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Home My WebLink About012-77 Jerry Updike - Blue Ridge Mobile Home Park - Shawnee Magisterial District - Backfile13Cc,1►J L0+ LINE 0- MIN L. sj- -- ......................- 10 SET BAC`: LIKE V 4 1 Ln ii V) IW—I, 2 -- - - ...... L"---i......... 1RC 220 41 220.38' N 76'15 21 W _ 1 '1 FRONT SFIBACK: LIKE ----------------- N � 7' 54, 0? p i JONAH smELs;r wl N I N� ` • ,. W 175 �-C Z N 78°� 32 i Z --7-7 C--,pocfcc! cci (FILL) L3-C,' r ScRV10E ROAD NOTE: ROAD RIGHT-OF-WAY MIA!(rmi NIF m ECKARD I. MESS E BILLIE GLgpYS — N 77�36 !8 W • i NIF NIF N/F P,1rroN FNOTT LDG Co. IROYC. CARTER JA/r7S M. JDURIf N 67°15•18"W 573.50'_ j C',1---1-7-q i PROJECT AREA t AN ! x 0 VICINITY MAP U.S. G.S. MAP STEP 1 H 4� EN_40N A, DRA NGL� C N/P- JOLIRNEL L SCALE: 1": 2000' i :,AL NOTES 1. OWNER: BLUE RIDGE MOBILE HOME PARK, INC. MR. JERRY UPDYKE, PRESIDENT ROUTE 8, BOX 215 WINCHESTER, VIRGINIA 22601 2. CURRENT ZONING: 'MH-1 3. BOUNDARY INFORMATION TAKEN FRO': PLAT PREPARED BY LEE A. EBERT, CL a DATED NOVEMBER 21, 1973. r- 4. TOPO INFORMATION OBTAINED FROM L'.S.G.S. STEPHENSON QUADRANGLE w N o- 5. ALL CONSTRUCTION TO COMPLY WITH ALL FREDERICK COUNTY ORDINANCES. M Z 6. ALL LOTS TO BE PROVIDED WITH CENTRAL WATER AND SEWER. 7. TOTAL ACREAGE - 83.12 WITU APPROXIMATELY 34.50 ACRES TO BE DEVELOPED UNDER THIS PLAN SET. i 8. PROPOSED USE: 36 ADDITIONAL M05ILE HOMES TO AN EXISTING MOBIL HOME PARK. 9, SOURCe OF-TITL-E DB 42Z, P7. go5. NI 10. )JIaG�sTe�ia� ��ST: IC(: Sxk#KMF_ Ii Wi -Ln I LL—, L� _ I 3 4 5 6 _� �g —q to�i D l I�� I RGLREATION AREA I - i15 16 —630 'I 4M.H.4 20 RECREATION iW ` \ \ AREA 1 22 23 HOLOWG` 26/1 � \ �, I� !POND - - -- - - - - —4 27 2,� Mq7 fi-� I 1 30 s; 32 33 34, (i 3S \ /, ovE.a sVIwce 6 45 6 0 (0�5 / Ilpp iiL' � VIS--i --A Job number: cc) descr�LF�I.• __by ckd. ----- - - dace: DE J 9 8� designed b�: ----- s; C.E.r,r. - - drawn by 7 F __— -_ approved bN: C N/F MARK A Mc HA_ � L- _j 1 J ' J 0 A S 67*44' 19"E 2, 505.b41' 150•C Olde Greenwich Drive Fredericksburg. Virginia 22401 PC. , 1 gilber t ma. ch (703) 898-2115 SCALE.' " =103' ociates, iri-. ENGINEERS — LAND PLANNER„ SUP.VEYOr,E I L S\j P`A� �N ARQR�vED < 1 20 South Cameron Street Winchester, Virginia 22601 (703) 667.2139 FREDERIC'K Cl LEGENC . BLUE RIDGE MOBILE NOth'-i PARK � x Co. _00. 1_-_J These plans and specifications meet the technical standards prescribed by agencies of the United States Department of Agriculture concerned with the dispersion of benefits to those land owners who construct approved water impounding dame upon their lands. These plans and specifications describe the work, the manner in which the work is to be done, and the materials to be furnished in accordance with any verbal or written contract between the land owner and the contractor. RESPONSIBILITIES OF A. Land Owners: 1. The land owner will acquaint himself with the provision of these plans and specifications to determine that the completed structure will fulfill his needs and/or desires in the area concerned. 2. He will advise the contractor of any local condition that mayinfluence the satisfactory completion of the structure. 3. He will have a clear understanding as to which phases of the work he will do and that which the contractor will do. 4. Inspection during construction will be the responsibility of the land- owner. 5. He may request inspection by SCS employees during construction and upon completion of work. Where benefits are to be received from Government agencies, inspection and approval by SCS employees is mandatory. 6. It shall be the responsibility of the landowner to maintain the structure in a way that will keep the structure from deteriorating and becoming unsafe during period of prolonged or heavy rain. B. Contractor: 1. The contractor will acquaint himself with the provision of these plans and specifications, conditions at the site that may affect his schedule of operations, and the location and meaning of all stakes on the site. Failure to do so will not relieve him of the difficulties and cost pursuant to satisfactorily completing the work in compliance with these plans and speci- fications and any verbal or written contract with the land owner. 2. All bench marks, grade and line stakes will be left undisturbed and protected by the contractor to facilitate construction and inspection. 3. The contractor, weather permitting, will schedule his work so that he will start on the agreed date and work will be a continuous operation until satisfactorily completed. 4. All damages occurring to completed work or :materials , by the elements or otherwise, during construction, will be the responsibility of the con- tractor. Partial or damaged work and/or replaced materials damaged from any cause will be paid for by the contractor. S. Absence of inspections during construction will not relieve the con- tractor from completing the work in strict compliance with these plans and specifications. 6. Upon completion of the work, before moving his equipment, the con- tractor will request a final inspection by the land owner and an employee of the SCS. The contractor will then receive approval that all work has been completed satisfactorily and/or he may complete those items that vary from the plans and specifications in order that a final inspection will result in approval. C. U. S. Department of Agriculture - Soil Conservation Service 1. The United States and its employees are in no manner a party to any verbal or written contract between the landowner and the contractor. 2. These plans and attachments will be furnished and the staking of the work on the site will be done by employees of the SCS. Plans and stakes will be clearly explained to the landowner and contractor. 3. SCS employees, within limits of personnel available, will inspect and advise construction technique during construction to assure.satis- factory compliance with the plans and specifications. 4. Employees of SCS will, upon reasonable notice, promptly conduct a final inspection for strict compliance with all plans and specifications concerning this structure. Inspection will determine the satisfactory completion of the work so that (a) approval may be given for the eligi- bility of the landowner to receive benefits from any Government agency concerned with this structure, and (b) final payment may be made to the contractor. SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF PONDS SITE PREPARATION: Where practical, topsoil will be stockpiled for resurfacing the exposed portion of the embankment and disturbed areas, to facilitate estab- lishment of vegetation. All trees, stumps, brush, movable rock, sod and other debris will be removed from the embankment site; and all trees, logs, brush, and other debris will be removed from area where the water is to be impounded. Satisfactory disposition will be made of this debris. CUTOFF: A cutoff trench will be excavated as provided in the plans and refilled with suitable material, well compacted, at near optimum moisture content, to prevent objectionable seepage under the embankment. MECHANICAL SPILLWAYS AND DRAIN PIPES: Structures, pipes, outlets, etc., shall be of the dimensions and materials specified, and placed according to the line and grades established on these plans. New pipe or pipe of comparable quality will be placed on undisturbed soil or prepared foundations as planned. Where bitumi- nous -coated pipe is used, all areas will have a uniform coating of bituminous. Any area where coating has been scratched or coating removed will be repaired before pipe is installed. ANTI -SEEP COLLARS: Will be of materials and dimensions, and located, as shown in plans where specified. BACKFILL: Material will be firmly tamped about all structures, pipes, etc., by hand or otherwise, so that all fill is of uniform compaction and the structure, pipes, etc., are not damaged by the operation of heavy equipment. EMBANKMENT CONSTRUCTION: Fill material will be placed in level layers, not to exceed eight inches -In-depth, uniformly aver the-eintira`fili'Area, before the next layer is started. Material will be moist enough to obtain good compaction. Where the embankment is over 15 feet high and/or a core wall of selected mate- rial is specified, a minimum of four passes with a sheepsfoot roller on each layer will be used to obtain compaction, unless other compaction methods are written into the plans. Fill material should not be obtained in the water impounding area within 20 feet of the toe of the upstream slope of the fill. The embankment will be constructed to the height, length, width, slopes, and location as shown in the plans and staked upon the ground. The fill will be completed and left In as uniform and smooth shape as the workmanlike skilled operation of the equipment will permit. EMERGENCY SPILLWAY: Will be excavated in undisturbed earth to the dimensions, grades, slopes, and location as shown in the plans and as staked upon the ground. The cut will be completed in a uniform and smooth shape. VEGETATIVE ESTABLISHMENT: Will be done as soon after earth -moving operations as season and conditions will permit on all disturbed areas. Vegetation and/or seed, fertilizer, lime, and mulching will be applied in the kind and quantity i recommended by the SCS technician. Establishment will follow the best agronomic procedures for the plantsthat are best adapted to the location and the structure. MAINTENANCE: Vegetation to be protected from overgrazing. Soil samples to be taken every two years and needed lime andfertilizer applied to maintain satis- factory stand. Woody materials to be excluded from site. All mechanical apperatures to be inspected periodically to ascertain possible damages. VI Form SCS-VA-Eng - 1 DESIGN DATA Watershed Area, A - S Acres Average Slope n % Rainfall Frequency- I'--) Years Rainfall Intensity- = inches i Peak Runoff �'7 cfa EXERGNNCT S MXWAY DATA Emergency Spillway located on (right) left side of dam looking downstream Max. Stage- - SE 1 Cross Section at Control �r ��oce Out1et 2 ``. Emergency Spillway Profile GENERAL INFORMATION Uses for Impounded Water - R C = r G+T % O rA Area at Normal Pool-o.ZS Acres Maximum depth--? fee' Capacity-0.40 x.O.Lac. x -7 feet- 0. -1 acre feet Earth Quantities Embankment I O cu.yds. Excavation of Cutoff Trench 9 5 cu.yds. Excavation of Stream Channel O cu.yda. Other Excavation O cu.yda. Total _ /�/ 541- cu.yds. BENCH MARK DESCRIPTION TOP OF HuCi :TAO� H HIC.'coGY HIV FR7FGPTY LINE �O DoW�� STRSAM F�-�'�1^, CFNTF_R_�1.1E - - Top -Width Constructed top elevation - Add10 % for settlement Elev. Settled top elaustion Elev. 4— Expected high water Elev. Crest of side ll�AlC Elev. — Normal pool in. Slide Headgate- or-other-suitab-le-deviee- i Riser iameter µ rElevpe invert "dm. drain z.� lev y pipe invert o n t \ " .deri r s b Pipe Placement -Station 0 t 4 -I on centerline BILL OF MATERIALS PI-P. 1c_ _f �P(: - PVC 117-0 op. 1ZZo D - D-ZZL11 SPECIFkC- WTI�I.15 1 --`i L_J,�- SEEDING SPECIFICATIONS CERTIFICATION I certify that I have made, or caused to be made, a final inspection of this pond project and that all -- work related thereto has been completed in accordance d i h 11 h I bl ----- with these plans an w t a of er app ca e ` \ specifications except as listed on the attached sheet. (Check here % / if no exceptions) �I Signed Title Date f -1 "dram. pipe Z' Elev_'z g pipe invtrrt Note: Final depth of cutoff PLAN FOR POND to be determined during Landowner construction V7 R FG R 1 K County, Virginia U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE Designed Z. Approved by' Drawn .S, 1#10 1-e Title /), C 1V7 V N J