft = - e 1! r `. \ Ff'i9 \ \ NIF/ STA. 0+00 -GREBE DRNE �, \ e\ l \ \ 311 ` ,�_ _ - \ \ 4 t, F \ \ 6 P. , x _ 7 .4 r 1094, D 3 L i \ _ 41 RIDGE\ \ \ t TR '17r I ♦. '� ?R'OPERTtE6, INC. \ IIS . 75.0 - _ FF d SfM' sTR 1 I DI-�38 86-A--2730 �� e _ r r t 1 \ f \� 0 1\ 1 1YD t. \ t 1 \ t 58�, \ 1 a L 2- e , } moo. , RFOD �, - f STM T 1 ` 97, DI- B) L 2 9' 684.00 I IOP 674, 1 4 �' T.F. 674.49 _ - - -.J 1 L to IM Ski R-10 7, 3 , _ f 1 4 - \ \ TOP -6 .5 ; 68r�,00 1 FE 680,00 \ `F.F-618.2 ` - P`-6 6.25` 3B L -1 r r a\ a STM ST 1072, D1-�X, L-8 1 6 \ 1 r-� 1 1 \ I -- FZ -�,� , _X o ` - r TOP=682.: 1 �' p k \ 1 ' J l 1 - 1 c o w r \- I , 1 t \ !ii STM 5 R 1 3i < r- u� W ' 1 $ STM \ e TOP= 66 c 1 o ut - w r _ �-�7 J i..� ti SIM QTR r X73, DISC, _ , TOP�6$2.33 a,Q \ RFC j ( ` - ti \ ` \ ,,; r �`+ w z ; \ \ } jti \ , , ¢ f- o w o of w LIj xculvertSummary- - `` \ I `1 1 e _ 1 RF•CD °Q \ `)> c i , ~ Storm Inlet Summary / / `r 1 �` Q i ti > > ` ` �' ! 1 t ~ �p�16 \ \ t Culvert 1 In Inv, out L(f D(in.) S(P.) \ Type Sir. N6-Inv,Jn Inv. Putr Inv. In. Top Edv. Type Throatjf I {{ 1 \ 1 r �y°� 1 a L i - -- \ �! - �y6� ` A \ \ \� \ f ijl w o o 1069 670.Q0 __. Sf�4^80 -- 163 95 3,2 � P 1069 670.20 670.00 670.20 1675.74 DI -38 2C7 1070 ! 67 30 670.20 35 f 15r ~ �9 RCP 1070 670.50 675.74 D1-39 o 4 4 % �, , y / ? \ t RFCD 1071 675.41 670.20 84r 15 6.2 RCP \ 1071 675.41 679.78 D! -3C #4 1 1 072 1 1672.50 670.7A -�3 18 1.9\ RCP \ 1072 672,70 672,50 9,72 i0 682.34 DI -3C / 8 w ` ` � y \ ` 11073 , ; 673.7 `- 672.70 35 18- ti 3,0 RCP 1073 673.95 673.75 r 682.34 DI -3C/ 8 I i 1 1 , \ ! / 1 5 \ ` ♦ \ ♦ \ ` \ STM\ RES --1 RL t�IR ` 4 \ t :10741 675.00 673,95 60r XkQj 18 1�7- .ti RCP 1074 675.fl0 ES/! i I' j 4if i �1 , ' fl j1] jk� , - 7 r Y t o 1075 saas7 � _ a C� ! 676.00 27 15 11.0 RCP 1075 1681.70 681.26 685.38 -38 20 Q ! �i� !' � 11076" '681,26 68140- --" 27 � 1S \1,0 \ f3CP 1076 681,70 fi81.2S 685.38. O[ -3C 12 � � i \ / \ 40771 683,00. 681.70 i2 l5 1 1 RCP 1077 6$3.00 •'' i t 1 � 1 \ •� { �, \ ccs \ , �,\ 1078' 680.50 672,70 160 ' ; 1 \ `\ \ J 15 4. RCP, \ 1078 680.70 680.50 680.70 .686.45 DE -38 20 1 \ l / \ !� \ \ 10791 6$4.25 880.70 20 I 15 2.7 \ \RCP 1079 681.25 _ ES -1 ( I }1 I 11 , ` ! f I 1 \ \ \ \ F.F. 6�1�,7d F 00 1080 682 50 \, 680.j7 35 , 15 5.2 RCP1080 6$2.5QY 686.45 DI -36 20 I 1 , t ' 1 E ! I \ 1 t F>{ 8430 F.F. 682.&01 F.F. 6$1.90 F.F, 679'00 F,F. 678.80 `� F.F. 674,70 F.F. 674.OQ \ \ . STM -STP, I RE�jIRLD 1 1 \ ",Q � Rik !1. 1 F .68430 f p 1 V � \ �` \ 11 \ \ ! \ \ '\ ; I 1 fo r , INV.OUT=670.70 1 s STR 1071, 0I -3C, L=10 _ri Inrg.u� c SER i 1► \ =679.78 / / 1 Q ! \ 5 Cutyeh Summery``rm s '-StoInle'tummaty S- -__ ._ v _.- _ .i •4 I 1 f ` \ �, i '� � �Fi�R �' ' `� '` ` , � V• �� -ii ',teft Inv,, In Inv. tout 4(ft) D{in.}' 4S(X) ' Type • 5tr. Nom Ind (n Inv, Out Inv. In. Top Elv, Type Thraok 81 557L$0 634.00 89 18 ° fi.7 1 1KIP l,. 1081 657.85 657.60- _ 657.-80_ --.663.74_._ -D3-,3C - - 40- - -- -- j +• t 1 L / `}} p �. \moi s a 1083 673.7 664, 5 170 15 } 3.S 1 RCP 1082 664,E 663,88 664.08 668.17 D1-38 20 �OU1 PRO1Ci111+�Y /� 1082 663.8 657.8 011 195 15 4.6 R P 1 1083 673.45 573.07 676-99 DI -38 20 r 1 ` Qx , ' i � _ CuMert Width 1.engtll p Ip Q 1064 674.70 673.45 4$. 15 2.6 RCP %1084 674-.-70- 678.82 D1-38-. __20__ ` , `n9 \ 6 10!3,5 665.2 664,08 51 1 15 3.2 1; RCP '1085 1 - 1072 9 17 1 1 Al 18 12 \ r S I � ` 665.72 -- 670.0 DI -36 20 1 � � r '\ / / � r \ I I \ •, ., �. ' 1086 658,35 657.86 271 18 f 2,0 RCP 1086 698,60 65835 658.55 663.74 01-3C 6 111175 4 / 4 � IAl 1 ! 6 1087 661.50 658.60 ] 1 1 , 15 ! p,6 1 RCP, 10$7 66 .70 661.50 ` 666.22 D6; 38 18 n , l 1 1 ` \ \ ' / r C r \ 4 J 1 ` jArSTiL q 1088 66 i -88 661.76 27 / 15 I r0.7 { RCP \ 1088, 1, 66rt'.8$` `- 666.25 �DI-313 r 6� f'_�a 9+00 6 5 l j Al 115 1 , 5 . \ \ f Fj i\6 T 1 ` CULVERTS BEFQR I ; y Qb r / , oto ! / 1 '� � 3 ` - l ` O ROAD �� -.v 17$9 659.60 65855 1 181 j 2.6 RCP 1089 , 659.00 \ � � _rE5-1 � �- � % i � � \ \ +,t / J i. � . � � - T1190 652.95 651:90 5� 2� 1.8 ti RCP � `"- Culued �.illdfll t�nglh fClOss 10 l ' � � � � j ! w \ ! � _ 109❑ 653.15 6$2.95 - 667.92 DI -3C 8` f l f ' �wGl f _. - 1Q91 653.64 65.15 27 24� 11.8 1RCP \1091 653.84 653,64 668.02 01-3C 10 ` 11191 12 25 1 r 118.0, 16, , 1 \ S / 'C' /l s / / ! \ r 1 e \ 10 2 655 -a0 65 .54 j 133 24 5 RCP 1.092 ! 664.30 655,8 656,00 670.19 DI -38- --10- -��911 7 12 41 24.0 2b.6 � ' ` � 1 4 J �, �� f - � � j , � � �s8.g� � F 6� $� ' \ \�\ \ � 6JS i0�3 �665r25 66 .3a 85 18}, 1::1 RCP 1 93 \ \ --677.17 '01-3C 8 1105~ 5 } Al / J&O 13.0- 'I 3.0- / ' \ / 6�.9fl F,F. 61,.6 �'F _ 59,Sfl $F.`65960 % i 91, '\ , ♦ \` �` j !�: `~J 665^45 665.25 709 65,75 fi1j5.45 27 18 \ 1.1`` RCP 1694 666.00 \6 5.75 \ 671.14 01-38 16 i 115 \ 4 � /At / \ � �` Q� \ � \ � f1 H 68.1,053 F.F. 68 .30 F.F..676,90 F,F. 676.90 F tas 6sa �66.bo 07111 15 1-s \ Rim ` L f�f� / �6•o f c ♦ �p ff 683.60 FF. 6Y3. 1�6 676.75 668.45 21cJ 1095 568.45 66 25 65 ,45 \ 673.95 131-i6 '2a (Wr dmaerla are feeE} / 1'63.6 15 r4,0 \ RCT\ 1096 6`%&.95 676.7 676 95 681.55 D1-438 20 r 1 / B.F. �7�1 B.F! 67j60- `B 672 b0 �.F. 67{) F1� �l.g{) B.F.BF6J7. B^ 109 � 582.75 V676.95 168 i 5 311 'ACP \ 1097 \ 682:9 682.75 \ \ 687 5 01-36 20 LEGEN 1098 \683.1,3 , ,68 .95 27 \ 15 0,7 RCP , 1098 683.13 \ \ 687,6 DI -3$ 18 1099 %58.52 / 65 .81 116 • e 1.5 t RCP \ SILT FENCE 1100 1049 658.77 658}x2\ \ \664.00 01-1 ! ✓ / \ ¢63.38 658.77 207 I5 2.2 1" RCP 100 X63.58 663.38 667.50 �i?11-1/C,-�5 r �\', \ \ 1101 669.88 '663 58, 207 15 3.0 RCP 1101 67608 669.88 \ \ 67400 Dl�i ` 1102 67a.0z3 00.oa ( 217 1 s 3.8 1 RCP , 1102 \ 67x-08 \ 82"`00 DI -11\ �ONSTRUCi70N ENTRANCE UMM/1 1103 568.50 668. �-27 15 0.2 RCP 1 1103 � 668.50 74.01\ 01•-38 \ 20 1 \ ' ` ` ` . t ♦ / / r / � � \ 1104 677,1 6zs.95 27 15 r a.7 i RCP ' 1 1 / 6�ti �; 1 _ __. __ $F STM STR 10$1 D! -3C, L 10 1105 665.1.0 66"4 00 � 5U''' 18 r 2.0 RCP 1 0 104 677.13 669..51 SDI -3B \ 0 \ \ / � � ; , ` r • , 672 � - \ / i � �F STM STR 10&2 DI -3B, L = 20 � _ � � TOP=663, 74 � \' 0106 665,x'3 665`39- ', 27 18� 1,6J RCP 1005 665.30 ;665.10 1 669.91 DICC3C INLETiPROT1={^TION CVLV&T fi L!'7 S'EDI �P , \ - j� r / / r 0107 672c50 6fi6.30 39 j8 2.6 RCP 1106 !666.30 665,73 669.91, DI -3 12� wt \ TOP=6619, 1 7 �1 `!�- ' \ i 1107 f 672.75 `,672.50 672.7 677.711 DI-3�• 20 1 \ STIP. 61+69,97-RACH CARSS)N DR.= r 662 $F LQ 1108 670.80 672.75 18 � , '15-( 3.£1 RCP 1108 680.00 679.80 680 o 6x4.3 0I-38 ; 20 DIVERSION DlTq,H ©D-- \L_ I - STAB+DO-OSPREY LANE - e SF _ STM STR 1086,,01-3C, L=6 r Q 1109 683.80 680.0cr \,210 ' 15 �tt8 Rep 1109 j 684^00583.80 � 688.39 DI -3B 16 1 � - �� ` r STM_. STR 1-065; D1- Jg Z-2�7 l ` U I� 1110 684.17 684.00 2 iS 10.6 RCP/ 1 i 10 , 684.70 f` 684.17 / 688.!29 01-38 I 18 ' IJ 1 1 ' \ '�� ( %s ` - / ' TOP=663.74 / 1111 687.00 684.70 1 1 r r1 A. RCP 1111 687.20 687.00 / 6 1.59 DI -36 20 ' STM STR 1070, DI -3B, -20 - o ' STAI STR 1083, 01-38, L=2 1'OP=670.09 �; RDCK ILLED CHECK bAM RFCtS �"� �_ - - - / 1112 677.49 687.20 27 " +5%0,9 at�� Re 1112 677.49f l.si DI 3aJ is 'F } F r -- �© / r �` �F TO1�-675. i 4 \ x Sf %S6 TOP=676.99 1113 673,00 572.75 27, � t R•CP ry113 ! 673:00 677.74 DI -38 20 / \ \ fes, ✓ r'' - - ' -SAN-- 1114A,1j! 101 r 680.20 680.00 27' I ,7 ` .RCP 11 14 -680.20 / 684,32 dor-3B /'20 i -- - 1 a 15 656.50 666.00 48 15� 1.0N Rdfp ' r % l \ \ ~� , $1 STM STR 10$4, D! 3B, L=2iJ - - .•� SCALE - 680.00 666.6 666.50 666,70 672_10 DI -38 - 17 '!LT FENCE !Nr ET P OTECT70N 1 �+ �+►�s --�� STA = 5 F00 n - s _ _ 1116 667.26 666.70 48 15 t.2 ``. RCP / e ♦ 1.7/ i9- /�i/%�ii �7 � SF, 2 r ` RIM = 672.00 r �. 1 F116 867.26 671.38 0��36 i 2 i TOP=678.82 .� 1117 667.13 666.70 66 ,1 S �:7 f \RCP 117 l 667,13 O 672.64 f)1 -3C i6 r ' - �, STM STR x'069, DI -3B, L=20 - INV IN = 66_4, 00� -� - -- 1110 606.31 656,70 56 �4 0.6�:,, ase �� {k1� 056.31- i s63�o� DI --1 .r r -' i I 50 .Z5 \ c�' \ 50 �&(� r - TOP=675.74 INV QU-T- ' 663.$0 CJ�OWN VETCH PLANTING - 1 L / cSy / .- _ PROJECT NO. 1314210 by_ , o ,�,� STM STR IEC- i PEQUIRE - _ _ _CPE+ -FACE \ TEMPORARY RIGHT -OF -AWAY DIVE Rs7oN f 1 INV. OUT,=657.00 �- - oATI;: 3-1-01 ' _ r r,nYftJF�AI �` �.� ` "� - - � 4�Fi'�''�" � �l � i� WN(I l.� �! TEMPORARY SLOPE DRAIN TSD FOR CONTINUATION SEE SHEET 13 �` SHEET 14or- 41 Culvert Summary - Storm Inlet Summary vi rV, Culvert Inco In Inv_ Out E_(fk) D(in.) 5{%} TY1se Skr. Ev1a. Env. In Inv. Ouklnv. In. Top Elv. Type Throat U 1119 653.75 651.00 45 18 6.1 RCP 1119 654.00 653,75 654.00 659.59 DI -3C 8 DETENTIO POND -.� - - - - _� 8 - \ a - EG -1 REQUIRED `" e 1120 656.00 654.00 66 15 3.0 RCP 1120 656.20 656.00 660.69 DI --3B 20 ,BUNTING STA_] 1 � � \ ? Ir ~ SNI OUT=X00.00 I > `� [ ,E( 1121 656.75 656,20 27 15 2.1 RCP 1121 656.95 656.75 656.95 660.78 DI -3C 6 m /� 1 f ! ,. ' r��'�r1r 1 122 661.90 656,95 145 15 3.4 RCP 1 122 662.10 661.90 666.42 DI -3B 20 - '-- SF I j j j i. I 1 / / � �' ` 1123 662.29 662.10 27 15 0.7 RCP 1123 662.49 662.29 666.41 DI -39 20 �v4)�/ 1124 667.90 662.49 158 15 3"4 RCP 1124 668.10 667.90 672.39 DI -••3B 14 -RICK/ /" , , �, e ` 1125 668.28 668.10 27 15 0.7 RCP 1125 668.28 672.40 DI -38 14 / r / / '��+ i j , 1 j / i 1126 658.33 656,95 149 15 0.9 RCP 1 126 658.33 662.33 DI -3C 6 ! ,�j / // ,,,� / / \ j ,r \ l J f > "' �' �1 �- 1127 655.00 654.00 27 15 3.7 RCP 1127 655.20 655.00 659.59 DI -3C 6 ( / ` ` �� 1128 655.88 655.20 80 15 0.8 RCP 1128 656.08 655.88 660.00 DI -1 1129 661.50 656.08 89 15 6.1 RCP 1129 661.70 661.50 665.66 DI -3B 20 J j f t. / Q� / ✓ / ! / ,� 1 lr v 1130 663.54 661.70 64 15 2.9 RCP 1 130 663.54 667.66 DI -38 20 �G�4 /� / / / / / fs , i '', l \ �1 j / 1 / ~try`r��/ 1131 643.50 641.00 76 i 5 3.3 RCP 1131 643.70 643.50 643.74 652.04 DI -3C 6 / A ' ��'�� / F,F 6B370 i (✓ / s 'Y ' w \ I r �I 11 l f / t 1 r •j'- `! �r�r �4 a i 132 650.08 643.70 112 15 5.7 RCP 1132 650.08 654.20 QI-3B 20 �; �. • /� I' �(� ! $� 1133 644.25 643.70 147 15 0.4 RCP 1133 644.25 646.75 DI -3B 20 654.7 .� 0 , 1134 656.50 654.00 43 15 5,8 RCP 1 134 656.70 656.50 661.13 DI -3B 16 ,5'T TR - 26 D1 -3C, �=6 { ..- - I i / I .1 0 t / � �'r ,/ '� o a ,"R4o � ._` - "--1 1 / / 1 657.00 656,70 27 15 1.1 RCP 1135 657.00 661.05 DI -38 20 ��. ��, 1 t / / f / / /•, SQ '�i� 113s �e o 651.77 107 15 7.7 RCP 1136 660.20 660.00 664.17 DI -3C 10 ` 1 rF�Q� 1137 660.25 (20 27 15 0.2 RCP 1137 660.25 664.17 DI -3C 12 -777q i �-`f (( GLS ' CN f'I �3 656.10 655 70- 4Q 15 1.0 RCP 1138 656.30 656.10 663,33 DI ---,3C 8 DRAWN BY: 1 1 0 \ r /G3 '`' / / , �t / ! U OUT 29 00 4 Z / / / ti " cr f /t j ' -� 1 4' C "w �R�/ 1 139 .656.45 656.30 27 -= 1 0.6 RCP 1 139 656.65 656.45 663.33 QI-3C 10 i � MINAL '' / r ` i �- +sty / / / / �, > _�� 0/I/� -�.. '` -. �'' - - 4 w Il■/\t (1 i�/`1/=y 7 r - -' % 1 / r1, / ! �� ., i'. N 4.0 65 (656.65 1$ 15 RCP 1140 656.88 661.00 QE -1 Z /1 `'� . • , � / r , STM STR_.1135 DI-38,-,L=2L) �-., �'{ 0 w �. r'CiC` i. '� L w Q. ' f / / -TOP--66L05 \ T'� ,r ` F c ,{ry �R �_ ^.r„ �..r��/... \ fiUTLE'iTMtDTEC11dVSUuIAANY ? ,i TM�TR 1 `1`3 [J� �1 L = 1 6 " '� /VOr. LL ir C3 FOP= 66 .1`3 ` L'o �r-� sn� so 20 1 1s.D las X o i t, , / f �� / s \ \ , f / ! / i DETENRON POND / / / �' -_ \ NST '� _- " 1131 � + At 15.a a:s � E / t / o �. 34 Al 0 L3 G.P. / _ 61� / ! Y SF \ �/�' j t► +` " u 1 J , - - •_ _ ! 1 l \ if36 4 < A7 f5.6 4�D / \ 1 I BUNTI Q STA. t 0 00 / / t / SF QN , -, n�} �i ! , tp cfl \ f / \ STM STR 1132 131-3B, `L 20 ^` ` ` /" ` ` h 1198 4 4 At 15.0 5.3 r , Ee- I RI UIRED / ,` \ ` \ , 100 YR. STOW ELEVFXJa- s� _ _ wFo It � ry/� _ � � �, + 1 r / r' LL L.: II / 1 ` \ .s f `- �. TVP=654.20 \ �- _ -tel \' 4SAPSLCXM12+86 6 5 At 15 3 j r '' / / / . CC7�' \ \ \ I I ! / !` '� ! �. SF --__ _ _ \ O ''� ` )f "•� \ D BlfNtiNG 10 09 8 5 A3 15 1 cl, to / / INv. OST- 625.�d / " / \ I I f _0_PE;��S',' _', / �`s�- - _ \ - - ` + / / /�• _ t / ` j � --� � ` � '� PD17D017M88 15 34 Al 18 343 /% / ; / \ A N i Lt \ ` 54 a �. if \ �� 0 a Pcm) 1240 1s 13 Al 24 21 c3 ,/ / / , / �o� r, e \cry ✓ 6f a e ` - - - - �`1\ e l�urazz 1s 34 Al 1s is r/ / / ! 1 I � _F e ` e \ � ` r� '�S � \. \ � _.. ��'•--Sf '�\ ~ _ - � '- � • �' � ` \ r \�enpmialeieuxan �c.P. � �� 1� . I.F. 650.E�� \ Ei - B 656. p / ✓ \ `I !' ' �','�� \ / �� 65` ` \ F 64770 i c^ OPEN SPACE 1 i / r > � � ` � \ s\ , � --- \ \` 1 0 1 \ \ ` F. � 5460- �/, / f � \ � � 1 1 J STM STR �,�� / x �� _ •60 ; , FFe - � \ \ G,�g•31 ''� � \ \ \ � �\ � ._ 0 �1 --660~- \ / �4a �' �a0 64z2GE 1 FF/649 , \> `0 4 '� ` \ z 111 \ } 6 1 ) STM Y127 Dl� 3C, -- j �' SD t �F 64D- r ✓ _ j �� i I / 1 t TO \ \ / QRS' Alr�` x ; 1Q F, 6410U / / • P 1 FOR MAt - \ 1 STM \1128 - f / ,STM ` A9 11 I•-•, �,L=20 I �' � y C) / STRUCTURE f / 1 r r> e P , ° ` I ! , s TOP*0 00 � ____ . k� TOP=646, 75 �F 4 6p i I { �; n' / , P STA, 12f80 _ / / r \ ` - ''" I I 63&6p i r f; i CL / sfC . �--- SF /. 1 / , / / ` f �i. \ \ 1 `\ \ \ 'x�! I 4 j \ \ 664 I �� 1� `' F i x r \ \ \ \ 1 I 1 / r' Q) U) _ ` S -`MIR 1 122 -1)1-•3B, L= i { f r �b ` r E ` _ ` ! C� \ \ ` , f (D o --TOP= 666, 42- " cco / ! \ GO cV VI -34 1;.- l �7i - _ - ` �O YS"TM QTR I C--1 13L' JIRE1 f - 652 ! 4• ' t� •I _.,% / / '�i% •� TOP=660. V �C \ , ® I W. 0,01 = 65400. ' is1 "\ �- -_ ' / `� i � % / � � )' { / ` I f w � � -/ f , �1 �� r -_-•% / � Q �•�i M 9TR 142-5 DI�3B, L= r P. , 1 i ti / TOP-�672.4tL _ _ � ' % ` `°� %' STO ` ` P Cl N o 6 � �6 \ I k / -S! \/ ' �a ` ; / ,i t / �� - 4 _ a ,• / 1 Tq?M1NAt a /- �// 'Q a F e ° USHING / ea _c o 0 23 E3 \ -f' _ - ' ! / r _ LQ W F 5 �, (1NNECTION / i / u, ti c ij ' F 4 C��3' - - "or° • TO " 6�i . ' %\4 \ \� S� � i 1 / f / � J 6�k� � � � Y � � r F" _ /� / 1 � t - L' YLI i , Qy" rtJ +y� ; •- \ / �� Cj�i f / `LL S�S-TTP j L31 -01-3-C, rL=6, / / r E" 5TH? TCCA -650.04 T _ / / f LEGEN t / C3 B, L=2p - SIG ! t XSIFEMCE Qpa x ST STR, 1130 DI.39,1L�2 `` - STM STR EC -1 R j SF-- S��,LLj�SflQ �,.��q.�P ��, V�j ��,` �, �`TQP=6�67.6t� I � f I �- e �,,lNV. OUT = 64 r - - •6•3B•,. _ �� -_ - �' // ..�'' rUi r / 6666 Da _ 11j FF // h�`� 1 i f f j / > e r 1 ', �,- - - f / / ) ' ><- o 1 W /''' __ CONSTRUCTION ENF ANCE CE w v 10� I 1 r f 1 I ; \. a �. INV. OUT = 624.00 _ ...'�"_ _" �- / , / L -}- f - gh S1fM S 7 4 DI -38, L- _ - `" �F ! 1 , , 1 �"� _ �. \ e �'�' -- r �>�`�.tE ROCK 1 L f EDIMENT TRAP r - . / S14�1iR , e \ `. \ -.i -�;� ^��© E 1 / \ - DETENTION PO D �`•.- ` �'�� - D v�11oN DITCH DD +y \ -,GREBE STA. 2 ` \ L.� �✓ / a c A0�1\�-e , / C F • j, �p ,� t © t `� ' G :✓ \ ` \ -0-YR. FLOOD EL -6 9.41 '� -, ., �v1 `� FROCK FILLED CHECK DAM RECD +� x R`� r' STM SIR `7`�REQUIRt=£7 �,_ 61 0 / \ INV.\OUT - 55. � ),Lj_ 0P �' ��' / �, ' _ �� \ STM SST 1 f� D'1�3 L=g\ �t SILT FENCE CULVERT INLET PROTECTION SIGN TOP=66; 3 ` \ \ \ \ \ 3 N E q ST STR 1 39 Dl- 3�q 10 CROWN VETCH PLANTING a z d ,f �, F �� ,'\r •Q OO �, \ .r � " _ 1 - :� 1 SID © a 4, �- � o � TOP=67 - �!- / ��ti� / - - �> ST S R 1�D fSP�-1 �� + , s / ! �' r� I •'�., _� TEMPORARY RIGHT-OF-WAY DIVERSIONcq ' �' z OP=6.1.00 I L M war c} o xn v1 < F z 0 W 0 W - I / r ni• ' 1 I / t ! r' / /' TEMPORARY SLOPE DRAIN r d 11-1 cr a 1 • 0 =6 Im TR •• -.\1 � ✓ � • 6 ,l ,\ �. � f S1G �'� 1 � � � / r / ! / � `- � �` © \ TR 1091,_ 0 3 r a 676 or • - \ \ � / ,t ,k ! •fie \. � r tlj / / G � � /r /loll r' r 1 t4 'r w 0'059 = !no 'AN] 664 c / U / / � � ',, •a ._ 4 � \ .` y � \ � `� �� , / / �• � � / ��"'/ / sp G,:,F ` / ! !, ' ��• � / (73 3a 1-03 �lIS I'�S` �, 4 •` �' •�4� • e -, \ _ \ -�` t: �� 6FJ e � �� , .. / / r E C � Fir°�f •`(f � �J Q,��'li/ ' � �/ �• ,--.� .' > / i / �� 1 ''1 `•' ,! o \ ''' \ / ` , B 9�� \ 1 6 / / ' i Q3 / / , s' ALJ /' / / ♦ / t '� y •�- i, .\ CQ�� ` � / / , � / c,�s, / / � �/ •� / �'~ / ' 96" 199 W yl ��' /�- ` V r � \ `� ,` - -` � \, ,..�� -, � .STM,STR 1090, �!-3G; 8 ��•\ e ., `f -.E4 �'F ��'� / - ., � -, '`��' TOP= 65.92 � � \�. 6 � �3j j, � --•- _ 62 / t i / / r� / �! � ` / -�'� / / / G� y�E� - src \ � s 11V1+',`(?l1T-651.90• \ \ �. � t � 4 F, X66}--- � rn� / / �/ / � ,� / \/ -,1 / %4, ''` r G� 0 � �`+i �"i __ 1 \ , ''\ \ \ '.'� k - - y \. sTM STR t;c-1 REQUIRED /- - - -- \ \ \9 t g� 3B, L�=1 Ea. \ \ a ,W. OUT = 651.77 T R 1137 D C, -12 / % _ i \ \� \ \ ` TOP -&64 1 TOP= 66. OPE -SPACE STR J_.--- 666 o -, `� , •`, \ CI DETENTION PND \' \ � T0P=664.17 / � `/ GREBE STA. 12+110 � - - � -. / ra �' / � ' � y� . � � - - - �. 50 25 `Q \ 54 1f1OPROJECT NO. 1314210 � `� _ / J / / ` s• DETENTION POND GREBE STA. 12(00 / / le, / / ` �' 45 {'^ t _�{-, % �;� /• .l � \ t t � i' / / � ! s . IQs e ' 4_ �.'/ ,Q�k / eJ�TfC 1 REQUIRED t % / 1 inch - 527, ti \ /r ,� \ `` 1MV.-OUT=&16.00 �� %.. �� f ./" / !� , - `l s. �. 0E=1 SHEETIJ 41 FOR CONTINUATION SEE SHEET 12 FOR CONTINUATION SEE SHEET 16 ....rte, � \ � � \ � [ � �` � / r ✓ J I 1 \ r 4 =67100. ' 004`z L Jj - - - - - - - - --/� OPE E �>` EC -1 E INV 011E i 1 1 y TM STR IM 674.60 61280 \ \ ��`�� `• OPEN SPACE l�i.l F.F. 674 401 -ff. 674A 1 S STV STR EC -1 RE RED 099 1W.. -0� = 650.0 \ \ \ i} r / - - - 602 f -- STM STR` 1 51 DI -1C, L= ' 1 STM 148D! \ \ 1 1 y RIM=4. - \ _ _ RIM= 864.72 ;`4 01-3C, L=8 '� \f [ 1 i C? -34 1 [ D STM 7 DI -3c,° L= ti �+ / r I ,STM TR 146 � L= 16 % � � � � .�� / f f r / / /fr � • 1� 5OF �I W �' \ / RIM= 65.92 � ,i '�62.00 , ; � r ( I r \ � \ `os i OPEN {-� SPA / / -- � i /' f r / / / r r / �y (P/ q 668 '� 1 \ \ ST 4 D1/.3 L=20 9)5.7 LEGEND SILT FENCE---�-- CONSTRUCTION ENTRANCE ROCK INLET SEDIMENT TRAP DIVERSION LATCH DD ROCKFILLED CHECK DAM RECD SILL FENCE CULVERT INLET PROTECTION CROWN VETCH PLANTING TEMPORARY RIGHT-OF-WAY DIVERSION TSO TEMPORARY SLOPE DRAIN Tc LINE Ar THE APARTMENTS AREA WILL REQUIRE A SEPARATE SITE PLAN APPLICATION. PARKING, LANDSCAPING, GRADING AND UTILITIES ARE NOT APPROVED AT THIS TIME AND SHALL DE PART OF THAT DEVELOPMENT PLAN. 1\ \ \ \ I \ STM STR 4S DI -38, L=20 ;, / /� J . ' % / r ``� \ � \ Top4VAL'� � ` � ��t = . z --- ..._ _ `` f RFC 652-00 a'� / f r / .01 `� STM .STR 114 -38 L=20 \ \ �� `�\ �'��; - _ _,,. _.._ -- 4�' �, r � ,��b� ✓ , / � r r, � •/� / \ \ PROPO D INIERL INAkOCK A! G WALL Culvert Summary SA 1 J Culvert Inv. In Inv. Out L(ft) D(fn.) s(7.) Type 4 -.66 / / 1141 656.50 650.00 Ill 15 5.9 RCP \ \ •,� 1 , , \ \ %6 %� R�- s ' 1142 657.00 656.70 27 15 1.1 RCP INV = 8 / 1143 662.00 657.20 111 15 4.3 RCP 1144 662.56 662.20 27 151.1 RCP / / f �� 1145 661.50 656,70 168 15 2.9 RCP ,\ \ �t�� C} ��.% J(j� / / / f / f / 1146 661.77 651.70 27 15 0.3 RGP 1147 670.00 667.5 105 15 2.38 RCP 670.46 67010 27 15 1.0 RCP SAN�I4 1032 1149 660.25 650,00 51 15 20-3 RCP \ F.F. 662.50 ,,STA = 3+ / /f 0� �� 1150 660.60 660.45 27 15 0.6 RCP B.F. &53.50 f ST 141f DI -3G, L=12 / RIM = 862. / / / 1 151 663.50 650.00 51 15 26.7 RCP \ -P � -A, 5 661.96 INV qUr _ .,�53 / 147A 667.30 664.00 19,E 15 1.69 RCP z Storm Inlet Summary _STM STR EC -1 RE EDS � i f � j � ,/^� // �� ,��® /f �, Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat 650.0 1W. 0l 1141 656.70 656.50 656.70 661.96 DI -3C 12 = � � ,r / � ts1 / �~t 1142 657.20 657M 661.96 DI -3C 12 \ M STR'�4 --3C, L\-\12 1�--T / / ' ` / / t , / / 1143 662.20 662.00 666.78 DI --38 20 '� \ \ \ \ \ / / �C '�► f r, / / Q / "J / ��Q r r 1144 662.50 666.78 DI -38 20 1145 661.70 661.50 665.92 DI -38 20 \ \ \ ` � � � �,/� / � �, ✓ � �- .� / r i � / ./ �. / `hQ ' � -' q,��f� / f � � 1146 661.77 665.92 DI -38 16 1147 670.20 670.00 674.60 DI -38 14 1148 670.46 674.60 DI --313 12 1149 660.45 660.25 664.72 DI -3C 8 1150 660.60 664.72 DI -3C 10 LLj 1151 663.50 667.50 DI -3C 12 1147A 667.50 667.30 670.00 DI -1 OUTLET PROTECTION SUMMARY TION POND \\ \ \ \ \ \ \ � Culvert width Length class D C) ( r r l r /f 1 / NOE[D3M ,`NVIHSn' OA.�'%�,f ICSOWE 50 25 0 50 100 Mw (huF&7J 8 inch - 50 1% T H OF -vRonald A. MA slowsky, Jry 0 CERTIFICATE NO. U 020674 -b- REGISTERED m REGISTERED 1 PROFESSIONAL ENGINEER 22+00 \ \ \ \ U 1141 7 14 1 15.0 8. 100 W. 0 REV.= 64�V \ �\ \ \ 1147A 4 4 Al 15.0 1.1 1149 4 4 Al 15.0 2.7 1151 4 4 Al 15.0 2.4 (All dimension are feet) IN A DETENTION POND - RACH CAR DR RACH CIS DR RUFFED RACH CAR DR RACH CAR DR RACK! CAR DR GREBE Rte GREBE RD BUNT ING CT BUNTING CT SAPSUCKER RD SAPSUCKER RD Standard V00T STA 2+00 STA 9 °DO GROUSE CT STA 19+00 STA 48+00 STA 59+00 STA 12+00 STA 22+00 STA 10+00 STA 11+00 STA 12+00 STA 9+00 EMERGENCY OVERFLOW ELEV - A 628.4 5851 NONE 569.6 634 630.5 838 639 619 639 648 FROf+ttfilE C10*XW ANWLOTAIM BASE AS READ TOP OF EMBANKMENT - B 629.4 586, 1 646.0 569.6 636 632.4 638 +540 640 640 650 638.4 639.4 RIP RAP VOLUME CL A1(C.Y.) - C 12 18 NONE N/A 12 10 7 7 7 7 GREA7ER THAN 6' DIAMETER SHALL BE USED. DISCHARGE PIPE DIAMETER (IN) - D 30 42 18 2036 42 48 24 15 18 8 9 DISCHARGE PIPE INV. OUT- E 618 57;1 628.0 563 618 616 616 624 629 15 630 15 625 l5 DISCHARGE PIPE LENGTH (FT) - F 75 50 112 52 95 90 110 65 W 45 622 DISCHARGE PIPE SLOPE (FTWT) - G 0.04 0.14 0.0705 0.04 0.02 0.04 0.08 0.08 0.08 0.09 86 0.16 85 0..07 DISCHARGE PIPE INV. IN - H 620.9 580 635.9 565 620 620 825 629.5 633.9 634 639 628 OUTLET STRUCTURE TYPE - 1 0I-7 OUTLET STR. 4' DIA RCP STAND PIPE ES -1 V DIA STAND PIPE 5' DIA STAND PIPE 0I-7 DI -7 DI -7 DIA DI -7 DI -7 OUTLET STRUCTURE TOP - J 627 584 642.5 568 633 629 635 636.3 638 638 643.8 637.4 OUTLET STRUCTURE ORIFICE: DIAMETER (IN) - K l5 24 3.0 NIA 12 22 9 6.5 11 4 OUTLET- STRUCTURE ORIFICE INVERT - L 621 580 636.0 NIA 620 620 625 629.5 633.9 634 4 639 6 628 TWO YEAR STORM ELEV - M 625.29 585.03 642.21 567 625.4 625.1 632.5 635.8 637.5 635.8 641.8 634.1 TEN YEAR STORM ELEV - N 627.93 584.21 642.96 568.6 630 629.64 635.6 638.46 638.5 637.2 64.3.9 637.33 100 YEAR STORM ELEV - O 628,6 585.29 643.44 569.9 633.3 630.9 638.6 639.47 639.31 638 644.4 837.84 CLAY CORE TOP - P 628 584.5 643.0 568 630.25 630 636 638.5 638.75 638 644 637.5 ANTI -SEEP COLLAR DIMENSION (IN) - Q 54 68 3060- 60 66 72 48 39 42 40 40 EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 20 30 NONE NIA 20 18 8 8 8 40 8 10 14 010 (cfs) 37 63 12.6 85 11 58 21 15.00 20 1 3 1 010 d1D 0.47 0.31 0.15 0.39 0.19 0.29 0.39 0.68 0.58 0.15 0.23 0.2 WIDTH (FT) 18.5 10.5 10,3 18 11.5 12 15 15 15 6 6 6 LENGTH (FT) 16 10.5 22 12 11.5 12 13 34 34 5 5 5 RIPRAP CLASS Al 1 1A Al Al Al Al Al Al Al Al Al PRE -DEVELOPMENT DRAINAGE AREA (aa) 13.8 26.3 2.8 33.5 28.6 43.9 6 2 2.1 1.1 1.9 4 POST -DEVELOPMENT DRAINAGE AREA (ac) 13.8 26.3 3.8 33.5 29.5 43 10.4 4.5 3.4 0.3 1.9 4.4 WET AND DRY SEDIMENT VOLUME REQUIRED (CY) 924.6 1762.1 255 2244.5 1976.5 2941.3 696.8 301.5 140.7 73.7 127.3 268 WET AND DRY SEDIMENT VOLUME REQUIRED (AC FT) 0.573 1.092 .158 1.392 1.225 1.823 0,432 0.187 0.087 0.046 0.079 0.166 WET SEDIMENT VOLUME PROVIDED {AC FT) 0.32 0.11 0.2 0 1.25 1.5 0.47 0.19 0.07 0.041 0.1 0.19 DRY SEDIMENT VOLUME PROVIDED (AC FT) 0.2 0.15 0.2 0.1 3 0 O.47 0.105 0 O 0.17 WET SEDIMENT VOLUME PROVIDED (CY) 516.16 177.43 324 0 2096.25 2419.5 758.11 306.47 112.91 66.133 161.3 0.37 306.47 DRY SEDIMENT VOLUME PROVIDED (CY) 322.6 241.95 324 161.3 4839 0 758.11 169.365 0 0 274.21 596.81 DEWATERING ORIFICE INVERT ELEVATION (FEE -0 DI - 7 TOP NA 641.0 NA 628 STAND PIPE TOP 632.5 635.1 DI - 7 TOP DI - 1 TOP 642 632.3 DEWATERING ORIFICE DIAMETER (FEET) NA NA 0.333 NA 1.4 NA 0.65 0.3 NA NA 0.25 0.58 CULVERT INLET SEDIMENT TRAP TOP ELE. (FEET') NA 583.4 NA 568 NA NA NA NA NA NA NA NA BARREL LENGTH IN SATURATED ZONE Ls (FEET) 58 67 65 30 76 62 110 95 48 FACE SLOPE Z IN Z (FEET) TO 1 VERT. 3 3 3 3 3 3 3 3 3 35 98 91 BARREL DIAMETER (FES 2.5 3.5 1.5 203 3.5 4 2 1..25 1.5 3 1.25 3 1.25 3 1.25 INCREASE LENGTH REQUIRED (FEET) 9 10 9.8 4 11 12 17 14 7 5 1S NUMBER 0 SIZE (FEET) 207 307.5 3 Q 5.0 NONE 307.5 308 307.5 306 205 NONE 306 14 3 HEIGHT OF EMBANKMENT (FEET) 11.4 13.1 17 6.6 18 16.4 22 16 11 10 25 17-4 TRASH RACK (7R) REQUIRED YES / NO YES NO YES NO ANTI -VORTEX - TR ANTI -VORTEX - TR YES YES YES YES YES YES MP OF aN?ANKWW Emv 08' 1 A 7' tJ r a'. I ,.I tar s -A 0 01 y Riser Detail - Sec•tion MOLT CLASS Al ~ "CO M. PROME AWWARY PVC STUB wnl DrEWMW XWE F REJOARM RENOIR FML01010 STE SrAKI ATiGMI. DIAai M X TABLE /1MW OHM REGUMR@ 100 PEAR MITER SLR ACE -ELEV. = •0* -10 YEAR NAM? SWACE E7.EY. _ V - 2y YEAR l�C�ylT R SMAS ELEV_ # - DwTERwG OVI E N V RT PROM CULWRT sOMT M4P F REIGUM k M7ExTKW POW J5 Barr EF. W psi Coomte Alar 12" thick AyN ANTI -SEEP COLLAR DETAIL not to °nate aAY CORE MATEMALL SHALL. MEET 1W Ft�l�.yLOOR LWED CLASSIFICATION: SW. S�, K MK CL CH. PARW.AL SQr_ 95X PASS M 1/2" SEW DETENTION POND OUTLET & SEDIMENT TRAP BASIN DETAIL Provide hinged trash rack on one side al riser Trash rack Lar actes5 1{30 -yr WSE = -V-,TO-yr WSE _ �. I it'rser crest el. I t - I I I ! = I 1 --yr Extended detWE 1 _ r Weir el. I t A I -i v 6' i"°- v ! 4' x �Inside dimension Inv.= ' RCP ; Grouted I V AT 0".- 1' D11A.= 'fit' Inv.= I invert t lrlsr. . RCP nassMM FR1=AM $Vft LL V CAMAM VJW.0NAOM r----MW� �►N� (PUJG f1{�[ m M-Mx7m) Standard V00T 6,26'xIt' 3c�s enciwoll cor rete Base ' RWW RX FOLLONRdti WE STAM1II WW PROPERLY SIZED TRASH RACKIAN71-VORTEX '� 4py connection -riser :iGia:!'bDiClr0u"WONTMorIO[.AJ - PROME CAM TO DEVICES ARE TO BE INSTALLED ATOP RISERS r01S'sO"KXCAr3AM MCCLS. key & Nate: rratterstap l7+ser and roofing reinforciAg CAT. f/ K'x3irM1•9OLT-]rLACE5 ILff ovaIN PONDS SHENANDOAH DR 48+00 AND 59+00. Do 4 ' MOMPSM 5nQ'x3W'01t1-&1XT-4rfACY3 FROf+ttfilE C10*XW ANWLOTAIM BASE AS READ t 2 X STAND WE && 1.5 FT M 0 r STAND WE 0.5 Fr FM BASE ' ~T 300= T/EDM CLAY �' EM&lA MENT TO BE PLACED AND COMPACTED a.7R-o.axL�GArx:c _sur>,s-+r■trc+z �a IN 8 LIM NO TOPSOIL, Q%q#M OR STONES GALVA14=1I M -S1-LcxcTe-ASTM GREA7ER THAN 6' DIAMETER SHALL BE USED. -AS17M AM :WrlGHTLorom MATERIAL SHALL BE COMPACTED 70 95% OF R UAMW DOOM AT PLUS OR W" 19 OPTw w masnin- ELEVA 7 ON B CLAY CORE TO F.XTEW 5 FEET BEYW ENDS 1 t OF SWA dT. AND 2 FEET BaOW EWING J 3 ELEVA TION A QUM THE TOP OF DE CURE SHALL BE AT ELEV `P` DEPTH OF CORE TRD9W IS GMAL ACTUAL REPEO 0EP1H S�iOLI D BE ERGE'NCY OVERFLOW DETAIL SOILS SPECIALIST AT TWE OF CONt57RUC MAXIAM SIDE SLOPE IS ?.-I. aAY CORE MATEMALL SHALL. MEET 1W Ft�l�.yLOOR LWED CLASSIFICATION: SW. S�, K MK CL CH. PARW.AL SQr_ 95X PASS M 1/2" SEW DETENTION POND OUTLET & SEDIMENT TRAP BASIN DETAIL Provide hinged trash rack on one side al riser Trash rack Lar actes5 1{30 -yr WSE = -V-,TO-yr WSE _ �. I it'rser crest el. I t - I I I ! = I 1 --yr Extended detWE 1 _ r Weir el. I t A I -i v 6' i"°- v ! 4' x �Inside dimension Inv.= ' RCP ; Grouted I VVrnCAJ_ r IWIm Inv.= I invert t lrlsr. . RCP nassMM FR1=AM $Vft LL V CAMAM VJW.0NAOM %►e! Standard V00T 6,26'xIt' 3c�s enciwoll cor rete Base ' Typical reinfordng '� 4py connection -riser :iGia:!'bDiClr0u"WONTMorIO[.AJ - woterstop \_Typicof r01S'sO"KXCAr3AM MCCLS. key & Nate: rratterstap l7+ser and roofing reinforciAg CAT. f/ K'x3irM1•9OLT-]rLACE5 not shown MOMPSM 5nQ'x3W'01t1-&1XT-4rfACY3 c -\6_02-1c: Trash rock tms to have 1 1/2' clew space between the bars~ from invert to top of low flow war Typical Principal SpillmW Structures Tresh rack bars to have C to 6' mx specaing bel*een bars cbm low flow weir Garfv�ete (GIA -3) anti -seep anlla r A 376' cast- its -+place 2' n*L from pipe joint 6' Orifice�� I 15' l7CP A --J L�4 SCHEMATIC OUTLET CONTROL STRUCTURE KTS. 90tl'(ED EW -11 (2:1 W SLOPE & WEIR WAW SEE VDOT EW -11 FOR DIM. AND REINF. Section A -A WEIR WALT. SECTON A -A OEMUL 2 * uft TM1K0 $oc` n wets m utas W animal sift SW*, bottom xkiM4 Otte doo Of cl r d, &tat w wiooj pous& e ► 5ECr1a1 A -A OE SEMION A -A .D rAewm %" too bM.iWr ..trop. . h• t1=...r.. ra.+..tf ect,•at hr r+ot ereA e.a mt s NOTES rs. .e.'1. t+t rrw.nu.. °.rtes o.:e �+�ts we.e+t.t err w awta tt�a.m. a. me s.l..r n.." W.W.G. t.µ..t .twW A M re.al.f .e 1. bb. A.rtevf..tt Mf.. OrW $ t>tv. Mag. °.,asst. stf.ft ta'. nuaw.e ud. m.�:a+mna suit isauaea.a Ott" ebo sdait"+xir.nn, r F►ta MR om�t -V vp RM cu" i 7 r:r..n 7 IM STONE FOR EROSION CONTROL Y>r2C+MM DVIA"MM _ _ TRUSPO"ATM 114.01 EWPAWTALo 34- tLIIEWN MOM ton rWW" SiC.M 60RUOSRALs 34'ifOR,AgJIM LLriY.THiUttCTM[Dtk@SiCTId< 4r NAfeoetull:Laac`7e rORr wtD7a33CTtf 4r efA7af.raf LINCIif Pott"MDTr3Sltrl4 , VVrnCAJ_ r IWIm VEWMAie C 9r3t71rr . rMCITA PSIM AMSMIM r COMM nassMM FR1=AM $Vft LL V CAMAM VJW.0NAOM V4;AMAL7 r Afro r3r3cxar raHc $9AM 1#043ZOMALRDCFAYJM COE Mr MZMA s Wal= 3c�s rtu& Ctmavgzcn*= mw_- Cr[3iC0 ALUM,fiW AWTOM NONE u" M ALLffrot MM V00T.W= t;7L7'�)➢CD iYTC 4py A i • w :iGia:!'bDiClr0u"WONTMorIO[.AJ - r01S'sO"KXCAr3AM MCCLS. T0TALt90rW6RTSNAtl.R[V 00t f:RAALTOTOr 0r SIGN. CAT. f/ K'x3irM1•9OLT-]rLACE5 f &CUTSCREtr-3MACLR MOMPSM 5nQ'x3W'01t1-&1XT-4rfACY3 t 0 r ~T 300= T/EDM a.7R-o.axL�GArx:c _sur>,s-+r■trc+z �a CALVAN=Tusm GALVA14=1I M -S1-LcxcTe-ASTM t -MG -fa -AS17M AM :WrlGHTLorom ^. SOCKMAND WM4=81AU R9DRI MFUMV CM 0R01lSiR; WA& rL= W/GRGtMLMr_ @l2aTALIAT1at0r KM1C1M71ffATW9L313T0"**3tl gW"RICOLTRr tu"Mxx[AYATWK CONatM 9ZQ111ftED-ATT9o%MUTMV4a ROL"M M OYtLS41MIL ADDW TER HOLO. Ii fioL'ttSlRnfG Fumb'!U!QV uD rRiCR T0wYC: io r'm Riser Weir and Trash Rack - Perspective Provide hinged acres on first 3 bars Place manhole stews on side w/ hinged atom i r Proposed ernbankment grade No Scde x16_02 --lo TEMPO RA.R Y DIVERSION .DIKE SOURCR VA. DSWC PI ATF 3.09-1 OD X f� �.1 Q tg SCALE- NONE C"AWN BY: J. 0. S. Pw>iEcYT No. 1,314270 DATE- J-7-01 Qcid., CZ!1 � � LJJ i 5 cC6 PIZ05 25 IJj d � 4 Q � t%j try tz 41 U In � U, w+ LO a) Cf3 lir `t U) CV N M Q _ Cf) N IT0 �0 M Q c>Zf w �r Q> � � u. C a N (IT .�. Sr. a3 L 2 � to 0 � ay CL w .i, (t Z D < O c w d• 01 0 c�Ll to I-inz T -0 Ua ui 0 ru-N 5tZz `t om af Q w U °wwa0 _ r �1 Q W SCALE- NONE C"AWN BY: J. 0. S. Pw>iEcYT No. 1,314270 DATE- J-7-01 SHEET 17or- 41 z 0 z 0 0f O i_1_ SILT FENCE CULVERT INLET PROTECTION QMF7WALL TOE OF Flll -I�- CULVERT - �I I I I IDE Of FILL SILT FEDMXE e e 't}LSTANCE S. 6' MINIMUM IF FLOW LS TOWARD 61BANKIMENT ROW SOURCE: ADAPTER from MT Sra Aw4 Sheets mfr! Va. DSMC PLATE. 3.08-1 TYPICAL TREATMENT -- 1 (SOIL STABILIZATION BLANKET) .INSTALLATION CRITERIA ANCHOIR ADT AM #'FROAMA7MY 200 STAKES REOL4REO PER 106 SQ, 15 O SLOTS Tf.4. ANC" SLOTS do �r�• CHECK SLOTS TO BE BURIED B' TO 12'. 12MAX 4:1 OR FLATT€R. e' WAX, srcuER THAN 4:1 JVWTLON SLOT •CHECK SLOT '1 �-1'TO2' 1 1 L ! 11 EDGE AND END JOINTS • TQ H1: StdEGL,Y ABEJFTEp CHECK SLAT f I I 1 (JUTE MESH WILL KWE ' TERMINAL FOLD 5TAF'MD UAP JOINT IN - LIEU OF L DOE JOINT) UAP JOINT 2 . WN^ (JLTIE M6'SH ONLY} ! { TAMP FIRMLY r I ANCIIOR SLOT 5' )iAX. 4:1 OR FLATTER -F 3' MAX- STEEPER TW 41 2' I T B' TO 12' 11 .r •CHECK SLOT '1 �-1'TO2' 1 1 L ! 11 ! I 1 1 1 I I r 1 11 1 I I r I I ! f I I 1 I { I ! r 1 I 1 ! ! I I ! ! I 1 I ! { I 1 1 r AC VASMACK I S I 1 3 1 1 I A '-1 AR 6- TO 6• Ypl. PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE 'CHECK C IN A7 YIN. 6• STAPLE YIN. L%7 TH FUR SANDY SOLI- 50• REC fhMWITH 1 I - NOT R€4.'D WITH AL1.. rF 6` TD 12' SOURCE: VDOT RDAD AND $RIkQE SFANDA -N 70WHAL • 1 TAMP 19RMILY hH iI II{I - Ilsn Iiia 11 =11ris°:r°xsTILI { u Lu+rd�q�Ilr�gnl If�li-II-IL�l1-e-L-1-1141 "t�w 5 FOR CONTINUATION SEE SHEET 6 PIPE OUTLET CONDITIONS A A 9% 9th VM NO HAMM 4 1,7 �r !r �,.• ar• rr� �i��rr*�i�w�irfillie r.. r r 1 1'•. _UHLN\ \ �• J t +-----•---.- ice` SAN M\ 1030 I ( ( 11 '' r _y o / i STA \ 5 1 ' _�-- -- -- -- --_ - � �RIM 6k2.9 U)NV IN = X673 r 1 _ INV OUT 4 63.61 A / r' RELEASE LVE f SAN MH I 1030% \ ( STA = 1--50.011 1 r' ` �✓ / /� f // / /f /� / l 1 I jI �/ ? I RIM - 6q3 00 I ° ETEPdTfaN POND RACHEL CARSON RIVE 48[FOO / I . / ` INV IN =( 672,6 �' J / SES SECTION SHEET 17a / ( ( - + � 6 / !NV OWL- 672 41 r / / , y j / / l 60 YR. STORM FEV. = 633.301 �� I I }1 �5 4 4 SAN DROP Mit 7�i4 f 4 4 1 1 \ 6" 22 1/2' SND ----TSTA _ 0+0015+96.44 / RIM - `655. � `-` SAN DROP MH-7�39A '� � 1 1 \ r ��, � � ,� lr•� 1 INV IN = 637.19 -- STA ya/r23+ 78. �j l \ \ \ �, 1 t INV IN = 626.67 ` ,. --'' INV OUT = 626,47- - V -W--= 645 00 ` - 6 f45' BEND 1 \ l 1 V �.'`i► 1 1 - V IN = 641. J I OUT 6 .08 6" 5' BE - O ENT76-N -PO-NO "RACHEL CARSON DRIVE SEE SECTION SHEET 17. 100 YR` STaRM�EL , = .638:9 3 - - - TA MH 1042 , �% 1 \ '� - _ ARY = 7+74. 4' r \ `' -- -y - � SANDS BQtI IR -_ - ,` -� • �NS�/ i RIM - 641.r5U y ,' INV IN =' 628.4 7 S y SAN MH 117!40 INV �I _ 62r.27j R D 1 S 1 Q'r ,r• r r � - 1N4! QST -6 $'0 -- .-• f Rf = 666,50 AN MH X041 640 Q4 = 10+26.013 .�T}I�[ r r / rS R EC 1 REQUIRED / r �.- - 1 . r 1500166 FT G#-9- '� y 4 �4 -- RIM = .00 ' - i r e ' y J TO C.S.A. `/ y�1 • f / 1fVYr. OUT 616.00 ./ r - % o 'y,'INV IN = Q9 \\r-✓,� ,t�,jV• r �1 --' f'`� ./../ ''� --s ��` 1 1 IALV OUT = 6 59 1 SIM STR 1y8'6 DI --3C, L=6 TOP=663,71 STR 1081 bl-3C, L=10 f r r PU STA �6 WET f ELL Cif X 63.74 \ OPEN SPACE \ �� `�\` \ `� ��\ �� _,-` --__ r` r ST -34 73. 79 �., 635.00 STAA a4 C-1 REQUIRED M STR EC- 1 RE REIT `�\� - 1 �, r r �. V IN Y 624.29 - 0 6�4�00 \ j INV .N 62.4,, / �. � INV. -Dk = 650.0 RM TO eUMPITARON 101 \ y STM STR�11151 D11, L 1 1 1 r , /f� � r r ANO 1/ S-111LANE RIM= 664.72 t-F.H. S'Y rV021 FOR CONTINUATION SEE SHEET 7 G� H a �Ronlald A. Mislowsky, Jr. CERTIFICATE NO. €20674 REGISTERED PROFESSIONAL ENGINEER Uj S V) Rai _z z 0 C) ch Q LL- STONE !A 70' MIK 9XMT9NG PAVENERT r►rrr. �F � rfrlrrur6r .�lrl�rrA�rAMr�r�, • 1^l -II• II ••* r,•�r.�rrr�rar.�rNrr��r.��rrr��r�rir�rrrR I1r• i]+- SIDE ELEVATION i. IAIK r AC VASMACK ii By r I qtr *WIR x 11 .r tor m1k SEDIKENT N r MST 7 x 1 FULL WIDTH i h•+x , EGRESS a N VIEW OPERATION �:II L.li alai • •, • ♦ • • ♦. •. •. •. •. •. �, • FILTER CLMH SECTION I I .•�,R�at:f •�.r/i '•i..i�.iia♦a�a ��r�a� i��•a. �� • i•rw•rw•.• rw•rw• r/M•i.�•r E 1`• I1N.--. •-f VACE SECTION -B -B I GRAVEL CURB INLET SEDIMENT FILTER .�" f �a i GRAVEL FILTER 12' i►��iN'-rrt MfJ►a� y` it a 1 � wT�_p:. Illil -[IIS _IIIICII111II1 ��I�III i SPECEFIC APPLICATION THIS METHOD OF ROM PROTECTION IS APPLICABLE AT CURB IMPS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONV9MNCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, • GRAVEL SHALL BE VDOT ,{3• x}357 OR 8 COARSE AGGREGATE. 9QDiT111 M V`. DM )?o4P)V1 rSoC,4LjE 50 25 0 50 100 < hV FErr i 1 Minch = 50 ft. Patton Farris Rust & Associates,pc Engineers. Surveyors, Planners. Landscape Architects. 117 East Piccadilly Streets Suite 204 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) V. SET PW IMM) E7CCIOMtiE A 4W 2. 9VOW W" ii]i M 110 TILE POBIB. w POM L-- � a i- a nor 3L Mum SIC mm "AM m im ww tiiiCE me 0(mo Fr Mf10 THE 1 PWIF 4, OPCWRL Ally C)OfiOIIACT TW Commlimm 90M,. BLOCK ► GRAVEL -P INLET SEDIMENT F[L TER WIRE SCREEN rBLOCK ria/*�( `-„-•.�, 1+i;�•�. I.r•! I MJ I� ii>f R �..I J ; fill •► �. GRAVEL atrr�w•+%f#r�-�\wc, ti�••��w,��Ii�'`►swM..re x^ WIRE SCREEN i• it WATER OVERFLOW ' MOL Wmi O ,.,�.- SEDIMENT .,.� 1I1■■■rr1,..,rrr .rrllir rwlrrw��rrrrlrr��w SMU4 SPECMCr THIS MMOD OF MM PROTECTIONWHERE HEAVY F`LOWS ARE EXPECTED AND WHERE AN OVERE'LOW CAPACITY IS NECESSARY TO PREVENT EXCESSrVE PONDING AROUND THE STRUCTURE. GRAVEL SHAM 13E ,. OR #5 COARSE PLATE 3•07-6 SOURCE: VA. DSWC PLATE. 3-07-3 CULVERT L SEDIMENT .K�� 1*riZMi!RPFOP • w�Mi►ltii ..WADWALL y i4,,►M'*MrRr��r4x>•�+www=��4t�!, ��yyk�r'` .• � ., ".1 i • • fMi wr VDOT A 0357OR P COARSE ADGREBATE it To THAT OF TWOMIN rC 9 PERSPECTIVE r a , I ► n �9 Y 87 tY./ACRE DRY STOPPAGE ' 1: i OF SMNE1 TOP OF STOW BERN) PPE O&ALIRT MURAL GROLM NUS +�_1A 4tr 1 BE ,, (CW FUED ETC) 11r If r•#,1�irrli*• + IQflal Mrr pryl a ►-i�I� t1 � it++. f�`��tlr�l i7f , CLASS WX Ssrl 7 Ia• / •/: AT 1 I ,• ELEVATION SOURCE. NORTH CAROLINA SENMENT CONTROL CDUW;SSION PLATE, 148-2 3 I-3-05 REWSED PER COUNTY COMMENTS T.A.W. I R.A.M. 2 7-1.9-01 REVISED PER REWEW AGENCY COMMENTS JUS, R.A.Y. 1 7-9-01 REMISED PER REVIEW AGENCY COMMENTS J•D.S R.A.Y. NO. DATE DESCPfflwTXM BY C*lK+D. REVISIONS -� •�]� % ENA DO 1314210 ► �/ DATE- P. N PIMP ,ST4..101 TO SAN. SEWR Jff 1039A 3, and •01 650 640 630 620 610 K a� F. - M tl r 570 0 - RA CBFL CARSON BBNE STA. 0*00 TO .10*50 - WEST OF LAI& FBMEHCK BRAT ROAD PROME VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1" = 50' 50 0 50 100 PST pF o � Ronald A. Mislowsky, Jr,: o CERTIFICATE NO - 0 020674 a REGISTERED PROFESSIONAL ENGINEER Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape .Architects. PHPA 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 9 • W 11 NO. I DATE f 0C:SCRPnoN BY REVISIONS SEENANDOAH x314210 DATE: 3/2/01 RACHEL CARSON DRNE STA. 0*00 2V I0f50 WEST OF ROAD P ACK MW 18 )ER/CK COUNTY VIPrY/VIA nr 41 PVI STA = 1 33 VI ELEV = 653.64 A.D. _ -3.20 K = 31.2 100.00' V M � 00 IIS + O O N O 6 U m 00 m n m + �m 't 1O m O t vOi II O Gi w �m 11 V)mz sM oU PVI E EV = 636.48 M Nm A. D. _ —2.80 i ON K)")(> K = 35.71 �M-It �- ��. 1 vcI c,00 OG M 10" PVC DR -21 \ \ FORCE MA N CID \ j U m m \ M 00 C 009 ROA + \ r\ U U \\ \\ W 1 W O \ N� _ \ M O \ \ \ m- U \ \ Io EX. GRADE C1010 –�\ 00 �6 r .� 1'- " MIN. CLEAR\ \\ 1 6" MIN. CLEAR m If n o 1 \ \ \\ �� z 12" PVC DR21 WATER MIN � a N C1007 \ I UU \ \ \ \ 00 00 \ MM 't00 O' \ NII IIZZ ZZ INISH \ RADE 62g \ 1'-6" M N. CLEAR \ \ 's 0 it o \YC M UUm \SAO Cj 0i3 0 N •"'a � ri 0 2innuzzo X0— 1'-6" MIN. CLEAR \ \ N��x \\ 10" PVC S�R-91 \ FORCE MAI \ — C'0111 \ V-6" MIN. GLEAR \ O W L \ Y Z ® O Z \ >- ;K �w w "X — F -Q W i-�J) Z J Co J �¢ pw w� zz \ v aW Uj Z1W- ffr[ wocWi J~2' O f7 v U \ Z ZpQ Q Z W 0 L"L� W O W W d O W W O W 0O=ZwQYQ Z w W W Zp� L' 7 O way QUO Uw Ca Z </% Ca m m m m m a]> U f---F-Q QU] ] N 00 Z (Vd� Z Z ON\d NZ dZ® I Z d NZ \d m Z �yZ \Q OO\d Z �d Z �Q Z_ �Q ro NZ (if Z Z_. Z Q`!•d AWN O� �W �cO�Q Q QUA O O W��O Q rn Q N 'a QNB •Md- c00 C> ® O \Q >`t�Q M O WP- SOL L WOa_ dOWJIrt N .-W N W N S N M NW M NU R '-'''�j0 a.. M "235; M NW NU ,��. d NW �W NU d' .-W eY �- r'U r V' .-w "t `-U .-w Lo �U N� Nk-I In �'.-ly} (0 �tW .-U (1: .-Uj r - 3 d dJ 00 C< `- Q Oci OO T Q Q S'liH a_ �L "U L a- Q U � Q w Q W C S Q L � d t m b, W ~ Q k er L ~ Q R K Q L CC Q R Q R � Q a- Q i ~. � Q WEU ~R w Q L 13 R J Q Q Q I -I -N 1 F- L da:- F- C O I-' k RQ NONN001- O F- F- Q N 00 F- OQ� moi- Q �' 00 NQ 00 3 I- 00 I- N I- 00 F- 00 F- N¢ Nd 00 Cn NN �i c r- N u) N 0- N !n .- l� r .-N .- W to W !n ti N U) .-LL N .- (n a_ (n S` N .-l.� .- N .--tom fn a-L� fn .- (n �La_ N .-Li (n .-S' .-'y .-Li. .---IL O O � O ^ Otr) M N M CO L0 00 CO CD CO O N CD 0 O D 0) N Lr) N N N n N co N N CO U if) N (D No N M U N M M CN N Ln O Irl 00 tf) n 4 7 O D M ) 0)C14 �� o Lr) Lf) tr) U 6C" �CD M COp f MM 0) M L� M CO 00 V M MM O M 11) C�l n n M N N Cq N 04 V 4 0 0i U W to to Lr) (r) M c0 O CO ID CO CO CD (0 D c0 OCO CD U CO C0 U (0 CO U CO (0 U(D to U O (0 U CD U UCO to U(0 (0 O O O U(0 (0 MCO U tr) LF) M U LO L0 co c0 00 1+00 1 2 00 340 4-1-100 5100 6+00 7+00 8 00 9 00 10400 RA CBFL CARSON BBNE STA. 0*00 TO .10*50 - WEST OF LAI& FBMEHCK BRAT ROAD PROME VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1" = 50' 50 0 50 100 PST pF o � Ronald A. Mislowsky, Jr,: o CERTIFICATE NO - 0 020674 a REGISTERED PROFESSIONAL ENGINEER Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape .Architects. PHPA 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 9 • W 11 NO. I DATE f 0C:SCRPnoN BY REVISIONS SEENANDOAH x314210 DATE: 3/2/01 RACHEL CARSON DRNE STA. 0*00 2V I0f50 WEST OF ROAD P ACK MW 18 )ER/CK COUNTY VIPrY/VIA nr 41 PROPOSED PAVEMENT GRADE 1.5" SM -12.5A 4" BM -25.0 4.5" MIN 21B 2" MIN 21B 8" MIN 218 SCALE: 11/4"=V-0" 8" MIN 216 L I I � � 1 < 1 JI L 6 4< < ' I < <.1 L < i. <. L 36" O Z U w t. Go '�V .—� W O 1—cic 11+00 12+00 13+00 14+00 15+00 16+00 17+00 f=ork RACHEL CARSON RRRE STA. 10+50 TO 23+50 — IPEm5T OF LAff FREDERICK RRNE ROAD PROFILE' VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 FI 0 F �P L gRonald A. Mislowsky, Jry o CERTIFICATE N0. - U 020674 >a REGISTERED f►illol] EAlm0l 22+00 23+00 O O V LOQ. VJV / / / O / N J / O NNN I� VVO / 01 Oo'o / ^ON44O o ooro / 00tD / �MotD / N,0II OF 610 610 C1028 9 / G10ti O / foe/ O mr OOU O � / O O$^ 0 IN cc 1 _J;* o_ O,cd / II p zzp M.- C4 OU UO / �~>>> tnM I O cli C4 c%jcli \ �f o 00 U 13'• 11 In / II _1'-6" o� UUU LOW POINT ELEV = 562.1 000 / MIN. CLEAR n I� MMto � ^ �a 06 oco� �\ LOW POINT TA = 15+56.8 I v�3o // nz / (nu) ?� + "�' n \ PVI ST = 15+57 rocoi C102 c if if PVI ELE = 548.96 vt'p'� .00 / zz __o <M»> \ = 16.01 Or, °A.D. 0 , n \ / ��zzz \ K 41.23 n nzzo \\ aM»> oe / 66(.00' VC "�� / V-6 \MIN. LEAR\ Nm M \ Do N n \ EX. GRADE 00 � �tn —t \ U U // " \ m m W W<C `9 1'-6" MIN. LEAR C102 \�7 \ 1Krcl \ D '-6" MIN. CLAR \ / Of OAC, to oi \�/ti —0" MIN. CO R — 1021 \ FINISH C1048 / / GRADE REFER TO )ETAIL \ Do \UN ImIS__s7TEET/ \ FOR CONCRETE \ \ \ SUPPORT / / \ / / V-6" N. CLEAR C1049 //a x C104 1 o \\ \ -- ----- / Y o a� \ 1'-6" MIN. — LEAR / / / " 1 -6 MIN. CLEAR = w V) / y / N a a > J — — S A. 16+33 a w n � Of Q v Q > o `o 550 1' 6" MIN. CLEAR 10" AL BEND vim' mZ a z o' o wtw- 45' VERTI o STA. 1 +19 STA. 1 +60 `O �� CO ^ 10 0+o ~� N N 4 � 10' 45' .ND 10" 4 END oi; _ � No N o N 00 N NN I VERTICAL B ' VERTICAL TA. 14+46 STA. 15+5 1 Y " 45' VERTI AL BEND FIRE HYDRANT ASSEMB N N O to N to N t0 to N N I+) to N M N d•00 to n O W W C0 t0 M M co � to r- 0 to 00 0 c0 03 0 n O O 03 M 00 N w O M (n .'t m M 0) M 00 03 00 d• r N N 004 N U M M n M d M d. M d M .- d M d d' N •�4" d' <t d' d' d- cr n U) Mwi �.- to 0)n M NM OO Ot` r Owi N 4 OM to 03 N cO to N ON - N to M n hM N X1 0)4 t0 n co M� M 00 ON n d ^cD d d MO d sh Od <t d ^00 �t �cD 006 � C N d'4 -I d• 000 d d 'o 03 co n 00 O W M co a0 03 n r n 0) n r n W In ^ U U c0 O co O t0 O cV c0 N t0 c0 N cV cV 1'7 N co � to O R O n � r ^ h W n Q1 N W 000 cD W O 00 O 03 0 N 03 d' O O 0) 00 03 O O O O tD O N O O N V) to v3 to to n to � to to to o u) n to to n n to to to n � � to Loto O to tri Co to c0 n o t0 o O to to U to cD to 10 c0 to O u) <0 n to to to � to to to to to Lo to In In to n to co to In m cn w co co /o 0 co 11+00 12+00 13+00 14+00 15+00 16+00 17+00 f=ork RACHEL CARSON RRRE STA. 10+50 TO 23+50 — IPEm5T OF LAff FREDERICK RRNE ROAD PROFILE' VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 FI 0 F �P L gRonald A. Mislowsky, Jry o CERTIFICATE N0. - U 020674 >a REGISTERED f►illol] EAlm0l 22+00 23+00 O O V LOQ. LL 0) !- U) 0 W cc RACHEL CARSON DRIVE STA. 23*50 TO 40*00 - WEST OF LAKE FREDERICK DRNE ROAD PROFILE VERTICAL: GRAPHIC SCALE: 1" = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 gRonald A. Mislowsky, Jrz o CERTIFICATE NO. — 0 020674 s REGISTERED Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. PHPA 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 SHENANDOAH RACHEL CARSON DRIB' M. 23f50 TO 40*00 ASST OF LAKE FRERE7IICK DRIVE ROAD PROFILE' 1314210 DATE - m HIGH POINT E EV = 673.57 HI 'H POINT STA = 38+44.03 PVI SIA = 37+60 P\1 STA = 38+44 PVI ELEV = 672.29 Ptd ELEV 674.00 A.D. —2'94 LOW POINT ELEV = 664.02 K=22.15 A.D. = 4.07 K=2.89 PVI STA = 35+54 6 VC 85.00' VC H GH POINT ELEV = 666.46 .00' HI H POINT STA = 33+38.61 PVI ELE = 662.05 PVI STA = 33+43 A.D. = 7.31 0m F�2 o PVI ELEV = 666.99 K = 34.19 rnN 000 to ---r,(.0° 250. 0' VC n 0O `° K = 2 .23 � M I 1 + a"' (m>> cmc > 100.00' VC M cO mm w �' N (?w VI STA171 = 29+305zQ c6cc) 6 " ` C11 -Qcz FX. GRAD � O > In / A.D. _ —6.0 m 0 % K = 20.69 2 M M cc + 0) GR DE w w 125.00' VC 0i(ii er M ro O / > / V-6" MI 1. CLEAR w / > > h• / o m m / N + cc cc LL 3 -D MIN. COVER `' 1.96 o Lr) m tri 660 J� LJ — — — — nC > m^ - m m 1 —6" MIN. CLE R `l �' C1040 o� o WNto II V-6- IN A to II p Z \\ 6" PVC SDR -21 FORE MAIN / 650 / o 1'-6" MIN. CLEAR m^ oU M� UL C1034 C1036 MMN M� O.I. GQ NJ / �o 0 V-6" MIN CLEAR 1 v o Zz to 11 11 K: D I r / > > 630 / C1032 \\ / 01 1'-6" MIN. LEAR / u ° C103 Qr n`L ° / 0 1J N i F o a Dry //// } dw.0 U U Jw t� 40 LU¢ a / a L o o w m cn / ~ a Z m J a � oOo z // 4 r°'DDODO mZ Q A N N 4 U, N. M. Q W C.7 M N .11 d' CN N Q Q c U Of N 5 N (/) I to N N N N NIL M M N M M h tr) O h to t0 c0 (0 .- O (D �}. O h h h O h h M h h t) O d• to M d N N 00 O •t O O O to to � It M 't N d. h O m O W h M O to N V' N m M h (0 h tD to N N W .- O O (0 O O r to h O'- to M (0 tXI M LO M O d• M t0 M .- O O to M M to �t N d V' O <h 7 N d- �h �t d- d- 1Y M t d• h d- d- . d- d• d d O <F• d h d t0 n W W N h O N h h N r-"6 N O O 4 O O .- O .- sF M t0 O M to (A O O O N tD O N 01 O O to O O h tD ..- M � M M O O tb M � � C"I d- M O 00 M Cj cV M 4 c6 `r W 6 to CV d- M O o6 O CV 4 t0 c0 O cV t0 I)OD of O O CV N t7 4 ttj tri O t0 to t0 (6 tri to 4 �' d- � 4 4 an O O o6 cV tM rM CV CV N N M N N M N M M M M to � d O O � tD 0 (0 O (It O to too tD (0 O t(0 (D O to O O to (0 (00 to 00 O O O tD tD t0 O COO O (D O thD O O (0 (0 t0 (D O t0 (0 - t0 (0 O O (0 CO O to tD O O CO O tD O O t0 to cco DOD CO0 COO (00 cto EOO t 100 tto 1Lf)00 COO t(0 ttoo co to COO (DD tOD O ctto 1 tto tto ttoo EOo 100 [Om (00 th0 th0 tto to to ((0 t0 24-.-00 25-00 26-00 27-00 28 00 29-00 30100 1 31 00 32400- 33-00 34-00 35-00 36-00 37-00 38-00 39-00 40 RACHEL CARSON DRIVE STA. 23*50 TO 40*00 - WEST OF LAKE FREDERICK DRNE ROAD PROFILE VERTICAL: GRAPHIC SCALE: 1" = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 gRonald A. Mislowsky, Jrz o CERTIFICATE NO. — 0 020674 s REGISTERED Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. PHPA 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 SHENANDOAH RACHEL CARSON DRIB' M. 23f50 TO 40*00 ASST OF LAKE FRERE7IICK DRIVE ROAD PROFILE' 1314210 DATE - m HIGH POINT ELEV = 68;.77 HIGH POINI STA = 55+02.70 PVI ETA = 55+13 PVI E EV = 690.00 ML K = 20.01 I VC 190.00, HIGH POINT E EV = 677.59 00 00 IGH POINT S = 43+73.7 FINISH + L6 30 o PVI STA = 44+00 GRADE � CO + U6 PVI ELEV = 679.50 cii D Go A.D. _ -9.58 > C-1 i = K 18.27 LO POINT STA 40+68.39 I EX. GRADE rn Lj PVI STA = 0+88 175.00' VC m^ to PVI ELEV = 669.04 A.D. = 539 0 �� n = CV �a0 160.00' C + LOW POINT E EV = 660.85 ON II `t \ \" � OW POINT ST = 47+73.8 0 in + PVI STA 47+50 Ci 60nm / d o PVI ELEV = 657.70 ,°')o / + h / Gi \ A.D. 10.46 +oo <I tho / >w \ K= 3.90 S co � ILn 00 �(o — _ _---- — w > > , \ 25a. ' vc - + SII , � — U W w 33 / UUYLIN \\ N N - M \ / \ '♦' d0' to Jap i0 ui � /// co M o o RCP \ / OPF G \ � � s� �� h + rn CV // Alf. m onea o�� I v co O n u N lii , i 51-5 > >/ / C1051 MP // �q/,}1 \\ �nRzz W W / \ O / OFSC \\ RGP Z 15 O o% Q 1-6" MIN. /5• Z CLEAR PEER MP\ 0 / 2 O O 01 \ N N \\ N 1'-6 MIN. CLEAR 650 't C/) \ / \\ O / O W \ / W 64E) 640 630 )L p 630u z 0 z (n itf z a a 0 O tzi O U JF Jh D_' 7¢ is W J > W CO r- aU C) QU CA W d, WJ O QWJ O LW CD D'p 00 F- N QLD t- N Nto 00O h N`- O ON N O 00h to CD hO) h M in r, „� 0)to C' hd Ol V' to OO O h 000 00 O O) 0)h h N mO n.- O O"t OO O .d.O It O00O�ri m N1m to Oh O) to t0) 00 0) O in O m O 0) O oh N Moo -t NO to ON h oM u') m ,t 1`0 00 hh N moo 't OO O CoN t0 00 � 00 O h � O O .- rn MN (0 (n h(0 tD Nt` n �n (O MO d' OM �O 00 �n Cn �<t 04 �.= OO O �O NN CV � SCO .-N Nco N M �O V d• Io hN tD hd' O hO h t0 h hco On 10O OI O NrM .- MICS N N �n O In On C'o0 hh N <F h. Oh O h �r n Cor, M h hhh d- hh r, �h h �h h �h h �h h h h O �O tD oto tD �(D (D SCO tD MO t0 NCD t0 OO O OO h (D hO 0> CO hh 1� hh M h hh h h h !� hh Oi h hco N 00 0000 d 00 0000 (O X00 r< X00 n X00 «i OOOh O O O CD C0 CD O CoCO O C0 O CO O tD O O (D t0 O O O O CD O O O CD O tD O O to O O O O OO O O CO O OO CO OO (D O CO O OD tD O O tD O CO O O tD C0 O O O OCO to O CD CO O CO tD (0 W CO (D CO O O O W t0 OO 00 tD O 00 O (0 co 00O (D(0 (D O CD I 40-00 41-00 42-00 43-00 44-00 45 00 46-00 47 00 48 00 49 00 50 00 51400 52 00 53 00 54 00 55 00 56 00 RA CM CARSON DRIfjE STA. 40*00 T�On 56f/5�0�-r MST OF LAM FREDERICK DRIff 1 5/17/01 DRAWING REVISED T.A.W. D.J.S. ROAD PRVl'lLG 2 7/20/01 REVISED UTILITIES TAW. D.J.S. 3 9/11/01 REVISED PER REVIEW AGENCY COMMENTS TAW. D.J.S. 4 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAW. D.J.S. NO. DATE DE8CFWYnC)N BY CF 0. OFVERTICAL: 11�REVISIONS„ P Patton Harris Rust & Associates,pc 11"FlOJE10'r NO. GRAPHIC SCALE: 1 = 5�' SHENANDOAH5 Engineers. Surveyors. Planners. Landscape Architects. 1314210 0 5 10 lowsky, JrZ DATEE N0. -3/2/01 e 117 East Piccadilly Street, Suite 200 40*00 TO 56*50 sir GRAPHHORIZOIIC SCALE: 1 = 50' R RAC ffST OF L4M FMDERICK BRINERED T Winchester, Virginia 22601IONALH T 540.667.2139 ROAD PROFILE' '2150 0 50 100ER F 540.665.0493 FREDERICK COUNTY I//RG/N/A I 4t we 67 660 DATUM ELEU 655.00 PVI STA = 1-160 0+00 1+00 2+00 3+00 RG"SER COURT T Z O Q Z O U L�L tiW S N N O M ."�.Ci ! �C�l5l� o o n" PVI STA ` 11+48 a c� atooa't-+ten ELS "0 �� PVI ELEV 675.07 � 0 a z- + r co to II z 0 0 A.D. _ -5.95 or,I[ IR li F w K = 0.16 IM It _ �w 0 'C,ZOE� ZEL0Etf:2 Q�m3? il7lnEZZ 120.00' VC Z. Qrt• I 4 ( 00 r- p P cJ Ln (D 00 4-) O co t� h � IX) CD + FX G ADF t Il _ Q + 0-4 c� w En w II Epi w FINISH GRADE aoWLLJ CL > Ej m Q -j � C' - crn ``' CL cz > '2.6'4 2.00 2 5\7 4'-0" MIN. C VERit -F 01099 Q 0.5°% 259 Ur S REAVY WALL 5DR 5' 0 t1i 5 < U) LO a a a �'' o uj Ld v) a ST } tr3 U) C� LOLL' + Ld U LO f: " M w -_ i, v) 00 00 ac �, � w � V)t �� cn Q ti H [-� cq cv co C) w cin n LO cq c0 co co CZ � 10 00 11 00 12 00 Jr v 4+00 690 cL �Q dam 'Nkow 0 Q coq(otn�, _ a N i� lU i� li z i3 rc�1l ➢t�� It tt�5zwo a 7>>0 Z LL:z r _ mow< U)FrZZZEL 0 w 680 670 650 12+72 8" TEE GATE VALVE N. 12+84.17 0 4. 12+05.14 S 640 a LO .. 67 m 64 630 i DATUM ELEV 625.00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 VERTICAL. GRAPHIC SCALE: 1 " = 5' o 5 0 5 10 (Ronald A. Mislowsky, Jrz CERTIFICATE NO. 020674 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' REGISTERED PROFESSIONAL. 50 0 50 100 ENGINEER HIGH POINT ELEV = 691.62 HIGH POINT STA = 3+11.85 PVI STA = 3+20 PVI ELEV = 692.84 A.D. _ -6.57 K = 22.83 150.00' VC m to N m + O O J M (00 V) U N m m n00q w W +�1 a J� �o PVI STA = 8+84 oz o O mMm °' SII m� o(, 1 ^ Uv, PVI ELEV = 672.30 IIZ� zQ�» oh to': A.D. = 2.64 W z ^ vav~irzz rnaqW)Nm K = 37.89 z m� o �o OONOO 0+�� II N 100.00' VC V �o 0-6 O m^to? � II 1 to 11 11 ZO Jtr obi d- 04 2 O^ t. a)st Z W 0-- 0 Q triZ��}} II O mM N � O0 M v _ M (V Ota to 0a_'W + 00 Q FQ-�> --- to to D:ZZ Mvj o^ O Un O h O IIS 3J O wQ 0 �+O�t�O ZOO stn II_O O O —__ to",: M O < •tJW O m^(011111-W1-J I) u / �� O(0 cdp U > U + ^ u)OO o^ 0 st00�=0 o q"ODz LOW DINT ELEV = 667.92 M II 11 ZZOOK 5w m 690 a �n > rn D v 0o sto 1 z ow z =6 2.90 Q r- > / \ GRAD + O 11+41t O h Um z o ° ° ° 11 LOW DINT STA = 1 +26.73 n n�???a r HIGH POI TSTA = 15+ 8.39 tow \ Rr 1 n II 11 zo 00 h� m� o U) U v r. rn or. a = to 11 n II � � � VI STA = 12 29 PVI STA = 15+17 > > 293% / \ $oo1Qm w w o-ao10 I nzzzoo:w P ELEV = 66 .22 PVIA v~i� ?? _�� J r o� °F! a �zzzzw o A.D. = 4.3 AD. -5.21 .6 / n pzo Morn ooh ro u K = 30.11 m nzp Clp 9> u¢v~i�zz s^ Cl! J� m u~iR?? 130.00' VC / \ 1 dto � 00 It-* 00�o o^o 0 JCq 20.00' VC 64' � t�chnoi q 346 ro t. N i N co Lq + NO 171 LF SAN . PVC n n zz rn u� c^o^ (o 6 (o +�o 680 m +8" M h h NN »> zzz w-m11F ochoo(D oh O 0, sfto to vw C) I 11 11 +O h 11 + / 399 \ 6 S NOCP to II If go 11 ^ II II �+ C', o '(oto II m co II d.o w II > > w m � (o / SAN ^ \\ Op logs as» II > fi> II> n n� J Cj Q NO a� w t i IQ-w �> Gj / to tn�?? ¢ J Q05 J QW 1!! II 12Zp M OU O O,On� NLi (nto m > > (F wNw �w �F »> 1 Ua c6oa > -g _ — n w w _ — > torn z_zz_ 5 to ton,_ _ 1'-6" MIN. EAR _/ % m 1 ?p Mq%�N oo z N �zz r O s v „ P �� 2.2 \ 5•l Cp -1.00q 2.09 ° 9y ° zo r / a 670 \ \ i / azz / 2.23% Z \ \ 171 LF \ ° 1.32 \ / ____•_+ ]5" RCP � \ \ 346 LF SAIv C109 ` L U \ / 85 LF \ / 1.119,' A NTA ILL\ / 2•s 1[) N \ / 660 \ / 8^ PSC \ 11 C4 316 LF SAN 1092 \ t33\ / N \ / F 1.47% 2 4/ \\ 1 \ CP /0.50% 195 LF SAN 8" PVC 200 LF SAN 0.50% 8" PVC W,, —SDR 35 650 r HEAVY WA SDR 35 0 z 0 N ~ � Z If Q O w U > L > II II �= o g w _ m m p U in >_ a m m to ¢ <a m m C3 z NQ ¢ w w 00O ao r-W O� WU NO' U J NJ 640 + O o t0 + O 00 +> O S ,,,- tY� +> = 1n o (o � n W CV d' (n �,- N h H N Ns H l 0'W H� t7 +UQ qt + wW VW-a � ( j0 (n (n to !] V Qti to w O �x� (� O r -+ (' w-' O� m DATUM ELEV (n lU N N 00 (V (n In Qti 635.00 N N O M N M O h O (0 O 4 M h O tb 0) N to M M a) O O 0) h M M co6� to 00 O to O M to h h M 0) N d. O O N 00 N h M (0 d' u) N d- O M h `- N N O� O O O 00 h M t0 to O h to h tT O d CA M st 6� O to M 0) 01 M h h 0 It N M O M O 00 (0 M N 00 O d O rn (0 to O 00 d- N N M N O ht1i M h _ N O h . O CA O O h O to `t d• M h M m h O h — N M M dt 0) to 00 M N 0� sf O M <F 00 O m d• N 4) M O 00 M O 0 m �(A (15 M M 0t -t tri O t0 •- (0 O 00 c0 tCi to 0� ko .- O (o tp O 00 00 h tp O) (0 O 00 O rn O (.0 O> `- 00 0) 00 .- 00 (0 00 to W 00 h to co 00 h OD 00 O N 00 t0 00 O Oa h 0i h 00 h M r, h (6 O to s1- O M CV h CV ^• r„ h O h O O OM W (0 OD r0 10 tD h to w O 00 t0 4i O O h .- N N h CV (V (VO00 L O (D [o O O (0 O(0 Co (0 O tD t0 O tD (0 Co (0 O O O O (0 (0 [0 CO t0 (0 O O O t0 t0 O O t0 tD O O Co t0 [p (0 O (0 (0 O t0 h O [0 h O h O t0 h h h h (0 h h O CC) t0 h O h h O (0 (0 O (0 t0 O O Co (0 O(0 (0 t0 O CD (0 O (0 h O h (0 tO (0 h O h O h h O h htD (0 (o c0 (0 CO (0 (0 (0 t0 (0 w (0 (0 (0 (0 (0 (0 O tD (D 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 13+00 14+00 15+00 16+00 GREBE DRM 1 5/17/01 DRAWIING REVISED TAW, D.J.S. 2 7/20/01 DRAWING REVISED UTILITIES TAW. D.J.S. 3 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAW. D.J.S. NO. DATE DE8C ww 10N By CHK D. T H 0', N� REMIONS VERTICAL: „ �'� G a -P Patton Harris Rust & Associates,pc • GRAPHIC SCALE: 1 = 5 Engineers. Surveyors. Planners. Landscape Architects. SHENANDOAH 5 0 5 10 z-Ronald A. Mislowsky, Jr- DATE o CERTIFICATE N0. — 3/2/01 HORIZONTAL: 020674 a 117 East Piccadilly Street, Suite 200 GREBE BMW STA. 0*00 TO 18100 �r GRAPHIC SCALE' 1 ff = 50' REGISTERED PRENG PHFA Winchester, Virginia 22601ROAD PROFILE'50 O 50 100 NEIERAL T 540.667.2139�� F 540.665.0493 FREDER/CK COUNTY t//RGIN/A o F 41 67( 101T IO DATUM ELEV 640,00 C C C Q F - Ll Lr to ro LOW POINT ELEV = 661.83 LOW POINT STA = 3+61.49 PVI STA = 3+50 a PVI ELEV = 661.00 f„� n _j A.D. = 7.05 �� azto .J6 w K = 14.19 a c a to 100.00' VC FINISH GRADE =^"''1 n� o + cv l II ll ZQ 6�(Col �I I cid o O a 07- o � 4- 00 (S] to rr7 LO co +�� II zz"a > a eD ll IJ F- LU � U < -j U) lI11--05;n.w0 PVI STA = 8+00 _ > > > n�zzzQa(>' .r PVI ELEV = 668.00 67( 101T IO DATUM ELEV 640,00 C C C Q F - Ll Lr to ro LOW POINT ELEV = 661.83 LOW POINT STA = 3+61.49 PVI STA = 3+50 a PVI ELEV = 661.00 f„� n _j A.D. = 7.05 �� azto .J6 w K = 14.19 a c a to 100.00' VC FINISH GRADE =^"''1 n� o + cv l II ll ZQ 6�(Col �I I cid z il LO N�d'r-= [1J O + 0 (0 La FQ LJ rn CL d a D- O o a +'t (D D II Z O �c~DIl 11F RC1 -3C -7_j Oaw U 1111 O>ZwT Q J-- - OW 4 Ul(.)1rZtLC?L tQ HIGH POINT ELEV = 669.85 LOW POINT ELEV = 668.61 4- 00 (S] to rr7 LO co HIGH POINT STA = 7+02.05 LOW POINT STA = 8+01.21 —� d- i�.f PVI STA = 7+00 PVI STA = 8+00 Y «J "r, PVI ELEV = 670.50 PVI ELEV = 668.00 .--- j7 � Ltl Q �� A. D. _ -5.21 A. D. = 4.88 m2 d cZ T'0'; 11 K = 19.18 K = 20.48 r-,►� �j tV (0 to � O (D t0 10D.00' VC 100.00' VC �- U7 Ltd II II Z ® t - O N CV J rr] II II 0 j (o CO ,- � It to (o co p tt] � gti)L5 _ - C'4 - � +0) (f� N z il LO N�d'r-= [1J O + 0 (0 La FQ LJ rn CL d a D- O o a +'t (D D II Z O �c~DIl 11F RC1 -3C -7_j Oaw U 1111 O>ZwT Q J-- - OW 4 Ul(.)1rZtLC?L 0+00 1+00 2+00 3+00 (c> c6 (O M 4+UU tQ m N N O co 4- 00 (S] to rr7 LO co N sD II i/1 ' ' „� j —� d- i�.f - r� oo N .--- (0 �- Y u'9 ca t.- c� I. 4 .--- j7 � Ltl t� (iJ U, ) '— ' cr> co too '- m2 d cZ O z (ii cfl (L7 t() r�a10 r-,►� �j tV (0 to � O (D t0 (7� Oo tP? r� � cii Lf? ti} U7 Ltd r'� � (1) N N N CV J rr] II II 0 j U U CO ,- � It C] O W > - tea + CA II tt] � II fl Q d _ - C'4 - � +0) (f� - � (f� (i7 t0 + (X3 (0 it tQ � c° (D If 11 h O F p � a- tf7 Lri (0 C-0 + 7 lr3 cp (0 .40 `-�� IIpa r»F-- CD I ri ,- U0 It la l Or z"�ta� �i <F- y N +�� I!s _ (ii C? 0 s Mill II zzO U z L1c -1-313,0 3'-0" MIN. COVER U3 V? E Z Z a N Nd i- � II II O (f1 S!� i>= Jr-, C) L a.l CQ ` V) (,J»> LA � Z L � Z �y a /° cin vi a A.D. _ _5.1 1 -2,27 0 N� cc: rit3 eFi � =U �Q�> 1 II It zO > � \ 44.01 � > `� �2ZZ Q � � Lo r-- r oor og tjp o .- 1f10.0 ' VC --- o bn � I U [� � tin in 0; �' r f- <> } m m LLI L` 1 Ln� +f'o a r r- co ! rl-_ a. > - 3 � rn u i cL? °`� II y r r Lo / o0 - -- — ti _, f w Alli !N+N10 II II > U N in !! rn II z D r': (' % l - c3 P STA = 21+2 zNQ- o Ld - 0to I T " # _: (0 Il f II 1— a PVI ELEV = 653.25 PVC SD 1 - -- ! II 11 Z O U)ML _z z (Oil 11 a ® V) =} > - 0i L;.i o '- A. D. = 3.36 It Z <M» dam>> 3 L1, IL a- \ \ c>ia- m > 2" SDR21 + `. K = 35.70 wZ Z Z 8 M ` > A IN `- 120.00' VC m cc' C7� gq\ 00N FINISH Z Low (f) fine O - r fl9 w w GRADE (D C1 150IDE ' f < Cll 0 w + tri N 00a ` ) `� 1 SCP U) N�fA (J)o0 co to oo (r) O ®� t . O c- SC Qp ct () a1 00 r7 00 00 00 00 r � 1'- I EAR 0i w t0 � \ d r to (0�, > m > m 00 + ci (0(0r.. Qu- � (0(o ° (C) (c3 $" PVC U Cp r99 45 r" 1t l'- O LF SAN 0.50% 8" Pm, PVC SDR21 r > Q 94 LF SAN 050% . F'VC WATER MAIN 8 P _ FINISH GRADE p TO MI DLE OF CIRC E z U 143 LF SAN 0,5(% 8" PVC �. ----- ft EX1S G GRADE elf -1 143 L1 SAN D HEAVY WALL DR 35 285 Lf SAN 0.50 1,10 8" PVC + - 1'-6" MIN. CLEAR HEAVY IALL -1.00% o z � CL n FIN SH GRADE 5� TO END OF ROAD < 01f �. TO END Of ROAD ®II LL >0> D Uj 1 W ` � L m Q m 1.1.1 1-- 0 '-0" 4 a z --J p 0 t[? N ! Ld O W + c0 \ Q Cll} W CJS f p L1J > O L1J t` t Ill M U'J 1- N (I L1J r- Ls_J > Q t0f7 ti C) , + `- + - N m + + 10 + ?- m LLJ + lel + F1i6 I- `�` f" + F T- + �1 + CO w -i v) Li! Q t!1 d [*d I �} w c!3 K] • cfl R f` r <E i` es 7 - 00 N Go Lr7 < —CD q r� w Q Q ¢ <' N d -U7 rn°° Ln 4 coo coo r+� ¢Liti 00 V) OrJ¢ 1 H ; U7 c0 F - LJ �L l� t� W:200 J-- o4 (/) + F- [I) f - �_ V) (!7 I �C H -�{ F X, m co (0 V) co� F- U) l- I 4a V) � F-- ci7 U) I-- cD w � ��- f! [/) F- c s Ca Q` Q !- Q < of L,s V STA. 24+ 8 V) L1 Q L/) t50 CfJ V) V) 00 C14 LQ © N r-) 00 L0 [- (r1 r (0 Oo Liz O N r7 d L() N (`L r- .- O 00 N 7 r7 a3 0 to t'7 . 0 "` rn r7 r�. O Lig r7 t- O •d = O t7a r (0 tc� (0 tf) +-- r to 00 (s, cs3 Lf) 0) m 07 00 00 csy 1- t- rh to (0 Ln r*7 XD d' 4 (>5 � N � e- O d r CO m co wi rsj cs� rh cl7 r'? tI i � r+j r.j *-- (V � ' (0 �j r7 Q � u 1 tf7 N (� h 00 6 N ai e37 Od .- 06 0i 0; � Q C3 N � CEJ t1i tri r i 4 Lr� 4F (£7 (fl (0 cf3 Oto LGl (fl ti? iia (f) to tD t0 t0 tD w CO Cfl Ct7 cf) (i7 (0 L0 (x7 [i) (fa tia ffD t0 (0 (fl [O (0 t0 C>? ! tt7 (' (0 tfJ (D tD (0 (i3 O ct7 [D (d Cfl (0 t0 n t0 to ct) (0 c0 Z. (0 (D (0 (0 (0 (0 (0 (0 (0 (O � � � EO (57 � !`� t` � r- r` c0 h f - (D r+ tfj tD (fa (0 to (0 cf3 CO (.0 (S7 (0 to (0 CCJ (0 to (0 (0 (O 0+00 1+00 2+00 3+00 (c> c6 (O M 4+UU (� - tQ m N N O co 4- 00 (S] to rr7 LO co 11 ] te) to rn m �1 l<7 o0 L- (G O r- co t' 00 N f r� N r*� oo N .--- (0 �- r'7 � [- r- tet- N O N O U.S. 4 IlZlOZ04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAX O 0) 00 j 11 O z (ii cfl (L7 t() tf7 i�> cY (Li C-0 r-,►� �j tV (0 to � O (D t0 (7� Oo tP? r� � cii Lf? ti} U7 Ltd r'� � (1) N N N CV + � t0 (i> tt] (0 C0 w c0 to (0 ((> (0 cfl co (0 (0 (0 (0 (f� (i7 t0 ti) (0 (0 E0 (0 (0 co t0 tf7 Lri (0 C-0 + 7 lr3 cp (0 `-�� IIpa ,� 0 5 a -1-313,0 3'-0" MIN. COVER II La 0 PVI STA 18+50 °fa cin vi a A.D. _ _5.1 1 -2,27 1 K = 44.01 Lo r-- r oor og tjp o .- 1f10.0 ' VC --- f- +tfl Ln� +f'o a r r- co ! rl-_ a. D) o0 - -- — ti _, f w > II II > o U-)- + (o P STA = 21+2 zNQ- o Ld - 0to T " PVI ELEV = 653.25 PVC SD 1 - -- n WATER MAIN ® V) =} > - 0i L;.i o A. D. = 3.36 L1, IL a- c>ia- m > 2" SDR21 + K = 35.70 LLQz 8 M ` > A IN `- 120.00' VC m cc' C7� gq\ 00N FINISH Z Low (f) fine O - r fl9 w w GRADE (D 00 ' CO- < Cll 0 + tri N 00a ` ) `� U) N�fA (J)o0 co to oo (r) O ®� t . O c- SC Qp ct () a1 00 r7 00 00 00 00 r � 1'- I EAR 0i w t0 � \ d r to (0�, > m > m 00 + ci (0(0r.. Qu- � (0(o (C) (c3 $" PVC U 1t l'- O - r > Q 8 P _ FINISH GRADE p TO MI DLE OF CIRC E z U \ ft EX1S G GRADE elf -1 G1 1,54Loa: D + 1'-6" MIN. CLEAR -1.00% o z � FIN SH GRADE 5� TO END OF ROAD < 01f �. TO END Of ROAD II '-0" MIN. COVER 2" SDR21 FORCE MAIN CO w v) �. —CD r� w �Q -U7 rn°° Ln 4 coo coo r+� CD + CO :Zi Q < of L,s V STA. 24+ 8 V) V) V) 00 C14 G-¢ TERMINAL IFLUSHING C NNECTION (� - tQ m N N O co ab r t� c0 Y-- (S] to rr7 LO co 11 ] te) to rn m �1 l<7 o0 L- (G O r- co t' 00 N f r� N r*� oo N .--- (0 �- r'7 � [- r- tet- N O N O U.S. 4 IlZlOZ04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAX O 0) 00 j 11 r"` Cq CO (0 (ii cfl (L7 t() tf7 i�> cY (Li C-0 r-,►� �j tV (0 to � O (D t0 (7� Oo tP? r� � cii Lf? ti} U7 Ltd r'� � (1) N N N CV + � t0 (i> tt] (0 C0 w c0 to (0 ((> (0 cfl co (0 (0 (0 (0 (f� (i7 t0 ti) (0 (0 E0 (0 (0 co t0 tf7 Lri (0 C-0 + 7 lr3 cp (0 0111 17+00 19+00 20+00 21+00 22+00 23+00 24+00 J+ 00 6+00 7+00 RUFFED GROUSE +C ORT — LOOP m 670 r.r DATUM ELEV 555.40 A1' -T H nF Ronald A. Mislowsky, Jrz CERTIFICATE NO. 020674 REGISTERED PROFESSIONAL ENGINEER _, 1- CD ro m ori C) ill 8+00 9+00 10+00 •-- tQ DRAWING REVISED T.A.W. It 11 7 2U 01 DRAWING REVISED UTILITIES FINISH GRAD D.J.S. to r REVISED PER REVIEW AGENCY COMMENTS T.A.W. U.S. 4 IlZlOZ04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAX D.J.S. 5 06 N T.A.W. R.A.M. NO. co }5: LQ BY CFTC"L?. + � CL 0 - II PI -2,097 LO l ,� 5 a -1-313,0 3'-0" MIN. COVER °fa 1 f- ! rl-_ a. D) o0 ti _, f V1'- 3'. MIN.tiCLEAR C zNQ- o " —' s PVC SD 1 - -- n WATER MAIN ® V) til: L1, LL Ld LLQz M > `- > m cc' C7� p 00N Z Low (f) fine O - r ' CO- rT X N 00a ) `� U) (J)o0 co to oo (r) O ®� t . O c- ct () a1 00 r7 00 00 00 00 r � ! - r 0i w t0 tp d r to (0�, (0 (ra s (0(0r.. c€� � (0(o (C) (c3 10+00 11+00 12+00 Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadifly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2189 F 540.665.0493 13+00 14+00 11+00 VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 1 -5/1 y 01 DRAWING REVISED T.A.W. D.J.S. 2 7 2U 01 DRAWING REVISED UTILITIES TAX D.J.S. 3 __L"101 REVISED PER REVIEW AGENCY COMMENTS T.A.W. U.S. 4 IlZlOZ04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAX D.J.S. 5 1 1 3 05 I REVISED PER COUNTY COMMENTS T.A.W. R.A.M. NO. DATE I DESCIMMON BY CFTC"L?. 'N 9314270 err ,pix D �r �+1 n �r�y ,�y DATE= S,T)OB RR ST.4. 1 V T V 0 l V 04*5V 3%2/01 BO" PROF"oY S� X COUIVTY V1R(,'1111A n� PVI STA = 0+50 PVI STA = 2+10 PVI ELEV = 693.69 PVI ELEV = 692.00 A.D. = 0.94 K = 42.38 A.D. _ —0.86 K = 46.36 I I 40.00' VC 00 40.00' VC rn Cn M II + O zII Cp V LO _ 0 CO rnO d- 00 4m M N� 11 II II it p h r7 000oo� M �� J� p J o HOtD O N I rn00 4 OO J�+ V(0I-N n(O•tN-- to" Nw V) 6j OD V0� 1 t^M 0 PVI STA = 6+92 pp m ow (O 0 oMPVI ELEV = 682.7 5a a+. � m[p W (nNK�2 U In W Neil{- O_MM 00 ODNp�pO A.D. _ -2.84 —2029 m °' w a�>� FINISH �It(0u= +4006 oil, N MCRA N ( K = 35.20 I 2 C 00 690 CClinn It ItClInn 68 LL 0 EZ Z 670 C.) Lei. N W 660 O it /~y z w W Y U to O CL mZ N Q O �� O 1 X650 0 N NIr U_ H DATUM ELEV 645.00 O 00 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 13+00 14+00 15+00 SAPSIICIIOR LANE 1 5/17/01 DRAWING REVISED T.A.W. D.J.S. 2 7/20/01 DRAWING REVISED UTILITIES TAW. D.J.S. 3 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAW. D.J.S. NO. DATE D 58CMPTION BY CMCD. PST H OF VERTICAL: �`�" �� FE-400M GRAPHIC SCALE 1" = 5' o c Patton Harris Rust & Associates,pc PROJECT NO 5 0 5 10 Ronald A. Mislowsk , Jr Engineers. Surveyors. Planners. Landscape Architects. R.7HENANDOAH 1314210 Y z DATE. o CERTIFICATE N0. - 3�2�pI 020674 a 117 East Piccadilly Street, Suite 200 SAPStI=B LANE STA. 0*00 TO 15)-50 s1� HORIZONTAL: PH GRAPHIC SCALE' 1 " = 50' REGISTERED + Winchester, Virginia 22601 ROAD PROFILE'50 0 50 t00 PRENG NEIERAL T 540.667.2139 2 F 540.665.0493 FREDER/CK COUNTY VIRGINIA 41 MIN. C VER+�1p u J � o� NO F_ ~ ZZ S CD O�o A. V�'N�11v Qac>� o L W POINT ELE = 6fi9.81 o��`Ovo-iz OO�ZZ D OpcO N N +CV (D tO II ZO oorn d' LOW POINT STA 10+35.59 �" 1= � � .1. it SII _ o � CID to h PVI STA = 9+92 II Ilzz��w J V M OMV PVI ELEV = 668.47 ��»>ao o HIGH POINT ELEV = 673.95 .-.- zzz HIGH P INT STA = 1 +1$.57 t77 p -1.929,• zzo m d. 1 �� A.D. _ .63 P STA = 13+ 6 \ + o K = 3 .17 P ELEV = 674 72 hh^ 15" RCP zzz h Gi � ^,�^��tO 200.00' VC A.D. K �= 36.046 � PVI STA 15+00 2t0 �pzza A.D. _ -2.72 co m K = 2.06 i t•8tq, \ � �»> r `o rn 60.0 ' VC 297 (F SAN 1S" RCP v~i zzz mN 0 (6 IR of � �o 4" PVC SDR-21 \� N ON VM Or + +(hp N NthD �rnap^ FORCE AIN t,g2q Cttp � rn oro M� (� o = ,+• � 0 0 0 C14 V) e .} �ONCp II 1 M I II � I II Ii N h •�. � �'I'NfD II 0 t0" PVC SCFoz ui.- '� v <C � ¢ ¢ � tij i;j � n �zo + � O oNi \ U II - O M W O W F-- W H F- W U 4 1i 38jg �4, j In 1n�? o� IF >a > Sa m CO w w (n(n�_- � Iii ui 00 �, rn Il p � 2 Il 11 (� U U U '?CP \ CtlO� %1.88%-- --��-_ 2' 1'- "MIN. CLEAR C1115 Ci'Z4 t8g (F \ plc 0111 ' 4'-0" MIN. COVER 1 / 304 LF SAN 0.50q \ / 1 PVC LU \ p \ / 8" PV O \ 392 0.50% SAN w� JU J } } V � J W � O p Q O W = � -� > H + >Z �Z C.I� � 00 QQt- h� Q O Q h W� UZ_ o+ N "' m = STA. 12+0 .14 SAPSUC ER LANE ¢ '�'' d W �' STA. 12+8 .17 OSPREY LANE ¢ C:) _ ¢ 1J � ra- 200 w � �- � x °O I- �w c� F � N 3 to K w t/I ti � N !n ¢ li 2 to L� O W d• I•� .- O O 17 h Q� M (n h O� r7 IA h Q� M � W O N d � N N d O O N M d• O V M N N M N h 6� O N � h M O a0 O d- M O Ib d� [q (O tD M O O h O N h O N h O M o0 O M o3 N M (A tD d• W h d- O N to O � (O O OCA o0 � t0 N O O W co ^ O d- M O o0 h O O � d- to � d' a0 "0", M 00 O N to � tT m on W lC') M O V O 0p M `r � d• (O M � O M N O N N O N O O O O O O O OD O W f� O h tD � t(J Cl7 h tt7 N O d' d' � M N O [V CA N IID 1`h � N CO O ch N d' M N lV (V t7 NS M d' M LV W a0 of rn t3) rn rn tb W [q aD [d 0066 h U*) O O «7 � h N h^ O r-1 0 O� h 0 O h 0 O h '- h N N h M M h� M h l". M N h '- ^ h O T h W O O (A (P c0 CA O cp O W '00) to (O � t00 � tD (�D � � Cep '000 ED to � � � � O � t0 O � � t0 � � O � � co (D f�D O (O Cho � (h0 (hp � th0 th0 t0 � O � O th0 � th6 (OD [O (00 [h0 O tD O O O ch0 [O O [O CD O ch0 (D ch0 O � [h0 O O Cho O � (� tD � h O � (D O O O co t0 CD O (D (O to 59( 588 57C 560 DATUM ELEV 550.00 L0 ca In 680 670 5560 650 16+00 17+00 18+00 SAPSUC'KR LME I I I I I I a JI �►�- o �68C ao,� ozoa II IR DNcn+si Ifpz� I > � whi 19 II 1-w o _jl-cN niEzz cif u-za CL `2. 67( •li ca c0 O f¢• V5 64000 00 I` (o LOW POINT ELEV = 664.07 LOW POINT STA = 2+24.15 HIGH POINT ELEV = 668.49 HIGH POINT STA = 3+95.90 PVA STA = 6+91.75P\A STA = 7+61.75 PV ELEV = 666.31 PIII ELEV = 666.23 A.Q. _ -2.34 A.D. = -4.26 K =17.07 K=11.75 FIVI SIA = U+4V PHASE PVI STA = 2+25 �r Ir; P111 STA = 3+93 K? _� N LJ r• �_ CONTSR CTION aco N � GS FOR M' cli rcli co v N Q O wCV PVI ELEV = 671.17 ca - 0 + (D N p o o (120 40.f 0' VC vi II R za ��Foo HIGH PC INT ELEV = 5 0.00 Q�>> fl p�zWW A.Q. _ -2.89 X z � W (.t A.Q. - 10.02 = 574.00 HIGH POINT STA 15+70 A.Q. _ -9.77`' Q N (AciE� o tn 1.48 50.00' VC PVI STA = 15+2 ua° - 6 I 00 K= Z 7.63 K=16.47 Q TM co PVI STA 16+50 K=16.88Lo o +�(D`r' � cn If ft z A.D. 2.01 !',c c� to (6 to 10 `:'Ei `n �z K- 9.77 100. ,--- 100.00' VC CO VC 0 o U} � N ,-nom � 'i-jcU ti 165.00' VC + LOW POINT ELEV - 663.23 100.00' vC h If .-+ co + o a r -,EX GRADE -'oI It a' + > cn f! PI z p ¢ ¢ - z� to(o co FINISH �� 7> � ccnn uor- GRADE v"u'E zz C5 lC7 W - en LOW POINT STA = 5+85.84 o O 7 LOW POINT ELEV = 659.41 �t II W + od Ga +� ai (0- CJj f� c 01- c 5 t- PVI STA = 5+83.44 IR w w m " FORCEII v W LOW POINT STA = 9+33.47 VI STA = 8 80 m m � h AIN IJ W� W_.r (A di x ca a (A Cn - 5 VI ELEV = 661.52 m CC 7 (n 14S o z z a > fb cr/° Rcp . �,`, 3% A.Q. = 9.1 _j `�' , Vr ELEV = 65 .73 CT) z rn �• ¢ �W �f n r - (n Lj env C5� a[ z (k:` cn Nmu- 007 V) Co N C7) ? s� fo tet co en moi- Lo � [ � co o')N !'"f I- Q C7) C7 to D K = 16.4 M1 <D '_ N .0(o Cco 00 m a ^ (L0 CAO (iD D D � to w 59( 588 57C 560 DATUM ELEV 550.00 L0 ca In 680 670 5560 650 16+00 17+00 18+00 SAPSUC'KR LME I I I I I I a JI �►�- o �68C ao,� ozoa II IR DNcn+si Ifpz� I > � whi 19 II 1-w o _jl-cN niEzz cif u-za CL `2. 67( •li ca c0 O f¢• V5 64000 00 I` (o LOW POINT ELEV = 664.07 LOW POINT STA = 2+24.15 HIGH POINT ELEV = 668.49 HIGH POINT STA = 3+95.90 PVA STA = 6+91.75P\A STA = 7+61.75 PV ELEV = 666.31 PIII ELEV = 666.23 A.Q. _ -2.34 A.D. = -4.26 K =17.07 K=11.75 FIVI SIA = U+4V PHASE PVI STA = 2+25 P111 STA = 3+93 R TO TREA T PLAN CONTSR CTION CON ACT DRAW! GS FOR PVI ELEV = 671.17 PVI ELEV = 662.00 PM ELEV =+670.50 40.f 0' VC PM STA = 13+00 HIGH PC INT ELEV = 5 0.00 A.Q. _ -2.89 A.Q. - 10.02 = 574.00 HIGH POINT STA 15+70 A.Q. _ -9.77`' tn 1.48 50.00' VC PVI STA = 15+2 K= 17.31 I 7.63 K=16.47 PVI ELEV = 580. K=16.88Lo � `t"Lri to (6 to 100. ' VC rJ0.00' VC 0 o 165.00' VC 165.00' VC LOW POINT ELEV - 663.23 100.00' vC + to '�' co + o 00 � a) `�"{' - z� to(o uor- C5 lC7 W - en LOW POINT STA = 5+85.84 o O tr LOW POINT ELEV = 659.41 fo II W + od Ga +� ai (0- cv f� c %-I-FINISH c 5 �'' `' ' "� 0.00; PVI STA = 5+83.44 �; w w m � v W LOW POINT STA = 9+33.47 VI STA = 8 80 m m I- CY (A di x ca ►f fi ? (A VI ELEV = 661.52 m > 7 (n o z z a > fb m . �,`, 3% A.Q. = 9.1 _j `�' , Vr ELEV = 65 .73 =� z mai Ucn__ �' ,,� 3 EXISTING K = 16.4 00 m a ^ A.D. = 7.4 0 L`' 7q 1.25% z 0 150.00' V I .r r # co K = 2{1.26 Y 1> } M f CD 10 P VC DR21 6" PVC SD 21 FORCE MAIN d ,� + foell% f...� c, 8" PVC S0 FORCE MAI 21 e . c4i o N WAFER MAI I Mtn "o � ro CO 00 II RR IR RI 7 iR fl 7 co + �+ ro cD % ai:/, citn r �' s - +e' c�� I! if + d iiZ j } TO Q W V W d wi W QW f- rr r- Q "r7 � C) W 5 &i i If 1 I + W zZ 2¢ (� � cLi ` ` f! lE O U) U +'o [ a (r) 5 [� 5 U7t}! r 't d LLI olf z 0 Q ccn En mCQ + W V5 QJ Ljj Q ¢ {n > W I _" `° ftl h `Cz� � -U �z �[Y]Qt�t zI.[� 00 " ob w U Of m c �� cv) CJ Cb 1. n Il EA' GRADE .? �i o to < I �I If tl d E- V) F¢- � to Imo- d I� cn � to N cry p cn N Z sso I- Z Q J a IQ r- 0- c o cn 00 h 04 I" W.0 V5 t, i U) N (n.03 e r) t� 7 m c4 o C] 4Q rty r 5 ,- ct �f cn fo cn C h 00 p 7 r) f` SD oa e r' n M ccs r" 5 to O M r7 !`. •- d i` t- to i- t. r) sv Rc5 r- rn o C0 J .© o C) C3 CS 0 ey 0 O h u� r Ln U7 �j CV `r � CV f• m f` m i• f` r° ,er, tfi n tC `� to m w ,n ()d t`, UD' � 00 � ai ui `- gq `-,� rl tlj (D FINISH 00� + �� Rn +n to Ln Lo crl Lo I.n cn en Lo u7 ►n to cn � un +r5 u'3 u5 u'S 0�0 Lo 0�0 cry _ yy N O / �°'� 09 02. 2. ia m GRADE 5;C1 » -0 MIN. CO R 4 w \ �� fI / / 9� � fI Ii CL o V) / ` (Jj > W " FORCE Lu / \L I W 36 1.21 C 126 Al I$ -6t MIN. CLEAN\c1119 01136 � 99 LF SAN 0.50% �" �v _ 122 LF' SAN 0.50% 8' PVC 211 LF SAN 0.507. \ 114 LF SAN 0.50% E3 C � 1'--'6" MIN. CLEAN' CD, L-1 r-�; 1'--6" MIN. C EAR �> w � Fr p C> ��j Q W bi LL � (� to 0 W 2 � � j z l'-6" MIN. CLE R 0 m © z Cl z z Q `> c� d zW Cl n L7 Ili z to �� h-. �` c5; (� ¢ 1 C-4 Q m m m� © p uj , eW- z ca m w m m an w m as f-- z try � z a` W �' wW- � a z ►- I rc �t M W ro c� Et w M LiJ 00 :# lo' e� a C3 a h M Cfi s.fD "r aO d ' o � cY9 r`> � U-) w cV 0 o�n� tt � Lo Com! � N � Q d (� sY W OE] Z "� d < � N � Q U3 z N► C - r w- N N d �-.. d d N tt7 00 CA U7 1!] u0 eD .- f� N i�F- e rr5 Io W r'� J d` ,fir d Y- f .- W 6 Q Q !- z f 1-- _ i - z F Q i-- r Q ` P � J il9 ,- � '� }- � `•" 4-- .-- .- Q ' 4 '"� 'Q '�- '� � � �'FcwXo Q t �r � W 1t3 V) V5 0000 en V5 oO tl7 c0 (n 11- VJ o0 V) o Sn00 V5 s� V5 00 c9) 00 Cri CIQ V5 00 V5 as ir as to o0 V5 0c) e- c 1 cn a0 Va � V) (nes VD 415 CV cn d ti V5 a0 © (n cy V) 00 V5 NL V5 � i � td- d � CEJ � � O N ouo) N OQ Q [b D to � � 14- N 0 � d t �- N ! ] � � 7 00 rn � 00 h N LO C3 cTi C1(S cD efy moi ! �! d' sh kC5 ` f� CO GO 170) co C: (fJ (6 �` L6 4 ul r) P6 r'� d rj OQ 4 ui CA (6 V-� tp t() 0�0 u) e'} rN"r N N C��# C7 1. C�f3 0; dam- m M 6 fro Ch C� O d 6 077 C�j O() rte} cD OCX to cfl co cD cc) cp tsa ca tD cD cn eL) to '� cp CD ci7 co cs7 (fl to ED co to co co cD U> co cD (D co co (0 flo � cD cs� co (0"o cQ (o co cD (Q cD (0 to (o tQ (o � (D cD (0 cD (Do (D co (o (D 4' tt5 (o cD (D ct� (D (0 ca (o cc] ' to cry u cry to u7 cry �' co w tc� L0 � tp ' c>0 W) (.0 co ic1 (D (o cti c0 to co « to tD cfl cD up � co co co to tD cn ct5 cp co co 0+00 1+00 2+00 .5+L)U 10+00 11+00 12+00 13+00 14+00 CRAPPIE 6wOUE i 15+00 16+00 17+00 4+00 5+00 6-+-00 7+00 �- H 0 ZRonald A. Mislowsky, Jrz 0 CERTIFICATE NO. 0 020674 � b r rREGISTEREDe r PROFESSION �� 8+00 9+00 10+00 11+00 1 VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 PHASE ONE R TO TREA T PLAN CONTSR CTION CON ACT DRAW! GS FOR CONT NUATION PM STA = 13+00 HIGH PC INT ELEV = 5 0.00 PVI ELEV = 574.00 HIGH POINT STA 15+70 A.D. 1.48 PVI STA = 15+2 K = 7.63 PVI ELEV = 580. P.QF3 100. ' VC IC- 36 67 100.00' vC C5 lC7 W - en O co + fo + od Ga cry cv f� c %-I-FINISH c 5 �'' `' ' "� 0.00; W W GRADE m m II (A a > fb m 3% n _j EXISTING `2 GRADE 0 7q 1.25% z 0 .r r Y 1> } M f 10 P VC DR21 6" PVC SD 21 FORCE MAIN 01023 8" PVC S0 FORCE MAI 21 e WAFER MAI z M f- rr � C) W 5 w a I + W zZ 2¢ (� 0 l j C Q �- m d LLI olf z 0 z Q p Orr) >_ W V5 QJ Ljj Q ¢ {n > W to h `Cz� � -U �z �[Y]Qt�t zI.[� 00 � QW ob W U Of LJ 0 �� cv) CJ Cb 1. uj Il to < I �I tb d E- V) F¢- � to Imo- d I� cn � to N cry p cn N Z Z I- e Q. C7 O co � � u- -a c� Q J a IQ r- 0- c o cn 00 h 04 I" W.0 V5 I O O CA f.i W U) N (n.03 r) c4 o C] 4Q h r 5 ,- ct �f cn fo cn C h 00 p 7 r) f` SD oa e r' n M ccs r" 5 to O M r7 !`. •- d 0) 0 t- to i- t. r) sv Rc5 r- rn o C0 J .© o C) C3 CS 0 ey 0 O h u� r Ln U7 �j CV `r � CV f• m f` rri n i• f` r° ,er, tfi n tC `� to (� Io w ,n ()d t`, 1' Qi V) 1~ c3i tai , i eo � 00 � ai ui rl tlj I� Rn +n to Ln Lo crl Lo I.n cn en Lo u7 ►n to cn � un +r5 u'3 u5 u'S 0�0 Lo 0�0 cry 10+00 11+00 12+00 13+00 14+00 CRAPPIE 6wOUE i 15+00 16+00 17+00 4+00 5+00 6-+-00 7+00 �- H 0 ZRonald A. Mislowsky, Jrz 0 CERTIFICATE NO. 0 020674 � b r rREGISTEREDe r PROFESSION �� 8+00 9+00 10+00 11+00 1 VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 67C 650 640 630 620 610 DATUM ELEV 605.00 V n t0 HIGH POINT ELEV = 677.13 HIGH POINT STA = 16+91.82 PVI STA = 16+50 PVI ELEV = 678.00 LOW POINT ELEV = 674.46 LOW POINT STA = 19+50.48 PVI STA = 19+75 HIGH POINT ELEV = 682.49 HIGH POINT STA = 22+46.59 PVI STA = 22+25 PM ELEV = 683.00 A.D. _ -5.03 K=19_R9 PVI STA = 14+50 A.D. _ -4.23 PVI ELEV = 674.00 100.00' VC PVI ELEV = 672.00 K = 47.27 A.D. = 4.83 to O A.D. _ -2.28K = 20.70 + I I N h N K = 87.83 — 200.00' VC — `q (0 00 + I I C-1 00 100.00' VC t14 (D 0i 200.00' VC > mm > U to w w h ( ^ O N 000 U -)O to 0 U:� U-) N h W> WISH ° n > (riti(riG ?2' PVC SbR21 -1.23 ' N74 TER MAIN �� U -)r + // t(6 tD / \ 0.0 4.1 \ M m / U-) 0) / \ / + co / LOit� \ / - — + J w 1 � / > w A01.R 12 / `2 7q / 1.00% / U U / / C1037C / / \ / / / / / / F- 0 0 U > � w r o� z 1 >U) Z W J 0 a r r r a 0 w Ow LLJ U m Z W `2 (=J J J m ca m wa w >_ W O U Q O Z Q Z J (n m d' - Q I.- < w F zN Cc ¢ m f m a > I- Mo c6 >WWQ m 00 .- m 00 Q (o m� w d- K N Z. Lo w Q 0)) 0 Li V) < O Z VI +\ \ d' W m to 1- 00 0) to + WO + m 000 + to +� + D + + +}w--Qcl, p + + N N N � N W S N N m N Q Q Q WQ m oo H Q W Q. Q Q =� " tij Q Q Q Q d - V) N V) lL V) .-.- 3: (V V) .- E (V V) .- V ) V) N Li V) V) 1- V) WF- F- i 0 00 V) V) .-- . �' t� (D W .- M h to O N co O V v N h O N N (D M 't' M d' M d' O O M N �) O O 00 O O O rn �t O a0 N O O n O 00 to to °O �t M (0 N N O O M to O O O O O O O O O O d n O 0) 0) h M r O^ N O O O d' O m n to a0 a} [O tb h O N CD 0) r. n �--. 00 to N 0) tD d' O O 00 O r� O to "t M N rn M d N 0) U) W to .- r- M a (D t6 tD r� lb O t10..- N yM. <t- to � co W � O O � .- N n M � n h to to � tD O � (O n h n n to cD O (h0 (D to h to n d' at r V' h Kj to a0 co r co tK) 6) W O oD `4 CV 00o N (V n " � � O � O O n Oi t0 O to Oto to (p t(') O O O cD O (D t0 O (D O (� O n O O n O O (D n t0 (D O n fD h O n n O r h O t` h O O n n O f� r� O r, n O f` h O t� r O t` n O r� h O h h O tb 00 O DD 00 O a0 tb O 00 OD O (D 00 O tb co O n CD (D (D CD (O O (D O co O (D O O (D tD (D c0 CD to co c0 (o O (D (D (D co to c0 CD c0 co (D to (D to O (D t0 (D co U> (D O O t6 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 BALD EAGLE RRM iWatill VERTICAL: GRAPHIC SCALE: 1" = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 19+00 4T H OF Ronald A. Mislowsky, Jrz O CERTIFICATE NO. 0 020674 a REGISTERED PROFESSIONAL 20+00 21+00 22+00 23+00 24+00 Z O a z 0 v tr U. 00N W Z N O LOW POINT ELEV = 678.38 HIGH POINT ELEV = 679.40 LOW POINT STA = 25+72.17 HIGH POINT STA = 26+75.09 PVI STA = 25+75 PVI STA = 27+00 PVI ELEV = 678,00 PVI ELEV = 680.00 A. D. = 3.03 A. D. _ —6.38 K = 33.02 K = 15.68 25+00 26+00 27+00 28+00 B" EAGLE MUff 29+00 6€30 670 ■•! 650 340 330 M 310 30+00 67( o 64C 630 6.20 610 DATUM ELEV 595.00 0 0 ccs 600 PVI STA = 11+25 PVI ELEV = 663.48 A.D. = —17.34 K = 1.1.5 11 ti 1 oo.00' vC -- 20.00' VC W5 r vv,vv �-w - oo � (.. �' a � F- te) cp U� II Cs Ci + to - (oil it t- w s-- o J C> a Q v, FINISH r w (D PVI A. = LEv = 646.00 = 13.04 (D GRADE . + I < = 7.67 I snLn cv r~ u 1 N 0 (D r r- O 10Y (� Lel Ln -�— (fl Q 0i L;j C/i L;j Cts m ti N r~ EQ ui to (o li Pjj LiJ � � � � II It h. m d INISH GRADE as m l s w w CENTERLINE O PIPF > cap co 4 co Ljj uJ + Nr-- fs as + 00 �. Co CO � ao M 04 Eta <-- ao c i Eo rl 1,6a�b > �? LOW POINT ELEV = 634.20 14+10 _ u (co u-� TA � LAJ ll + N PVI STA 14+OQ -j - PV9 ELEV = 634.20 U) cn w 6.38 K — 3.14 f `6, \ 24.00' VC / , 9 `. Arlt DESCE EfN�GSLC J N} Mi r 4 ¢ o c6 _.�� PE -- - FINI —1.ODi u ;j vi l`i-�`r`° \ it GRA E PUMP 0; o u � 7 cfl F - n II z o / STATION ACCESS ® oa m r ! Q g g 7 > f f ROA Q � � r LL EiD N N Z) O N N / r 6' PVC SDR21 \ a<mzz J FORCE MAIN / r r r rr 1 � Sq�utv vc %(�a 178 LF 0.1)0% 0% !g„ A �� -- J a" Pvc 2 3 L.F SAN z � I J 40' 40' �r cn J HEAVY WAL411EAVY SIAL �l j \ O SDR 35 r� J 6" P VC SDR21 l l F— FORCE MAIN / OLJ �J - � z T z Lu 0 -z 13 °{° Z z Chis E� Co LJ4 O 0E� d N © � � to c c!i w C� —0 `r LLJO h �' Chi ou cc) � I d � g LL") cp d o� u, CJ; EV er Mj � tt z co W) N Car iry � C-) It C4 c6 L0 O, m (Li Eo 00 c>_ tD (0 co Q f� < a Ea Eta i.Q EL? Ci3 io N w ¢ O LL � +\ N 00 +O N +� z r +� Lf) «] +` Q :2N� N� _.� N N Lil N .- U I - iwa..t C F-- I O O 1"1 Ets Lo -,+ 00 r m d C, co 0 O N O �Y O CV Lo �- co cQ EV CV � � N to d Ln 'n N 0 CD c71 n C) CSs �- R t` oi 06 t`- n 06 r! [� U) t— ,3d r- C6 r`- a Cis r! � � t` � r� � � � r` CQ `�° (rs r` r` 3 t � rr3 (� 0'> t`- � a*) n P: to Ci] <D tt3 CD (o (o (o to Cn co Eo () CO (o co (E) � (ts Co (o Co co (0 (o ,o EQ 25+00 26+00 27+00 28+00 B" EAGLE MUff 29+00 6€30 670 ■•! 650 340 330 M 310 30+00 67( o 64C 630 6.20 610 DATUM ELEV 595.00 0 0 ccs 600 PVI STA = 11+25 PVI ELEV = 663.48 A.D. = —17.34 K = 1.1.5 11 0+00 1+00 VERTICAL. GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE. 1 " = 50' 50 0 50 100 2+00 3+00 4+00 5+00 6+00 7+00 SAS " 101,E TO PS 101 TO SAff ,,x-1038 - STA. 0*00 TO 8*50 T H ©�' Ronald A. Mislowsky, Jrz O CERTIFICATE NO. — V 020674 8+00 z�r*� V z 9 0 C3 LL 0 ti _j CL -- -. -- 20.00' VC W5 �-w - oo � (.. �' a � F- te) cp U� II Cs Ci + to - (oil it t- w s-- o J it itzzQr,jw — Q v, z z z� o w tr___Eic3t>ti r w (D PVI A. = LEv = 646.00 = 13.04 (D . I < = 7.67 I ED m o u 1 0.00' VC 10Y + Ln Q a- usM ui to (o li Pjj LiJ � � II It h. m d INISH GRADE l s CENTERLINE O PIPF X70 �zzz 4 co �. ao M <-- ao c i Eo rl Ln rCO II �? LOW POINT ELEV = 634.20 14+10 u (co LOW POINT TA ll + N PVI STA 14+OQ - PV9 ELEV = 634.20 U) A.D. 6.38 K — 3.14 f 24.00' VC , of o) as J N} Mi r 4 ¢ o c6 FINI }� u ;j vi l`i-�`r`° it GRA E PUMP 0; o u � 7 cfl F - n II z o / STATION ACCESS ® oa m r ! Q g g 7 > f f ROA Q LL EiD N N Z) O N N / a<mzz J / 1 � Sq�utv vc %(�a 178 LF 0.1)0% 0% !g„ A �� -- J a" Pvc 2 3 L.F SAN � I J 40' 40' J HEAVY WAL411EAVY SIAL �l j \ SDR 35 SDR 35 r� J 6" P VC SDR21 l l FORCE MAIN / �J - z Lu 0 13 °{° Z Chis E� Co d N c U) (D C� —0 `r � '� h �' Chi ou cc) � � g LL") cp d o� u, CJ; EV er Mj � tt Q ti ¢ rh co W) N Car iry � �-00 vi It C4 c6 L0 ELt CD (Li Eo (o c� [U (.C) tD (0 c0 Ci7 co f� Eto Ea Eta i.Q EL? Ci3 io 0+00 1+00 VERTICAL. GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE. 1 " = 50' 50 0 50 100 2+00 3+00 4+00 5+00 6+00 7+00 SAS " 101,E TO PS 101 TO SAff ,,x-1038 - STA. 0*00 TO 8*50 T H ©�' Ronald A. Mislowsky, Jrz O CERTIFICATE NO. — V 020674 8+00 z�r*� V z 9 0 C3 LL 0 Q z 9.� 0 0 LL 0) N w 0 -- ac ke w enc 0 ow 9+00 10+00 11+00 12+00 13+00 14+UV 1:�-rtjv a v TUB SAAMARY MYER SAW Jff 1012 TO PS 101 TO SAN' MY 1088 — STA. 8150 TO 16698 VERTICAL: GRAPHIC _SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 H C1,� ZRonald A. Mislowsky, Jrz 0 CERTIFICATE NO. 02067.4 P REGISTERED PROFESSIONAL ENGINEER _"O: Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 PH R+A ? 540.667.2139 F 540.665.0493 Ll - 0 tf)� d- ri r w © a (-U')4') LOIl�LJFF--j 5-. LL) y >0zU-z w0ED 370 ..1 654 630 620 610 1 r5 17/01 DRAWING REVISED 2 7/29/0 . 1 DRAWING REVISED UTILITIEST.A W. D.J.S. 3 9/11/01 REVISED PER REVIEW AGENCY COMMENTS T,A.N D.J.S. 4 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A.W. D.J.S. 5 1/3/05 REVISED PER COUNTY COMMENTS T.A.W. RAM. NO. DATE BY CHIC'D. REYI~SK)NS MOJ T [�► X11 q ]� r]� rt.JH.L�'I'N.f3.1 YI> ��1 137.4210 DATE: 312107 PIPS' PRO= SHEE Aff 1012 To Aff 1038 — STA. 8*50 TO 16- 98 80 41 ��aQR,cK COUNTY i/WG�NiA DATUM EL) 640.00 670 ca C ca t C, 660 650 64C 63C DATUM ELEV 630.00 C C it co MU-) N Qow. w(0 ^(0 !I �I- IIS >> U (n K 0100 1+00 2+00 5 1035 & 5" " 1044 TO D,�416% 1043 �tU ,�vv 2+00 3+00 ?s2 TO SAff 1004 H 0� r'lz�-P -� �i a .Ronald A. Mislowsky, Jr,_ 0 CERTIFICATE NO. 020674 a, REGISTERED 'ROFESSIONAL ENGINEER Graf 11k 650 670 Ci C Ek C a 0 C ..r 650 DATUM ELEV 640.00 ko _ Y0 •q�- (Unj tot6 0Cja(t3 FINISH GRADE SII EIS 4 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET !I gg zd��>> z 5 1/3/05 REVISED PER COUNTY COMMENTS v)V)X?a „ z z EXISTING GRADE TAX RAM._ NO. DATE DESCFdPTK>N z FfEVIEE30NS W i 1,314210 �.7 fel l DATE- aD�j(/��1�V�.I�i�r P)PE �!`.LIGV '�//l�fi4.l 3/2101 S" " 10,2,2 TO SM II sir S" ".1030 TO S" ".10L3 31 SM Af & &W Aff 1043 TO &W . 1048 .1035 E6" 4.1 t PVC S R21 200 L SAN t 35 LF SAN / 0,50% 8" PVC t EXISTI G GRADEo t I �! h C. ® ! p 11 1 / 'BEND oco I T 0U�a !E j((000 11 3;0Z +,0 O w Q�� (0 % TH MANHOLE (D Lj -j 0 !I 0 ('C r Q 11 1!? Aort,Z I� ¢>� !I gl zzp 'gym>»� V i I f "+0Z<m>> (� tt I � f �! U3 U)�Z t %�o �� J i f d d f ! 117 f% �+ I T f fl 11 1 4 D TOA LOW ALIGNME T < d WITH MANHOLE BOT f 1 I LLJ w r r) f 1 C `r' <r w p � ,z to 110 ria (1! CY- x) I-- VV s'? F2� w o i -R` - STA. 0+05 BEND 6" 45' BENE AND 22 1/2' REFER TO S N MH 1012 TO SAN MH STA. 0+03 1038 PROFILE FOR CONTINUATION 6 FORCE MAIN r-� C� q C14 Cv a j t7? C3 Ki (o CV C rn > Cfl (Y3 (>0 (D Cfa (f> Lf? (f? (Q 0100 1+00 2+00 5 1035 & 5" " 1044 TO D,�416% 1043 �tU ,�vv 2+00 3+00 ?s2 TO SAff 1004 H 0� r'lz�-P -� �i a .Ronald A. Mislowsky, Jr,_ 0 CERTIFICATE NO. 020674 a, REGISTERED 'ROFESSIONAL ENGINEER Graf 11k 650 670 Ci C Ek C a 0 C ..r 650 DATUM ELEV 640.00 ko _ Y0 •q�- (Unj tot6 0Cja(t3 +mow f9 =+(00011 SII EIS 4 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET !I gg zd��>> z 5 1/3/05 REVISED PER COUNTY COMMENTS v)V)X?a „ z z EXISTING GRADE TAX RAM._ NO. DATE DESCFdPTK>N z FfEVIEE30NS W i 1,314210 �.7 fel l DATE- aD�j(/��1�V�.I�i�r P)PE �!`.LIGV '�//l�fi4.l 3/2101 S" " 10,2,2 TO SM II sir S" ".1030 TO S" ".10L3 31 SM Af & &W Aff 1043 TO &W . 1048 .1035 E6" 4.1 FRQD?1 °IC COUNTY PVC S R21 200 L SAN 1 35 LF SAN / 0,50% 8" PVC I j -y I �! ® ! PROVIDE 11 1 / 'BEND oco I T ALLOW ALIGNMENT Q�� (0 TH MANHOLE BOOT 0 !I 0 ('C r Q I� !I gl zzp 'gym>»� V i I I � f �! i f d d f ! f% T f fl 11 1 4 D TOA LOW ALIGNME T < d WITH MANHOLE BOT f 1 I LLJ w r r) f 1 C `r' <r w p � ,z to 110 ria (1! CY- x) I-- s'? F2� w o F- STA. 0+05 BEND 6" 45' BENE AND 22 1/2' REFER TO S N MH 1012 TO SAN MH 1038 PROFILE FOR CONTINUATION C r-� C� q C14 co 0+00 Patton Harris RU St & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 R+A T 540.667.2139 PH F 540.665.0493 1+00 2+00 ,)+VU SAN1030 SAN 1030 TO SAY 10384 W �1 t� Q a- �0 aQ z La C.D Mw� roc zO m U— VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " 50' 50 0 50 100 1 5 17 01 DRAWING REVISED TAW, D.J.S. 2 7/20/01 REVISED UTILITIES TAW. D.J.S. 3 9/11/01 REVISED PER REVIEW AGENCY COMMENTS T.A.W. D.J.S. 4 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A.W. D.J.S. 5 1/3/05 REVISED PER COUNTY COMMENTS TAX RAM._ NO. DATE DESCFdPTK>N BY CW ID. FfEVIEE30NS PROJECT NO. [i►HrEj�►rA ]�]'] O ,� U 1,314210 �.7 fel l DATE- aD�j(/��1�V�.I�i�r P)PE �!`.LIGV '�//l�fi4.l 3/2101 S" " 10,2,2 TO SM 1024 sir S" ".1030 TO S" ".10L3 31 SM Af & &W Aff 1043 TO &W . 1048 .1035 4.1 FRQD?1 °IC COUNTY VWGINIA f E E I., 1 DA TW .EL 610.00 7 0+00 1+00 2+00 kZZIE 4+00 5+00 6+00 7+00 8+00 9+00 10+00 B4CR L CARSON Dffff STA. 0 -00 TO 18*00 -- EAST OF L4AT FREDERICK DRIVE VERTICAL: GRAPHIC SCALE: 1 it = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 11+00 12+00 13+00 14+00 15+00 1 P 16-00 THIS SHEET FOR CONSTRUCTION OF WATER MAIN ONLY. REFER TO PHASE TWO FOR ROAD AND OTHER UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF 3 —O COVER FROM EXISTING GRADE AND NEW GRADE, WHICHEVER IS LOWER. N M t5 LLJS i/) d LLJw 2 1 7/20101 REVISED WATER AND FORCE MAINS SANITARY SEINER AND STORM SEWER TAW. D.J.S. 3 9/111 01 REUSED PER REVIEW AGENCY COMMENTS T.A.W. D.J.S. I 4 1111 O 04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A.W. D.J.S. 5 1 3 05 REVISED PER COUNTY COMMENTS TAW. RAM. NO. DATE 80 BY CW D. o FF%-VOONS owsky, Jr�C'>ATE= Patton Harris Rest & Associates,pc Engineers. 'Surveyors. Planners. Landscape Architects. SH.�N".DO.e4H PF -Crr�' IJ142fO 3Aky,"Jr_! NO. -- a 11'7 East Piccadilly Stmt, Suite 200 �.. Winchester, Virgi�tia ?2601 PH BACHEL CARSON DRi U STA. 0*00 TO 10*00ED ,�", OF� FREIIERICIf L�RI`T�ENAL _ ER T 540.667.2139 t�Ql'"1rL �e 680 r�REG`Eft�/Ck Ct�UN%?' G'!R(,'INIA nr 4.1 I-IiGFI 01NT ELEV E 54.28 HIGH OINT ELEV E63.40 HPGI-I F OINT STA = 14+50.87 i HIGH POINT STA = 2 79.07 ~P VI STA = 2+7 — EV - 66? 3- Plil ELEV = 664.53 A.D. --9.15 >. A.D. _ -6.72 - K = 21.85 \ 720-10r PVI STA = 1+00 O` 200.00' VC PM ELEV = 658.30 - 135.00' VIC / A.D. 1.56 f \ \\ K - 2.05 Ch 70 50, VC `' + cv _ ciAn +(f C14 II 11) QD \� U/ m NC) m a) to CN LL OD ' / a LOW hIN T ELEV = 67.25 0 to N +� t�S ((5 0 `n w �lj a r — .2 111 STA = 8+7 ✓ 6.{�..'011� lm }(6(D II V) c; i w/ P ELEV = 545.0 , 0:2 it F ® r — FINISH A.D. w s.s ,� It II za I I �a i GRADE K= 30. ' <7>> I I I �wirzz 60 \ EX GR41?E 200.00" C:,1. 4- d Cq DO 91) � n 00 (A 11 II 0 W >/ a\ f \ '--6" MIN. cry �, rE z r \ "` � ' 3'-0" MIN COVER f 50 @ N 11 5►'° s STA: 5+80.83 02006 APPROX. INV. 649.75 CROSSES #ATER MAIN a .� f ' V-6" MIN. CLEAR � STA; 6+ 83 C2006 , � APPROX INv: 60.53 10" SDR 21 FORCE MAIN CROSSES FORCE MAIN � 1 1 l STA: 81-14.59 0200 APPROX. INV: 624.1 1 CROSSES WATER MA1141 \ 30 -- zz z z \ z zz W QC ` W W w 1 z - z z z z z z z z z z z o Q �3 z_z zz zz zz � zz ��' z U. o cr a 4 - a a a < a a a 4 z z a4 �a rocd aQ �a x � w z ' a` �' Cr. w w w 0: w W it w I waC w2: I w l w w� w w wIr wW. Ix ce z� wz - arc rl 14C z zw W ww a� 620 CL w w sz w �. w �. �.. _ t� ww `� z z W 0 z o z 0 z v z o z d z © z o z O z o z O z oo z vv z ® z oa z oc� z z 4r?5 00 _j � _j _j 00 �© _j o O 0 Ute, Ld Y 00 ZU_ 0 z z z z z z z z zz zz 013 zz zz V z QQ z z z {{�,�� zzz w zz z a= j<z < a 1 m m m m m m m m m m m awn 3 mm mm totai inm 00m m� mwz .az z W�`� . . , . Q /may C3 h J .. 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REFER TO PHASE TWO FOR ROAD AND OTHER UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF 3 —O COVER FROM EXISTING GRADE AND NEW GRADE, WHICHEVER IS LOWER. N M t5 LLJS i/) d LLJw 2 1 7/20101 REVISED WATER AND FORCE MAINS SANITARY SEINER AND STORM SEWER TAW. D.J.S. 3 9/111 01 REUSED PER REVIEW AGENCY COMMENTS T.A.W. D.J.S. 4 1111 O 04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A.W. D.J.S. 5 1 3 05 REVISED PER COUNTY COMMENTS TAW. RAM. NO. DATE C>E8CfNFq10t4 BY CW D. o FF%-VOONS owsky, Jr�C'>ATE= Patton Harris Rest & Associates,pc Engineers. 'Surveyors. Planners. Landscape Architects. SH.�N".DO.e4H PF -Crr�' IJ142fO 3Aky,"Jr_! NO. -- a 11'7 East Piccadilly Stmt, Suite 200 �.. Winchester, Virgi�tia ?2601 PH BACHEL CARSON DRi U STA. 0*00 TO 10*00ED ,�", OF� FREIIERICIf L�RI`T�ENAL _ ER T 540.667.2139 t�Ql'"1rL �e F 540.665.0493 r�REG`Eft�/Ck Ct�UN%?' G'!R(,'INIA nr 4.1 ELEV = 682. A.D. = -2.13 K = 23.49 50.00' VC UUNC m ooh tC14 N I 00to m Mt�f--0 tv + li II 3;K0m>77 Ln Fr =Z I I N r4) C14 U U � 10 reC6 Oj 1 /m m L� (o (0 r X09 I in 1111 z g 020 (n (n E _zz G l ! 11 R I I ITA: 24+39.39 �PPROX. INV; 08.75 I \ I q, I CO + to, U W i U m z� i Q � \ —6" MIN. �CLEAI z z I �\ 10" S,R 21� <-------FCR•, M1 Ai , WAITER MAIN STA; 16+87.64 C201: AP RR X. INV: 650.30 CROS E5 WATER AND FORC11 MAINS LOW r(3IN I tLty LOW POINT STA = 1882.68 I�V1 STA = 18+7 PfVI ELEV = 643.11 II A.D.=10.85 # K = 30.40 1 _ 330.00' VC 33911^F�r STA: 1925-29 02009 APPROX INV: 629.12 V I Svc STA: js+85.67 C2011 APPIR INV: 644.03 II EX, IGRADE nt Ir C14 04 +010 IE lE I! z o ¢m>> �zz I ILLJ J { • M REFER -© BASELIN "A” FOR WATER MAN PROFILE � Uju 00 II 1 I Uj ? I z I 00 Imo- _jw 1 Uj 'a- IY w w W_ C) z > co v- z <1 z z� I I m '�LJv n w o_ w Z—__ _� I . z ' z= -7 cv Q u3 v m `C tet• in w i + r � + I- LAO ± � n I R I+` a- I I N N w N o0' U) 1: C) N 0 v- Q 4.. I N ?� z C} Cy I Q r Q < N I 0 Uj (- '� U3 i I N w N CV I j IUi (V cV U1 fJi jo 16+00 17+00 o Q) 0 o Mm Lr)to "q- (0 to 18+00 CO �R (�too J Psi •—Q" 3'-0" IMIN. COVER 12" SDR 21 WATER MAI OF 14 'RIO 10 to tri m tm t 1'-6" MIN. CLEAR — t t STA: 2 +01.76 APPROX. INV: 677.00 1'-6" MIN. t� C� r to la.l -t�(r 19+00 20+00 21+00 22+00 23+00 24+00 25+00 .,RACHEL CARSON RBIVE STA. 16*00 TO 27f50 — .E'AS'T OF LHO FREDERICK ER GTICAL: GRAPHIC SCALE: 1 = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 r w U_ J H z cy + + 0 O JJ�J J I Z 0 1-- Z C) V C) Lj J 0 J ` I >� L, z Q ¢3: wx COY �J __00 LILJ Wb-©� ©''- z F— <CZ�-C > oLd F-- LL_ hw Q� © LL1 ^� 00 F_ xIwZ N NO fn: 65C 64C 630 620 F U) DATU,bf ELEV 605.00 m 0 t0 to Com.! + 6 1'-6" MIN. CLEAR fn rm C14 to 0 Lj 0 > > I I N r4) C14 U U � 10 reC6 Oj 1 /m m L� (o (0 r X09 I in 1111 z g 020 (n (n E _zz G l ! 11 R I I ITA: 24+39.39 �PPROX. INV; 08.75 I \ I q, I CO + to, U W i U m z� i Q � \ —6" MIN. �CLEAI z z I �\ 10" S,R 21� <-------FCR•, M1 Ai , WAITER MAIN STA; 16+87.64 C201: AP RR X. INV: 650.30 CROS E5 WATER AND FORC11 MAINS LOW r(3IN I tLty LOW POINT STA = 1882.68 I�V1 STA = 18+7 PfVI ELEV = 643.11 II A.D.=10.85 # K = 30.40 1 _ 330.00' VC 33911^F�r STA: 1925-29 02009 APPROX INV: 629.12 V I Svc STA: js+85.67 C2011 APPIR INV: 644.03 II EX, IGRADE nt Ir C14 04 +010 IE lE I! z o ¢m>> �zz I ILLJ J { • M REFER -© BASELIN "A” FOR WATER MAN PROFILE � Uju 00 II 1 I Uj ? I z I 00 Imo- _jw 1 Uj 'a- IY w w W_ C) z > co v- z <1 z z� I I m '�LJv n w o_ w Z—__ _� I . z ' z= -7 cv Q u3 v m `C tet• in w i + r � + I- LAO ± � n I R I+` a- I I N N w N o0' U) 1: C) N 0 v- Q 4.. I N ?� z C} Cy I Q r Q < N I 0 Uj (- '� U3 i I N w N CV I j IUi (V cV U1 fJi jo 16+00 17+00 o Q) 0 o Mm Lr)to "q- (0 to 18+00 CO �R (�too J Psi •—Q" 3'-0" IMIN. COVER 12" SDR 21 WATER MAI OF 14 'RIO 10 to tri m tm t 1'-6" MIN. CLEAR — t t STA: 2 +01.76 APPROX. INV: 677.00 1'-6" MIN. t� C� r to la.l -t�(r 19+00 20+00 21+00 22+00 23+00 24+00 25+00 .,RACHEL CARSON RBIVE STA. 16*00 TO 27f50 — .E'AS'T OF LHO FREDERICK ER GTICAL: GRAPHIC SCALE: 1 = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 r w U_ J H z cy + + 0 O JJ�J J I Z 0 1-- Z C) V C) Lj J 0 J ` I >� L, z Q ¢3: wx COY �J __00 LILJ Wb-©� ©''- z F— <CZ�-C > oLd F-- LL_ hw Q� © LL1 ^� 00 F_ xIwZ N NO fn: 65C 64C 630 620 F U) DATU,bf ELEV 605.00 m 0 t0 00 3+00 0+00 1+00 2+ .BASELINE A -� #.r4 TER .MAIN .P.ROFILE' 4-00 FUTURE CONNECTION I 8' PLUG r -I I I CONNECTION--# 20' PIPE STUB 18" GATE VALVE I I i ti ► I I I I► i 12" WATER MAIN PROVIDE ADDITIONAL GATE 12"X8" TEE VALVES WHERE INDICATED IN PLAN VIEW FUTURE )VATER .CAIN CONNECTION DETAIL NOT TO SCALE THIS SHEET FOR CONSTRUCTION OF WATER MAIN ONLY. REFER TO PHASE TWO FOR ROAD AND OTHER UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF 3'-0" COVER FROM EXISTING GRADE AND NEW GRADE, WHICHEVER IS LOWER. Ln re) toN N9 0 d tb in OM CO r- 0a m m 03 c co m m m rn 03 1 7 6 01 REVISED WATER AND FORCE MAINS SANITARY SEWER AND STORM SEWER T.A.W. O.J.S. L to Lo to C° (0 (° (0 0 (0 to w f° 10 2 7/20/01 REVISED WATER AND FORCE MAINS SANITARY SEWER AND STORM SEWER T.A.W. D.J.S. 3 9/11/01 REVISED PER REVIEW AGENCY COMMENTS T.A.W. D.J.S. 4 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A.W. D.J.S. 26+aa 27+Ofl 5 1/3/05 REVISED PER COUNTY COMMENTS TAX R.A.M. NO. DATE DESCRIP' ON BY CHK'D. oAky,"'Jr� O F G fREVISIONS Patton Harris Rust & Associates,Pc PROJECT NOy Engineers. Surveyors. Planners. Landscape Architects. SHENAN.DOAH DATEowsk , Jr NO. - 3/2%U1 � 117 East Piccadilly Street, Suite 200 RACHEL CARSOrNDRNE STA. 16fOO TO ,2% •50 sHEET ED Winchester, Virginia 22601 EAST OF I4KE FREDERICK DRIVE' Ri ©1411 .PB FILE NAL RAT 54a.ss7.213g�8ASEIINE' A -- CATER CAIN PROFILE'R P �aa.s65:a4s3 FR,ED�R�CK COUNTY Uff1'GINiA OF `�-� 1'-6" MIN. CLEAR EX. GRADE 3'-0" MIN, OVER I FINI�HED GRADE ! V 1 LA: 2+16 C200 APPROX. INV: 6 5.50- } 1'-6" MIN. C. AR I I I i ST AP�'ROX. • 2+OD 02009 IN1h. 619. / / 12" PVC SDR # 1 WATER MAIN 4 / I 1 �f ! c� z U zryy 1 z z z m rZ > N m c0 > ko • m + _04- LO Lno-+_ 04i V7 N oma a- w L1 NC4 ui ems- (n C4 C-4 i I C4 vI r 00 .t tf3 t_ JI)Lo to rn to 0 _ (D to N (D N I�7 (0 u3 M t4 ¢ M] � 00 3+00 0+00 1+00 2+ .BASELINE A -� #.r4 TER .MAIN .P.ROFILE' 4-00 FUTURE CONNECTION I 8' PLUG r -I I I CONNECTION--# 20' PIPE STUB 18" GATE VALVE I I i ti ► I I I I► i 12" WATER MAIN PROVIDE ADDITIONAL GATE 12"X8" TEE VALVES WHERE INDICATED IN PLAN VIEW FUTURE )VATER .CAIN CONNECTION DETAIL NOT TO SCALE THIS SHEET FOR CONSTRUCTION OF WATER MAIN ONLY. REFER TO PHASE TWO FOR ROAD AND OTHER UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF 3'-0" COVER FROM EXISTING GRADE AND NEW GRADE, WHICHEVER IS LOWER. Ln re) toN N9 0 d tb in OM CO r- 0a m m 03 c co m m m rn 03 1 7 6 01 REVISED WATER AND FORCE MAINS SANITARY SEWER AND STORM SEWER T.A.W. O.J.S. L to Lo to C° (0 (° (0 0 (0 to w f° 10 2 7/20/01 REVISED WATER AND FORCE MAINS SANITARY SEWER AND STORM SEWER T.A.W. D.J.S. 3 9/11/01 REVISED PER REVIEW AGENCY COMMENTS T.A.W. D.J.S. 4 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A.W. D.J.S. 26+aa 27+Ofl 5 1/3/05 REVISED PER COUNTY COMMENTS TAX R.A.M. NO. DATE DESCRIP' ON BY CHK'D. oAky,"'Jr� O F G fREVISIONS Patton Harris Rust & Associates,Pc PROJECT NOy Engineers. Surveyors. Planners. Landscape Architects. SHENAN.DOAH DATEowsk , Jr NO. - 3/2%U1 � 117 East Piccadilly Street, Suite 200 RACHEL CARSOrNDRNE STA. 16fOO TO ,2% •50 sHEET ED Winchester, Virginia 22601 EAST OF I4KE FREDERICK DRIVE' Ri ©1411 .PB FILE NAL RAT 54a.ss7.213g�8ASEIINE' A -- CATER CAIN PROFILE'R P �aa.s65:a4s3 FR,ED�R�CK COUNTY Uff1'GINiA OF `�-� C) z Z a ww* m 9-- M 0 I -- W LL- LiJ w HIGH POINT ELEV = 697.24 HIGH POINT STA = 31+41.83 PVP STA = 31+50 PVA ELEV = 698.51 RACHEL CARSON DRIVE STA. R7*50 TO 4o?*00 - EAST OF LA'' FREDERICK DRIVE VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 T I I V zRonold A. Mislowsky, Jrz d CERTIFICATE NO. - 0 020574 -b- REGISTERED REGISTERED PROFESSIONAL ENGINEER -1 ..... .►_ $ p 0 Li O W W n. THIS SHEET FOR CONSTRUCTION OF WATER MAIN ONLY. REFER TO PHASE TWO FOR ROAD AND OTHER UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF 3' -Om COVER FROM EXISTING GRADE AND NEW GRADE, WHICHEVER IS LOWER. ,ru - A.D. _ -6.84 K 21.94 I 150.0 ' VC I FINIS GRAD _ EX. GRADE n N o -, a � � I _ rn - N �`\ co C14 STA: 41 APPROX. 39.52 C2035 INV: 686.45 O O s w 0 cli N,� 04� CROSSES WATER MAIN04 -' II o > > m d]V j > to N[ J I CC] 'j O O (} �cN3 rn11 s � ! Ln i r.�00La00 04O^000(p 0ow NNu7 ujujo i ( O 00 in C9 ao ro 1 / \ \ fV +p (D II 0,ap� try • a �� wto II 0 Lo 00 C-0+odd II 1 f s "7 co I[ �. cn It II zp I- o LOW POINT EIEV LOW POINT S 577.85 STA: APPRO +77.49 C2036 INV: 679.95 of cn it 11 II II azo ocN�'� (Aoq&zz i1 w =.37+52.61 CROSS�S WATER MAIN cd�U --,",^, 7 - - - <�a>, � ICn I \ m CqQ PVI ELEV = 675.77 oco ��¢ as � to a v A.D. - 7.41 i 0 cc t Ir N 4u -)6f- � I 225. O' VC I rnLn II n -5.6 �o NtjC` ro 1I I (n f1 p zz p Q� (moi► II II zp > cent i�z 2 z f > > (o to ori 00 a RGp 14--1•- STA: 37-84.77 C2023 "' A PROX-IN b:-" RGP > mC •AIN w p,�N -�.. 4� m 3'-01" MIN. OVER OSSES WATER w I ties \ STA:89.92 C2023 APPRo INw 670.42 I 1 ` -fi MIN. GEAR C7 srA: 37+52.6 c2025 CROSSE FORCE MAIN I APPROX. INV: 73.25 - ---480 CROSSES WA --6" MIN. CLEAR � f STA: 33+72.69 d - CROSSES WATE C2028 -- ( / + V-6" MIN. CLEAR i > d o L '=G� MIN. C AR -- <- Q STA: 28+t}8. C2t319 00 3: 1.- °° < 8 " SDR21 .- '� ��N9 w co � 1�) ca APPROX. INV 683.95 � !, ! <1-rY f' ¢ w [1L FORCE MAIN " -8" F RCE MAIN - .�p,�N co 000) I CROSSES WA MAIN II ® L z - - J MP�N D i I w w d w y w I� 42-00 On I n F¢- in LL !y mc) Q UJI2 ? co LL- Z rn D STA. 37'+ 9 i- - 00 z m BEND ST 04 $ 38+04 °° +cr) o r,� w z w w H-- ~ <v LLJZ w a 00 ¢ U Q + 2 to 3 0 w � ¢ 0 Q c� wz +dam¢ m `� ORCE M 1N Clo ---rri w STA 38 ¢ _ _ � �� a �v 1- , + 3r°i --- - + iw- !,u LU w LLJ �_ Lj <= wp �Eh�D F l�CE-F(ATN 11aP�E Ei + � 0 C141- w =c� oc) �v M w w + M v _ w wp � mcg M e L 12"X8 Clow M 2-12" TEE ATE VALVES 1- 8" GAT VALVE co � 12 DR 21 WAT CJ �' II R MAIN zc� co--cn ¢ H Q x �- wz t-- �i I o w'Q a H � w ¢ Q co �, x ,_ z ¢ w..._ F- I w 2fl SE .sC TION OF 8 ,� IPE WITH $ PLUG Q C> Q c7 m .,1. c > d o ¢ �-` x 04 z � - w - cv co <- .-c,I to ¢ h- U' cv I o wQ © H SEE SH Nw ET 31-B FOR I-�JTfJRE WATER #-- +< duC) 1- -1-1�` to ow 0 - ,-- cv � r NN MAIN C NNECTICIN D TAiL C M7 C]s O i"') f� r7 O .- O tD Ln OS c0 N 03 O �- d O ¢ O) I� CQ r O �f' N d 00 M (jr) 00 N Cn c- r- � d- to I'- N t- r trs t� 00 ay D3 co � 00 � 0) 0) tY O O) � C> ..- c} 67 N .- U7 O tt7 Cs £V rn ti �Y � CD � � Cis ch Lr? � 00 117 � � + i m 6) N N 04 r- r QI Q Q O rtY tV � � • p O N N N !7 s� 00 rl (D tr) � V' 'd' d• to `'� IN � Lt � O N cos (6 9� `t 47 r.. 0(1 U7. (m 6 O co Os O .-� � O N N"1 N O t6 � C14,6 O U9 P) O ID A � f� l�D � O 0 (t] of N O 4 'j CJ O N (0 O 6s Ci± 06 � i` (D � 'd 4 M N d' sf' . g3 O co � 00 �' 0) � i� � . � � � 00 a0 r` CA 4s A '� r- N N ('7 . f'7 `t . 4 � N to tp T'� to O Lr) r � [3 N to 03 to (4 117 Lo � tD `'D 00 to l0 lD O) 0) (D n 47 i� O tty F` (D Co lD (D h (o Oo tCs tC7 Q1 Css (o (o tD (C7 n (U c0 r`. tai 6s CD tD 67 al (D (D t` (S1 (s7 (t7) Ami 00 (D 0o Co co 00 00 0000 (o 00 " 00 00 fl- tD (t:} 00 to r r- (o t* r. to ice- r� to R rl (or-- co (o co 00 r- rfl O 00 00 r- O 00 00 {` 00 00 � 00 (D Oq m of � 00 (7) (Cs lCs tD to tD w (D co tD to (D (D (D (D (o co ID (0 W (o (0 tb (.0 (o CCs tD to cD to tD (fl lis (D (o ICs tD (D (D (r) (D Lo (6 tD (o lD co -� 28-00 29.00 30-,00 314,0032+00 I 33 00 34 00 35 00 35 00 37 00 38-00 39.00 40-00 I 41+00 I 42 00 ! RACHEL CARSON DRIVE STA. R7*50 TO 4o?*00 - EAST OF LA'' FREDERICK DRIVE VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 T I I V zRonold A. Mislowsky, Jrz d CERTIFICATE NO. - 0 020574 -b- REGISTERED REGISTERED PROFESSIONAL ENGINEER -1 ..... .►_ $ p 0 Li O W W n. THIS SHEET FOR CONSTRUCTION OF WATER MAIN ONLY. REFER TO PHASE TWO FOR ROAD AND OTHER UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF 3' -Om COVER FROM EXISTING GRADE AND NEW GRADE, WHICHEVER IS LOWER. LIJ PVI ELEV 705.62 705.62 A.D. = —9.50 LOW. POINT ELEV = 688.93 K = 21.05 LOW POINT STA = 7+33.82 200.00' VC La PVI STA = 7+15.26 to VPVI ELEV = 684.84 �0 °' C6T] •C[ � A.D. = 10.37 + o �+ K = 30.85 I N w Iii a— 320.00' VC _ --- Ld LJL. co 700 hi Z 00 + °' Z W HEX G DEFA 0 g% 0 z &j 690 0I. LL_ V W0*10 *� C3 13 //25 U _Uj �'0 68Q Q Own F -in W Vw+ W W ED W t3C wz c�Z C! '�` UJ H .Q�TUAf LLE DETAIL 670-00 W co h 00 c0 (7 U 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 RACHEL CARSON DRIVE (SOUTHBOW D) STA. 0+00 TO 8+66 AT STA. 42+00 NORTHBOUND L&NE EAST OF T.ATtE FREDERICK DRIVE HIGH POINT ELEV = 703.37 HIGH POINT STA = 45+50.73 PVI STA 45+75 0 ED Zw La 0_10--470La 0 ( L_ W .t.rr. ♦� UJ W Q LU_w 0 - THIS SHEET FOR CONSTRUCTION OF WATER MAIN ONLY. REFER TO 00 CL_ CL tf) Wo PHASE TWO FOR ROAD AND OTHER w Z C/) 0 _jm LJ'J Z C� Xw UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF 39-0" COVER FROM EXISTING GRADE AND NEVA GRADE, WHICHEVER IS LOWER. It 1 7Z6011_ 01 REVISED WATER AND FORCE MAINS SANITARY SEWER AND STORM SEWER T.A.W. D.J.S. 2 7 20 01 REVISED WATER AND FORCE MAINS SANITARY SEWER AND STORM SEWER T.A.W. D.J.S. 3 9/11/01 REVISED PER REVIEW AGENCY COMMENTS T.A.W. D.J.S. 4 11 10 04 RAISED FINISH GRADE AND UTILITIES 2 FEET T,A.W. D.J.S. RACHEL CARSON DRIVE WNOR;TIMOUND) SETA. 42+00 TO 51 +00 5 1 05 REVISED PER COUNTY COMMENTS T.A.W, R.i -M. .LEAST OFFREDERICK DRIVE' NO. E}ATE IESC 9ffwT c N sir CHIC D. VERTICAL. �- H Op REVISIONS GRAPHIC SCALE: 1" = 5' �� , Patton Harris Rust & ASsoc ates'pc "`'�T ' 5 0 5 10 0 �' Engineers. Surveyors. Planners. Landscape Architects. S'L�7 1314210 -- 0Roa�CEald I MITE NO. Jr RACHEL C'ARS'ON DRIVE (SOUTHBOU��D) STA. 0+00 TO 8+60 DATE:01 � CERTIFICATE N0. HORIZONTAL: 0 020674 117 East Piccadilly Street, Suite 200 RACHEL CARSON DRIff (.NORTHBOUND) STA. 42+00 TO 51+00 sHEEr GRAPHIC SCALE: 1 " -' 509 REGISTERED Winchester, Virginia 22601 PROFESSIONAL. � EAST OF LAKE FREDERICK DRIVE �► �,� 50 0 50 100 ENGINEER T 540.667.2139 ROAD FR(JFEIL�E F 540.665.0493 FREDERICK COUNTY VIRGINIA o �l � PVI ELEV = 705.62 0 Its � A.D. _ —9.56 N LOW POINT ELEV = 688.98 _I..Q'e�L_P©4C+lT�.T�. �. 49�45<7_Q.____ - ' I m ,ocN� T_ Q� � �— �?VI STA = 49+2 I I 71 200.00' VC I"� � � PVI ELEV = 6$4.I4 ®n�� n o � ` � a� !�� A.D-= 10.51 � I �N'6 + cv 1 n cty I co co � � I s K — 30.44 I �+�cn + os o�� cr `� co � _ t':(0 � 320.00` VC ---�--------_----_— �= � � "�' c� I I � Ti p z p �� I I �Cn Vi � —' C7 i w c� { tit � � M O w o rn I � m m rx � GRADE � �n co j i f � � w E i �>�I� i 02037 ?55 f LE 15'' RGP'j STA:. 47 132.36 G203t'� I � i APPI?©X. INi�: 692.2(} I I STA: 69.35 C2Q3� I APP�4� NW 694.35.___. � t t , � 113 h ! I � Z�� ' �� !� I NCS i . � I � , iJ.1 � 1• (/)w 4t] W �— ! uy cac�c9 I � ;cn c� }I � " W t� Li c>�� , I In tD (lJ n h n L1C! W � � ,r Q O w'tf� n N) � � N W O n C1Q C] N tl5 co N CO U! N t.() �O to �W n OcD U7 fid' r7 ®N c� n N NMo N �n O w0 C9 NCV n n W N O N OSCC) W N N O � W W 07 a N CCi cp IC7 r`1 006 K`1 N I"'1 p p� Qa tT f77 037 O E-) N p N O t' 1 t'� O N N 03 � � Lb � N W 4? W (Ir [3] W QO � pp � � W Oi f3l [� 057 t3� C.I� 077 t57 C5� (5) O n (� h O O O p O O � 057 f37 (Ti CTS O� Q1 tri (a0 co co W 04 00 � cQ cn `° 1L7 � (0(.0 � `� � �o (0(.0 h n n h h h n h n n c4 �' m � '� cn � � cC7 co `�' co cg cQ co � cn (0 (0(0 —� -- — — � -��-- ! STA: 4 APPROX 65.19 C203$ INV: 692.0 �, � � CRflSS�s WATER MAIN °° �lNls�i GRADE I � 0 � MIN. OVER R VS� APPl�flX, INV: 693.48 CROSSES WA R MAIN � °-6" �lPl. i 1 CLEAR 1° --!-6" MIN. CR I �'� ��- -� #-- --------! .-- I � 12" PVC Sl�F�21 WATER MAIN � 3� � a► i J � c� ! � ��— �� ! � Q. �. � I STA �+97 �, ®� � � O I � � cit � � �; � w � � °" N � WITH $" PLuG I �.. .� STA 7 o0 1-12" 59 � ATE VALVE � + � fi 2"X8" TEE 1-=1-2—�A TEf 20' SECTION -V-A-LVE—.1---8- B-�A�o,;; 4F 8" PIPE � �'�„ �? r+v r r�,n� � �gc1= �t � SEE SHEET 1–g FOR FUTURE WATER] , � ��T� 1-8' GATE VALVE I v] � �z I� ' � �' MAIN CONNECTION DETAIL •►� It 20' SECTION OF 8 PIPE � sc~i� � � c®v v�i� � � Q�I� to � +��`� WITH 8�' SEE SHEET PLUG � 31–B FO i FU � I t� I�€.�w WATER WAIN CONNEC;fION O � � � a,n as „�N 40 coW u3 n w N oa7 (3 1t ©O � n Qd- � s`W ;r3 acy � t• u� ��-- LQ `�' N �Et C7 � �n �0 Cs I �n NW N Nom' � (0 04 � N f 7 CJ � tt5 N t4 n jj. C3) n W � C)7 . O � tp r LO N � r`] � M � N3 fS1 N � P`? N � w C] W ,� 3 � Ili � 'd' r+j Mal 00 C'7 �. O (i, � C)) p0 ,ay OQ � � {h CO O � tP � 07 (37 � � (A � � � � �. � � t7) til iT (� � � O n n c] O O O C� O d {7 � O n f77 � �7 (i� �D � � � C3a � (5a CL7 l53 CC `'Q L37 clT Cb CD � coW cCj coOQ fL2 tB coC� � rp � � � � Cp cA cD (O to (O [fl 49 U'? �' cD � `fl ua � I - 4200 j 43-00 I 44-{-00 � 45-�-00 I 46-x-00 � 47-x-00 � 48- OO i 4900 � 50-00 i 51 00 0 F— m O Q w O u— I I.LJ L J F— w LLJ u— LAJ w 0 co 0 a 0 N HIGH POINT ELEV = 705.75 HIGH POINT STA = 54+28.83 P'JI STA = 54+00 PVI ELEV = 706.58 A.D. _ -6.34 K - 20.50 { RACHEL CARSON DBYW STA. v1*00 JTO 59643 — .FAST OF LAKE FREDERICK DRAT ROAD ,PRl1.FILE VERTICAL: H ° F GRAPHIC SCALE: 1 " = 5' G , 5 0 5 10 -7Ronald A. Mislowsky, Jrz CERTIFICATE NO. - 020674 A HORIZONTAL: GRAPHIC SCALE: 1 " = 50' REGISTERED 5® 50 1 QO PROFESSIONAL ENGINEER .NQM THIS SHEET FOR CONSTRUCTION OF WATER MAIN ONLY. REFER TO PHASE TWO FOR ROAD AND OTHER UTILITY CONSTRUCTION. MAINTAIN A MINIMUM OF X—C COVER FROM EXISTING GRADE AND NEW GRADE, WHICHEVER IS LOWER. 640 � 0 f]G n 0 ui iLLIC.a � on + C7 � c') it ,-d> 630 620 DATUM EIEC' It J IE NCO N II p0 fry �0 fa C° a_av 0U0 1 ,may 0_3 UtN 0 ca el 00 0 tll 0 OUO��fd� N,� N OOSG' L0 O � re, �fI3'�t� N n � Omt f3 '- cp ID `D 0 O. + L6 SA it .-. +(D cv NQ E0 It II � Ep it F- C14 fn II 11 IIrn MII tI g z p f!j it it Z o u7 II rl Z::) 1 [n > (n(� m>> U7lY i13(lf wo q N J 03 Q / 15" RCP +t �` 0) i N � � tCs ocI NQ1 35 �� ! UO FINISH Grn 2,.760° lyit zz GRADE }�hfn it (0 1(/)g -" Rcp Qc'' Igo Cq Lo 00"?�fn C1 O � SQ CC Z Z fi tcl Z O C1g fw U ua 11 EI C5 G1�Q4 gL•b cn II 11Za p r _RCP -- + I! �1ao10 EX GRADE (n(n E E Z Z I .� C7 � RGP r OL Co 1- FINISH ♦ Oro X. GRADE / GRADE ♦ +� rl I- li 0 II 615.00 0 NEN 04 N — 11 QQC�1 � fn C! r 11 J ca el N F5 UC:p t, Q ci -U m EX. GRADE N O(N (0 To FINISH cp cv ca 0+00 NQ 1+00 :2.o00 2+00 11 IIrn IE It to S7'0" .PIPES C1001 70 01004 kn 0 N fl -:,o "42 r Uh q N J 03 Q / 15" RCP +t �` 0) i N � � tCs ocI NQ1 ffi it I1 ! UO C"fj Grn `<> lyit zz }�hfn it (0 1(/)g 6vvu7 NN to Qc'' Igo Cq Lo 00"?�fn d- O � SQ CC Z Z fi tcl Z O C1g fw U ua 11 EI C5 LF cn II 11Za p r -- + I! �1ao10 EX GRADE (n(n E E Z Z I .� C7 / r OL Co 1- FINISH ♦ Oro GRADE ♦ +� rl I- li 0 II r ao r 0-) m ��} MOW � C%4 r (1020 LF 1.8A% 15 RCP 580 DATUM ELEV 575.00 N 0+00 m570" PIPE C1020 59( E I I 570 560 DATUM ELEV 555 00 £37 f{? EX. GRADE 64( t ( 63C FINISH GRADE 620 610 DATUM ELEV 605.04 rn Ea s� dy z 0+00 1+00 =M PIPES CIM. 001021 & 01022 0 0 NEN 04 N J 11 QQC�1 � h II W 0 r 11 J � 0 F5 UC:p t, Q ci -U m EX. GRADE ai r7 O(N I d 0I� �cc n � FINISH +- � (a I 004.J NQ E'nIS IIS ��- :2.o00 GQ 11 IIrn IE It to it it z p 4 0 WOE= SI} kn FINISH fl -:,o "42 r Uh q N GRADE / 15" RCP +t �` 0) i N tCs ocI NQ1 ffi it I1 C"fj Grn `<> lyit zz }�hfn it (0 1(/)g to Qc'' Igo Cq Lo ✓ d- O � SQ CC Z Z fi tcl Z O C1g LF it,LD 42 LF / r -- + I! �1ao10 CP C7 / r � 11 0 1- r ao r 0-) m � 04 C%4 r IN C r C1021 35 LF rr GIr 1$ 0.63% 17 15" RC rk. 1� C co C�77 to Lr) dy z 0+00 1+00 =M PIPES CIM. 001021 & 01022 0 0 NEN 0) 1 N li .f 11 QQC�1 � h II W 0 r U FINISH fII 0 j' 0 VU I Q o _ UC:p t, Q ci -U m EX. GRADE 0 N(0 �� If) U NNS N�� tOJ d 0I� �cc n � FINISH +- � (a GRADE 01- 0 (Dflims E'nIS IIS ��- 11� Cs GQ 11 IIrn IE It to it it z p 4 0 WOE= SI} jazz fnln zK 0 RCP q N / 15" RCP j+ / r -i t� tCs NQ1 'i it � CEJ `<> / (0 1(/)g to Qc'' Igo Cq Lo ✓ d- 06 � SQ C100B C1g LF 42 LF / 1.23% �1ao10 CP / 1- ao co 0-) m 04 C%4 C 0+00 1+00 2+00 S'OR,�f PIPE' C1005 TO C1000 i` 570 560 DATUM .ELEV 550.00 K5 u"1 Eno E6 NCO (O N ti rl z > ;5> mg Iry 11 C%4 eq O 00Lng CS 5 U ' ss7 NLo 7 In on fr•'fnfn If—+r' II u)) F- it 3; z,U 11 11 Q 9"Y) > nFr9ztr? EX. GRAD' O 0-0 r.. - N \\ '- u it EX, 0 r oho. r U FINISH 4-r of II a II 1! 03 0 GRADE of0110 =teArt >>> / _» ;R3;K d > aU? V?V)C FINISH +- � (a GRADE 01- Cc C1024 / GQ CI -K'®. co 0 co 1 35 LF 7 U7 q V 15" RCP / 0.62% / 15" RCP r� / r -i t� tCs NQ1 r/ / (0 C14 to 4 Igo Cq Lo � 0+00 �r7 1+00 S VRV APES C 023 & 67024 f I F 64C 630 620 DATUM ELEV 615.00 00 C4 00 !°: O fn U M 0 o e} tri CC) V) h w� Il lE 0 > f V a O 0-0 r.. o 0 0 5 ! QUO � ] 009 '- u it EX, GRADE r oho. 4 co r OD 4-r of II a II 1! 03 70 li II ` of0110 =teArt >>> / _» ;R3;K d > . V?V)C FINISH 51<r � (a GRADE / Cc 0 / GQ CI -K'®. co 0 co 1 35 I F 49 LF 1G 15" RCP / 0.62% / 15" RCP r� / r -i t� tCs NQ1 r/ / rf Igo Cq � d- 06 � SQ 4+00 1+00 =M APE C1010 610 -- IL EX GRAD FINISH GRADE-,, 590 570 � 0 N c>uo /® C3UEp r �Qr-, r oho. 4 co r OD 4-r of II a f]y 70 li II ` of0110 II II'z zS v► II 11 _» ;R3;K d > . V?V)C 11 fY0 Z� II ifFri h- 51<r r r 35 L1; r r fl 43% r 15 RCP DATUM ELEV 565.00 r! 0 Q f cid 0+00 sm" APP.: 01026 VERTICAL: GRAPHIC SCALE: 1" -- 5' 5 05 10 HORIZONTAL: GRAPHIC SCALE: 1 " �= 50' 50 0 50 100 1, T H 0 A- Q Z ZRonold A. Mislowsky, Jrj� 0 CERTIFICATE N0. - 0 020674 144 REGISTERED PROFESSIONAL ENGINEER _'al 630 EX. FINISI GRAD 620 610 ill DATVY .ELEV 595.00 nq rt: C1 0 N N I1 11 SV NO o C6 QU U 0 4) 17 c6 L� +N li � F- II 11 p dM> 0 6!;z 0+00 1+00 S PLIT" PPPAY 01011 & C1012 6-7„ EX GR FINISH GRADE 6' 6( 59 DATUM ELEV 565.00 61C EX, GRAD FINISH GRADE----,, MX 590 DATUM ELEV 565 00 Cn rn fn 0 N K V) 00 N (Ifl _ N 17t�70 00� h R'dzf r GRADE __1 t N EI j O ] o r) fo n I m 0 a,oa (0 ('0 11 11 go / U) 11 fY0 Z� II ifFri h- 51<r � (a Y) 11 It Km - Cc 0 n CI -K'®. co 0 co 1 35 I F 49 LF 1G 15" RCP / 0.62% / 15" RCP fn / r -i t� tCs r/ / rf 06 0 4) 17 c6 L� +N li � F- II 11 p dM> 0 6!;z 0+00 1+00 S PLIT" PPPAY 01011 & C1012 6-7„ EX GR FINISH GRADE 6' 6( 59 DATUM ELEV 565.00 61C EX, GRAD FINISH GRADE----,, MX 590 DATUM ELEV 565 00 Cn rn fn 0 N K V) PD 0 N 17t�70 00� N LF 1 000 __1 t 0 ` n O'q (D o r) ems) • .t rl: rl�m I m 0 a,oa (0 ('0 a ag 11 fY0 Z� II ifFri h- t� � (a Y) 11 It Km �� 11 cn K? K V) DRAWING REVISED T.A.W. N 17t�70 1Cy1� 3 LF C�00 NNQO �jpyc000� r6 r I 0 ✓ 15" RCP �NEaED ,i r 0 ED 11 If o r) i o. 4 Clr �FKg u) r r NO. I n CI -K'®. co 0 co fp � 13 II 0 <�> V)Irg 0+00 SM" PPP.ES 01013 & 01014 SV 0 U 0 E) �r 0 it 0 Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 PH RA T 540.667.2139 F 540.665.0493 Ei fn I! (D �a 17f00 r, 0ocy oU vy 0 I UU0 ! U� Uj �o� E0 0)n �KiKi � o OS �] OrnC�T>rn`n ttma)o I1 +�fj}f!) li +�� ii U'_) it 11 0 fn it rcn it 0 II 0} 6001 a w o z Ezzz ?g FINIS t" cnfc GRAD Cfl 0 C1016 2 a o 35 LE C1017 fx li 4) 0.87% 9 vi II 1y ♦RCP 0.9 > 5" cP v3 In Z h 590 v /✓ EX GRAD / , w! DATUM .ELEV 57'0.00 0+00 1+00 S?OM MAY 01015 TO C1017 640 63( EX GRADE - FINISH GRADE 62C DATUM ELEV 600.00 co fd5 cL� 0 0 U MVM APE C1000+00 1 1 5/17/01 DRAWING REVISED T.A.W. N 17t�70 ra cc QO0 r C�00 NNQO �jpyc000� r6 r I 0 3 11/10/04 �NEaED ,i r 0 ED 11 If o r) II li Z Z o. 4 Clr �FKg u) r NO. I r CI -K'®. Ir 1 35 I F J� 0. 1G 15" RCP fn r -i t� tCs 0 0 U MVM APE C1000+00 1 1 5/17/01 DRAWING REVISED T.A.W. D.J.S. 2 7/20/01 REVISED UTILITIES 1XW. D.J.S. 3 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAW D.J.S. 4 1/19/05 REVISED CULVERT PIPE 01015 TAW R.A.M. NO. DATE 13Y CI -K'®. 131421 Ci DATE= X12101 sr�Il�r ns 3'� 0 , o W LLJ J o tl e N C M 00U t d� I 000 m � (000 �py dto 0 I d fJs �� rj GRADE �t EX GRADE- FINISH RADEFINISH GRADE 630 620 .DATUM ELEV 615.00 0+00 STORM PIPE 0103,2 660 C L1 0 or C Le 0 650 EX. GRADE- 640 RADE 640 630 DATUM ELEV 625.00 K 0+00 cL? , w W LLJ J n O _Q e N C ! 011 FINISH mtn O Q t d� 0 ct 0 0 a7 0 II (000 �py dto W 00I II Z FINISH �� > GRADE �t Y)z FINISH ll F- unL o GRADE Qf © 0 �� Mam» t 0 OV) � 359to ac,.rI � sn(n±zz � �'�� V sn ©? e til 0 i 91 U to 11 O d c IE 11 Z p 0 0 o \ U z in It G� E 0 11Z \ � vt;� <> z LO r GRADEin N L[ ) �> z in EX. DE— J In I 560 I r r Q s-00� r*4 rI 51 LF � VZII�' r C10379 27 LF l 0 4i1� 1.60% It 00 LO w > >n o to vim- �GQ Ln / C4 CD 0 C) O 0 r,. Lr) Z) ;tU ? II �0 0 ,K STORM PIPE 01042 650 DATUM ELEV 640.00 Lq N7 U I U p, Lj 0 C3 c6r-V10 0(b 1l W 11 I1 Z O F 4 > > En (10 650 r 61034 n15- Cq 00 FINISH GRADE ----, 640 630 DATUM ELEV 6,25.00 co M 0 0 tI3 ni u'y � 00(0 � I! (D F - n0 > ;X. GRADE 0+00 STORM PIPS' 01034 L!7 w� , w O II J n O _Q � U ! 011 FINISH mtn O Q t � 0 ct 0 0 a7 0 II (000 �py dto W 00I II Z FINISH �� > GRADE !I 0 Y)z O 0 ll F- EX GRADE 11 11 Z O Qf © 0 �� Mam» t 0 OV) � 359to ac,.rI � sn(n±zz � �'�� Olt sn ©? e til » 7 i 91 U to 11 t) L Z c IE 11 Z p 0 �<[> �.<7_?> \ U z in LF G� E 0 \ vt;� FINISH LO o r• '�+ 11 GRADEin N L[ ) �> z in 0+00 1+00 STORM PIPE 01043 670 65 64 DATUM ELE U 635.00 0+00 1+00 STORE PIPE C1037B C104-6 1.01% C1 C7 45 18" RCP 23 13 LF 0•' 0.757. 15" 18" RCP 550 DA7'I M ELEV 545. ail m , r, ¢ O II J 00 C3 � U ! 011 FINISH mtn 1 ' t v,n U-) U) C;) 0 a7 OJ r (000 �py dto W 00I O O �� w 0 aO —+CAL() !I 0 0 n O 0 ll F- G ! p' U 0 to e7 11 11 Z O Qf © 0 �� Mam» t 0 OV) � 359to ac,.rI � sn(n±zz � �'�� Olt sn ©? e til » 7 � 91 U to 11 t) L Z cn 11 z cn IE 11 Z p 0 �<[> �.<7_?> \ U z in z 01 Oo E 0 \ vt;� FINISH LO o r• '�+ 11 GRADEin n �> z in EX. DE— J In I 560 I C104-6 1.01% C1 C7 45 18" RCP 23 13 LF 0•' 0.757. 15" 18" RCP 550 DA7'I M ELEV 545. ail m `� et O II J d _ U d0 'r C3 � U ! 011 FINISH mtn 1 ' c05 �� o� co � GRADE ��o U-) U) C;) d 4-(D 060 n(06ko to q O YNt0 N� w (000 �py dto �(D F_ II C° 11 tV� p r- m II �— m I! tE O II G'i tl ZD oil 0 It ZD �< > +n d tD co un to ce EX GRA 650 640 63C 6.25.00 Lq GRADE EX GRADE 560 REFER TO SHEET 19 FOR CONCRETE SUPPORT ---J 550 550 DATUM ELEV 545.00 0+00 ai ca 6 16 05 -ADDED NOTE FOR CONCRETE SUPPORT ON C1048 1 Q J d to LLI 6 tn 0 1112 7V 0' w a C7 L? Cb O' 0 II �n 6 CM41 101 LF a.$3 e � ---i r d (n +n d tD co + a O O CO +11 O ter+`° +dco It t6 O1vty� �oirnzino II 0,6 `D `D t 0 OV) � 359to � � �'�� ii � It t1 II 0 ©? e <:2 » 7 � Z (Un t) L Z 36" F CP / NISH \ d Af ,FREDERICK � E 0 \ c0 Lo LO I r r Q s-00� r*4 rI 51 LF � r C10379 27 LF 0 4i1� 1.60% It 00 LO w L 0+00 1+00 2+00 STORM PIPES 01030 TO 01041 00 0 Q tl t[ z cc> ng 48 LF -- ~ 36" RCP �I FINISH 570 GRADE -�-- C Li a C U a F EX GRADE STORE` PIPE' 01043 550 DATUM ELEV 545.00 LO O C] [D 6 16 05 -ADDED NOTE FOR CONCRETE SUPPORT ON C1048 1 Q J d to LLI 6 tn 0 1112 7V 0' u) 0 C7 L? Cb O' 0 II 11 0 6 co C6 Z - t U U ---i r d (n +n d tD co + a O O CO m 0 00 O ter+`° C3 n +dco It t6 O1vty� �oirnzino II 0,6 `D `D t 0 OV) � C1a 9 � �'�� ii � It t1 91 L ::i <:2 » 7 0.277. O Q © ?1) r' U Oe„ •_ (Un t) L Z 36" F CP f NISH PIPE PROI'ILES 33 ,FREDERICK O ADE 0 tD c0 Lo LO 0+00 664 F G �L 640 630 62C m DATUM ,ELECT 615.00 fV if) kc) us �n ( p O Q 6 16 05 -ADDED NOTE FOR CONCRETE SUPPORT ON C1048 z Q J d T.A.W. D.J.S. 2 0 1112 7V 9 J II C7 L? Cb l V � MM2 000 11 0 6 co C6 yn r- �D - t U U ---i r d t� +n d tD co + a O O CO m 0 00 O ter+`° C3 n +dco It t6 O1vty� �oirnzino II 0,6 `D `D t 0 OV) � r � �'�� ii � It t1 n n �t~Nl UO ON ::i <:2 » 7 cn 11 II zzn I O Q © ?1) r' U Oe„ •_ (Un t) L Z Qi cp 6 16 05 -ADDED NOTE FOR CONCRETE SUPPORT ON C1048 z 1 5 17 01 DRAWING REVISED T.A.W. D.J.S. 2 Ln (nem �cnnN to II O RAISED FINISH GRADE AND UTILITIES 2 FEET TAW D.J.S. 4 n co,� C. eve 0)0u7 �dg II O 3/8/05 REMOVED CULVERT 1044_ TAW RAM _+,010 (0,61 n ct> t1 t% [Y > RIEEVIE9S PFK> JECT u SH..�NANI�'OAH � �'�� It 1! zz0 J1210 f t°Tilczzz f NISH PIPE PROI'ILES 33 ,FREDERICK / ADE / OOg Q s-00� r*4 51 LF � � C10379 27 LF 0 4i1� 1.60% It 00 �� 16" RCP to to �GQ / �� • f 1� f EX. GRADE :�,r l r r r r r r f r i f✓ / <r oo � M +�co ) ccs i `> 0+00 1+00 2+00 (STORM P17'E'S' CI035, 11033, C1037A, C103?'C 0103 n STORM PIPE 61040 0+00 VERTICAL. +GRAPHIC SCALE: 1 " 5' 5 0 5 10 STORM PIPES 01045 Tics C104�' HORIZONTAL: GRAPHIC SCALE: 1 " - 50' 50 0 50 100 H OF G lb- -ZRonald A Mislawsky, Jrx 0CERTIFICATE NO. 0 020674 REGISTERED PROFESSIONAL ENGINEER Patton H aTris Rust & Associates,pc Engineers. Surveyors.Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Vlfinchester, Virginia 22601 PH R+A 1 T 540.667.2139 F 540.665.0493 0 N (°? 06 1-)d to 650 640 63C 62( .DA TUM ELEV OD 0 U Io U :D0 O < N r7 n -.t p pt X4010 11 n!I n0 Ji V) 000 0 e""'� FI ISH rr oto kt GRADE 0 11 11 F it [t Z z o 4" y 'F- G EX GRADE � r C� iQ `i" C] cp (� (0co 0+00 1+00 STORE' PIPE C1033A 6 6 16 05 -ADDED NOTE FOR CONCRETE SUPPORT ON C1048 TAW I HAM 1 5 17 01 DRAWING REVISED T.A.W. D.J.S. 2 7/20/01 REVISED UTILITIES T.A.W. D.J.S. 3 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAW D.J.S. 4 2 14 05 REVISED CULVERT 1049 TO 36" TAW RAM 5 3/8/05 REMOVED CULVERT 1044_ TAW RAM E71ATE r F=BY RIEEVIE9S PFK> JECT SH..�NANI�'OAH � �'�� DATE= J1210 f STORM SE#TR r PIPE PROI'ILES 33 ,FREDERICK CDUNT)l VIRGINIA I OF 4� 0+00 1+00 STORE' PIPE C1033A 6 6 16 05 -ADDED NOTE FOR CONCRETE SUPPORT ON C1048 TAW I HAM 1 5 17 01 DRAWING REVISED T.A.W. D.J.S. 2 7/20/01 REVISED UTILITIES T.A.W. D.J.S. 3 11/10/04 RAISED FINISH GRADE AND UTILITIES 2 FEET TAW D.J.S. 4 2 14 05 REVISED CULVERT 1049 TO 36" TAW RAM 5 3/8/05 REMOVED CULVERT 1044_ TAW RAM I`4C?. E71ATE r F=BY RIEEVIE9S PFK> JECT SH..�NANI�'OAH � �'�� DATE= J1210 f STORM SE#TR r PIPE PROI'ILES 33 ,FREDERICK CDUNT)l VIRGINIA I OF 4� sil 670 DA2nc AMv 640.OD FINISH u,a EX. GRADE--\ GRADE 11 uf7 � U a 019 o 0 r- CO Lo Im0610 y r7 Q� �cQ rico 117 O,tW end 10 II +'7 o U � 6; EX GRADE � - �D Il it H II ? o s inn ♦�♦,� Ou I V Ocitp � �1 .� En 6 to 040 � � 6a �. ZZ za> r z +to ^ � EW 40 1J.- �n FINISH EX GRADE VExa =» �> GRADE Em 424% 7 670 6w 6f >> EX, GRADE C1fl 1 rE AZ > � EX GRADE r c lOO t(i 1.34% Not 6 1T6 r__�` C1 �`�■°� C1053 �./i 27 LF 1.17.% 15' RCP 5tl RCP / J Iri r w6 aca � Iri to • /J + Nlp� H Il 0 qty iRz � � n ro �r 0;W , 40a. I It- 118 FlNISH >>> &2 GRADE 660 650 I�APUY �"L�IY 845.00 kClOMO7 0.03% 15` RCP EX. GRADE # #r # �r 65 64 4 ZT;.12 l 1 1 i■ # e r r rr 01058 35 L 0.26% CH160 15" RCP 35 L 0.17% 660 6:70 65 1+00 6; EX GRADE g PAW C ui S a r f- Ocitp � �1 .� I 2z2z 90#x•�� 6a °Ili 1 1 ,r4lD � +wi -� +Nvia za> r z +to ^ � EW 40 1J.- �n FINISH EX GRADE VExa =» �> GRADE Em 424% 7 670 6w 6f FINW MADE EX, GRADE 01058 35 L 0.26% CH160 15" RCP 35 L 0.17% 660 6:70 65 1�111LY ll.:4 Lin i mn,nan 684 670 660 moo Ii 0) tD M FINISH GRADE f I# 1+00 2+00 3+00 EX GRADE g PAW C ui 99c Ocitp � 80 56 to e 1+� � 6a °Ili 1 1 ,r4lD � +wi za> r z n EW 1�111LY ll.:4 Lin i mn,nan 684 670 660 moo Ii 0) tD M FINISH GRADE f I# 1D r ah I! + ! w � n 8 Axa &zz 00 n MY z O77 FlNW 680 GRADE t� 27 1 .07% 0.0 m 15 RCF O` EX GRAD 670 1+00 2+00 3+00 snw PAW C ui 80 56 nr e 1+� � 6a °Ili 1 1 ,r4lD � +wi ll �z r z n 1D r ah I! + ! w � n 8 Axa &zz 00 n MY z O77 FlNW 680 GRADE t� 27 1 .07% 0.0 m 15 RCF O` EX GRAD 670 zz &z e Z 424% 7 073 C1fl 1 .� 1 � EX GRADE c lOO t(i 1+00 1D r ah I! + ! w � n 8 Axa &zz 00 n MY z O77 FlNW 680 GRADE t� 27 1 .07% 0.0 m 15 RCF O` EX GRAD 670 II a) �f t11 J c0co r J 0 RcoC> Q co m 000 tq N r (D N to tD Cd OOU 1t 11 0 o�fl IIS*Tw I C3U0 I O i17 I 000 to(Dto 11 >> p 00 00 N Or-OQ r- FINISH (� ori �� 00��fo 1I! zgp 0]�OOco W� I 0 ! zzp v) O T �t�Dt�d� 11 P f to (0110 ti w " -.� Docs ��'`o� t'ROFESSIaNAL E[VGINEER �dc�D II II, C,;, / [n (D II N)- II zz0 v) B fiO II 11 zzq oN�»> C10 0 EX. GR »> C1086 + U)zzz 57 LF vFic�i7 2/ �i 2.� V FINISH 2J7 2.c6% pJ 18" o fo 27 L1= to II z GRADE +11 s v) 24" ReP ✓ r Ila 1 d> FINISH GRADE 680 01079 EX. GRADE 0 LF 2.73% 15" RCP 670 DATUM ELEV cl� Q 00 C) r-00 QD to 0+00 STO" PIPE C1079 EX GRADE 670 DATUM ELE'V 665.00 0(� Iq 00 0 r�- co to to 0+00 STOW PIPE 01080 EX GRADE FINISH GRADE 670 27 LF 1.12% 18" RC DATUM ELEV 660.00 tC7 t• 0 tcliNN adODCO �tl II II 0 > Y) [1 FINISH 680 GRADE --. EX GRADE - 670 DATUM ELEV 660.00 CN o 0+000 a5 ORA LPyi108-t •.f 686 C, O C v 670 650 DATUM ELEV 645.00 cq M t� tp FINISH GRADE r EX GRADE' - 670 DATUM, ELEV 655.00 n ED �f N 00 n 1n o f N �` ooc) tri 55,0 Q co oo 0o; Op 'n G p �� N r (D N to tD Cd r(DDtIDD`D va 0600 p 1t 11 0 o�fl IIS*Tw EIf- to rniR ? n 0 � >>> wzzz 0+00 STOBW FIFE C1085 Q c r C u 01 t rt A r= D 650 650 640 DATUM ELEV 635.00 fv M OD a> 0 V co 00 D h to f0 �CV(D } to !I -UD II Il O > nfr� 0+00 1+00 3M7" APES 01087 & C11088 670 FIN[ GRA 660 c tz a c JA 0: LL v tp v 650 640 DATUM ELEV 630.00 M it 00D otv000 a�oo (7)ppm U 003 p. �f 1 000 00000000 0 II Do OD J 000 to oU m I 1 'non to I uD00 09 d 00 0D'0 f, 0 t`- t1) U) 00 N r (D N to tD Cd rj to top 0 OD O o�fl IIS*Tw EIf- c' O uu-; Q�� `tfltp I - v) 11 11 F to(Dto 11 >> + 11 itnazzz in ER li II }- FINISH 0 II I! II �- GRADE 0 1I! zgp II 0 ! zzp v) HORIZONTAL; R P t 15� 2 62� _-- 111 4� -.� O_ CA Os7 t'ROFESSIaNAL E[VGINEER C1088 E / 0.68% / 15" RC 0 C10 0 EX. GR E f C1086 17 L ay 57 LF CO 2/ �i 2.� V C1091 2J7 2.c6% pJ 18" o fo 27 L1= i 18" RCP +11 s v) 24" ReP ✓ r Ila 1 d> fI Y wz 1✓ 1 ev l I r n9 0c) to as A L6 O (JD to OD a> 0 V co 00 D h to f0 �CV(D } to !I -UD II Il O > nfr� 0+00 1+00 3M7" APES 01087 & C11088 670 FIN[ GRA 660 c tz a c JA 0: LL v tp v 650 640 DATUM ELEV 630.00 M it 00D otv000 a�oo (7)ppm U 003 p. A 0+00 1+00 STORY PIPES 01088 & C1089 �f o o t© I - STO.�'r PIPES' �rlo'�7 01099 TOC S 03 uD00 U m wi tID to 0 Im . tV 1+j t . OAtil� ��ou-)� cc itC CC;`- +1 c c' O uu-; Q�� `tfltp I � I! 11, z 0 to(Dto 11 .- + 11 0 � + EX. GRADE li II }- Er1giE 0 II I! II �- gRonald A. Evlisl©wsky, Jrz 0 1I! zgp II 0 ! zzp v) HORIZONTAL; V) w-zzz �_r _ t rn',E2zz _-- H -.� O_ i OO t'ROFESSIaNAL E[VGINEER t E 0 C10 0 --1-e� C1086 17 L ay 57 LF CO 2/ �i 2.� V C1091 2J7 2.c6% pJ 18" o fo 27 L1= 18" RCP +11 s v) 24" ReP ✓ r Ila d> e wz ev 0 I � to n9 EX. Gf ADE A O (0 0 co co f, \ o U i X GRADE ! M C)cld cn 0 r` M to M c6 M to i! II A 0+00 1+00 STORY PIPES 01088 & C1089 0+000 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STO.�'r PIPES' 01118, 01099 TOC S 03 STOIC PIPE C1 f194 U C7 u7 N p d t - CD t°') 0 Im . tV 1+j t . OAtil� ��ou-)� fS N In �- } r— 11 I cD H ►- t0 11 � I! 11, z 0 VERTICAL• �'� 0 � + EX. GRADE � �' Er1giE 0 II '� Q gRonald A. Evlisl©wsky, Jrz 0 t! _z � CERTIFICATE N0. HORIZONTAL; � 020674 � GRAPHIC SCALE: � �. = 5(�' REGlSTEREa -.� O_ i OO t'ROFESSIaNAL E[VGINEER t --1-e� 57 LF 1 1.83 C1091 F � 27 L1= 24" 1.84% s v) 24" ReP ✓ r - ev 0 - � to n9 O (0 0 co co o U X GRADE ! C)cld to i! II 0 / 00 M Q > f IF �cy Qch O 1-1 p z z 0 ti o n ao FINISH 3. WFXK - a00Lf) ,, GRADE -- - CJ) Or 0 t, C6 f15 !! 1 r� o c6 u -)Ii II a `Dv`¢ M �T`r`D w ll`�> C1�p2 ufi a,n / + fn V) cx ? + tl> tD it En fl li z It II z O / /f �» zz jEr-,55 4°�� a / 20 15 C ",)2 f 2 201_ �` / 0110 / RCp c1a�9 titi6 c111s L!LL- 0.56% 24 - C a 00 r- © M M tQ 00 1- tD a C"i Cil tt7 [D (f1 Q i (6 r'- CJl t- J 00 (� r- R t'- Od ti t31 r- CD 6i 00 M 00 tU (Ll tf3 CO CD tD tfa tD (0 QD tD fD ZO (fS too 0+000 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STO.�'r PIPES' 01118, 01099 TOC S 03 STOIC PIPE C1 f194 U C7 u7 N p d t - CD t°') 0 Im . tV 1+j t . OAtil� ��ou-)� fS N In �- } r— 11 + 00 � I! cD H ►- t0 11 � I! 11, z 0 VERTICAL• �'� 0 � + EX. GRADE � �' Er1giE 0 II '� Q gRonald A. Evlisl©wsky, Jrz t! _z � CERTIFICATE N0. HORIZONTAL; � 020674 � GRAPHIC SCALE: � �. = 5(�' REGlSTEREa -.� SO d 50 i OO t'ROFESSIaNAL E[VGINEER t 7+00 U to O rn 0o ,7Or (0 0 (D 4- fl t- 00 0 11 11 0 (1C Z FINISH GRADE 670 U W a 660 EX, GRADE 650 640 DATUM ELEV 635.00 to d - 00 0 O II m U J 0O -1 N t11 0 O U _ CJ rtl 03 U kn I U C7 u7 N p d t - CD t°') 0 Im . tV 1+j t . OAtil� ��ou-)� fS N In �- } r— 11 + 00 � I! cD H ►- t0 11 u) If Il z 0 to I! 11, z 0 >� z v9 v) V) E2 0+00 STO.F�'" PIPES 01090 & 01091 O II m U tel w o I Ir OM2 0 O >n r0U 9 UCS to p. 06 tD to U0,0 tb O rn +� II tf) 00 00 ro tY 0 CA tD (O til 0 to }- 0 If II O 11 �to !I 11 zz0 z ��- a >>> O m FINISH 0 � + EX. GRADE 0 II t! _z �> vl � t --1-e� 57 LF 1 1.83 C1091 F � 27 L1= 24" 1.84% 24" ReP ✓ r - ev o tQ to >� z v9 v) V) E2 0+00 STO.F�'" PIPES 01090 & 01091 ,(;1103 27 LF 0.19% 5" RC DATUM ELEV 655.00 17 0+00 11f.[P[tel l®cJ O II m U tel w o I Ir OM2 0 O >n r0U 9 UCS to p. 06 tD to U0,0 tb N �r"r +� II tf) 00 00 ro tY 0 CA tD (O til 0 to }- 4 t6 t (D to If II O 11 �to !I 11 zz0 z ��- a >>> Vwzzz FINISH GRADE -� r EX. GRADE ,(;1103 27 LF 0.19% 5" RC DATUM ELEV 655.00 17 0+00 11f.[P[tel l®cJ n .r C" ' o a) c U U ) r+7 If) o cm 0) 4�Nn r (D o(ri D�r�n : Lc) co + r cp ca II +;-0 II D� Il q a�F- 11 14 ZZp to II II ap �7>> > n z ? FINISH GRADE 01104 27 LF 0.68% 15" RCP 670 DATUM ELEV 650.00 EX. GRADE 0+00 STOM PIPS' 01104 Q N ll J O II J N M _ r .-� E U uuO ] ' ) as M U n 1 U U O '- us t-, �t- Q 0-f ni�coOD N N cNj Il Vs It II z + cp eD II LID ca oo 0 ID 11 h.- II �+ to 11 IE Z U -) EX GRADE GRADE FINISH > cv to ( I U� ! o L7n CV Itcv jj � U)7 "' ED EX. GRADE C) 1010 it (6� c (D to ' _ q �® II II F_ tiU M —U Cr)to Z� ef) II rl zgQ M 7 U U � It It ZD + cr) ,Ij !I O o } ep cfl II ! / oats V) V) �K� in co cx FINISH 670 GRADE -� 01123 27 LF 0.71% 15" RCI DATUM! ELEV 655.00 0+00 STO" PIPE 01123 J � 0 � o� s'7 = c) t U O c) 4 � L6L� Oaseo +� It a(D IE>* 680 EX, GRA D -\ via viiY _z - � u•7 Of 0 D � t� of i C) sr w0 �� II FINISH v v GRADE —670 660 DATUM ELEV 650.00 C1� 1a5 / L 01106 1.98° 27 LF / 18' RCP 1.61% 18" RG. 0+00 STOM PR S" 01105 & C1106 EX. GRA FINISH GRADE U co N of D tp V"t(D +r., If �cc>� II ll p Q > DATUM ELEV 660.00 cs �r raj 0+00 STOW RPE 01125 J o ll J O _ 7Ca In _ r .-� E U uuO ] ' ) 0cc I n c7CJ a, v o Qr O '- us t-, �t- 6<0 "' + oo II = ni�coOD N [� co IB_+c6(0 n Il Vs It II z r U (0 Il t- Il II ZD oo � Q � ? >a f0 rncn�zz to FINISH Y1 it 0 EX GRADE GRADE FINISH > GRADE--, co II p EX_ GRADE m rn co FINISH ! C1110 27 LF 0,62% 15" RG 681:1 DATUM ELEV 675.00 (0 10 0+00 STO" P.IPT 07.110 670 0 C F EX. GRA 660 650 DATUM ELE'V 6'40.00 to J NeW C6 -- I uo 0 E' � r- 0) f�`pit [!r cp It SII p 0 >> ua iRzK WO 01112 27 LF 1 15" RCP DATUM ELEV 660.00 v o nen 6u(o 4"-0:11 kl rl O �> • EX. GRADE -FINISH GRADE 0+00 STORE''' PIPR 01112 J n o O IN cq ._ �' v v I � f ej ii � uuO ] I QQp I Q 0(0 11 ll try 0 00 M O d eB U 4�nCV ,-nit"D N c13 . U n ! p r t[7 to oo U U �0(01,- f0 lei to M Y1 it 0 EX GRADE ¢tea>> FINISH > GRADE--, co II p r7 m rn co FINISH ! o II N _0 — jj � U)7 C1115 rn 11 I Kp C) 1010 it No to ' _ q �® II II F_ tiU M —U Cr)to Z� ef) II rl zgQ M 7 U U � w + cr) ,Ij !I O o } ep cfl II ! / oats V) V) �K� FINISH II 4Ip i c� J `p `o I +Moto I ¢zz co ryo�11 111 11 _U� ¢In > > W / yQ to II II za i It II ZZ 1 j+ II¢�>, '"F—n FINIS. (n 3110l GRAD FC'` 641~ \ 2 il)z ) SnEgzZ� f 1 p SJi 9 01126 149 F G1'1'�0 011,2 01121 3 a2i® 27 LF LF RGP 2.05% YJ 5" RCP 1}i5„ 15" RCP I 7 }-F �,• �Ct' / 5" RCF' i n �- ca co f — LO 0+00 1+00 2+00 ffO P1P.�S C.1.120., 011x21 & C11,26 67C C l f c 660 650 640 �;�"elpArWA M 635.0a w 0+00 It n o O OHO n ._ �' v v I � f ej ii uuO ] I QQp I Q 0(0 11 ll try U7 II II z zm 00 M m3> to (Y_ 4�nCV ,-nit"D 7N""ID n li �to � Ei cD li +n 11 oo o� ItII �0(01,- El tl0 690 11 II ZZO M Y1 it 0 EX GRADE ¢tea>> FINISH > GRADE--, v~i ??z U)V)E I tnfl) FINISH ! F GRADE, _0 — C1�11 i C1113 27 LF -0-9. 15" RC -- X. GRADE 1 t 660 DATUM ELEV 650.00 � ca co co 0+00 STORE' PIPE 01113 co N OHO n in ep n �' v v I � f ej ii uuO ] oonooco 04 4co ED . 0(0 11 ll r U7 II II z zm +n II a II IE m3> to (Y_ t cl ca _ N li 11 Il I_ cD li + q oo CC CD CO t - IBI El tl0 690 > cnva�zzz fY K EX GRADE M FINISH v GRADE--, ! 680 C1114 27 LF 0.76% 15" RCI DATUM ELEV 67{>! 00 � o co � 0+00 STORE" PIPE' 01114 © 0 jf II O m .� U I UO E LO �CC) 16 r� VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 -1 0 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 1+00 2+00 3+00 STORE PIPES 01119, C.1127,1`01 01130 oMislowsky, 0" Patton Harris Rus Engineers. Surveyors, Plann lowsky, JrzE NO.4ED..�- ONALER 7 _ ....... - m N EX. in ep n er) n::: � f ej ii w`O uuO ] r t' O O� 0 i t3 ori . to It N U +n II a II IE Otflctip O co co {� R [C N li 11 Il I_ cD li + q oo E- co IBI zCA Q >>> 0 p 11 O v cnva�zzz EX G ADE M > > v U f 147 LF upty I tnfl) 0"5 ! F GRADE-Fl:r _0 — C1�11 i C1115 NN �0) No Ix "0 ,RGP a m j tiU I cU � LLOuy ef) II — ! DC7 0 Q o w + cr) ,Ij !I O o } ep cfl II ! / s �1.0 0) V tS u7u5` C� t i c�fr II F- it II 4Ip i c� J `p `o I tl z I ¢zz co ryo�11 111 - ¢In > > W / yQ to II II za tnen�C__ j+ II¢�>, '"F—n FINIS. (n 3110l GRAD FC'` 641~ N15 2 il)z f 1 p SJi 011,2 LF 11� YJ 5" RCP 7 }-F �,• �Ct' / 5" RCF' i f — m C 04 cn "6 e� co e� CD CQ VERTICAL: GRAPHIC SCALE: 1 " = 5' 5 0 5 -1 0 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 1+00 2+00 3+00 STORE PIPES 01119, C.1127,1`01 01130 oMislowsky, 0" Patton Harris Rus Engineers. Surveyors, Plann lowsky, JrzE NO.4ED..�- ONALER 7 _ ....... - m N EX. in ep n er) n::: � f ej ii j uuO ] r t' O O� 0 i t3 ori Q CI to OO`n M �t-W I N U +n II a II IE Otflctip O co co {� R _ 680��``p`0 T eD In (0 "( i 11 Il I_ Qco + q FINISH F-a GRADE >>> 0 p 11 O v cnva�zzz �� )_.. E•X. GRADE v C10 f 147 LF (n / FINISH670 0"5 F GRADE-Fl:r _0 — C1�11 i xf, 01116 48 LF 1,18% 15" RCP 660 DATUM ELEV DATUM ELE,V 660.00 655-00 M)' rn r- n to coto 0+00 STORM —A—RE 01116 FIN GRI c L c F L 650 640 630 DATUM E'LE'V 03 11 J in ep n m � f ej ii j uuO ] om O O� 0 i t3 ori n n en n ('7o6(o'0 to (D( r GRAD +n II a II IE ,O to 11 p zz0 ,. .- ah4:2i>> U7 v inv)F2zz i p EX. GRADE FINISH ® GRADE ++ )_.. II 0 C10 f 147 LF (n / RCP 0"5 _0 — C1�11 i C1115 66 LF 48 LF ,RGP 0,66% 1.05% 15'° RCP 1 o c� fo U 7)¢(D ,�epcp + it -wf- II Il p nE�; 0+00 1+00 STORM PIPES 01115 � C1117 SHS^ C5 DE � Quo N It0 A0'�r e` i p?uj d r Mi m npcDtCi II i t3 ori + o Q(o II II to rl IIZZ M )pep~ZZ f -O II EX. GRADE / ) U) C10 f 147 LF :0.:37%--1 RCP 0"5 ,RGP 1,� c� `I: r~ I ¢ co / q (0 � `t W W W 0+00 1+00 2+00 STORE R P.ES C1131 & C1133 U N a ')r�--(o It II If 0 niEK FINISH v GRADE --� EX. GR, 650 1 , ti 1135 1 t�� !P .13 1 " RCI DATUM ELEV 640.00 Lo o � � ( Lo t.0 cp cs� 0+00 STO" PIPES C1134 & C1135 p 680` h e n u 670 RIM DATUM ELEV 650.00 1=- tD 670 C b 0 c 0 C U K u 660 i 650 640 DATUM ELEV 635.00 CSs (p R co J co _i U � N C,4 O J Lo � Rco Dib Loo r- toto a (16 Q to C, J � �2 to 1 I I Z 0 to U to ro >> LF) I1 (n ifl o p(o (o a `Lq 2 (o EI 0 *- c4 13 ��(D V) 11 [1 O p �cn .{-�to II E ¢�> tr zz 11 r cnWc>r� IUDGRADE 15" RGF U7 11 11 z D ` W 00 It Ila »4- i r- 01148 i Go FINISH (n rzzz .` 1+ II 11D \ C1150 15" RC A. f 27 LF r �Ilp / i co n `o 4 EX. ADE f ¢c; 0 1 , ti 1135 1 t�� !P .13 1 " RCI DATUM ELEV 640.00 Lo o � � ( Lo t.0 cp cs� 0+00 STO" PIPES C1134 & C1135 p 680` h e n u 670 RIM DATUM ELEV 650.00 1=- tD 670 C b 0 c 0 C U K u 660 i 650 640 DATUM ELEV 635.00 CSs (p R co J co _i U � 0+00 1+00 STOM PIPES 01147 & C1146 N C,4 O � II V Rco Dib Loo r- toto a 11 Q to C, w 11 - ca to 1 I I Z 0 to U to i 0 �� >> LF) I1 (n ifl o p(o (o ¢zz 2 a tx ,- t, *- c4 13 o co FINISH to �r coo � co +cis it it It z a GRADE �cn EX. GRA E c� 0 — / zz 7' IUDGRADE 15" RGF 019 � > Z ` W 00 U Ila /1 1 i r- 01148 i Go FINISH 15" RC1' 27 LF .` 1+ II 0.98% \ C1150 15" RC A. f 27 LF r �Ilp / i co 15" RCP `o 4 EX. ADE f ¢c; 0 (D C£s / C1137 n (n rn 1-0 4 L6 (o cn (D +11 0.26% to 0+00 1+00 STOM PIPES 01147 & C1146 tt7 N N R ,7 to Ko !k t-- 11 110 > nom? 0+00 1+00 STOKE PIPES` 01136Pc 0113?' 670 C a c C. 11 v 660 FINISH GRADE -- 650 44 DATUM ELEV 640.00 co 00 0 J Olt 11 0 U U-) tJ 1 N t3 N 31 � II V R r Mt5 Loo r- toto a r%3r;o Q to C, ca I O O an [o tf 1 R c t[i . N M i 0 �� (n �� I1 0 00 w M co rry °'s tootis ¢zz 2 cD C:, in tx ,- t, *- c4 13 i to �r coo � co +cis it Il it �cn EX. GRA E c� 0 — / FINISH 7' IUDGRADE (A Fxzti (!? U) iC 019 � > Z ` W 00 U Ila /1 1 i r- f� i Go FINISH 15" RC1' Lo- vin z 1+ II / � C1150 •o A. f 27 LF r �Ilp / (nz co 15" RCP `o 4 to icnZ f ¢c; 0 (D C£s / C1137 Env)Rg 1'A 27 LF 1-0 C1146 0,19% l V�C N 15" RCP +11 0.26% O h- r 15" RC O I 11 o EX. GRA E t w� Pl� ccs xl tis 00 Co 1 t.Q CL3 tLJ tt7 N N R ,7 to Ko !k t-- 11 110 > nom? 0+00 1+00 STOKE PIPES` 01136Pc 0113?' 670 C a c C. 11 v 660 FINISH GRADE -- 650 44 DATUM ELEV 640.00 co 00 0 J Olt 11 0 U U-) tJ 1 N t3 (o Lo C5 h. C6 r, +, Ik O co �- 11 11 F<�> V) QY z EX. GRADE 0+00 STOW PIPES 01149 & C1150 N d 04 C3 V " Loo r- toto a r%3r;o Q + PI _U UO an �O(o 11 k - 670 i 0 �� (n 11 11 z a cn 0 00 w M co rry °'s tootis ¢zz 2 cD C:, in tx ,- t, �, � A i to �r coo � co +cis it O U 11 U/ H O o k- c� 0 If ? Q m tI o QAD- II 11 a f. (A Fxzti (!? U) iC 019 � > Z any W 00 Ila /1 1 Cn fi' Z FINISH i Go FINISH 15" RC1' Lo- vin z GRADE '� 11 � C1150 _ FX. GRADE A. f 27 LF r ``3 0.56% (nz co 15" RCP `o 4 to tfi [L? (D C£s u�g Env)Rg 1-0 C1146 a GLADE 660 N co (o +11 0.26% (o Lo C5 h. C6 r, +, Ik O co �- 11 11 F<�> V) QY z EX. GRADE 0+00 STOW PIPES 01149 & C1150 660 EX GRADE---- 650 RADE 4t( 1-F 1.00% C1 139 C11 15" RCP 27 LF 18 1 0.567. 1.3 15 RCP 15" 650 DATUM ELEV 640,00 d til Lo ct3 ci3 '0 0+00 STORM PIPE'S' 01138 T0' C1140 FINISH GRADE s6a EX GRA®E---, 650 DATUM ELEV 640.00 17 clI rn ul N > crs M0)- V U Ill� 0 U o to J co 0)m J r%3r;o Q r _U UO an -- t7� v 670 i 0 �� >>> �� 1 °° 0 00 w M co rry °'s tootis C) Iq co rq (o Lo cD C:, in tx ,- t, �, � A i 11 coo � co +cis it O �a� na+u� F V) n 11 U/ H O o k- ocf If ? Q m tI a II 11 a I (o (A Fxzti (!? U) iC 019 � > Z any W 00 _ 670 cc �; Jxr /1 1 Cn fi' Z FINISH i Go FINISH 15" RC1' vin z GRADE '� 11 � _ FX. GRADE (o CD } r itCD (nz co a `o d 660 EX GRADE---- 650 RADE 4t( 1-F 1.00% C1 139 C11 15" RCP 27 LF 18 1 0.567. 1.3 15 RCP 15" 650 DATUM ELEV 640,00 d til Lo ct3 ci3 '0 0+00 STORM PIPE'S' 01138 T0' C1140 FINISH GRADE s6a EX GRA®E---, 650 DATUM ELEV 640.00 17 clI rn ul N > crs M0)- V U Ill� 0 U o to L� v�o r%3r;o r r r 3 tD tD an tl 0 4 11 11 l- tn it It z z a EX. GRAD too l! >>> F) 000 ci (,a 0+00 STORY PIPE 01151 650 FINISH GRADE 640 630 DATUM ELEV 6,25 00 q r - P7 Qo tD N M0)- V U Ill� 0 U o to L� � 0O,t r%3r;o v7 `° U') N1` ¢ tts 3 tD tD an tl 0 4 11 11 l- tn it It z z a EX. GRAD too l! >>> F) 000 J p N R :2 I (n O cp r C,4 `t 1 Nr,O (o uy U EX GRA E 0 11 ��o�s�v�iCO E II 11 a C14 (oco It Q Et ISH �a v) z GRADE _ 670 cc �; Jxr /1 1 � rF (b 11 11 F- 04 i Go FINISH 15" RC1' vin z Of rn 14 �� aN _ FX. GRADE (o CD } FINISH itCD co a `o d to tfi [L? (D C£s 0+00 1+00 STOM PIPE 01132 67 ss 65, DATUM ELEU 640.00 0+00 14-00 45TOM PIPE C1152 VERTICAL: GRAPHIC SCALE: 1" -- 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 670 u Q c u Q t v 660 650 Co] DATUM ELEV Ronald A. Mislowsky, Jrz 0 CERTIFICATE NO. - 0 020674 REGISTERED PROFESSIONAL ENGINEER 635.00 06 d- (.0 na 04 +�0 to X) (D I,,: [ifs �rn w- tD It r✓- !! it zo 0+00 1+00 STO" .PIPES C1141 rbc 0114,2 I LjU 670 660 DATUM ELEV J N(o� 0 O td N U') N1` ¢ tts It an it ix too l! i F) 000 J p N R :2 I (n O cp r C,4 `t mt6 Nr,O (o uy U EX GRA E 0 11 ��o�s�v�iCO E II 11 a C14 (oco It Q Et ISH �a v) z GRADE _ 670 cc �; Jxr � rF (b 11 11 F- 04 i Go FINISH 15" RC1' vin z Of rn 14 �� aN _ FX. GRADE (o CD } FINISH itCD r GR DE Lr 11 11 z f O (o w C3 Fd-> Il Il — zz I u�g Env)Rg 670 FINISH C1146 a GLADE 660 N co (o +11 0.26% O h- 15" RC O I 11 o EX. GRA E t w� 1 C1142 5.17 IF rk 1.12% 15" RCP f u7 cv to N (C7 ko Cf,3 co 04 +�0 to X) (D I,,: [ifs �rn w- tD It r✓- !! it zo 0+00 1+00 STO" .PIPES C1141 rbc 0114,2 I LjU 670 660 DATUM ELEV 01144 27 LF 660 RCP .DATUM ELEV 650.00 0+00 STC. PIPE C1144 � C f V 0 O _W U') N1` ¢ tts It an it ix too l! i R rn 11 11 z p N R :2 cp r C,4 `t mt6 (� EX GRA E 0 11 ae4t- II 11 a C14 �vic~nc? Q Et ISH �a v) z GRADE _ 670 cc �; Jxr i Go FINISH 15" RC1' ca GRADE 1.69% rn 14 �� aN _ FX. GRADE (o CD } 1147A itCD r Lr 11 11 z f O (o Fd-> Il Il — zz I u�g Env)Rg 670 FINISH C1146 a GLADE 660 N co (o 00 (o 0.26% O h- 15" RC EX. GRADE I 01144 27 LF 660 RCP .DATUM ELEV 650.00 0+00 STC. PIPE C1144 0+00 11+00 STOM P E Vflf ZAA DATUM ELEV 650.00 n r~ � 0+00 STOM PIPE 61146 Q R ct Q rl- ix U7 U (� EX GRA E 0 11 11z a> FI ISH r -� v) z GRADE 15" RC1' 1.69% 195 LF 1147A r I O a N N co (o 00 (o (o O h- I 0+00 11+00 STOM P E Vflf ZAA DATUM ELEV 650.00 n r~ � 0+00 STOM PIPE 61146 1 �t o N IIS Il Nd 00 r%a N �' LAI ! ON i O p N 00 N o 0 OD N'� r: u� II -I* C14 10 if 0 ti FW�b 11 - woco ff 1i �0 fly >> p totoxZ_Z rn �I� Z 650 FINISH GRADE 33 LF �. 0.007. ��O 15" RCP 10 d 00 00 cfs [R (O to to �e&UPIA 0+00 " STOW PIPES ,2001 G�. ,2002 NSA N R U 0� +Uo 11 N+� 19 DO 11 >... w 0 a- itzp111Ep nmzz cnc 660 FINISH c2o04 F33650 1 5" RCI DATUM ELEV 640.00 0+00 Sl OW PPE ii E 004 VERTICAL: RAPHIC S. -ALE: 1 " = 5' 5 0 5 10 HORIZONTAL: GRAPHIC SCALE: 1 " = 50' 50 0 50 100 66( SS{ 640 630 DAMN ELEV 6,5.00 b h rr L I! � m N � U Q m 0 oow)w N + if En if fl o �Z 0+00 1+00 STOW PIPES R005 & 200 LI H aF zRonald A. M;stowsky, Jr7 0 CERTIFICATE N0. 0 020674 �* IREGISTERED S L41"! RENGINEER 1� ENGINEER 651 Ili 61, 1. DAYVM Er.Ev 610.00 rrarkke" e 0+00 1+00 STOiliL l LI L! 0007 Patton Harris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 PH R+A T 540.667,2139 F 540.665.0493 h U 0 N fD N f3 0 z 1560 6,' 64 DATUM ELEV 635.00 EX. GR40C o u i Ktvl,')ty JtUKM t'IYtJ TA.W. • RC 2 7/20/01 REVISED WATER AND FORCE MAJNS SANITARY SEWER AND STORM SEWER T.AW. D.J.S. 3 11/10/04 RAISED FINISH GRADE AND LMLITIES 2 FEET T.A.W. r 0 C20 REVISED CULVERT PIPE 2007 C> N 91� 5 0 43 T.A.W. m 0 5» Rep DATE ro n a BY C IK'D FEVISIONS i¢> J � v- f c .r At u3 r - � W 0+00 1+00 STOW PIPES R005 & 200 LI H aF zRonald A. M;stowsky, Jr7 0 CERTIFICATE N0. 0 020674 �* IREGISTERED S L41"! RENGINEER 1� ENGINEER 651 Ili 61, 1. DAYVM Er.Ev 610.00 rrarkke" e 0+00 1+00 STOiliL l LI L! 0007 Patton Harris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 PH R+A T 540.667,2139 F 540.665.0493 h U 0 N fD N f3 0 z 1560 6,' 64 DATUM ELEV 635.00 EX. GR40C o u i Ktvl,')ty JtUKM t'IYtJ TA.W. • RC 2 7/20/01 REVISED WATER AND FORCE MAJNS SANITARY SEWER AND STORM SEWER T.AW. 0+00 /"1+00 �S'TORAf PIPE 2008 w A N q in Nto Pto If col.... If 0 :L9 FrrW i o u i Ktvl,')ty JtUKM t'IYtJ TA.W. D.J.S. 2 7/20/01 REVISED WATER AND FORCE MAJNS SANITARY SEWER AND STORM SEWER T.AW. D.J.S. 3 11/10/04 RAISED FINISH GRADE AND LMLITIES 2 FEET T.A.W. D.J.S. 4 1/19/05 REVISED CULVERT PIPE 2007 T.A.W. RAM_ 5 3 8 05 REVISED CULVERT PIPE 2001 & 2007 T.A.W. RA M. NVQ DATE DE€iCMMON BY C IK'D FEVISIONS SHENA.1 NOAH STORE'' SEHER PIPE PROFILES 1J14210 DATE: 312101 nr 41 670 660 650 640 630 620 DATUAf ELEV 615.00 rn 4 - to LOW POINT ELEV = 654.17 NIGH POINT ELEV = 661.25 HIGH POINT STA = 4+02.07 PVI fiTA = -i+q I 1+00 2+00 3+00 w 4' 2' 12' CD VDGIF ACCESS ROAD wr7 w aCD EX, GRADE Q CL - i MtNrMUM 1 4. _ — EXISRAIG 7- PAVEUENT 1.5' SM -12.51) 12° J- - 0 2" 21 B (EST PROVIDE O AGGREGATEE AS REQUIRED 6' 4' TO MATCH EXISTING PAVEMENT 4' 000 � � o � U) v co t'`i Fl VDGIF ACCESS ROAD STATION 7+00 TO 12+65 62' 62 YY'-74T—STA----4 21 . 77- I L.. -._. 13 � O or>: PVI STA = 1+70 A.D. = 8.19 t ry pVC S f A11V P\A LEU = 652.90 ct- K 21.9 8 o� h A.D. - 6.60 I I u 1 7 W pr) N 10 CD (D = 34.10 180.00' VC 25.00' VC ca co r� °Q o rn + 0i L Lo o X ' cD co� Lo (0 U),; - NCD . >j I LLLI r Lf) 0> j O+ (o LW I E I Lei —off m 2.0 p $� I 71 FOR C MAIN SHO BELOW WA TE MAIN FOR CLAR TY. BOTH MAINS REQUIRE A MINIMUM CO R � OF 33". � 1 v � I I � I CD z � llo! rYq w `� L�4/ C Q) Co c� Q m c z � CD 4d > � o J X � r u MR m Ifi X YAW. PWP I f <© 00 N r^ on ao �, r7 cfl -- d N oa N to u') t- r- to � � a- t- � -- t� r ' � U? clq `! C7 r C7 r� cD to Iii In «� co .6 6 i1 j eD c�c3 r, j C6 eco CIA Q co p t- cv .6 0 Lr) r-= Lo C� L "�'" to ISS tfy ei .— ts7 `-n cc5 � c.i xi a0 rry Cci r 7 r+� itx r+7 CID r%3 cA +moi cc, � co � c.o t d) cn Lc) w � co n Cxo Ln CD Lo �. tp (� to (� co CD to CID CD l4rJ cC] cD !(") ct7 cD t.{) <Lo cD Lf) tO Lo Cp cCa Lo to co CD CD CD Q CD CD tD cD 1+00 2+00 3+00 w 4' 2' 12' CD VDGIF ACCESS ROAD wr7 w aCD EX, GRADE Q CL - i MtNrMUM 1 4. _ — EXISRAIG 7- PAVEUENT 1.5' SM -12.51) 12° J- - 0 2" 21 B (EST PROVIDE O AGGREGATEE AS REQUIRED 6' 4' TO MATCH EXISTING PAVEMENT 4' 000 � � o � U) v co t'`i Fl VDGIF ACCESS ROAD STATION 7+00 TO 12+65 62' 62 2' z 44: VOGIF PARKING �cRaDE a u ciu VDGIF PARKING LOT SECTION 4+00 LAKE 5+00 t , t 12' 6+00 7+00 8+00 9+00 10+00 DRIVE (V,D,G,I,F, 50` 25° f` 50' /OD' r�rxr�a� VDGIF I ACCESS ROAD I E 12° --� - 0 \-8- 21B Lu w c VDGIF ACCESS ROAD STATION 0+65 TO 7+00 2' EX, GRADE 11+00 p 2' a CD CD w UNI G DITCH ME SECTION lZ+uu f. tuu 670 660 650 640 630 630 620 620 DATUM ELEV 615.00 N 00 c\1 CD 0+00 1+00 2+00 FORCE MAIN FROM LAKE FREDERICK DRIVE TO V.D.G.I.F. PUMP STATION z 44: � O or>: t ry pVC S A11V ct- o� h u 1 7 W pr) N 10 CD (D 0+00 1+00 2+00 FORCE MAIN FROM LAKE FREDERICK DRIVE TO V.D.G.I.F. PUMP STATION Quality i? aterproducis model - GTS Model No. FIE85 M ` carlcretewedge _butyl joint sealant between anchor bait -4 ea concrete and Fid finished grade manhole x it SS w f33Yt�Q water ! E 3 m f\ • r or i iS i!1 I 1'x1{4' ``' brass nipple valve angle iron ball vahre / (bolted to v Corp, step riser &valve) saddle --\\ s / man hole riser \ �eee� ,--... ..,.. \ eeee♦ ♦�.e�♦ ♦eeea �eeet 8'5t8St16' ee♦_'.'. .'.%..':...'.',' e... / Solid block e ...'.'.'.' e `ee� ♦ eee� T eee�♦ �ee�e e f>' :....... :..°...'...::::::... .. stone bedding /\Nf ` . J WATER OR FORCE MAIN LINE TO BE LOWERED AS REQUIRED TO MAINTAIN VAULT AT APEX WATER OR SEWER COMBINATION AIR RELEASE AND VACUUM VALVE VAULT Flgtre 10 I (for valves 12' and larger) GATE VALVE Figure T C 4RE7-Ut L Y COMPACTED SELECT BAC16RU '`��%\�%moi\moi\.:.�%�!✓;e�;�� sTo�E ,acc�E�aTE STANDARD NOT TO SCALE TRENCHING AND BEDDING DF, TALL Note: this dotal is also used for butterly vahms 3 FOR ATER AMAIN PLANS -Y- SEE CARS PR9jJLES f E SHE K ft— VE VE PLANS — SHENANDOAH 1—A THRU 31—D rim - I1� yl? 2� il. CD C? 14 Cn 0 N,l�'12-' GATE VALVE, 1-8" BATE VALUE 8" 0 SECTION OAF '!k'� 0 o I 'X8 E LEASE VALVE 1 12" TE VALVE, 1-8n GATE VALVE 20 -8" SECTION OF PIPE V8" PLUC '4n- 12 " 4n- .- 4�_ C� Cn Cli a � Ok IH o n onald A. Mislowsky, Jr -Z O CERTIFICATE NO. — 0 020674 � REGISTERED I�ROFESSIONAL _ ENGINEER 12" 100 0 200 I in ch 00 f: FOR FOR I f s 59+4 -3 43.39 00 32" �( $" REDIfCER '.. 19)7, P,H./40So OW, E 50 25 0 50 100 (' IN 'FUT finch =501`t Patton Harris Rust SE Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 _ T 540.667.21 39 F 540.665.0493 6 9 VIEW SEEL)THIS SHEET ',SEE S14Eq 31—E CONNECT TO EX. 8" 'WATER MAIN AT LOCATOR PEG 1---12"K8" REDUCER e - J I I -J-05 REWSED PER COUNTY COMMENTS T.A. W. K.A.M. 2 11-10-04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A. W. R.A.M. 1 7-19-01 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. NO, DATE DESCR I'MON BY CHWD. REVISIONS r ]� T] �r'� �r PROJECT N©. SHE A '�I�rf.9.1Y11 IJ14210 DATE: 312101 XATER "N PAN & PTOFITE SHEET 5f" FREDERICK COUNTY VIRGINIA or 4-1 202E One side of Saddle Body has closed bolt lugs for easy cnsiallatron, Nuts - 5/8' 85.5.5-5 Brass Alloy as r' / per ASTM 862 and AWWA 0800 with unitized washer, Body - 85.5.5.5 Brass Allov as per ASTM 862 and AWWA 0800. Threads may be FIA. AW1NA. or BSP. Straps - 518" high quality silicon bronze flattened to provide a wider hearing surface against pipe. � r Gaskets - Buna-N rubber. I ASTM -02000 Top FB1700 ailcorp - Male Iron Pipe Thread inlet by Female Iron Pipe Three Outlet CATA1.013 Dr:scmpnoH AAOX. Sty. PXG. - NuaeEt VALVE SME IM -Ft SRE SrZE Wr. Las. QTY. F817pp-3 3/4" 31a" 314" 1.5 l 10 FB1700-4 V, V, 2.1 6 F81700.5 1.1/4' 1-114" 1-1/4" 3.6 FB1700.56 14 1-1/4" 1.112" 3.9 1 - F817 1-112" 1.1/2" 1-112" 5.3 1 FS 7 1-1/2" 1-112" 2" 5.9 1 81700-7 2" 2' 2" 7.9 2 I 'X8 E LEASE VALVE 1 12" TE VALVE, 1-8n GATE VALVE 20 -8" SECTION OF PIPE V8" PLUC '4n- 12 " 4n- .- 4�_ C� Cn Cli a � Ok IH o n onald A. Mislowsky, Jr -Z O CERTIFICATE NO. — 0 020674 � REGISTERED I�ROFESSIONAL _ ENGINEER 12" 100 0 200 I in ch 00 f: FOR FOR I f s 59+4 -3 43.39 00 32" �( $" REDIfCER '.. 19)7, P,H./40So OW, E 50 25 0 50 100 (' IN 'FUT finch =501`t Patton Harris Rust SE Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 _ T 540.667.21 39 F 540.665.0493 6 9 VIEW SEEL)THIS SHEET ',SEE S14Eq 31—E CONNECT TO EX. 8" 'WATER MAIN AT LOCATOR PEG 1---12"K8" REDUCER e - J I I -J-05 REWSED PER COUNTY COMMENTS T.A. W. K.A.M. 2 11-10-04 RAISED FINISH GRADE AND UTILITIES 2 FEET T.A. W. R.A.M. 1 7-19-01 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. NO, DATE DESCR I'MON BY CHWD. REVISIONS r ]� T] �r'� �r PROJECT N©. SHE A '�I�rf.9.1Y11 IJ14210 DATE: 312101 XATER "N PAN & PTOFITE SHEET 5f" FREDERICK COUNTY VIRGINIA or 4-1 I7q ! j /. ! .f . / I 1 r l 1 I f 1 ( ! I 45( DI -3C, L-`14 1 ° INV.OUT=56300 i 1 REQUIRED\ SPR E — PEQUIRED V.OUT=563.0E =554. ECr 1 REQUIRED ! F W/HE�DW / J / .Ott, tl I 1 Il " PLUG ,ENP PHASE 1 WATER MJW CON57RUp71,94, 1 1 0 LF 127 P/VC SW21- VW — G.V�{1 l eo ECT! N OF /8" PIPE LUG Y S1'4EN�NQOA J CCJ� AC•TI?R TO C ORDI A TE [HE LOCA TION 1 4 y AMID X NSIQ OF -ME WATER At D F�RCE AIN M71Y ( ( 4 ( t y CA000 ED RUNS A7RAOTQ'i `\ l } �0*: 'GRADING SOWS! IS WCC DE6\?N PHASE\ice l 0 TASTE WATER TMEN jk \PLA �T E6WMEN ` \ \ \ `\ ♦ \ \ 1 P)ANG, FINE GRADI , ))5i 1WA , -AND ALL \ \ QV-IER)I�PURTENANCES Y\UT7-IERS. _ o \ \8" PV �SIZR 1 J"! ER 01N, -CUL , E'RT Il`i \ i P= 5;00 " \ \ ° `D °E`N QON RAND "RACHEL CARSON ,DRIVE 19+00 \ 1 I \ �SECT tDN 8"H€ET 17. \ \ \ l ] I 1 _ 1Q'f11P0wmv 1 2--96" P -- TH ES- OPEN`\PACE 100 TQRM \ELE .= 569.90SHtFT 41 ` ~ `\ i STM STR 1Q23, D1 B, 8, L=O yy� ^f74J'"° WITH 2' �-' PILE TOP=576.4f �` �-�` z S STR 10),25, P-38, L=20 s!s TOP -591.86 l 1 \ \ S Dl -3C, L� � ` PRAM � � \WETL`NDS AREA I li f 1-12"X" T Etl I a sfi f I 1 2-1 � G. V.& 1 1 / 1-- S G. V! BOpCES ! _ 'PVC SDR -21 FOR MAIN ` ° \ ` °\\ Vl ISR 065 ° I i ! j II 1l I I / 5,�• ` \\ \\ \\ \ 1 ( I STk1 S11R 111 DI -3$ L=20 § I } *=976.54 112" 4C SDR --21 R MAI \ \ \ � \ �\ - -�•�• STM STR i�l9,oElj 'TOP =608.50 STM STR 1026, D%--38, L= \ \ ( ( ( I TOP=592.00 , / ! -- ` \� \ °\ '�� \ 1CD REFER TO SHEET 27 FOR ROAD ANU UTILITY RROFILES 2' 18' 2' CL 6"--218 Aggregate Surface 2' NIPPLE 45' 45` Compacted Subgrade �- Typical All feather" Special 90* Bend Access Roa wa Not to scale Not to Scale MSR sax and COVER MUER WE METES SICK NrMS BOX COVER 40M psi Non-Trafi:; fA32GP{Y 5'a't3e'4' arW41' 19 ln. Dia I Trak A32HH CS -55 by t onseal I kM-Tra16c I lrlC-3C. (Frarrel, WITH R14,$.-+. ((TOPLid) 1' 24 in. Dia. Tralc I IIC•30 (Frame) YVTTFI P&& -12•T Clap UC o COPPERS meter Opposite SSC® Same We &a S18�04' V8HG72-I(NV044.44.84 VSH1382-'•=0-44.44.04 3f4' VBH072-181VDA4-44-B4 VBHC82•'8hhD-44-4484 VBHC74.1 W-49.ii-B4 'A f NS,7rAU A71(" Ng7ES° ExFcrto aYionoim8tarbaxassarrDiyt�beappravedprortciessalsrtEn 2. Plater service grassing stew a) Encase in 3' diameter $CH40 PVC or SDkI pipe. The piping Sha run ism ons xltbayond sidrwA-r-osUth" Street, to one foot beyon„ gdewrlk b) Install 12 gauge Insulated ccppar wire ',for line tracing) frM corp stop to iltn then lac twmpwinr afou na carp, stop; wire to 13D taped to top of PErQ 10 foot inbBtVSIs; coma up into meberbtac w4tefmilatelevelwih b trtvey. 519"x3/4", $14" &1" METER INSTALLATION (4 FOOT COVER) Figura S top of manhole M grade in pavement areasunlIessdhwhillsdeected 1 r(top shell be set 24' min. above grade In easement areas) square skid pad d'thlck 214* x 2" txdyf � � r jo nt sealant RIA STRUCTURE 45' BEN concrete ASTMG150 " 40M psi VALM Inc watetproal coeY6eg. Rg. No. 711308 CS -55 by t onseal with lid m%a ked joints are to be sealed paint with 'O'ring gasket '•° „ SW concrete anchor bolls (4each) adjustment rings (11' Mand) y.. t 1' nominal size II joint sealant applied a 6 - between joinlsarxion " oderiorside dldrh.; I.D. " �... plpeto manhole connection to be _ by flexible slawo Invert channel to provide a 4&4r min smooth tfarwAicn in to out, 414Y" mmr. for all oonnedions F : -,*-topofbenchwW0 procast Invert or grout f . same elev. as bottom to form charmet D/2 top of pipe T bedding stone NOTES: 1. Manhole sections shall have an e3demat coating of approved pol film water procPrforto htsWldk a a II adjustment elevation exceeds two Inches use concrete adjustnleot rings with a exterior coating of water pK4&) . 3. Final slope adjustment of manhole frame may be by shims and non-shrinkgro-A 4. Skid pad to he placed around manholes located In sfauklers Broads. 5. Plat top casthtg shall be used on shallow manhole (4f. or fess) Installations. STANDARD MANHOLE Figure 11 (LdNCitETESiCIDPAD yMARKED Sivrtlt" 18'xI8'xG DEEP BOX COM C STONE sm w-rm ROADWAYBOX 11 L -Z' SM -21 € '� 50R -2i PX jE .WC"AM FORD 811-777 IMM VALVE wl SDR r oP Illbcalt` ) CASKM PFOIICER 12 alk 45' BEND — 1, ' 45 BEND z 1� g WATER "N 0 CLAS; 52 D1dCTiLE IRON PIPE; PI CIV1DE MEGA LUG THURST RESTRAINTS AT ALL PIPE JOINTS. EX(TFN ONE Fn11'E SECT" BEYOND 45! BEND SM,UM MW = ff W OFFSETRML NWTOSo" TORR MJZC•PW MARE e COYER MARKED SEWER' r Sm 811) PVC THREAM CAP �F� PWC 1}1RRPM Id' DIA X Yr DEEP POLY PLASTIC METER eox E-- -r SCH8lIPVC SO! so M TfiREM 9D11 EM TIIREADED sum FORCE MAL" TERMINAL. FLUSHING CONNECII I H 4F onald A Mislowsky, Jr7_ o CERTIFICATE NO. 0 02€1674 a 1411, - REGISTERED PROFESSIONAL ENGINEER irenchwidthas f/ requiredand VALM Inc water or Rg. No. 711308 2-14-05 with lid m%a ked p�]Cf paint •—�, vaine baArNvN ff bnasn--ipp1"Jove bottom pilon — r of box I TA. W. R.A.M. 18' deLr 11-17-03 gasketed bell Wye sanhwy (see rate) sewer Malin SDR 21_ Z 40 steel > f, concrete r yem'. , r 1-s. �' SOLIARD DETAIL direction of setting to be approved prlor to installation as required rncrele pad V -e sq x er deep !' min. - 6'max 'FY 4'sione screw type adjustable valve I I stone to be ndnimum 1 r -of f3' above topof base F%x` mechanical jotw swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 8 SD1`335splgot SIDS 35.9pTgot by byg45'ted �..GDgd ger bell �`° L�ersd / _bell adapteP (see note) 2 \._5 DR 21 ga"ed SDR 35 8W pipe and fittings SCH 40 gasketed bel Wye solvent (see note) weld cap nrnnarty Note'. It top of main is greater than 15 ft deep uae heavy wall SDR 35 concrete oradle 6 top of main is greater than 15 deep GRAVITY SEWER SERVICE LATERAL Figure 14 f/ 6�A VALM Inc water or Rg. No. 711308 2-14-05 with lid m%a ked p�]Cf "uF1ArFJi3f' •—�, vaine baArNvN ff bnasn--ipp1"Jove bottom pilon — REVISED PER COUNTY COMMENTS of box I TA. W. R.A.M. SDR 35 11-17-03 gasketed bell Wye sanhwy (see rate) sewer Malin SDR 21_ /// cast Iron cleanout cap with brass plug must be6'lromthe topofthe screw type adjustable box square concreto skid pad 207r 20'x 8' deep cast iron cleanout cap with brass plug having a countersunk square head Panetta Model PA4SV-CSK(4`) SDR 21 - claarwlrt pope brick base t -:kr SDR 35 spigrAb y SDR21 gaskerod ;bell adapter .SDA 35 gaskated -bell 4$° bend \_ 61stone bedding NOTE :ff top o1 sewer mein Is greaterthan 15 deep, then Wye and bend to be heavy wall SUM. SEWER CLEANOUT Figure 16 GLW*y W LWFrc &d ft V4de1 . GTS Llodei No, F E85FM 3;' fMtetedga ri lent -1tHrn+eCn anohor bot! - a m. calcrets end Fd finttffide - I Italtvp f/ REMISED 12 WAIE-R MAIN TO WWTP TO 8 water or 4 2-14-05 e"K /f 1111•x114" kw •—�, vaine baArNvN ff bnasn--ipp1"Jove I-3--05 REVISED PER COUNTY COMMENTS i ~ C"_ atop. f� TA. W. R.A.M. �' 11-17-03 REMISED TO SHOW CRAPPIE DRIVE TO W W.T.P dsw a vawajl e 1 rlmlhalsdrer 4TO 10" Z JO.S R.A.M. NU. DATE rrxall I \ \4` / BY I CHIC CX W.d block / \\\\♦ 1314210 DATE: J12101 SHEET 41 VIRGINIA I or 4l arena bedit WATER OR FORCE MAIN LINE TO BE LOWERED AS REQUIRED TO MAINTAIN VAULT AT APEX WATER OR SEWER COMBINA71ON AIR RELEASE AND VACUUM VALVE VAULT Figure 10 ANGLE OF BM rs TO BECLOSMTO % Sf_OPE OF PIPE 'FOfI DEGREE gtcTlD NEEDED. OQk ERT % SLOPE TO DEGREES AND SELECT APPROPRIATE ANILE Fi7T*01 IPJL 1S.5% -IC .T#1113 SELECT t 1J' FTrnNO) D11CT16E Kink FTr'nNO wme NEGAIIL S MANHOLE CONNECTION FOR STEEP PIPE SLOPE { SLOK 17% OR OAEA11T.ttI PVC M.I.P. X FORD 911-666 GASKEM BALL VALVE w/ OP Wff (QT67) tre}� toed green ADAPTOR� oona.toOMpod 999 " f trx 16k 6' deep � Prw°dy yne IN* SOR•21 PVC ad rrm*W mwttr �� 4TlIB��L C" flrVehaAtrade MIP X IY4' Palau -6A elm X L%, W ADAPTOR ro,dway bm GASKETED TEE rb&kta vAh Min. •..-.•-°-SI)R-21 ME - Low PRESSURE MN -Z 84t OPWRI MA cV Ir I .a�emt rpt oxvw'"rn`pecxvj4r' (13 fl, amity 21 1 pack a fetldlr 2"MP x pud+ 1I L'kms '11�L ed WW w dr 61 , �, wa =1 O rots Potylet "L7VeR TttBMWIM T" is 19 "a I wi SS MEATS AT Mt VALVE COM cc a MAAR'XSEWER' r 10my baa by Tyles pipe 'Erre res. 143•R adHnh6le, 3S' b 4W . . - • • a Ifesadod ehett edlahrWA only lid mukad- saner Gt7HCRETE z 'o n,r SKID'PAO 4` STONE a+z ria anon 16`)(18"x6' DEEP 2' lorded Prom IaWW pipeROADWAY BOX ly PVC M.I.P. X FORD B11-666 MWAU ATM NOTES GASKEMI3A11 VALVE w/ 1. Emet leoelfafl dvsfw b w W be epprOM pilar W "ub6oe, ADAPTORS 2a OP Nlri (QT67 2 Sesecaertke[soeeY+Qa6seC sI Encase In P diameter sclero PVC or 51>R21 vka4• The p4*v"nm tram one loot beyond eklmrell. awes the skeet, to one Toa bored &deadk b) beater 12 ~ VwAVad cmpm Vft (I We baclI from cam. WZoP b rem ero,rawe bm Wv Wim around mro. 1Y' SDR -21 PVC 134` SDR 21 PVC strep^ *#mto lu taped to bg vf PET at 101" lrMesvels; oamw ter inla taws baa and tetn>Inaea M PaP d bar III under i1. FORCE MAIN LATERAD., WOE OLAAWTER MAMi) Sep, 04 SEDDIIIG MAIEM `�_ MCK AS PER RC.S,A. SPECS, FORCE MAIN SERVICE LATERAL Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.4493 5 4-29-05 REMISED 12 WAIE-R MAIN TO WWTP TO 8 TA.W R.A.M. 4 2-14-05 REVISED LIMITS OF WATER AND FM TO WWIP TA_ If RAN, 3 I-3--05 REVISED PER COUNTY COMMENTS TA. W. R.A.M. 2 11-17-03 REMISED TO SHOW CRAPPIE DRIVE TO W W.T.P JLC. R.A.M. 1 7-19--01 REMISED PER REWEW AGENCY COMMENTS JO.S R.A.M. NU. DATE DE9C W TION BY I CHIC CX F,REDfRICK REV15KWS SHE AL DOA 1 ASCEMM OUS 1 ETME COUNTY 1314210 DATE: J12101 SHEET 41 VIRGINIA I or 4l 8 W a 0 Mo Source. Va. SWCC Plate 3.11-1 GEMS WALL FACIA (OW-NN608=11) WITH GRANULAR INFILL IN WERFOR CELLS AND VEGOAUD TOPSOIL INF1LL IN GLFrER CELLS. SEE NOTE # I. 24' WM- DOTTED LINES ILLUSTRATE PROPOSED 20' HIGH WALL WM — REINFORCEMENT LENGTH (ft) ZiAV BXKSLOPE TO FRONT TO FRONT FACE OF WALL-".) FACE OF NAD__._. I — — — — — — — — — — — — — — 1170 — — — — — — — — — — — — 1.5.4' — — — — — — — — — - 12.5' GRANULAR INIFILL r — -- — — — — — — — - 112W GEOGRID (TYP'.) 120 - --......--_.---•-- 12.6' 12.6' 12.6' 31.5" (TYP.) DES= AsSuMprom 1. "rnlerN AWYAL $006#-w7m 12D */C%Lft Z OMWOM Me, NOT a 126 b1ceft & RM00 SOIL *emm r- 120 1b 4, FuLoaum m o 46 lb/e-ft & Loa MW omm STMam at =W "A @L sua*vAK - -I+txv W00LOK 7 SU0NLC DRAWN Ta PPWMff HyD"=XM PFCMM WMM YVA' L QW0L IrAMUW NOT 0"OUND 9. COM IFXTDRS OF &L%W suam - is rMWNCWW ORNMWMW - 1-5 qAxnjA"Q - 2jo pwmraNjmEW/rA*k PULtOLIT - 1.5 BrAFM CA1"AC" -" CORRUGATED bWM =WSION COLLAR WATERPROOF SZAL- PROVM airnsr PROT9MON EAR71M DIM PROVIDE INLET (COMPACTED) pwmcnol; -7 A 24%1 -�J'-, STANDARD MARED MM SEMON SECTION VIEW N(YM- MWWT KAY BE CONTROLLED AT OtMET IF UPLKM PONDING WILL CREATE PROBI EAfrrfIEN DHM (COMPACTED) SECTION A - A SOURCE: V.A. DSWC rLLA ft a.1 Patton Harris Rust & Associates,,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 R+A T 540.667.2139 PH F 540.665.0493 RETAINED SOL NWE it.. Sp9cirg charocterWks. obvctun-A valves and 11mits far the GECWEB awtkm(s) used within this recommendation and/or drawing an based on a manuraduring prccsaa bmt him been tested and producW 1O.C*0 hour sawn strength values. Presto (the rnanufacWmr) OM111 PrWA* 60W, upon requesrL shawl ng ewt the high-denmty po"thmp*m amIn used to produc* the GEOWEB (g000d) sections has n testad uslin on appropfliott nu ber of "am Damon and voqinq Reads to generate data ;n�*Unq that the 3earn Pool strength of a 4* WkI* (IoD mm) wnWW "I :support a loading of at Wasl 52 k9 (115 Ibf) for a rnWmum. of 10.000 hours without talk". SHENANDOAH, InterSof Engineering Inc. PHASE ONE MRton, Ontorid, Conodo PROPOSED GEOWEB wAm' wS DAm: m0r-'05 COMPOSITE WALL DRAW JCW FILE: SHEW1 DWG PRELIMINARY DESIGN mm: DRAWING; I STRA W BALE 4 Ronald A. Mislowsky, Jr 0 CERTIFICATE NO. STRAW BALE 020674 REGISTERED COMPACTED SOL TO PROFESSIONAL. PIKE` ENT PIPING GEMS WALL FACIA (OW-NN608=11) WITH GRANULAR INFILL IN WERFOR CELLS AND VEGOAUD TOPSOIL INF1LL IN GLFrER CELLS. SEE NOTE # I. 24' WM- DOTTED LINES ILLUSTRATE PROPOSED 20' HIGH WALL WM — REINFORCEMENT LENGTH (ft) ZiAV BXKSLOPE TO FRONT TO FRONT FACE OF WALL-".) FACE OF NAD__._. I — — — — — — — — — — — — — — 1170 — — — — — — — — — — — — 1.5.4' — — — — — — — — — - 12.5' GRANULAR INIFILL r — -- — — — — — — — - 112W GEOGRID (TYP'.) 120 - --......--_.---•-- 12.6' 12.6' 12.6' 31.5" (TYP.) DES= AsSuMprom 1. "rnlerN AWYAL $006#-w7m 12D */C%Lft Z OMWOM Me, NOT a 126 b1ceft & RM00 SOIL *emm r- 120 1b 4, FuLoaum m o 46 lb/e-ft & Loa MW omm STMam at =W "A @L sua*vAK - -I+txv W00LOK 7 SU0NLC DRAWN Ta PPWMff HyD"=XM PFCMM WMM YVA' L QW0L IrAMUW NOT 0"OUND 9. COM IFXTDRS OF &L%W suam - is rMWNCWW ORNMWMW - 1-5 qAxnjA"Q - 2jo pwmraNjmEW/rA*k PULtOLIT - 1.5 BrAFM CA1"AC" -" CORRUGATED bWM =WSION COLLAR WATERPROOF SZAL- PROVM airnsr PROT9MON EAR71M DIM PROVIDE INLET (COMPACTED) pwmcnol; -7 A 24%1 -�J'-, STANDARD MARED MM SEMON SECTION VIEW N(YM- MWWT KAY BE CONTROLLED AT OtMET IF UPLKM PONDING WILL CREATE PROBI EAfrrfIEN DHM (COMPACTED) SECTION A - A SOURCE: V.A. DSWC rLLA ft a.1 Patton Harris Rust & Associates,,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 R+A T 540.667.2139 PH F 540.665.0493 RETAINED SOL NWE it.. Sp9cirg charocterWks. obvctun-A valves and 11mits far the GECWEB awtkm(s) used within this recommendation and/or drawing an based on a manuraduring prccsaa bmt him been tested and producW 1O.C*0 hour sawn strength values. Presto (the rnanufacWmr) OM111 PrWA* 60W, upon requesrL shawl ng ewt the high-denmty po"thmp*m amIn used to produc* the GEOWEB (g000d) sections has n testad uslin on appropfliott nu ber of "am Damon and voqinq Reads to generate data ;n�*Unq that the 3earn Pool strength of a 4* WkI* (IoD mm) wnWW "I :support a loading of at Wasl 52 k9 (115 Ibf) for a rnWmum. of 10.000 hours without talk". SHENANDOAH, InterSof Engineering Inc. PHASE ONE MRton, Ontorid, Conodo PROPOSED GEOWEB wAm' wS DAm: m0r-'05 COMPOSITE WALL DRAW JCW FILE: SHEW1 DWG PRELIMINARY DESIGN mm: DRAWING; I STRA W BALE BARRIER STAKED AND ENTRENCMED 61N1YW WM STRAW BALE OR TWINE COMPACTED SOL TO REVISED GEOWALL REVISED PER COUNTY COMMENTS PIKE` ENT PIPING FILTERED MNOFF SENMENT LADM 13Y cI-IIc Q. RUNOFF PROPERLY INSTALLED STRAW BALE (CROSS SECTION) 1. EXCAVATE THE TRENCH. 2. PLACE AND STAKE STRAW BALES. ?WW 3. WEDGE LOOSE STRAW BETWEEN BALES. SOURCE- VA. DSWC 4. BACKFILL AND COMPACT THE EXCAVATED SOIL CONSTRUCTION OF STRAW BALE BARRIER PLATE. 3.04-1 2 3-8-05 1 1-19-05 REVISED GEOWALL REVISED PER COUNTY COMMENTS D.R.a R.AY. 0.R 0. AJ S.] 14-0-j- DA -M DESCF&rnON 13Y cI-IIc Q. f -REDD?1CK FENMONS SHEN"DOWH MYCEL"OUS BUMS COLINrr VIRGINIA 1314210 DATIE-5 31210 St -NEE I' OF