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HomeMy WebLinkAboutARB202000093 Staff Report 2020-10-02Project #/Name ARB-2020-93: 2300 Hunters Way Coffee Shop and Hardware Store Review Type 21 review of a site plan and architectural design Parcel Identification 078000000049A0 Location 115 Shadwell Heights Rd. (Figure 1) Zoned Highway Commercial (HC)/Entrance Corridor (EC) Owner/Applicant Heartrock Farm LLC/Mark Kestner Magisterial District Scottsville Proposal To construct a three-story mixed -use building with a basement, drive-thru window and drive-thru lane, and associated site improvements to accommodate a coffee shop and hardware store between a recently constructed auto repair building and the Entrance Corridor street. Context The subject parcel is part of the Hunter's Hall subdivision, which includes highway commercial and industrial -zoned properties. Nearby on the Entrance Corridor are the AmeriGas and Floor Fashions buildings. Rural Areas zoned properties surround the subdivision to the north. The Monticello Historic District zoning district is across Rt. 250 to the south. (Figure 2) Visibility The proposed building and drive-thru lane will be easily visible from the Entrance Corridor. ARB Meeting Date October 5, 2020 Staff Contact Margaret Maliszewski PROJECT HISTORY DATE APPLICATION/REVIEW TYPE RESULT 10/14/2016 ARB-2016-69: Countywide CofA, — building Vehicle repair shop approved. 2/7/2018 ARB-2018-15: Integrity Auto & Diesel Sign refacing approved by staff. 6/1/2018 ARB-2018-66: Minor amendment Approval of proposal to remove the 2 existing residences and install fencing to screen the vehicles awaiting repair . 5/15/2019 ARB-2019-05: Hunters Way Coffee Shop and Hardware Store Application was incomplete and was denied. 9/16/2019 ARB-2019-96: Hunters Way Coffee Shop and Hardware Store Preliminary review of site plan and architecture completed. ARB comments from this meeting are included in the Analysis section of this report, below. CHANGES SINCE THE LAST REVIEW The design has changed as follows: • The third floor has been redesigned. The upper level spaces are now connected by a hallway that provides access to the roof patio. • The design has been revised to show a single style for the vast majority of windows. • Paired doors have been added to the two middle bays of the south -facing basement wall. • Landscaping has been added. ANALYSIS REF GUIDELINE 9/16/2019 CURRENT CURRENT RECOMMENDA ISSUE RECOMMENDATION TION Purpose; Con4palibfflly with significant historic sites; Structure design l The goal of the regulation of the design of development within the designated Entrance Provide a rendered The west elevation is illustrated in perspective Revise the line drawing Corridors is to insure that new development within the corridors reflects the traditional elevation of the renderings showing views from the northwest elevations to identify a architecture of the area. Therefore, it is the purpose of ARB review and of these west side. and southwest. Although the southwest comer is coordinated color for the Guidelines, that proposed development within the designated Entrance Corridors without windows, the west elevation appears door on the west reflect elements of design characteristic of the significant historical landmarks, Consider appropriate and coordinated with the rest of the elevation and to identify buildings, and structures of the Charlottesville and Albemarle area, and to promote maintaining a building. However, a lower level door on the the material and color of orderly and attractive development within these corridors. Applicants should note that regular fenestration west elevation is rendered with a white finish the doors as illustrated on re lication of historic structures is neither required nor desired. pattern and explore alternate [wall] sign that makes it stand out visually. Matching the color of that door to the color of the doors on the the south elevation. 2 Visitors to the significant historical sites in the Charlottesville and Albemarle area experience these sites as ensembles of buildings, land, and vegetation. In order to locations. south elevation would provide a more accomplish the integration of buildings, land, and vegetation characteristic of these coordinated appearance. sites, the Guidelines require attention to four primary factors: compatibility with significant historic sites in the area; the character of the Entrance Corridor; site The fenestration pattern has been made develo ment and la out and landscaping. consistent, except for the drive-thru windows, which have a different function. 3 New structures and substantial additions to existing structures should respect the traditions of the architecture of historically significant buildings in the Charlottesville and Albemarle area. Photographs of historic buildings in the area, as well as drawings The bay previously reserved for a wall sign has of architectural features, which provide important examples of this tradition are been filled with a window. The second -story bay contained in App ndix A. at the west end of the north -facing elevation is now reserved for signage, which will have much 4 The examples contained in Appendix A should be used as a guide for building design: the standard of compatibility with the area's historic structures is not intended to less impact on the EC. impose a rigid design solution for new development. Replication of the design of the important historic sites in the area is neither intended nor desired. The Guideline's The paired doors on the basement level of the standard of compatibility can be met through building scale, materials, and forms south -facing wall are rendered in wood tones but which may be embodied in architecture which is contemporary as well as traditional. the material and color are not called out on the The Guidelines allow individuality in design to accommodate varying tastes as well as elevation drawings. special functional requirements. Previously proposed materials are still illustrated: 9 Building forms and features, including roofs, windows, doors, materials, colors and textures should be compatible with the forms and features of the significant historic Lawrenceville Brick "Carters Grove", Western buildings in the area, exemplified by (but not limited to) the buildings described in red cedar outriggers, and dark bronze standing Appendix A [of the design guidelines]. The standard of compatibility can be met seam metal roof, storefront, windows, wall through scale, materials, and forms which may be embodied in architecture which is sconces, and gooseneck lights. contemporary as well as traditional. The replication of important historic sites in Albemarle Coun is not the objective of these guidelines. 5 It is also an important objective of the Guidelines to establish a pattern of compatible None. Both the proposed building and the existing None. architectural characteristics throughout the Entrance Corridor in order to achieve unity building use brick as a primary material; and coherence. Building designs should demonstrate sensitivity to other nearby otherwise, the buildings are not similar. The structures within the Entrance Corridor. Where a designated corridor is substantially dissimilarity is mitigated by the location of the developed, these Guidelines require striking a careful balance between harmonizing vehicle repair shop at the rear of the site, with new development with the existing character of the corridor and achieving limited visibility from the EC street. compatibility with the significant historic sites in the area. 10 Buildings should relate to their site and the surrounding context of buildings. 11 The overall design of buildings should have human scale. Scale should be integral to None. The brick, brick detailing, windows and building None. the building and site design. form help establish human scale. 12 Architecture proposed within the Entrance Corridor should use forms, shapes, scale, None. Other buildings in the vicinity along Rt. 250 use None. and materials to create a cohesive whole. brick as a primary or secondary building material. 13 Any appearance of "blankness" resulting from building design should be relieved None. Blankness is not a characteristic of the proposed None. using design detail or vegetation, or both. design. 14 Arcades, colonnades, or other architectural connecting devices should be used to unify None. There is no proposal for connecting devices. None. groups of buildings within a development. 15 Trademark buildings and related features should be modified to meet the requirements None. The building does not look like a trademark None. of the Guidelines. building. 16 Window glass in the Entrance Corridors should not be highly tinted or highly reflective. Provide window Window glass specs have been provided. None. Window glass in the Entrance Corridors should meet the following criteria: Visible glass specs Proposed VLT is 75 and proposed FLR is 18. light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) confirming that These levels meet guidelines requirements. shall not exceed 30%. Specifications on the proposed window glass should be Visible light submitted with the applicatum.forfinal review. transmittance (VLT) is not below 40% and visible light reflectance (VLR) is not above 30%. Provide a sample for review. Accessory structures and equipment 17 Accessory structures and equipment should be integrated into the overall plan of Revise the Sheet C9 of the site plan includes a note Indicate the location of development and shall, to the extent possible, be compatible with the building designs dumpster detail to clarifying that the dumpster enclosure brick will all building- and ground - used on the site. indicate that the brick will match match that of the proposed building. mounted equipment. Show how visibility from 18 The following should be located to eliminate visibility from the Entrance Corridor street. If, after appropriate siting, these features will still have a negative visual impact on the the red brick of the The site plan has been revised to show a 6'-tall the EC street will be Entrance Corridor street, screening should be provided to eliminate visibility. a. Loading building closest to wooden screening fence in the parking lot that eliminated. areas, b. Service areas, c. Refuse areas, d. Storage areas, e. Mechanical equipment, f the EC. surrounds the "vehicles awaiting repair" spaces Above -ground utilities, and g. Chain link fence, barbed wire, razor wire, and similar on the three sides that are visible from Rt. 250. securitv fencina devices. See landscape recommendations. Visibility will also be limited by the proposed building and landscaping. 19 Screening devices should be compatible with the design of the buildings and surrounding natural vegetation and may consist of. a. Walls, b. Plantings, and c. Fencing. Ensure that The roof plan previously indicated a space for vehicles awaiting HVAC equipment. That note has been removed repair will be fully from the plan, but sheet C4 of the site plan notes, screened from the "HVAC and mechanical equipment on roof." It EC. is not clear from the drawings that visibility of the equipment will be eliminated. 21 The following note should be added to the site plan and the architectural plan: "Visibility Add the standard The mechanical equipment note has been added None. of all mechanical equipment from the Entrance Corridor shall be eliminated." mechanical to the drawings. equipment note to the architectural drawings. 22-31 Lighting None. Although no changes to site lighting are Revise the lighting plan proposed, the architectural elevations show wall (schedule, photometrics, sconces. The photometric plan does not account cut sheets, etc.) to include for the building -mounted lights, but it should. the building -mounted lights. Light levels at the ground must not exceed 20 fc. Landscaping 7 The requirements of the Guidelines regarding landscaping are intended to reflect the None. Frontage trees have been planted as indicated on None. landscaping characteristic of many of the area's significant historic sites which is the previously approved site plan. characterized by large shade trees and lawns. Landscaping should promote visual order within the Entrance Corridor and help to integrate buildings into the existing environment of the corridor. 8 Continuity within the Entrance Corridor should be obtained by planting different types of plant materials that share similar characteristics. Such common elements allow for more flexibility in the design of structures because common landscape features will help to harmonize the appearance of development as seen from the street upon which the Corridor is centered. 32 Landscaping along the frontage of Entrance Corridor streets should include the following: a. Large shade trees should be planted parallel to the Entrance Corridor Street. Such trees should be at least 3'/z 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-wav and utility easements. 33 Landscaping along interior roads: a. Large trees should be planted parallel to all None. Trees are planted along Hunter's Way as None. interior roads. Such trees should be at least 2% inches caliper (measured six inches indicated on the previously approved site plan. above the ground) and should be of a plant species common to the area. Such trees should be located at least every 40 feet on center. 34 Landscaping along interior pedestrian ways: a. Medium trees should be planted parallel None. There are no interior pedestrian ways. None. to all interior pedestrian ways. Such trees should be at least 2% 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: Add one 292" A 2%" caliper Pin Oak was added at the end of Shift the added Pin Oak a. Large trees should align the perimeter of parking areas, located 40 feet on center. caliper tree along the row near where another tree was already from the end of the 4- Trees should be planted in the interior of parking areas at the rate of one tree for every the 4-space parking proposed. The request was for the tree to be space parking row to the 10 parking spaces provided and should be evenly distributed throughout the interior of row located south added along the length of the 4-space row. middle of the length of the parking area. of the dumpster the 4-space row. b. Trees required b the preceding paragraph should measure 2% inches caliper enclosure. Provide Holly and abelia, both 2' high at planting, are (measured six inches above the ground), should be evenly spaced; and should be of a shrubs, 24" high at proposed along the 4-space parking row. species common to the area. Such trees should be planted in planters or medians planting, along this sufficiently large to maintain the health of the tree and shall be protected by curbing. perimeter. 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. 37 Plant species: a. Plant species required should be as approved by the Staff based upon None. The proposed plants are found in the various None, but not limited to the Generic Landscape Plan Recommended Species List and Native lists. Plants for Vir ma Landscapes (Appendix D . 38 Plant health: The following note should be added to the landscape plan: "All site None. The note is on the landscape plan. None. 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 theplant." Site Development and layout Development pattern 6 Site development should be sensitive to the existing natural landscape and should Provide The landscape plan shows four Eastern Redbuds Provide the size of the contribute to the creation of an organized development plan. This may be landscaping along and five pairs of rhododendron and abelia along order kiosk and accomplished, to the extent practical, by preserving the trees and rolling terrain typical the EC side of the the EC side of the building. coordinate the site and of the area; planting new trees along streets and pedestrian ways and choosing species building, between architectural plans to that reflect native forest elements; insuring that any grading will blend into the the building and the Landscaping has been added along the EC side show a workable location surrounding topography thereby creating a continuous landscape; preserving, to the drive-thru lane. of the drive-thru lane consisting of two rows of for the kiosk. extent practical, existing significant river and stream valleys which may be located on shrubs (mountain pieris and mountain laurel, 24" the site and integrating these features into the design of surrounding development; and Provide high at planting, in staggered rows), but no trees. limiting the building mass and height to a scale that does not overpower the natural landscaping Existing ACSA and overhead utility easements settin s of the site, or the Entrance Corridor. consisting of trees and shrubs along occupy most of the area between the proposed drive-thru lane and the existing frontage trees. 39 The relationship of buildings and other structures to the Entrance Corridor street and to other development within the corridor should be as follows: the EC side of the ACSA typically does not allow trees to be a. An organized pattern of roads, service lanes, bike paths, and pedestrian walks should drive-thru lane. planted in their easements. A proposed guide the layout of the site. Coordinate stormwater feature is located under the drive-thru b. In general, buildings fronting the Entrance Corridor street should be parallel to the landscaping with lane and its associated easement extends into the street. Building groupings should be arranged to parallel the Entrance Corridor street. utilities. planting areas. c. Provisions should be made for connections to adjacent pedestrian and vehicular circulation systems. Revise the The guard rail detail has been revised, but it still d. Open spaces should be tied into surrounding areas to provide continuity within the utilitarian guard rail has a utilitarian appearance. A note on the site Entrance Corridor. to a guard rail that plan states that the guard rail will have a red- e. If significant natural features exist on the site (including creek valleys, steep slopes, has an appropriate rusted oxidized finish. The shrubs that are significant trees or rock outcroppings), to the extent practical, then such natural appearance for the proposed at the base of the guard rail, features should be reflected in the site layout. If the provisions of Section 32.5.2.n of EC. particularly the mountain laurel, could grow tall the Albemarle County Zoning Ordinance apply, then improvements required by that enough to mitigate the view. section should be located so as to maximize the use of existing features in screening Show on the plan such improvements from Entrance Corridor streets. the locations of all Drive thru-related equipment shown on the plan f. The placement of structures on the site should respect existing views and vistas on drive-thru related includes an order kiosk and advertisement sign and around the site. equipment and provide design on the west side of the building. The order kiosk is shown attached or adjacent to the wall. The 36 Landscaping of buildings and other structures: a. Trees or other vegetation should be planted along the front of long buildings as details for all location indicated on the site plan is not entirely necessary to soften the appearance of exterior walls. The spacing, size, and type of equipment. coordinated with the architectural details. such trees or vegetation should be determined by the length, height, and blankness of Depending on the height and depth of the kiosk, such walls. it could fit near the location shown on the plan. b. Shrubs should be used to integrate the site, buildings, and other structures; No structures spanning the drive-thru lane are dumpsters, accessory buildings and structures; "drive thru" windows; service areas; shown. and signs. Shrubs should measure at least 24 inches in height. Site Grading 40 Site grading should maintain the basic relationship of the site to surrounding conditions by Consider adjusting There appear to be no changes made to the drive- None. limiting the use of retaining walls and by shaping the terrain through the use of smooth, the drive thru lane thru lane or grading. Two rows of shrubs (with rounded land forms that blend with the existing terrain. Steep cut or fill sections are and grading to staggered placement) are proposed on the EC generally unacceptable. Proposed contours on the grading plan shall be rounded with a ten make the lane more side of the drive-thru lane. The shrubs should foot minimum radius where they meet the adjacent condition. Final grading should level and provide a improve the appearance of the slope and help achieve a natural, rather than engineered, appearance. Retaining walls 6 feet in height and better base for the screen some of the drive-thru lane and cars. taller, when necessary, shall be terraced and planted to blend with the landscape. building, and to allow a zone to 41 No grading, trenching, or tunneling should occur within the drip line of any trees or other existing features designated for preservation in the final Certificate of Appropriateness. screen the guard Adequate tree protection fencing should be shown on, and coordinated throughout, the rail, and to slightly aradinp. landscavina and erosion and sediment control plans. ease the slope to the EC. 42 Areas designated for preservation in the final Certificate of Appropriateness should be clearly delineated and protected on the site prior to any grading activity on the site. This vrotection should remain in place until completion of the development of the site. 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 fit into the natural Make the extents of The easement is shown clearly. None. topography to avoid the need for screening. When visible from the Entrance Corridor the new stormwater street, these features must be fully integrated into the landscape. They should not have the management avvearance of en ineered features. facility easement easily legible on 44 Natural drainage patterns (or to the extent required, new drainage patterns) should be incorporated into the finished site to the extent possible. the grading and utility plan. SUMMARY OF RECOMMENDATIONS Staff recommends the following as the primary points of discussion: 1. The building design 2. The drive-thru lane 3. The landscaping Staff recommends approval with the following conditions: 1. Revise the line drawing elevations to identify a coordinated color for the door on the west elevation and to identify the material and color of the doors as illustrated on the south elevation. 2. Indicate the location of all building- and ground -mounted equipment. Show how visibility from the EC street will be eliminated. 3. Revise the lighting plan (schedule, photometrics, cut sheets, etc.) to include the building -mounted lights. Light levels at the ground must not exceed 20 fc. 4. Shift the added Pin Oak from the end of the 4-space parking row to the middle of the length of the 4-space row. 5. Provide the size of the order kiosk and coordinate the site and architectural plans to show a workable location for the kiosk. ATTACHMENTS A — ARB-2020-93 2300 Hunter's Way Site Plan and Architectural Drawings (below) Figure 1: project site — 100 - 115 Shadwell Heigths Road. Figures 2a, b and c: Views of the site from the Entrance Corridor (courtesy Google Street View 2018). m TABLE A This report is based on the following submittal items: Sheet # Drawing Name Drawing Date/Revision Date C1 Cover Sheet 7/10/20 C2 Existing Conditions C3 Site Plan C4 Utility & Grading Plan C5 New Landscaping Plan C6 Total Landscaping Plan C7 Lighting Plan C8 Storm & BMP Details C9 Site Details ARB.01-.15 Cover Sheet, photos, floor plans (basement, first, second, roof), elevations (4), material and light fixture images, perspective renderings (front and drive-thru, Rt. 250 elevation,overview, front elevation from parking lot west elevation southwest aerial 21 September 2020 Material samples previously submitted: Lawrenceville Brick: Carters Grove Jumbo Modular; Storefront and windows: ATAS O1 Classic bronze, Outriggers: Western Red Cedar, clearcoat; Standing seam metal roof: dark bronze color copy only) - 11 NEW CONSTRUCTION FOR 2300 HUNTERS WAY COFFEE SHOP & HARDWARE STORE ALBEMARLE COUNTY, VIRGINIA ARCHITECTURAL REVIEW BOARD CERTIFICATE OF APPROPRIATENESS APPLICATION PACKAGE Ia10%lI'/:,:i owl :-iIky,AI 21 SEPTEMBER 2020 w fY C y w A J �zw;= �r N z Ft w x z o � 0. 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PER GUIDELINES, VISIBLE LIGHT TRANSMITTANCE DOES NOT DROP BELOW 4 . VISILBE LIGHT REFLECTANCE DOE5 NOT EXCEED 50%. CLEAR 6LASS (C.6.) VISIBLE LIGHT TRANSMITTANCE - T5% VSBLE LGHT REFLECTANCE - IB% 11111/1111 0 7 wU] 0 z V (Y z w Q p tL x O v o (Y D_ 2 (A U Q m ARB.07 ROUTE 250 ELEVATION NOTES: V1515IL17Y OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PER 6UIDELINE5, V1515LE LIGHT TRAN5MITTANCE DOE5 NOT DROP BELOA 40%. VISILBE LIGHT REFLECTANCE DOES NOT EXCEED 50%. CLEAR GLASS VI5IBLE LIGHT TRANSMITTANCE - Y5% VISIBLE LIGHT REFLECTANCE - IS% rx w z r~ LL p U x WMZae w — = c TT li■i U �1� H. z z w z s � h w �w O ce u'i oC uC11 F� Q F 4 a o z z OGK � �1 N O W z W W z Q ME Q � v D OL q w Q x Q v Lu Q Z Q M I LEFT 51DE ELEVATION iroe.lb NOTES: V15115ILITY OF ALL MECHANICAL EOUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PER GUIDELINES, VISIBLE LIGHT TRANSMITTANCE DOES NOT DROP BELOW 40%. VI5ILBE LIGHT REFLECTANCE DOES NOT EXCEED 50%. CLEAR 6LAS5 fG.SJ 1/151BLE LIGHT TRANSMITTANCE - 75% VISIBLE LIGHT REFLECTANCE - 15% � o z `= F �LL � — _ U w a. Q t/ — I-.1 2 N z zq z �M w Q N Q CL q ul C VI W Z H fj Lu � w Q D- V D- d O LL 4L Q ri v o w - z _- F - W � mQ z< z --------- z r h — = m _ m o � I � 1 I � Q C I 4 ° z r _ I ______________________________________________________________________________________J_____� _________ LLI m N Ftl&HT 510E ELEVATION Z a uJ W QCL - Q 3 � Q � LLI DL z NOTES Q V1515ILITY OF ALL MECHANICAL EOLIPMENT FROM THE Z Q - ENTRANCE CORRIDOR SHALL BE ELIMINATED. = O PER &UIDELINE5, V1515LE LIGHT TRANSMITTANCE DOES v W NOT DROP BELOW 40%. VISILLE LIGHT REFLECTANCE O F 7 DOES NOT EXCEED 50%.Lu 1L CLEAR &LASS VISIBLE LIGHT TRANSMITTANCE - -75% VSBLE LIGHT REFLECTANCE -18% 1 ARB .10 x o� 0 P ZVU W N F- z >� �w W x z �P z W ' � x �o o= DARK BRONZE STOREFRONT d WINDOWS WESTERN RED CEDAR LAWRENCEVILLE BRICK - GARTERS GROVE OUTRIGGERS w N LAW C z 0 uq11 z F F A � LED o 0 1 ` m i m N � z o Q Q DARK BRONZE 600SENECK LI(SHT DARK BRONZE WALL SCONCE DARK BRONZE STANDING SEAM O Q METAL ROOF I z z Q IL N U Q a ARB.11 Q G P W N� z > W rn z z- � ad W _ v = u P y �a �n scfl �2Y 2 T � 4. 1' FY is r �s n r � , Ali r f � I O l �1 4 C q f ci z z 4•� ycy. _ n y n, W m z C5 w w w z d m PROPOSED FRONT ELEVATION AND COFFEE SHOP DRIVE-THRU 2 p v F J m W Q - N v Q [ARB. 12 �.\r •e1 i � �w P � t q 1 � ;A. l .. 4 go 00 00 00,00 0 00 o# 00 o 0 Poo o 00 0 000 WO, 000,0 lk 00 0, ol 00" 00000 0 0 00 as 0.0 0 0.0 00 00 00Ml000,O�00 000 0 0 0. 00, Z� 14" tilk 000 00 0 0 00 14 0 oil OR 0 R 050 Ow 00.0.0 000 0 AA, Jim dRon � ■® 11■ ■iw : it ■� ■■ _ 1111011 11■ ■■ ■■ _,IL ■� ■■ -NUNN on IF 110111IIII ■■ ■■p. `�. u ■ dr All WIMa �iI` r0 — - __nmm�ram: ,�wlum��swnyimitr; 4 OW An ffibb so ME �i���■�� _ �� ,� �� i II9 ��:1.�176� — -..., .■■■■S ���, Gib ���� INN ® _ a —t —ten -0 - w 114V v t . MAJOR SITE FLAN AMENDMENT TO 5DP20 1 00000 12 LEGEND EXIST NEW DESCRIPTION 166 TC x 12'Te TOP OF CURB ELEVATION 16' X 12i SPOT ELEVATION 165 TW X 125TW TOP OF WALL ELEVATION 16'13w X 12'BW BOTTOM OF WALL ELEVATION ® BENCHMARK STORM SEWER -RD - -RD - ROOF DRAIN S SEWER LINE WATER LINE -GAS- GAS GAS LINE - are- - GHE- OVERHEAD ELECTRIC WIRE -UGe- UGe UNDERGROUND ELECTRIC - a{r - - OHT - OVERHEAD TELEPHONE LINE --uc-T�,- -UGT UNDERGROUND TELEPHONE LINE LJ F!�] DRAIN INLET (DI) ® 0 STORM/SANITARY MANHOLE C C PLUG ®"v ®° WATER VALVE & BOX ♦ ♦ FIRE HYDRANT ® ® WATER METER LIGHT POLE f UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK �\ PARKING SETBACK SANITARY EASEMENT - --"'- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT - ACCESS EASEMENT STORM DRAINAGE EASEMENT ^^�-- TREE LINE » FENCE STREAM 312 _12- INTERVAL CONTOUR -300- -co- INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND ao a PARKING COUNT - CROSSWALK HANDICAP ACCESSIBLE AISLE ® A -I\ CG-12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 2300 HUNTER'S WAY 5DF20 1 600040 TAX MAP 07800-00-00-049A0 SCOTTSVI LLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VI[`_INITY MAP Cif -'Al Wo 4v1-4 nnng 1 110 gtnel ttDs lift i94 ems, SeFfersona� t 7r; H gtr18 tale Rd }.AOun 1777 (I ICI J+ G' dP S,I� n Transportation -Department {° UPS Customer Center ■ w � RIOhMOnd Rd 2s., a SITE ti n IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER 5HEET C2 - EX15TING CONDITIONS C3 - 51TE PLAN C4 - UTILITY * GRADING PLAN C5 - NEW LANDSCAPING PLAN CG - TOTAL LANDSCAPING PLAN C7 - LIGHTING PLAN C8 - 5WM * BMP DETAILS C9 - 51TE DETAILS SPECIAL USE / EXCEPTION NOTES SP 201900003 HUNTERS WAY COFFEE SHOP SPECIAL USE PERMIT CONDITIONS 1. Restaurant uses on the parcel will not exceed 700 gross square feet. 2. No indoor seating associated with the restaurant use is permitted. 3. No public restrooms associated with the restaurant use will be provided. SDP 201800040 HUNTERS WAY COFFEE SHOP SPECIAL EXCEPTION CONDITIONS i. The drive -through window shall be located within the general area shown on the exhibit entitled °2300 Hunter's Way: For Illustrative Purposes Only" prepared by Slump Engineering and dated December 20, 2019. 2. The area of land disturbance on critical slopes may not exceed 2,488 square feet as described in the request entitled "Major Site Plan Amendment (SDP201800040 An Amendment Io SDP201600012) Critical Slopes Waiver Request" and as shown on the plan exhibit entitled "Critical Slope Waiver Exhibit," both of which were prepared by Shimp Engineering and are dated October 22, 2019. SIGNATURE BLOCK DATE CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER VIRGINIA DEPARTMENT OF HEALTH FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION OWNER / DEVELOPER Owner/Developer: Heartrock Form, LLC. 2521 Summit Ridge Trail Charlottesville, VA 22911 ZONING HC - Highway Commercial EC - Entrance Corridor LEGAL REFERENCE TMP 07800-00-00-049AO _ DB DB 461 PG6 G29(Plat) BENCHMARK Benchmark is an existing storm sewer manhole along Hunters Way at the site entrance. Elev. = 389.01 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary & Topographic survey information provided by Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Original Field Survey Completed June 29, 2015. Updated with as -built Field Survey Data February 13, 2018. A title report was not provided. All easements and encumbrances may not be shown on this plan. SETBACKS -Front Building: 30' (DB 688 PG 636) -Front Minimum: 10' from Public Street ROW -Front Maximum: none, since this is a corner lot abutting a principle arterial highway (Rte 250) -Side/Rear: Buildings with minimum separation per building code, no maximum. EXISTING USE 2 Existing Commercial Buildings -Total 4,304 sf. With Associated Off Street Parking Vehicle Repair Shop- 3,300 SF PROPOSED BUILDING HEIGHT Maximum Permitted: 65' Retail Building Height : 35' Coffee Shop Building Height: 35' PROPOSED USE Ex. Vehicle Repair Shop: 3,300 SF New Drive-Thru Coffee Shop: 550 SF No Public Restrooms in building. Drive-thru has single lane, window faces Hunter's Way ROW, New 2-Story Retail Building w. Basement: 3160 SF Footprint Hardware Store: 3160 SF Retail Sales Area Office Use: 3160 SF Gross Area All Uses include required Off Street Parking SIGNS All signs shall conform with the MUTCD Guidelines, Drive-thru Order Sign faces away from Public Streets. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO295D), this property does not lie within a Zone AE 100-year flood plain. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL; VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. FOR HIGHWAYS AND BRIDGES. 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND. PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PI ACT MATFRIAI IN A" I IFTS LIGHTING Proposed outdoor lighting locations are shown on Sheet C6. PARKING SCHEDULE Automobile Service Station: 1 Space Per Employee + 2 Spaces Per Service Stall 1x4 Employees + 2x6 Bays = 16 Spaces Required 19 Spaces Provided Retail Building (Includes Basement & 1st Floor for Hardware Store, & 2nd Floor Office Space): Hardware: 1 Space per 400 SF of Retail Sales Area (RSA) 3160 SF RSA = 3160/400 = 8 Spaces Required 9 Spaces Provided Office: 1 space per 200 SF of Net Office Floor Area (80% of Floor Area) 3160 SF x 0.8 = 2528/200 = 13 Spaces Required 14 Spaces Required Drive-Thru Coffee Shoo: 1 Space Per 200 SF of Sales Area 550 SF/200 = 3 Spaces Required 4 Spaces Provided Total Number of Spaces Required: 40 Spaces Total Number of Spaces Provided: 46 Spaces (This includes 2 handicap van accessible spaces and 12 spaces for vehicles awaiting repair) WATER & SANITARY SERVICES Water Service will be provided by existing well. Sanitary Service will be provided by a new private septic system on site which will connect to an existing drainfield. See Sheet C4 for location and usage calculations. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. CRITICAL SLOPES There are 11,377 SF of field surveyed critical slopes are within this property. See Sheet C2. 2,488 SF of Critical Slopes disturbance is proposed with this plan. WATERSHED This site is located within the Middle Rivanno River Watershed. This site is not located within a water supply protection area. LAND USE SCHEDULE EXISTING Area % Buildings 6,250 SF 9.847 Pavement 15,908 SF 25.0% Sidewalk 3252 SF 5.11% Impervious area 25,410 SF 39.95% Open space 38,202 SF 60.05% Total= 63,612 SF (1.46 ac,) PROPOSED Area % Buildings 7,010 SF 11.0% Pavement 21,230 SF 33.4% Sidewalk 3,780 SF 5.9% Impervious area 32,020 SF 50.3% Open space 31,592 SF 49.7% Total= 63,612 SF (1.46 ac.) DEMOLITION NOTE Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such. Contact VDOLI for additional requirements and permits for demolition projects. TRIP GENERATION AM PM Use Description ITE Qty Daily In Out. In Out. Auto Repair 942 6bays 80 9 5 5 9 Hardware Store 816 3,160SF 29 8 4 2 3 Office 712 3,160 SF 51 6 4 5 7 Drive-Thru Coffee 935 550 SF 239 18 16 18 17 Total R99 41 29 30 36 12. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING, PLACE MATERIAL IN 6" LIFTS. 13, COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND 'WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 14. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, CP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 15. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 16. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE NTH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 17. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 18. IN THE EVENT THAT SUSPECTED CONTAMINATED .SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL,. AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 19, ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 370 I T.M. 76-49B LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER PAVED CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR 1 D.B. 4482-425 D.B. 1235-5 PLAT x I NV IN 30 V \ �\\\\ \ \ Q� 411.2 2 WALNUT GRASS GRASS CGL /LW SIGN x x x x—x x TEL DW 9PED 3 ,• GL / A\ V V I V A V\ I I I / c D W 15D / A \ MAPL � ti II \ ' I /I4O'U�T= RO `75 06°42'O6401.05' 13 -SF7 7 Istic° > T.M.�8-49A — sI —s —s s LOT 1 \ \ Pad W 6 Bni K —sow _ Cnn ete Dumr . �' � � � T S, S S �— S AT EELI ----/s EX. \ HEAhTROOK/ 'M LLO CG-.2. �s o°° Ret. Wall x R i ATME \ GRAB I I \ — m N \ — °. S� . a a f l / / I AREA, \ \ I \ \ D.B. 4611 49 =p o \ ...... . \_� D.B./688-636 PLHI \ nccEss. ...4\' ° f TREELI�f/ .. ........ MANHOLE Pf� 1 , / 2,00 SF + \/fAgNHDLE \ DI NV=389.$9 P��s ; /DRAINFI LD ARE q ---` rop 3e9 38 0 ... ... .. / / / A I LB to 3 v 3/8.2 ✓ (Primary and \ a / "uY DEMO CURB & s d . // Re ervZ)% \ 1 I LS+S 18 LF OF PAVEMENT ° �s I _ I I II>u,ml I III I II 1` 777 I �E'biI I CRTICAL SLOPES (SHADED AREA) < PRODUCED BY CONSTRUCTION OF 4/HUNTERS WAY, THESE CRITICAL DN. ISET� I n" \ \ B.BW LB �2 \N3&5.59 _ f \ \ — ® \ OHU— HU 0,HU OHU I" ' Fg SG ' U oHu— o u— —� \ ue E - 86: �.. \ , \ OON g1P \ env. ut-37 . CG' c p� \ so ' caNc Dlrc R=40.00' sroP l L=62.8.3 I SIGN LS = PERENNIALS HLY = HOLLY BW = BOXWOOD DW = DOGWOOD T =40.00 F ® C=56.57' / "0 \ \ =54°07'16" \ a CB=S51*57'44�W ii�` R\=22000' \ SE -S06'57'49 W 102 72' _ INV OUT- 01T > 375.50 L t207.81: T 112.39 \\ — INV I ( 35IN=5.88 CONIC ,_ _.. _ ,. CONE 7 C 1200. PAVED CRITICAL OPES LB I I / 0 I-- — PRODUCED Y CONSTRDUCDTION OF HUNTERS WAY THESE CRITICAL _ �vEO — n O � (1H0 OHO OHO � / / r UTILITY / UTILI BOT XY INV OUT= 355.06 I I SLOPES SHOWN ARE FIELD EX. T ROAD CU �- a a SURVEYED AT >25% SLOPE. 1 I V A p1�cH ccN O / YWP S \, X. 15" CONIC PIPET UPS SIG — I NHO 0�0 INVERT G_OUT_ DROP 371.07 — GN 359.91 _ _ EX. ENTRANCE 370.38 370.96 INV OUT= 366.17 MAILBOX 8 2374 ■ 1 CHU — 0 U — CHU I -- OHU STOP SIGN PAVED I — wo nHo D 30" WALNUT I I I LS L �� BRICK / SIGN oyGL '✓ I m ic FFE 386.62 3 LCG-12 _".__� ' BUMPER 6 / d • m BFE 376.62 .. TYPE B °' BLOCKS d d / 1 , NEW S z FACILI m AS_ i I �< OHU CHU UTILITYI BOX I I *o c RN IN I •UTILITY BOX c zCj .. �,) CJ- 18 0" 0 24 0' 18 0' 18 0' 18 0' 'I 24.0' z ,cO w ''STOP" (4) 5'x18' AUTO SHOP = I _ .. _ _ a > AUTO SHOP i d z I I ,z SPACES OFFICE c COVERED PATIO AREA NEW CG- z- W. OUTDOOR. SEATING - - °gym C a MULCH x x .p M _ 3 O. �f Cf D 0.0' R 4 — .. _ 1 d m SCREENIN VOONCE GUIDANCE �\ 18.0 RIVE-THRU COFFEE SHOP MULCH SIGN hII'' 550 SF ATTACHED . .6' FFE=386.62 15.0 ` SIGN D.2' , g 3 .0' "DNOT ENTER / 30.0-i `SHADWELL , 1 ' 12.0' EX. AVEMENT HEIGHTS , i ROAD NEW CG-2 ❑ MH _ ! TOP- } DRWE THRU ORD - - `"` INV OUT= WINDOW OVERHAN ' cu. .3 (9) 9 x18 PACE. I- i 13' CLEARANCE _ (4) "C FFEE SHOP s .... .. EW G-2 . -- 5FrA.CESIGN .. .'.'.'-'.'.' .-, _ ..' � coNc DITc o ® / LIMITS OF DISTURBANCE i\ �O�k EXIST. ��O(j CONE DITCH f CONC DITCH —vAVEo / _ Ex. ROAD cL — � — r3.5° AND 6" BOARD WIDTHS F) / FOR VERTICAL VARIATION GRASS T.M. 78-498 LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR 1 D.B. 4482-425 D,B. 1235-5 PLAT x 1 1 x � 1 x GRASS � 1 h �x _x _X —X —X _X —X J NE LIMITS OF DISTURBANCE ►/ a .0' ... Cc 2 ..... ' . '.. ' Ret..gall 18. 0' 12eQ'.'.'�`...'.'. 10'x 1 SPACES ,20.5' DUMPSTER - ENCLOSURE, 21.4I EX. P VEMENT d R8.0' CONC. PAD "EMPLC YEE PARKING - WOODEN •• _ SCREENING _PENCE ONLY" NEW PAVEMENT d. ORDER 20.0' MULCH . v d _0111— KIOSK ADVERTISEMENT SIGN R4. l5' NEW CG-2� 4 i o / MULCH 12.0' MULCH 15.0' [ .'n" v(/ O.o' I AUTO REPAIR WOODEN d SHOP SC EENING FENCES, v TREELINE �• 30 I� . D a FFE390.0 �o °HC VAN" Q .. . .^"a a 'VEHIr LF� 6 BAYS IN RETAIL BLDG 5GN N I I� '+W41T��JC AUTO SHOP 3160 SF FOOTPRINT .V MIz -� f REPAIR',{` v " 2 STORIES+BASEMENT Q'> - - x - - S�A�E� f' ' '. a 4 / USES: HARDWARE STORE a - / d (BASEMENT+FLOOR 1) -� ,/ _ {'`� m o `' rr , I_Xtsr r /ri nnn n�. m;M I II v I "i. i WOOL" �M �� JO ooNc D`jcH � i 38 YWF EX. ENTRANCE h370.38 8 370.96 INV CUT= 366.17 1 SCREENING FENCE DETAIL C3 Not To Scale PAVED 3"X8' M LEGEND HATCH TYPE DESCRIPTION 12 SPAS RESERVED FOR VEH C ES AWAITING REPAIR EX. ASPHALT PAVEMENT TO REMAIN NEW ASPHALT PAVEMENT DISTURBED CRITICAL SLOPES Fire Marshal's Note: Knox Box Required for all buildings, please contact the Albemarle County Fire Marshal office for location. Sian Note: Guidance Sign, Drive—thru Order Signs, and Monument Signs are not approved by this site plan and require separate approval, At- 2 U UST iM. SHIMP a 1,' . No]. 45183 O A�SS IONAG� 20 0 20 40 60 II PAVED II I NV 411.23 23 -x x -x \_ x -X j X j / fff �I V V 1 \CFQ \\ \\ \\ V \ 1 I I y TEL OU12 T= \ \\ \ 1 I I \ \ 0 I _3 O `fie t ankh--- �9�-�T S S � S _S$- S Si SEPTIC / c S S\� S S S S S S_ S S -_� 4 \ C/0 2" S LAB Ue DIS BUTOR S S S I � _ F /n\ I in ISEPT N \ \I I \ I SEPTIC 8410 8 m 8 5.7% ATMENJ . o d �/ P86 e sn� ... B l AREA, . 0. ° i i NEW SEPTI / I \ °° a DISTRIB TOR / dA lof tOfs / 2,00 / SF y / .. tOP388.29 / nccEss \. DI- Nv-?7ez? /DRAINFI LD ARE TANK 86 .TOP=J8B60 ..'\ ..- 8.0 NEW SWM. J /f / y 3 l 1 IIII II I / / J i Nv=37625 nv 37 2' EASEMENT /,� PRerve and % \ 444444 / / / IN t' o s o 1 I 1 II^� con �/ 83� 8550 8280 �1 I �qe ROOFQOWNSPOUT 86 L 'ANEW SWM I R 0 /UNDER SW VIA 6" / FACILITY .. . -. -. .a L /_;d---__ L p \ I c 1 q�P U / FLUME �. f EASEMENT i HVAC AND MECHANICAL ao 85'�. _ I / I u I rn EQUIPMENT ON ROOF \ ^ V / \ 1 INLLr RETAIL BLD 85°� 855' I I. �NYLOPEI \ I n" AST 3160 5F FOOTP iNT I .. ... d 4, o°�o 1 Il11�n I �. t'2x2 INILE�I �6°0� I C/ USESTOHARDWARE�SEORE oaR U MY4M. SHIMP L . No. 45183 �Off, SSIONAt 8 �r .J; \ L- \ 8 'i4w T, nv ut 38035 = MH y�r REP A TOP= /� Water Consumption Calculation (Gallons/Day) TO W.. 3 V - �w v OUT= A \ 6� \ 84 NY P AST. ATE 385.59 _ /. ... Numberof Daily Consumption Total Daily Water ' -i v� \ Water Consumption Activity Units Unitsper Day per Unit (gallons) Consumption(Gal/day) Notes &0 m . 7 . PRI ATE\ I O OHU-�'�-- \ Mhl "".4. 7 so /�� \ Repair shop customers _ OHU 0 U - OHU HU \ `Ip� \\. \ WATER'.SER. 1 E .. _customer piPE \3'>�.0 �� / - Drinking fountain Customers 24 0.05 1.20L 0 .. ... .. ..' �� ¢�P�' �`90 coNc D ing fo Assumes each consumes6unces of waterfrom the -WI -W/ W/ g0? \ \\ Given that[he fountain is in the shop, not [he public area, we believe this m �T 1g .. estimate is likely high - -Washing hands in restroom Customers 24 0.02 0.5 Assumes two ounces of water evaporate orget left on the towel when a 0 IP-U } customer washes their hands LL / Repair shop personnel r -onnkingfountain Employees 3 0.5 1.5 Assumes each employee consumes 64ounces .ofwater per day Z \ / '�SO m / \ \ \J\" \ - Washing hands in restrooEmployees 3 0.06 0.2 Assumes each employee visits the restroom three times/day and consumes W � c_ / TCH �. � INv OUT= 1 / / two ounces per restroom visit by drying hands and through evaporation / IN v ca4 c i375.50 \ - mopping Units a14 6 0.9 Assumes shop is mopped once per week and 6gal Ions of waterevaporates 11111 IN I N W SWM J 1 ; 355.86 FACILITY �'� CONIC DITCH 7 �� / / / each time the flooris mopped % EASEMENT / / / / / / 1 \ - _ J // -. radiator Units 4 0.75 3.0 Assumes four radiators are serviced perday; approximately .75gal is added to O ��J radiator per repair, we believe this estimate is likely high II%I L RDrinki ore employees r�l I o j � -Drinkingfountain Employees 8 0.5 4.0 Assumes each employee consumes fi4 ounces of water per day C - - yrwvCD - Washing hands in restroom Employees 8 0.06 0.5 L� 0 Ex. ROAD CLI � W I I- 1 I I Assumes each employee visits the restroom three times/day and consumes n /l / two ounces per restroom visit by drying hands and through evaporation I I I \ 1 \ GOt�CH" / -mopping Units 1 6 6.0 Assumes store is mopped daily and 2gallons of waterevaporates each time Z nHo / o v / I/ O� / X. 15" CONC PIPE nFiO GO C I UTRT ^� 1 371.07 _ _ \/j\ -nH0nH0 `� / 359.91 � 370.96 INV p� 38 jo / 36617 By -Right Use -Water Usage Calculation Water Usage Activity Units Numberof Units FlowPerunitj Water Usage (gpd) Vehicles Served Vehical 24 8 192 Repair Shop Personnel Employee 4 13 52 Retail Store Customers Parking Space 13 2 26 Retail Store Personnel Employee 8 13 104 Office Personnel Employee 10 13 130 the flooris mopped / Uj Office Employees J -Drinkingfountain Employees 10 0.5 5.0 Assumes each employee consumes 64ouncesof waterperday nJ - Washing hands in restroom Employees 10 0.06 0.6 LL Assumes each employee visits the restroom three times/day and consumes two ounces per restroom visit by drying hands and through evaporation WL Drive -Through Coffee Shop r r Is / INV OUT= I / 355.06 I I Special Use -Water Usage Calculation Water Usage Activity Units Number of Units I Flow Per unit Water Usage(g pd) Drive-Thru Coffee Shop Estimate From Franchise Records 170 Total Estimated Daily Water Usage: 674 Note: Drive-Thru Coffee Shop Use granted by Special Use PermitSP201900003. -Dn n kl ng fou ntam Employees 3 - Washing hands in restroom Employees 3 -Product sales Store Units 1 -mopping Units 1 0.5 0.06 35 2 1.5 0.2 35.0 2.0 Ass mes each e inpIoyee consumes 64 ounces ofwater per day Assumes each employee visits the restroom three times/day and consumes two ounces perrestroom visit by drying hands and through evaporation From franchise records of of actual product sales and water consumption for the month of June, 2018 Assumes store is mopped daily and 2gallons of waterevaporates each time the floor is mopped fyW OUj O � M ` /\ J. Max. Total Consumption = 400gal/acre/day x 1.46 ac = 584 gpd max consumption Total Daily Consumption (Gallons/Day) 62.0 Date WATER USE TABLE WATER CONSUMPTION ESTIMATE OF 62 GPD IS LESS 2 WATER (I /� CONSUMPTION TABLE 05/21/2018 THAN C4 Not To Scale THE ALLOWABLE AMOUNT OF 584 GPD C4 Not To Scale Scale 1" = 20' Sheet No. 20 0 20 40 60 - Scale: 1 "=20' VOW C4 OF 9 File No. 16.003 I ; — GROUND COVco ER ., SWIM ESMT. \\I \ a vI > _8 OHU OHU � HU \ OHU -� — OHU `= - 2 F i¢ 6� + .... \ \ OHu DRAINAGE ESMT. �$ \ \ + + + +\++++++ ' f Noon _ \ \ \ \ TREE PROTECTION FEI�TC NG� 60 OHU ESMT. DRAINAGE ESMT. m ACSA ESMT. I E%. ROAD CLI _ Raveo I I 1 i (—j� x / I �nHo�nHo / 20 0 20 40 60 nHo i "=20' / SET TRUNK PLUMB. SEE Scale: 1 PLANS FOR EXACT LAYOUT AND SPACING. I TREE TIES, SEE SPECS. 1-112" SO. OAK STAKES SET 180 DEGREES APART SEE PLANS FOR EXACT LAYOUT. SPACE FINISHED GRADE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS APPLY 2" OF MULCH AFTER NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP Of LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE PLANTING AND WATER THAN I" ABOVE FINISHED GRADE THOROUGHLY MULCH 2" DEEP pO 4" COMPACTED EARTH IMMEDIATELY AFTER �4� �4 4 4 4 REMOVE BURLAP FROM WATERING BERM PLANTING AND WATER o TOP 1/3 OF ROOTBALL THOROUGHLY. 4 Q EXISTING GRADE 3" TALL WATERING PLANTING PIT. p BERM PREPARED SOIL FOR SHRUBS o O FINISHED GRADE PLANTING PIT. SEE SPECS ° D FOR EXACT REQUIREMENTS, PLANTING SOIL, AND F/2 BALL PLANTING SOIL AMENDMENTS. D1A MIN. uUi REMOVE BURLAP SOIL SURFACE l i � ' STRING FROM TOP 1/3 ROUGHENED OF ROOT BALL TO BIND NEW SOTWO TIMES IL UNDISTURBED SOIL BALL DIA. (MIN) 1 SHRUB PLANTING DETAIL 2 TREE PLANTING DETAIL C5 Not To Scale C5 Not To Scale: 0 U I� � z N `T M N W z W wd � o z w� w Z N o q LON, WQ N w. zzN W� y �l o z 0 N a U UST M. SHIMP Y L . 7 No. 45183 ro(Zo �w� oF�SSIONAL V�- NEW LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF B Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 419 838 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 452 904 Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 2 419 838 Evergreen Screening Shrub Ilex cornuto "Burfordii Nana" Dwarf Burford Holly 2' Ht. 29 14 406 f; Evergreen Screening Rhododendron Rhododendron 2' Ht 26 13 338 Shrub "PJM Elite" "PJM Elite" Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2' Ht. 24 14 336 o Broadleoved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub Broadleoved Evergreen Shrub Kalmia latifolia Mountain Laurel 2' Ht. 21 n/a 0 + + Low Maintenance Southeast Native 150 lb/ + + + Ground Cover Grass Seed Mix acre + + TOTAL NEW CANOPY 3660 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. LOW MAINTENANCE GROUND COVER SEED MIX: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) Mix the following 5 seed types at 30 Ib/ac each: Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghostrum nutons). cn V O o- E E 0 0 o 0 U (n o (n U U N U rnrnm� o `1 000 D 0 o�co �n o n�oocv r� � cD oho r WOO ff G' Q Z 0 0 LL Z i L zwZ W D Q 0 z U g�w LU 0 ® m Q � J 2 Q Date 05/21 2018 Scale 1 = 20 a> > Sheet No. C5 OF 9 File No. 16.003 DRIP LINE SNOW FEN BOARD FEN 0 U w N a , N W 370 —x I x —x \ X —x x �X /\ T v Z \ \ V A I I I DW ow R Cal of Albemarle 1^�_ I. f MApoeti Conservation Phu CheckUat-To be placed on Landscape Plans fo ACSA MT. \ \\ \ � I / (handbook,pplII$t61-i1f-297for complete spectl'icalfans) Z v w F �1 �— • . • y , > .: I 1. 'I' fulto.rin items shall be s act: O.. o \ \ � Trees to be seed; I — g �. 1�,�' t-v..r� �,.r' / / / Limits of clearing (outside dripline of trees to be saved); I 90� Location and type of protective fencing; T ` N A CFradc changes requiring tree wells or walls; `v^ Propascd trenching or tunneling beyond the limits of clearing. N _ w �I / / 2. s: a \c ✓ - ' ' ' ' ' I / Ali rrecs t with print n at a height clearly visible to equipment operators. — — 1 \ I \ '� _ ... _\ ..•.... 4 / I N A g II g until the tree mark g been inspected an approved y County Inspector. N W — — '.'.' . H I ... ........ '. �/ F I o he roved shall be marked w or ribbon a / I �i" / - 3. Pre•Coa radio shall onfere cr. i i has cc d o b a V) to / .. .. / Tree presmation and protection measures shall be reviewed with the contractor on site. �, Z W Z II 1 F Itc •'3 / / 07 ®® o O Q Q / I / W h- 1 �I 1 + I N / / / — — — / j / d. E of e t O entbn and Storage: i 1 0 A' I + / / I / \ / / Neavy cgmpmert, vehicular traffic any storaec of canstructinn materials including soil shall not be pcm:itted within dse driplines of trees W Z I I+I + c .. a / / to be saved. Q - .. / Eros on and StormwaW Detention Devices: C \ I � _ i- � - � _ _ r i • • •. .•... , •. • •. •. � / // �`� / ' � / / / I Such devices shall not adversely affect trees to be sal ..'. '.'. 0 .. .. Fires: ) ties arc not permitted within 100 fees of the dripline of trees to be saved. C / 1 + I.. I ^ - - I $ OH U ESMT. I \ y'... a \ / 1 / / \ t \ 7 Ill Toxic xic Materials; shall not be stored within 100 feel of the drrpl me of trees to be saved. 0.�1 + I I , FT] J 1 l II I I y \ / .. a a \. \ / / / \ ' i A. Protective Feazine: — —0- g ' SWM ESMT Q / / la Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. �• D ` I I I I I —/ I / / / Ed Fencing shall be in place and shall he inspected and approved by a County Inspector prior to radio or construction. o I + I / / g grading U UST . NMasis1MY a .. d / QQ 9. Three W Ill ESMT / Lrl When the gremnd level must be raised within the dripline of a trtt to be saved, a nee well shall be provided and a conan;cuon dela ` - I ll + I ' .-.::., `..—�. ..... ...---------- o �\ �� �� submitted for approval.All t / 1 $ .... w .. .. .. aCO + k I \ ° I ...". / / 10. Tree Wal a: SSIONAL a Q +I - Ili it l I .. .. .. \ I I 0 Tree round level must be lowered within du dripline a tree to be saved a uee wall shall be provided; and a construction deta a d \ .��� — /� submitted for approval. \ I +I o \ NJ��� tt nod : . 'freocbin rid 'ro i I a . J o o / \ / When trenching is required within the limits of clean ng it shall be done as far away from the trunks of trees as possible Tunndmg I \ rn + +I+ + o •- I I — II •, _ 1. 7 �" t `, sunnier a large !: ee shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. .. : : ' 4 I \ } I I I - o \ '1 ;.rive tenclng shall be die last items removed during the final cleanup. I \ I I + I+ + I I I I ) .. ... \ 13. Damn cd Tr ar sha1� be vested immediately pruning, fertilization other methods did h ... + 00 ,,.. .... '�...: I�� Dal1U waged . dy by p . g, or o rr o recommended y a tea specialist. ar — — — ' " .'.; — — — NOTE: IT 1S THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH TILE CONTRACTOR ON TREE CONSERVATION — o o : 1 \ \ 'i moo• —, d'Q. ... ... ... ... \ \ REQUIREMENTS. 'o m aci o E -EE WM ESMT. I \ =11 \ 2019 N n� n a \ a�fDsi \ I s� 8,,I / \ \ — ER SIGNATURE (DATE) o OHU� HU�oiU� \\ I_ } F _ - Ol — oHU — + ® \ R SIGNATURE .... .,... .. ... .' .o f q \ ..... . . . ........... . � . � � '.. ..'. .' .... o /' CONTRACT PURCRASE A A DRAINAG ESM + T + + + + + TJ+. o \ I\ \ — — — THE ROiE ION FEjq_6IiN — — — o — / _ pHU ESWT. — DRAINAGE ESMT. w C0 — II<` ACSA ESMT. I I Raven E%. ROAD o i (—j x MID / I �mo0"o / 20 0 20 40 60 _ �Ho i Scale: 1 "=20' CORD FENCE CORRECT TRUNK ARMORING ow TRIANGULAR BOARD FENCE CORRECT METHODS OF TREE FENCING TREE PROTECTION FENCING il C6 ) Not To Scale LANDSCAPING NOTES; TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 63,612 X .10 - 6,361 SF REQUIRED PROVIDED: 12,919 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR: 191 LF/35 = 6 TREES REQUIRED 1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR: 479 LF/40 = 12 TREES REQUIRED SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 18 NEW 2 5" CAL. TREES PROVIDED 80 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES_ 45 SPACES/10 = 5 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 21,230 SF X .05 = 1062 SF REQUIRED PROVIDED: 5 TREES PROVIDED 1705 SF INTERNAL LANDSCAPED AREAS PROVIDED NOTES: 1. CONTRACTOR TO APPLY MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2, ALL SITE 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. TOTAL POST—DEV LANDSCAPE SCHEDULE Plcnt Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF A 0 Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 471 942 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 510 1020 ( +A Large Shade Tree Nysso sylvatica Blackgum 2.5" Cal. 2 181 362 Q Large Shade Tree Quercus palustris Pin oak 2.5" Cal. 5 419 20,95 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 +B Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 4 151 604 Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 7 419 29313 t + J Ornamental Tree Cercis cahadensis Eastern Redbud 6-7' Ht. 8 124 992 Evergreen Screening Shrub Ilex gla5ra Nigro Inkberry Holly 2' Ht. 17 23 391 Evergreen Screening Shrub Viburnum pragense Prague Viburnum 2' Ht. 18 44 792 Evergreen Screening Shrub Ilex cornuto "Burfordii Nona" Dwarf Burford Holly 2' Ht. 43 14 6,02 Evergreen Screening Rhododendron "PJM Rhododendron "PJM 2' Ht. 38 13 494 t�Jl� Shrub Elite" Elite" Evergreen Screening Shrub Abelia grandiflora "Campacta" Compact Glossy Abelia 2' Ht. 24 14 336 o Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub Broadleaved Evergreen Shrub Kalmia latifolia Mountain Laurel 2'Ht. 21 n/a O + + Low Maintenance Southeast Native 150 Ib/ + + + Ground Cover Grass Seed Mix acre + + TOTAL CANOPY 12919 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. �l rnrno�rn o �I o000 0 N N N N N o u� co cn o n�oocv � CD ooo Q Z 0 0 LL Z i W zwZ W D Q 0 Z U g�w LU 0 ® m Q j L Date 05/21 2018 Scale 1 "=20' Sheet No. C6 OF 9 File No. 16.003 20 6 Scale: ++++++ +++++++ ++++++++ .0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0. 0$ 0 I�$- 0:� 03� 0:4 0.6 0 1.3 1.3 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0 +0.0 +0.0 +0.0 +0.0 + .0 +0. 1.1 1.3 1.2 1 1.2 �.9 2:5 0.0 1 O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .1 + o + 9 + +2.3 +2.4 +2.4 +L6 +1.3 + .6 +3:4 +4.6 0.0 2 + + + + + + + + + + + + "3.5 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.3 0.4 0 3 1 2.2 .0 3.5 5. 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Luminaires accept HID sources up to 175MH, and Compact Fluorescent up + 0.2 + 0.1 + 0,0 + 0 0 + 0, \ to (2) 42 woo Housings are sealed throughout, completely excluding moisture, dust, insects and contannicana. 0.0 107 lumiruires installed in the normal downllght position, with a Flat glass lens, provide full cutoff performance +0.2 +0.1 +0. +0.0 0.0 'V'\ PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS +0.2 +0.1 +0,0 -S 0 �T�, C Eater the vrx, cede arts sh a apph,can, ba' o pw Anus ME, G.x. poi,. the rire tight se ¢seacar(r,elan. Net ell eersintirs aaid cs ifiv am. are wad. Aa(er tv ncerr bchw for ex<W tans mid limtmionsF quezvaes woo s, plmseemsuh the ¢saa.y 0-0 �. PREll DISTRIBUTION 7 2+11 (}F�a v.H.3 +0.1 + .1 + .0 107 GJwing Stonce FT Forward Throw NotA daNew Fl stet lumps. Emergency Sconce WT Wrrde Throw I61 0.0 107EM .NrtA wan F[aarescma herrx. � �P 107EMC Emergency Sconce, Cold Temperature MT MediumThrow + + + 4 107EMR Remore Emergency. Sconce 4 0.2 0.1 Re ,ta m§g d.cMeb w -xl loom harm, 0.1 WATTAGE AND VOLTAGE (1Hq 3 +0.1 + .1 LAM P I VOLTAGE CHART-107 CONFIGURATION CHART -107EM OR 107EMCs Schedule Symbol Label Quantity Manufacturer Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage Number Lamps Lamp Factor 4 PHILIPS 107-WT- 100 LINE SCONCE CLEAR 1 107-WT- 12500 1 150 GARDCO 150PSMH HORIZONTAL 150P.ies A H RATED RATED FOR 12500 LUMENS El 1 PHILIPS GARDCO EH19-BLC- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-BLC- 250P.IES 22000 1 250 B 250PSMH D RATED FOR 22000 LUMENS ❑ 2 PHILIPS GARDCO EH19-4X- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-4X- 250P.IES 22000 1 250 25OPSMH c RATED FOR 22000 LUMENS Statistics Description Symbol Avg Max Min Max/Min Avg/Min Right of Way Line + 0.0 fc 0.2 fc 0.0 fc N/A N/A Site Area + 1.0 fc 9.7 fc 0.0 fc N/A N/A Note: 1. Wall and pole mounted fixtures shown shall be mounted at a height of 20' above finished grade. 2. Light fixtures shall have a dark bronze aluminum finish. 3, Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminare and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from lumincres onto public roads and property in residential or rural areas zoning districts shall not exceed one-half footcandle. 4. No new lighting emitting more than 3,000 lumens is proposed at this time. 0. 1 V9JPasx 12Q 208 14Q 277 347 480 60CMFE 200. 277 SOMH 70MH OOM H I SOM H 175HH-e SOCMHE UNIV 70CMHE' UNIV 100CMHE' UNIV 35HPS 50HPS 70HPs OOHPS 150HPS ar 260F' UNIV 2260F' UNIV UNIV 14E UNIV UNIV UNIV 60CMPE 60 Wm, flsmspsi. filth per nu ekcrmnic wmm MH lamp and bvklvet'ar . Avalak FiWr add MT Avalahh 120V tar 2iMV - 27N rely * Mµ CMHE rid HPS tyres de,ore moisture fa ed El tamps. Air MHISOW. dbdrwore Puhz seta by d sU stroted" CMHE types �+ I ]SMH not conk,sk (r sake it th• Jewsi States Vol[aaeRi a� xumt10 201 20 � i4i 489 226QF' "�Distrbudon 32MF 42TRF Distribution Voltave nuore,csmc FT WT I MT I20 108 240 277 1 347 1480 226QF23e 32TRF 232TRF'aa 42TRF 242TRF'" I. Flaa•vccaard G'AHtLm es fawn<dcerrmh'cbotmu tiros mcq,t 120V mrargh MH-Meml lldnie 277'd. 501sto60rznput SpxsfY'UNY'vdmge fa 120Vfircugh 277V CMHE-Cemms Mewl Haid, 2. One 110am, i, per,• n emergency nude.6 Fld, FMCand Hai wch she with Elxtrark Balbn 38KG quit . 3.Amv able rAtlr ICE420 omear,whXh panes mo (2)!amps in emi rg cy mode, ICE420 F-0S-H'gh Pressure SorEum rpt+odw),,xr<,N,rh22o(2Fe, 732TRF. CAUr)O.N Mdomumbaaery pockdirea IPS- Low pooere 5cdwhh power for EMP cores me, ICE420 sonar is 100.wsa, (83 creep edam hominy e'em.t ➢F-Tnph,fube Fluorescent a.. pits ,encode. to the normal ktpat P.,,, fadermer, LnPs and bolast QF - @had FLso-, 4A.mkNle with 1 62 corm, Much peven two (2) limpsre emo dd, mode. Ischia, ore wired in la-M 1. ox ra szreeds,, ehraid ene lidua became brupemNe the remain». C re c cos nrodtci irh q r,hwm whh"UNV' dr 5 Reiei/ op t wrcha mule talk" tar, de, t f2250ldul of g 200.277 uree kbl fO, d nog S. Re(er. tp 107 EnxBenry 5 kLJe". Aa%e 3 r addrUvrra! infomwtim. 1611 Clots Barker Road, San Mahsos,TX 79666 PHILIPS (800)227-0758 (512)757-1000 FAX:(512)753-7855 stefghtng.cem 2012 K klike Ph'I'p Flecu,mcs NV All Rght,R d. ph?p Card- ih tigh h ti msc',Isd.we degnol it,pradua withoaY nor!'ttton as pa t d the company s continues product mprovement program GARDCO 7911 5-102/0512 (30 Featuring CosmoPolis and MasterColor Elite Electronic HID Systems Form 10 Square Page 1 of 3 EH / H Arm Mount The Philips Gardco arm mounted Square Form 10 products are cutoff luminaires for high intensity discharge lamps up to 1000 watts. The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing. The H style luminaires are die formed aluminum with a thermoset polyester finish. Both products can accept one of seven (7) interchangeable and rotatable precision segmented optical systems. Flat glass lens luminaires provide full cutoff performance. Sag Lens luminaires provide cutoff performance. PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter due ounder code ime the appropriate box above Nums Gardco reserves the right to refuse a nauggeatin. Not mbi all eomtions and configurations a lid. Refer to notes below for exclusions and limitations For questions or cancer ns pleas onsultshe factory. PREFIX MOUNTING DISTRIBUTION EH14 14" Square Extruded Luminaire 1 Single Pole Mount Horizontal Lamp EH19 19" Square Extruded Luminaire 2 Twin Pole Mount at 180' 1 Type 1 BLCe Backlight Control H14 le Square Fabricated Luminaire 2 90 Twin Pole Mount at 90° 3 Type 111 e9 O°I,Not available q 4X" Type IV hove 4W watts. H19 IT Square Fabricated Luminaire 3 3-way Pole Mount at 90° yP H26 ?6" Square Fabricated Luminaire 3@120' 3-way Pole Mount at 120° FM Type 1V Q TypeV 4 4-way Pole Mount Vertical Lamp VS TypeV 1 Type 4X ars hU 19" luminaires my Type 4X luminaires, 40OW and below are supplied with In 400W andbelow, eartical brute luminaires; am supplied rat gates lee standard. 2 MHIPSMH QOWType 4X and BLC luminaires require the E281BT28 reduced jacket lamp with an acrylic sag lens. A ho, ag leas is sm,lien with luminaires above QOW and with 24i'lumnsaires Medium base. lamp. MOW min or 14 urns. WATTAGE VOLTAGE EH I H 14" EH I H 19" H 26" 120 200-277 10UMH'- 250PSMH (D 400PSMH'0 TSOPSMH Pulse Start MH 1SOMHs 250P590^ © 45OPSMHI 0 71SPSMH' Magnetic Ballast 175PSMH ® 320PSMHIQ 875PSMH 20OMH © 350PSMH1Q INOPSMH' Cosn.polis'" 60CMPE Ele¢mnic system 90CMPE (See Notes 5, 6;9) 140CMPE Mas¢erZolor" Elite 2101,110E-3K© 315MCE-3K© Eleco-onic Symons (See Norer 5, 6, 9A 0) 210MCE41<0 315MCE-4K(D Pulse Suit MH 250PSE"a) 3201PSE"'© Electronic Ballast Standard probe start) 17SMW MH 250MH«e 2SOMH" 400MH" 1000MH M nenic Ilan* High Pressure Sodium 70HP5 200HP5 750HPS Magnetic Ballast 100HPS 250HPS t0WHPS 150HPS 400HPS • 17SW, 2SOW and 400W probe start MH luminaires arm rest wailable for sohin the United States. E Wattages marked with Circle"E" meet federal energy efficiency standards applicable to 150 watt through 500 wart metal halide luminaires only, 4°rm_10_EH_H 10/15 pagelol3 208 CMPE. MCE and 240 P5E types any. 277 QUAD 347 12Da0824012n wired m 27N. 480 2. MHIPSMH 400W Type 4X and BLC luminairesE I require the E28IBT28 reduced jacket lamp. 3. Medium base lamp. 4.Aodli ble with vertical hmp oPucz arty. 5.UL Leted . 40'C ambient 6.Avalzble 12OV, 20(1 347V or 480V only. 7. Requires E281BT181amp. B.Awilable with horizontal Vamp courts only. 9. Cosmopole and Ma,terCobr One systems are supplied with lamp. lo"-31C'suffm specifies a 3000'K lamp and "AK' snffa spedf e a sYx)TK haw, 11.2SO wan Pulse Start Metal Halide with a %% efliciem magnetic baihst Complies wim Caldcoun Tide 20 e0ecdve V12010. Available in 120.208. 2M or 27N only. PHILIPS GARDCO M. SHIMP > No. 45183 `&kWAT F+ Z o c� Z i W zwZ W � � Q O Z U g� J a �5 NLU Ir � G 0 ® m Q � J L Date 05/21 2018 Scale 1 20' Sheet Sheet No. C7 OF 9 File No. 16.003 395 390 385 380 375 370 385 360 355 £L.==374,80_ EL.-373.50 - lttttttt■�!� Will C'fill,�� 1 11110111111111111 E1�IS�illttifi� F• C{w3 i1_ _ EWI �-�■�I:I�C�Ti31Tii,11��i�1 ���■�i! IfellilSli_rT'��_I �II�■ -:I!Iifli TIMPLeinlalt.^Ubp�9t IIMIAII■YJ■ _IIN-0-KNIM i I•SirBGiiiPJ71■W=� - IF44.z �IIY/ilelwav�.+_.���! �Il��lll• 11111111111111114 �c�r•T�t� i ANEW STORM SEWER PROFILE C8 SCALE: HORIZ 1"=30' VERT 1" 10` Prop. Grade Ex. Grade -III Wrap bedding in Mirofi -III-III- 140N nonwoven filter 60" HDPE fabric or equivalent DETENTION PIPE L V 50-YR WSE 371.79 V 10-YR WSE 371.75 EL_=371.50 _ 2 0 - - - - 1-YR WSE 371.31 ---- V Invert 368,50 INV=368.50--� REINFORCED STEEL PLATE -#57 Gravel Bedding NEW DETENTION DETAILS SCALE: 1 "=5' ° ° ° o ° O • epoo °peep. °ego ego e • °■°NO°pG nO°ppCp YJ • �aa a° pae-,P I °a°0 eep�'b Iu OF%•ir it Im `l ! iM1o.l P,a, ti noiluL "'0I(11'cH1i0T rI A.IIa [All' TRASH iiACK 395 390 385 380 375 370 365 360 5F 1.6" ORIFICE W. TRASH RACK New Trash Rack 1" Holes 30% Opening Area 6" V - O Q Front Section J N 0n 0 0 0°O 1 0 F- 00 Side Section 3 ORIFICE TRASH RACK DETAIL C8 Not To Scale CORROSION RESISTANTLADDER SEE NOTE 0 LADDER BASE IS TO BE BOLTED TO THE BOTTOM END CAP d Ile- R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL a-c L� le MAX W MAX IT MAX SS HARDWARE FURNISHED WITH LADDERS 112=-13 X 1 314- HEX HEAD BOLT, 112FLAT WASHER, & 2' HEX NUT NOTES: 1. LADDERS SERVING MANHOLES CAN USE DEVIATIONS OF OSHA 1910.27 FOUND IN ASTM C478-12. LADDERS ARE TO BE ORDERED FROM LANE INTERNATIONAL CORPORATION ONLY. 2. CORROSION RESISTANT BRACKETS WITH STAINLESS STEEL HARDWARE SHALL BE ATTACHED TO THE LADDER BY THE PIPE FABRICATOR THE HARDWARE IS INCLUDED TIP, ANGLED ATTACHMENTS, WITH LADDER MIN. 6 PER LADDER. 3. USE STAINLESS STEEL BOLTS, WASHERS AND NUTS TO ATTACH THE LADDER MAX VERTICAL MOUNTING BOLTS BRACKETS THROUGH THE PVC GRAIN BASIN SIDE WALL. MUST BE POSITIONED TOWARDS 4. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 144NGHES FROM THE TOP OF THE RISER BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSIBLE. 5. BOTTOM OF LADDER SHALL BE ATTACHED TO BOTTOM END CAP WITH SS HARDWARE SUPPLIED WITH THE LADDER 6. WEIGHT OF LADDER TO REST ON END CAP. 7. ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. 8. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 36' MANHOLES WITH LADDERS. .FOR 36" MANHOLE BODIES THAT EXCEED W LADDERS ARE 70 BE FIELD INSTALLED AND RISER SECTIONS ARE REQUIRED TO REACH THE DESIRED STRUCTURE HEIGHT. CONTACT NYLOPLAST FOR DOCUMENTATION SUPPORTING FIELD INSTALLATION OF LADDERS. �BMP RISER & LADDER DETAIL C8 Not To Scale GALVANIZED STEEL STEP * MNBRIM OF 3" EMBEDMENT LP STANDARD STEP VIRO" DEPARTMENT OF TRANSPORTATION ST-1 I4 GRADE 60. REINFORCING ROD ENCASED IN0, L`ORROSION RESISTANT RUBBER DR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURERS DESIGN) CORROSION RESISTANT MATERIAL R7* REINFORCING ROD CAL SECTION I ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4Y/2" FROM INSIDE FACE OF BE M" C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. .,.' GFL IV . VLNIwdLY ALIGNED AND UIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST VATS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DFFETNG INDIMENSONS, CONFIGURATION. OR MATERIALS FROM THOSE SHOWN MAY AILSO BE USED PRO IDED THEY MEET THE MINIMUM REL$NEMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HIS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. All STEPS INSTALLED SHALL BE PROVIDED WITH SLP-RESISTANT SURFACES SUCH AS BUT NOT UMTTED TO. CORRUGATED KNURLED. OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221.ALLOY e005-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHILL BE UNFORMLY COATED WITH A BITUMMO(S. SOLVENT TYSPHNSBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A MIN. LADDER STEP DIMENSION Cg Not To Scale 6-1 SL-1 Ie BIAS W W C-C TYP. BAFg a e• C-C TYP. �9 �_I � -T �.. �• SHAPE TO ELEVATICN .. I I I I I A iT LARG1. EST PIL�S.°F A I I I B e � D Sa'aAMETBR �• '+ 1 %': TH GF HPE I IIIIT I TT PLAN WILLNE NE$ AND PLAN '9 SLOPETO INVERT OUTLET PIPE SECTION A -A TRANSITION r T w'W METHOD OF TREATMENT IN DROP INLETS SIZES OF ROW T O. cLAss A3 caxae:Te alas AT eolic E �6T !AA^ SECTION A -A SECTION B-B NDTEs, SHARING TROF MAI AND MEET INVERTS N DCCORDAWM WITH THIS DRAWING 6 TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE RNDRT PPE ABOVE WERE OF \� SLOPE TO ORAI 1. WE STANDARD SAFETY SLAB (SL-D IS TO EE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE MANAGE SLhMMY SHEET ANI THE DRAINAGE DESCRIPTION. FOR MAIHOLE3 JUNCTION BONES, ANO DROP (NETS WIN HEIGHTS GREATER THAN 12 FEET THE SPMIAb OF OF 6 STRUCTURE. TO AVERT OF OUTLET RPE ADJACENT SAFETY aZI SHALL BE S'70 12'WITH NO SAFETY sLAB LocAri$ WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE SAFETY SLABS SHILL NOT EE LOCATED BELOW MAMOE OR DROP M.ET 6 TO FgNAED .YD CONSTRUCTED N EMERT S14 WITW APPLICABLE STANDARD OR SPECIAL DRAWING. SHAPING HEREON Ti TO CONSIST OF A A ANY RAET WE OF Ja' DIAMETER OR GREATER. 2. THE COST OF THE Si.-1 6 NLLLDED IN THE COST OF THE STRICTURE. SEE CAST N RACE DRAWNGS N IETILED PORTTHE LAND TO CLASS 13 OR MASS , XCIEF T CONCRETE F MANSE AGGREGATE TO V" N DAEOR AND CH OF AGGREGATE MAY IC UP TO O, IN DRAM THAT 2S% OF CONSIST STONE, BRICK, TO THE J. OTHERS HERE AP ARE TO BEM STAGGERED FROM WE SHOE OF ACCORDINGLY. WHERE ADCORONCLY. LE. STEPS ALE TO F£ STAGAST, FOR FURTHER DETAILS 43 ELMS W I" C-C TYP. BR . Wi: BROKEN CONCRETE OR BRYEN CONCRETE D TRD TIE SURFACE CON E SHALL BE LEFT SMOOTH BY MEATS HAND TROWELLING. Nall I .:i �` SAFER CTED d. SAFETY SLAG MAY BE C/aT-IN-PLACE OR PRECAST CAST -IN -PLACE CONCRETE TO BE MAY BE E W WE COARSE AGGREGATE SHI11 REMAIN FJ(POS£0. . ' a CLASS AT l]OW PS). PRECAST CONCRETE 6 TO BEM (4000 PSD. REINFORCING STEEL TO BE IN ACCORDANCE ill" AASI M31. OETMS OF NVERT $HILAN /S SHOWN PWRECK INUE ME FOR ESH PED n TOOUTLET EPMICLA( _-_ , 5. MY CESS OPE DAWETSR OL THHBY WTIE � MIDR�VSIMSLY°RTO BEY. ST(ITT THE 1NNLETT AND LESSTHANACI£ RECTANGULAR (HENSTRUCCTITIREE WDURE 30" LONG). CONFKtD1ATON AND FLOW LINES. SECTION B-B PLAN TYPICAL PRECAST UNITMETHOD OF TREATMENT IN MANHOLES \V= ROAD AND BROOE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS SPECIFICATION E VMT ROAD HAD srwnADDs TYPICAL CONCRETE SAFETY MANHOLES AND JUNCTION SLAB FOR DROP INLETS, BOXES SHEET 1 OF I REVISION GATE A VIROMA DEPARTMENT OF TRANSPORTATION DD2 1 MEET 1 aF i AEVI901N DATE VRGINA DEPARTMET OF TRNSPORTATI N 302 1OE.07 NM N 1 REVISION DATE SHEET , OF i 1D2Ai 3299CGR APPRox. tl WIMFA=MP M IN 'AFFPO%N£XM{OFGRATE=%WIHS -� easEl _ sm Pe'NAsh Jir3 � 3593 9VP Inx3LOTOIATI GwBwNe6 ARE FIXt NEFF®ICE plY ANAL 4YNFN810w5 WV VMY GN4NSICNSPFE IN ItKi£$ IXYIE NEFFa' kt0 LCM M1Y tl UJNIIY: MFIEPoAL59WL4WFGRMiGAS1wMVi GRMEAAW TNSFfW(le£eW�dBMTYARRMYdpa rNN%R EBL W19YL NY'9lMA PA'M: GV^TINGSAREMNi3'NI)WIINABMX PRIM NM1eY0.CWKFASHEiwttnel'S. IIEPCRtPi tlf(10.IF. LarliY`i CEVICEAVNV&EIPA%1IiIXFST yz-IXNe1M'tD gtP.6ffi2!#TFASPPWF[[E!x)t WIFtR mE Weis MORE �PM4a3NT TW111P13E ,a1x�,�.an� fvylo last' h°fT'K FSRNAipI94N11w@J ptwWOBY 4U AOLRIp.%YF 'N£RAWi MI 1e-8,SdUCEflUAIf flF➢P£ALCMI4FMSFPwr1R9n FEIXUNMH FARE FPIO£WIIHIB'B0.5E iPPRO%123W 184 CCMfPIDIf#M1W MN.YgCTH1EGiM'Y °,,1E Nyyp T3AKIFTMNI W0IPY FlUAEWlIHNPAE MRI0X. 1'A.W LPS A¢tY%EIH6PW FORTEW2tIDlER10N¢6 FFIIMMRAt2MPLY RMAEWnxJPSA�APFwox. nsr°tas ISPwamlUx�LnYMewcAarrtry Mwsff swt Wm last Mmo mnatN uv a RH859WtHYNYLCFlAlt NYLOPLAST 2 Fr X 3Fr ROAD & HIGHWAY STRUCTURE: 32 _ _ AGR _ _ X 1121 WTEWGTEO WLnLE MOw FNaPE3 QMTETOWTUWWOD te'MNWGINWID¢NE FV MWTNTXNESSGIIIPc'LNF TRIfiICLOPOS CPNCFEIESIABpMFNVMA1ff FORWIDEM RWHRSTMCTDEWEXInW FLIPPOGESOkY ACTLL•1CO KTEBIABNLLS W`K`ONP) TFI(INO INi9 CON50FRlTIPN ILCPL SOIL Eg8]RFi1S l W3:F LOMWG.6OTHBiMttKfBLE DESIGN FACig19. 1r•-TD fA,N[5 ala'EF WCR[ Mipe4 wx - YNMHY EW YPlE1Mt K :Y W"M .,.. rax�WK» w.RIM .� MaWM sMn " wY .M MW rfylo last M �, �xawzxmanxw.x.YDAN:.Mww,M,rol ""°. IW.AWE.E �.OMfPro6 Y�E'OR:Wne NFDYFFMW WNMSMTFFKNI. ,„F F,..FY W,a.IgxWA wamexwlurvuiFw+aMFFrxx.aoPx:na. 1sFwelwa.vc®rrevsaeNxwnmm aWA 1a mui ..1 1.. .1. ur se ITA1M991],IFWYM1IaTAR. muxtmv, NOTE: FINAL DESIGN BY MANUFACTURER. 7INLET 3 DETAILS. C8 Not To Scale Section 2724 Engineered Surface Drainage Products 3099CGSQ & 3099CGSQFH gF%EO%.GMTEDRgwMEA= Idbla�w 'APRIOX WEILLITWRH FlUME6XW0 =PBi WI&S 118 ANusTMEmm sLOT3 T o �,L� R YXt CGRB NLET 'I srApCPFO gUTE DDD DDD 2725 n 0 DDD w DD �D IN mi 2txuPTOiDpTNtU in B IIHDHEST IDW 9Ef1MG RTW 4]ilOWdi XPW STUNG zxzWRBIl4ET FRMEtxem WNCGAFH TPP � 645EPUTETG TPPOF6UWpASN OMEN-MgYSMEFORREFERFHCE IXAY 1�0 2%! "NEIGXIWEBHOi KL111£ ACYUAl O11AFll.4aNSlUvvARY 1rB0.9EG ITV OLY:T%f IRCNR4AE PLATE NMENSONS ME W III 1�ANEG. Zll IWSEG ,PPR0KI8G MID "EL" LPMRAIMG 21&45E02P3 1%19EGAPNH%W IL.LBS EIIJD Wk" MATFANLS SNALLCONFOPi1 T0A5FNASifi PiGOETpIg05 30DSEG, IBPgSEP APPRGX K OM PLANT: CASPNGSAFENRt S4MWIMAWAa PRIM YkAiEG AIDE, %i wW LOCMN GRAMSU17CE135RiREPNEST5EE 18NWNk NG]WZ-.11G6ii 3bYSE6 RPPRMBZWNHS SIAPEGFOMIESIIRFACEI35Z% macmF xc. nxn s n.Mu xvm "i CUIle YLLET FRPAIE %I.IG YDIDEI3.APPWJ%1.i6CLLGF psynµssgawm m e APRiD%.pUMM6ACFGRATE0X000 vta piurns TMFu zw ouc>PFw 1\y y1('V�llotl Fu �leaam LOWEST BTTW(i=4i 3)SOM �' a.St LOWS I- BETING=ZISI5SOM 9M. M(aw ,6:M ar une pwAtien.vuE .wnNwx+xa.em LOWETT.T SETTING-M 14601N IDWEST.3#RwG-MWMIN P MYe }Rx1 Mw-xxt ax. ,osu inmMeim °" HNwE519ETPNG=310BI50M nFtt aca,F>rt L�usT. mm'Fe, wlgi (oF1 tiVaMe NYLOPLAST 2 Fr X 2FT CURB INLET STRUCTURE: 30 _ _ AGS _ _ X CWkI£IECLW B[i11TEA A9PN1lT \ I� IdIm YriGiNieI�uNE - ; � RMM TxexxSssWlDEuxE rM vMwaE MVERIxEpx14 OFF) FWW AVquPJIN V.c 0TP III d1CTILE NMtl IM'E OFF) FRAwE, 1iWTE,flNC® YM OIESON. CACTU&E3D1iETE 51 MLkSTKD GUIGEIINE PURP09ESClAY gCiI1PLCONCREIESVBML5i3E0ESL3HEC TN(WP I OT4R'MFtiAT10XLIXALSt%LVITOW NS,TRAEFtC LOAOMO SOTIERAFPICAWE0E8N3H FMTORS MHWIMBWWI DIEDA RPIPE MMOFACMNFR PE,XWOODATPJN (MINI YANNFALTIANA3 Ip MIEORATE0011Ci1FR[N NE9:SNAEMMM.SNAP1 µl gaPcra D PDOETOYWTCHD3NOD- w-' P. 6. OP VAGMLEAXAPOkP1H ,A•ATERIIGHIX ACCOROMGTOPW6 ICCPROfaATF➢fDPE SHOWN) R_.. (VWNONIT-Rd', IPNNONW DPi00N MM'IFAC111RwONE01 INN ON U! N. C AA. 6IIWW' r9 VARIW5ttPE3.OF MLftAWILEFMgP1FFS.AVMgB1£ d' 3V Fqi CORRWATEO HOPE VDSNVXTSENCRO MR 151 1HESAONFILL W'IEPW.SHNI nECR115HED DfWE LR OTHER MSMANCgt 3wtiE WALL1. M-12HP PrLSEVhR(EXSOR35j, CW3 `tt 0PWK W WTERA1A; REWNEA4NLS ELF CiA.4� 1, PVCQwV(FX:SCNdII1. WCC5PLC905.CGRRLG4TEP8 MSB19 EVC 1z-3V CIASB N,ORC'IA93WMATFRIPl0.50EFWE0 NP51M09I1. nE00RD6 9KY.F6L F W 81RFPtF ORPIMGE YAETB SIIgf19E F1AC®BCCMPACIEA GN60NMLYM AC(xA'IMIICEWITNA$iMp23Zl, u .., aM1Pt F _ rn9 'xE°S CdsaPnW xM+LA9Y,M4PPePwC1N[. - Ann Fu. w rim T[PawxVF cowry 4lu 1Nwxcm WNtWMF1 wsRsspvn ��� Haw P,x, P.OiBaio W,M of W M 1Nyltlast F n1W w µx<rne Mcro 1m ex Wroawn"xumwH,w,gMH Ax.WKae. Ww ezeAcrromwF ..."r1�.ud _ Fmrtswao,ews,£?wemio a:PatiJrnax MTMrewnrtwx..awPNn "mtanxenw .oemoF«, NFx�wwwiw IMcvmmw �- Ono NFE n eFA1F 1A Wer 1a1 PM4n FevaWeN NOTE: FINAL DESIGN BY MANUFACTURER. 8 INLET 4 DETAILS C8 Not To Scale GENERAL PVC surface drainage inlets shall be of the road and highway structure type as indicated on the contract drawings and referenced within the contract specifications. The ductile iron frame and grate for each of these structures is to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The road and highway structure shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc. or prior approved equal. MATERIALS The road and highway structure required for this contract shall be manufactured from PVC pipe stock, utilizing a thenno-molding process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured form PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomenc seals. The flexible elastomeric seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the structure. The raw material used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class 12454- The grate and frame for all road and highway structures shall be ductile iron and shall be made specifically for each so as to provide a round bottom Flange that closely matches the diameter of the PVC basin body. The grate and frame shall be capable of supporting H-20 wheel loading for traffic areas- The metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. INSTALLATION The specified PVC road and highway structure shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321- Bedding and backfill for the road and highway structure shall be placed and compacted uniformly in accordance with ASTM D2321. The road and highway structure body will be cut at the time of the final grade. No brick, stone or concrete black will be required to set the grate to the final grade height- For H-20 load rated installations; a concrete ring will be poured under and around the grate and frame_ The concrete slab must be designed taking into consideration local soil conditions.. traffic loading, and other applicable design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines. 9 )NYLOPLAST STRUCTURE NOTES C8 Not To Scale 4 VDOT C8 Not To S NLET SHAPING & SAFETY SLAB DETAILS SUBBASE RADIUS NOTES 1. ME ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AT F CAST IN PULE, 4000 PSI IF PRECAST. 3 US OF WO FEET. OR LESS (ALONG FACE OFVCOS) WIING A LL BE PAID FOR AS RADIAL CUM, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" OT' DEPTH) OR INCREASED MUCH M 3" M2P DEPTH) DEIWV, TTH TOPTOF A CO R OF THEE PURB LL COINSUBSTRUCTURE. OTHERWISE THE DEPTH 5 TO BE IS- AS SHOWN. NO ADJUSTMENT N THE PRICE BD 5 TO BE MIRE FOR A DECREASE OR AN NCREAM IN DEPTH. 5. CG-2IIgqIS TO BE USED ON ROADSH�ypAYYS MEETING THE �I(NII%'ffATCF FTK CVDOT ROAD DESIGN MANUAL. STANDARD 6CURB 105 REV. 9/O6 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.D1 CURB DETAILS C9 Not To Scale CR-D R-W PAY MIT GR-2- 8'° X 6" SOIL PUTS TIMBER POST ANCHOR PLATE j',.' DIA Md10R CABLE `sEHE° STD w HDW -.-- _-- PLAN ME DI SEE DE TNL A;• DI,A ANCHOR CABLE I TOP OF GROUND OR PAVEMENT I TAIL B I I GENERAL NOTES: 1, THE DETECTABLE WARNING SHILL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESMAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTIBLE WARNING MAY BE USED WITH THE APPROVN. OF THE ENGINEER. TYPE A 3' FFLLO R ORBYYB USISNG PERERSBLME CONSTPRUUCTION JOWT WTH REGUREDBARS. PERPENDICULAR 4, IF RAMP FLOOR IS RECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO A THAT ADJOINING FLARED SDkS CAN BE CAST IN PULE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,INN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER RANG 12:1 MP% BCTH SIDES OF THE RAMP FLOOR, MO -DEPTH OF RAMP FLOOR. MINIMUM �� CONCRETE COVER 1T/s" 7rmT", 6. CURB / CIRB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE NCLUDED IN PAYMENT FOR CURB / CUNB AND GUTTER. B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY OR NONEXISTECN�T. THEY REGARDLESS OF LOCATED WITHIN PEDESTRIANCROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LDHY POLES FIRE ,,,-,MAX HYDRANTS, DROP INLETS. ETC. ACCESSBL♦: ROUTES PROVES A C(NTNUDUS UNOBSTRUCTED STABLE,FIRM AND AIP RESISTANT PATH CONNECTING ALL wlMw ACCESSED BY P DETS OF FACILITY THAT CAN BE APPROACHED. ENTERED 5¢ 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' AWL AT X , 2" HIGHER THAN THE THAT THE SLOPE ATSTHE CONNECTIONIN TOFF' R�E'TCUM OOPENING ISWALK AND EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT X X , SINE AS TOP OF CURB 9. ALCOMA CONCRETE W[ ALK IS 4' t'%T!E F,yTRANCE RbICANNOT TYPE C TRAF OROFFERTTO TTIARAWIiGARo CG-13 COT .RCIAAiENFTRAAINCEH(HEAVY E�AA YTRUdZ PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. D, WHETHE MINIMUM URB RAMPS SHALL BE NIN EWDTH TION OFF THE SH�DD USEHARED USE PAATTHPATH, 1.8" - 2.4" C-C 0 0 007,00 0 0 0 0 O O O 41 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 0 iV - 0 0 0 0 0 0 0 0 0 0 0.2" o y BOX. - 55X OF BASE DIAMETER O 0 0 0 O 0 00 S R 0 0 0 0 0 0 00 ABLE" 11.ET AMIABLE BASE gNAETER 4- MINIMUM. PAY LIMITS TRUNCATED DOME DDETECTABLEE WARNING DETAIL SHEET 1 OF 4 DETAIL CG-12 DETECTABLE WARNING SURFACE REV, 7/05 GENERAL NOTES 02 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CO-12 •5 DOWELS.5" LONG A ONSTR ABLE AT 12" C-C CWINMSTRWTION y 5' IN. ATA.BLE $x 12:1 MAX B B TRUNCATED DOMES A SEE SHEET t0F 4 FOR DETNLS 5'-0" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 :1 48 1 MAX, r MIN. SECTION A -A -PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE) FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET a" CURB e" CURB 0 4 16 1 5 7 2 5 8 3 6 9 4 8 12 s IO 15 6 ,a 1s I II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: THE REQUIRED TLENGTH F A PARALLEL RAMP 15 L6T SLOPE. SHEET 1 OF 4 sRE6ICATDx CG-12 DETECTABLE WARNING SURFACE 5 2 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 2)CC-12 DETAILS C9 Not To Scale CR-2. 2A ERT X 27Y4" MIN - 28j/4" MAX RAIL HEIGHT 4'MCHDR 6_1. _ y_p/p• I D[TAL A Tug ^AMAIN I SOIL PLATE ELEVATION 0TTEO 2­0- 5 " „ 1" DIA x T' I.G. IL4�- I'{III 7 THINEADED ENTIRE LENGTH _ E ^I MOLE } }' I II4V��(14//-JJII DETAIL B I I I I 1 1 1 1 1 1 1 1 1 1 - %I' DMI HIOLES SOIL PLATE y4' NA C NE TO BE FITTING SWAGE CONNECTED rrµpp � SA,UD yy DIAL Fi)lE T�, ABTA HOLE � ANCHOR CABLE SWAGE CONNECTION (ibLf TO THREADED STUD SHORT WOODEN POST 2" , 4" 4" 4" , 2" e ' e L i'X 3" D PLATE �OIA L \/.x BEARING PLATE STEEL FOUNDATION TUBE Af EIGHT (B) 44 "DIA HOLE `ELATE ONCE NEQ NOTE' COLD FORM USE OF THIS TERMINAL TREATMENT b ftESTRI ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAY ATI ROAD AND BRIDGE STANDARDS TRAILING END TERMINAL TREATMENT CBE° E NIC SHEET I Di 1 REVISION DALE 5UL2O ANGINA DEPARTMENT OF TRANSPORTATION 62MDM 4 44 A - 4" - 3,000 PSI CONCRETE 0000000000000000I 4" - VDOT #21A BASESTONE III III COMPACTED SUBGRADE 3 ATYPICAL SIDEWALK SECTION Cg Not To Scale 1.5" OF SM-9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 0000000000000000 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=10.0 TO BE FIELD VERIFIED ATYPICAL ASPHALT PAVEMENT SECTION C9 / Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR #4 BARS AT 12" O.C. D00000000000000000 `4" COMPACTED VDOT #21A IICOMPACTED SUBGRADE 5 �Dumpster Pad Detai C9 Not To Scale TREATED WOOD GATES FINISH TO MATCH 8LDG5 L-+L _IL1 ELEVATION DUMPSTEK ENCLOSURE I J I J GR-2 GR-2A "I- H `UiT SPACING) 131ly7' POST SPACING) MAX DYNAMIC DEFLECTION - Y MAX DYNAMIC DEFLECTION - 2- NOTES) GUMDRAL LOCATIONS SHOWN ON PLANS ME APPROXIMATE ONLY AND CM BE ADJUSTED DURING CONSTRUCTION IF AND AS ONECTED BY THE ENGINEER FOR DETAILS OF POST AND 6LOCROUTS SEE SHEET M. 501,05 FDR DETAILS OF PAL ELEMENT, RNL SPLICE JOINT, AND ASSOCIATED HARDWARE ME SHEET MS. 501,01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP COVET FOR RA011 BETWEEN 5 FEET AND 150 FEET. ALL GUMDRAI_ POSTS SHALL BE SET PLUNK. PQ$$T SHALL NOT BE SET WITH A VARIATION OF MORE THIN /A" PER FOOT FROM VERTICAL W-BEAN, BLOCKOUTS, AND POSTS SHALL BE M7 AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS, ALL OR-2 27 GR-2A RNL $$HALL BE MAINTAINED AT A HEIGHT OF 27 •' MN - 28yWI MAX AS MEASURED PER STANDARD OR -INS. ALL W-MAM RAILS OD IN v�CiION OF VEHICULAR TRAVEL FOR THE FINISHROMWA THE OPTIONAL GR-2A METHODS OF NESTING THE RAL OR USE OF M AMMON& RAIL ON THE BACK OF THE POST FOR PRO ANPUTC IGR-2A SH 9k BE APPROVED BY THE ENGINEER x OPTIONAL GR-2A METHOD • OPTIONAL GR-2A METHOD USING NESTED RAM. USING ADDITIONAL RAIL ON BACK OF POST A WHEN NESTED RAIL OR ADDITIONAL RAL IS PLACED ON BACK OF POST FOR CR-2A THE POST SPACING WILL BE. 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE I I BEYOND SHY LINE MPH ENE LS RMf RaiE RARE FATE 70 9' 30:1 ASH k 80. 56 &T 2h.1 1P1 # 40 30 #SUGGESTED MAXIMUM RARE. RATE FOR MMIHRIQD BARRIER SYSTEMS NVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL sHEEr 1 OF 2 1 REVISION DATE (STRONG POST SYSTEM) 501,04 06/f4 VIRGINIA DEPARTMENT GF TRANSPORTATION NOTE: INSTALL CR-2 WITH RED- RUSTED/OXIDIZED FINISH FOR RAILS. USE TREATED PINE WOODEN POSTS SPACED AT 6'3". GUARDRAIL DETAILS 505 21`8" - l`. � RDA' _7 O \ % � O �I I DUMP5TER N CJ NOTE: ENCLOSURE BRICK SHALL DUMPSTER PAD PLAN MATCH THE RED BRICK OF THE HARDWARE BUILDING CLOSEST TO THE ENTRANCE CORRIDOR. BOLLARD DUMF5TER 4 x 4 STEEL COLUMN OYPj 1 CONC. PAD 5EE DETAIL 5 SHEET C9 6 �DUMPSTER PAD ENCLOSURE DETAIL C9 Not To Scale A3�" CR-2, 2A lye I - 1 8' 8' W. WASHER 6a 1, e I s/j"x10" BOLT -_- _ HOLE 8•'x a"xt'-2" TREATED ii' HOLE a 6"x6"xf 2 < PINE BLOCK OR TREATED PINE �';' HOLE -' 0 RECYCLED MATERIAL. �," b RECYCLED CALV. STEEL 100 o MATERIAL COMMON NAL SEE NOTE 5. 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL B"x0'kl'-2" TREATED CONTNNNC STEEL BLOCKOUTS. PIPE BLOCK AAA, BLOCKOUT FOR MAINTENANCE TREATED 4 REPAIR ONLY SDUTHERN PINE = I y'9 71"' LESS THAN T-O" K" ROLE 6%8 WOOD POST /4� Qb 4"x a-0-2" TREATED STRONG ` PINE BLOCK. POST THE CRT POST IS FOR USE WITH THE 8'-O" POST GUARDRAIL. M-10 TYPE IMOR WHERE 4" WIDE BLOCKOUT REQUIRED SPECIFIED BY THE ENGINEER IN THES/FFpM, PLMS. �4L J{ I? A DETAIL A!/ POST MAY BE HOT ROLLED OR WELDED. GUARDRAIL INSTALLATION SITES REOUIRING LONGER GUARDRAIL POSTS a 7 NOTES 1. ALL BOLTS, NUTS, WASHERS, AND OTHER o STEEL ITEMS ME TO BE GALVANIZED. H 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON MY ONE PROJECT WITH. THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED N MY SINGLE RUN OF GUARDRAIL. b 3. FOR DETAILS AR .ETC.MI. ELEMENT SAUCE 1 JOINT HARDWARE. ETC SEE SHEET N05.501.01 AND aM1.02. 4. DRIVE NAL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER i5" x. IS BOLT 5 INSTALLED. I'�rl To BERV�TA CRT POST STEEL POST "F CATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. EPENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 221 (STRONG POST SYSTEM,POST AND BLOCKOUT DETAILS) 505 VIRGINIA DEPARTMENT OF TRANSPORTATION ROM) AND BRIDGE STANDARDS REVISION DATE SHEET OF $ OB/14 501.20.5 US 2 zc 7 2C _T 1.5 25 R7-8 NO PARKING LEGEND- GREEN (RE-MOREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) 'Reduce spacing 50%. "See page G31. "`See page 6-2 for arrow design. I G j I G V N ACCESSIABL G � A J R7-BG A 4 C D E F G H J It t M B 375 4M 13 150 A ID 1471 1 1111D 1L5 N 3 3Is 159 226 20 PAWWGAPITYATDN %1➢RC U" -GREEN IRHRDMERECIM)IBIGACX a'LLefndMo-WlulE (IIFmmERFL'IWED I ISO M I IM4 15 URLCTDALLAPPLOT DAWM: LEBBD -WRRE (IRTM GADfGxGLND-GLLc RETM TOW -AWAY ZONE PENALTY S1001500 FINE R7-VP1 XV HC-VAN SIGN DETAILS C9 Not To Scale Not to Scale