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HomeMy WebLinkAboutARB202100068 Application 2021-06-08A. SEH Building a Better World for All of Us' June 4, 2021 RE: Rivanna Sewer and Water Authority Airport Road Pump Station SDP 2020-00060/ARB-2020-95 SEH No. RIVAN 153082 14.00 Margaret Maliszewski Chief of Planning/Resource Management Albemarle County Department of Community Development County of Albemarle 401 McIntire Road Charlottesville, VA 22902 Dear Ms. Maliszewski: Enclosed is the application for Albemarle County Architectural Review Board (ARB) approval for the construction of a pump station at the east end of Berkmar Dr. The ARB Application and ARB Final Review of a Site Development Plan Checklist are provided in Enclosures A & B, respectively. The Rivanna Water and Sewer Authority (RWSA) is proposing to construct a new pump station, named the Airport Road Pump Station (ARPS), to improve the potable water distribution system. The construction is proposed on Parcel 03200-00-00-041A2. This letter provides background to the project and outlines the proposed changes to the site as a result of the proposed construction. There is currently no approved site plan for this parcel. A conditional approval was granted on October 23, 2020 for SDP-2020-00060. The conditional approval letter and associated staff comments are enclosed following this letter in Enclosure C. The Architectural Review Board project number and name assigned to this work is ARB-2020-95: Airport Road Pump Station Background The RWSA owns Parcel 03200-00-00-041A2. This parcel is located approximately 524-feet south of airport road, approximately 843-feet west of Route 29, and is at the terminus of Berkmar Drive. The parcel is zoned Rural Areas and Entrance Corridor. The parcel is in the Airport Road Entrance Corridor. The RWSA proposes to construct a new pump station on this parcel. Long term planning efforts include the construction of two ground storage tanks. These tanks are not proposed to be constructed at this time. Proposed Improvements ARPS Building Building Construction Building renderings and elevations can be found in Enclosure D following this letter. The ARPS building is proposed to be a masonry cavity wall construction with a pitch metal roof. The building is proposed to be clad in a red brick blend and the metal roof panels are proposed to be granite grey in color. The Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 SEH is 100%employee-owned I sehlnc.com 1 651.490.2000 1 800.325.2055 1 888.908.8166 fax June 4, 2021 Page 2 building is proposed to be 23'-8" from the finished floor to the roof peak. A canopy is proposed for the east side of the building to house a generator and a trailer mounted pump. Exterior Mechanical Equipment An exterior wall mounted condensing unit for the buildings HVAC system is proposed for the west wall of the building. A generator with sound attenuating enclosure is proposed to be housed under the canopy on the east side of the building. Viewshed analyses identify that these mechanical components will not be visible from the entrance corridor. Building Lighting Three (3) wall mounted full cutoff LED exterior fixtures are proposed for the north, south, and west side of the building. Six (6) ceiling mounted LED fixtures are proposed to be installed under the canopy. A photometric analysis of the proposed building exterior lighting can be found in the Enclosure D. Site Work General Description The proposed modifications to the site are shown in Enclosure D. In general, the site work consists of clearing and grubbing and the installation of storm water mitigation measures. Minor site grading is proposed to accommodate the construction of the building, the access drive, and storm water mitigation measures. The interior portion of the site is proposed to be cleared and grubbed and a existing vegetative buffer is proposed to remain. Future Ground Storage Tanks Two (2) future ground storage tanks were shown on the initial site plan submittal. These storage tanks are not intended to be constructed now, however a dashed line is shown to designate site space for this future construction. The future tanks are not included in the viewshed analysis. Storm Water Mitigation A bioretention basin is proposed for the east side of the site. This bioretention bond was sized based on applicable regulations from the Virginia Stormwater Management Program. A gravel access road is proposed to allow vehicle access to the bioretention basin. Screening A 20-foot wide strip of existing vegetation is proposed to remain around the perimeter of the site to provide a screening buffer. In areas where this buffer is disturbed by site construction activities, new plantings are proposed. New plantings are proposed to be Virginia Pine (Pinus Virginian), which is prevalent on the site. Access Driveway A new asphalt access drive will be constructed from Berkmar Drive. The access drive alignment is such that it can be modified to accommodate the anticipated extension of Berkmar Drive north to Airport Road. Chain Link Fence The entire site will be fenced in with a with black poly -coated chain -link fence. This fence is proposed to be constructed on the inside of the screening buffer. Viewshed Analysis The parcel is located within the Airport Road entrance corridor. A GIS viewshed analysis was performed on the site to assess building visibility from Airport Road. This viewshed analysis and photos of the existing site conditions, taken from Airport Road, are provided following this letter in Enclosure E. As shown in this enclosure, due to the topography of the site and the surrounding parcels, the ARPS structure is not visible from the Airport Road entrance corridor. June 4, 2021 Page 3 Concluding Remarks We trust that this letter describing the proposed site changes and the enclosed documents are sufficient to complete your review of our application. If you have any questions or require any additional information, please contact me at mjensen@sehinc.com or by phone at 651.490.2020 or Brad Weiss at bweiss@sehinc.com or by phone at 507.440.7485. Sincerely, SHORT ELLIOTT HENDRICKSON INC. Miles B. Jensen, P.E. Regional Practice Center Leader Enclosures: Enclosure A: ARB Application Enclosure B: ARB Final Review of a Site Development Plan Checklist Enclosure C: Initial Staff Report Enclosure D: ARB Review Drawings Set Enclosure E: Viewshed Analysis s:lpWn nkl530895-final-0sgnO&reg-appvlc unty pernnitstadhftt of proposetl changes(le8er).dom ENCLOSURE A: ARB APPLICATION Architectural Review Board Application eix;:l Part A: Applicant, Contact and Parcel Information Pro,iect Name: Airport Road Pump Station Tax map and parcel(s): 03200-00-00-041A2 Physical Street Address: Contact Person: Brad Weiss Business Name: SEH Address 3535 Vadnais Center Dr City St. Paul State MN Zip 55110 Daytime Phone O 507.440.7485 Fax # O 888.908.8166 E-mail bweiss@sehinc.com Owner of Record: Rivanna Water & Sewer Authority Address 695 Moores Creek Lane City Charlottesville State VA zip 22902 Daytime Phone O 434.977.2970 Fax # O 434.295.1146 E-mail msimpson@rivanna.org Part B: Review Type and Fee Select review type Review by the Architectural Review Board Conceptual Plan/Advisory Review (for a Special Use Permit or a No Fee Rezoning) Preliminary/butial Review of a Site Development Plan No Fee X Final Review of a Site Development Plan $1075.00 Amendment to an approved Certificate of Appropriateness $ 242.00 Building Permit Review $ 634.00 County -wide Certificate of Appropriateness Structures 750' or more from the EC, no taller than 5 stories No Fee Structures located behind a structure that fronts the EC No Fee Personal wireless service facilities No Fee Fencing. or Equipment or Lighting No Fee Additions to ARB-approved buildings No Fee Minor amendments to site or architectural plans No Fee Building permits where the change is 50% or less of the altered elevation No Fee NOTE: For SIGNS, use the combined APPLICATION AND CHEKLIST FOR SIGNS. FOR OFFICE USE ONLY BP# ARB# Fee Amount $ Date Paid By who? Receipt # Check # By County of Albemarle Dept of Community Development, 401 McIntire Rd, Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 10/2015 Page 1 of2 OVER—. Part C: Description of Proposal Describe your proposal. Attach a separate sheet if necessary. the previous List of Proposed Changes letter describing the project proposal. Part D: Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. • Only complete application packages will be scheduled for ARB review. The application package is not complete without the appropriate checklist, completed, signed, and included with the required submittal materials indicated on the checklist I hereby certify that I own the subject property or have the legal power to act on behalf of the owner in filing this application. *See submittal requirements below. I also certify that the information provided on this application and accompanying information is accurate, true, and correct to the best of my knowledge, and that the attached plans contain all information required by the appropriate checklist. J Signatur f owner, owner's representative or contract purchaser adley J. Weiss, PE Printed name, Title 6/4/2021 Date 507.440.7485 Daytime phone number of Signatory *Ownership Information: • If ownership of the property is in the name of any type of legal entity or organization including, but not limited to, the name of a corporation, partnership or association, or in the name of a trust, or in a fictitious name, a document acceptable to the County must be submitted certifying that the person signing above has the authority to do so. • If the applicant is a contract purchaser, a document acceptable to the County must be submitted containing the owner's written consent to the application. • If the applicant is the agent of the owner, a document acceptable to the County must be submitted that is evidence of the existence and scope of the agency. Attach the owner's written consent. 11/2010 Page 2 of 2 OVER ENCLOSURE B: ARB FINAL REVIEW OF A SITE DEVELOPMENT PLAN CHECKLIST Sq OP AL8 gala Architectural Review Board 1 Final Review of a Site Development Plan ,�01L1'� Submittal Requirements Checklist Part A: Aimlicant, Contact and Parcel Information Project Name: Airport Road Pump Station Tax map and parcel(,): 03200-00-00-041A2 Contact Person: Brad Weiss Business Name: Short Elliot Hendrickson, Inc. Address 3535 Vadnais Center Dr Physical street address: city St. Paul Daytime Phone (507) 440.7485 Fax # (_) Part B: Submittal Requirements State MN Zip 55110 E-mail bweiss@sehinc.com Important:Submittal packages must contain 8 collated copies of all information unless otherwise indicated. A. Written description of the proposal ® Provide a description of the proposal. Identify changes from the preliminary submittal. Indicate specifically how each ARB comment from the preliminary review has been addressed. If there are no changes proposed, then explain why. ® Explain how the proposal is compatible with the surrounding area and the Entrance Corridor. B. Site plan showing the following (drawn to the scale of f "=20', clearly legible and folded): ® Location(s) of proposed building(s) on the site. ® Location of proposed parking, travelways, walkways and other improvements. ® Mechanical equipment, trash containers, loading and service areas, other similar features and improvements, and associated screening. ® Existing and proposed topography drawn with contour intervals of 5-feet or less, and with sufficient off -site topography to describe prominent and pertinent off -site features and physical characteristics, but in no case less than 50-feet outside of the site. ® Location and size of existing and proposed utilities and easements. Identify type of utility and extent of easement. ® Stormwater management plan. ® Location of retaining walls indicating top and bottom elevations, maximum wall height, and proposed materials, with material and color samples. ® Sheet number, total number of sheets, date of the drawing, date and description of the latest revision, and contact information for the firm preparing the drawings in the title block on all drawings. For revised drawings, clearly identify revisions made. l OVER C. Landscape plan showing the following (drawn to the scale ofVWO' orlarger, cleadylegible and folded): ® Proposed landscaping that meets or exceeds the requirements outlined in the ARB guidelines. ® Existing landscaping to be removed. Include the location, size, and species. ® Landscape key including all landscape symbols and a description of what they represent. ® Location of existing and proposed tree lines and tree save areas. ® Location of existing natural features. ® Location of individual trees of 6-inch caliper or greater and all significant groups of trees indicated by botanical name and caliper. ® Location and height of above -ground utilities and associated easements, and location of below - ground utilities and associated easements. ® Stormwater facilities. ® Provide a signed, tree conservation checklist with all checklist items drawn on the landscape plans. ® Include tree protection fencing and limits of work on the landscape, grading and E&S plans. D. Lighting plan showing the following (drawn to the scale of f'=20' or larger, clearly legible and folded): ® Location of all proposed building and site lighting. ® Lighting schedule identifying all proposed light fixtures, poles and brackets. ® Manufacturer's cut sheets illustrating proposed lighting fixtures and information on illumination type, intensity, style, shielding, color, finish, and installation height. ® Photometric plan addressing all fixtures and indicating that lighting does meet the requirements of Section 4.17 of the Zoning Ordinance. ® Coordination of lighting with landscaping and other site elements. E. Appearance of the building(s) (architectural elevations, color perspective sketches, site sections): ® Dimensioned architectural elevations of the proposed building(s). Elevations must be drawn to the scale of 1/8"=1'-0". Include a building materials schedule and key on the elevation drawings. Submittal of elevations that are not visible from the Entrance Corridor may be required to clarify the overall building design. ® Site sections that clarify proposed changes in topography and illustrate the visibility of the proposed development from the Entrance Corridor. Site sections shall indicate the finish floor elevation(s) and roof height(s) relative to the natural elevations along the Entrance Corridor. ® One set of all building materials / colors. ® A floor plan adequate to show exterior walls, windows and doors. F. Additional material ® Provide labeled, color, 8-'/" x 11" photographs of the site as seen from both directions on the Entrance Corridor. ® Color perspective images (for example: sketches, renderings, photosimulations, etc.) that show the proposed development as seen from the Entrance Corridor are often useful for gaining a clear understanding of the proposal. The ARB may require such images in certain cases when other submitted documents do not answer all questions of building form, building details, materials, context, topography, and/or visibility. ® Any additional material that is necessary to address comments made by the ARB at the preliminary review with a memo itemizing how each of the preliminary comments have been addressed. ® The applicant is welcome to submit any additional material that will make the final site development review more productive. Drawings or other submittal items that clarify topography, visibility, utilities, landscaping, or other unique or unusual conditions are welcome. 2 OVER Part C: Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. • All information in this checklist is required, unless specifically waived by the ARB, prior to processing a final site development plan review by the ARB. Additional submittal materials may be required, depending on the proposal. • Only complete application packages will be scheduled for ARB review. The application package is not complete without this checklist, completed, signed, and included with the required submittal materials indicated on the checklist. In representing the above referenced firm submitting this application for review, I hereby state that the information provided in this application, and all accompanying information, is accurate, true and correct to the best of my knowledge, and that the attached plans contain all information required by this checklist. 6/4/2021 Signature of person completing checklist Date Bradley J. Weiss, PE Printed Name / Title 507.440.7485 Daytime phone number of Signatory County of Albemarle Department of Planning and Community Development 401 McIntire Road, Charlottesville, VA 22902-4596 (434) 296-5832 Tel www.albemarie.orq revised 10/24/2014 3 OVER ENCLOSURE C: INITIAL STAFF REPORT ARCHITECTURAL REVIEW BOARD STAFF REPORT Project #/Name ARB-2020-95: Airport Road Pump Station Initial Site Plan Review Type Initial Site Development Plan Parcel Identification 03200-00-00-04 1 A2 Location Approximately 524' south of Airport Road, Approximately 843' west of Rt. 29, at the terminus of Berkmar Drive Zoned Rural Areas (RA), Entrance Corridor (EC) Owner/Applicant Rivanna Water and Sewer Authority (RWSA) (Michelle Simpson) Magisterial District Rio Proposal To construct a potable water pump station and storage tanks for the RWSA along with associated site improvements on approximately 1.06 acres. Context The subject property is a single vacant parcel. The area is characterized by a mix of residential, industrial, and commercial development. Visibility Portions of the proposal (storage tanks) are anticipated to be visible from the Airport Road Entrance Corridor. Visibility is also anticipated from the Rt. 29 frontage; however, the parcel does not fall within the Rt. 29 EC overlay. ARB Meeting Date October 5, 2020 Staff Contact Khris Taggart PROJECT HISTORY The ARB has reviewed no previous proposals for this site. �� \ � 32 20F• sJ 32A 01- M1 �P 32-20D /�3.�-01-OB-3 0 ai 32-41 Al c ..4 3590 .e 3555 32-61D2:3220E '+ �P 3F]6A- 32 q0 32-39B 35401A �a 1752 32-41B .4. 311. 631 ♦♦ 16 - 32 _ j 626 'l1J54 3zz41M 35120 3b 52 1]56 32-41N 1}� - 3239.350°4 +�� @ ♦ 32-41A2 � � � 3 00 I, ]2 J)Bt 32A 02 e 4y 32 41G 390 �O 4341 e 1 32 4tH1 3466 3470 - 13296 „ r 32 ])B2 1i t 3)C� V-31F /, 3469, 3450 �J 3060 iii 16I2 3479 6EB q ). H,bC!wooO B" 34206 /.Y 3455 32-41J 16B4-J Fig. 1: Google Image (left) showing project area relative to the Entrance Corridors and County GIS map (right) highlighting subject property. ANALYSIS Gray highlight = means the guideline can't be reviewed at initial site plan stage, but recommendations can be provided for final Yellow highlight = means the guideline can only be reviewed for location/configuration at the initial plan stage Regular text = means the guideline can be reviewed at initial plan stage, can be made a condition of initial plan approval, and can be the basis for denial REF GUIDELINE ISSUE RECOMMENDATION GENERAL GUIDELINES Purpose 1 The goal of the regulation of the design of development within the Architectural designs have not been Provide architectural designs of the designated Entrance Corridors is to ensure that new development provided for review at this time. This pump station and ground storage within the corridors reflects the traditional architecture of the area. guideline can be reviewed when they are tanks, including a color sample, Therefore, it is the purpose of ARB review and of these Guidelines, submitted. with the neat submittal. that proposed development within the designated Entrance Corridors reflect elements of design characteristic of the significant historical landmarks, buildings, and structures of the Charlottesville and Albemarle area, and to promote orderly and attractive development within these corridors. Applicants should note that z replication of historic structures is neither required nor desired. 2 Visitors to the significant historical sites in the Charlottesville and Conformity with this guideline can be Albemarle area experience these sites as ensembles of buildings, fully assessed when architectural designs land, and vegetation. In order to accomplish the integration of are submitted for review. Site layout and buildings, land, and vegetation characteristic of these sites, the landscaping are addressed below. Guidelines require attention to four primary factors: compatibility with significant historic sites in the area; the character of the Entrance Corridor; site development and layout; and landscaping. 3-5, 9- Compatibility with significant historic sites, compatibility with Architectural designs were not provided 16 character of the Entrance Corridor, structure design with the initial plan. This guideline can be reviewed when they are submitted. Accessory structures and equipment 17 Accessory structures and equipment should be integrated into the The proposal shows a ground -mounted Clarify the notes about anticipated overall plan of development and shall, to the extent possible, be generator directly east of the proposed future ground storage tanks on the compatible with the building designs used on the site. pump station. The generator is not plans. expected to be visible from either Airport due t2landscape or Rt.ffer Provide design drawings of the 18 The following should be located to eliminate visibility from the Entrance Corridor street. If, after appropriate siting, these features will buffer of exxi at are to remain. busting trr eea s that ground storage tanks, including a still have a negative visual impact on the Entrance Corridor street, color sample, with the next screening should be provided to eliminate visibility. a. Loading areas, The plans note two "anticipated future submittal. b. Service areas, c. Refuse areas, d. Storage areas, e. Mechanical ground storage tanks" east of the equipment, f. Above -ground utilities, and g. Chain link fence, proposed pump station building. It is barbed wire, razor wire, and similar security fencing devices. unclear whether there may or may not be tanks, or whether they may be located 19 Screening devices should be compatible with the design of the buildings and surrounding natural vegetation and may consist of. a. elsewhere on site. Designs of the storage Walls, b. Plantings, and c. Fencing. tanks were not provided with the initial plan. The appropriateness of the appearance of the storage tanks can be reviewed when the designs are submitted. Tank height and color will be important factors. Chain link fencing is shown on the site plan along the interior perimeter of the wooded landscape buffer. While the use of chain link fencing is typically not appropriate for the EC it is not anticipated to be visible due to its location inside the wooded buffer. 21 The following note should be added to the site plan and the The note appears on sheet 9 of the site Include the standard mechanical architectural plan: "Visibility of all mechanical equipment from the plan. No architectural designs were equipment note on the architectural Entrance Corridor shall be eliminated." provided with the initial plan. plans when submitted. 22-31 Lighfing No lighting is included in the initial plan. Provide a complete lighting plan with all relevant details with the next submittal. Landscaping 32 Landscaping along the frontage of Entrance Corridor streets should The parcel does not share a frontage with None. include the following: the Rt. 29 Entrance Corridor, so no a. Large shade trees should be planted parallel to the Entrance frontage trees are required. Corridor Street. Such trees should be at least 3% inches caliper (measured 6 inches above the ground) and should be of a plant species common to the area. Such trees should be located at least every 35 feet on center. b. Flowering ornamental trees of a species common to the area should be interspersed among the trees required by the preceding paragraph. The ornamental trees need not alternate one for one with the large shade trees. They may be planted among the large shade trees in a less regular spacing pattern. c. In situations where appropriate, a three or four board fence or low stone wall, typical of the area, should align the frontage of the Entrance Corridor street. d. An area of sufficient width to accommodate the foregoing plantings and fencing should be reserved parallel to the Entrance Corridor street, and exclusive of road right-of-way and utility easements. 33 Landscaping along interior roads: No interior roads are present or None. a. Large trees should be planted parallel to all interior roads. Such proposed. A travelway extends trees should be at least 2%, inches caliper (measured six inches northward from Berkmar Drive then above the ground) and should be of a plant species common to the eastward to provide access to the site. area. Such trees should be located at least every 40 feet on center. Wooded area to remain, supplemented with some evergreen trees, is adjacent to the southern side of the travelwa . 34 Landscaping along interior pedestrian ways: No pedestrian paths are proposed interior None. a. Medium trees should be planted parallel to all interior pedestrian to the site. ways. Such trees should be at least 2%a inches caliper (measured six inches above the ground) and should be of a species common to the area. Such trees should be located at least every 25 feet on center. 35 Landscaping of parking areas: Only 4 parking spaces are proposed, so None. a. Large trees should align the perimeter of parking areas, located no interior parking area trees are 40 feet on center. Trees should be planted in the interior of parking required. The 20' landscape buffer that is areas at the rate of one tree for every 10 parking spaces provided proposed at the perimeter of the site and and should be evenly distributed throughout the interior of the in close proximity to the parking spaces, parking area. satisfies the perimeter parking b. Trees required by the preceding paragraph should measure 2%, requirement. inches caliper (measured six inches above the ground); should be evenly spaced; and should be of a species common to the area. Such trees should be planted in planters or medians sufficiently large to maintain the health of the tree and shall be protected by curbing. c. Shrubs should be provided as necessary to minimize the parking area's impact on Entrance Corridor streets. Shrubs should measure 24 inches in height. 7 The requirements of the Guidelines regarding landscaping are This parcel has no frontage along the EC Revise the landscape plan to intended to reflect the landscaping characteristic of many of the street. include a plant schedule that area's significant historic sites which is characterized by large includes the botanical names for the shade trees and lawns. Landscaping should promote visual order There is no new landscaping proposed, trees proposed. within the Entrance Corridor and help to integrate buildings into the but the wooded area to remain is only existing environment of the corridor. approximately 10' away on the north and part of the west site of the building. This Indicate if Red Pines trees are present in the existing wooded area. 8 Continuity within the Entrance Corridor should be obtained by planting different types of plant materials that share similar buffer will help to integrate the building If not, replace some of the Red characteristics. Such common elements allow for more flexibility in and site into the existing environment. Pines trees with a species that is the design of structures because common landscape features will present in the landscape. help to harmonize the appearance of development as seen from the Red Pine trees are shown along the street upon which the Corridor is centered. northwest and southwest comers, and the 36 Landscaping of buildings and other structures: southern perimeter of the site. However, a. Trees or other vegetation should be planted along the front of a plant schedule that includes botanical long buildings as necessary to soften the appearance of exterior names has not been provided. walls. The spacing, size, and type of such trees or vegetation should be determined by the length, height, and blankness of such walls. Red Pines trees would be most b. Shrubs should be used to integrate the site, buildings, and other appropriate if they are already present in structures; dumpsters, accessory buildings and structures; "drive the existing wooded area. thru" windows; service areas; and signs. Shrubs should measure at least 24 inches in height. 37 Plant species: a. Plant species required should be as approved by the Staff based upon but not limited to the Generic Landscape Plan Recommended Species List and Native Plants for Virginia Landscapes (Appendix D. 38 Plant health: The note is present on the landscape None. The following note should be added to the landscape plan: "All siti plan. plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant." Site Development and layout 6 Site development should be sensitive to the existing natural A 20' buffer of existing trees to remain is None. landscape and should contribute to the creation of an organized shown along the perimeter of the site. development plan. This may be accomplished, to the extent practical, by preserving the trees and rolling terrain typical of the area; planting new trees along streets and pedestrian ways and choosing species that reflect native forest elements; insuring that any grading will blend into the surrounding topography thereby creating a continuous landscape; preserving, to the extent practical, existing significant river and stream valleys which may be located on the site and integrating these features into the design of surrounding development, and limiting the building mass and height to a scale that does not overpower the natural settings of the site, or the Entrance Corridor. 39 The relationship of buildings and other structures to the Entrance The site is accessed from Berkmar Drive, Provide site sections that show the Corridor street and to other development within the corridor should which has a sidewalk. The travelway and view of the site and storage tanks be as follows: parking area has an organized pattern. from the Airport Rd. frontage. a. An organized pattern of roads, service lanes, bike paths, and pedestrian walks should guide the layout of the site. The cover sheet identifies the pump b. In general, buildings fronting the Entrance Corridor street should station building height as 18' and the be parallel to the street. Building groupings should be arranged to plans show the building situated parallel parallel the Entrance Corridor street. to the Rt. 29 EC. Given the distance from c. Provisions should be made for connections to adjacent pedestrian the corridor and the surrounding wooded and vehicular circulation systems. buffer to remain, a building of that height d. Open spaces should be tied into surrounding areas to provide will likely have minimal visibility. continuity within the Entrance Corridor. Future storage tanks would further e. If significant natural features exist on the site (including creek reduce the visibility of the building, but valleys, steep slopes, significant trees or rock outcroppings), to the the storage tanks themselves could extent practical, then such natural features should be reflected in the potentially be visible. site layout. If the provisions of Section 32.5.2.n of the Albemarle County Zoning Ordinance apply, then improvements required by The plans show a proposed buffer that is that section should be located so as to maximize the use of existing comprised of existing trees to remain. features in screening such improvements from Entrance Corridor streets. Storage tank designs were not provided f The placement of structures on the site should respect existing with the initial plan, so visibility and views and vistas on and around the site. views cannot be assessed at this time. Site sections would help to clarify visibility. Site Grading 40 Site grading should maintain the basic relationship of the site to The existing grading is not being None. surrounding conditions by limiting the use of retaining walls and by significantly altered. shaping the terrain through the use of smooth, rounded landforms that blend with the existing terrain. Steep cut or fill sections are generally unacceptable. Proposed contours on the grading plan shall be rounded with a ten -foot minimum radius where they meet the adjacent condition. Final grading should achieve a natural, rather than engineered, appearance. Retaining walls 6 feet in height and taller, when necessary, shall be terraced and planted to blend with the landscape. 41 No grading, trenching, or tunneling should occur within the drip line There are existing trees that are to be Show tree protection fencing on, of any trees or other existing features designated for preservation in preserved as a landscape buffer. Chain and coordinated throughout, the the final Certificate of Appropriateness. Adequate tree protection link fencing is shown on the plans, which grading, landscaping, and erosion fencing should be shown on, and coordinated throughout, the grading, can act as tree protection fencing, but and sediment control plans. landscaping and erosion and sediment control plans. will need to be labeled as such on the 42 Areas designated for preservation in the final Certificate of plans. Appropriateness should be clearly delineated and protected on the site prior to any grading activity on the site. This protection should See comments on the appropriateness of remain in place until completion of the development of the site. the fencing proposed in Guideline # 19. 43 Preservation areas should be protected from storage or movement of heavy equipment within this area. 20 Surface runoff structures and detention ponds should be designed to A bioretention pond is shown east of the None. fit into the natural topography to avoid the need for screening. When pump station building near the eastern visible from the Entrance Corridor street, these features must be fully perimeter of the site. The stormwater integrated into the landscape. They should not have the appearance of feature is not expected to be visible from engineered features. either the Airport Rd. or Rt. 29 frontages. 44 Natural drainage patterns (or to the extent required, new drainage patterns) should be incorporated into the finished site to the extent possible. SUMMARY OF RECOMMENDATIONS Staff recommends the following as the primary points of discussion: 1. Visibility of the storage tanks. 2. Potential design issues with the pump station and storage tanks. Staff recommends that the ARB forward the following recommendations to the Agent for the Site Review Committee: • Regarding requirements to satisfy the design guidelines as per § 18-30.6.4c(2), (3) and (5) and recommended conditions of initial plan approval: o Prior to Initial Plan approval the following items shall be resolved to the satisfaction of the ARB: • None. • Regarding recommendations on the plan as it relates to the guidelines: • None. • Regarding conditions to be satisfied prior to issuance of a grading permit: • Show tree protection fencing on, and coordinated throughout, the grading, landscaping, and erosion and sediment control plans. • Regarding the final site plan submittal: A Certificate of Appropriateness is required prior to final site plan approval. The following items and all items on the ARB Final Site Plan Checklist must be addressed: 1. Provide architectural designs of the pump station and ground storage tanks, including a color sample, with the next submittal. 2. Clarify the notes about anticipated fixture ground storage tanks on the plans. 3. Include the standard mechanical equipment note on the architectural plans when submitted. 4. Provide a complete lighting plan with all relevant details with the neat submittal. 5. Revise the landscape plan to include a plant schedule that includes the botanical names for the trees proposed. 6. Indicate if Red Pines trees are present in the existing wooded area. If not, replace some of the Red Pines trees with a species that is present in the landscape. 7. Provide site sections that show the view of the site and storage tanks from the Airport Rd. frontage. 8. Show tree protection fencing on, and coordinated throughout, the grading, landscaping, and erosion and sediment control plans. TABLE A This report is based on the following submittal items: Sheet # Drawing Name Drawing Date/Revision Date 1 Cover 8/2020 2 Notes and Details — 1 8/2020 3 Notes and Details — 2 8/2020 q Notes and Details — 3 8/2020 5 Existing Conditions and Demolition Plan 8/2020 6 Erosion Control 8/2020 7 Grading Plan 8/2020 8 Utility Plan 8/2020 9 Landscaping Plan 8/2020 10 ATTACHMENTS Airport Road Pump Station Initial Site Plan (below) RIVA SITE DATA OWNER: RIVANNA WATER AND SEWER AUTHORITY PROPERTY SIZE: 1.60 ACRES PROPERTY ADDRESS: N/A PROPERTY INFO: TAX MAP 32-041A2 DB 4912 PG 328 PARCEL ID 03200-00-00-041A2 ZONING: RURAL AREAS COUNTY: ALBEMARLE STATE: VIRGINIA MAGISTERIAL DISTRICT: RIO DISTRICT OVERLAY DISTRICTS: ENTRANCE CORRIDOR - AIRPORT IMPACT DISTRICT WATER SHED: POWELL CREEK ENGINEER: SHORT ELLIOTT HENDRICKSON INC. 3535 VADNAIS CENTER DRIVE ST PAUL, MN 55110 SURVEYOR: SHORT ELLIOTT HENDRICKSON INC. 3535 VADNAIS CENTER DRIVE ST PAUL, MN 55110 DATUM: HORIZ: NAD-83 VERT: NAD-88 MINIMUM SETBACK REQUIREMENTS: 75' FRONT SETBACK 25SIDE SETBACK 35REAR SETBACK HEIGHT OF PROPOSED STRUCTURES: PROPOSED PUMP STATION: 18' PROPOSED FOOTPRINTS: PROPOSED FOOTPRINT: 1,450 SF (0.033 AC) TOTAL SITE FOOTPRINT: 69,714 SF (1.60 AC) OVERALL PROJECT LIMITS OF DISTURBANCE: 1.10 AC PAVED PARKING\VEHICULAR CIRCULATION: 6,150 SF (0.14 AC) PROPOSED PARKING SPACES: 4 EXISTING TREE CANOPY: 1.54 AC (96 %) EXISTING TREE TYPE: MIX OF DECIDUOUS & EVERGREEN PROPOSED TREE CANOPY: 0.51 ac (32%) EXISTING TOPOGRAPHY PER SEH SURVEY DONE NOVEMBER 2019 WER UU4:w;4k U40 I I jKlialrem COUNTY, 00 \� �co7 0 ` C h arIc /0r tte s vii Ic -Albe male Q a Airport n Ay V 9,, � a 4 <<y' ~� PROJECT LOCATION V o. (END OF BERKMAR DR) Ccs�'�y Rivanna Ab Horh O Memo70i �' Qa G 'r Hol lymead Sheet List Table Sheet Number Sheet Title 1 COVER 2 NOTES & DETAILS - 1 3 NOTES & DETAILS - 2 4 NOTES & DETAILS - 3 5 EXISTING CONDITIONS AND DEMOLITION PLAN 6 EROSION CONTROL 7 GRADING PLAN 8 UTILITY PLAN 9 LANDSCAPE PLAN z Iy O Q U Z Z 0 L LU LL- 0 z IN Q O o' z_ i.-Q LU 1- CD L > C� �w�Z Q3: Q Oz CL °6 v> Z 1 Q >- '— >- U I w Q Q a O C'4 Z a J w a o m Z ca O m W >Z L LL >Q �Z l� �yJ n W > W h > w N w O SHEET 1/9 EXISTING U d - - - RIGHT OF WAY PERMANENT EASEMENT PROPERTY LINE Qxx HORIZONTAL CONTROL POINT BENCHMARK • SURVEY MARKER SOIL BORING SANITARY SEWER AND MANHOLE FORCE MAIN AND LIFT STATION SANITARY SEWER SERVICE & CLEANOUT WATER MAIN, HYDRANT, VALVE AND MANHOLE — — — — — WATER SERVICE AND CURB STOP BOX STORM SEWER, MANHOLE AND CATCH BASIN .................. _ CULVERT AND APRON ENDWALL G G GAS MAIN, VALVE, VENT AND METER �HH HANDHOLE BURIED FIBER OPTIC CABLE AND MANHOLE T-BUR �—O' BURIED PHONE CABLE, PEDESTAL AND MANHOLE TV -BUR TV T`. ,ar BURIED TV CABLE, PEDESTAL AND MANHOLE E E.^..— BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE, TRANSFORMER AND METER OVERHEAD WIRE, POLE AND GUY WIRE LIGHT POLE ® TRAFFIC SIGNAL STREET NAME SIGN 9 SIGN (NON STREET NAME) "HHHHHHHHHH!'''' RAILROAD TRACKS 6„ Q „ DECIDUOUS AND CONIFEROUS TREE xx• BUSH / SHRUB AND STUMP EDGE OF WOODED AREA WET WETLAND BUILDING X FENCE (UNIDENTIFIED) BARBED WIRE FENCE XC CHAIN LINK FENCE XE ELECTRIC WIRE FENCE XWD WOOD FENCE xyyyy WOVEN WIRE FENCE m m PLATE BEAM GUARDRAIL ^ CABLE GUARDRAIL op POST/BOLLARD RETAINING WALL PROPOSED 6+00 -�- STREET CENTERLINE - RIGHT-OF-WAY PERMANENT EASEMENT TEMPORARY EASEMENT ----------------- CONSTRUCTION LIMITS s SANITARY SEWER, BULKHEAD AND MANHOLE FM FORCE MAIN NCO SANITARY SERVICE AND CLEANOUT WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE Ow4 I -A Fri WATER VALVE MANHOLE, REDUCER, BEND AND CROSS j` WATER SERVICE AND CURB STOP BOX • 6T STORM SEWER, MANHOLE AND CATCH BASIN CULVERT AND APRON ENDWALL ---<-----<-----<--- DRAIN TILE — < < <— DITCH / SWALE RIPRAP STREET NAME SIGN _L SIGN (NON STREET NAME) RETAINING WALL MISCELLANEOUS PROPOSED XWW WOVEN WIRE FENCE XWD WOOD FENCE XE ELECTRIC FENCE XC CHAIN LINK FENCE BARBED WIRE FENCE X FENCE GUARDRAIL TV -DUCT TV DUCT TV CONDUIT — TV -OH — TV -OH OVERHEAD TV T-DUCT PHONE DUCT PHONE CONDUIT — T-OH — T-OH PHONE OVERHEAD OIL OIL PIPELINE G NATURAL GAS MAIN FO-DUCT FIBER OPTIC DUCT FO FIBER OPTIC CONDUIT STEAM FILTER FABRIC COMPACTED SUB -GRADE TYPICAL PARKING LOT SECTION NTS ASPHALT SURFACE COURSE 1PERPAVE 8M 9.5A. CK COAT i' ASPHALT BASE COURSE JPERPAVE BM 25.0. 8"AGGREGATE BASE COURSE N Z u Z� Z O O Lu O IL Z Z Q O o' z Q F— � iD c5n j CL ` oLL,=O Q OZQ� CL C w v> Z Q 1 '- Z U w co � Q Q Q 0 � Z < O < S c i5 m z m o Z m o m m J w Z Z c i << W n > W N > w n W SO O w O J H w 0 J 05 �U) �w w F— =0 Z SHEET 2/9 'IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH CLASS "B" CONCRETE C7 O O N O N a N co a) Line Post* (INTERMEDIATE) y 12" DIA 16" DIA f Brace Post Chain Link Fence No Scale SWING GATE FENCE DETAIL NOT TO SCALE Terminal Post (END. CORNER OR PULL) I -.E BAR. CONNECT 'OSTS WITH BRACE D W/CUP. RUSS ROD PULL, END OR CORNER & ADJACENT LINE POST NOT TO SCALE 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. 2. IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS & BACKFILL TO GRADE WITH CLASS "B" CONCRETE. 3. ARCHITECTURAL GRADE FENCING PER SPECIFICATIONS. 4. TOP RAIL SHALL BE INSTALLED ON ALL FENCING & GATES. 5. CONTRACTOR MUST VERIFY FENCE OPENING SIZE BEFORE ORDERING GATES. 6. A CONCRETE ANCHORAGE SHALL BE USED FOR ALL TERMINAL POSTS AND FOR LINE POSTS. 7. THE TOP OF THE CONCRETE ANCHORAGE SHALL BE CROWNED 1 IN. ABOVE THE NATURAL GROUND. 8. BLACK POLY -COATED FENCING. SEE SPECIFICATIONS. N Z � o Qu ZF- cn Z w H 0 Z Z O[):� _Q Z w Q Q Q:f V) �°6F� o Q��U � 0< IL zQ Z > E =O Z LLJ J D' Q :H w 0o m J Q Q w 0 N �a _ z a � a s > of a _ m 0 rn S O ZZ m 0 m J ofZ Z L �aWt�3 n of H 0 0 SHEET 3/9 O H w � ROCK CHECK DAM TYPICAL ORIENTATION OF TYPICAL TREATMENT - 1 w R u P E TEMPORARY DIVERSION DIKE z z = i TREA TMENT - 1 (,SOIL STABILIZATION BLANKET) " O - w L Q x ::1 2 ACRES OR LESS OF DRAINAGE AREA: (SOIL STABILIZATION BLANKET INSTALLATION CRITERIA y a LL c a Compacted Soil / sruuLow g• SLOPE ANf7�OR SLOT 14 �00 5 18" min. TAPL9 kA ON gHAIIOW SLOPES. STRIPS OF PER R1100 S0. 1D1 . OF MAT RNLOROLL. UIRED—Flow FILTER CLOTH °` NETTING PROTECTNE COVERINGS ANCHOR SLOTS. JUNCTION SLOTS k , MAY BE APPLIED ACROSS CHECK SLOTS TO BE BURIED C TO 17. 11 (OPTIONAL) THE sLOPE• -- — ,� 12' MAX. 4:1 OR FLATTER Z (DOWNSTREAM VIEW) 40 W MAX. STEEPER THAN 4.1 —I 4.5' min. O JUNcnoN sloT EDa 7�D SNUOLYABUMTTED N, I I I I I I I I `/1 U VDOT #1 BERM CHECK SLOT' COARSE AGGREGATE VTFERE THERE IS A BERM AT THE TOP OF THE SLOPE. (JUTE MESH WILL WIVE 1 BRING THE MATERIAL OVER THE BERM AND ANCHOR Ir TERMINAL FOLD STAPLED LAP JOINT IN I z_ N BEHIND THE BERM. UP JOINT 7 MNLIEU OF EDGE JOINT) . O FLOW �! 3 TAMP FlRMLV (JUTE MESH ONLY) N I 0 SLOT 1 $Tp ANCHOR 5' MAX. 4:1 OR FLATTER I J SLOPE J' MAX. STEEPER THAN 4:1 I I I O r I W LL. ON � SLOPES. APPLY Is TO 17 1 I O 2-10 ACRES OF DRAINAGE AREA: PROTECTW COvERWG PARALLEL TO THE DIRECTION OF FLOW I I , , I Z N I AND ANCHOR SECURELY. �CEECK SLOT 1 1 I TAMP CHECK SLOT 1' TO i i t I 1 1 I Z Q FIRMLY O ''ZLu I^P 3. VAR. VAR. Q V FILTER CLOTH �• Ir Tp ,y TO e' MIN. PLAN VIEW � >>Q (OPTIONAL) 9RING MATERAL DOWN TO A LEVEL AREA BEFORE N > ( TERMINATING THE INSTALLATION. TURN THE END STAPLING DIAGRAM CL UNDER + AND STAPLE AT 12' INTERVALS. °6 >- >- (DOWNSTREAM VIEW)."_ 1r STAPLE FORMED FROM N0.11 STEEL WIRE. CHECK SLOTS AT MIN. E Z 50' C—C INTERVALS; LU a• STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REO'D WITH ALL EL> O VDOT #1 G STAPLE MIN. LENGTH FOR OTHER SOIL-COMEIINAT-bN'BLANKETS Q W = O COARSE AGGREGATE DITCH FLOW Q N U JUNCTION SLOT TAMP �— TERMINAL FOLD O Q Q W IN DITCHES. APPLY PROTECTME CMRINIG 2. FIRMLY T TO 1Y + I FLOW c� UPARALLECK SLOTS AS REQUIRED. AVOID NTO THE OIREC710M OF FILDW. TAMP FE2MLY2' Z t 9 JOINONG MATERIAL IN THE CENTER OF 4' `— If <¢ THE DITCH IF AT ALL POSSIBLE. O ; L W — W T MEEMBEEMm � 1um� Q Q CLASS I RIPRAP n CONSTRUCTION of A SILT FENCE ,S' T ONE CONSTRUCTION ENTRANCE (WITHOUT WIRE S UPPOR T) M 0 1, SET THE STAKES- 2. EXCAVATE A 4"X 4" TRENCH z 70' MIN. E%[STING UPSLOPE ALONG THE LINE OF (Y PA VEIgNT STAKES. �U tr 5;1 b'MAX. ° 0 v FILTER CLOTH 6' MIN, p �TTANBALE BERM SIDE ELEVATIONS ° EXISTING GROUND m r J = 70' MIN. FLOOF 3: � I 9 B WASHRACK toMIN. COPTIONALI C 4 H w m ? 3, STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT c l2' KIN• 1�—N EXISTING TO STAKES AND EXTEND THE EXCAVATED SOIL. j a C L6 PAVEMENT IT INTO THE TRENCH. d N y OD U O D m Z VDGT 01 r� POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B I TO SEDIMENT ' z co TRAPPING DEVICE — — — r w w Z m f] m (Y MUST INGRESS D FULL WIDTH /�` IIII ^ I{{ ¢ w CD < o OOF PERATION AND EGRESS �� N� N o CIE y a PLAN VIEW r ¢ 1r AIM. FLOW IIII s MIN. III III NDN r MIN. SHEET FLOW INSTALLATION 9 N (PERSPECTIVE VIEW) 00 s FILTER cLlrrH SECTION A —A I I M > awt J 6'-7 A rI..I I IrLO r I W N / 0 I— O / IIII N '0 C)�Z N REINFORCED CONCRETE DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B, co SECTION B—B DRAINAGEWAY INSTALLATION SHEET > (FRONT ELEVATION) co 4/9 SITE DATA EXISTING/PROPOSED ZONING: RURAL AREAS DISTRICT MAGISTERIAL: RIO DISTRICT EXISTING/PROPOSED USE: PUBLIC WATER FACILITY WATERSHED: POWELL CREEK OVERLAY DISTRICTS: ENTRANCE CORRIDOR -AIRPORT IMPACT DISTRICT BUILDING SQUARE FOOTAGE: PROPOSED WATER PUMP STATION - 1150SF SETBACKS: 250' MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD 150' MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD OR PRIVATE ROAD 75FRONT SETBACK 25' SIDE SETBACK 35' REAR SETBACK FRONT SETBACK NOTE: FRONT SETBACK SHOWN IS 75' FROM EXISTING PROPERTY LINE RUNNING ROUGHLY PARALLEL TO EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED BUILDING IS ALSO SET BACK AT LEAST 75' FROM THE ANTICIPATED VDOT RIGHT-OF-WAY FOR BERKMAR DR. 1 \ 1 1 I I I I I i132-41A3 ! I I I I I I I I I I \ 1 I 1 \ \ \ \ \ DAVID P. TURNER & THE I I I I I I I I 1 \ 1\ I \ \ \ \ \ \ MARKET PLACE OF VIRGINIA LC I I I I I I I 1 I 1 11 \\ I \\ \\ \\ \\ \\ \ (D.B. 4151, PG. 310) I I I I I I ZONING: RURAL AREAS I I I I I \� /// I — j I I 1 11 1 \I 1 I \ \ t j j I I I I I I I 1► 20 0 20 40 scale 10 bot �2 N to o 0 0 Lo 32-41A1 \ 1 I I I I I I I I I I I I / I LEASE AREA / J CROWN COMMUNICATION INC 1 i / (D.B. 4151, PG. 310) DEMOLISH ZONING: RURAL AREAS I I \ I 1 \ 1 \ I CONTROL POINT I 1NAIL EL = 60 53 ( I I I I I I I I I I I I I I / ANTICIPATED VDOT GRADING EASEMENT (TYP) 32-41H1 I III ► I I I I J 1 1 1 1 / / / / / // /" 1 ! I 1 J l / 11 I 1 I I I I II I I,\ 1 / ! I I I I I I STORAGE MANAGEMENT I LLC I I I I I I I I I I I' I ANTICIPATED VDOT / / / / / I 1 1 I I I 1 / l J 1 r I I I I \ I (D.B. 1921, PG. 423) I \1 I / / i I ZONING: HIGHWAY COMMERCIAL I RIGHT-OF-WAY / / �� l 1 I r I 1 1 / 1 / I l I I I I I I I \ 1 I EXISTING •III �II1111111111111 /// / / 1 / l I 1 \ I l l l r/ l I I I J I I I I 111 � 1 1 1 1� 1 I IIIIIIIIIIII I / / / / CELL TOWER III'58Ln ►II Ij 1I Il 1IIIj �II1I�II1II�III1I coII1 0I1I oI1NAIL J /r I l I \ \\ cc co:,) 1sI 'o �I I oII I I I III I II CONTROL POINI T wNAILCONTROL POINTN N p 0 1 EL=599.30 �co! 32 41A2 I EL=625.58 RIVANNA co III II II III WATER AND SEWER I AUTHORITY (D.B. 4912, PG. 328) / J II 1 I ! I I I I I I 1 I ZONING: RURAL AREAS / / I 1 1 I I / NAIL TROL POINT EL = 605.11 I I I I I I CONTROL POINT NAIL — I 1 // // 11 1 I l I I I I I I I I I I I I 1 1 I I 1 1 1 I \ CONTROL POINT ! l I J I I I I I I I I I I III IIII 1 1 II I I I I I I I I I 1 I \ EL = 626.20 NAIL I I I I I I I 1 / EL=613.14 / / / / I // I 1 I 1 1 I I I I I jljlllllll11111111 II I \ 1 1 1 I I/ I I I j o 1 I I I 1 !rl / I 1 1 1 1 1► I l l l j I I \\ \\ I , /l /l j l // / l I l I I // I I I too, I 1 I 1 I o ! 1 ! I 1 I J I CLEAR & GRUBING LIMITS (T/Y) I ll EXISTING WOODED AREA APPROX. , 32-41D2 I I MIX OF DECIDUOUS & MICROAIRE HOLDING \� / 1 / / / / / / / / / I / / / / / / / 1 / / / / EVERGREEN TREES / 1 COMPANY LLC (D.B. 5240, PG. 170) --ZONING: LIGHT INDUSTRY / If lif \ \ / 100, CONTROL POINT \ \ \ \ \ \ \ \ I , / \ I I,1111 IN 1 I I I l / / / / i / / / / _ _ \ \ I / / \ \ I / / ,591 �� HYDRANT TOP NUT N� N ���� EL=616.83 \ // \\\ \ \ y N cD1 I / / \ \ I I I 1 1 1 \ \ 1 I / I 1 1 I 1 / // / // / / \\� I I 1 \ \ 1 / /N0 _ N I I 1 CONTROL POINT / I I \ I I / / / / o> h \\\\\ l l / h NAIL //� \ \ s v \\6 \ I I i l 1rn� at t0� 6 Q o w p 6 od�m ,, I I I 1 l \ I EL=621.31 d ro0o *�N C I I I \ I '\ `°PcP(o �� o 0 0 0 0 rn o ADDITIONAL GRUBBING REQUIRED l l / l /-_-� / \ 1 / I I I i ° (D IIIII \ --- / / / / / FOR GRADING / / / / , ADDITIONAL GRUBBING REQUIRED I III III \ \ \ 0 / REFOLIATE PER LANDSCAPE PLAN / � / / / FOR GRADING 1\ \ \\\\ \1 32-41 R REFOLIATE EFOLIATE PIER LANDSCAPE �PLAN I R POST OFFICE LAND TRUST; POST OFFICE LAND TRUST; CHARLES WM HURT & SHIRLEY / / lFISHER TRUSTEES CHARLES WM HURT & SHI RLEY FISHER TRUSTEES (D.B. 1661, PG. 116) - ��� �� ��i ��//// �� / / / / / 1 / / D.B. 1661, PG. 116 m I III 1 \ \ \ \ // ZONING: PLANNED DEVELOPMENT---- jai �/ / / 1 I / / ( ) / I l l I 1 1 / / i// / // I 1 I ZONING: PLANNED DEVELOPMENT / 1 MIXED COMMERCIAL - -- ' '� �' ' '�'�' // / / / I I MIXED COMMERCIAL � � � /ice � i � _ 1 Z l L_ 0 Q u ZIr r— Z O O w O Z Q O o' z Q F- � CD c5n j CL ` oL=O Q Oz OQ D_ C w v> z 1 af '— Z U I w Q Q Z 0 a wz �O N i W 04 o _ h N a w g n m o m �m om W >Z L LL Q ��Z1n� W V h w > r w h w w 0 z a U) z OZ og za OZ 00 W0 =ZJ I- O w U) w w0 SHEET 5/9 0" CONSTRUCTION SEQUENCE: 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE. 2. CLEAR & GRUB TREES. 3. INSTALL SILT FENCING PRIOR TO GRADING ACTIVITIES. 1 \ \ \ I \ \ \ \ 1 I I I I I I l 4. CONSTRUCT BASIN. 5 ROBUGH G GRADE DRIVE AREA TO SUB -GRADE. AND GRADE BUILDING PAD AREA TO 6. CONSTRUCT PUMP STATION. 7. ROUGH GRADE REMAINDER OF SITE. I 1 \ I I 1 \ \ \ \ \ \ \ \ I I I I I I I I I I I I I 8. INSTALL CHAIN LINK FENCE. 9. INSTALL PROPOSED UTILITIES. 10. INSTALL REQUIRED LANDSCAPING. NOTE: BUILDING CONSTRUCTION, ROUGH GRADING, UTILITY INSTALLATION, CHAIN LINK FENCE INSTALLATION AND LANDSCAPING MAY OCCUR CONCURRENTLY. 11. GRADE SITE TO FINAL ELEVATION AND RESTORE. FINAL GRADING AND / /' // // ( /_ —' J 3 , I I I 1 I 1 I 1 1 \I \ I I I I I I I ► 20 0 20 40 RESTORATION MAY BE COMPLETED CONCURRENTLY WITH ROUGH GRADING ACTIVITES. scale io teat 12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES PER VDOT N _ o SPECIFICATIONS. ALL DAMAGE TO SITE CAUSED BY SAID REMOVALS SHALL BE / / / , — _ / I O c ° 00 �_ _� I I I I I I I I I REPAIRED IN -KIND AND AT CONTRACTOR'S EXPENSE. // // // / I I I I I `Q `Q M N p o o // // co Co EROSION CONTROL NOTE: / ,/ I I! I I I I I I to I CONTRACTOR SHALL FOLLOW VDOT EROSION CONTROL SPECIFICATIONS,—.4., I PROPOSED LANDSCAPING IALBEMARLE COUNTY E& S CODES, AND THE VIRGINIA E& S CONTROL HANDBOOK AT ALL TIMES DURING CONSTRUCTION. SEE SHEET 9 FOR DETAILS GENERAL NOTES: / 1. CONTRACTOR SHALL RESTORE BASIN AND OPEN SPACE DISTURBANCE PER / / //' \ \ X VDOT SPECIFICATIONS. 2. ALL DISTURBED OPEN SPACES SHALL BE RESTORED WITH EROSION CONTROL MATTING PER VDOT SPECIFICATIONS. 3. CONTRACTOR MAY USE ALL OPEN SPACE FOR STAGING PURPOSES. CONTRACTOR SHALL INSTALL ALL REQUIRED EROSION CONTROL PRACTICES PER VDOT SPECIFICATIONS IN ALL ANY AREAS THAT REQUIRE ADDITIONAL GRADING I I NOT SHOWN PRIOR TO USE. / / / / I / / I , I I ANTICIPATED FUTURE I I I 1 1 \\ \ I / / / l I / / / / / ,I —� •I I I I GROUND STORAGE 1 1 I\ II 1 1 I I \ \\ \ \ I TANK (TYP) \I 1 I I\\ \ I I \ \ \ \ I ANTICIPATED FUTURE \\ \ \ I BIORETENTION BASIN \ \ \ I I IIIIIIIIIIIIII ANTICIPATED VDOT GRADING EXPANSION AREA EASEMENT (TYP) x \ \ \ \ \ \ 1I II 0 I I I \ \ \ I I I IIIIII 1 1 1 1 1 1 1 ANTICIPATED VDOT I IIIIII 1 1 1 1 1 I \\ 1\ 11 I I I I I 1 1 1 1 1 1 RIGHT-OF-WAY / - -- -- -- -- // EXISTING CELL TOWER ow x o; I�o� / �p� III I 'o0l0l1111111 I / / / , / , I , , I , , , , / / \ 1� I 1 , ► I I I I IIII I Co I °000 I,� I l`w \w am Pcis I I I I I I I I I I I rn >> F� p CopI I I I I 1 1 I I I I I I I a � I I \ I I �rvl I I I I / // �/ ti/ N Co I I I I I I I I I I I I I o ti� �o>ti 16 \ I I I I I ► I 1 I I I I III I IIIIII Pp�I I / z3 / / ' •`Ory /� // ��\ I I I IIIIIIIIII T jlj���llllllllll�l� �\I\_.—�� I III IIIIIIIIIIIIIII \\_�/—� \ IIII IIIIIIIIII I I \ \ \ IIII1j1111111111111 \ \ \ \ II II1111jI11III11111111 11 I \\ \� II IIIIIIII11111111 I I \ /r/ /ll/IIIIII I I I II J / / // / / / / / / / / / 1 j I I I EROSION CONTROL MAT (TYP) \\\ el \ / '\ N.Ij \ \\ INSTALL GRAVEL TRACKING DRIVE PER VIDOT SPECIFICATIONS AT END I I I I I I I I I I(\\ \ OF EXISTING ERKMAR DR PAVEMENT r. coo I I I I I I I I 1 I I IL I I SILT FENCE (TYP) C14 cy) BIORETENTION BASIN APPROXIMATE SIZE & LOCATION / / / / 5 r \ c \ / \ / / / / / / / h 1 / / I I I 1 1 130 LF GRAVEL BASIN / / // // / / /// _ / / \ \ \ \ \ izi OPOSED LANDSCAPING / \ I I I 1 I ACCESS DRIVE PR I / / / // /� / / //--_ I SEE / / / / , / , / / / sy2 \ \ \ I ^ \ \ I I DETAILS / / / / / / / /// 1591 E \ \ \ \ \ \\ \\ a SEE SHEET 9 FOR \ \ \ \ rn N10 - \ ° INSTALL TEMPORARY GRAVEL WIDENING AREA FOR L 1 1 \ \ \ \ \ I I I / ! / / / rn" s \ \ I SEMI ACCESS DURING CONSTRUCTION oti \ _ O O +! i l l l l l l I / / `O " —O " R n] ry . I I Il I I INSTALL PER GRAVEL TRACKING DRIVE SPECIFICATIONS /� / 1 \ \ \ 1 \ '� `O0 P'Ppco z cpo o-�'o p o OR ADDITIONAL TEMPORARY GRADING WILL BE REQUIRED FOR INSTALLATION - 2.5:1 SIDE SLOPES WILL BE I 1 1 l I l I I ALLOWED IN THIS TEMPORARY GRADING AREA / � - I / I I I I I 1 1 , � r / / ► \ I / / /III I -. I 1 I I / / /// // ,/ // // / I1LLI 1 z O Q u ZF- O O w O z Q O z �= w Q Q V) �°6 F ��Ez o Q� OQQJ � 0 z z > =O � U II Q w m J Q Q N ~ N W h < N z a J of a m o m °mom J K Q Q Z Z U_' 3 L of w n H 0 O SHEET 6/9 U d x 1 / x I I EXISTING CELL TOWE I II x ANTICIPATED VDOT GRADING EASEMENT (TYP) / I \ I � 1 � ANTICIPATED VDOT / RIGHT-OF-WAY / / / / / u / / I / I / / I I I 1 ! � I \ ' I v 1 PROPOSED CHAIN LINK (TYP) INSTALL FENCE ALONG FINAL CLEARING LIMITS e x SEE SHEET 3 FOR FENCE DETAILS G� I I � PROPOSED CLEAR & GRUBBING LIMITS (TYP) GRADE SWALE TO DIRECT SEE SHEET 5 FOR CLEAR & GRUBBING DETAILS D DRAINAGE AROUND BUILDING I � I PAINTED "NO PARKING" AREA / x / i I c PROPOSED PUMP STATION 1,450 SF 2 / FF EL = 624.5 22 2 624 2g / /� 19.33' 42.33' — / / I / 64.83' 00 38.00' I I 20 00' I I �N 20. 00 R20.00 15.00' I \ ,615 1 \ I 1 Q CONNECT PROPOSED ACCESS DRIVE TO END OF EXISTING BERKMAR DR Q Y cc Lu m — d I GRADE SWALE TO DIRECT DRAINAGE OFF DRIVE AND \ PROPOSED ASPHALT (TYP) \ SEE SHEET 2 FOR DETAILS TOWARD BERKMAR DR I \ \ \ PROPOSED WATER MAIN (TYP) \ SEE SHEET 8 FOR DETAILS PROPOSED LANDSCAPING \ \ I SEE SHEET 9 FOR DETAILS \ \ \ \ PROPOSED 20' SWING GATE \ SEE SHEET 3 FOR FENCE DETAILS C,04 cpN � \ \\ \\ N I I CID N� \\ I\ I I I I I I I I xC I \ I I \ I \ � I \\ I I 1 I I I I I I I I I \ \ / 1 11 I I � I I\ I / I / � 1 / I / 0 IL 10 0 10 20 / / I scale 5 feet BASIN ACCESS DRIVE NOTES: 1. CONTRACTOR TO GRADE 15' WIDE AREA 1 I / AND INSTALL 10' GRAVEL DRIVE IN CENTER OF GRADED AREA. ANTICIPATED FUTURE / / 2. INSTALL PER GRAVEL ACCESS DRIVE GROUND STORAGE TANK , SPECIFICATIONS. / 3. ANTICIPATED GRADING LIMITS FOR DRIVE INSTALLATION IS SHOWN. / HOWEVER, ADDITIONAL GRADING MAY BE REQUIRED WHEN EXTENDING DRIVE ENTIRE DISTANCE TO BASIN. 4. IF ADDITIONAL GRADING IS REQUIRED, CONTRACTOR TO INSTALL ANY / ADDITIONAL EROSION CONTROL / MEASURES PER VDOT SPECIFICATIONS. / 5. PROPOSED GRAVEL DRIVE SLOPE SHOWN AT 15-16%±. EXISTING SLOPES IN PROPOSED GENERATOR IN THIS AREA VARY FROM 14-20%t (COVERED ENCLOSURE04 130 LF 10' WIDE BASIN � \ GRAVEL ACCESS DRIVE I PROPOSED SPOT I I ELEVATION (TYP) I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I \ 1 \ / 1 / I / I EXISTING SPOT II ELEVATION (TYP) II 1 I I I I I I I I 1 I I I 1 1 I 1 1 i 1 II II II II I I 1 1 I 1 I I 1 1 I 1 \ \ \ I 1 \ I I 1 \ I I 1 I I 1 \ I N Z O u Z� Z O 0 LU ILO Z Q Oaf z Q I.— 1- Q 0 _L 1 CL ` o�=O Q OZQ� CL C w v> Z Q 1 '— Z U w Q Q z 0 d w Z o0 N_ i W Q JQ 1 0 _ � Z O a C Y U i5 m 0 Co o m o m m J W Z L LL >Q �Zn W V > H W h > w n W O w O SHEET 7/9 I \ 1 \ 1 II \I I ' ' I / ' I1 / / r / ANTICIPATED VDOT GRADING / ANTICIPATED VDOT EASEMENT (TYP) / RIGHT-OF-WAY I l . D ' *� I 1 I 1 \ 1 \� ANTICIPATED VDOT GRADI EASEMENT (T' II I I I I , I 1 10 1 I PROPOSED 16" VALVE & 10' STUB FOR 1 FUTURE ROAD EXTENSION TO NE 1 I I 1 L I 1 w � 1 0 I --- 0 \ I 1 c / C / / w 00 o F 310± LF TO BERKMAR DR/ \ LAUREL PARK LN p INTERSECTION Q \\\ m i CONNECT POWER TO - EXISTING UTILITIES AT CELL TOWER SITE AS REQUIRED / / I / / I / / I / I I I / I I I I I I I / / / � / / / / N O "� � 7 ti N I / / 12 LF 24" D.I.P. WM \ \ r \ N M I / `\ co/i \1 \ I 1 \ 140 LF 24" D.LP- WM XC > \ \ 23 i X X / G � / I 62 \ \ \ \ \ 62 \ I' � I I I I I I I II I ti I / 1 � � 10 0 10 20 scale 5 fmA I / UTILITY CONSTRUCTION NOTES: 1. CONTRACTOR SHALL VERIFY / CONNECTION LOCATIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. ALL PIPES SHALL HAVE T MIN. COVER. 3. PROPOSED BUILDING ROOF DRAINS SHALL DAYLIGHT ONTO GRADE. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED CONSTRUCTION PERMITS PRIOR TO CONSTRUCTION. I / / ANTICIPATED FUTURE I / GROUND STORAGE TANK 24" WM INTO PROPOSED \ w/{{v ' Y i/fflp ' PUMP STATION \ \ N N \ \ \ \ \ 1v Tco i \ I I I I I 1 ev / \ NtiK �ryo Zs,� se\ - ', i 1 1 I ►1 i i i li III \ `' /'// � l i i' � / �,�' /��' /// I 1 I I I I 1 I I 1 I I I I 1 I I I 1 I I I I I I I I i I I , I I , I I I I I I I I 1 I I I I I r I 1 \ / \ / I / I / I I III III 11 lI I Z Q u ZF- Z O w H �—' O Z z Q O z �-- w Q Q D:f I a �°6>->- o Q� OQQJ OQ CL z Z > =O Z U oI Q :H w m J Q Q U CC'4 N W h < N z a J of >3 m do m Z m 0 m J K Q Z Z U-- 3 L w w n 'n 0 0 SHEET 8/9 County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. 0Tbe Trees to!Saved. sav items shall be shown on the plan: 0 Limits of clearing (outside dripline of trees to be saved); \ Ll Location and type of protective fencing, C14 0 Grade changes requiring tree wells or walls; \ \ I I I 0 Proposed trenching or tunneling beyond the limits of clearing. I N 2. Markin I \ I\ I 1\ \ \\ \ \ 11 \ \\ \\ I\ I I I I I I I 1 Ll All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. I \ \ \ \ \ \ \ I I I I I I 3. Pre -Construction Conference: /'/ I g22 I\ \ \ \ \ \\ \ 11 1 \\ \\ \\ I\ I I I I I I I I I I I ❑ Tree preservation an protection measures shall be reviewed with the contractor on site. / / // 11 I 11 1 1 \ \ I I j I I I I I I I I► 4. Equipment Operation and Storage: 20 0 20 40 / / � � 3- I I I I ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be f 62 I I I I I I I I I I I I I I I I I I I I I , I saved. I I I I I I I I I I � t0 teat 5. Soil Erosion and Stormwater Detention Devices: ' / -- -'' / i' i N N I N �_. co ❑ Such devices shall not adversely affect trees to be saved. T `O " N I o rn I I I I I I I I I I I I I 6. Fires: /' �' I i 10.0' (TYP) to Itso`f' 10 0 o ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. / / I I i I I I I I I I I I I `O to CO 'n n l ) oi a 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: / I / I/ / I I I I I I 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. / //\ I\ I 1 10.0' (TYP)�1J X I I 9.Tree Wells: _---'/ RED PINE \ \\ 1 I I I I I I I I I I I I I l l l II I I 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. / 10 Tree Walls: / 6'-7TYPICAL 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. / f/ J / I 1 I ANTICIPATED FUTURE I / / /- I / I I I I 11. Trenching and Tunneling: / / / / I 1 / / / / / �I -� �i I i I I GROUND STORAGE 1 \ \ I\ 1 1 I I I 1\ \\ \\ 1\ O When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a / / / / 1 / / / / / V I I I I TANK (TYP) \ 1 I \ \ \ I I \ \ large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. / EXISTING OWNER SIGNATURE (DATE) / // CELL TOWER x i / I I i I 1 i � I 1' l i� �l 1 \\ I\ 1� i i � i ► i i l i Di i i i I i I I I I CONTRACT PURCHASER SIGNATURE (DATE) 'Y1N/ s/ I I / / I I J l \l ` /- / \\ Y� o I I I I I 1 1 I I I I I I I GENERAL NOTES: - /• /. o. `° `'` I r / 1^o 'v ' o P 1 I I I I I I I I 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE / / \ N o N N N o 0 o ENTRANCE CORRIDOR SHALL BE ELIMINATED. l6 23� / / / `D coy F' o I I I 1 1 I I 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE I / I I / // I / / I / l I I / / I I I I I rS, I I I 1 I I I I I I I I ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE I , \ ANTICIPATED VDOT GRADING I / / / 1 / /' I I I y 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) I HEIGHT; THE TOPPING OF TRESS IS PROHIBITED. I \ I EASEMENT (TYP) SHRUBS AND TRESS SHALL BE PRUNED MINIMALLY AND PONLY LANT. TO SUPPORT THE OVERALL HEALTH OF THE I / / / / / ANTICIPATED VDOT // �G x /l l ' �l l� o I I I 1 1 1 I I I I I l 1 , RIGHT-OF-WAY TREE CANOPY: _ EXISTING TREE CANOPY 94% (1.54 AC) PROPOSED TREE CANOPY 65% (1.00 AC) PRE -CONSTRUCTION NOTES: 1. TREE PROTECTION ZONES SHALL BE ESTABLISHED TO MINIMIZE SOIL COMPACTION, AND ROOT STEM & BRANCH DAMAGE DURING CONSTRUCTION, 2. PLASTIC FENCING MEETING THE REQUIREMENTS OUTLINED IN \ CHAPTER 3.38 OF THE VIRGINIA EROSION AND SEDIMENT \ CONTROL HANDBOOK TO DEFINE THE TREE PROTECTION ZONE AND LIMIT ACCESS. I \ 3. INSTALL TREE PROTECTION FENCING ALONG PROPOSED CHAIN I LINK FENCE ALIGNMENT, FOLLOWING CLEARING & GRUBBING I I ACTIVITIES, AND ALONG INTERNAL CLEARING & GRUBBING LIMITS. I -4. PRIOR TO GRADING, TREE FENCING SHALL BE INSPECTED AND I APPROVED BY A COUNTY INSPECTOR. I I ,CONSTRUCTION NOTES: I 1. TREE PROTECTION ZONES SHALL BE INSPECTED AND s \ \ MAINTAINED ON A DAILY BASIS. \ • 2. NO CONSTRUCTION EQUIPMENT, SUPPLIES OR DEBRIS SHALL �NBE ALLOWED IN TREE PROTECTION ZONES. 3. GRADE CHANGES AROUND TREES SHALL BE AVOIDED. IF THE \ ' GROUND LEVEL MUST BE RAISED OR LOWERED WITHIN THE \ - DRIPLINE OF A TREE, A CONSTRUCTION DETAIL FOR A TREE - - WELL OR TREE WALL MUST BE SUBMITTED TO THE COUNTY FOR \ APPROVAL. -. 4. DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED / ' BY A TREE SPECIALIST. 5. REMOVE AND REPLACE TREE PROTECTION FENCING WITH PROPOSED CHAIN LINK FENCING, WHEN ABLE. PROPOSED CHAIN LINK FENCING SHALL SERVE AS TREE PROTECTION FENCING FOR REMAINDER OF PROJECT, FOLLOWING REMOVAL ' OF TREE PROTECTION FENCING. _ POST CONSTRUCTION NOTES: / 1. REMAINING TREE PROTECTION FENCING SHALL BE REMOVED. ' I► 1 1 1 1 1 1 1\ \���� � -- 1I It I \ 1 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) I \ X i 6 cla 10.0' (TYP) 1 � � (Co I I I I I I I I I I CD N BIORETENTION 01l l 1 1/ l I I I BASIN APPROXIMATE SIZE ,& LOCATION CP / 1 I ,__j i -' 3 -�5.0' (TYP) 0 \\ \\ \ \ \ I I I I ( rloe /yam \ \ \ \ \ I BUFFER 20.0'UNDISTRUBED LANDSCAPE \ I I 1 \ \ \ \ \ \ \ \ \\ \ I I I 1 I I 1 1 1 1 1 \ \ \\ \ \ \\ \\ N 591) "'�o N 'Q \ \ \ m�( ��-- \ \ \ No co � � / / � 1 1 \ ;n � co N ti oJ`� r > > �� \ I I I I l `P p rory ��ti 6 cF o ws� Ode m; co h o l L l I i �' \ t d �v Opoo 0 0 0 0 0 o rn rn o� co 0 o rn OR h � I 1 1 I � _ / / / l / 1 I 1 / I I I I / / / / / \ //// // ♦/ /i // / i i i // / i '// - / / // / / Z O Q U ZF- t- 5 C/) O L OH w O z Q O z �= w Q t- Q 06 CL o Q��U O CL> � zQ z F 0:� =O Z LLJ J ck� Q w m J Q Q J N R, a w h ` N Z M a of m 0 m x o ZZ m o m J K aUS Z Z L L W of n of O SHEET 9/9 ENCLOSURE D: ARB REVIEW DRAWINGS SET SITE DATA EXI$TINGTROPoSEDZONING: RURALAREASDISTRICT MAGISTERIAL: RIO DISTRICT EXISTINGNROPOSED USE: PUBIC WATER FACILITY WATERSHED: POWELL CREEK OVERLAY DISTRICT$: ENTRANCE CORRRXXHAIRPORT IMPACT DISTRICT BUILDING SQUARE FOOTAGE: PROPOSED WATER PUMP STATION -1.209 SF COVERED GENERATOR PAD -WKMF SETBACKS: 250' MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD 157 MINIMUM FRONTAC£AWNG INTERNAL PUBLIC ROAD OR PRIVATE ROAD 75' FRONT SETBACK 25 SIDE SETBACK 35'REAR SETBACK FRONT SETBACK NOTE: FRONT SETBACK SHOWN IS ]5' FROM EXISTING PROPERTY LINE RUNNING ROUGHLY PARALLEL TO EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED BUILDING IS ALSO SET BACK ATLEAST ]5' MGM THE ANTICIPATED VDOT RIGHT-OF-WAY FOR BERKMAR DR I I I I I III 1 1 1 1 1 1 I I I I I I I I I I I I I I j / I I I I I IIIIIIIIIIIIIIII I IIIIIIIIII II \�I I II IIII IIIIII IIII i / I / ! '\ I I IIII I I I I I IIII ANTICIPATED VDOT III I I I IIII '\\I\IIIIIIIIIIIIIIII' IIIIIIIIIIIIIII RIGHT-OF-WAY •I I ganli ljl1111111111111 I I I II / / I mlllll I II II IIII$ ollllllllll 1 / I II II II IIIIII IiG,h I,i11�1 / i / m mm IIIII IIIII bry/ �ryi II IIIII Ili���llllll 1111��1" �/ II IIIIIII I111111�1 IIII I'�''�/ \\\_��-\ 1 IIIIIIIIIII \\ 1111111I IIIIIIIII IIII \ \ 1 I111111111 II 1 II II II II II 1 1 III III II II II IIII //I//IIIIIIIIIII 1 1 I I I \ I 2 �� v REH MICROAAIRE HOLDING I COMPANY LLC \ 1 (D.B. 5240, PG. 170) - ZONING:LIGHTINDUSTRY - CONTROLPOINT v\\ HYD616PNUT EL .83 61883 VA VA IIIII \ IIII II \ 1 \ \\ I \ I II \\ \ I I \ I I 1 \ \ I 1 \ 1\ I \ \ \ / I /M 41A1 \ \ LEASE AREA \\ \ CROWN COMMUNICATION INC ZONING: O RURALAREAS 1 I I I \\ \\ \1 \ I I I l \ \ \ \ 1 I I I I I 32A1A3 \ \ \ DAVID P. TURNER & THE \ \ 1 MARKET PLACE OF VIRGINIA LC \\ \ 1 (D. B. 4151, PG. 310) \ \\ 1 ZONING: RURALARFAB o YY m I I I I I I I I I I I I I I � n I I I I � / I ��-- I 1 II \ \ DEMOLISH j EXISTING SHED I ANTICIPATEDVDOTGRADING / EASEMENT(TYP) / ! / // I / / / // I Q> / CONTROLPOINT NAIL EL=625.58 \ EXISTING CELLTOWER / I / I I / I I CONTROL POINT NAIL ___ EL=626.20 k ---------- I I - 1 I I I Q I � CLEAR GRUBBING LIMITS (TYP)Q 2, APPROX. AREA= 48,000 SF RIVANNAWATERANDSEWER I AUTHORITY (D.B. 4912, PG. 328) ZONING: RURAL AREAS 21 CONTROL POINT NAIL J EL = 613.14 Yl Y n r. Y. - !Y rY CONTROL POINT NAIL EL = 608.53 �V cv — �\ AV A A A Aeiy uT' N `P \Vi \ Z' I of I II w �VI CONTROL POINT/ \ DO \I 1 IL O I ! I E- 621.31 o°' I ADDITIONAL GRUBBING REQUIRED ___ _-/ // \ \ I t lr= j Qm FOR GRADING / / / / /� / // ADDITIONAL GRUBBING REQUIRED I REFOLIATE PER LANDSCAPE PLAN _ FOR GRADING _-- - --A 1 "' I I I I II 1 _��-____ / / / 32A1R REFOLIATE PER LANDSCAPE PLAN �,.I I 1 1 \\ /// --� // POST OFFICE LAND TRUST; / CHARLES WM HURT&SHIRLEY / / FISHER TRUSTEES _ -. mZONING: PI-ANNEDDIEVELOPMENT MIXED COMMERCIAL I I I I I I I I I I I I I I I I I I I I I I I I I I I II � I I � I I I zo o za an I I I sfak 10 KN I I / I I / 1 I --- _________ / I 1\ I \ I I \ \ I I \ \ I I \ \ I I \ 1 \ \ \ 32A1H1 STORAGE MANAGEMENT I LLC (D.B. 1921. PG. 423) ZONING: HIGHWAY COMMERCIAL v I \ I I I I I I n I I I I I CONTROL POINT NAIL j EL=599.30 1 I 1 I I 11 I I j I I 1 1 I 1 I I I CONTROL POINT I 1 I I I NAIL I I I EL = 605.11 I I I I I I I I I I I I j 1 1 1 I l l j l j l I I I I 1 1 I I I EXISTINGW'OODEDAREA I / MIX OF DECIDUOUS & / I EVERGREEN TREES / I MAIN POST OFFICE LAND TRUST, CHARLES WM HURT & SHIRLEY / FISHERTRUSTEES (D.B. lWl. PG. 116) ZONINGPLANNED DEVELOPMENT MIXED COMMERCIAL I I I I l4los%A W >4 Z u p U C W 0 Piz 0 Q S Z 1— w < rc mp _ > O w rc z z z 0 O 0 p �r w a w ¢� 3 a F a z z m Q rc N of zoa VZ O N Z 0 fa 1- O ®DNF DXW y ow a SHEeI C08 I SITE DATA EXISTINGIPROPOSEDZONING: RURALAREASOISTRICT MAGISTERIAL: RIO DISTRICT EXISTINGIPROPOSED USE PUBUC WATER FACILITY WATERSHED: PONFIL GREEK OVERIAYDISTRICTS: ENTRANCE CORRIDORAIRPORT IMPACT DISTRICT BUILDING SQUARE FOOTAGE: PROPOSED WATER PUMP STATION -1aW SF COVERED GENERATOR PAD -]BBSF SETBACKS: 25P MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD 150' MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD OR PRIVATE ROAD 76 FRONT SETBACK 25'SIDESETRACK W REAR SEIBkGK FRONT SETBACK NOTE: FRONT SETBACK SHONM IS 75' FROM EXISTING PROPERTY LINE RUNNING ROUGHLY PARALLEL TO EXISTING BERKMAN DR RIGHT4)EWAV. PROPOSED UI BLDING IS ALSO SET BACKAT LEAST 75' FROM THE ANTICIPATED VDOT RIGHF-0E-WAY FOR BERKMAR DR. 3 ANTICIPATED VDOT 1 IBACK TING UNE I I I I I 3 I I I 3 I I I I 1 I I I j Q I i 3 I� I C C � Y i I I 1 W O] I I I I I 13 I I 1 ]S FRONT * S ryy 25' J __ rYY �r 1 / / \ _ANTICIPATEDVDOTGRADING 25 / EASEMENT(TVP) ANTICIPATED FUTURE \ GROUNDSTORAGE TANK (TYP) 1 I I I I I I EXISTING j / I CELL TOWER 111 2V I I TRANSFORMER I D I ' E I 30.P TO PROPERTY UNE 30%TO PROPERTY LINE ' � .-- ----max GENERATOR p 25 / LIMBS OF GENERATOR 1 X -- �` ENCLOSURE(TYP) i 1]B.6 TO 1B iP 10 1ry TVO \ PROPERTY ONE I W \ 6 NO PARKING \ ' AREA �w W AGK FROM -- -DF-WAV 0 M.5 TO PROPERTY UNE _ • "—______K_ I — — SETBACK LINE (TYP) J CONSTRUCTION - LIMITS (TVP) 0 0 20 O ab t0 hH BIORETENTION BASIN SEE SHEET C13 FOR :ESTORATION DETAILS W � U EY z O U a W C 0 F ^ W Z 0 q s ? u �O a i z �O 0 O O F w `a ¢� 3 < w a z m q > rc ;E n �o S a Hz sxeer C09 CONSTRUCTION SEQUENCE: EROSION CONTROL LEGEND 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE. 2. INSTALL SILT FENCING PRIOR TO CLEARING& GRUBBING AND GRADING. O PERMANENT SLOPE MATTING / `�\ \ \\ \\ \\ \ \I 1 I I I 1 3. CLEAR &GRUB TREES E 10N NnaEn / \ 1 I I 4. ROUGH GRADE DRIVE AREA TO SUB -GRADE, AND GRADE BUILDING PAID AREA TOSUI \ I \ 1 \ \ \ \ \ 1 1 I I I I 5. CONSTRUCT PUMP STATION. PERMANENT ENT SLOPE IMATTING m\\ II \ \\ \\ \\ 1\ \\ \\ (1 I I I 6. ROUGH GRADE REMAINDER OF SITE. 7. INSTALL CHAIN LINK FENCE. CP CONSTRUCTION ENTRANCE \ 1 1 \\ \ \\ \\ \ \ \ \ I II I S. INSTALL PROPOSED UTILRIES. 1 \\ \\ \ \\ \ \ \ \ \ \ 1\ I I 1 I I 9. INSTALL REQUIRED LANDSCAPING. �i \ \ \ \ \ \ 1 \ \ \ I I I I 1 1 I I NOTE: BUILDING CONSTRUCTION, ROUGH GRADING, UTILITY INSTALLATION, CHAIN O SILT FENCE \ \ \ 1 1 1 \ 1 \ I I I I LINK FENCE INSTALLATION AND LANDSCAPING MAY OCCUR CONCURRENTLY. TS TEMPORARY SEEDING 10. GRACE SITE TO FINAL ELEVATION AND RESTORE. FINAL GRADING AND RESTORATION MAY BE COMPLETED CONCURRENTLY WITH ROUGH GRADING ACTIVITIES. pS. PERMANENT SEEDING / bry3' / 1 II 11 II \I 11 \I II I 20 0 m m 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES PER VDOT SPECIFICATIONS. ALL DAMAGE TO SITE CAUSED BY SAID REMOVAL$ $HALL BE CIP CULVERT INLET PROTECTION m an REPAIRED IN -KIND AND AT CONTRACTOR'S EXPENSE.F 12 CONSTRUCT BASIN TREE PROTECTION I EROSION CONTROL NOTES O DUST CONTROL 1 ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE CONSTRUCTED AND PROPOSED LANDSCAPING MAINTAINED IN CONFORMANCE OF THE VIRGINIA EROSION AND SEDIMENT IP O SEE SHEET CI5 FOR DETAILS INLET PROTECTION - I iP INSTALL TREE CONTROL HANDBOOK. a o PROTECTION BEHIND AND 2. UNSTABILIZED SLOPES MUST BE TRACKED AT THE END OF EACH DAY TO -- - _ SF PARALLEL TO SILT FENCE I I / I ROUGHEN THE SURFACE MEETING REQUIREMENTS OF SECTION 3.31 OF THE LIMITS OF DISTURBANCE X-----_- iP_ I I / VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.3. THE CONTRACTOR SHALL TAKE OWNERSHIP FOR ALL EXCESS 4. AL AND BE TENT TEMPORARY STABILIZATION ON PROPERLY DISPALL OSING OF L BY EXCESS EMO MATERIAL. EOING AND 1 ^I MULCHING IN ACCORDANCE MULCHING STD. &SPEC$ 3.3E AND AN OF THE BED / / 1 I \ r A 1 lt�Ts TEMPORARY SEEDING AND MULCHINGSHALL BE USED 14 ANY DISTURBED 1// / l'11T11 iY YYTY + m w xl \ AREAS THAT SHALL NOT BE $HALL B FOR MORE THAN PERMANENT DAYS. m 5. PERMANENT STANN BATION $HALL BE OBTAINS CBY ORDANCE WITH SM. & S ANDEC. / � / / / I / SOIL STABILIZATION MEET F & MATTING IN ACCORDANCE WITH STD. & SPEC. / / / 3.32 AND 336. PLACEMENT OF SOIL STABILIZATION SHALL BE IN ACCORDANCE / / // / I 1 I WITH STANDARD PLATES 3.36-1 AND 3.W2. I 1 / WH 6. ADDITIONAL ESC BMP MEASURES TO BE INSTALLED EN REQUIRED BY / / ANTICIPATEDVDOTGRADING / I \ ALBEMARLE COUNTY. / / / l 7. STOCKPILE AREA SHALL NOT EXTEND INTO PROPOSED BIORETENTION BASIN EASEMENT (TYP) ANTICIPATEDFUTURE I\ I I ' l I / I \ \\ \\ AREA. I GROUNDSTORAGE I I l I - j ITREE \ S. INSTALL TEMPORARY AlRARYSEED, PERMANENT SEED, AEROSION MATTING IN I/ / / / / I j I/A / I / I TANK (TYP) I Imo FMI Ps NSTALL \ OPEN AREA FOR FUTURE GROUND STORAGE TANKS AS REQUIRED. / / / x I I 11 % I 0� IL I I / i is �I PARALLEL PROTECTION BEHIND AND TO SILT FENCE I GENERAL NOTES: / / // I I V©A I l� / I 1 A A 1 1. CONTRACTOR SHALL RESTORE BASIN AND OPEN SPACE DISTURBANCE PER / / / / / I I I I I I Ps ALBEMARLE COUNTY CODE AND STATE REQUIREMENETS / I I 1 I I Ts / \2. ALL DISTURBED OPEN SPACES SHALL BE RESTORED WITH EROSION CONTROL - ,�/ / EXISTING I l / A 1 A (zV I VI I 1 ps TRM i \V A I MATTING PER ALBEMARLE COUNTY CODE AND COUNTY& STATE REGULATORY DELL TOWER 1 / / I 1 \ 1 / I 9 / \ I Ts \ I REQUIREMENTS. / f �x 1 / / I 1 I 3. CONTRACTOR MAY USE ALL OPEN SPACE FOR STAGING PURPOSES. AT MINIMUM 1 1 1 14, 1 1 1 I i�I \\ ;'F DI I I I I CONTRACTOR SHALL INSTALL SILT FENCE AROUND ANY CONTRACT I I ) I I l / \ \ \ I I STOCKPILEMYDOWN AREA CONTRACTOR SHALL INSTALL ALL REQUIRED I / I / �/ I 1 X \s \ .I - _ I I I EROSION CONTROL PRACTICES PER VDOT SPECIFICATIONS IN ALL ANY AREAS \ / O I / m m r TP I I I THAT REQUIRE ADDITIONAL GRADING NOT SHOWN PRIOR TO USE. - Z I 4. IF CONTRACTOR CHOOSES TO USE THE AREAS NOTED AS FUTURE GROUND I m b m j I I I / "� BIORETENTION BASIN I I STORAGE TANKS FOR STAGING OR LAYIDOWN, CONTRACTOR SHALL INSTALL _ I^ /N / I I / l / BEN PS" SEE SHEET C13 FOR I I TEMPORARY STONE OVER GEOTEXTILE FABRIC PRIOR TO USE. ALL TEMPORARY / /y )' I / / I l I I l i 1 1`� i II II STONE SHALL BE REMOVED FOLLOWING THE COMPLETION OF CONSTRUCTION RESTORATION DETAILS AC IVITESANDTHEAREAR T)RED IN KIND. 1 I� INSTALL TREE I 11 I I111 I I I I I ,( I n PROTECTION BEHIND AND I 1 I IIIIII111ANTICIPATED ��--- R-- / / / / / / / FM ps1 PARALLEL TO SILT FENCE I 111111111�11111111111111 IRIG it % ��/ // / $$ I I I 1 HT-OFWAV _ Y' EN S / / / / is /llllll 11 11 11 I 1, 1 1 1 EROSION CONTROL MAT (TYP) Ts Ps eM Q -T5 - // / 1 1 � 1 1 1 1 I A �w / / - IFM � I l I ,✓ I l ! ; l l l I , 5 I I I if h _ v , � rk_ / I. TP ,� _ � � � •— ___—__ I // /ice/ / i "�/ // j 130LFGRAVELBASIN O_----_- CF \ SF TP ACCESS DRIVE cF x / j SEESHEELANDSCAPING \ INST PROTECTION SF O PROPOSEDD I Ct5 FOR DETAILS ALLTREE PROT ON BEHIND AND PARALLEL TO SILT FENCE \ \ = INSTALL TEMPORARY GRAVEL WIDENING AREA FOR 1 I \\\\ G O I SEMI ACCESS DURING CONSTRUCTION - =\ 1 i m\ s �a` - \\\�\\ I SF 1 INSTALL PER GRAVEL TRACKING DRIVE SPECIFICATIONS /'\ ( 1 1 / / I I IIIIII 1\ \�� \ x = I I ADDITIONAL TEMPORARY GRADING WILL BE REQUIRED /�� / / // i I / I llll �m I ! FOR INSTALLATION- !11 2.5:1 SIDE SLOPES WALL BE ALL IN THIS TEMPORARY GRADING AREA Of Jill LLJ hp:fiy 9506�� W >4 Z u O U W 0 P� z 0 Q S Z F U �O > O d w rc Z z 0 0 p �r w H w l Q Q 3 a a F a Z m Q Q rc NOTES: O DEMOLITION OF EXISTING STRUCTURES -ALL MATERIALS TO BE REMOVED FROM SUE TO BE PLACED IN PROPER CONTAINER AS SOON AS POSSIBLE. AT END OF WORKDAY ALL DEBRIS AND UTTER TO BE PICKED UP, AND PROPERLY DISPOSED OF. DUST -A WATER TRUCK $HALL BE USED TO WET SLOPES AND ROADWAYS AS OFTEN AS NEEDED TO CONTROL DUST. LOCAL ORDINANCES SHALL BE FOLLOWED TO ENSURE COMPLIANCE WITH CURRENT WATER CONSERVATION MEASURES. 3. OILSILUBRICANTS-ANY ROUTINE LUBRICATION OF CONSTRUCTION EQUIPMENT THAT WILL BE PERFORMED ON -SITE WILL BE DONE ONLY AS NEEDED AND PERFORMED ONLY BY COMPETENT, AND AUTLIORIZEDPERSONNEL. EQUIPMENT SHALLNOT BE PARKED OVER ORIN THE IMMEDIATEVICINITY OF ACTIVE STORM DRAINAGE STRUCTURES OR DRAINAGE WAYS WHILE PERFORMING THIS FUNCTION. O CLEARING, GRADING, EXCAVATING, AND UN -STABILIZED AREAS - FOLLOW EROSION AND SEDIMENT CONTROL PLAN. O PAVING OPERATIONS- COVER STORM DRAIN INLETS AND USE DRIP PANS AND ABSORBENT/OIL DRY FOR ALL PAVING MACHINES TO LIMIT LEAKS AND MILLS. CONCRETE WASHOUT AND CEMENT WASTE- DIRECT CONCRETE WASH WATER INTO ALEAKPROOF CONTAINER OR LEAKPROOF SETTLING BASIN THAT IS DESIGNED SO THAT NO OVERFLOWS CAN OCCUR. LOCATION SHAUL BE OUTSIDE OFSTORMWATER CONVEYANCE AND APPROVED BY ENGINEER. TO. STRUCTURE CONSTRUCTION, STUCCO, PAINTING, AND CLEANING - ENCLOSE OR COVER MATERIAL STORAGEAREAS MIX PAINT INDOORS IN ACONTAINMENTAREAOR INAFLATUNPAVEDAREA. PREVENTTHE DISCHARGE OF SOAPS SOLVENTS, DETERGENTS AND WASH WATER, PAINT, FORM RELEASE OIL$ AND CURING COMPOUNDS. O MATERIAL DELIVERY AND STORAGE DESIGNATED AREAS FOR MATERIAL DELIVERY ANDSTORAGE. O MATERIAL USE DURING BUILDING PROCESS- FOLLOW MANUFACTURER'S INSTRUCTIONS. 10. SOLID WASTE DISPOSAL- WASTE COLLECTION AREA WILL NOT RECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY TO A WATERWAY. CONTAINERS HAVE UD$ COVERED BEFORE PERIODS OF RAIN, OR ARE IN A COVERED AREA SCHEDULED COLLECTION TO PREVENT OVERFIWNG. MATERIALS NOT TO BE BURIED ON -SITE. LOCATION TO BE APPROVED BY ENGINEER. 11. SANITARY WASTE- CONVENIENT AND WELL -MAINTAINED PORTABLE SANITARY FACIUTIE$ WILL BE PROVIDED BY CONTRACTOR, AND LOCATED AWAY FROM WATERWAYS OR INLETS. SUCH FACILITIES SHALL BE REGULARLY MAINTAINED. 12. UWDSCAPING OPERATIONS -APPLY FERTILIZERS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND NOT DURING RAINFALL EVENTS. SEE LANDSCAPING PLAN FOR LANDSCAPED LOCATIONS. 13. WASH WATERS -TO BE DIRECTED IN SUCH A MANNER NOT TO CAUSE ADDITIONAL EROSION. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING. I `°gym l;lllllll IIIIIII // II �$��,eIIIIIIIII I / III IIII IIIIII / 1 I IIlll�m II III I / II II 111111111$Ili�mlei lj�l / � / / IIIII IIIII II IIIII I�tO mm yr° fl1' I IIiI��IIIIIIIIII��I 'i' I II IIIIIII IIIIIIII I �/ , IIIIIIIIII I _ I � � � II II IIIIIII IIIIII III \\ �--�\ I II III IIIIIII III A A I '111 I1111111111111111111 1 \1 1 I III II IIIIIIIIIIII I I I �I II I 'liiil // l l l l l l l l II I II 1 l'r 2 3 4.5. cv Nxzlo) IIIIIIII � v `v -� I x Lu Im \ I I 1 \ o \1 \\ II \\ II \ \\ \\ / n I I / I I EXISTING CELL TOWER / r ANTICIPATED AN�EMEN OT) TGRADING i RIGHT -Or -MY R \ ---A-,--,-F` I I I I I I I I Y I I I I I I I I I I I I I I I I I ID 0 ID L9 I I I I swe to KN I m / I I I I I I \ I I I \ \ I I \ \ I I \ \ I I \ 1 \ \\ I1 I \ \ I I I \ I I I I I 1 I I I I I I I I I I I I BIORETENTION j BASIN II I I I I I I I II II j I I II 1 1 I I I I e I I I I I I I I I 3 i I I I I I I I I I I I I I I I I I i e i I I I I I I I I I I I I I I I I I I I I I I / I I I 59. l I I I -x _591, - 1 / \I -- /-----� - N FA O O E Jli \\ \\ \\ 1 1 I I I I I I I I I I I \ \ 1 1 \ \ I I I I I I I I I I 1 I 11 II 11 11 II \I II I II II I I I � I I I I I T s �1 I« 1 XL _______________________._ x( ,b +1' 1 /10 P W \ I V\I II II �II I /I I I 1 1\ I I I 1 1 1 I I l ANTICIPATED FUTURE I I I GROUND STORAGE I� I I I Po TANK(TYP) I \I / I 10 1 Qj0`I' i I �m� I L - � l Il I l I \ l 1 I I I I l Lam/ Z u z O U W Piz K Q S Z r w < rc �O _ > O d w .'- rc z z O O p O F w W H l Q Q 3 a i z z m Q rc SHIM C11 / I / EXISTING CELL TowEF / ry x ANTICIPATEDVDOTGRADING J �� EASEMENT (TYP) / I / 1 ANTICIPATED VDOT / \ RIGHT-OF-WAY I 1 PROPOSED CHAIN LINK LIMITS INSTALL FENCE ALONG FINALC04FO FENCE EARING NCEDEIMILS SEE SHEET 0004 FOR FENCE DETAILS PROPOSED CLEAR & GRUBBING LIMITS(TYP)AILS \ GRADE MOUNTODIRECT - ' SEE SHEET C08 FOR CLEAR &GRUBBING DETAILS \\ D DRAINAGE AROUND BUILDING - - 1 �' I ---- ---------- PAINTED "NO PARKING"ARF ------------------- - -1 r- GRADE SWALE TO DIRECT DRAINAGE OFF DRIVE AND TOWARD BERKMAR DR V r \ Ir PROPOSED LANDSCAPING SEE SHEET C15 FOR DETAILS � I � 1 f O CONNECTPROPOSED I ACCESS ACCESS DRNE TO END OF I C I IXISTINyBERKMARIDR I S j I I I I I � I V I \ 1 r\ V V 1 I q \ 1 _ \ I I I I I I I I I I I I/ i IN i I II m m � to o is I � I lry I / I I /ry I l I sWe g BASIN ACCESS NOTES: 1.CONTRACTOR TO TO GRADE 15' WIDE AREA I � I l l AND INSTALL IO'GRAVEL DRIVE IN CENTER OF GRADED AREA / I / ANTICIPATED FUTURE / ! 2. INSTALL PER GRAVEL ACCESS DRIVE // IIL�L-II GROUND STORAGE TANK II3. ANTICIPATED GRADING LIMITS FOR DRIVE INSTALLATION IS SHOWN. ______ __ `J I "/ / Q� HOWEVER ADDITIONAL GRADING MAY BE j R I // / / / REQUIRED WHEN EXTENDING DRIVE ENTIRE DISTANCE TO BASIN. 4. IF ADDITIONAL GRADING IS REQUIRED, CONTRACTOR TO INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES PER VDOT SPECIFICATIONS. 5. PROPOSED GRAVEL DRIVE SLOPE SHOWN AT 1516%i. EXISTING SLOPES IN / CONCRETE (TYP) THIS AREA VARY FROM 14-20%x SEESTRUCTURAL /� PLANS FOR DETAILS ji PROPOSED PUMP -- STATION ' BUILDING - 1,20 9SF GENERATOR PAD -069 SF ' FFEL=624.5 �� i r YL.dyJ} 01933A I I ! esaa' 130 LF 10'WIDE BASIN I/ GRAVEL ACCESS DRIVE L l I 1 / I -VJ W PROPOSED ASPHALT (TYP) SEE SHEET DC01 FOR DETAILS PROPOSED WATER MAIN CTYP) \\ \\ SEE SHEET C14 FOR DETAILS \ // \ 1 J.� PROPOSED 20'SWING GATE X I SEE SHEET DC04 FOR FENCE DETAILS I r I /• l j l l lr / / / PROPOSED SPOT 1 ELEVATION (TYP) 1 \ I 1 \ II I I \ I I II I I I II I j I II I I I I I I I E�LI z O 1� U W 2 n Z K Q 0_ _ r w � � �O � a w r Z Z `z O m O rW 3 a a w z m a > rc a O zig z Po1,10 INN, Mn z gQ z z 11� WW��a ~mz Faao C12 XA / � m m DIVERSION SWALE I I GRADE SWALE TO II I ENSURE MAJORITY OF SITE DRAINS TO BASIN I I _ I NO I \ PRETREATMENTCELL SEE TABLE FOR DETAILS BIORETENTION CONSTRUCTION NOTES: BURIED STONE STORAGE 1. EXCAVATION TO FINISHED GRADE SHALL BE DEFERRED UNTIL ALL DISTURBED \I AREA / FUTURE AREAS WITHIN THE WATERSHED HAVE BEEN STABILIZED AND PROTECTED. BIORETENTION AREA 2. COMPLETE CONSTRUCTION ON THE WATERSHED AND STABILIZE ALL AREAS I\ 226sf MIN i DRAINING TO THE BIORETENTION BASIN. / I 3. USE LIGHT, TRACKED EQUIPMENT, LGP IF POSSIBLE, TO AVOID COMPACTION ON THE BASIN FLOOR. ARFINAL GRADING IS COMPLETED, DEEPLY TILL I PVC CLEANOUT I I RY TILLER OR DISC HARROWS TO PROVIDE A THE BASIN FLOOR WITH ROTARY I IE — 604.2] I I i LPEQUIPMENT WELL-AERATED,HIGHLY POROUS SURFACETBASINS 1 1 p r l SHALL USED IN CONSTRUCTING THE BIORETENTION BASIN $HALL PASS OVER THE AREA 1 l� I 26.5 LEIS' 6 4. INSTALL THE PIPING, DRAINS, VENTS, AND INFILTRATION STONE IN it PVC @1D% ACCORDANCE WITH THE SPECIFICATIONS. INSTALL A THREE-INCH LAYER OF WASHED, 1/4-INCH PEA GRAVEL ABOVE THE STONE. LIGHTLY COMPACT WITH A LANDSCAPING ROLLER. / 5. AFTER CONFIRMATION THAT FILTER MEDIA MEETS SPECIFICATION(VIRGINIA DEQ STORMWATER DESIGN SPECIFICATIONS NO. 9, SECTION 6.6) BY TESTING / B OR CERTIFICATION FROM SUPPLIER, FILL BIORETENTION AREA WITH PLANTING SOIL AND SAND, AS SHOWN ON THE PLANS AND DETAILED IN THE I SPECIFICATIONS. / 6. INSTALL VEGETATION AND GROUND COVER SPECIFIED IN THE NOTES ON THIS I / PAGE FOR THE BIORETENTION AREA AS WELL AS THE BMP SPEC. NO. 9. FABRIC, INFLOW I 1 PVC TEE I / ]. PLACE SOD. EC OR NON EROSIVE LINING (DEPENDING ON IE=604.00 11 I VELOCITIES) IN THE INLET CHANNEL ANDIOR FILTER STRIPS. \ I ' 8. UPON AUTHORIZATION FROM DESIGNATED INSPECTOR, REMOVEALL SEDIMENTCONTROLMDSTABILIALL ZEDISTURBEDAREAS. UNBLOCKCURB 26.F 8" 265 L 5L6% OPENING$, AND PROVIDE DRAINAGE TO THE BIORETENTION AREAS. / PV 9. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. - 10. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES BURIED STONE BURIED STONE CONVERSION IS NOT TO TAKE PLACE UNTIL THE SUE IS STABILIZED, ANDSTORAGE AG AREA PERMISSION HAS BEE OBTAINED FROM THE EROSION CONTROL INSPECTOR. sf MIN. / (PLANTING NOTES; / 1. BIORETENTION CELLS SHALL CONFORM WUH ALL STANDARDS AND SPECIFICATIONS IN VIRGINIA DEO STORMWATER DESIGN SPECIFICATIONS / No.9. I 2. GROUND COVER SHALL BE A MIXTURE OF THE FOLLOWING PLUGS, PLANTED AT 12-18" ON CENTER: PANICUM VIRGATUM (SWITCHGRASS) LOBELIA CARDINAUS(CARDINAL FLOWER) SCIRPUS CVPERNINUS MOOLGRASS) EUPATORIUM PURPUREUM(JOY EYE WEED) 3. GROUND COVER SHALL BE ESTABLISHED TO ENSURE 90%GROUND COVER / PVC CLEANOUT BE ESTABLISHED IN THE PLANTING AREAWITHIN A TWO-YEAR PERIOD. IE=6042] I PRETREATMENT CELL•A. / I j ANTICIPATED l I SEE TABLE FOR DETAILS r FUTURE GROUND STORAGE TANK(TYP) I DIVERSION SWAUE • /� I GRADE SWALE h _ I ENSUREMAJORITYTOBA OF i SITE GRAINS TO BASIN / I •••�.6 ��•r%!••i i�t�•�i!�Oi•"'�t�•�nS • wt .11. `n{ . .� .. 't.'s�• ��i.� �2Y�etti,•t:t�"N,�tj1 �{o �••)���t..,�•.�t�S� ��� �t G�!: �t�'h: G I - — I I I I I I I xl I I po. j THREADED, ATELL/GHTGAPITP PVC O BE E INS 10 0 m 211 WTHCLEWOUTERTENDINGPTIWTI$TRYOE INSTALLED I WITH CLEANOUT EXTENDING 0' ABOVE GRADE eak 5 WA F WDE GRASS I`1 j FILTER STRIP® 5'WIOE GNA$$FlLTEA 20'1 SLOPE ER SHOW SLOPE BIORETENDON DCOVE WHERE SHOWN 1 WHERE SHOWN ON PLAN) SEEENOTE0 VFR ON PLAN) I STONE STONE PRETREATMENT z10' 1].S PRETREATMENT CELL g o o CELL I I I l 1 1L_ BOTTOM ELEV = 608.00 3 6• ORETENNON FlLL LFO Tt l' SEE $PECIFIG4TION$FOR i $OiLCRTIERL4 O 3"THICK WASHED I/PINCH 3'THICK WASHED t/0.1NGH PEA GRAVEL ; O O 4W PEA GRAVEL OVER BURIED 2.5'$TRIP OF FILTER FABRIC STCRACESTONE AREA PTACED ABOVE THE UNOERDRAIN BURIED STONE STORAGE PIPE BETWEEN THE BIORETENTION AREA FUTUREHLLMEDIAANOTHEPEAGRNE O O O O O O BIORETENTION AREA 0" PERFORATED $CH 40 PVC 0 1 % eeeaeee e=a A5] WASHED STONE $LOPE (MIN) eeaaeeee.... ."..y SEE PLAN VIEW FOR INVERT OETAIUS 10'WIDE MIN IT THICK WASHED YS] SPILLWAY STMELOWEST TNT INVERT PIPE j + GRASSED BIORETENTION CELL SECTION A -A B LOWEST POINT IIWER PIPE �i I SRS FLTER /S STRIP 20:1:1 SLOPE rBIOREfENTION EMERGENCY SPILLWAY WHE RE SHOWM -. GROUND COVER SEE DETAIL ON PLANI SEE NOTE I T_`CKWASHEO I/0.1NGH 6•PVC END( T'Eq GBAV110VER BURIED IE1 STORAGE STONE AREA 1 I 29 LF F• PVC BURIED STONE 01.0% 11I RAGE 17=0HED STONEAREA I � I I I I 1 i I U —_BIORETENTIONAREA I _ 11 6• 6. 48'THICK O FICKLIEN FO SOIMEDIA .ffE $PECIFICATON$ FOR SOILCRITERIA O 3"T4ICK PEA GRAVEL 40" RIP OF0 FILTERFABRIC AROVETHE 2.5 STRIP OF FILTER FABRIC UNOEROIAIN PIPEE EN THE BIORETENTIIXJ THE BIORETENTION PEA FILL MEDIA AND THE PEA GRAVE( 6• PERFORATED $CH 40 PVC ®1%SLOPE (MIN) SEE PIAN VIEW FOR INVERT DETAILS 4' MIN NETMCKWlIhERT F $TONE BELOW INVERTOF LOWEST POINL OF PVC PIPE GRASSED BIORETENTION CELL SECTION B-B STONE PRETREATMENT CELLS DIMENSIONS APPROXIMATE L (FT) W (FT) PLANNED AREA (SF) SOUTHWEST CELL 120.5 MIN. 1 14 MIN. 1 261 NORTHEAST CELL 15.5 MIN. 14 MIN. 194 STONE PRETREATMENT CELLS i I PROP. SPILLWAY ELEM. =60850 10 TOP OF BERM 609.W /� /77 ��//� 8' MIN NMA7C SC350 BY NAG (OR EQUAL) / / /��/INSTALL MATTING FROM 100 YR W.S. ELEV. A AAA A /// ��� INSIDE BASIN TO TOE OF SLOPE OUTSIDE BASIN TRM SHALL BE FILLED WITH TOPSOIL AND 4 SPILLWAY OVER -MATTED WITH CLASS II - TYPE'B' ECRM KEY NUMBERI BOTANICAL NAME COMMON NAME SIZE I TYPE AC O 3 AMELANCHIER CANADENSIS SHADBLOW SERVICEBEftRV 5'6 TREE SCVS (WHITE PILLAR) HVQ 3 HAMAMELIS MRGINIlWA H-HAZEL W-F SHRUB VDO 9 VIBURNUM DENTATUM CHICAGO LUSTREEVIBURNUM Z-T SHRUB IGO 3 ILEX GLA3RA INKBERRY 6'-V SHRUB BIORETENTION AREA SEE PLANTING NOTES + + FILTER STRIP GROUND SEE PLANTING NOTES + + COVER U99«n� 95060� >4 Z €= z O U W C 0 Piz K Q SAZ Z w > K ¢ _ > O w •- rc z Z F_ 0 OO F w V v l AX Q 3 a > Q 6 $ m Q Q rc SHLR C13 I ANMCIPATEDVDOTGRADING -J EASEMENT (TVP) I LX EXISTING CELL TOWER CONNECT POWER TO EXISTING UTILITIES AT CELL TOWER SITE AS REQUIRED _STA "9=4°BpEN5D.58OB.' tfi'IE UP 16.B1 3LF 16'DIP NECTIO 4 LF 1fi'OIP@4.15% _ 16' CONNECTION IT TEE W1B"REDUCER AT BUILDING f0 0 f0 2p Yat 5 hCl UTILITY CONSTRUCTION NOTES. 1. CONTRACTOR SHALL VERIFY CONNECTION LOCATIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. ALL PIPES SHALL HAVE 3' MIN. COVER. 3. PROPOSED BUILDING ROOF DRAINS SHALL DAYLIGHT ONTO GRADE. 4. CONTRACTORSHALLOBTAINALL REQUIRED CONSTRUCTION PERMITS PRIOR TO CONSTRUCTION. ROTATEND @UP TOWARD 5TA = 45+J6.Jd, 48.1 J' L - 101 D.I.P. SURGE / BEND ANGLE 16'IE=6ta.II RELIEF LINE TO D STA=45+6J.0]. 6.83'L ja SUCTION MAIN / 1 I 161E=616.46 - -- - - / 89E=616.80 -a'I ________ 1 T-e� aLF B'DIP@5.57% - peel- 'I 34x LF-4"PVC DRAINTILE 16 PLUG STA1-p45AIRREU83L'v�-- 8 DATE B'6® BEND -xi O 3 2Z CONNECT TO TRENCH DRAIN IN BUILDING STA 45+670J. 3.88' L O LVE _ ° � I &DAYLIGHT TO GRACE AS REQ'D 3 LF 8'DIP 5.57%'-- __ __ I 11}/yIfBq- IE=615.23_ ROTATE BEND DOWN TOWARD j�x. �,^ Ip 1 12'x SUCTION HOSE STA=44+61.61,20.26'9 I ) - TEE@5.5"x ANGLE g 204015CHARGE HOSE e 4 WS d ) ANTICIPATED FUTURE IE=611.89 1 TYPICAL HYDRANT ASSEMBLY STA 45+6].W, 0.82' L- o -I 8'STORZ FITTING FOR GROUND STORAGE TANK 10 IF 16- DIP j0.00% II W/e"GATE VALVE&BOX ME=616.46 J 4 16 GATEVALVE&BOX BYPASS PUMP SUCTION V STA=45+25.41,21.83'L 8"90°BEND 0. --_ _ - 16"DATE VALVEB BOX STA 45+]t O,6.83L } ' CONNECTION STA 44+616110.BTL IE=618.]5 ROTATE BEND DOWN TOWARD 161E 61662 8'IE=619.59 IE 611.89 X TEE@58°x ANG m p 5LF 16 DIP @4.15Y 20 LF 8"Dip �0.00% / 3LF 16' DIP 0.00% 15 LF 6"DIP @24.00% STA 45+6]OJ, 2.85'R 16"80°BEND @ 6'IE=619.58 e'.Wj B"45°BEND x F 16"x 16'TEE I i6"TEE V!/8"REDUCER 3LF 8"DIP@5T.]9% v AND GRADE BREAK > 11I O- 8"IE=fi19.59 i� I STA 45+]558, 6.83 L >a I, AND GRADE BREAK STA=45+25A1, 6.83'L g GATE VALVES BO% 3 WIE 616.61 / STA 44+61 6L I IE=fi14.J3 STA 45+fi]5.51'R (3)16'CONNECTION ti O IE=fi11.11.89 e9 LF 16"DIP @qj5%� BIE = 6i8.05 AT BUILDING I��a I, / 3LF 18"DIP @330% I 3LF 8' DIP @SJ]9%I STA =45+842J 45+80.5] 'C j _ I R' 3a LF16-DIP@4.15% 45+96.9L 46+at 03@J.OPL p i6"GATEVALVE 8BOX q5+� 16'IE-616.t] (4) 13 LF 16' DIP@ 0.00% STA=44+81.6L 8.19'L - J -i- 12 LF 18"DIP @d.15% 5LF 24"DIP@0.00% U _ _ 17 LF W DIP @0.00% V STORZ FITTING FOR IE=811.]9 _ _ EASSEMBLYAIR RELEASE BYPASS PUMP DISCHARGE / VALVE ASSEMBLY 1 / 3 I STA =OY62W, &18'R eF { ONNECTION j 6"IE=615.84 - W'J1 LF 6'DIP@0.00%• 1 8"45°BEND STA =619.588, 0.82'L W _ *16. _ 619.58 6"IE=8t8.58 j 1 96 LF24'DIP @5.30% SLF 24'DIP @0.00% W 46 LF B'DIP �� 16"GATE VALVEBOX I 24"W BEND W @ 0,00%. ANDGRADEBREAK -W W STA =45-84.2JA5+90.51. yt GATE8' 45+96.91, 46+01.83@ 5.51' R STA 44+53.49, 0.04' R ZSTA=45 VALVE B BOX IE=610.]6 L STA=d5+5J.E=615.84 163 UP 616.17 __ 8IE=615.64 (4)3LPLUG P@0.00% y1 - TEETEE UP TOWARDUCERD ISTA PLUG y ROTATEBND 58TOWARD - _ STA=4615t2], 8.32'R ty XC BEND@58"x ANGLE - - 24"IE=fit384 y -X STA=45+6J.0J,8.18' R 5LF 24-DIP @ OD0% y 2VIE=615.86 24"LATE VALVE & BOX - - - _ 1 ' y y 1 I � .... y 8"IE=fi1_6.51. _ _ ` )� -TA =46.8.i0'R ^^^ A_A.-A �yfi A A A A A 1 ..�YWe. SLEDIP @C=CU% \ 244E F'1415.0 (I ll 11PE1 (fM 4 LF 24'DIP @ 0.0( 24"CAM VALVE & BOX STA=45+72.07,11.68' R 24"IE=615.&4 �3 LF 24" DIP @ 0.00%- 24"90"BENO- A = 45+72.07, 15.18' RJ 24'IE = 615.84 310± LF TO BERKMAR DR/ a LAUREL PARK LN p INTERSECTION I Y ' 11 j m I 3 ] IF 24" PIP @ 0.00% 2V IF'TEE 6 LF 24" DIP @ 0.009 24"x 16'Tf STA= 45-W.83, 8.18' DIP @ x16"TEE ,=46+01.83, 8.18' R E = 615.84 -STA =d6+fl.46, 15.18' R 24'IE =61LM 3 IF 2V DIP @ 0.00% 24'x 16' TEE STA= 45.95.83, SAN R 24'IE=615.84 16'IE = 616.17 -6 LF 24" DIP @ 0.00% �4 Z 1�LI z 0 O a W 0 � F ^ W Z �o S � tWq tt 2Z �S'�20o Sxeer C14 C000y of Albem.rle CoomrveJon Plvo CbeckBrt- To be placed on Landscape Plans (Nvodl ooq pp 111-284-111-297 for mmpkh spesifrcadoos) L The romwlae lama rhea ne amwn on we a..: 0 Trres m be savor: O Lwitr pfolemmg (aW ide dnplim oftrees to M sevM); PLANTING LEGEND ABBREV BOTANICAL NAME COMMON NAME SIZE ROOT VP PINUS VIRGINIANA VIRGINIA PINE 6'-T S&B O UaNaa, wd Rpe I fwmg' _ - prorative O Grade Hmng Try Stree well wells- aRopmedFr Wing t or, beYrM tbe limits ofcl-rar, �1 E. Merkmp O Al�tobe Mina mkeA fnor sibnonazeleiant cleady le tCunipme:nopnnmrs. I \ print nIfl O No grating Snell begin wtrl the tree mmkmg bin hanimpeckd and appovW byaCoumy lmpector. \ aRv-0omhnatio. eanl—,: O Trs— mammas shall be mvkwal weh am wmmactos wsde. 0. Egmlrmeot Operatronv tl5toner rage ofcanatrudiw materials incltd o Heery egmpmm�ve �k�eaf�eM sin wgmd slmll mi he pe�miped wN:wtne driplimsoftreesmhe / A. S and ormmhr Oetmaoe Devmm' DS eeu;ees l�mtaa.erreN ntreram mea. Sruird cis Z01 / I UTR-s are not permidW within IW f oftM driplme oftrem m be Pavel T Tmic M Uh r- / O Toxic materZ slant not be Aoml within 100 feet of0re driplire ofaas to be laved. & Proerfiive F�eProterJve Fromm i - --'� 0 T-r to be mailed within b &n ofa propasW buildin, or grading wnviN shell be p:olcted by &ncing. / 0 Fencmgslallbem pinceacd snag be irrycnN and npproved by aCmmN lnspec.prow to grading orwmtru am / 9 T-wens / / --� / VRGINIAPNE- 3Wbe the mound level mud Im,on 1-Unntlsd,[a-ofa tsee to be saved. a u-well snnll be provided aM awmtr I- dated-IxrutUd /,fI / 6'-7' - B & B for approve!- / I TYPICAL 1B. Tree wan. / --�I r v r\I r o wbeT�:md laud meatbelnwend wenin the m;pbnealmembe me&atree watt ahallbepmvidal:nMnrnmauniw eemd rnbmiJed' i _ finwoon] /-- , / I u Tm.eme aTo.neb� / / I I Q Wben treneniwNwtbel Jsofnlearwg,itstBbeeram as far away&am&elrunksof treesmpossible.Twmlmg:mdere / / // > 1 Imge tree sM1aflbe orsideretlazwelt try wbeonrs m�timpakd t}t recesmry tremFmg sell OestroYfmkr mots / / / I 12. � / 1 o Pman ��t�og.rndl be ve mst-mmr ox�awoemet�olmnuR / i / // // / / I 13. O DamaIbelreatN immediyelY by lsmwng, Fernlimtioomodm metlmds remnmentled by etree specialist / /T I I NOTE: 12'L5THE DEVELOPER'S RPSPONSO1dITY TOUO WITH THE CONTRACTOR ON TREE CONSERVATION REQ!HU EXISTING / CELL TOWER OWNER SIGNATURE (DATE) // CON TRALTPURCHA.4Eft SIGNATURE (DATE) GENERALNOTES: 1. VI IBILITY FALL MECHANICAL EOUIPMENL FROM IHE ENTRPNCE CORRIDOR SHALL BE ELIMINATED. H+/° 2. ALL BLUE PL/WDNGS OF TREES AND SHRUB$ SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE / \ ANTICIPATED VDOT GRADING / HEIGHT, THE TOPPING OF TRESS IS PROHIBITED. \ EASEMENT P I m I SHRU&$AND IA ENS SHAUL BE PRUNED MINIMALLYANO I D / ONLY TOSUPPORT THE OVERALL HEALTH CF THE �\ ` 1 \ ANTICIPATED VDOT PUNT. 1 RIGHT-OF-WAY --- TREE GPNOPY: \ / EXI DN TREEC/WOPY W%UA,AC) PROPOSED TREE CANOPY 32%(0,51AC) A I! ` PREC N 1 20.00 UNDISTRUBEO LANDSCAPE BUFFER (IY ` yl- � TREE PF15MC TMOR 1. TREE1. TREE P�AND ROOT STEM ESTABLISHED A MINIMIZE �- $OILCOMPACDON AND ROOT $lEM&BRANCH DAMAGE __ - J �/ DURING CONSTRUCTION \ X --- __./,a 2. PLASTIC FENCING MEETING THE REQUIREMENTS OUTUNED IN GNAWER 3.350F THE VIRGINIA EROSION AND SEDIMENT CONTROLIAMEBOOKTODEFINETHETREEPROTECTIONZONE 1 " AND UNIT ACCESS. Q 3. INSTALLTREE PROTECTION FENCING ALONG PROPOSED CHAIN / - LINK FENCE AUGNMENT, FOLLOWING CLEARING & GRUBBING �� C3 ACTINIDES, AND ALONG INTERNAL CLEARING&Cd3UB81NG MITS 'l PHORTO GRADING, TREE FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR. -CONSLRUCTION NOTES. ,l _1. TREE PR TE TI N ZONES$HALL BE INSPECTED AND 1\�I%�— MAINTAINEDONAONLY BASIS. II 6A 2 NO CONSTRUCTION EQUIPMENT SUPPLIER OR DEBRIS SHALL 1 > IN / / E \ \ \ 1 1 I I I I \ \ \ \ \ 1 I I I I I \ I \ \ \\ \ \ \ \ \ \ \ \ \ \\ I I I II I I I I I I I I \ \ \ \ \ 1 \ \ \ I I I I I I I I I I I I\ \ \ \ \ 1 1 \ \ \ I I I I I I I I \\\ \ \ \ \ \ \ \ 1 \ \ I I I I I I I I I I I I I I I I I I II I I i I o d e -- I �ILs sal n 20I9 UNOISTRUBEO IANUSCAPE BUFFER(TYP) i 10o'(ivP) x ______ # • �/� I� i i Iw i II `I � so sin\\ � ✓ I II I\jam I I I I II 1 �1 77� � Ira I I I ANTICIPATED FUTURE IV I I I p I I� GROUNDSTORAGE I I I I U� r TANK (TYP) m I' srak 10 KN I / I II I / I I I I \ I I I\ I I I \ I I \ \ I I \ \ I I \ \ I I \ r� 200' UNDISTRUSED UANUSCAPE BUFFER MR) l l l 1 1 I I I I \ I e I BIORETENTION BASIN I //- i SEE SHEET C13 FOR / / / I a PLANTING DETAILS 1 x l I I l l gbA / I I HE ALLOWID IN TREE PROTECTION ZONES. -_ - - 3. GRADE CHANGES AROUND TREES SHALL BE AVOIDED. IF THE -'i �� _ — \ ........ I / *6ry ' GROUND LEVEL MUST BE BASED OR UCNERED MIAIN THE '. DRIPLINE OFA TREE,AGON$LRUCTION OETAILFOR ATREE X WELLORTREEWALLMUSTBESUBMNTEDTOTHECOUNTYFOR APPROVAL -�' \ -� - 26 �� 0. DAMAGEOTREES$HALLBETREATEOIMMEOIATELYBY ' OR OTHER ___ ------c_�_ - _ /200' PRUNING, FERTILIZATION METHODS RECOMMENDED BY ATREE $PECWJSL. ;5. REMOVE AND REPLACE TREE PROTECTION FENCING WITH \ \ \\ ` \\ \`�— UNDISTRUBED LANDSCAPE BUFFER QYP) PROPOSED CHAIN LINK FENCING, WHEN ABLE. PROPOSED FENCING$HALL SERVE - CHAIN LINK AS TREE PROTECTION FENCING FOR REMAINDER OF PROJECT, FOLLOWNG REMOVAL \ \ \ \ \ I \ -_ OFTREE R20TEODON FENCING. \ \ 1 -POST CONSTRUCTION NOTES: Y_ REMAINING TREE PROTECTION FENCING SHALLBE REMOVED- N / O � ` � ro I Pal ���_ � I / ✓ --1 V J \ V / �J' -'` m LLJ - / b9s'/ / I / / m rah Z 1�, u 1�GI z O U W O Piz a S Z � W < rc Q ¢ _ > W Fz- :s z Z 0 O oiI p F . w W H l Q Q 3 a Q F a z m a a K Z or an 8 P�F' zF 2 y } Y z E Z. Z 0 PamP�'' 1J 2 SHEET C15 GENERAL EROSION AMID SEDIMENT CONTROL NOTES: EST: UNLESS OTHERNA$E INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1M AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE ADMINISTRATOR MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRELONSTRUCLON CONFERENCE, TWO WEEKS PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO ME FINAL INSPECTION. THE NAME OF ME RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO THE ADMINISTRATOR TWO WEEKS PRIOR TOACTUAL ENGAGEMENT IN THE LAN0.OSTURBING ACTVTY SHOWN ON ME APPROVED PAW_ IF THE NAME IS NOT PROVIDEDPRIMTOENGAGINGINMEL 0.DISMR INGAMNITY,MEPLAN'$APPROVALWILLMREVOKED. E :ALL EROSION BE PLACED PRIOR TO OR AS ME FIRST STEP IN CLEARING. ESA: A COPY OF ME APPROVED EMC PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES ESA: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN ASEAN OTHER THAN INDICATED ON THESE PWJ$ (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREAS), ME CONTRACTOR SHALL SUBMIT SUPPLEMENTARY ESSC PLAN TO THE ADMINISTRATOR FOR REVIEW AND APPROVAL. ESB: ME CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF MY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY ME INSPECTOR. ES T: ALL DISTURBED AREAS ARE TO GRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES WRING LAND DISTURBING ACTNITE$AND DURING SITE DEVELOPMENT UNTIL FINAL 5TABIUZATIW IS ACHIEVED, AFTER WHICH, UPON APPROVAL BY ME INSPECTOR, ME CONTROLS $HALL BE REMOVED. TRAPPED SEDIMENT AND ME DISMISSED SOIL AREAS RESULTING FROM ME REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. E", WRING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: ME CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFFPRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN ME EFFECTIVENESS OF ME EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. BEEN TRANSPORTED ONTO PAVED OR PUBLIC ROAD SURFACE, ES11: SEEDING OPERATIONS SMALL BE (NOTATED WITHIN T DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER MAN 14 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. 1. NO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL ALL PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED AS PER CONTRACT DRAWINGS IF CLEARING IS REQUIRED FOR INSTALLATION OF A PARTICULAR MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST; CLEARING OF THE LAND NECESSARY MAY THEN PROCEED. 2. ONCE ALL MEASURES HAVE BEEN INSTALLED, THE SITE SHALL BE CLEARED AND GRUBBED AS NECESSARY WITHIN THE LIMITS OF DISTURBANCE AS PER THE CONTRACT DRAWINGS. EFFORTS SHALL BE MADE TO MINIMIZE THE AMOUNT OF CLEARED AREA EXPOSED AT ANY GIVEN TIME 3. ONCE CLEARING AND GRUBBING IS COMPLETE, ANY NECESSARY TOPSOIL STRIPPING MAY BEGIN. TOPSOIL SHALL BE STOCKPILED ON SITE IN ME STOCKPILE AREAS PER ME CONTRACT DRAWINGS, THE STOCKPILE SHALL RECEIVE SUCH TEMPORARY SEEDING MEASURES AS MAY BE REQUIRED. ANY SOIL TAKEN ORMITE SHALL BE STOCKPILED AT LOCATIONS WITH ALL REQUIRED PERMITS IF OFFSITE LOCATION DOES NOT HAVE ALL REQUIRED PERMITS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. T DEMOITION, EARTHWORK AND CONSTRUCTION OPERATIONS MAY BEGIN ONCE TOPSOIL HAS BEEN REMOVED AND STOCKPILED, S. ALL PIPES SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON ME UPHILL SIDE OF ME TRENCH. PIPING SHALL BE CAPPED AT THE END OF EACH DAY'S WORK TO PREVENT SEDIMENT FROM ENTERING. ME TRENCH SHALL BE BACKEILLED AT THE END OF EACH DAYS WORK AND THE DISTURBED AREA SEEDED AND MULCHED NTHIN SEVEN m DAYS OF BACKFILL 6. ALL INLETS SHALL HAVE INLET PROTECTION INSTALLED IMMEDIATELY AFTER INSTALLATION. T. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WIMIN SEVENm DAYS TO DENUDED AREAS THAT MAY NOT BEAT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER MAN FOURTEEN (14) DAYS, EXCEPT FOR THAT PORTION OF ME SITE ON MACH WORK WILL BE CONTINUOUS BEYOND FOURTEEN (14) DAYS. 8. ONCE CONSTRUCTION ACTMTIES ARE COMPLETE, FINAL GRADING MAY BEGIN. 9. UPON COMPLETION OF FINAL GRADING, PERMANENT SEEDING, MULCHING AND FERTILIZATION MEASURES SHALL BE EMPLOYED ON ALL DISTURBED AREAS. PERMANENT SOIL STABILIZATION 1_ THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTMTY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WM BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 62502TO EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS ME FIRST STEP IN OEMMIS, C A COPY OF ME APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON ME SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLAN$(INCLUDING, BUT NOT LIMITED TO OFFSITE BORROW OR WASTE AREAS), ME CONTRACTOR MALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO ME OWNER FOR RENEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. ME CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY T. ALL DISTURBED MEAN ME TO GRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LOUD DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL RN STABILIZATION 1$ ACHIEVED. S. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. ME CONTRACTOR$HA-L INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT MY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROWAREA 11. ALL WASTE MATERIALS SHALL BE TAKEN TOM APPROVED WASTEAREA FARM FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 1Z BORROW OR WASTE AREAS ME TO BE RECLAIMED WITHIN] DAYS OF COMPLETION PER ZONING ORDINANCE SECTION SA 28. 13. ALL INERT WTERIALS$HALL BE TRANSPORTED IN COMPLAWCE WITH SECTION 1"01 OF ME CODE OF AMEMARLE, 14. BORROW, FILL OR WASTE ACTMTY INVOLVING INDUSTRIALTYPEPAVER EQUIPMENT WALL BE LIMITED TO ME HOURS OF TRAM TO 800PM. ES -II: ME CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING$URFACE AND AIR MOVEMENT OF DUST FROM EXPOSED ROILS NMICH MAY PRESENT HEALTH SHALL BE APPLIED WIMIN SEVEN m DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE. OF THE SITE ALL REMAINING EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNR- 15.BORROW, FILL OR WASTE ACTIVTY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO ME ENTIRE SITE HAS BEEN STABILIZED. MINIMIZE MY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LOUD AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC ES-13: A VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT FOR THE DISCHARGE OF STORMWATER FROM STREET BECAUSE OF SUOES, SINKING, OR COLLAPSE CONSTRUCTION ACTIVITIES IS REQUIRED FOR PROJECTS DISTURBING I ACRE OR GREATER. VISIT CEO'$ CONSTRUCTION GENERAL PERMITWEB PAGE AT ME 10. ONCE PERMANENT STABILIZATION HAS OCCURRED AND APPROVED BY INSPECTOR, FOLLOWING LINK FOR MORE INFORMATION: TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE REMOVED. ANY AREAS DISTURBED BY 16. ME DEVELOPER SHALL RESERVE ME RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER HTTP:IhWVNDEp $]ATE.VAUSIPROGRAMSNYATER/STORMWATERMANAGEMENTN$MPPERMITS/CON$TRUCTIONGENERALPERMITASPX THE REMOVAL OF THESE MEASURES SHALL BE RETURNED AS CLOSELY AS POSSIBLE TO MANAGEMENT FACILITIES WHERE APPUCABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGMETRE$S OF ME SALE ORIGINAL CONDITION AND SEEDED, MULCHED AND FERTILIZED. OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF ME PROPERTY. MSTENTNTH 9VACMESCIP MOST BE CONSISTENTME CRITERIA, TECHNIQUES A VESPE MUST BE 1T. TEMPORARY STABILIZATION$HAIL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 I-WIACRE AND IN THE MONTHS ALLIZA IO DEN DED AREAODS 1. PERMANENT OR TEMPORPAY$OIL STABILIZATION SHALL BEPPPLIEO TO DENUDED AREA$YWMIN SEVEN GAYS AFTER FINAL GRADE IS REACHED ON MY PORTION OR TEMPORARY RY S B OFMESITE TEMPONMYSOIL$TABILIZATION SHALL BE APPLIED WITHIN SEVEN GAYS TO DENUDED OF SEPTEMBER TO FEBRUARY TO CONSIST A WN MM OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ME TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, MURSHMISF. ALMRNATNE$ ARE SUBJECT TO APPROVED BY ME COUNTY EROSION CONTROL INSPECTOR. 2. DURING CONSTRUCTION OF ME PROJECT, SOIL STOCK PILES AND BORROW MEAN WALL BE$TABILIZEO OR PROTECTED WTHSEDIMENT MAPPING MEASURES. ME APPLICANT IS RESPONSIBLE FOR ME TEMPORARY PROTECTION AND PERMANENT STABILRATION OF ALLSOIL STOCKPILM ONSITE A$WELL AS BORROW AREAS AND SOIL INIERMORALLY TRANSPORTED FROM ME PROJECT SIM 18. PERMANEM$TABILUATION SHALL BE UME AND FERTILIZER.PERMANENT SEEDING, AND MULCH PER VESCI 3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMNJENRY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE APPLICATION OF TIME AND FERTILIZER SHALL BE DETERMINED BY SOIL TESTING EXCEPT UNDER UNUSUAL( ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. NOT POSSIBLE AGRICULTURAL GRADE LIMESTONE $HALL BE APPLIED AT NU&MINKISE INCORPORATED IN C SEDIMENT BASINS AND TRAPS, PERIMETER DIKES,SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED ASAFIRST STEP IN ANY IANDDHWURBING ACTNOY AND$HALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND SOIL. FERTILIZER $HALL BE APPLIED AT IOWLBS/ACRE MO CONSIST OF A 102010 NUTRIENT MR. PERMANE DISTURBANCE TAKES PLACE. APPLIED AT 1 WLWfMRE AND CONSIST OF 05%KENTUCKY 31 OR TALL FESCUE AND GA%PERENNIAL RYEG SUBJECT 5. STABILIZATION MEASURES SH BE APPLIED TO FARMEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. BLUEGRASS STRAW MULCH IS TO BE APPLIED AT SOLBSTWSF. ALTERNATIVES ARE TO APPROVED CONTROL INSPECTOR. 0, SEDIMENT TRAPS AND SEDIMENT BA$INS$HALL BE DESIGNED AND CONSTRUCTED EASED UPON ME TOTAL DRAINAGE AREA TO BE SERVED BY ME TRAP OR BASIN. A ME MINIMUM STORAGE CAPACDY OF A SEDIMENT TRAP SH BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND ME TRAP$HAll ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. 19. MAINTENANCE ALL MEASURES ME TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE & SURFACE RUNOFF FROM DISMISSED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. ME MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 1M STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ME TO BE CLEANED WHEN 50%OFTF CUBIC YARDS PER ACRE OF DRAINAGE AREA ME WTFALLSYSTEM SHALL, AT A MINIMUM, MAIWAIN ME STRUCTURAL INTEGRTY OF ME PASS DURING A 2SYEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATION$SHAJL FILLED WITH SEDIMENT. ALL SEEDED ASEAN ME M BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD CORRESPOND TO BARE EARTH CONDITION OR MORE CONDITIONS EXPECTED TO EXIST WHILE ME SEDIMENT BASIN 1$ UTILIZED. FENCE AND DNER$ION DYKES NMICH ARE COLLECTING SEDIMENT TO RATE THEIR HEIGHT MUST BE CLEAN( T. CUT AND FILL SLOPES SHAUL BE DESIGNED AND CONSTRUCTED INA MANNER THAT WILL MINIMIZE EROSK)N.SLOPES THATARE FOUND TO BE ERODING EXCESSIVELYNAMIN ONE YEAR OF PERMANENTSTABILPADON SNAIL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURE$ UNTILTHE PROBLEM IS CORRECTED IMMEDIATELY. GRASS. SILT B. CONCENTRATED RUNOFF SHN.L NOT FLOW DOWN CUT OR FlLLSLOPES UNLESS CONTAINEO WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE GRAIN STRUCTURE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WTHIN 30 DAY$ OF FINAL$RE$TABILIZADON, WHEN MEA$URESARE NOLONGER NEEDEO,$UBJECT TOAPPROVAL BY ME COUNTY EROSION CONTROL INSPECTOR. 8. WHENEVER WATERSEEM FROM ASLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION$HALL BE PROVIDED. 10_ ALL STORM SEWER INLETS THAT ARE MADE OPERABLE WRING CONSTRUCTION SHALL BE PROTECTED SO THAT SEOIMENT{AOEN WATER CANNOT ENTER ME CONVEYANCE SYSTEM WTMOLT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 2L THIS PLAN SMALL BE VOID IF ME OWNER DOE$ NOT OBTAIN A PERMIT NMHIN I- YEAR OF ME DATE OF APPROVAL(WPO BECTON M BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONA. ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH ME CONVEYANCE 17.204C) CHANNEL AND RECEIVING CHANNEL 12. WHEN WORK INA LNEWATERWURSEIS PERFORMED, PRECAUTIONS SHALL BETAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORTANOSTABOZE ME WCRKAREATO ME GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONEROOIBLE U PERMANEWVEGFTATION SHALL BE INSTALLED ON ALL DENUED AWASWIMIN NINE (9) MONTHSAFTERTHE DATE OF LAND MATERIAL SHALL BE USED FORTHE CONSTRUCTION OF CAU$FNAY$AND COFFERDAMS. EARMEN FILL MAY BE USED FOR THESE STRUCTURE$IFARMORED BY NONERWIBIE COVER MATERIAL$. DISTURBING ACTIVITY COMMENCED(V SECTION 17-2070). 13. WHEN A LIVE MTERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TRACE IN ANY SIX-MONTH PERIOD, ATEMPORARYWHICUWRSTREAM GROWING CONSTRUCTED OF NONEMDIBLE MATERIALSHALL BE PROVOED. 23. STMILIZATIONOFOISNRBEOMR WILLBEINNATEDIMMEOWTELYWHFNEVERMYCIA lING,EXCAVATINGMOMFR IC ALL APPLICABLE FEDERAL$TATEAND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET ,GR LAN0.OSTURBING ACTMDES HAVE PERMANENTLY CEASED ON ANY PORTION OF MERE OR TEMPORARILY CEASED ON MY M THESEO AND BANKS OF AWATERCOURSE SHALL BE STABILIZED IMMEDAMLYAFTER MRK IN THE WATERCOURSE IS COMPLETED. PORTION OF THE STIEAND WILL NOT RESUME FOR A PERIOD EXCEEDING MDAYS. 16, UNOERGROUWUTIUTYUNES$HALLBEIN$TA MINAGCOMMCEWMTH EFOLLONINGSTANOAROSINAODIUONTOOMERAPPLICABLECRRERIA: A NOMORETFWNWOUNEARFEETOFTRENCHMAYBECPENMATONETIME. B. EXCAVATED MATERI4ISMALL BE PLACED ON THE UPHILL SIDE OF TRENCHES ALBEMARLE COUNTY GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: C. EFFLUENT MOM DEWATERING OPMVUlTNS$HM- BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE OR ROM, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOANG STREAMS OR OFF -SITE PROPERTY. O. MATERIAL USED FOR BMKFIWNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILZATION. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN ME DEVELOPMENT WILL BE MADE BY ME E RESTABILMATIONSHALL BE MCOMPUSHED IN ACCORDANCE WHH THIS CHAPTER COUNTY. ME CONTRACTOR MUST NOTIFY ME DEPARTMENT OF COMMUNDY DEVELOPMENT (290-5932)48 F. APPLICABLE SAFETY REQUIREMENTS SHPII BE COMPLIED WITH. HOURS IN ADVANCE OF ME START OF CONSTRUCTION. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE ME TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO ME PAVED SURFACE. MERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, ME ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT WALL BE REMOVED FROM ME ROADS BY SHOVELING OR$WEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET 2 UPON COMPLETION OF ENE GRADING AND PREPARATION OF ME ROADBED SUBGRADE,ME WASHING $HALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER IAN0.01SMMING ACTNITIES. CONTRACTOR$HALL HAVE CBR TESTS PERFORMED ON ME$UBGRADE MIL THREE (3) COPIES OF ME TEST RESULTS SHALL BE SUBMDMD TO ME COUNTY. IF A SUNSHADE SOIL CBR OF 10 OR GREATER IS 18, ALLTEMPORARY EROSION AND SEDIMENTCONTROL MEASURES SHALL BE REMOVED WTHIN W DAYS AFTER FINAL SIM STABILIZATION OR AFTER ME TEMPORARY MEASURESARE NO LONGER NEEDED, UNLESS OMERWISEALMORIZEO BY ME VESCP AUTHORITY. NOT OBTAINABLE AREVI$ED PAVEMENTOESIGN SFULLL REMADE BY ME DESIGN ENGINEER AND TRAPPED SEOIMENTANO ME DISTURBED MILAREAS RESULTING FROM THE DISPOSITION OFTEMPORARY MEASURES SHALL BE PEREMNENTLYSTABILIZEO TO PREVENT FURTHER EROSION AND SEDIMENTATION. SUBMITTED MR THEMST RESULTS FORAPPROVAL 19. PROPERTIES AND WATERWAYS DOWNSTREAM MGM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DMOSFLON. MWON AND DAMAGE DUETO INCREASES IN VOLUME, VELOCITYAND PEAK FLOW RATE OF STORMWATER RUNOFF FOR ME STATED FREQUENCY STORM OF 2LHOUR DURATION IN ACCORDANMEMH ME FOLLOVANG STANDAROSANO CRITERIA STREAM RESTORATION AND RELOCATION PROTECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN- MADE CHANNELS AND SHALLBE 3. SURFACE DRAINAGEANO PIPE DISCHARGE MUST BE RETAINED WHIN ME PUBLIC ROHT-OF-WAY OR EXEMPTFROMANY FLOW RATE CAPACTIY ANO VELOCITYREMIREMENTS FOR SATURATOR MANMADECHANNELS: W1MINEASEMENTSPRIORTOACCEPTANCEBYTHECOUNTY.ALLDRAINAGEWTFALLEA$EMENMS TO A CONCENTRATEDSTORMWATER RUNOFF LEAVING A DEVELOPMENT SIMSHALLBE DISCHARGED DIRECTLY IWO AN ADEQUATE NATURAL OR MAN- MADE RECEIVING CHANNEL, PIPE OR STOW SEWERSYSTEM. FOR THOSE$RESNMERE RUNOFF IS DISCHARGED IWO A BEFXTENDMTOABOUNO UNEMAMATU WATERCOURSE. PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES ATTHE OLMALL OF ME PIPE OR PIPE SYSTEM WALL BE PERFORMED. C GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN ME FOLLOWING MANNER: TREATMENTS WILL BE HELD VERIFIED AT ME TIME OF CONSTRUCTION MOTIONAL GUARDRAIL MAY BE 1 MEAPPUCANTSHALLDEMON$TRATETMTMETOTKDR MGEAREATOMEPOIWOFANALY$ISWTHINMECHANNELI$10UME$GRFATERTHPNTHECONNOBUTINGDR MCEMR OFMEMOJECTINMESTION'OR O REQUIREDATLOCATIONS NOT SHOWN WHEN,S DESIGNEE, OPINION$H COUNTYENGINEER.FOUR (2) ELLB WILLNOT CHANNEL RANKS NOR SIONBANK OF BEE OR BANKS; ANALYZED BYMEUSE OFABE TO VERIFYTHATULYEAR IT IS EQ LL BE 4) FEEL EMEDGE LOF DDER ANDCHANNEL ANALZEDYEAR BY HATOVERTOP AL PREVIOATURAL USLYSTRUCT D CHANNEIS$HALL BE ANALYZED BY ME USE OFAIOYEAR STORM TOVERIFYTNAT STORMWATER IMLLNOT OVERTOP ITS B4NK$ANOBYTHE USE OFATWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER TALL NOT ALL STORM T OVERTOP ITS FPAVEMENT T THE FACEVADMSSHAFSET FROM OFGUARREO,IT MD FROMMEEWEVEN(7)MENTTO THE FACE OF GUARDRAIL ANO ROADWAY SHOULDER WIEM$$HALL BE CA OF CHANNEL CAUSE EROSION OF CHANNEL RED BANK$; PALE OR RANKS; INCREASED TO SEVEN m FEET AND $HALL THE STORM TO ELS FY THAT QUL HINMy ME PIPE OR SYSTEM.MERE PIPE$MIDSTORM SEWEAL ONSTRUCTEDM WMADE CHANNAR CC CEBMGMS OR PRIL ONPIPESARE NOT AD UATE. EAPPLI ANT OUS10-YEAR OOVERTOE CHANNELS C. IMPROVE 5, URBAN GROW RESOENMLERNEWAY ENTRANCES WALL MECHNNLS TO AGCDITIONSORE A BLOWANDAAYYEAT STORM NOT CAVE EROSION (1) IMPROVE ME CHANNELS TOACONOITION WHEREA I0.YEAR$TORM WALL NOT OVERTOP THEBANKS ANEATWO-YEAR STORM WILL NOT CAUSE EROSION TO ME CHANNEL, MEBSU, OR THE BANKS; CONFORTOVEOTMIRA.WSAREINSTN.IEE,ALL CONFORM TOVDOTCGB(A, B. OR C). (2) IMPROVE ME PIPE OR PIPE SYSTEM TO A CONDITION WHERE ME 10YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; 8. WHERE RURAL MOM SECTIONS ME INSTALLED, ALL RE$SIAL ENIDRIVEWAY ENTRANCES SHALL (3) DEVELOP A SUE DEIGN THAT WILL NOT CAUSE ME PRE- DEVELOPMENT FEM RUNOFF RATE FROM A LAID YEAR STORM TO INCREASE WHEN RUNOFF OUIFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE ME PRE DEVELOPMENT PEAK RUNOFF RATE FROM A CONFORM TO VWT STANDARD PE-1. UFYEAR STORM TO INCREASE WHEN RUNOFF ODIFALL$ IWO A MAN-MADE CHANNEL; OR (4) PROVIUE ACOMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THEVESCP AUMORITYTO PREVENT DOWNSTREAM EROSION. T. COMPLIANCEMIA ME MINIMUM PAVEMENTWOM, SHOULDERWOM AND OUCH SECTIONS, AS SHOM O. MEMPUCATSHALLPROMDEEVOENCEOFPERMISSIONTOMAKEMEIMPROVEMEWS. ONMETYPICAPAVEMEWSECUONDETAILSHALLBESTRICTYAOHERMTO. E. ALLHYOROLOGICMN YSE$$HALBEBA$EOONMEEKISTINGWATER$HEOCHARACTERISTIC MDN EULUMATEOEVELOPMENTCONDRIONCFMESUWECTPROJECT F. IF ME APPLICANT CHOOSES AN OPTION THAT INCLUDES$TORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THEVE$CP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. ME PUN SHALLSET FORTH ME MAINTENANCE REQUIREMENTS OF ME 8: ROAD PLAIN APPROVAL FOR SUBDIVISIONS IS SUBIECTTO FINAL SUBDIVISION PIATVAUDATION. SHOULD FACILITY AND ME PERSON RESPONSIBLE FOR PERFORMINGTHE MAINTENANCE ME FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVALOF G. OUTFM MGM A OEIENUON FACILITY$HALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS$IULLL BE PLACED ATME OUTALL OFALL DEIEWION FACILITIES AN NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACKTYTO ME THE$EPLAN$SHALLBENULLANDVOO. RECEIVING CHANNEL 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM NTH THEVIRGINW MANUAL FOR UNIFORM H. ALLONSRE CHANNELS MUST BEVERIFlEDTO BEADEQUATE TRAFFIC CONTROL DEVICESANO ME ALBERMARIE COUNTY ROAD NAMINGANO PROPERTY NUMBERING I. INCREASED VOLUMES OF SHEET FLQMMAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTYSHALL BE DIVERTED TO ASTABLE OUTLET, ADEQUATE CHANNEL, PIPEOR PIPE SYSTEM, OR TO A DETENTION FACIETY. ORDINANCE AND MANUAL J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL OEVELCPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, ME DEVELOPMEW, AN A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT HYDROLOGIC PARAMETERS THAT REFLECT ME ULTIMATE DEVELOPMENT CONDITION SMALL BE USED IN ALL ENGINEERING CALOUTAUONS. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY ME K ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER MICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF ME STATE DEVELOPER AMEN, IN ME OPINION O ME COUNTY ENGINEER, OR DESIGNEE THEY ARE DEEMED L MY PUNT APPROVED PRIOR TO JULY 1.2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACDY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMAADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND NECESSARY IN MOM TO PROVIDE SAE AND CONVENIENT ACCESS. VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS IF ME PRACTICES ME DESIGNED TO DETAIN ME WATER DUALLY VOLUME AND TO RELEASE COVER N$HOURS ;(11) DETAIN AND RELEASE OVER A 2THOUR PERIOD ME EXPECTED RAINFALL RESULTING 11 ME SPEED UNITS TO BE POSTED ON SPEED LIMIT SIGNS ME 5 MPH BELOW THE DESIGN SPEED, OR AS FROM ME ONE YEAR,2,FHOUR STORM AND(111) REDUCE ME ALLOWABLE PEAK FLOW RATE RESULTING FROM ME 1.52, AND 10.YEAR,N-HMRSTORMS M A LEVEL THAT IS LESS THAN OR EQUAL TO ME PEAK FLDW RATE FROM ME SITE ASSUMING IT WA$ IN A GOOD DETERMINED BY VEOT FOR PUBLIC ROADS_ FORESTED CONDITION, ACHIEVED THROUGH MUWPUCATION OF ME FORESTED PEAK FLOW RATE BY REDUCTION FACTOR THAT IS EQUAL TO ME RUNOFF VOLUME FROM ME SIM MEN IT WAS IN A GOOD FORESTED CONOTUON DIVIDED BY ME RUNOFF VOLUME MOM ME SITE IN ITS PROPOSED CONOUON, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO§02.1J A&.54 OR 62. iM. 15:S5 OF ME 12. VMT STANDARD M-1 OR CO-2 CROSSDRAIN$TO BE INSTALLED UNDER ME SUBBASE MATERIAL AT ALL ACT, CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHORN ON ME ROAD PROFILES. M. FOR PLANS APPROVED ON AND AFTER JULY 1,2014, ME FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF§02.t*L1K52A OF MEACTANO THIS $UB$ECUON$HALL BE SATISFIED BY COMPLIANCE MR WATER MAWITY REQUIREMENTS IN ME WORMWATER MANAGEMENTACT(§6ZAi A524 ET$EO OFME CODE OF VIRGINIA AND ATTENDANT REGULAUON$,UNLESS SUCH -AND-DISTURBING ACTIVITIES (1) MEIN ACGOROANCEWTH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OFAPPROVED DESIGN GRUERIA IN 13, AVOEO CAMERA MSPECUON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS UNTARE DEEMED BVAG25870470RGRPNOAMMINGINWV 25AT048OFMEMRGINMSTORMWATERMMNAGEMENTPRCGRAM(VSMP)REGULATION,INMICHCASEMEFLOWRATECAPACITYANOV M]WREQUIREMENTSOF§U.1-04.15.UACFMEACTSHALLAPPLY,OR(11)ARE INACCES$IBLETOVWTORCOUNIYINSPECTION$.MEVOEOIN$PECUONSHALLBECONDUCTEOIN EXEMPTPURSUANTTO§6214CM5 CTCFTHEACT. ACCORDANCE NM VDOP$VIDEO CAMERA INSPECTION PROCEDURE AND NTH A VOOT OR COUNTY INSPECTOR PRESENT N. COMPLIANCE WTIH ME WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC2587DRSOF ME VIRGINIA$TORMWATER MANAGEMENT PROGRAM(VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. €Ra9�o� 95oSQ� Z r- U z O U -a W) O T= W p p z F K Q O S Z f U < op Q od 3 ' K Z V z O V G V N Q l Q 3 a Q 6 $ m Z Q Q K N W O <2 K 2 W YAW, WCWCS Fz 2 �J SHEET C16 MZ an N 2 Z EXISTING RIGHT OF WAY PERMANENT EASEMENT PROPERTY LINE HORIZONTAL CONTROL POINT BENCHMARK • SURVEY MARKER �Y SOIL BORING SANITARY SEWER AND MANHOLE FM FORCE MAIN AND LIFT STATION SANITARY SEWER SERVICE & CLEANOUT WATER MAIN, HYDRANT, VALVE AND MANHOLE WATER SERVICE AND CURB STOP BOX STORM SEWER. MANHOLE AND CATCH BASIN CULVERTAND APRON ENDWALL �� GAS MAIN, VALVE, VENT AND METER D HANDHOLE O— BURIED FIBER OPTIC CABLE AND MANHOLE — T-BUR 1 "' BURIED PHONE CABLE, PEDESTAL AND MANHOLE rv-BUR--..rvE F BURIED TV CABLE, PEDESTAL AND MANHOLE E 0� BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE. TRANSFORMER AND METER OVERHEAD WIRE, POLE AND GUY WIRE # LIGHT POLE ® TRAFFIC SIGNAL -¢- STREET NAME SIGN �- SIGN (NON STREET NAME) i! H! iirrr RAILROAD TRACKS DECIDUOUS AND CONIFEROUS TREE Q"" BUSH/SHRUB AND STUMP Yl EDGE OF WOODED AREA uP a�4�ialUlClq BUILDING x FENCE (UNIDENTIFIED) x BARBED WIRE FENCE xC CHAIN LINK FENCE xF ELECTRIC WIRE FENCE xm WOOD FENCE xww WOVEN WARE FENCE PLATE BEAM GUARDRAIL ❑ ❑ ❑ CABLE GUARDRAIL oP POST/BOLLARD �wwwv� RETAINING WALL PROPOSED 6+00 L STREET CENTERLINE RIGHT-0E-WAY PERMANENT EASEMENT TEMPORARY EASEMENT ----------------- CONSTRUCTION LIMITS O j SANITARY SEWER, BULKHEAD AND MANHOLE FM FORCE MAIN SANITARY SERVICE AND CLEANOUT WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE QQ 1 H ID WATER VALVE MANHOLE, REDUCER, BEND AND CROSS F WATER SERVICE AND CURB STOP BOX -- STORM SEWER, MANHOLE AND CATCH BASIN CULVERT AND APRON ENDWALL ___-_____ DRAIN TILE �— DITCH/$WALE RIPRAP A Y STREET NAME SIGN l SIGN (NON STREET NAME) YWWVWV- RETAINING WALL MISCELLANEOUS PROPOSED ...... WOVEN WIRE FENCE xWD WOOD FENCE xH ELECTRIC FENCE xc CHAIN LINK FENCE BARBED WIRE FENCE x FENCE ❑ ❑ ❑ GUARDRAIL TV -DUCT TV DUCT TV CONDUIT —TV-OH —W-OH — OVERHEAD TV T-DUCT PHONE DUCT PHONE CONDUIT — TAH — LOH PHONE OVERHEAD OR OIL PIPELINE G NATURAL GAS MAIN F&DUCT FIBER OPTIC DUCT Fo FIBER OPTIC CONDUIT H N STEAM TREE PROTECTION FENCE �SUPERPAVE SM B.SA T SURFACE COURSE Y ti_ EIUSTINGTREE FENC94G FABRIC ORANGE MIRASAFE 4� METAL T POST CA WOODEN 7X+ =CDEXISTING 10' MAX SPACING GRADE TO MIRAFI MIRASAFE OR AN APPROVED EQUAL STAPLETO POST -TO -POST VERTICAL ZK4 OR TIE TO METAL T POSTS. NOTES: MAINTENANCE REQUIREMENTS: 1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF 1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING 0.5 IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLAN$. INCH OR MORE OF RAIN. DO NOT ATTACH FENCE MATERIALS TO TREE$. 2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS OF A 2. REPAIR OR REPLACE DAMAGED FENCING IMMEDIATELY. MINIMUM OF 1.5' FROM THE TRUNK OF TRUNK FOR EACH INCH OF DBH (DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING SHOULD BEA 3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED. NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING OF EQUIPMENT OR STOCKPILING OF SUPPLIES. 4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGE AREAS CLEANLY AND KEEP -EXPOSED ROOTS MOIST BY SPREADING PEAT MOSS, MOIST 3. "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI TOPSOIL, OR MOIST MULCH. NO PAINT IS NEEDED. CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. 5. FENCING SHALL BE INSTALLED SUCH THAT NO TREE BARK 4. ONE SIGN PER 5V OF TREE PROTECTION FENCING SHALL READ: "TREE DAMAGE OCCURS. IF SUCH DAMAGE DOES OCCUR, ONLY A PROTECTION AREA/DO NOT ENTER AREA/PARA PROTECCION DE LOS CERTIFIED ARBORIST SHOULD DO ANY BARK TRACING. NO PAINT ARBOLES/ PROHIBIDO ENTRAR" IS NEEDED. FILTER SUB -GRADE TYPICAL PARKING LOT SECTION Nis t GUAI ASPHALT BASE COURSE ERPAVE BM 25.0. AGGREGATE i,SE COURSE u O U (Sj o m p O z a o x Z U S Q 00 Od 3 ' Z z rc O m O O Q rc V a Q� � 3 a Q w a Z m Z Q Q o< G &E a Zd �� � o a e � O Z� tom " SI6LT DC01 GRADE - RESTORE ALL NCE DUE TO INSTALLATION IN -KIND WATERTIGHT FRAME & COVER /-(PRONDED BY RWSA) COVER TO SIT FLUSH WITH GRADE RINGS MAY BE REO'D (12" MAX.) IFNIM- eD• SEE NOTE 3 10" TALL ARV ASSEMBLY DOG -HOUSE SECTION: 2" NET ADAPTER & CAP ALL VOIDS TO BE FILLED 2" COW STOP WITH BRICK & GROUT 16"/24" x 2" TAPPING SADDLE 3' MINI -i RWSA 16"/24" WATER MAIN - 2) NOTES: 1. CONCRETE SUPPORT BLOCKING SHALL BE OF SUFFICIENT LENGTH AND WIDTH TO OVERHANG MANHOLE BY 6' AT ANY POINT. 2. IF THE CORP STOP INSTALLED ISN'T NPT AN ADAPTER SHALL BE USED TO TERMINATE THE INSTALL AS NPT (WITH A CAP ON THE END). 3. CONTRACTOR TO VERIFY MANHOLE SECTION HEIGHT BASED UPON TEST PITS. MANHOLE SHALL BE SIZED SUCH THAT THE TOP OF ARV (WHEN INSTALLED) IS 6' - 15' FROM COVER. MUEUFIR 5- Z FLUSH TYPE FIRE HYDRANT OR APPROVED EQUAL RUSH BOX LID � T GU. FT ANN 2503 P S.I. CONCRETE BASE ANDTHRUST BLOCKAGAINST UNDISTURBEDOR COMPACTED STABLE SOIL PLACE 5' CONCRETE "WITNESS" POST IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE � MIN ry Lit BINGHAM Sc TAY it / J L I IESQUALW E) APPROVED 4905 M.J. GATE VALVE WATER .1111h 1 1 d b h• LINE -8 2'x 2' BEARING AREA. \/Vb/ .G 6" Side View _ 3' MIMI aeHlll"U" of IESX 4 Q GDIMnbed Steel Be.., W12 x 14 (.in. she) 3' Nth. penetrMion Into undisturbed soil v approved by the RWSA.p ANCHOR BOLT ON CENTER UNE OF BEND. - FOR BENDS 10" THROUGH le USE 2 STRAPS ON BEN05 ADJACENT TO SELLS - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION MOM : L STANDARD BO' HOCK ON END OF ANCHOR BUUM M FACE CENTER OF BLOCKS 2. PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. 3. THE ENGINEER BIND_ BE RESPONSBIE TO VILIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS AND BRACES. 4 THE ENGINEER SHALL CALCUALTE THE TYPE MO SIM CIF ALL THRUST BLOCKS AND BRACE FOR VETCAL BENDS IN PIPES LARGER THAN 18". NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. _L 1 111!5 6 V AIR RELEASE MANHOLE DETAIL ONMry2Ow TYPICAL GATE VALVE DEWNDNUM BERR WATER 6 °XMrDDN TYPICAL THRUST BLOCK IN FILL AREA DRAWNGNUMBER: WATER 4 CweSE"SNIs &PE NB BCALE: MOTTO SCALE: MOTTO 8WLE: MOTTO NOTE: HYORANTMUSTBEEOUIPP WITHNATIONALHOSETHRFAOS(NST) TYPICAL FOUNDATION Box INITIAL BACKFlLL 12 12 I . MIN. wr IN. 6" BEDDING 068 OR #57 STONE W GATE VALVE W/ NJ WEANING GLANDS ANCHOR THEVALVETHE H2TO HTDI WITH RE DED ROM THREADED ROOT 4' MIN (GALVANIZED OR ASPHALT COATED) IN ADDITION TO POURINGCONCRETEA STER PILE SHALL BE USED ASADDRIONVLSUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVRAND KEEP FREE OF CONCRETE. 2. MAINTAIN A TMIN. COVER FROM THE MAIN TO THE HYDRANT (INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FLUSH BOX LID 4. HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 5. LID SHALL READ RW AND APPROPRIATE MANUFACTURER NAME OR LOGO. THINE HYDRANP SHALL NOT BE USTED ON THE UD, B CONTRACTOR SHALL PROVIDE THE OWNER WITH THREE (3) RUSH TYPE HYDRANT WRENCHES PRIOR TO ACCEPTANCE OF PIPFUNE 1'' or DAM-1 ILI III BA Jb ROCKY FOUNDATION MATERIAL UNDER -CUT CONDITION 2a INITIAL BACKFlLL ° MIf6" Y 12 12INGIx. ulrv. MIN. 6" MINSTONE gq668 OR"q57 STONE/ ROCK+ ' STABLE SOIL OR ROCK' NOTES: 1. ROCK SHALL BE REMOVED TO A MINIMUM OF 6" BELOW THE PIPE AND 12" MINIMUM CLEARANCE TO THE SIDES OF THE PIPE. 2.#57 OR #68 STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO THE SPRINGUNE OF THE PIPE. 3. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 4.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 5. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED SECTION 1-1 45' MAX. WIDEN TRENC ACCOMMOOAT ANCHOR IF REQUIRED. G AS RED IIR 11 IF M m G v I aw - w SECTION 2-2 IN THE TRENCH. 1. USE MINIMUM 26M PS CONCRETE 2. CONCRETE FOR THRUST BLOCKS SHALL NOT SE ALLDN£D TO INTERFERE BM JOINT OR RESTRA 6. BELL HOLES SHALL BE DUG OUT IN ALL CASES. HARDWARE. PL I SHI MAY BE PLACED DYER PIPE OR FITTNGS TO PREVENT CONCRETE AND BEDDING ADHERING l0 SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNGSTA SUL. 3. THE DESIGN ENGINEER SHALL BE RESPONSIBLE TD VERIFY THE ME AND SIZE OF ALL THRUST ROCKS. IMINNG NIMBCA R� O BEPTRG6 DRAWINGN CONCRETE THRUST BLOCKS MIN, 6-3/4' DN DE ASTM A588 W/ OLD 0 'HART FOR UPPER VERTICAL BLOCKING Br]l0 9E A e c D E F - e x Y Y-e 1'4 Y-N 11T Y- -o Y-i 1 T-e• 1 1 4' IG S-O Y teY 4'�Y S- W- e- V II/4' - e r- r-e 1• z 1 • i - I Y-i Y- S_r Y• 11 >-r S- 3- Y ]'-s Y Ir S-e 6-3 3-r xr - Y 0• Y-e 3 Y 4'_ r-I x1 r-e e•-e r- - r-r Y I � 0 Y-Y 31/Y CONCRETE BLOCKING FOR D--NUMDBF UPPER VERTICAL BENDS WATER 3 RNANNA WATER AND SEWER AUTHORITY SIFA PUTS Or X 3' x 5/87 UNDISTURBED DNRIH µTM Alb µD HIX NUr µAR 1588 (TOP) -.- d � VNOISTUP) NEED __ SOIL R, MID W/ WNCREIE ' THRUST BLOCKS zTL NECHANICPL JOIM TNHNG SUE PLUG OR CAP LUMP W/ 2 RIf AND VAIM PIASNC SNEETINO 1(SCN40) PM SIEEVE UNMSNRBEO FA"I SIBS RETAINER CIAND WON RESTRAINTS m" `CVSS A-3 CIXMRETE 8' MIN ISN UNDRBEO EI£VA➢08 PROVE80 BA PIPE 4 g6 BM A /5 BOHB _ EACH BCE SEMIGN NOT. 1. MIEN THE CONCRETE COHAN IS INSTALLED ON THE C4PMRE MOE OF TIE VAPA: THE VALVE Sl J BE NODDED TO ME COLLAR, AND THE PwI as CM MW BE ROUSTED rO TIE WICK 2. NL RODS AND FASTENERS SfNLL BE GIVEN TWO COAn OF MPNALiIC PART AFTER ASSEMBLY. 3. CONTRACTOR SHALL ENSURE TNT THE COILµ BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 4. dMENBONS SHOWN BEYOND THE TRENCH WIDTH µE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE CGWR DIMENSIONS SHA L INCREASE µCOMFGUY. R= MBEPT2014 DEWING NUMBER CONCRETE THRUST COLLAR WATER "^eB: FORM BONDS I RIVANNAWATER AND SEWERAUTHORITY WATER2 BUIa: NOSCALE RIVANNAWATER AND SEWER AUTHORITY WATER5 a ��'aoggg°y"y j�mg9 ,4 Z u E�LI z 0 O -a O p 0 GZ o a x Z U S ED �O 6 r GO Z w Z 0 r0 m 0 0 Q ac L) Q a- a 3 a a Z w Z m > a ba � �Eto a < o ¢ E `g e+ Z5O '°�om `u SIIECi DCO2 "m ROCK CHECK DAM VDOT 0i FLOW�•�.�? �i �••1• it M.l1 J�•i 2 10 ACRES OF DRAINAGE AREA: ■ .a 1 TYPICAL ORIENTATION OF IM1� t <I III-il �ii"-Ib::ti.• �:,N//t =NIL' S �•'•is �y� ANK WiGNL OONI! i0 N IflfL MfA BC/pY `� 4MDEn r SIII Al li If llll s. m0 co .l �4 'iNl•�,ON. UmW Ni RVINW. • I I STONECONSTRUCTION (WITHOUTSUPPORT) MkOPE ALONG THE LINE OF (Mann i riucN ..IN- f .,.A AI SIDE ELEVATION 3 STAPLE FILTER MATERIAL TO STAKES AND t3CTEND IT INTO THE MUCH. I A. BACKFTIL AND COMPACT THE EXCAVATED SOIL SHEET FLAW INSTALLATION (PERSPECTIVE VIEW) POINTS A MGM BE HIGHER THAN Point' B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) TYPICAL TREATMENT — 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA MRES AnwxwAmr Em nA.ln wawro NEN +oe w ros. or w1FNW Nw/ ANcxa ao,z. a,l Hors TiAa Bars ro z w,co c ,o �z. it u\x ,:, .N EEAnw MmvuN svn h— � �• � 1(1.(15 I I I 1 1 11 1 ro ax guar Timm lFw SO ' 6.m WE9t W. N.A , WIYIAA nXn nA4m Vw aWrw llV Oi mlE .lOwi) 1 I I� I W ~ r Yw. iAr Nwar [,,VTWES, a 14 IICMII 9Df r rrov r uu. srmv mw .:, I T u 'OfCM f01 , --4 �, r m r I Wit, 1 Ni,'1 INN. PLAN VIEW STAPLING DIAGRAM $WIE /MYFD IIgM N0.11 STfR NIH, •NEON EO' frC MEP/.LLS: i• Sa.IE u. � N mum miu` Ipi nEp,9 WRN. A41 uNnICN Swi }N& r `WMlO, r In ,r iwl«Al mm IY � � ,Mi fNYLYr T 6#* BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLAWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE - GRAVEL SHALL BE VDOT 13. #357 OR 05 COARSE AGGREGATE. TEMPORARY DIVERSION DIKE Cum,••I.A S.D IW mm II _IIIIII �-Flew IIIF — 4.5" min. BLOCK &• GRAVEL CURB INLET SEDIMENT FILTER •WE $f . INK SCN¢N / ]' xf ww StIO - wRe .IUEr [uMB oLur SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL. SHALL BE VDOT 13. #357 OR 15 COARSE AGGREGATE a a sSRig 9506�� u lY O 1 U a C W O F z a z a W O d w z .0 a Z 0 O F V w l Q a 3 a W y z z m a > a N O rc z NO z t5t5qq z ^�N �>,� y tJw DC03 .IF ROCK IS ENCOUNTERED WHEN SETTING ONE "TG, DRILL HOLES O INCHES LARGER IN DIAMETER THAN POSTS MD KFlLL TO GRADE WTH CLASS" ' CONCRETE i Line Post` (INTERMEDIATE) --- v 12"DIA r 16" DIA f Brace Post Chain Link Fence No Scale SWING GATE FENCE DETAIL NOT TO SCALE Terminal Post (END, CORNER OR PULL) H BI t a 3AR. CONNECT TS WITH BRACE 9CUP. 2USS ROD PULL, END OR CORNER & ADJACENT LINE POST NOT TO SCALE FENCE NOTES: 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSMON. 2. IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS & BACKFILL TO GRADE WITH CLASS "B" CONCRETE. 3. ARCHITECTURAL GRADE FENCING PER SPECIFICATIONS. 4. TOP RAIL SHALL BE INSTALLED ON ALL FENCING & GATES. 5. CONTRACTOR MUST VERIFY FENCE OPENING SIZE BEFORE ORDERING GATES. 6. A CONCRETE ANCHORAGE SHALL BE USED FOR ALL TERMINAL POSTS AND FOR LINE POSTS. ]. THE TOP OF THE CONCRETE ANCHORAGE SHALL BE CROWNED 1 IN. ABOVE THE NATURAL GROUND. S. BLACK POLY -COATED FENCING, SEE SPECIFICATIONS. Pa $ 'aa$mz 9506�� � lY4 U z O U a O Ing py O Z a a o z u v 5 a Od 3 ' .z z rc O a O OP U w l Q Q 3 a w a z z o a a K N wo how _U _jZ BULL SNCO DC04 ABBREVIATIONS MATERIAL SYMBOLS CALLOUT SYMBOLS GENERAL NOTES 8 0 AND ANNE E EAST JN. JAN JAMUME JANITOR RR FESIUENTFLOMING GENERAL NOTES: AT EA EAR EACH MHAUSTAIRREGISTERL JB JUNCTON BOX BE CONING > 3 z „ -A(� 0 ROM REGSTER —III SOIL A ^6^ Y MfETERN EL EXPOSED JST Jaw RH BOUND HEAD WAIL SECTION NUMBER t THERE MANAGES ARE LEGAL INSTRUMENTS M SFIMCE FOR THE USE M THE OWNER AND 3 3 gASTAG R0UMJ D CONSMU TO LGATUILTICN Ji. JgNf MG. AILING 844 CgMSE SIM GIM ITS Al11HMQEO pGFMSAIll VENWRSONTHE DESIGNATED RiWELi OMY. E) y EYJSTWG pgRNMUMBEIy EF. EFS MHAUST EXTEROFAN EKIERIMFINISH SYSTEM KG SNOOK DOWN FM. qp ROOM RMGHOFgygyG ASE,GAVOC CRUSHEDROCK 1 A101 NO 2 MCUMRESPONSIBLEFORK TIO EO RMII INFORMATION BEPIMFORMM WLUMFNi9ANO Tff CGipiIONS UHOER WHICH THEAWiKYflLLBEPEAFORMEO _ / J MUSORMINUS EGCB EXTER OR GYPSUM KG KILOGRAM RµR IECf$$EGµpSiE µNI SECTOR SHEET 3. CAREMILYANOTWROM LYEKgMINE THE PROJECTSITE, FIEIDYENFYNLCONDITI0N5, P ME FRNEAIY LINE CEILING BOpflO YJi. KRgBi 1♦EO=pipGE GACNFEC IEVATONSAND DIMENSION$OF THE VPA10115 FEATURES OF THE SITE AM SG SQUARE EGER EKIERIORGYPSUM KM KILOMETER BAD SPOV/DOD COMPARE OAWINGS NTH THE EXIICTINGCONOSTIONS. ANY015MEPANGESANgM SIEAMINGBOARO K0. KNJLKWT RN'.L AW WFIFRIFADEA CONCRETE CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTE0 IN MUTING TO THE ARCHITECT AIL SEE EXTERIMINSUTATION MY WILNAii IETpILNUMBEA OEFOFE ORK AB ANIARCONBOLTA ANWOR BOLT FINISH S SOUTH l NV1,P(ARULTID ANMINSTNIATILNSIALL UNIFORM TO THE LATEST TRUC ION, FAKICATI ON MRANSISYSTEM PESO ABOVE EJ. EXPoN$ION JOINT L LABORAT SA SaIDCCRE M ILCNLYDLOCk EDITIONS EDITIOSOFT AC, ASPHALTICMNMEIE EL ELEVATION LAB RYING LABORATORY SL. 6WOMRE PNMMASCNRY 1 CNOM'YFELEAAI, STATEANO LOCAL LCOE$, REGUTATION$SipNDARUS PNO MpN4YCES C£GWERNING LFam�. > z ACC, ACCESSIBLE Elp"S EIASTOMEWL LUL IAMIATEANAIATED S SCALE p101 AGENCIES HAVINGJMMICTIM. SLCHAPPUCINECODESETCARETIOSEWHICHMEIN ACAS. ACWSnCAL EEC EECTKICM IAV. LAVATORY SLJEEL SCHEDULE LETAILSHEET EFFECTAT THE TIME THE PROJECT PEBMNAPPLICATIM IS RECMOEL. AG AREA MAIN ACCESSMO ELEV EAER. ELEVATOR EMERGENCY IA PGMD UIFALFNi SUB S. SLIMMER SHOWER CMTNN ROD S, g TMESAUCMSICERM➢ CIAUSTSINTHEI0.BESPECTIVEFIFLMBAGENNSHALL, BEFORE MR PEBFOFM410E6 WORK iHECMRPPLTM IN ADD ADJUSABM SHOL SIG$. EWEOF SIFB EDGEO OF 'R UR IK0. UpKIR LOCKER SO SMOKEDETECTOR CONCRETE MASONRY UNITS BUILDWGSECTICNMWBER MURK OF ANY WORK ON TECRAMPS OR IN THE SPECIFICATIONS WHIMC.WNOT BE L� a 1+ AN. ADJUSTABLE SECT SECTION SILLY WMWJRED OR CONSTRUCTED AS LETMED OR SPECIFIER THE CONTACTOR NULL E+ pap pDIpCSOT EP EQML CALPNIEI LOU LOCATION SF, SQUARE FEET I SIM 1 SIM NOTIFY THE ARCHITECT GE SUCH CONDITIONS IN WRITING Z AF. ACCESSFLOM EO_ EOWL LP. LAMINATED MASTIC EN SHELF 6. DUE TO RE}ROMC71 IRCCESSES, OAWINGS AY NOT BE ACCURATE i0 SILL AL �'''1 0 IF MCNEFMSHFLOM SOFT. EW EQUIPMENT AW WAY LTG LW UNITING LgNFR EM SHQAER .191 / g101 BMDINGSECTILNSIEET pIMENSI0NS 5HpLLTAYE PRECEDENCE MR SAE SHOWN AND IN NO LASE SHAUL L AWR ANN AGGREGATE AIRHANDUNGUNIT EWC EECIIUCPL WAIFACMIFR SHT SHM SHEET SHEATHING STFL WOWING DIMENSIONS BE SCALED FROM FILMS, SECTIONS, ELEVATIONS OR DETAILS i. THE PROCESS STRUCTURAL MECHANM RINRWG ACID ELECTRICAL UUWMGS ARE jam LM. PLUM ALT ALUMINUM pLTEy gypLIEAAIE EXH MR EXHAUST EXPANSUI M MAIL MgIE MATERIAL SIR SL SIMILAR SLOPE IN CALM IT NUMBER SUP ENTARY TO THE INCHDECTRAL DMNMGS, DISCREPANCIES MERMAN THE VPRIOM OAWINGS SIN113ENEMRIFD BYTE CONTRACTOR TO T1E4RMIlECi IN W Q Ri AND, NIgE IXPO, EXPOSED RIVAL MAXIMUM SUGING THIIMIMIMIOMIT THIN IMTEEpL) ��� HARING /�) W F AO, ANCOIZED RISMT, MT, EXISTING IXPcRIM MAIL MC MACHINE BOLT MEDICINEGANNETSM SML MwD SQUARE I 1 SIM 1 B BEFORE NGYAgRCOMGATE Q Z AP ARI AGCES$PANEL APMOh1MTUE MECH MEMBRANE SML SORER MANHOLE SEISERMANHLIE I ' g101 —SHEET TALLTION BIGONONNEIN&I VERIFY EQUIPMENT INSTALLATION LOCATIONS NTH EMR EM OWNERS ESEDNI VEMFY OVAMSI NS, EOUTEEE NSHESLASETC, WTH CAR TONS NTHFACTURERSSUCH! L..`I MEL ARCHITECTURAL F FEMALE MEMB, METAL SNG SANITARYNPPYJN - IN DATA PRIOR OBOMBI . PMENT FWEI-IN ACCUSMPANNG) FA FIRE MET. METAL INSPENSWITARFA WGS]WSMAiIgI REAR VTOASWEIFEDL 9. RIgBEPERMITEDIN ACORDACEMSEH BEPDOVOIRS Ai. IT ARYMEGLTtlE FAR MEDICATE MEDICATE MRi MANUFACTURER SN0. &CEPTACAPYJN E%IFNOR ELEVATION MIIEER OUTLINED IN THE PERMITTED INACCOfmAYCEKTHTHEPoiLCEWRES011TWE01NT1E pµ FAA. HENBANE FLAT MH MgNH01E RECEPTACLE SFECEIGTIONS SPECIFICATIONS MODWOROyll K1tlGµMK F.B. FLAT AR MR MIN MINIMUM SP SgIDP1ASTIL ATT WEHATM I SIM 10, WHERE MASS ARE NOT EKWM M NOTED, GC IS TO NONCE A NRITTBI REQUEST FOR FOOL FLOOR CLEAN OUT MIR MIRROR SPEC SFECRCATMS INFORMATION TO CLARIFY SPECIFIC OETNL COMMONS, 0BIT Q SOL S0. BOARD BOARD J$ ECU. F0. FAR COIL UNIT FLOOR ORAIK MISC. MILK MISC MWMING SgBy SNUG SPEAKER SNVINgFA AI01 �� FMFAIOREIEVATIM'SIEEi 11, ALL INDICATED IXISTING UTUTES ORSTiL'CMESPAE BASED M INFORMATION M FEMRG iP1EFREfA1TI0ARY MEASURES TO PROTECT THE UTNIY UNDER NOiM S Z _ U BIDG. BIIC BUILDING BLOC( RE FIRE MAPES FINE IXTINGNSHER MM, MG MILLIMETER MASONRY OPENING SO SSK SQUARE SERVICE NYgM FAMNGTWOWN INIERILREEVATIONMIMiER RECORD SHGYRi BE iORANY AM DAMAGE RICH MY IX:f.11R gEiO FNLMEtt11DCpiEANO PROTECT NLCON(iNEO UTILITIES. W Q rc BIND. BLDCKING FEC FIRE IXTINGVISHEB NCO. MODULAR SS1L SigINIE$$STEFL MEABEA RM 12 COMPLY WITH ALLJM6gCTONALAGENCY REQUIREMENTS AND REGUTATIONS PERFORM 0 rc ec SM BEAM LABIET MR MN MGSNRERESISTMT MINED Si, MOVE p ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE OCWPATILNALSAFETY AND HAUL Q F BON. SOT MICKMHWSE BOTTOM BE6 FURITNR ENDURE MTG MOUNTING STA STD. STATION STANDARD WOOD FRAMING A 101 K INTEPoMEEMOONSHEET STANDARMNUR1910ANDUNOFTHEM GEPAATMEMOFIABORANDTEAMEMCANS WITH D154BILITIESACT ACCESSIBIUTY GUIDELINES. Od Z yH Z SR BEDROOM flEpMPAENT SR S1FFL INIFARIPTE➢MFMBER N 15. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURERS MINING DIAGRAMS 0 0 ERG BEARING FF.B FINISHFLDJRSEPAATON N NORTH STM STORAGE DETAILSANOINSTRUCTMS BERESPONSISIETOPROA0EMATEMAI.SAHDEQUIPIENT — . 0 BM BRACKET FH FIAT HEAD NU NOT IN CONTACT STRUCT. STNCNFESTRULTIPAL ROOM COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 0 Q w B.S BOTHSIDES ARC. FIRE HOSE CABINET N- NIGHTUGM SUM! SURROUND pLYVA00 NAME FOOMNALE 14, PROVIDE PERMITS AND IMPELTIM$ REQUIRED BY JURNDICTNAL AGENCES, !E y w SED Sp3$METI FIN FIM FINISH FIXTURE NO ACM. NUMBER NOMINAL EUSP EUSFEd$LRFENIIED NUMBER 1S PROVIDE SE RECORD RECO DRAWINGS TO ARGIIECT MANNER SWVL INCLUDE ALL Q Q �S K SMH BETWEEN SVC SERVICE 160$ pOOMgRA ADDENDUM ITEMS ,CNND£ORDERS ,ALTEAATKUNR FEAOUIWGS, ETC Q BIR BUILTLPROCRNG FIAgI FLASHING NS NO SCALE SW. SWITCH® GW55 18 SUBMIT SURPLUS M ALL MARKED PRODUCTS NAMEVLS, MAIMING SYSTEMS, ETC, FOR j Q FILMS . EDUCING TUTS, NOTTOSCALE SYM SMNETWM ARMITECLS PROM. COLOR SELECTOR OR COLLINS VETURATIM PRIOR TO ORDERING Z C EDPgCGOppLy FUG FLOCKING SYS SY51£M ITEMS Z m CAB. CABINET FIR FLOOR 0. ONON LEME-MME 1I. DO NOT AULW DIRT, MISS OR REGARDED MATERIALS TO ACCUMULATE M SITE SEMI Q Q GB. 9IN FLUOR FLUORESCENT Ni C T TARO —I 1�V PROAWTY EAR -MY . i CB.B CEMENT CEMENT FNO FEMWINENAPKIN O0. CA OYEIWL OMERMLA MG igMAIEANO MOWS EEVATIgJ IB. VERIFY SPEAKER TO BE ABANDONE➢, REMOVED OR CHIT HAVE PEEN PROPERLY AND SAFELY oc BANNER BOARD DISPOSAL OAG gRSIDE AIR MULE TA N85HQAER SHIRT OFF, CAPPED OR SEALED CCTV. M,,RD CIRCUIT FNV FEMWINENAPKIN am OBSCURE MANOR) TACKBGND 19. ARNIM THE WORK OF MOVING REMOVAL CUTTING, PATCHING AND FEPAR TO TRADES "'SIGN VENDOR GG OUTSIDE GAMETES TB TOWFLBAR ER CONTRACTORSUPERNSIM AM OF CAUSE THE LEAST DAMAGE TO TYPE WORK UNDER GO,CEIUNGDEFUSEA END, FOUNDATION (DIAENSIM) TO TENCH GRAN WAITAG ENCOVNEREO. C£M CEMENT F0. FACEM_. 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SEE DRAWING DE2 FOR INFORMATION REGARDING LIGHT FIXTURES LABELED ON THIS SHEET. 0.0 0.0 0.0 0 0.9 0.0 0.0 0.0 0.0 0.0 0.0 I it + o.0 0.0 + 0.0 + 0.0 0.0 0.1 + + + a1 0.1 0.1 + 0.1 + 0.1 + 0.0 + 0.0 PROPERTY BOUNDRY 0.0 + 0.0 0.1 0.1 0.3 0.3 0.4 0.4 0.3 0.2 + 0.1 + 0.1 0.0 0.0 + 0.0 + 0.0 + 0.0 0.1 0.5 2.0 3.6 + + + 3.4 2.1 0.9 + 0.4 + 0.2 + 0.1 0.1 + 0.0 0.0 - ml 0.0 0.0 0.1 0.1 0.0 + + 4.6 2.4 __ 0.9 0.4 0.2 0.1 0.0 0.( . - -4 _ _- G ENERATORI „---. x, ------ 0.0 _- - .- 0,1 0.4 0.5 0.4 CC1 �� 4.1 1.7 0.5 0.2 0.1 0.1 0.( cc1 Id + 0.0 0.2 0.9 1.8 1.5 62 5.6 5.2 1.9 0.6 02 0.1 0.1 0.( _ - _- BUILDING I✓ r cc1 cc1 0.0 0.1 1.1 3.3 + 6.6 +7.8 i 5.1 1.7 0.6 02 0.1 0-1 0.( Vyyy2 BUILDING I OVERHANG I 0.0 0.2 1.3 3.0 3 C0��1 4.3 1.4 0.5 0.2 0.1 0.1 0.( Ct I 0.0 0.2 0.9 2.0 3.8 6.3 4.6 3.5 2.1 0.8 0.3 0.1 0.1 0.0 0.( + + + 0.3 + 0.5 + 1.0 + 1.5 + 1.81 + + 1.81 1.1 0.7 0.4 + 0.2 0.1 0.1 0.0 "� -xc ��` r-Q9 '� 20.____ 0 .'(��"`�' _'��. 03 03 0.3 0.2 02 - -'0.9 0.1 0.0 0.0 - _ _ _ \ 0.0 0.0 0.0 0.0 0.1 0.1 0.1 - Q.] Y`= '0�1 0.1 0.1 0.0 0.0 + + 0.0 + + + 0.0 0.1 0.0 + 0.0 + 0.0 + 0.0 ' I I , r► r SITE PHOTOMETRICS DEt Ao o to D fi LUMINAIRE SCHEDULE r► r SITE PHOTOMETRICS DEt Ao o to D fi LUMINAIRE SCHEDULE TYPE QTY MOUNTING HEIGHT LLF DESCRIPTION LUM. LUMENS ]MANUFAC] CC1 WW1 6 2 14.75'AFF 8.5'AFG 0.870 0.870 DMW22000LM MD AFLM HLWPC2 P1040K XX T2 2537 3128 LITHONIA LIGHTING HOLOPHANE WW2 1 8.6 AFG 0.870 HLWPC2 P1040K XX TF 3209 HOLOPHANE >4 z P: u U z O O R p.l zz K O Q L = a s Od 3 C z y z H o O Q c U d z m a sx�r DE1 Saw :211&2021J:53 PM7ammmelPbC 018I20214.0 PM S1PTR%RNenN5308215-anaLd.n%51-ETa ga\3SEIe RIVAN 153082 DE2.dn Ss R l € k x`� a � € z5 9 q , gg yl�lgN { fif x A a gaq `cif If Iff Ry aka,.. , Hjaj6r [[ Fria f milk via f3°xkk4$[y� i} 9 {{mf N 5N [aaaaa { live fill ; It mN N =m3P PUMP STATION - SITE FIXTURE CUT SHEETS SFH Rm NO. MAN 153082 RWSA RFH NO. - 13SIIBDAm FM 2021 DRBR:NBD BY JRB DRAWN BY JRB uortmnxenao-xnn nn ®.Iml MAPR DA. o6CRP lain RIMMONS [g 1Y �E'[ e1li{Ep[}P1R{i[�i�"�j� [ FSR m I f • f 6f[ €g ASS 9gpJ 6 gift R� e((g w a a g qp q a 0 a ffi n ` 6 7N ® N t 6 �{1 3$ � �a�i$s€ P n' s a ff i R of Sa rE€ ssa 3[ AIRPORT ROAD PUMP STATION PROJECT ALBEMARLE COUNTY, VIRGINIA PRELIMINARY ��-" SEH ENCLOSURE E: VIEWSHED ANALYSIS VIEWSHED ANALYSIS LOCATION NO. 1 GRAND FORKS BLVD & AIRPORT ROAD or i Location No. 1 Viewshed Analysis Grand Forks Blvd & Airport Rd looking SE towards Parcel 03200-00-00-041A2. •jJTT Location No. 1 Viewshed Analysis VIEWSHED ANALYSIS LOCATION NO. 2 INNOVATION DR & AIRPORT ROAD CELL TOWER ADJACENT TO SITE Innovation Dr & Airport Rd looking SE towards Parcel 03200-00-00-041A2. LEGEND VISIBLE FROM LOCATION NOT VISIBLE FROM LOCATION C � ope y6 1 .,C r.. PROPOSED ARPS I STRUCTURE VIEWSHED ANALYSIS LOCATION NO. 3 ROUTE 29 & AIRPORT ROAD CELL TOWER ADJACENT TO SITE r Location No. 3 Viewshed Analysis Route 29 & Airport Rd looking SW towards Parcel 03200-00-00-041A2.