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HomeMy WebLinkAboutSDP200700048 Staff Report 2007-06-190 M,g, IRC'J ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: Crozet Gateway Center —Staff: David Pennock SDP 07 -048 Planning Commission Public Hearing:Board of Supervisors Hearing: June 19, 2007 Not applicable Owners: Yousef, LLC Applicant: Same Acreage: 1.99 Rezone from: Not applicable Special Use Permit for: Not applicable TMP: Tax Map 58, Parcel 32 and 32A By -right use: Highway Commercial, HC and Location: Located on Crozet Avenue [Route uses appropriate to Entrance Corridor, EC 2401 between Brownsville Road [Route 751 and Rockfish Gap Turnpike [Route 250] Magisterial District: Whitehall Proffers /Conditions: Requested # of Dwelling Lots: n/a DA— X RA — Proposal: Applicant requests a waiver in Comp. Plan Designation: CT -5, Urban order to disturb critical slopes for the Center within the Crozet Community construction of two commercial /office buildings totaling 29,680 square feet as well as associated parking, travelways, and reenspace. Character of Property: This property has Use of Surrounding Properties: This existing structures on it, including a property is surrounded on all sides by public convenience store with gas pumps and streets. The parcels on the opposite sides of several outbuildings.each of these streets are residential. Factors Favorable:Factors Unfavorable: 1. The quantity of critical slopes to be impacted is relatively small and appears to be at least partially man -made. 2. This project represents an infill redevelopment project that is consistent with recommendations in the Crozet Master Plan. RECOMMENDATION Staff recommends approval to the requested waiver of Section 4.2.3 of the Zoning Ordinance. STAFF PERSON David E. Pennock, AICP; Allan Schuck, EIT PLANNING COMMISSION June 19, 2007 AGENDA TITLE:SDP 07 -048: Crozet Gateway Center APPLICANT /OWNER(S) Yousef, LLC APPLICANT'S PROPOSAL This proposal is for a waiver of Section 42.1 of the Zoning Ordinance in order to allow the disturbance of critical slopes for purposes of construction of 2 buildings totaling 29,680 square feet for commercial and office use on 1.99 acres zoned HC Highway Commercial and EC Entrance Corridor. The property, described as Tax Map 56, Parcels 32 and 32A is located in the Whitehall Magisterial District in the northeast corner of the intersection of Route 240 (Brownsville Road) and Route 250 (Rockfish Gap Turnpike). COMPREHENSIVE PLAN: The Comprehensive Plan designates this property as part of the Crozet Community, with recommended CT -5, Urban Center land use. REASON FOR PLANNING COMMISSION REVIEW This proposal is a by -right site plan, and so would typically be reviewed and approved administratively. However, the applicant has requested a waiver of Ordinance requirements for disturbance of critical slopes, in accordance with Section 4.2.5. PLANNING AND ZONING HISTORY VA 1978 -041, VA 1981 -043, VA 1988 -050, VA 1998 -010 — Four variances have previously been approved on this site relating to the locations of various items on the site. The most recent approval was for the location of the canopy over the gas pumps. CRITICAL SLOPES WAIVER The request for a modification has been reviewed for both the Engineering and Planning aspects of the critical slopes regulations. Section 4.2.3.2 of the Zoning Ordinance restricts earth - disturbing activity on critical slopes, while Section 4.2.5(b) allows the Planning Commission to waive this restriction. The applicant has submitted a request and justification for the waiver (Attaclunent C), and staff has analyzed this request to address the provisions of the ordinance. Critical slopes cover approximately .03 acres, or 1.5 percent, of the 1.99 acres included in this request. This request is to disturb 0.03 acres, or 100 percent, of the on -site critical slopes and 70 percent of the critical slopes in the right -of -way. The critical slopes in the area of this request were not created through any previously approved site plans on file with the County and are thus not considered to be exempt. Staff has reviewed this waiver request with consideration for the concerns that are set forth in Section 4.2 of the Zoning Ordinance, entitled Critical Slopes." These concerns have been addressed directly through the analysis provided herein, which is presented in two parts, based on the Section of the Ordinance each pertains to. The Crozet Master Plan is the primary tool used by staff to identify significant resources within the Crozet Community. The green infrastructure map indicates that the site is not part of a recommended greenway or natural area. However, the frontage along Crozet Avenue [Route 240] includes a recommended "scenic byway tree buffer ". A buffer is proposed, including seven large trees, seven ornamental trees, and shrubs. Additional aesthetic concerns regarding this proposal have been addressed through review by the Architectural Review Board. A Certificate of Appropriateness is required prior to approval of the final site plan. Section 4.2.5(a) Review of the request by Current Development Engineering staff: The engineering analysis of the request follows: Description of critical slope area and proposed disturbance: The critical slope area within TMP 56 -32 and 56 -32A and VDOT right of way, appears to be both natural slopes and man -made slopes. The proposed critical slope disturbances are in the form of site plan construction; travelways, parking spaces, and stormwater management facilities. Areas Acres Total acreage of site plan 1.99 acres on -site:0.10 acres in R/W Critical slopes 0.03 Acres on -site 1.51 % of total site area 0.10 Acres in R/W Critical slopes disturbed 0.03 Acres on -site 100% of on -site critical 0.07 Acres in R/W slopes 70% of R/W critica slopes Below, each of the concerns of Zoning Ordinance section 18 -4.2 is addressed: movement ofsoil and rock ": Proper slope construction, control of drainage, and vegetative stabilization with approved erosion control measures constructed within the standards of Virginia Erosion and Sedimentation Control Regulations will prevent any movement of soil. excessive stormwater run- off ": Stormwater runoff will be controlled by the drainage / stormwater management plan required for this site. siltation of ncrtur•al and inart- rrrade bodies of 'vt ": Engineering staff recognizes the proposed design as an attempt to provide access to the site with minimal disturbance to the critical slope areas. Inspection and bonding by the County will ensure siltation control during construction. Proper stabilization and maintenance will ensure long term stability. loss of aesthetic resource ": This site is visible from the neighboring properties. The site is visible from State Route 250. It appears that some loss of aesthetic resources will be necessary with the proposed plan. septic effluent ": Septic systems or drainfields are not proposed in this project. This site is accessible to the public sanitary sewer system. This site does not drain into a waterway that is a public drinking water supply for Albemarle County. No portion of this site plan is located inside the 100 -year flood plain area according to FEMA Maps, dated 04 February 2005. Based on the above review, there are no engineering concerns which prohibit the disturbance of the critical slopes as shown on the plans. Review of the request by Current Development Planning staff: Summary of review of modification of Section 4.2: Section 4.2.5 establishes the review process and criteria for granting a waiver of Section 4.2.3. The preceding comments by staff address the provisions of Section 4.2.5(a). Staff has included the provisions of Section 4.2.5(b) here, along with staff comment on the various provisions. The connnission may rnodifv or• waive any requirement ofsection 4.2 in a particular case upon finding that: 1. Strict application of the requirements of section 4.2 would not the pinhoses of this chapter or otherwrise serve the public health, safety or welfare, or that alternatives proposed by the developer would satisfy the purposes of section 4.2 to at least an egrrivalent degree; or (Added 11- 15 -89) Based on the engineering analysis presented above, the proposed design will not negatively impact the community. In addition, many of the slopes on the site appear to have been created through the improvement of streets adjacent to the site. 2. Due to its unusual size, topography, shape of the property, location of the property or other unusual conditions, excluding the proprietary interest of the developer, the requirements of section 4.2 would effectively prohibit or unreasonably restrict the use of the property or would result in significant degradation of the site or adjacent properties. Such modification or waiver shall not be detrimental to the public health, safety or welfare, to the orderly development of the area, or to ad jacent properties, or he contraryv to sound engineeringpractices; or (Added 11- 15 -89) Denial of this waiver would not prohibit or restrict the use of the property. However, some significant redesign would be necessary, which may result in reduction of scale of the project. Granting such modification or waiver would serve a public purpose ot'greater import than tirould he served by strict application of section 4.2. (Added 11- 15 -89) This property is in the Development Areas and is recommended for CT -5, Urban Center uses as shown on the Crozet Master Plan. Reconunended uses in the Master Plan for the site include uses similar to those proposed by the applicant. This design also includes the provision of a recommended scenic byway buffer and will require approval of design by the Architectural Review Board. Thus, this plan appears to represent a redevelopment opportunity that is in conforinance with the reconunendations of the Crozet Master Plan. RECOMMENDATION The engineering analysis of the proposed design concludes that the applicant has attempted to minimize the disturbance to critical slopes on the property. The proposed design represents an infill redevelopment project that appears to be consistent with recommended use of the property. In addition, the quantity of critical slopes that will be impacted by this project is fairly small, and appears to be at least partially man -made. Staff recommends approval to the requested waiver of Section 4.2.3 of the Zoning Ordinance. ATTACHMENTS A. Location/Detail Maps B. Site Plan C. Applicant's Request and Justification D. Crozet Master Plan Green Infrastructure Map clzdFloo 14 N D CD v CD i B '< f f ^ # A f r^ t 333llJff .""."M" D 0 CD O ou fi 61I ATTACHMENT A 6 f ch cc tZI 680 P f 3 3 Al 67511 clzdFloo 14 N D CD v CD i B '< f f ^ # A f r^ t 333llJff .""."M" D 0 CD O ou fi 61I ATTACHMENT A 1 1, f -_ r P T U ,J, In 71 jo 1HO18 HILOM 0 tF lziA20dD3 lam U __4 g niq I i 1 I I, ,' 1 T'I 8 CD It T i I j' i i T r O z If 4 1 I 7 k F:,'l i'a t I • +, TIMMONS GROUP .-Poo"w oo CROZET GATEWAY CENTER WHITE HALL I)T;TRTCI ' ALBEMARLE COJNTY VIRGINIA PRELIMINARY SITE PLAN m m q 0.4 Z a m X J_1- I IF" IS 11 a"I `,j -F CHARLOTTESVILLE OFFICE Site Development I Residential I Infrastructure I Technology FEVISI' 4 DEqCc 7 T1, 7 i 5 t 1Q14 0 7 1 4 A r 1f n' MONS GROUP CROZET GATEWAY CENTER V HA-L DISTRICT' ALBEMARLE COUNI Y, VIRGINIA PRELIMINARY LANDSCAPE AND LIGHTING PLAN TH, j', T111 H C HARLOTTESVILLE O 0 4-4 Site Development I Residential infrastructure Technology 51 n Z ti A C, i2 t El T1, 7 i 5 t 1 Q14 0 7 1 4 A r 1f n' MONS GROUP CROZET GATEWAY CENTER V HA-L DISTRICT' ALBEMARLE COUNI Y, VIRGINIA PRELIMINARY LANDSCAPE AND LIGHTING PLAN TH, j', T111 H C HARLOTTESVILLE O 0 4-4 Site Development I Residential infrastructure Technology 51 n Z ti A C, E-: TIMMNS GROUP Tot'" VWUN 'Ac"LYEV IHHQUUH vvks September 5, 2006 Jack Kelsey Director of Engineering County of Albemarle Department of Planning and Community Development 401 McIntire Road. Room 218 Charlottesville, VA 22902 RE: GATEWAY REQUEST FOR CRITICAL SLOPES WAIVER Dear Jack- Please consider this critical slopes waiver request to allow minimal impacts to critical slopes located within the development of Gateway. The following are the critical slope calculations for the site: Total site area Total area of critical slopes on site Total area of critical slopes impacted 1.99 acre's 040 acres (2.0 % of total site area) 037 acre (92 % of total critical slopes on-site; 1.9 % total site area) These minimal impacts proposed are necessary to provide adequate grades adjacent to the existing right-of-way to ensure proper drainage and road grades. The following explanation addresses the five issues described in Section 4,2 of the Albemarle County Code regarding potential effects of impacting critical slopes. 1. Rapid and/ or large-scale movement of soil and rock Critical slope impacts at Gateway will require minor grading to achieve. the County'sgoals_f6r this area. 0J'1he total 1.99 acres within this plan area, only 0.037 acre ofcritical slope impacts are proposed, corresponding to under 2% of the total project area. By general industry standards, this level oj'impact is not considered large-scale. 2. Excessive Stormwater runoff Stormwater drainage, acilities shall be implemented throughout Gateway to conduct runoff in a manner acceptable to the County Engineer. 3. Siltation of natural and man-made bodies of water. Open spaces will be planted to reduce erosion and minimi:e siltation. Attachment C 4. boss of aesthetic resource Existing critical slopes are minimal and do not constitute an aesthetic resnurce. Aesthetically, the site will he enhanced as a result of this project.. S. In the event of septic system failure, a greater travel distance of septic effluent. All residences at Gateway will be served by a public senwr sYstern, therefore septic st failures are not a concern. Based on the calculations and explanation provided above, the minimal critical slope impacts requested will in no wav constitute potential dangers to the public health, safetyand/or welfare. Please do not hesitate to contact me at (434) 295 -5624 if you have any questions or rquire any additional information. Thank you for your consideration. Sincerely Am y Georg , CL Pro ect Engineer Attachment C 4.+l9Y •.4 4 r P a .,.,;• `- ., _:.,.-.Dw s * • t _ ,6! :D U Iai t { 9d • • • i AttNt I'lttri Green Infrastructure Mjjp Adopted Decemberr ! . 2004 Attachment D ALB O IRGINI` ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP 07 -048: Crozet Gateway Staff: David Pennock, Bill Fritz Center — Final Site Plan Appeal Planning Commission Public Hearing:Board of Supervisors Hearing: December 11, 2007 Not appli cable Owners: Yousef, LLC Applicant: Same Acreage: 2.110 Acres Rezone from: Not applicable Special Use Permit for: Not applicable TMP: Tax Map 56, Parcels 32 and 32A By -right use: HC, Highway Commercial uses Location: The northeast corner of the within the EC, Entrance Corridor intersection of Route 240 (Brownsville Road) and Route 250 (Rockfish Gap Turnpike) Magisterial District: Whitehall Proffers /Conditions: Yes Requested # of Dwelling Lots: n/a DA— X RA — Proposal: Request for final site plan approval Comp. Plan Designation: Crozet for the construction of two (2) buildings for Community, CT -5 (Urban Center) commercial and office use. This request includes a request for a waiver in order to allow shared parking within the site. Character of Property: This is currently the Use of Surrounding Properties: This site of a convenience store with several property is surrounded on all sides by public outbuildings and gas pumps.streets. The parcels on the opposite sides of each of these streets are residential. Factors Favorable: (see report)Factors Unfavorable: (see report) RECOMMENDATION: Based on the analysis by the Chief of Zoning, Staff cannot recommend approval of the requested parking modification and thus recommends denial of the site plan. However, should the Commission approve the parking modification, Staff recommends the conditions presented in the staff report. STAFF PERSON David E. Pennock, AICP; Bill Fritz, AICP PLANNING COMMISSION December 11, 2007 AGENDA TITLE SDP 07 -048: Crozet Gateway Center Final Site Plan (Appeal) APPLICANT /OWNER(S) Yousef, LLC APPLICANT'S PROPOSAL Request for final site plan approval for the construction of two (2) buildings for commercial and office use on 1.99 acres zoned HC, Highway Commercial and EC, Entrance Corridor (Attachment B). This request includes a request for a waiver in order to allow shared parking within the site. COMPREHENSIVE PLAN The Comprehensive Plan designates this property as part of the Crozet Community, with recommended CT -5, Urban Center land use. PLANNING AND ZONING HISTORY VA 1978 -041, VA 1981 -043, VA 1988 -050, VA 1998 -010 — Four variances have previously been approved on this site relating to the locations of various items on the site. The most recent approval was for the location of the canopy over the gas pumps. SDP 06 -075 — The Preliminary Site Plan for this project was approved in late 2006. At that time, issues regarding parking were addressed through a note on the approved plan that "The parking requirements will be finalized at the final site plan stage when the building footprint and design has been finalized. The building outline and are shown hereon is approximate. The final building outline and area will not exceed the totals shown hereon ". SDP 07 -048 — The Final Site Plan was previously before the Planning Commission in June, 2007. At that time, a critical slopes waiver was granted for the proposed site plan. REASON FOR PLANNING COMMISSION REVIEW This proposal is a by -right site plan, and so would typically be reviewed and approved administratively. However, the applicant has requested to reduce the number of parking spaces that would otherwise be required through the use of shared parking (Attachment C), in accordance with Section 4.12.2.c. and Section 4.12. 10 of the Zoning Ordinance. This modification request was denied by the Chief of Zoning Attachment D). As a result, the applicant has requested that the Planning Commission consider the modification as part of its review of the site plan, as specified in Section 4.12.2.d. (Attachment E). The Planning Commission must act on the final site plan, including the requested modification, as presented below. PARKING REDUCTION / SHARED PARKING Section 4.12 — Parking. Stacking, and Loading 4.12.2 c. Modification or waiver. The limitation on the maxinnim number ofparking spaces required by subsection 4.12.4(a) and the design requirements in sections 4.12.15, 4.12.16, 4.12.17, 4.12.18 and 4.12.19 may be modified or waived, and in any commercial or industrial zoning district the minimum number ofnarkinv spaces reauired by section 4.12.6 may be modified in an individu case if the zonin.Q administrator_ finds that the public health safety or welfare would be equally or better served by the 2 modification or waiver and that the modifleation or waiver would not otherwise be contrary to the purpose and intent of this chapte [EMPHASIS ADDED] Section 4.12.2.c. of the Zoning Ordinance allows the Zoning Administrator to consider a reduction in the minimum number of parking spaces required for a use in any commercial or industrial zoning district. Each such reduction request must be justified with a parking study, anticipated trip generation rates, and other data, as specified in subsection 1 of this Zoning Section. The applicant provided this information. In addition, one of the justifications supplied by the applicant indicated that parking between uses on site in this case, office and retail — could be shared, as allowed by Section 4.12.10. A summary table is presented below: Use Required by Zoning Ordinance Estimated Need Provided on Retail Space:based on 80% gross floor area) Data from Applicant)Site Plan Retail Space:based on Architectural Plans) 50 13,812 s.f.1 space /100 s.f. for 1St 5,000 s.f. = 50 Weekday = 50 1 space /200 s.f. >5,000 s.f. = 44 Weekend = 55 Commercial Space: 94 Commercial Space:based on 80% gross floor area)Weekday = 46 12,171 s.f (gross)1 space /200 s.f. = 49 Weekend = 5 Total 143 Peak) 96 98 Reduction or Share Requested 45 As shown above and in the attachments, the data provided by the applicant indicated that the parking on- site would be adequate to serve the proposed uses. However, the total number of spaces proposed would have required a substantial sharing of parking or a sizeable reduction in the minimum number of required spaces based on the Zoning Ordinance. The Chief of Zoning reviewed this request to determine if the provided parking would equally or better serve the public health, safety, or welfare, as specified above. In addition, the considerations of subsection 3 were examined: Sec. 4.12.2.c.3. In granting a modification or waiver, the zoning administrator may impose such conditions as deemed necessary to protect the public health, safety or welfare. In granting a request to modifv the minimum number ofparking spaces required by section 4.12.6, the zoning administrator may also require that the developer reserve an area on the lot equal to the reduced number ofparking spaces for a specified period, and under conditions, imposed by the zoning administrator. The Chief of Zoning denied this request because there were no unusual circumstances identified that indicated that the requirements of the Ordinance were incorrect and because there were no areas available for provision of additional parking in the event that the spaces provided proved to be inadequate in the future. In response, the applicant modified the site plan and proposed to limit a substantial portion of one of the buildings to storage only. The amended parking summary is below: Use Required by Zoning Ordinance Information on Site Plan Provided on Site Plan Retail Space:based on 80% gross floor area) 15,149 s.f.1 space /100 s.f. for 1St 5,000 s.f. = 50 50 1 space /200 s.f. >5,000 s.f. = 36 36 86 86 Commercial Space:based on 80% gross floor area) 7,944 s.f (gross)1 space /200 s.f. = 32 32 Storage 2 0 Subtotal 120 118[sic] 99 Reduction or Share Requested Remainder Approved by Chief of Zoning 2 Needed 19 Based on the revised request, the Chief of Zoning was able to grant a reduction of two spaces to allow the sharing of the storage use with the other uses on the property. However, the request for a modification to allow the reduction or sharing of the additional 19 required spaces was denied for the same reasons as the previous request — no unusual characteristics were identified that indicate the Ordinance requirements were incorrect and no additional area were available for future parking in the event the reduced number of spaces was deemed to be inadequate. REVIEW OF FINAL SITE PLAN The applicant has asked that the Commission consider the final site plan, including the request for a parking modification, in accordance with Section 4.12.2.d.: Sec.4.12.2.d. Review of modification or waiver. The denial of a modification or waiver, or the approval of a modification or waiver with conditions objectionable to the developer may be considered by the commission as part of its review of (1) a plat, as provided in sections 14 -220 and 14 -225 of the Code; 2) a site plan, as provided in sections 32.4.2.6 and 32.4.3.6; or (3) a special use permit. This section references Section 32.4.3.6, which specifies the considerations for the commission in review of a final site plan. In part, this section states: Sec.32.4.3.6 In the case of commission review, the commission shall give due consideration to the recommendations of the site review committee and the statement of the developer- in response to such recommendations and the comments and recommendations of the agent. In addition, the commission may consider such other evidence pertaining to the compliance of the final site plan with the technical requirements of this chapter as it deems necessary a proper review of the application. This project was reviewed for compliance with the Zoning Ordinance and has been reviewed by the Site Review Committee. The applicant has worked with other members of the Site Review Committee to resolve issues presented during the review of the site plan. In summary: A Certificate of Appropriateness was issued by the Margaret Maliszewski based on the satisfaction of the conditions of approval by the Architectural Review Board. A critical slopes waiver was previously granted by the Planning Commission for this proposal. The Department of Fire and Rescue and the Building Official have approved the plan subject to field verification. Other outstanding issues from the Virginia Department of Transportation, Current Development Planner, and Current Development Engineer are listed below. If the final site plan is approved, these items are recommended as conditions of approval. The largest remaining item to be addressed is the resolution of the parking reduction, which may necessitate changes to the current design and could jeopardize previously granted approvals. RECOMMENDED ACTION Based on the analysis by the Chief of Zoning, Staff cannot recommend approval of the requested parking modification, and thus recommends denial of the site plan. However, should the Commission approve M the parking modification, Staff recommends the following conditions: The final site plan shall be subject to these conditions: 1. The Current Development Division shall not accept submittal of the final site plan for signature until tentative final approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions have been met: a. Current Development Planner approval to include: i. A conservation checklist (available on Community Development website) shall be added to the plan and signed by owner. ii. Parking counts, areas for each use, and impervious area calculations must be updated to reflect any modifications to parking or layout. b. Current Development Engineer approval to include: i. The plan is acceptable as shown. Bond amounts for Erosion and Sediment Control and Stormwater Management are available and must be posted. C. Please provide evidence of Albemarle County Service Authority approval. d. Virginia Department of Transportation approval to include: i. The applicant must address the comments issued by AJ Hamidi on November 9, 2007. ATTACHMENTS: A. Vicinity Map B. Final Site Plan C. Requests for Modifications D. Chief of Zoning Decision E. Appeal to Planning Commission Crozet Gateway Center 6 V6 571 4,E 756 240 j 59. 7 j C> 0 Yll it 2c w t fws it 56§ 0 5678- 57 I 5714GIIft t25 ROCKFISH GAP TPKE 635 ft 50: 2 t A- is for disulav our—es nnly • A-11 I-- -M 6- Wff A '0 141 Feet L LeWd Note: Some Items on map may not appear in legend) 1, 4( J.- 12, 2007 GIS- W,,b Geographic Data Services ww albernarle Org 434, 296-5832 a00 TIMMONS GROUP October 3, 2007 Mr. John Shepard Chief of Current Development Community Development 401 McIntire Road North Wing Charlottesville, VA 22902 RE: SDP 07 -049 Crozet Gateway Center Final Site Plan Dear Mr. Shepard, In light of the denial of the previous parking modification request, we have taken one of the County's suggestions. We have evaluated the uses and the buildings themselves and have decided to adjust the uses in Building A. The first floors of Building A and A will continue to be used as Retail. The second floor of Building B will continue to be used as Office. The second floor of Building A will be on -site storage. this area will not be open to the public. It will only be available to the tenants of the buildings. Based upon the current the Albemarle County Zoning Ordinance Section 4.12.6, the project with these uses would require a total of 117 parking spaces. Retail 15,149sf * 0.9 = 12,119 -- 5,000 - 7119, 200 = 36 parking spaces 5,000 100 — 50 parking spaces Retail Total 86 parking spaces required Office 7,944sf • 0.8 = 6,355 200 = 32 parking spaces required On -Site Storay-e 7,561 sf 0 parking spaces required Total Parking Requirement 117 Spaces Shared Parking 117-99-18/117 - 15.4°o shared parking We are requesting that you reevaluate the modification based upon the adjusted uses to allow shared parking on site. The intent of this project from the beginning was to have a mix of uses that would share the available parking. We feel that we meet the intent of the Zoning Ordinance with regard to the uses and the shared parking. It is our hope that he County will agree with assessment at this time. We hope you dill look favorably on this modification request. If you have any questions or comments, please feel free to give: me a call. Sinc ely, nt r Geo c: ann Yq isef John Grady 4 i i ATTACHMENT C 411"111'1z ' II July 6, 2007 Mr. David Pennock Ln r4 C rn Principle Planner County of Albemarle j e Department of Community Development 401 McIntire Road Charlottesville, VA 22902-4596 rq RE: SDP 07-048 Crozet Gateway Center Final Site Plan Dear Mr. Pennock, We are hereby seeking a waiver to allow shared parking on site between the two proposed uses of Office and Retail. The waiver is being sought wider Albemarle County Zoning Ordinance Section 4.12. 10. We would also like it noted, in our parking study, as shown below, the number of parking spaces required are less than those required by the County in Section 4,12.6. Our parking calculations for the shared parking are based upon the ULI (Urban Land Institute) 5tondUL -Qn5bmgdPartign,2 co Table 2-2 Summary ofRecommended Base Parking Rados {Spaces per Unit Land Use).7 Community Shopping Center (<400,000sf) Weekda 01 2.9 Visitor spaces per 1,000sf Gross Leasable Area (/ksf/GLA) 03 Employee spaces per ksf/GLA Wok 3.2 Visitor spaces per ksf/GLA 0.8 Employee spaces per ksf/GLA Office (<250,000sf) W 0.3 Visitor spaces per 1,000sf Gross Floor Area (/ksf/GFA) 3.5 Employee spaces per ksf/GFA T 0.03 Visitor spaces per ksf/GFA 0.35 Employee spaces per ksf/GFA t Source: Parking Requirements for Shopping Centers, 2 ed. (Washington, D.C.: ULI, 1999) Source: Parking Generation, Y ed. (Washington, D.C.: Institute of Transportation Engineers, 2004) ATTACHMENT C Crozet Gateway Center Retail 13,812sf GLAE Crozet Gateway Center Office 12,171 sf GFA§ Weekday Requirement ROAH Visitor 2.9 * (13,812/1000) = 40.05 Employee 0.7 * (13,812/1000) = 9.67 Total Weekday 49.72 Spaces Office Visitor 0.3 * (12,171/1000) = 3.65 Employee 3.5 * (12,171/1000) = 42.60 Total Weekday 46.25 Spaces Total Weekday Parking Requirement 95.97 Spaces Weekend Requirement M9H Visitor 3.2 * (13,812/1000) = 44.20 Employee 0.8 * (13,812/1000) = 11.05 Total Weekend 55.25 Spaces Office Visitor 0.03 * (12,171/1000) = 0.27 Employee 0.35 * (12,171 /1000) = 4.26 Total Weekend 4.63 Spaces Total Weekend Parking Requirement 59.88 Spaces E The GLA is from the architectural plans. This area represents the Gross Floor Area of the Office minus the stairwell and elevator, as allowed in the ULI Shared Parking Calculations. As shown in the Total Weekday Parking Requirement above, we meet the parking demand of the two uses by providing 98 parking spaces. We hope you will look favorably on this waiver request. If you have any questions or comments, please feel free to give me a call. Jerry Dixon, JD Architects IFV oF A COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 October 26, 2007 Ammy George C/o Timmons Group 9192 d Street S.E. Charlottesville, VA 22902 RE: SDP 2007 — 048 Crozet Gateway Final Site Plan Dear Ms. George, I have reviewed your October 3, 2007 letter requesting a modification of the parking standard. In your calculations you arrived at 86 required spaces for Retail and 32 required spaces for Office. I agree with this calculation. You added these together and arrived at 117 spaces. I believe this is a typographical error, 118 spaces are required for these two uses. You propose storage as a use for 7,561 square feet of the building. This represents nearly a quarter of the entire building space. Storage is a permitted use in the HC, Highway Commercial zoning district. It is proposed that no parking be attributed to this storage. If this storage were a stand alone use it would require a minimum of 2 parking spaces. This would raise the required parking to 120 spaces for the site. You have proposed to serve this project with 99 parking spaces. This is a reduction of 17.5 %. I can grant a shared parking for the storage and other uses on site. This results in 118 spaces being required. This modification is based on the statement that the storage will be used to support the other users of the site. I cannot approve a reduction in the parking under the shared parking concept for the office and retail. I have no evidence that the two uses; office and retail, will operate at dissimilar times. I am unable to identify any unusual characteristics associated with this development that would tend to indicate that the parking requirements contained in the ordinance are incorrect. Further, no area is available onsite to provide additional parking. Area for additional parking should be available in the event that the reduced parking requirement provides inadequate area for the actual use of the site. You may appeal this decision as provided for by Chapter 18, Section 4.12.2(d) of the Albemarle County Code. Sincer / William D. Fritz, AICP Chief of Zoning j OCT 2,9 t I r ATTACHMENT D Page 1 of 1 From: Bill Fritz Sent: Monday, August 06, 2007 10:37 AM To: ammy.george tutimmons.com Cc: David E. Pennock Subject: SDP 07 -048 Crozet Gateway Center Final Site Plan I have reviewed the parking reduction request you submitted. i have also discussed this request with Amelia McCulley (Zoning Administrator) and Ron Higgins (Manager of Zoning). The parking reduction request cannot be supported. We are unable to identify any unusual characteristics associated with this development that would tend to indicate that the parking requirements contained in the ordinance are incorrect. Further, no area is available onsite to provide additional parking. Area for additional parking should be available in the event that the reduced parking requirement provides inadequate area for the actual use of the site. The information you submitted is very detailed and may be useful in the review of a Zoning Text Amendment. If you have any questions please feel free to contact me. William D. Fritz, AICP Chief of Zoning Albemarle County 434 -296 -5832 ext 3225 ATTACHMENT D tile: / /C: \DPennockDocs \Reviews \Site Plans \2006 \Crozet Gateway \Parking Determination... 11/29/2007 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. November 2, 2007 Mr. John Shepard Chief of Current Development Albemarle County Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 RE: SDP - 2007 -048 Crozet Gateway Final Site Plan Dear Mr. Shepard: On behalf of my client, Yousef LC, I respectfully request the Albemarle County Planning Commission hear our appeal of the denial of the shared parking facilities rendered by Mr. Bill Fritz, Chief of Zoning, on October 26, 2007. (See Attached) This determination leaves the site plan application, SDP 2007 -048, in a condition where it cannot be approved. We would like to speak to the Planning Commission at the earliest time to discuss the circumstances of this determination and site plan and ask them to approve our request for a shared parking facility. Sinc y, y E cc: Danny Yousef John Grady Mark Graham ATTACHIT'ILNT E AL8. IRGI1 ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY 29,6E0 , Tp1 AL Project Name: SDP 07 -048: Crozet Gateway Staff: David Pennock, Bill Fritz Center — Final Site Plan Appeal Planning Commission Public Hearing:Board of Supervisors Hearing: December 11, 2007 Not applicable Owners: Yousef, LLC Applicant: Same Acreage: 2.110 Acres Rezone from: Not applicable Special Use Permit for: Not applicable TMP: Tax Map 56, Parcels 32 and 32A By -right use: HC, Highway Commercial uses Location: The northeast corner of the within the EC, Entrance Corridor intersection of Route 240 (Brownsville Road) and Route 250 (Rockfish Gap Turnpike) Magisterial District: Whitehall Proffers /Conditions: Yes Requested # of Dwelling Lots: n/a DA— X RA— Proposal: Request for final site plan approval Comp. Plan Designation: Crozet for the construction of two (2) buildings for Community, CT -5 (Urban Center) commercial and office use. This request includes a request for a waiver in order to allow shared parking within the site. Character of Property: This is currently the Use of Surrounding Properties: This site of a convenience store with several property is surrounded on all sides by public outbuildings and gas pumps.streets. The parcels on the opposite sides of each of these streets are residential. Factors Favorable: (see report)Factors Unfavorable: (see report) RECOMMENDATION: Based on the analysis by the Chief of Zoning, Staff cannot recommend approval of the requested parking modification and thus recommends denial of the site plan. However, should the Commission approve the parking modification, Staff recommends the conditions presented in the staff report. STAFF PERSON David E. Pennock, AICP; Bill Fritz, AICP PLANNING COMMISSION December 11, 2007 AGENDA TITLE SDP 07 -048: Crozet Gateway Center Final Site Plan (Appeal) APPLICANT /OWNER(S) Yousef, LLC APPLICANT'S PROPOSAL Request for final site plan approval for the construction of two (2) buildings for commercial and office use on 1.99 acres zoned HC, Highway Commercial and EC, Entrance Corridor (Attachment B). This request includes a request for a waiver in order to allow shared parking within the site. COMPREHENSIVE PLAN The Comprehensive Plan designates this property as part of the Crozet Community, with recommended CT -5, Urban Center land use. PLANNING AND ZONING HISTORY VA 1978 -041, VA 1981 -043, VA 1988 -050, VA 1998 -010 — Four variances have previously been approved on this site relating to the locations of various items on the site. The most recent approval was for the location of the canopy over the gas pumps. SDP 06 -075 — The Preliminary Site Plan for this project was approved in late 2006. At that time, issues regarding parking were addressed through a note on the approved plan that "The parking requirements will be finalized at the final site plan stage when the building footprint and design has been finalized. The building outline and are shown hereon is approximate. The final building outline and area will not exceed the totals shown hereon ". SDP 07 -048 — The Final Site Plan was previously before the Planning Commission in June, 2007. At that time, a critical slopes waiver was granted for the proposed site plan. REASON FOR PLANNING COMMISSION REVIEW This proposal is a by -right site plan, and so would typically be reviewed and approved administratively. However, the applicant has requested to reduce the number of parking spaces that would otherwise be required through the use of shared parking (Attachment C), in accordance with Section 4.12.2.c. and Section 4.12.10 of the Zoning Ordinance. This modification request was denied by the Chief of Zoning Attachment D). As a result, the applicant has requested that the Planning Commission consider the modification as part of its review of the site plan, as specified in Section 4.12.2.d. (Attachment E). The Planning Commission must act on the final site plan, including the requested modification, as presented below. PARKING REDUCTION / SHARED PARKING Section 4.12 — Parking. Stacking, and Loading 4.12.2 c. Modification or waiver. The limitation on the maximum number ofparking spaces required by subsection 4.12.4(a) and the design requirements in sections 4.12.15, 4.12.16, 4.12.17, 4.12.18 and 4.12.19 may be modified or waived, and in any commercial or industrial zoning district the minimum number of parking spaces required by section 4.12.6 may be modified in an individual case if the zoning administrator finds that the public health, safety or welfare would be equally or better served by the 2 modification or waiver and that the modification or waiver would not otherwise be contrary to the puMose and intent of this chapte [EMPHASIS ADDED] Section 4.12.2.c. of the Zoning Ordinance allows the Zoning Administrator to consider a reduction in the minimum number of parking spaces required for a use in any commercial or industrial zoning district. Each such reduction request must be justified with a parking study, anticipated trip generation rates, and other data, as specified in subsection 1 of this Zoning Section. The applicant provided this information. In addition, one of the justifications supplied by the applicant indicated that parking between uses on site in this case, office and retail — could be shared, as allowed by Section 4.12.10. A summary table is presented below: Use Required by Zoning Ordinance Estimated Need Provided on Retail Space:based on 80% gross floor area) Data from Applicant)Site Plan Retail Space:based on Architectural Plans) 50 13,812 s.f.1 space /100 s.f. for 1st 5,000 s.f. = 50 Weekday = 50 1 space /200 s.f. >5,000 s.f. = 44 Weekend = 55 Commercial Space: 94 Commercial Space:based on 80% gross floor area)Weekday = 46 12,171 s.f (gross)1 space /200 s.f. = 49 Weekend = 5 Total 143 Peak) 96 98 Reduction or Share Requested 45 VII L As shown above and in the attachments, the data provided by the applicant indicated that the parking on- site would be adequate to serve the proposed uses. However, the total number of spaces proposed would have required a substantial sharing of parking or a sizeable reduction in the minimum number of required spaces based on the Zoning Ordinance. The Chief of Zoning reviewed this request to determine if the provided parking would equally or better serve the public health, safety, or welfare, as specified above. In addition, the considerations of subsection 3 were examined: Sec. 4.12.2.c.3. In granting a modification or waiver, the zoning administrator may impose such conditions as deemed necessary to protect the public health, safety or welfare. In granting a request to modify the minimum number ofparking spaces required by section 4.12.6, the zoning administrator may also require that the developer reserve an area on the lot equal to the reduced number ofparking spaces for a specified period, and under conditions, imposed by the zoning administrator. The Chief of Zoning denied this request because there were no unusual circumstances identified that indicated that the requirements of the Ordinance were incorrect and because there were no areas available for provision of additional parking in the event that the spaces provided proved to be inadequate in the future. In response, the applicant modified the site plan and proposed to limit a substantial portion of one of the buildings to storage only. The amended parking summary is below: Use Required by Zoning Ordinance Information on Site Plan Provided on Site Plan Retail Space:based on 80% gross floor area) 15,149 s.f.1 space /100 s.f. for 1st 5,000 s.f. = 50 50 1 space /200 s.f. >5,000 s.f. = 36 36 86 86 Commercial Space:based on 80% gross floor area) 7,944 s.f (gross)1 space /200 s.f. = 32 32 Storage = 2 0 Subtotal 120 118[sic] 99 Reduction or Share Requested Approved by Chief of Zoning 2 Remainder Needed 19 Based on the revised request, the Chief of Zoning was able to grant a reduction of two spaces to allow the sharing of the storage use with the other uses on the property. However, the request for a modification to allow the reduction or sharing of the additional 19 required spaces was denied for the same reasons as the previous request — no unusual characteristics were identified that indicate the Ordinance requirements were incorrect and no additional area were available for future parking in the event the reduced number of spaces was deemed to be inadequate. REVIEW OF FINAL SITE PLAN The applicant has asked that the Commission consider the final site plan, including the request for a parking modification, in accordance with Section 4.12.2.d.: Sec. 4.12.2.d Review of modification or waiver. The denial of a modification or waiver, or the approval of a modification or waiver with conditions objectionable to the developer may be considered by the commission as part of its review of (1) a plat, as provided in sections 14 -220 and 14 -225 of the Code; 2) a site plan, as provided in sections 32.4.2.6 and 32.4.3.6; or (3) a special use permit. This section references Section 32.4.3.6, which specifies the considerations for the commission in review of a final site plan. In part, this section states: Sec. 32.4.3.6 In the case of commission review, the commission shall give due consideration to the recommendations of the site review committee and the statement of the developer in response to such recommendations and the comments and recommendations of the agent. In addition, the commission may consider such other evidence pertaining to the compliance of the final site plan with the technical requirements of this chapter as it deems necessary for a proper review of the application. This project was reviewed for compliance with the Zoning Ordinance and has been reviewed by the Site Review Committee. The applicant has worked with other members of the Site Review Committee to resolve issues presented during the review of the site plan. In summary: A Certificate of Appropriateness was issued by the Margaret Maliszewski based on the satisfaction of the conditions of approval by the Architectural Review Board. A critical slopes waiver was previously granted by the Planning Commission for this proposal. The Department of Fire and Rescue and the Building Official have approved the plan subject to field verification. Other outstanding issues from the Virginia Department of Transportation, Current Development Planner, and Current Development Engineer are listed below. If the final site plan is approved, these items are recommended as conditions of approval. The largest remaining item to be addressed is the resolution of the parking reduction, which may necessitate changes to the current design and could jeopardize previously granted approvals. RECOMMENDED ACTION Based on the analysis by the Chief of Zoning, Staff cannot recommend approval of the requested parking modification, and thus recommends denial of the site plan. However, should the Commission approve ld the parking modification, Staff recommends the following conditions: The final site plan shall be subject to these conditions: 1. The Current Development Division shall not accept submittal of the final site plan for signature until tentative final approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions have been met: a. Current Development Planner approval to include: i. A conservation checklist (available on Community Development website) shall be added to the plan and signed by owner. ii. Parking counts, areas for each use, and impervious area calculations must be updated to reflect any modifications to parking or layout. b. Current Development Engineer approval to include: i. The plan is acceptable as shown. Bond amounts for Erosion and Sediment Control and Stormwater Management are available and must be posted. C. Please provide evidence of Albemarle County Service Authority approval. d. Virginia Department of Transportation approval to include: i. The applicant must address the comments issued by AJ Hamidi on November 9, 2007. ATTACHMENTS: A.Vicinity Map B.Final Site Plan C.Requests for Modifications D.Chief of Zoning Decision E.Appeal to Planning Commission 5 m sea I w co 6gp ft 684 ft ft 1 2$ 56, 14 Map Is for display purposes only • Aenal Imagery 2002 Commonwealth of Virginia r Legend NOW: Some hems on mop may not appear in egerd) wood 56 -- 08. 0 695 ft 56 -34E 56 -34 6Wft' ... 680. ft : 675' ft --- -. ROCKFISH GA P TP KE 615 Qt S 6 c y 0 r n GIS -Web Geograph¢ Data Se- we www. albemane. org Q (434) 296 -5632 685 ft 14 Feet co a 1 fJ i - N Gy W x u June 1 MME 56 -32 s> i 7 5696 j ..-at4 ft z7 - 2A C' iR Ci r Legend NOW: Some hems on mop may not appear in egerd) wood 56 -- 08. 0 695 ft 56 -34E 56 -34 6Wft' ... 680. ft : 675' ft --- -. ROCKFISH GA P TP KE 615 Qt S 6 c y 0 r n GIS -Web Geograph¢ Data Se- we www. albemane. orgQ ( 434) 296 -5632 685 ft 14 Feet co a 1 fJ i - N Gy W x u June 1 MME TIMMONS GROUP ruturt 111% 11) AC H11,VED rlrnnUC l 01) its October 3, 2007 Mr. John Shepard Chief of Current Development Community Development 401 McIntire Road North Wing Charlottesville, VA 22902 RE: SDP 07 -048 Crozet Gateway Center Final Site Plan Dear Mr. Shepard, In light of the denial of the previous parking modification request, we have taken one of the County's suggestions. We have evaluated the uses and the buildings themselves and have decided to adjust the uses in Building A. The first floors of Building A and B will continue to be used as Retail. The second floor of Building B will continue to be used as Office. The second floor of Building A will be on -site storage. This area will not be open to the public. It will only be available to the tenants of the buildings. Based upon the current the Albemarle County "Zoning Ordinance Section 4.12.6, the project with these uses would require a total of 117 parking spaces. 15,149sf • 0.8 = 12,119 — 5,000 = 7119 / 200 = 36 parking spaces 5,000 / 100 — 50 parking spaces Retail Total 86 parking spaces required Office 7,944sf * 0.8 = 6,355 / 200 = 32 parking spaces required On -Site Storage 7,561sf 0 parking spaces required Total Parking Requirement 117 Spaces Shared Parking 117 -99= l 8/117= 15.4% shared parking We are requesting that you reevaluate the modification based upon the adjusted uses to allow shared parking on site. The intent of this project from the beginning was to have a mix of uses that would share the available parking. We feel that we meet the intent of the Zoning Ordinance with regard to the uses and the shared parking. It is our hope that he County will agree with assessment at this time. We hope you will look favorably on this modification request. If you have any questions or comments, please feel free to give me a call. Sinc ely, Geo c: ann Y John Gra Gt ZI 5f a 0 v o 4 ATTACHMENT C s EtIS Q TIMMONS GROUP YOUR VISION ACHIEVED 'I HROUCH OURS, July 6, 2007 Mr. David Pennock Principle Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 -4596 RE: SDP 07-048 Crozet Gateway Center Final Site Plan is We are hereby seeking a waiver to allow shared parking on site between the two proposed uses of Office and Retail. The waiver is being sought under Albemarle County Zoning Ordinance Section 4.12.10. We would also like it noted, in our parking study, as shown below, the number of parking spaces required are less than those required by the County in Section 4.12.6. Our parking calculations for the shared parking are based upon the ULI {Urban lmd Institute) Shared Parking Second Edition. 2005. Table 2-2 Summary ofRecommended Base Parking Ratios (Spaces per Unit Land Use). Community Shopping Center (<400,000st) t Wyekda 2.9 Visitor spaces per 1,000sf Gross Leasable Area (/ksf/GLA) 0.7 Employee spaces per ksf/GLA 3.2 Visitor spaces per ksf/GLA 0.8 Employee spaces per ksf/GLA Office (e250,000s0 $ Wee 0.3 Visitor spaces per 1,000sf Gross Floor Area (/ksf/GFA) 3.5 Employee spaces per ksf/GFA 0.03 Visitor spaces per ksf1GFA 0.35 Employee spaces per ksf/GFA t Source: Parking Requirements for Shopping Centers, T ed. (Washington, D.C.: ULI, 1999) Source: Parking Generation, 3' ed. (Washington, D.C.: Institute of Transportation Engineers, 2004) ATTACHMENT C Crozet Gateway Center Retail 13,812sf GLAE Crozet Gateway Center Office 12,171sf GFA§ Weekday Requirement Visitor 2.9 * (13,812/1000) = 40.05 Employee 0.7 * (13,812/1000) = 9.67 Total Weekday 49.72 Spaces VO 0.3 * (12,171/1000) = 3.65 Employee 3.5 * (12,171/1000) = 42.60 Total Weekday 46.25 Spaces Total Weekday Parking Requirement 95.97 Spaces Weekend Requirement RSIAU Visitor 3.2 * (13,812/1000) = 44.20 Employee 0.8 *(13,812/1000) - 11.05 Total Weekend 55.25 Spaces Office Visitor 0.03 * (12,171/1000) = 0.27 Employee 0.35 * (12,171/1000) = 4.26 Total Weekend 4.63 Spaces Total Weekend Parking Requirement 59.88 Spaces f The GLA is from the architectural plans. This area represents the Gross Floor Area of the Office minus the stairwell and elevator, as allowed in the ULI Shared Parking Calculations. As shown in the Total Weekday Parking Requirement above, we meet the parking demand of the two uses by providing 98 parking spaces. We hope you will look favorably on this waiver request. If you have any questions or comments, please feel free to give me a call. Jerry Dixon, JD Architects 0U A t18ctN1t' COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296 -5832 Fax (434) 972 -4126 October 26, 2007 Ammy George C/o Timmons Group 9192 nd Street S.E. Charlottesville, VA 22902 RE: SDP 2007 — 048 Crozet Gateway Final Site Plan Dear Ms. George, I have reviewed your October 3, 2007 letter requesting a modification of the parking standard. In your calculations you arrived at 86 required spaces for Retail and 32 required spaces for Office. I agree with this calculation. You added these together and arrived at 117 spaces. I believe this is a typographical error, 118 spaces are required for these two uses. You propose storage as a use for 7,561 square feet of the building. This represents nearly a quarter of the entire building space. Storage is a permitted use in the HC, Highway Commercial zoning district. It is proposed that no parking be attributed to this storage. If this storage were a stand alone use it would require a minimum oft parking spaces. This would raise the required parking to 120 spaces for the site. You have proposed to serve this project with 99 parking spaces. This is a reduction of 17.5 %. I can grant a shared parking for the storage and other uses on site. This results in 118 spaces being required. This modification is based on the statement that the storage will be used to support the other users of the site. I cannot approve a reduction in the parking under the shared parking concept for the office and retail. I have no evidence that the two uses; office and retail, will operate at dissimilar times. I am unable to identify any unusual characteristics associated with this development that would tend to indicate that the parking requirements contained in the ordinance are incorrect. Further, no area is available onsite to provide additional parking. Area for additional parking should be available in the event that the reduced parking requirement provides inadequate area for the actual use of the site. You may appeal this decision as provided for by Chapter 18, Section 4.12.2(d) of the Albemarle County Code. 7z"5 William D. Fritz, AICP Chief of Zoning OCT 2 9 2007 B ATTACHMENT D raga ivii From: Bill Fritz Sent: Monday, August 06, 2007 10:37 AM To: ammy.george @timmons.com Cc: David E. Pennock Subject: SDP 07 -048 Crozet Gateway Center Final Site Plan I have reviewed the parking reduction request you submitted. I have also discussed this request with Amelia McCulley (Zoning Administrator) and Ron Higgins (Manager of Zoning). The parking reduction request cannot be supported. We are unable to identify any unusual characteristics associated with this development that would tend to indicate that the parking requirements contained in the ordinance are incorrect. Further, no area is available onsite to provide additional parking. Area for additional parking should be available in the event that the reduced parking requirement provides inadequate area for the actual use of the site. The information you submitted is very detailed and may be useful in the review of a Zoning Text Amendment. if you have any questions please feel free to contact me. William D. Fritz, AICP Chief of Zoning Albemarle County 434 - 296 -5832 ext 3225 ATTACHMENT D file: / /C:\DPennockDocs \Reviews \Site Plans\2006 \Crozet Gateway \Parking Determination... 11/29/2007 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. November 2, 2007 Mr. John Shepard Chief of Current Development Albemarle County Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 RE: SDP - 2007 -048 Crozet Gateway Final Site Plan Dear Mr. Shepard: On behalf of my client, Yousef LC, I respectfully request the Albemarle County Planning Commission hear our appeal of the denial of the shared parking facilities rendered by Mr. Bill Fritz, Chief of Zoning, on October 26, 2007. (See Attached) This determination leaves the site plan application, SDP 2007 -048, in a condition where it cannot be approved. We would like to speak to the Planning Commission at the earliest time to discuss the circumstances of this determination and site plan and ask them to approve our request for a shared parking facility. cc: f" OR LMaV M AfVO w a fV WJ F ATTACHMENT E Danny Yousef John Grady Mark Graham CROZET GATEWAY CENTER CONSTRUCTION DOCUMENTS -SITE PLAN WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET INDEX TITLE SHEET COVER SHEET I SITE NOTES & LEGEND 2 EXISTING CONDITIONS 8. DEMOLITION PLAN 3 SITE LAYOUT AND UTILITY PLANS 4 GRADING & DRAINAGE PLAN 5 GRADING DETAILS • FILTERRA BOXES 6 SITE DETAILS 7 SITE DETAILS 8 FILTERRA DETAILS 9 UTILITY DETAILS 10 PROPOSED DRAINAGE AREAS 11 STORM SEWER & UTILITY PROFILES 12 DITCH CRO55 SECTIONS 13 DITCH CROSS SECTIONS AND ENTRANCE PROFILES 13A DRAINAGE COMPUTATIONS 14 RAINTANK COMPUTATIONS, NOTES & DETAILS is RAINTANK COMPUTATIONS, NOTES & DETAILS 15A STORMWATER MANAGEMENT /BMP OVERALL DRAINAGE DIVIDES 16 EROSION COHRLOL NOTES, LEGEND & NARRATIVE 17 PHASE I EROSION CONTROL PLAN 18 PHASE II EROSION CONTROL PLAN 19 EROSION CONTROL DETAILS 20 L PLAN 21 PLAZA LANDSCAPE PLAN & PLANTING SCHEDULES 22 LANDSCAPE DETAILS 23 PHOTONETRICS PLAN 24 LIGHTING DETAILS 25 REVISIONS NUMBERS m i BROBNSWLLE ELEMENTARY JT HENLEY MIDDLE SCHOOL RTE. 250 i j I c i N t I II 70 CHARL,'OTTESHLLE i 1 . 11 ! I I " I I 11` VICINITY MAP NOT TO SCALE APPROVALS DEPARTMENT OF COMMUNITY DEVELOPM PLANNER /ZONING ENGINEERING BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD — FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION YOUSEF LC OWNER & DEVELOPER 5/ 8/07 ALBEMARLE COUNTY COMMUNI" Y DEVELOPMENT ENGINEERING REVIEW COMPLY41VCE CERTIFICATION I CER77FY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE; THE WATER PRoTEC770M ORDINANCE, THE SUSOIV90N ORDINANCE, 4. NO THE DESIGN RENEW MANUAL, AND ARE PREPARED IN ACCORDANCE HTTH THE ENGINEERING EXPED17EO R£ V.'W RNAL PLAN CHECKLIST. SIGNATURE DATE o o s t 3 o uio a r o M o C a CL 5 O E x 0 F- z U L L Q ` W ` Q 1 Z W I N: o U' 1oI 1 ac I - LLJ N ce '$ lJ. l E i O 1 8 L IM ft 23 4 ' 91NO. DATE A 5'/ 8/07 DRAWNBY J. NEWSOME DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS scALE AS SHOWN 0 F- z U L L Q ` W ` Q 1 Z W I N: o U' 1oI 1 ac I - LLJ N ce '$ lJ. l E i O 1 8 L IM ft 23 4 ' 91NO. LEGEND O fX1S11Nfi CULVERT O CULVERT DROP INLET d' STRUCTURE NO.Q GENERAL NOTES 1. OWNEF1\ 0EY10LOPM YOUSEF L.LC. 5717 BROWNSVI LE ROAD ONAaOTTE51lLE, VIRGINIA 22903 -7305 2 ENHWNEEK 09 2ND S.E. E. CHARLOTTESVILLE. VIRGINIA 22902 TELEPHONE (434) 295 -5624 GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONsTRUCDON WITHIN ANY EXISTNG PUBLIC RIGHT- -WAY INCLUDING CONNECTION 70 ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE V ROMA DEPARTMENT OF TRANSPORTATION (VOOT). THIS PLAN DRAWN MAY NET ACCURATELY R THE REQUIREMENTS O l/E PERMIT. WHERE A DISCREPANC IE SDISEPANCIESOCCURTHEREOIWEYEN75OTHEEPERIMWALLGOVERN. 2 ALL MATERIALS AND CONSTRUCTION / METHODS SHALL CONFORM 70 CURRENT SoEOFlCAiIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 1 EROSION AND SILTATION CONTROL MEASURES 94ALL BE PROVIDED W ACCORDANCE WITH THE APPROVED O; l "TH 7p 6 A` 23 ! 1 ORAL Op r7 c 07 V E-MAIL• SwnS- dws°l"k-EROSION COMM% PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER ADDITIONAL CONSTRUCTION NOTES ECURBCONTACT: NR SAMUEL SAUNIMIS, P.E. O CURB k 6Y1T7ER 4. ALL SLOPES AND, DISTURBED AREAS ARE TO BE FERiWRm. S®= AND MULLED.5 z Bg 2. p PRO PAVEMENT 0 EC -JA D) TCH 8' DEPTH OF EC - 3A DITCH i TAX, MAP 05600- 00- 00 -032AO 05600 -00-OG -03200 TAX MAP 56, PARCE 32A TAX MAR 5& PARCEL 32 YOUSEF, ADMAN M OR BRENDA J YOUSEF, ADRIAN Y OR BRENDA J 5668 ROCKFOEH CAP 1INMP9Q 5717 BR01WS1LLE ROAD PC CHARLOTTESVILLE, VA 22903 338 CHARLOTTESVILLE. D FMF5, VA 2280.1 B. 897, PG 33 D.B. 845. PG 890 5, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL• VERTICAL). WIEIE 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 R THE OPINION OF THE: COUNTY Ems• OR DE TEE. I7IS DEEMED NECE9SART W ORDER TO STABIIZE A DRAINAGE CHANNEL 7. ALL VICES. CONTROL SIGNS SHALL CONFORM WITH THE 'AROMA MANUAL FOR UNIFORM TRAFFiG CONTROL DEICES GRADTIM THE VIRGINIA1TLADITINOFTHEROAD SPECIFICATIONS COV T 7ROAD BBROKE STANDARDS DS OF YEV10D5 O THtS PROJECT. 2 INHERE UNSUITABLE MATERIAL IS ENCOUNTERED. IT SHALL BE REMOVED FAN THE ENTIRE SITE AND REPLACED MERE NECESSARY WAIN SUITABLE MATERIAL TO THE SATISFACTION OF '9E ENGINEER. S ril 3 r S o E r E s FMa w> GI =n O o p i Y F EC- 2 DITCHo p ' DEPTH OF EC -2 DITCH JJJ EARTH DITCH DRIVEWAY CULVERT BENCH MARK 4. IDNNO: HC. HIGHWAY COMMERCIAL EC, ENTRANCE CONFIRM S TOPO t SURKY: FEND RIND TOPOGRAPHY SURVEY PROMO= BY ROUDABUSH. GATE, AND ASSOCIATES FROM TAX YAP 66 PARCELS 32, 32A, A 32D PREPARED MAY 2 2002 BENCH MAR( - 671.13 (U.SCS DATUM) RIGHT FRONT BONNETT BOLT FIRE HYDRANT 105' +/- WEST O CFN7EWIE R1F. 240 ! iY+ /- NORTH OR CFNTERELI RTE 250. BM SET FROM U.S.CS BM W45 S. ACREAE (TOTAL} 11.99 AC (85. 509 SF) NKr. COMMERCIAL AND OFFICE 0. UWFSS OTHERWISE NOT= ALL CONCRETE PPE SHALL M RENiORCED CONCRETE PPE - CUSS M. NDALLEXCAVATIONFORUNDERGROUND PPE INSTALLATION MUST COMPLY NTH OS STANDARDS FOR THE INDUSTRY (29 CFR PART 1928). GENERAL CONSTRUCTION NOTES FOR STREETS THIS LIST ISIN ADDITION TO THE GENERAL CONSTRUCTION MOIE9) p ONE (1) FOOTCULVERTS. EXCEPT PRIVATE ENTRANCES. SHOW HEREON ARE M BE RCA WITH A MINIMUM COVER OF 2 STANDARD WNDERORAWS (CD-1 OR CD-2 OR LID -4' S) TO BE PROVIDED AS INDICATED ON THE PLANS OR WHERE 3. FIELD CONDITIONS INDICATE ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA113ACTION OF THE ENGINEER. DRAINAGE EASEMENTS 94AU EXTEND TO A POINT DEEMED AS NATURAL WATER CIX' LSE PAVBYSNT Z 5 LS 6 3 y O r h1 vI to L 7 O CLEARING LIMITS MOT STANDARD STOP SIGN Zoo EXISTING CONTOUR PROPOSED CONTOUR 7. SETBACKS FROM PUBLIC RIGHT OF WAY: STRUCTURES 30' PARKING 1C MAXIMUM STRUCTURE HEIGHT 35' 8. COMMERCIAL TOTAL SF- 14, 840 SF FOOTPRINT (13, 8121{ SF USABLE AREA) OFFICE TOTAL SF- 14, 810 SF F007PRKT (12171.42 SF USABLE AREA) TOTAL AVAILABLE SF- 29.880 SF FOOTPRINT (25. 963.56 ST USABLE AREA) 9. FLOOR AREA RATIO (F. A.Rk 29, 660/ 66. 509- 0.343 I. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 - 5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2 UPON COMPLETION 0.F RFO ED GRADING AND PREPARATION SO THREE THE ROADBED S OF THE E, THE CONTRACTOR SHALL HAVE TTE TE575 PERFORM= A THE AIDE S OE SON. F IQ ( 3) COPIES OF THE TEST OBTAINABLE S SHALL SE SUBMITTED ro THE COUNTY FA SBl9RADE SM CBR O 10 OR GREATER K NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED NTH THE TEST RESULTS FOR APPROVAL 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY IRE OR A NATURAL WATERCOURSE 1. AN ACTUAL COPY O THE CBR REPORT 6 TO SE SUBMITTED PRIOR ro THE PLACEMENT O THE AGGREGATE BASE MATERIAL F RE FT VALUES ARE L IS THAN 1 THE DEVELOPER I BE REQUIRED TO SUB A FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2 S OGRADE MUST BE APPROVED BY THE ENGINEER FOR GRAM, TEMPLATE AND COMPACTION BEFORE BASE IS PUS TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GUDA7ION FOR TYPE I. I, OR IF PRIOR TO PLACING AGGREGATE BASE NT THAT THE SURFACE COURSEAGGAlEBASEWILLBEWAIVEDINTHEEVE ISTIREQUIRTOEMENTSPl7GIIIL1 (7EE BEGINNING AT THE ODMPLEMON OF THE INSTALLATION OF THE AGGREGAP. BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 OATS. THE PUOILL REOXWAONT WILL APPLY. S THE USE O AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE C RASE MUST BE APPROVED By ENGINEER FOR DEPTH. TEMPLATE AND COPACTION BEFORE SURFACE TREATMENT IS APPLIED. C 2 a+ C C G w s 240.55 e PROPOSED SPOT ELEVARON T113 DENOTES TOP OFF OF CURB OLR OVERHEAD RELIEF BRL BUILDING RESYRIC71ON UN£ OPEN AREA PROVIDED: 22193 SF 22193/86.509- 25.6[ RP ERVIO S AL AREA: NOT R ( 74. 4% D IMPERVIOUS AREA; 1.18 AC (74. 4)<J 10. BUILDING MEETS: RAIDING A (2 FLOWS) 7.000 SF COMMERCIAL F007PMNT (6. 529.07 SF USABLE AREA) 7, 000 SF OFFICE FOOTPRINT (5.741.05 SF USABLE AREA) 4. QUARDRAIL LOCATIONS AAE E TIME OF CO EXACT LIVCR7, LOCATION AND MAY BE END TREATMENTS HILL M TIED VERTEX= AT THE RYE 7H PINIONT E ADDITIONAL GUARDRAIL IEEFL MAY IG E EOIT IS AT LOCATIONS NOT GUARRIL i IN 11E OPINION HA THE COUNTY ENGINEER. OR DEWEER IS DEEM= N ECESSARY. WHEN AW FACE IS RECUR AI IT SHALL D INSTALLED FOUR (4) FEET OFFSET FROM THE OOPA_ TO THE FACE O GUARDRAIL, AND ROADWAY SHOULDER WIDTHS 9/ALL BE INCREASED T SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRARCES SHALL COWDEN TO VOOT CG- 9(A B OR C). 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC 250 O 0. GAL/ SO YD.). S SPECIFICATION SRFACE TO BE APPLE= N ACCORDANCE WITH CURINENT Vf.GWIA DEPARTMENT O TRANSPORTATION s N 5 O a Q D 0 a y p DATE 518107 PRL PARKING RESTRICTION LINE 123 NfPD > VEHICLES PER DAY EIdOSIO1V CON7'RDL GROV NUMBER H. RGINIA 14 OW 9* TOTAL FOOTPRINT (/2270.72 SF USABLE AREA) BUILDING (2 HAIRS) 7. 840 SF COMMERCIAL FOOTPRINT (7. 253.07 SF USABLE AREA) 7,840 SF OFFICE FOOTPRINT (6.430.37 SF USABLE AREA) 11660 SF 7DTA FOOTPRINT (13,13.4{ SF USABLE AREA) 11. PARING REQUIRED: • CNMEIGU4MET) 14,840 X 0.8 - 11,872 SIF 6000) PACES 00.34.36 WDO/ COI9/i - 500 SPACES 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS. AS SNOWIR ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED T0. ROAD PLAN APPROVAL FOR 91BDN51016 SUBJECT UISSUBCTTOFINAL "DIVISION PT VALIDATION. . 9 THE FINAL PUT FOR THIS PROJECT DPW PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PUNS SHALL BE NULL AND VOID. 9. ALL OR OTHER REGULATORY ES AND THE A S SHALL CONFORM WITH ME N MANUAL FOR MNFORY TRAFFICAFM CO DEVICES AND LIE LBEMARI.E COUNTY ROAD NAMINGG ANDAND PROPERTY NUMBERING ORDINANCE AND M DO MANUAL DIIAWN BY 7. NEWSOME A DESIGNIND BY OEiO® By S. SCALSCALE NONE VIRGINIA EOSIONNJRO9N R SEA' MENT CYW7RCI. 5® ® STRAW BAIL BARRIER 3.04 14,8 x 0.8 - 35 SSP11, 8722 /200 -59. T0. TRAFFIC CONTROL OR OTHER REGULATORY SGNS OR BARRICADES ALL BE INSTALLED BY THE DEVELOPER WHEN. W THE OPINION OF THE COUNTY ENGINEER. OR DESIGNEE. THEY ARE DEEMED NECESSARY IN ORDERWHEN. TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED EDITS TO BE POSTED ON SPEED LIMIT SINS ARE 5 MPH BELOW THE DESIGN SPEED, ON AS W Dv TEMPORARY DIWR90N DIKE 3. 09 59.36 + 50 + 34 SPACES - 143.72 DETERMINED BY VOOT FOR PUBLIC ROADS sr - P - ff - 0. TEMPORARY SEDIMENT TRAP 3.73 IM REQUIRED SHARED PINING 12 VDOT STANDARD CD-1 OR CD-2 CROSS -DRAWS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAD POINTS AS SHORT ON THE ROAD PROFILES BLASTING NOTES O ® SEDIMENT BASIN 3. 14 INLET PROTECI7QN 3.07 O IF 1* IF SILT FENCE 3.05 144-88 - 418/ 1" - 31.91 SHARED BETWEEN THE OFFICE AND CO9ERCAL USES PARKING PROVIDED: 94 STANDARD g AC E S 4 ACCESSBIE SPACES 99 TOTAL SPACES PROVIDED 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEM= INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VOW INSPECTION SHALL SE CONDUCTED IN ACCORDANCE NTH WOES VIDEO CAMERA INSPECTION PROCEWPE AND NTH A VOOT OR CQUNtt INSPECTOR PRESENT. WEE1. BLASTING. R REQUIRED. SHALL BE DONE NTH CARE IN ACCORDANCE NTH ALL APPLICABLE FEDERAL STATE AND LOCAL LAWr, OtDNANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAW14G JURISDICTION AND BY SIG AND EXPERIENCED BLASTERS A BLASTING PERM MUST % OBTAINED FROM THE ALBEMARL: COUNTY FIRE PTEVEHITION OFFICE PRIOR TO COMMENCING THE WORK. 2 ALL FEDERAL, STATE. AND LOCAL REGULATIONS CO%tMM CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY CH REGULATIONS SHALL BE DEEMED THE SOLE RESP.°.RUTY OF THE CONTRACTOR ND ERVIOLATINOFSUCHN /OR DEVELOP. S PRECAUTIONS SHALL BE TAXER To PREVENT INJURY TO PERSONS AND D'WAGE TO PROPERTY. NO BLASTING SHALL BE DONE CONSTRUCTfOf! ENTRANCE J. 02 12 LOADING REOURED: 1 SPACE FOR 1ST 8.000 SF. THEN 1 FOR EACH 20, 000 SF THEREAFTEREREAFTER WTHIN TWENTY -PIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE ECOVEREDINGAREASHALLBECOVERED TO ARID DEBRIS O , CHECK DAM 3. 20 O TEMPORARY FILL DIVERSION 310 DV -- DIVERSION J. 12 OFFICE 14JM - 4000 - 5,840/20.000 - M34 COM ERCI AL 14. 840 - &000 - 6.& 10/ 20. 000 - .034 OFFICE - 1,34 L OIWERCA VI EDAA0IHGFRONDED - I SPACES yGENERALWATER SEWER CONDITIONSOV 1. WORK SHALL BE SUBJECT TO NSPECTON By ALBEMARLE COUNTY SEANCE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE IPOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFlCIALS AT THE START OF THE WON(. 2 THE LOCATI ON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN N THE PLANS AND WHERE SHOWN. ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR 94ALL ON HIS OWN INITIATIVE. LOCATE ALL UNDERf. 7DUND LEES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND ODNSTRUC71N SHALL COMPLY N HEWITHT CURRENT EDITION OF THE GENERAL WATER AND SEWER CONS SHOWN TRUCTION SPECIFICATIONS. AS ADOPTED BT THE AIBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS IN NATIONAL GEODETIC SURVEY. UAMAG 4. PROPER NOTFTCATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SER'::CE AU74MTY AND TIE PUBLIC PRIOR ro THE COMMENCEMENT OF BLASTING OPERATIONS i BASING ON SATURDAYS. SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY NTH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 0. WHENEVER BASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EX?SP4G UMUTY, R SMALL ONLY BE DOE WITH DIRECT MOTE' SUPERVISION OF THE AUTHORITY ANY DAMAGE AS A RESULT P' &ASiWG OERATDNS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 0 it Lu Z F J y .Z Lu U ]Q 3PSPERMANENTSEEDING 32 70 TO TOPSCIUNG 330 pP CULVERT INLET PR07EC710N 308 11 DRAINAGE OSTIRCT: THE ENURE SITE IS LOCATED WITHIN THE STOCKTON GREEK SLBWAIERSN=. STOCKTN LE NGREEKFLOWSTOTHENEOMS AND THEN TO THE SOUTH FORK IIVANNA RESERVOIR. 14. DRAINAGE: AN UDEROROUED STORAGE FACILITY, FILMIA BOXES AND WATER QUALITY SWALES ARE PROPOSED TO ACHIEVEAVE WATER A AND WATER QUANTITY COMPLIANCE 7HE FLTEIIU BOXES AND WATER QUALITY SWALES REMOVAL RATES TO MEET THE WATER QUALITY REQUIREMENTS. THE UNDERGROUND SFORMWAIER MANAG I FACILITY HILL CONTAIN THE RUNOFF AN 50 THAT THE POSE DEVELOPMENT WFLAWHILL BBE AT THE SATE PEAK FROM RATETE AND VELOCTY As 7FE 5. THE CONTRACT SHALL BE FW_POwa%JE FOR HOIWYING YI59 UTILITY' (7- 806. 552 -7001) PRIOR TO 8. ALL WAITER AM SEWER PIPESES SHALL HAVE AM OF 3 FEET OF COYER MEASURED FROM THE TOP OFALL OVER THE CENTERUNE OF PPE TIPS INCLUDES ALL FOE HYDRANT LIES, SERNCE LATERALS. WATER ETC 7. ALLL AND SEWER APPURTENNMCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DiC1ES B. ERVALVESONDEAD LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE 8. WAXER PRESSURE MAY BE HESS THAN 40 PS PRIVATE BOOSTER PUMPS MAY BE REQUPIID. uP Sr• NI W m W J F Q G z W J CTS n 0 OC DC DUST CQNIROL 3J9 PRE - DEVELOPED ROW. O O O TEMPORARY SLOPE DRAIN J.15 15. THEE ARE NO STREAM BUFFERS ON THE SUBJECT PARCEL. 16. THERE IS NO FLOODPLAIN ON THE SUBJECT PARCEL o W -i W 4 17. CRITICAL SLOPES: 1HIEE RI APPRD9MA7E.Y 0.04 ACRES aIi1CAL SLOPES N THE SAFETY FENCE 3. 01 TEMPORARY RIGHT -OF -WAY 3.11 SUBJECT PARCEL (2. OS OF TOTAL SITE AREA). A CRITICAL SLOPE WAIVER IS BEING REQUESTED LINGER A ALBEMARLE E COVER MAUTILITIES: ALBEMAAIE COUNTY - AVAILABLE ON 711E SITEI& UT WATER•: ALBEMARLE COUNTY - AVAILABLE ON THE SITE O JO 3 UDIVERSIONTHEMODELT1WLBEPRONGEDuNDFRSEPFAAIECOVERWITHTHISAPPLICATION. i/E O -- 0 - Q - TREE PROTECTION 338 MODEL IS BASED N FLOWS AND INFORMATION PROVIDED FROM ALSO ARIF COUNTY SERVICE AUTHORITY. 19. A REVIEW OF THE ADDITIONAL FLOW TO THE EXISTING. PUMP STATION HAS BEEN DEVELOPED AND WELL BE SUBMITTED UNDER SEPERATE COVER TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 20. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES 9SHOWSHOW ON THE IN AREAS ON CO PRIOR 70 STARTING WORK. CONTACTCONTAC ENFEER IMMEDIATELY F LOCATIONN OR lEVA11011 6 DIFFERENT FROM THATELEVATION SHOW ON PLANS, F TIES APPEARS TO BE A CONFwCT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS 21. UNLESS OTHERWISE NOTED ALL CONCRETE PPE SHALL BE RSWORCED CONCRETE PPE - CLASS E. 22 ALL TRAFFIC CONTROL SIGNS SMALL CONFORM WITH THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL OF UNIFORM TRAFFIC COMPLL DEVICES X18 NO. 23491 21 PAVED, RP-RM OR STABILIZATION MAT LRED DITCH MAY BE REOUNED WHEN OF SHEET NO.THE OPINION O THE AlBEAAIIE CCITT DIRECTOR O ENGINEERFKL OR THE DEFECTORS DESFGMM R IS DEEMED NECESSARY IN ORDER TO STABLIM A DRAINAGE CHANNEL Fretwel), Annie E T imp- 56-32C qo1den, Bruce P & Karen m o. o.s 0 m PTResidert,ol Fesidentici 1 Tmp. 56-35A RIpesidentic! Residential W RT. 751 BROWNSVILLE ROAD -- W o C 26;' W3VF RESIC 0.4 --- - - S35' ---- RIPjjYE I4oycen, Bruce P 8cGHTOF aren ARI r t 2 Tm. c. 5 - 356 C1 , ve _2</ 2 HOdLy -4 z CR1Res; ent l 0 Q Vocar t ND wLXISTING-- P-NE PED 'P e vt Q04 : 1 E GRAVEL DRIVE TBR 17 07— POLE -'0 A WSTING PHONE/ TELEVESI)DN 6ee d.,x EXISTING SHED TBR N AND ELECTRICAL LINES BR x \ \TBRph. A U -xX2 -rEY. 5" HEULOCRS ELECTRIC f EXISTING ELECTRIC L MAPLE nnEEXISTINGsheEXISTINGBUILDINGTBRANDPHONELINETBR C'C'BR BUILDING TBR xHOLLYA.,xEX. 20' VAPLE A DATEoivFroe Plournis, Celeste 3: BUILDING TBR Tmp. 56-16 FA 5! 8/07 BR Ex. A STING BUILD fRResidentiol01 " i DRAWN OY14G' TBR J. AIEWSOME cv c \ ` Residential rn. sheo i DOG fTBR6,> > 2 C: DESIGNED Sr • p—, Tt EX kxis SIGN TING GRAVEL DRIVE TBR680TBR TBR E XISTING GEORGE wni j '.a- IMAPLE SAUNDERS SCALE EXISTING BUI IBR BM 671.13 ( U. S. G. SZ)A FRONT BONNE T - 1 BOL T/ FIRE H T t or 4 WEST OF TERUNE R D 'i105EXISTINGRET_* N Bo': 0INERTESQ1EWALK- TB3. 3+1- NORTH F CENTERLINE 3M SET FR US.G.S. 64 QJ45 mesl j' a -TB EXISTING - DUPFPSTERS TBRt STINGn527' AS ALT TBR EXI, 5QNG, FUEL CAPS AND GAS TANKS ; TBR STATE A 6 APPROXAM TE PER AND FE DERAL GUIDELINESEA CRIPCALJ L OCATION OFSLOPES 7EMP T 12" W 15BNG PR` fVAX NITARY FOR 66. 4TOP LU MA/ 12"" NG flJEL CAP TBR Z s - 7- - - " - - z 5 0w im UTATIONTOREMAIN - 4eXSANITARYPUMP 12" w 0 DRIVEWAY TBR ------- 12 W 5 o u 2: EXISTING GAS PUMPS, TA' 0 12" W LLJDele'. < -9 EXISTING EASE TRAP TBR C TBR GAS PUMPS 7777 3, 2" V EzRGAPTURNPIWILLBEtron EXISTING RET WALLITOR KE REbLQVED PER STATE AND FED AL LU U)VARIABLE WIDTH RIGHT OF WAY 0CxCP, 77CAL' SAW CUT THE EXISTING EDGES Ln z m OF PAVEMNENT AT THE EXISTING W ENTRANCE AND REMOVE THE Lynch, ffilliom A Jr. mp. 56-32c* N Lynch W A Jr.PAVEMENT AND ALL CURBING I N000, Kenneth S C" KellreV W WOO 0 zRARuralAreas 0 vaccnt ercwoff Trnp. 5- 6- 320 - RA R. Areas Trnp 56- 5 23 'Z Vocart RA R;; sal Areas U t 1 % x LEGEND: LU NOTES: sf CRITICAL SLOPES T6R TO BE REMOVED P 'go 00fBR GRAPHIC SCALE A TEMPORARY CAP SHALL BE INSTALLED ON A CRITICAL SLOPES WAVER WAS THE INLET PIPE AT THE EXISTING PRIVATE Al THE PLANNING SANITARY PUMP STATION TO PREVENT ON JUNE 19, 2007 CONSTRUCTION DEBRIS FROM GETTING INTO IN FEET) PUMP STATION CHAMBER. THE TEMPORARY NO, CAP SHALL REMAIN IN PLACE UNTIL SUCH A 3491 TIME THAT THE PROPOSED SANITARY saffTno. & CONNECTION IS MADE. 3 o S ID> y4 6 4 Fretw0, Annie E Trrtp. 56 -32C rovden, Bruce F & Koren M S p >t Ri Residential i• rmD 56 - 35A ° o RestlenUc! R7 Resiuer. ticl S r C Res `; i 1 m ADD PAVING 70 GRAVEL I 1 m ROADWAY 70 POINT THAT XIS77NC EDGE CORRESPONDS WTH END OF PAVEMENT , OF THE TAPER z a N b GUARDRAIL GR - 6 r: 4 TAPER BACK AT 4 :1 AND W ZZ PROPOSED ROW ND AE !N TO EXISTING z '"' " z U E Z DEDICA7)ON CG -2 W GRAVEL ROADWAY t7 ° ° 1` iU PC TD PC RT. 751 - BROWNSVILLE ROAD - _ _ s ° W '— 2 Y' s' w PRES RV w RfGHT WAT -a° w - -- -- - Hayden, Bruce P & Karen M m pin fir -gar _= — ._ oe'R1 Re I mJ -3RIGHTOFWAYs w Vac ta 0 0ARORAILGR8 C, R =30' =T ' =15 »m ,•..; r _ _ __ _ __ - _ _ - - ! +W a FOR TRAN51770N '= ND T, SIGN R 2' LOADING SPACE EEL .STOP (.) hL aTL a 4 m cc -3 s P , t r- . -- - -- - "' - - - -- -- 00-- --- -- ME7>= R - -- -------- - -- - REMO 20' VEDR =30 _ _ B•• w R =2 _"-- -- ------ - S r ^ cc rc_ 1 i ST Rs5' R =260' . -`` ec =18E TYP I R -2 _ phone tp' I _LOADING SPACE ` - _ - \\ o o 1 _ -_____ _ __ M12 25 ___ _ _ I } >=5 _- 240,`- > ° i 1 Rm10' 6/8/ F y\ 97700 $ 07 a WA _ \ 1Fi ' R -1 ` 0 ovAwN RET. WALL 5 CONCRETE SIDEWALK _ 125' CONCRETE \ ` ]. NEw50ME a SHEET 8 FOR ARDRAIL GR -6 PAVER DETAIL S p I •a 6. 67' 5.0' CONCRETE SIDEWALK O t BUILDING B ROOF OVERHANG2FLOORS _ _ • a GEORGE Ploum ' - ` 15, 680 S0. FT. TOTALis, Celeste' = N I tO -- \'°11.3 1'' I 6.67 P .. c N ( TYP,) 1100 SO. I- T. 'TOTA B UILD IN G BRICK DU \`u R =5 \mp. 56 -16 "t 1 _ _ io 4 ENCLOSUREE TOt0 R =3.5' S R? Residential O n I 9 •. -5 CONNE0770V MATCH BUILDING Residential I 'rl < s a n CCESSIBIUTY SIGNS SEE SHEET 7 M . malts 0 • scua ; Z • , ` t TREE GRATE A FOR DETAIL tt. 33' y W ' , ` > • 1' =20 D C I i t (TYP) G -2 CONN£C7/ON - LS WATER 10' l rn M£7ER G -12 ACCESSIBILITY SIGNS n t4C' G-12 cos , _ 5' CONCRETE BIDEWAt3(, I ®• C04 1 m U r ' / I r •• 4 . A 4:TAPER BAgC T 1 AND _ I i\ • ® •® 8. 5 CONCREI£ S1DE,v R-5 TIE IN 70 EXIST G ?- 1 1 14 ARK SP S QQ. 7 7 + ° I /PAVEMENT 'u 1 It R =iD' I (_1. Lr• L £A £A! 7L/ £ ) 4 A 18' I 9 Ir r al ' S o';/ B 8M 677. 13 ( U. SGSS RIGHT 0R =3.5' DED/ t8D A R 5' Q 0 L ( { ` s PAR NG ACES I 3 I I I II ` FRONT BONNETT SOLTIFIRE HYDRANT 5 6' r. V. 7• HcE 1 ' E NA C NTERUNE RTE. AT -- - -____ ._______ y THIN TAP ANO — — J I ASEMEN7 WEST OF 0 CLYiPLYtR 776N .L ._ — — — f t , r / r 7.iesi o 33' +/- NORTH OF CENTERUN£ R. as R 3.5 yb - - - - - - i _ - / R 35 250. BM SET FR U. SGS BM, - - - - -- -- -- _I ----- - - - - -- / I ' TM 1 o STORM € UNDE ' N ON SYSTEM . 2C. t AN• 10 PWRKIN SPA S _ _ _ „_• _0; 9 RL___._____ oiR =7' I SE0ROTW W 2 _r a , = 5• 1 I PROPOSED R s = F ` ex prrwte steary _ 20 RKIN SPA S / 5 i 1 25[ i' euc. rdd. "C i ' 1 LOCAOON T, ti _ T v Yi - - - • =Q R a / 1 SM1 4U0. !,•l SBTJ. i ;; "` / S O o END y . tr w 'T1NG PRIVATE ` „- -- Gy =35E7S ' . £ND CG -6 M-- f .PY FORCE i' C0= 6 ' ' , M 74T tY w tY w -` R =25 Lu s 1r w ---- -- w £P l , W L a C RE INTO W t,. ,. MCNT r r8 EX. EP EXlS7TNG P, 7F W ! y4 PRr 0. 5£ D 6 - _ _.• :..,r t; _ TURN 'F SANITARri? lJ,IP IN £T) E X. /L - _ LANE ,} ` E 2 WATERL/ N£ — WiTN 1Y X6' TS&V Ir' i, 1r 0 2 0 E S MAIN 4 PE !N N£ W PAVEMENT IW7H rj > " PAVEMENT EXTEND (roncf TURN LANE TO EX7S77NGRT. 2 50 PATCH EX. STORM - - rte PAVEMENT ON RT. 75tI - ROCKFISH GA TUR NPIKE i Z LU wjjVARIABLEWIDTHRIGHTOFWAYN = E f I - -- - - -- - m -- - - - FOR ILEGEND - - TURN LANE DESIGN EXTEND EXISTING 15 s PIPE AS NECESSARY PAVEMENT FOR PUBLIC m ROAD IMPROVEMENTS {Lynch. Wilf, om H Jr. HEAVY DUTY PAVEMENT Wood Kenneth S and Kenneth N.' Woo p. 56 - 32E Lynch, W A Jr. m ° RA Rural Areas imp. 5E - 320 Wood 1. 5" SERVICE TAP SHOULD BE AT LEAST " FROM PIPE JOINT. vacant RN Rural Areas T RA RuralARu 32B s Areas Vacant Vocant NOTE: ALL RADII ARE 45 UNLESS OTH E NOTED € THE MINIMUM SEPERATION BETWEEN THE HYDRANT AND WATER MAINS SHALL GRAPHIC SCALE Ve BE FIVE (5) FEET. THE MINIMUM SEPE ON BETWEEN THE STREET LIGHT, - UNDERGROUND CABLES, AND FILTERRA( SHALL BE FIVE (5) FEET. '° p ` THE SEGMENT OF THE PROPOSED L0, TE;ALLATE THAT CONNECTS TO THE EXISTING f w MT) 2 ENSURE THAT sPRIVATESANITARYPUMPSTATIONSHALLBEFIELDLOCATEDTO1xcL - zo n _ smw THE PROPOSED LATERAL ENTERS THE EXISTING PRIVATE SANITARY PUMP 4 " STATION AT THE SAME LOCATION AS THE EXISTING LATERAL SEE GRADING 4 PLAN (SHEET S) AND PROFILES (SHEET 12) FOR PROPOSED TOP ELEVATION. THE TOP WILL BE RAISED APPROXIMATELY 3. 5' TO MEET PROPOSED GRADING. IONAL a WOE JUTE MESH (CC- 2) CHANNEL LINING FROM STA 10+ 00 To END ch RT. 751 BROWNSVILLE ROD I - W ------- 6- - Ho en, Bruce P & Koren V 30' nVf pJ RESkl_w TV 681. 0 OU7LkTPRO7rC7 W005, Res: oertliol Tw 681. 0 W ASS I EC TYPE 8 0- CLaw67-5. RIFIfAP W/ GFOTFXT 500" Orl-, FABRIC I) NDERLAYMENT TV 6 7 75. 66 L &0' D S'1 6 (EC -2) m 1 - B .5 75. 66 8 WOE JUTE AdESH i 7820 8. 50 79 STA. io+ 20 TO END 7.. 4- 4 / - - ----- ----- - -- - - , CHANNEL LINING FRO 75.26 rc) --HP- 74.69 5.43 74.99 NT5. 75 78. 14 77. 49 74.79 7 SS 4 - 9 , 674.7 k-111 74.9 ' v 674 BW 673. 0 77.0 9 74. x 74.9 73 0)76.5 BUILDING 8: 2 FLOORS 7Plournis, celest- 1 m: 15, 680 SQ. FT. TOTAL PLAZA BUILD - BUILDING A: 2 FLOORS EP 74 26 E oo 3 2 CL 7 aImp. 0 -16 75.8 F. F. E.= 675.0 f "'B"O IPIRe Is14, 000 SQ. FT. TOTAL- 74. 49 76. 0 0F. F. E.= 675.0 Resid-? ntw i " - -749 EP 74.70 SEE DETAIL BELOW 68 i -- ySEE DETAIL BELOW 8 $18107 4.90 SVNrRil' GRATE INLET m 74.90 WAiMER BOX TO 13E ADDED,N \ - ' 74. 90 DETAIL 1 1 7 .64 74. 9SEEF HEET 10 FOR 73. 71 73.97 NEWSONE 74. A7 4.51 7 3.61 N 7 1 it ott 74. 41 ! y 1.13 ( U. S. G. S A M-M1 I 1 74, 25 7. 1 R.o4 Vesirr,S. SALWDERSTONNETTSOLTIF7REHYDRANTLJ-- 7136 0 0WESTOFC, ENTERUNE RTE. 24 2.9 HP 7 .26 0345 1 S. N ORTH OF CENTERLINE R7E. T j R1 BM AS SHOWNU, S G. S. By_ 3. 7 .48 72.1 fly' t 72.1 0 10 VTLLlT MOT 2 CLASS I! EC -3 TYPE 6 t/ PPAP w/ GEOIU77LE an 15BRII1 117 1 5 CR, TICAL ' ION OF PPN' IMA TE EX -P CAP IN111 ; ------ SLOPES EXISTING PRIM-Ir W 12" W SANITARY FORCE TOP 4- M 12 12' 1 WOE 117i MESH z CHANNEL LINING FROM 7REE f: 12" Lij 37A7 - 10+00 -TOZND- TO BE FOR OETAII- PROPOSED ZOUTLETmorEcnomwor _,,r SHEET MR z CLASS 3 CLASS I DRY R QUALITY SWALE 8' WIDE Ji7r UESH (EC- 2) LU .6K' - LROkFI Sk P TU R N PIKE W RIPRAP W/ GEOMhTLE ' j 7 ININGFRO11I_ FABRIC UND LAMENT ------ STA. 10+ U W' T VARIABLE WIDTH RIGHT OF WAY C EX. CPIPCAL-' W L- aO" D- 2.12' ( SLOPES (D O Uj uF to L%, A Jr. 166 6- 32F L ynch, W A Jr. Wood, Kenneth S no Kenneth W Wood, Rich endwdf f rp. 56- 32D - , , mp. 56-328 r R, Farm Arens RA Rorj! Areas rl /CC t Vocant z Tv. IBLE PARKINGGRADINGDETAILFORCCESS one UjTLETP ROTE C TION MOT N phone Tv. SKIMMER BOX TO BleSCALE: 1 " =10 SUN TREE CRA IN aAss i CLASS I DRY 0FABRICUNE elec. SEE SHEE 1 FOR W- 175, W 9.25, 74. 90 74. 90 L- 8.o, D- 2.lr UGRAPHICSCALE0 I X4 4 4 @ 22 74. 8 TIC 74 7 86TC 4. 86 T 74. 1 2074. 86 TIC NOTE. - 74. 3 BC .36 7 .36BC 4. 36 JB C 74. 3 BC ALL ELEvA TIONS LOCATED ALONG CURB LINE, UNLESS 0 THER WISE NOTED, A RE TOP OF CURB EL EVA 7AR -IONS. 0' D ASE LEGEND: 74. 00 THE' TOP OF THE EXIS PR/ VA aZMCAL SLOPES - D74. 00 74. 00 N- T- ENT % SA NI TA R Y PUMP S TA TION WILLL 8E RA /5f P. HE SHOT No. 2 P- AYNEN T 31 -R Y A PPROXIMA TE L Y J- 5' TO MEE T 5 C. 0. PROPOSED GRADING 7 P 72.78 vrvucfftlrwc DETENTION 5 72. 2 - - - 72. 4 72. 0 1. 9 1 0 70. 40 0 0 FILTERRA BOX 1 74. 411j 74. 25 B 2. 90 6L . HP- 73. 53 15 2. 70115 73. 4 A 72: tra f 73'. 11 ht o] e CoR oxTflAFFPDL cont ligh MATF hnv 1 pole FILTERRA BOX 5 AND 6 72. 78\ 46 111 2. 29 72. 2 72. 09 72. 00 Im 65 76 72. 4 FILTERRA BOX 2 AND 3 7 .7 / 5. bb 21 75. 59 75. 03 c 75. 43 74. 99 w 74. 74 75. 0 7. 41 -'y 74. 76 74. 70 pp v dQ O CJ de 74. 90 D 74. 9 7 4. 9 0 FILTERRA BOX 7 AND 8 1 f FILTERRA BOX 11 AND 12 G .. 2 +00 g 4gE1nP Z FILTERRA BOX 9 AND 10 GQaZEI riklF Uk1 1c!- filters NMeuy 4RauV i 4- 17-,'1 is1Y1 494•S2'I -140 A« r+y4ewAK G T (f tTff- A nMAE r •.mgt G, g 4gE1nP Z FILTERRA BOX 9 AND 10 GQaZEI riklF Uk1 1c!- oI 9 ' Y, ONAL 0 S gry 2 0 I A o 5 r G G e 0 DATE s o 518107 J. NEWSOME OESION® BY A GEOR L WU SGIE s O Lu L- W Z 5 O o LU Ca U ae u Q J 8a LL, W WLLaF m , _ Z t Ln J E € GQa2 Z N =z O 0 = r V g 5 E NO. 23499 1 SNEEf NO. - 6 I7 7: 75. 66 75. 66 74. 69 L77 74. 61 74. 87 7 .58 74. 7 f) x( 74. 75 74. FILTERRA, BOX 4 oI 9 ' Y, ONAL 0 S gry 2 0 I A o 5 r G G e 0 DATE s o 518107 J. NEWSOME OESION® BY A GEOR L WU SGIE s O Lu L- W Z 5 O o LU Ca U ae u Q J 8a LL, W WLLaF m , _ Z t Ln J E € GQa2 Z N =z O 0 =r V g 5 E NO. 2349 9 1 SNEEf NO. - 6 I7 7: 75. 66 75. 66 74. 69 L77 74. 61 74. 87 7 .58 74. 7 f) x( 74. 75 74. FILTERRA, BOX 4 MUCK ROVLOCK CAP WASH 24•_0• OP Y 5/ 8 OU. HOLE FOR ANCHOR - tf 6^ o p BEM SEAM V/ PIPE BOLLARDS TO ANCHOR R WHEEL STOP2MCUNT. ' 8xBx16 0 - of TO pR BUILDING a I , nr7lb /07 O.C. E R T ! • . • I I OVAL 16' PR1 I t MASONRY TIES PROVIDE R TI !MASONRY T2• = 8 >I6. 0.4 t MASONRY TIES BRDtl( VENEER - BRICK TO MATH WHEEL STOP DETAIL _ A EBUILDING - SEE ARCH DVGS. j NO SCALE Gr1 & C CELLS V/ REBAR SINGLE SVING 3 I GROUT SOLID GATE V/ DOUBLE 7' HIGH /I - BO t 3 F PANELS TO FIT 12' 48' IC. CENTERED ATID GATE POSTS ' LAP 30' MIN g n o VARIES SEE SITE PLAN FOR O/ Cf Roil a ueM « 2 O E 4•ar z H v w 1 12 — g° e ° PROVIDE AND INSTALL SLEEVES FDR ''_ 4• • sBVAR. WITH B 6' 4' CHU BELOW GRADE CANE Bars (TYPJ 1O'-4 10' -4 13•:' Y :: - r a P ^, a ~SIDEWALK AC STOEBMLK SPACE 3600 PSI CONC FT4 0 1 I 2 -1- CURB C C $J ;','' l` • WOODEN GATES HEAVY Dun SLIDE BAT 11 Ij 6' 3-BS CONT. 4 X4 SDIWRE STEEL HARDVARE FOR PADLOCK CC-B STANDARD CURB t QJTIFR 9B5 ! 24' D.C. VITH METAL CAP, TYP. 31'- 0' 2' -5 oHEAVYDunHINGES TANGENT PLAN S2TRUSSRODONBACKSIDEAS « DUMPSTER ENCLOSURE WALL SECTION yr x 3 3/8 CRNa1HEl, TYP. C . rC . / y F 11ER M Awt/1 - !CJ and W 1L GFT .r., T - V M se Aa c oNTLr - a THE wawa REOLMMENT TO ACHIEVENOSCALEA ,2.•, SLOPE V . o2' SQUARE TUBE FRAME. NEEDED r 8'_S•DROP BAR ASSEMBLY a EACH OtnR p SM. CD-6 8.375 MAX. O POST FOOTING i' . >` SEE STRUCTURAL DRAViIGS - . : d•: THIS ITEM MAY BE e m PRECAST OR CASE IN PLACE j Y GATE VERIFY ROUGH OPENINGS PRIOR TO SECTION A -A CA 5/$ M7 FFABRICATINL GATES 3 _ J. NEN'50ME DUMPu R ENCLOSURE DETAIL ( FI ,, MAXWMY E S STEEL POSE B e NO SCALE ( FBIED IT fH 2500/ CONCRLZE) • A. GEORGE ` a 6°®BY g SECTION B -B : • S. SALMADER5 $ 3)- 3/ 8' ANCHOR BOLTS SCALE LIMITS OF EXPOSED AGGREGATE 9DEWALKBROOMFINISH _ 'e MASS A3 CONCRETE HAN FRAM L D VALVE NOTE: •. \ \/ iE yCUMRAM 6' x 6' VZA x V2.1 VVF CONCRETE WIT E A-3 • / • R+' SLOPES PAVEMENT CONCRETE SLAB A EffR MAXIMUM srolL aEE L3LA SLOPE OF 12n 6- v. v ea 2' MIN.GRADED L TRQROUGLILY 4 21 - BCOMPACTEDSUBGRADE BOLLA DETAILNOatRW. 57 AGGREGATE RDBEDDINGMATERIAL NO SCALE • _CIEANOUT WITH CAP. B' SLIDE ,2-•, NAKIYUM 55 8' CLEANOUT TO BE SAME W Z 'SIZE AS LATERAL OBtB AND L - QDMPETAL9WRA ( -. ISOMETRIC VIEW f' 2 s CONCRE7 DUMPSTER PAD NO SCALE — — = Z > a acALa NONE CL EANOU f IN PAVED AREA S OPE ' II -1 11 =1 11 =' W s NO SCALE — II — I U ` e I p c I- U e5 ITI— % GRAM1 8f SURFACE W 19 6 NOTES- 1) CONTRACTION JOINTS TO BE AT 6' O. C. y 0 TSNOTES- 1) CONTRACTION JOINTS TO BE AT 6' O. C. E •SIIIBaAGE L J o 2> EXPANSION JOINTS TO HE AT ALL CHANGES 2> EXPANSION JOINTS TO BE AT ALL CHANGES aTMOROUG11 Lr co _ IN DIRECTION AT 3D' O. C. MAXIMUM. IN DIRECTION AND AT 30' O.C. MAXIMUM, COMPAC & T a3/8' PRE- MOLDED WHEN owANSIDN SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FORANTT13 MATERIAL ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIORAD. IACQRT r0 CURB\ 5' MIN. 3/ 8' PRE ECr v S' MIN. TO PLACEMENT OF SUBBASE. W < i WHEN ADJACENT Tp Ie 3/ e' PRE ECT WHEN ww I Nv -ennu ne me ®e..r ne..e..e..r Lee. n !M FaTOFACEOFBLDG. 3/ 8' PRE -MOLDED FXPANCmM_ 7( / ADJACENT TO 4"e 4" I- 1 I Ell H 1 I — I 1 —I 1II -1 1= 1 I I— III —III I II- CLASS A3 CONCRETE JOINT MATERIAL WHEN VV FM 1' ADJACENT TO CURS; 4'a 4 . I 111 -111 —I Fill — I i =11, IN SAHARA, X75 PA .II -T SAHARA, 2' XNCA PAVER T HO -B PA I I -III LOKC I N OVER CLASS A3 CONCRETE Tabb 3: TTSIBc GeTIBteIiOl GTrafficenentiDD SR I. oubta Use N— Uib, AD' P/-8 AM S— SF B, ae Ge. I or— 14840 iDT ilE R' 4d1 14840 673 ATE TOTAL 980 601/• b mbaRro.W RT. 250 40- 1. 11 nmtmce OOIO RT. 751 SEE SHEET 4 PAVEMENT SECTION SCAM: NONE HCV V V S2 58 o B 5E TRD 4: P+ I, L n T PAR R,rR Design cL,ae Dr SsaBtee Ih a P avement D !8 O Y a Sabhsse II A Dp I• D I 8 OR MI AGGREGATE COMPACTED S SUBGRADE CO 8 OR pO. 37 AGGREGATE COMPACTED SUBCitADE I. oeatle.T HCV Desi® t R SSV Dr SsaBtee Ih a But Y a Sabhsse II A Dp ca p GRADED AND UBGRADE GRADED AND THORCUGHLCOMPACTEDSUBfiitADE COMPACTED SUBGRADE A 980 e3HeavyDmy98 0 5 5 5 14. 80 SM 9. 5 2 2. 25 13M 25. 0 322 21A 8 0. 6 15. 8 TYPICAL SETYPIG LL I S N E CT ION +1F PaTcma uy yCUREandJ 741C LVC. AL1 Cit t6 and 6. 5 WRVC SIDEWA Paddr 5 SM9. 5 2 -21A 6 - T, m I RL SM 9- 5 2 2. 25 RM -25. 0 42. 2 21A 6 0. 6 16. 9SCJRE. NONE SCALE: NONE aoe e250I23491 y FRoad I T 9. 5 2 225 BM -25. 0 4 22 21A 6 0. 6 169 RLRL752 r. 5 7 , € raww TARN T TAa rr.,r rs IMI w..IwmrweibwO r Iw•n,n,I W enwrw.rr.e w.wlrar: 2x7.5x)5 a vrrrAlia n.+e.AaM ra 2zT5x15 o. rm..r....i+a...»...wm.. «.. <.rA PLAN DRAWN BY y r.....wr.ie.rrAr , r.r. war.A..+...rLMra.w i asr .."irwwrwwrw. rur . w+w..+.. i PLAN r x AIENSpwJE 2x22.5x15 `T. Aa. r..tr./. r' N `T. ,• :, * R.' T..°, f IE II IE3II IC -I F cam =ti q..., •• A GEaaL WL1 a ma 7 • 5. SMMIOHLS ELEVATION ELEVATAON • • SCALE COIL'. AICNON • MDIYfPLAZAPAVERSNJSTALLATIONDETAILASSEMBLY ND SCALE c.,en /—P. N..rm, Ip a•AMfJwN —_ OETA.•C SHOP CIAtVEp RAl wvrrls ( TECNO -BLOCK INCA PAVERS IN SAHARA aLLA+a DET 3 SIZES IN A RANDOM PATTERN) - - _ END POST SUPPORT ANGLES 1 GR -s TYPE E F ANCH AGE) TREATMENT STANDARD W BEAM GUARDRAIL (WEAK POST SYSTEM) _ PLAZA PAVER PATTERN DUAL No SCAL RETANNG WALL PATTERN DETA . W ND SCALE - F.NO SCALE L. W V,Rtv 9 /06 RESERVED PARKING U OR'PARKING SIGN 'i C i+ J! a y a rw r. ` w> wuw awa I , y L S pr w.11liar: arww[ Lly•a. —MILE S.a Aa) ® W m Q ns ,.' MUNIXON 1 y F`y yla. golww s as Oarw —(- V ( SEE MAN FOR LOCAVIDIN OF VAN m at r • raki rgg s (•L -J 1 r' • i.' or'a we ro .n s A ' ,f L ,. f p8a. Y ACCESSIBLE j ON VAN l OM r N R J LETTERNiDaE PEN N = PC AVEI IXNTIRUCfaN .IOaT OETAL AVEIEM C TRXTIOM A— OETAL IIAMOROLMD WHITE EM 1706 - I., a . RNE O LLT PAVDEIR OEPiro tEl%'! a0 PAVpON == r N OEPiw AWAY YL+ 3 la' A& S& SSFi • r wr r.L w iAiar r TN -PLYa[SR1S4" dARLWl STX' S3W: 9Ao' rra" T;,,rr. ar.r.r..ri ................. ........... ............................... K ..... w. ADA VAN ACCESSIBLE SM NO SCALE - al a zTRU PAVEMENT WIDENING ow OOe Ip, STAN ADr6uRB 23491 CURB CG- 2 PAVEMENT' WP -2 SHStNO. NO SCALE NO SCALE 8 G, i$ iF S s: fc r g2 E 5 c Es 0 S 9 X Ee T ..T•{ .vrt. w, ry}p fir w 0.EN6F99N TA1 0.E1d1'lA) aa 0 =' f f 0wa K .. r u,a ras as 0 r K -aE-A' 1 9S} mE / ss rm wwar 5 S gYONALC s L A na[ _ T 716 WT 6 ONLY 70 BE USED WAEM TYPICAL NSTA.LATI M V V 00 eaD 1110" AIR EeT/ EJ.A7TON NNDTES EL[vATgx r a DETAIL ?S' 4vLa ++rm ; T: ° g zz J^ T Li 1 ~ 'qf ar•. w{ s s ZZ ¢ ec`$a' $il$• -I— T .ssnrn. ww we• ss M BECIIOM D-0 SEC" E{ > TER IIAL TREATMENT FOR W MW GUARDRAL TTERMINAL TREATMENT FOR W BEAM GUARDRAIL S 57ANDARD W BEAM GUARDRAIL (WEAK POST SYSTEM) 5 a J GItAFlDRAIL CA- 6 s NO SCALE - - -- _._ -._.- NNO SCALE G Q k REVISEDON7O1 REVIM ON IOI GGG k RI: ja rti.rt VV) G, i$ iF S s: fc r g2 E 5 c Es 0 S 9 X Ee nrlr.N r >•• a' iewr•• wiNYe m MnwA k• a nrrM L i ta.r mmcr OTY t flit YF mN.Na r+w = PLAN view oon n. a • ,r nc s as. urr 10 d em.r ae AvassMr Ar aom„rpat srwgro nwsnm ImN nN •A' YKT suns ata FNmMIa ro K HIGH" I, It wrttoi mn keno TMAM B. W V wa w.rr rp n . ea ilpw 00.1m olwlm N tl/beT opo" tlew) ../mwanNT I{OY{ra aaYT ELEVATION VIEW n,rw aw/ qm. oo,E IAa au.eoT mm. m " Fora d etwd aswa, oft PLAN VIEW srmxOwo rttad,ts naN e1e11 `A• eRfeT arw > ro [t NONeR tun wt10t (Pw) TTiAN [1./ V T ssr i war. w.a mm nn, tutu aYr tart. Iwa Nltr. AA OAeYeaF atto,, W OIIta1 aLPm a!!Q A m PdY d ImFR d1YMmM NqV dpr.m fFry rrlr lrYrw r oAarw A4rrlE w R .mi mArr. ELEVATION VIEW r ellfVl c /p 0 fdj[ M 05 — RR - 2 oe NiU( 5f. CS LYn.L /f/ e jy,. 14f9LTtRMLFLOMM1IMe uT1MiLA L aPUdlar /.IIIIt MaoufM[o [ F OMS MV19 nt2nre tYPAK u 11UA rent t s rave w m. rr o nam w.s w.ms wens w. M 1 amwA ateeaa P' r 1 1r Y. iww YOU SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BUM Fat DUALS NW S.DA.. f/rr#.>LIG[ a,lr .IO .ImYrr b 7w artid m ul m Ire d cLw H1pW M maAwG•,aq dDaa M =--m / r >••a' iewr•• wiNYe m MnwA k• a nrrM L i L OTY t flit YF mN.Na r+w = L oon n. a • ,r nc s as. urr 10 d em.r ae AvassMr Ar aom„rpat L zr- m Fvc canaw yalR ro mM1TAtYwm 6 .A] D . 0111® aAfp mgr rmD Nrwt NR a w, ohua toutta Fst lows wmbD IYPORTAMY wa te. mr a nal[ C7 N W llad wAllr p /ll.wm wr ioF w M agagr awaE eoneomwa o W r v101m t a.a m anew tt000Na M dMRI rd JUN/ L OUrYJ' UO @„ AMO ameM oM aver. o[ rwa uI r ellfVl c /p 0 fdj[ E oe vRecu RA•(RMT wA.CM PIIOaOM M A1r110eSt L aPUdlar /.IIIIt Iylq IFE11 .1.760 R wgGVf H A cerwe A-A pE9aaTtON L I IN Fat ri Ix tININb YmAr[ N II .{L 1gINr. 11 -12-Oe — FIST -2 PRECAR FKTERRAm AMR i mSTMIRAWNi( 1L U15L+ 3J ( 1[COMFgYI{ATION e,.reaNrwr 1[p.ATN1.ep011rYOr 1° M rent t s rave w m. rr o nam w.s w.ms wens w. M 1 amwA ateeaa P' r 1 1r Y. iww YOU SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BUM Fat DUALS NW S.DA.. f/rr#.>LIG[ a,lr .IO .ImYrr b 7w artid m ul m Ire d cLw H1pW M maAwG•,aq dDaa M =--m / r >•• a' iewr•• wiNYe m MnwA k• a nrrM L i jmpr OTY t flit aYa. r Nv r+w = Nat[ lMl. 910 6 oon n. a • ,r nc s as. urr 10 d em.r ae AvassMr Ar aom„rpat ea. uao aP ar.m aer..aEn yalR ro mM1TAtYwm 6 .A] D .0111® aAfp OIL A y ab0 I1AL1N a4t eYl IYPORTAMY SECTION VIEW FlLTERRA THROAT OPENING terar IrEr m Im,rlq O,.mb Awr/aL N R wen !dW , Iwe 02 -23-0 I ccT -] vi (fA PILTMIX" T"a"Ir o1[ MINO rd JUN/ L OUrYJ' UO @„AMO ameM oM aver. o[ rwa uIr ellfVl c /p 0 fdj[ Am oa -,o-os Fenn. -, o ., MN i f- I 1 rr M IA L I1 ( l — " ,aW is sera) mOw-S tx a,r,Aa tam .eb proms, nw rs. amn orE loam. runs) rmrsav P AM . WWt run[ r..r r aver[ y M m ie arit ywYNR N m u a.a m.r tar+w wmaaorb Arry om L ar ° swm 4 S m. G o m i • ,Y 0.G f Ntw` e° 1 aaON woieem w amOwrAAT ... - aocw SCCIM MA lr...r AYa/ aL M R tA2 fd1, Yr. OE9ENNIOM L r pVpdrmNo TYPPICAL OCAL S ONO..rr.r ttes.Atrutwltm rea w." N' I4w filt erra A &cb mh .W b ammwwd a the badon .W akwuom mid / b d1..aa bww a tb mppo M emdi6adoa b eb.la.Wm a bo.riaw aT. R bM dw dinWa deed ppwd ti da Bepas. Y M Flkrn k .INM befNw IAwdl. de., Y by .bb ltmN b plaod m da hen oW f tha ltd woad p, o. idd, b Pawl. Q memmWm dam dr the N iemsrd NNW n WW Of., A —ob. led k pLar nw &.d. kveq. C Tb mk .Ldl b p{ w. d m . eapwad ab -ptl. witY • adss 6-iat tp. rtl Ts sv. ribE A. del Fadadlb ®b tlrrtlN YS deb. unit. Tb.mhm bpkod moeb N.t tw erll d a•p .Lb ,ebb &. Pale d, b e.. b b de. w d Ilb .WL Cm,pY + mNrahedr PMo atbrieb m99% dab md+ a +i -1% d opwAm npdwaR IIY1, labb. edaiN babes nb•Emde A. B b .mNmrmd b b. he sfomw'. mAPwed. D. OWd a maceom A "b IdiPmd ad adW b .em des .pp. wrd dnwbW wih modBadw,. YeamY b a.al miaamdades W leoml npY40a O.a b mh Y ma. Oe ulsd woods bs..rd pMldw -A ao.T rove b Wl wwL Rt arty ft imp—,, wooden mboppb bids b— IY mI and by N.b. tb. mop m.be.d baslad ana drbm. eotioA b. fwe bslrliY. siW •Ace atrbh PaA, bAgA ,wbbrd. Idta WNmpeeefwtl. Tb Toad. m I• P d&. M Atl Toad. tAdod a 4. Ws OadA, mtIWT — b. d. Tb .. d t c (Ammlcrm d isa 1p wID. sww & en s6or * d. Ib mM B p1 k W b paro .-W b . . k. . bdmp d lam •prp• la H9 wrwid •p 6 "6^ lib m W A" " ds IhmrA .sN6Y dl b M p • ,Owaw &M w, Tl ..ndl r wawtis6tjaial lAW — w, lemYOWm dPBtan I a &W —1— m ASM peoffiatioe Gp1 "8rmdad R.o6r+ br b.. Nmi.. fUd, rpww Men* OdNy 8trawas', ayes dhaad o& rwY b oadmt docaatm F. Cwb d per cornuodrN (wbw pss•) .bk — im dw IbA$. d des Pilrma a® a Nw Farr d- d- ft hove• 1 da bn— .Irabn d b. f ( dbp Wei, sb s d *WW.,l hi ymwb —p.i h Mm p ayMi.. p eaw 5e' 4m. adfd dsy. bdN FBtunm .eNboeasrbdske O. BYb pBerw• m* a naive. drpsimiFWmbease sYiyddtb bi.6 ry md.d bedsbdpodrkewa&w.Tbbagwbkwddx V. 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Arend .nWS— n ab f. — of M A dWW v. i Tb ridb re cb.dww . smaoaq; :b mpief y aoem b .L— ,.p end. wren IOW i..b E load nod. TW .0 ekh bete dw. yo- by, eso.: gemaWew kd&W r e.ob sbmea.iri eealm d&e bBaHmf aria 1. FBtmm aewdm 2. Fotm+ vadma alt, mmkhAw. ahnm... 3. Ar FSrr med' n rerbag Y,weOray A. PWh. N6' MmAtlmdpew, mdampheemmlYmarmy 5. Bepham cfAadL d. Dil morsald. l eA. brY. avaNwium 7. iweowk opd.td d. m, tl(. epdaard. bk pae.psq D. Tb. bermbe and will" dw. d &*pii e# obbpbm b nYem re imsmW bdw 6,*, byr 9ppliradm 6 — d. 0 dv 0mren m peompdy -f ar BWPIW d mY dmmma b &a pWt(.), -rob aaAOmvd9 m W. P. tpm ddm ameeeedm W&- IW. Ysm wwri.anaa IYIA. c AYrmeAful 6 C E O g tM1E ul S/ B/ 07 ORA" BY A DeSIf.711D M ABADYOCZEK otea®er S. MMDERS SCALI o W NOW i O s L Z_ r Z 5 U Qua I WW LLJ a Lij Z W = N1 0 u x U x r >•• a' iewr••wiNYe m MnwA k• a nrrM Li r OTY t flit aYa. r Nv k L 1 — < ---J OIL A y ab0 X W r --- - - - - --- - - -- 7 k i -f k a 5' 1 i i a i N ii a > e r w• m r FlT ty.plap 1 rd JUN/ L OUrYJ' UO @„ r fa -H AC uITYPICALIILTOtRM FTIIIDETYALKCONRAT1. 3 D 3 x C 2 an ,• l+r 0 filrerra A oe dAcd,W Poe ".smm mil la p•• b ONLY by the Uppb.. P-h— h eapm. ble far IS * INN p, a om od wbwge clam sat ma Ti i Ixo a ar® mw %%a 4 pmjm We is b .abam. d and da( SAed (S Imdt of . mNr i6+ bq do FIbro . One SeS b ed®dwwdeaww mw t b ds• P W Pa•• md^ WaN and top phtY B. Aahvd bd wmw- ml2dedpha(.) andAwMklmmwe, o< y. mabollow A i.- SW FLIN -9 unit h b m oeWmnd by s >lagAN. d. m4oh pp— We-±eratd A.. .ww— peedod ofI Yam. The a. tofdd. -*. I. b b .dlaiwl.d - prise d.ab Fb.0 sit 8,msid a.ed boanee — ae ar. fmbls weam xN pm wyaa B. Arend .nWS— n ab f. — of M A dWW v. i Tb ridb re cb.dww .smaoaq; :b mpief y aoem b .L— ,.p end. wren IOW i..b E load nod. TW .0 ekh bete dw. yo- by, eso.: gemaWew kd&W r e.ob sbmea.iri eealm d&e bBaHmf aria 1. FBtmm aewdm 2. Fotm+ vadma alt, mmkhAw. ahnm... 3. Ar FSrr med' n rerbag Y,weOray A. PWh. N6' MmAtlmdpew, mdampheemmlYmarmy 5. Bepham cfAadL d. Dil morsald. l eA. brY. avaNwium 7. iweowk opd.td d. m, tl(. epdaard. bk pae.psq D. Tb. bermbe and will" dw. d &*pii e# obbpbm b nYem re imsmW bdw 6,*, byr 9ppliradm 6 — d. 0 dv 0mren m peompdy -f ar BWPIW d mY dmmma b &a pWt(.), -rob aaAOmvd9 m W. P. tpm ddm ameeeedm W&- IW. Ysm wwri.anaa IYIA. c AYrmeAful 6 C E O g tM1E ul S/ B/ 07 ORA" BY A DeSIf.711D M ABADYOCZEK otea®er S. MMDERS SCALI o W NOW i O s L Z_ r Z 5 U Qua I WW LLJ a Lij Z W = N1 0 u x U x r OTY t flit PPE X 2 3 4 91 a 5' 1 serer e . 9 ; a i r OTY t flit PPE 12 ..n• -r rd a r fa -H AC 1 1 A SIDE VIEW L r - -- - - - - -- I 1 16RR. C i TOP VIEW i I 1 i r Iu, i I L_. - ~ ALININUI .013p TYPICAL METER VAULT ILIZ FIX, V-7A Tau ON N Ir uMmµ 7u4• f THOROUGHLY COMPAC7[D MECHANICAL TAMPER ME HIND W APPROYFD NO, 66 SF01E 4 [ MBA REQUIRED M1Flf SKALL SOL P.n ARE UMSTAAE I. am curs N PAY® ARm SEWN DOOID VDOT moo -CF -MAY SHALL R BAL+VUID OWWA:.Y IRIH NO. SM STOE 2. FOR OLICRE NON PR THE MOTION OF THE =4C1 SHALL E SCRAPED AND COPAGIED, AND ALL STONES REMOVED OR A r OEDDW Or NO. 60 SIDE SHALL E PWADW 11NEE PAM O DDONISI D PPE IHA L E NOWT® ON A NSLMIO r BFDOD or N0. M SUM TYPICAL SEWER PIPE INSTALLATION IN TRENCH WS FIR3-3 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL N . INTUL MAa(RLL , C 03ODPD On ST" STAR[ SOIL ROCK ` SGIAPt THE NOTION OF THE TRE3KH REMOVE All STONES TO RNSLAa HE PIPE DOM'T REST W NZ M NC EN COMPACT THE SOL OR PROVIDE A 4' SEDONC Or f" STOLE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL MOM" WSTASLE SOIL WSOL STONE STYE 6 MOM" him: 1. NO ROCKS SHALL RE ALLOWED VATHIN 24' OF THE 'MATER LINES. 2ND ROCKS LARGER THAN 6' N ANY DMENSO4 SHALL BE ALLOMED ABOVE IFE IWTIAL SACIOTLL. 1THE INITIAL BAMU SHALL E PLACED AND COMPACTED N r LIFTS A, NO ORDAWC OR FROZEN MATERIAL OR OEM$ SHALL BE ALLOWD IN THE TWWCK S BELL HOLES SHALL BE OUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS Mc. N- mn oa+ j iaa 1- ri a Nr,REP . wA a ,: taL1MA>m A.HWT 03A10 tlQS L a1YTa.w lb 1LHTt. w Euo Ai IRV RIO[ s OORNEL L N S lol M YAN A M THE M,.R.ITF iw RUa[ f061iY101 Re MaWIMR t lE M! MlK s nID.D wf WpR Pe NwIC M Htp RN AN ALLpO w S,f PI4 J. M Lf•ssA rW 1+ 1AllAA K ]sotlAar WTI VIA. An AAFr AY pwALT17 .a. 0v •Lwt.w. Y lAa•.W hv L w• aAAA. AY 1.alx• • A•11 ti FI.YY wA W 1pwa,. A1x73 M ^aal .b. TYPICAL FIRE HYDRANT ASSEMBLY DETAL RiA wix.• W-1) SERflt SERNCE LATERAL COINECRON NO : 1. VE6][ A 3[I SEA NA( pOC Ny ATIODt CONNWDII SO AAL MAINKLE N -' S D F PM BF N A VI I I A 6 7. 1 - 41 NIP NTE jn.¢ NA. TON OF T THE A6: COYEST PIPE CWN1. D 1 YlRR """, ""c" OOSTPIa 1 NLL E I. PRI µ AS 1M16E 6'/ fFXIIR'. a fR 6VDE FOR SENIOR E11110E COWWA01 SHALL IRE 3R D/r tAL acRw IATNRALN aHMU HHAYE A HAY. AA, r NOW PAWTIR OF & ALL SEMER lAt]MIS SHALL NAVE A MINIMUM cA01 OF 3 FEET. SALT 1RFA7E0 FUSSED GROUND 2x4 SHER PLUG DD OF MAIN UPC f" mCTION SOMCE LATERAL SEE PLAN e TYPICAL SEWER SERVICE LATERAL CONNECTION N.I.F. FIG, S-2 TD-6 wax. ELT.,. DsreL. EEmTa wRLemane nA omn°' e. Rw.. s RNN HT,uIAa TYPICAL SERVICE LATERAL INSTALLATION NTS MG. W-6 70-8 FOR ALL BENDS ANON HIDDH 11ER3 SECTION 1 -1 SECTION 2 -2 PPE i$ OciIC[ I OF IIFID O.EFOROHq lAa. 0419. WY+_ii73E:E. ND wFIOf cLM. Im lrrlMry ems L M i M T 1 1 A SIDE VIEW L r - -- - - - - -- I 1 16RR. C i TOP VIEW i I 1 i r Iu, i I L_. - ~ ALININUI .013p TYPICAL METER VAULT ILIZ FIX, V-7A Tau ON N Ir uMmµ 7u4• f THOROUGHLY COMPAC7[D MECHANICAL TAMPER ME HIND W APPROYFD NO, 66 SF01E 4 [MBA REQUIRED M1Flf SKALLSOL P.n ARE UMSTAAE I. am curs N PAY® ARm SEWN DOOID VDOT moo -CF -MAY SHALL R BAL+VUID OWWA:.Y IRIH NO. SM STOE 2. FOR OLICRE NON PR THE MOTION OF THE =4C1 SHALL E SCRAPED AND COPAGIED, AND ALL STONES REMOVED OR A r OEDDW Or NO. 60 SIDE SHALL E PWADW 11NEE PAM O DDONISI D PPE IHA L E NOWT® ON A NSLMIO r BFDOD or N0. M SUM TYPICAL SEWER PIPE INSTALLATION IN TRENCH WS FIR3-3 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL N . INTUL MAa(RLL , C 03ODPD On ST" STAR[ SOIL ROCK ` SGIAPt THE NOTION OF THE TRE3KH REMOVE All STONES TO RNSLAa HE PIPE DOM'T REST W NZ M NC EN COMPACT THE SOL OR PROVIDE A 4' SEDONC Or f" STOLE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL MOM" WSTASLE SOIL WSOL STONE STYE 6 MOM" him: 1. NO ROCKS SHALL RE ALLOWED VATHIN 24' OF THE 'MATER LINES. 2ND ROCKS LARGER THAN 6' N ANY DMENSO4 SHALL BE ALLOMED ABOVE IFE IWTIAL SACIOTLL. 1THE INITIAL BAMU SHALL E PLACED AND COMPACTED N r LIFTS A, NO ORDAWC OR FROZEN MATERIAL OR OEM$ SHALL BE ALLOWD IN THE TWWCK S BELL HOLES SHALL BE OUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS Mc. N- mn oa+ jiaa 1- ri a Nr,REP .wA a ,: taL1MA>m A.HWT 03A10 tlQS L a1YTa.w lb 1LHTt. w Euo Ai IRV RIO[ s OORNEL L N S lol M YAN A M THE M,.R.ITF iw RUa[ f061iY101 Re MaWIMR t lE M! MlK s nID.D wf WpR Pe NwIC M Htp RN AN ALLpO w S,f PI4 J. M Lf•ssA rW 1+ 1AllAA K ]sotlAar WTI VIA. An AAFr AY pwALT17 .a. 0v •Lwt.w. Y lAa•.W hv L w• aAAA. AY 1.alx• • A•11 ti FI.YY wA W 1pwa,. A1x73 M ^aal .b. TYPICAL FIRE HYDRANT ASSEMBLY DETAL RiA wix.• W-1) SERflt SERNCE LATERAL COINECRON NO : 1. VE6][ A 3[I SEA NA( pOC Ny ATIODt CONNWDII SO AALMAINKLE N -' S D F PM BF N A VI I I A 6 7. 1 - 41 NIP NTE jn.¢ NA. TON OF T THE A6: COYEST PIPE CWN1. D 1 YlRR """, ""c" OOSTPIa 1 NLL E I. PRI µ AS 1M16E 6'/ fFXIIR'. a fR 6VDE FOR SENIOR E11110E COWWA01 SHALL IRE 3R D/r tAL acRw IATNRALN aHMU HHAYE A HAY. AA, r NOW PAWTIR OF & ALL SEMER lAt]MIS SHALL NAVE A MINIMUM cA01 OF 3 FEET. SALT 1RFA7E0 FUSSED GROUND 2x4 SHER PLUG DD OF MAIN UPC f" mCTION SOMCE LATERAL SEE PLAN e TYPICAL SEWER SERVICE LATERAL CONNECTION N.I.F. FIG, S-2 TD-6 wax. ELT.,. DsreL. EEmTa wRLemane nA omn°' e. Rw.. s RNN HT,uIAa TYPICAL SERVICE LATERAL INSTALLATION NTS MG. W-6 70-8 FOR ALL BENDS ANON HIDDH 11ER3 SECTION 1 -1 SECTION 2 -2 PPE i$ OciIC[ IOF IIFID O.EFOROHq lAa. 0419. 1Q ND wFIOf cLM. 6DA L M i L M T a Try 111 /. 1 - 0 W O 1.N SAO 2.30 11o,100 7Y 230 a16 M aN aL am 146 r u 321/[ L.. VIEW LM iM Ln IAR am 113 iM SA1 2.N O32 H T/.1. N LM 2.N 113 M a0 3A2 a. 2 w 1S ! I Ti Tn IM LO 2A 6LIW aaIO aM 5. 67 n3f 11 1/ 1 1.03 232 2A.0.16 1, THRUST SLOGS ARE AM. 10 . xD[ 1M1 IRE PPMM[ : OIANR OSECTTON OINIOCS S2L OIAD DRS AND AI _MOM LOT 37003700 PILL Ca1C1EIL F NO CONOETE SHALL E POURED ON ANY PMT IR AE JOFHT THE caLLLNHG DOPED SHALL E YESOO om 19 TNT M INE IIPI A SSE OF All PUmm SOLI . CONCRETE THRUST BLOCKS y TC LS T. Y6N i r low" r1 r rrr r MINI- 11 IY I 00-P, IN NNI 9. 06 Pa 6 14 (RTt Hwo r .H. P.. w.16r. RIO d , s a. ANM•aR.4 He w 3.HSI.Y AnEn1b Jj .1 II. II VI • a TYPICAL THRUST BLOCK IN FILL AREA NA PR w F.( Ai aF1 1 1 T I lRIIS ` T. PRO"K A r TACK S M[l MED IMNEATN THE m 1NA. 7. , L NMWW HALL 1W ,KN,,, FOR PRECAST M PNw-w -PLACE VYITi SHALT IE .'. 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PEDEN" EM SHILL MY E LEIDAn' s wrm M RIS v VNT, wA - 1 VATER LOCATION SEVEAE b E OHER UTL3THE3 NNiK. 31ECTROC 113,10140E. CALL m LA3DIDO mmus v%%x OR 3E" O - - -m - VASER 6 SEVER 36' Room SEE MET 3 FARM7MPH N 3DMMTOI IF VA7[ R I Eva LINM ufRAE1 Comm A VATER at SEVER EASEMENT mu ME AT 66' TD THE MOrt OF VAT. UTIUTY LOCATIONS & EASEMENT WIDTHS n Ve TLV= IS o M z A fi7 6 Zy 2 s g w g C i 4+ m a O s E] DATE U) W07 DPAIVNN 1. NEWSONE DESIGNED BY $ AL GEORGE CHECKED BY S. SAUNDERS NONE 8 oZ o o °zLUZ z s W D O Pr a- Q c W w J aG<< Z t7j =i N = O'" a 3 h: B' v' E . 3mra S 23491 SHEET NO. to 4 *LTA 0, 4 J. If ' • • a O ff* IS O 1 • I ••• -• v 9 I. k a No 1x632 A -JJ l Q1 I I a• ' p TONAL I OL9 0L9 ` 3 STR 217 i I i •4••` I -- - - `- I __ „I 0. 01 AC 3 ^ ', o s C =0. 78 ' `` I` •••''- a Tc = 5 min. RD TO X215 aRT. 751 -BROWNtVILLE RO D I/s w - _ - Sa8 57 ' § "E 220. 1 _ 30' PRES RIPIIVE s" w C = =0° 90- RIGHT 0 WAY S - o Q Of . i @ 6 i "' Barker c - W gy I ° d Z € sign - v > _ 0 +60 - M x ^ I J e ec - - -- - -- - -- -- - - - - -- -STR- 2, 15 - -- 1 0 ors- - 1s S \ °e € +G gd< _ _ ' seo STR 2050. 12 AC I - - - - - - - _ _ STR 213 -- s8506 1 - - - .03 AC o , r 1 0. 12 -- i - - - -- - -- - - - - - -- - - - - - - nsitC - - - - - -- +- r -C = -O, 85- - - \a \a `u C = 0. 40 > 18 AC - 1 - --- - -- Tc 5min. t % .= C .76 ' RD TO2 Tc = 5 in, _ p =yR t7 CD I 1 - I //-, 1 . 14 \ rA 518107 yt ra ; 3 I = I s76 min. 1 0. 06 AC i , 1 i "RD TO 2 - \ DM"sr C = 0. 90 i i i 0- 08"AC _ - - - - \ \ ,, rWSO s i-- - - = -5 min. - i 1 I 1 =0. 90 / , -' 61 I -* - -- - - - -- - 1 1, - .`\ ' .,'y. • AG'E'ORW d 1 Tc- m - .. gon1IRDTO115i RD TO171 - - ' 1 --- - - - - -- . - m M C . ` I i o. 03 AC 1 1 1 D TO 103 - - - -yy \';^ S. SAUNOtS 6) v rn 1 j }, o l i C = 0. 90 e, IRD TO 20 1 5 0 D. 06 AC i o 1 s - 1 ,; ` TR \ • N e w Q. 06 AC 1e01Tc = a 1. C = 0. 90 ' i i 8 i C = U. 1 0.02 AC r 6" . • r.zer 1. Tc =5min. 1 1 1 • = IC =0. 90 1 ` c 1 • a 1 w Gl 1 - 1 i Gx' 68 • 6 0 1 ° / ® - T 5 min. I Tc = 5 mini I I Tc I f • o. r ° I a U. SG.S ATUM) RIGHT ,W o ` 1 AC 1 1 I r J STR 105 j 6a TT 80LT FIRE HYDRANT z \ o C = SAC 1 0. J T OF C TE %e RTE 2 - 1 ' / - f - 1 f ( o RTH F CENTERLINE RTE. I // - FR u. s. G. s. a 0345 , - _ __ -- ,s -- Tc = 5 min. ; T = m I ° 0 -- - / / / / g . Si ui I _ , C7 C W7 , Bole - 672 contr - - f r 5 l Tc q A- r P DITCH "'B os r r° r 72 I 2 AC w z w: ° sfowoF -, U oC 12" W £XlSDNC PRIVA IE f - :. .. :r . 587 0 l l D. SD i O Q o AN/ TARY FORCE1 JC. TOP = 667 -- I: "- - ': 30, I _ i W MA 12 N. 1 2+ - / 67q OIiCH 1 .. - min. Q 0 o S 12" W - . 2 Wl .. N , ' J . 5 0 StGr, Eri = x Z / a6. aa /J 0, 1- 1 7S o B i 0 L zm _- L J a _ / " A PR X L rail N -- 6 0 BHP a U Q Tc = 5 min F 7 12" w 1. w - I \ Q r 2 STR1 - _ - -- -- 2 " W. - Ur v w 0. 0 ' ssRT. 250 - ROCKFISH GAP W TURNPIKE G N s TR 107 f ° O Fs VARIABLE WIDTH RIGHT OF WAY `` Ul Tc = 5 min. - 0. 01 AC a N = o ce 'aCL T c = 5 min. - --- _--- ---- -- __ - - _ O 3 S € endwall / f I / 9 1 k PANIC SCALE - a. W FEET) t kWr•206 23491 I / _SIEEf NO. 11 STORM SEWER PROFILES a s In F 6 670 O d E= 67 f w ~ Si CONNECT INTO S 67] EXISTING 151N. a CO G 36 RCP PIPE U V ) ya LLI STR. 404 15 uj 12.30 LF. r o 2. 44% 6 0 75in -RCP 402 15' PIPE WITH 5.73 LF.PLATE. MAKING 611%VEFFECTIVESIZE 151n.6' (SEE SHEET 15tn. RCP 43. 77 L 15)- DATUM ELSV 85Q 00 i MSG% 10 +00 STR401 - EX. PIPE O W N x 0 m W a y A y Y J N C 12 Y 1 Do m _ N M II 0 a 10 +00 11 +00 STR113 - RAIN TANK LEGEND PROPOSED CA GRADE EXISTING CIL GRADE PROPOSED FILL VERTICAL GRAPHIC SCALE IN FEET ) 1 hwh - 5 fL HORIZONTAL GRAPHIC SCALE am IN F66T ) I '-h . 50 n NOTES 1) 3. 0 MINIMUM COVER FOR ALL UTILITIES AND STORM PIPES. 2) ALL FILL TO BE AT 95% COMPACTION. 11 +D0 12 +00 13+00 14 +00 SANITARY SEWER PROFILES NNm nm mm N g> MN F2 mm y o + + atc mm Wm N g> um 0. i7G L.F. DX R 35 560 DATUM UWV W00 DATUM EL 580. 00 0 ogN NNE Ym Op nmm Ht mZZ8n zzz W 15+ 00 V I 0 U m U N `U m 1 in U V NfY MmcG 11 Oyy 10+ 00 CO5 - CO2 DATUM Ell 11 +00 10 +00 THE SEGMENT OF THE PROPOSED LATERAL THAT CONNECTS TO THE EXISTING GRINDER PUMP STATION SHALL BE FIELD LOCATED TO ENSURE THAT THE PROPOSED LATERAL ENTERS THE EXISTING GRINDER PUMP STATION AT THE SAME LOCATION AS THE EYJST1NG LATERAL NO DEPTH O d E= 67 f w ~ Si I S67] o a CO G 36 6' G. V. U V ) ya LLI 15 uj r o 5\ p -6i6' TEES E6G STR. 112 N = O 1 NOrC: TAP TO 7. 45 LF. BE )8' FROM V 2.68X PIPS JOINT STR. 102 DATUV ELBV 15tn. RCP 43. 77 L 6. 11 LF- MSG% 1. 64% q STRA10 151n• R 1510- RCP o m 10,43 0 l j 660.518. 104 75in. RCPR S 106 19.25 LF. 10+ 00 j ` r 34. 0 13.LF.0. 52% 0% D. 0.4%151n. RCP DAZ EL&'V 151n RCP B6Q 00 I I C041- E 10 +00 11 +00 STR113 - RAIN TANK LEGEND PROPOSED CA GRADE EXISTING CIL GRADE PROPOSED FILL VERTICAL GRAPHIC SCALE IN FEET ) 1 hwh - 5 fL HORIZONTAL GRAPHIC SCALE am IN F66T ) I '-h . 50 n NOTES 1) 3. 0 MINIMUM COVER FOR ALL UTILITIES AND STORM PIPES. 2) ALL FILL TO BE AT 95% COMPACTION. 11 +D0 12 +00 13+00 14 +00 SANITARY SEWER PROFILES NN m nm mm N g> MN F2 mm y o + +atc mm Wm N g> um 0. i7G L.F. DX R 35 560 DATUM UWV W00 DATUM EL 580. 00 0 ogN NNE Ym Op nmm Ht mZZ8n zzz W 15+ 00 V I 0 U m U N `U m 1 in U V NfY MmcG 11 Oyy 10+ 00 CO5 - CO2 DATUM Ell 11 +00 10 +00 THE SEGMENT OF THE PROPOSED LATERAL THAT CONNECTS TO THE EXISTING GRINDER PUMP STATION SHALL BE FIELD LOCATED TO ENSURE THAT THE PROPOSED LATERAL ENTERS THE EXISTING GRINDER PUMP STATION AT THE SAME LOCATION AS THE EYJST1NG LATERAL NO DEPTH O d E= I f w ~ Si I W J T o a CO G E 6' G. V. U V ) ya LLI F. H. ASSEMBLY uj r o 5\ p -6i6' TEES 1. 51 TAP µ17H CORPOR N = O F = 1 NOrC: TAP TO u 3 In BE )8' FROM V PIPS JOINT 10 +00 WATERLINE J a 4 _mN In NO1 . 1 hmm nm g»m NfnFZ2 N o m 0 0o 68C m J O I Na OR r6 y w re I wme J uti w m o g;> 4 r NN O M ON J N m N^ O hf' m gF 5E I p N mml OI N ro I OB NO.o23491 12 J a 4 _mN In NO1 . 1 hmm nm g» m NfnFZ2 N o m 0 0o 68C m J O I Na OR r6 y w re I wme J uti w m o g;> 4 r NN O M ON J N m N^ O hf' m I p N mml OI N ro I n rm m o > m wa_ II l jj ` r 34. 0 It5 1' 113 1 1R 0. 0 0% D. 610- R R 35 6in. DD. I. P. 6 j I I I C041- E EX. H H m NN OO OO pi O O OO YY' i S 214 I 3.0' R. 21 12B- 0. 151n. I LF. R RCP 713.85 LF. O'S0X j 1510. RCP I STR. 210 L108.66 O. SOX 15h STR. 208 81, 0 206 _ LF, -- RC+00X RCP I 0. 98X tin.RCA 75in.JRCP j STR2 7 STRZ03 I m n m ci h O N NOESNN m o > m wa_ II l jj ` r 34. 0 It5 1' 113 1 1R 0. 00% D. 610- R R 35 6in. DD. I. P. 6 j II I C041- EEX. H H m NN OO OO pi O O OO YY' i O J W H O j 1 O U Q> N m 8 T ON1L m Z EE N S 9 j o o "„ a OUTLET PROTECTION - eVDOTCLASS1EC -3 g ,°., C Z TYPE B RIPRAP W/ c ~ l a GEOTEXTILE FABRIC UNDERLAYLIENT S: aM- 3.75'. W 3. 75, L +6. 0'. D -1.5' 5 15. U. F. 49 w DATUM lPl6V a 15 z860.00 C e o o 10+ 00 DA's STR303 - STR301 H 518107 DwtrmBr 4 KOTARSK7 DESIGNED SY S C KOTARSKI 6" O1EOt® BY S. s4uNDeLS SCALE H:1' -50' - V: 3'- S c x 76c S_ o Ws o WATERLINE PROFILE - W Z 5 0 a W a ° m R7EST PIT FOR WA R UN£ V ^° 670 6" CLASS 52 D. I. P. 90' 7IE INTO EX. W/ L WTH 12' X6' TS& V 1 DATUM ELGV 655. 00 10+00 STR205 - RAIN TANK 10+ 00 STR115 - OUT WATERLINE PROFILE - W Z 5 0 a W a ° m R7EST PIT FOR WA R UN£ V ^° 670 6" CLASS 52 D. I. P. 90' 7IE INTO EX. W/ L WTH 12' X6' TS& V 1 DATUM ELGV 655. 00 10+00 STR205 - RAIN TANK10+ 00 STR115 - OUT op DITCH 3 DITCH I PROFILE DITCH 2 PROFILE PROFILE AND CROSS SECTIONS t 71610- 7 7 mv.,60 Z..8' WDE W7EAESH PROFILES SCALE 680 STA- 1 EENO c EC- 2) CHANNEL I Pit vo UN /NC M0 f( X0O TO END 0 H: I"= ' 50 7:M0* 1 670 V: 1"= 5' 3- 10 VERTICAL IN670GRAPHICSCALE E70 E u WE X7E Al S - Jcj 660 ST vi FROM ST). 10+ 00 TO END HORIZONTAL GRAPHIC SCALE D1 I 560 DI 3 lDITCH IN FTET I —h - 50 M DATUM ATZV DAyvjir Jy" A60. 00 865. 00 DATUM MXV Lu6= 00 sI 0 10+ 00 11+ 00 12+ 00 10+00 11+ 00 12+ 00 DAU 518107690y1 68C DITCH 1 i C. WrAFW ml. C KOTARSla68080CROSSSECTIONS LEGEND PROPOSED CA GRADE 6SO 680 CHECKEP M EGSTMG CIL GRADE S. S4UNDERS i 670 670 WAS lYOIID 670 670 670 E70 DITCH 2 I CROSS SECTIONS 670 a. 66G 660 S. Ro W ANE Eat Lu Z O 10+ 00 10+00 m ^ 104-00 10+ 00 10+00 10+ 00 wo Z > W n STA. 10+ 00 STA. 10+ 50 1G+ 00 STA. 10+ 00 ST 1100STA. 10+ A. +50 U, z STA. 10+ 00 STA. 10+ 50 6' WIDE JUTE MESH 6130 680 680 so 680 680 EC- 2) CHANNEL LINING Lu U) ui W U) 670 M PX f-U) 0 CROSS SECTIONS SCALE u H: 1"= 20' 670 if SWALEIN REAR YARD 670 c-,z w N670V: 1 = 5 VARIABLE WIDTHS 0 VERTICAL DITCH 1 STA. 10+00 — END I M: GRAPHIC SCALE DITCH 2 STA. 10+00 — END O u o DITCH 3 STA. 10+00 — END II DITCH 4 STA. 10+20 —END IN FE"T I inch 5 660 660 E 660 660 HORIZONTAL GRAPHIC SCALE 1.VAIM m IN Fm) I inch . 20 tL 10+ 00 10+ 00 10+ 00 23491 10+ 00 1P+ 00Do STA. 11 +50 STA. 12+00 STA. 12+ 50 SHwr W. STA. 11 +00 STA. 11 +50 STA. 12 +00 13 1 DITCH 4 PROFILE 0 0 0 1° tO OUTLET PROTECTION VOOT CLASS 1 EC -3 68C 67( DAnw mw ma oo e Z GEO LE FABRI W UNDEF LAYMENT Lu 0 F- W-3.5, Wr9.25 z , Lu e W z u z ti z I rv- Lu W W 20. 00 L. F. q I n 3. 5ok V I 15- (AMP v W u Z ui N == EC -2) CHA NEL O 3 LINING V V I STA.10 +20 i TO END D CH 4 m No. m m 10 +00 11 +D0 12 +00 5 0 am STA. 11 +00 PIA STA + 10+50 PW ELEV + 672. 00 PROFILES SCALE H: 1"= 50' V: 1 " =5' VERTICAL GRAPHIC SCALE I mob - S 1, HORIZONTAL GRAPHIC SCALE mm Fur) 1 cb - 60 fL DITCH 4 CROSS SECTIONS AD. -1. 00 K : 10. 02 10. 00' VC LOW POINT ELEV - 669.79 LOW POINT STA = 10+05.46 PH STA 10+ 07.46 PM ELEV a 669.71 A. D. 7.69 K 1.30 10. 00' VC DAMM J7XV 655. C 10 +00 ROUTE 250 ENTRANCE CROSS SECTIONS SCALE H: 1 " =20' V: I " =5' VERTICAL GRAPHIC SCALE xa IN PEEP ) I —h - 5 tL HORIZONTAL GRAPHIC SCALE IN FEET ) 1 I—b - 20 It LEGEND PROPOSED UL GARDE E% ISTING CIL GRADE PN STA 10+00 PM ELEV 680. 14 A. G. -6. 47 K 1. 83 TOAD' VC TIE INTO EM PAVEMENTI, 680 DAnW A7XV 8M.. 00 10 +00 ROUTE 751 ENTRANCE c 1RpJl I 2 3AMM L SAUMM m > 11c No. 014532 3 Ra L C a r 30ui a c 8 5 O a E n o M o ! C o MTE y 5/8/07 om" m G KOTARSKI DESIGi1® BT C. KOTARSIO CH 5. SAUNOfRS SCILLE 0 H, AS NOTE! V: I 1 3A 1 5 STA. 11 +50 STA. 12 +00 STA. 10 +50 3 W t Lu0F-Wm z ,Lu e W z u z ti z Lu W W z $ m I n E V I v W uZui N == O 3 V V T ; x No. 234913 I 1 3A 1 5 STA. 11 +50 STA. 12 +00 STA. 10 +50 N mtm omaeaaam mmom, © ear mmmmm ®m ommm, m oaaaaeea o mmt m oaaeaaaa oo am, Table 11: Outlet P.. on pea' n Table ref. Va. EID810rt and Sedinlert Conhoi Hard 3. 18 OUTLET PROTECTION DESIGNDESIGN OudY ' ttp0n assumed to be on level e s c S' o 9e. J01 115 210 (I'm .N 19 270 OTl 39 8.0 Ow 1 6.J Tt04 B Rtp m aCCOrdlriCa tat0l FD4 pW At 0-1.1 Bc iSCWCLMwI 115 200 0.+7. 4.7 290 065 31 e0 °re 1 EI.3 Typ+ 9 Rip Rap M aOCOtd9,ttt ttidl lil4 t'lyl 1 1.1 • 1.6 iS NTOUaY Fp 1>3 410 N", 11.0 0.9 0.S 120 5.0 °n+J Owc I QY Np Wp 11, Rap +n actOtdence wM HDA d.w 9 1.04.22 18'RCFOWYfM 13 090 B9 1.1 01 103 0A 3O++ IOY R9 we Rapb ecc« dsce whh lil4 plat ?Z -204 Tyrol 29. 1. 5 Type I IS_ Table 12: Wabr Out C arce table DESIGNED WATER QUALITY COMPLIANCE C KOTARSKI kDpwJDus lm 1.98 ( ioJd be rouyYy eQUW M IfmRs d 6MUhnce) lwl append 1.6 Md n 97% (skaed W80% «Mtiv) T, fioElr t.0 ( 1 . 0, «D.B b ellw M the deelOPEneDI ataw rilws ax cow Is Olelter 01sn 20%) NA y 4 : E g Earn„ um lei ' 0.30 0485 61% Fllptl e5x apatiw. area bar a dewewrMd b 65:geated goM,+.,,aa ee . m911De+ Zox 1,1 u most 011en NOT U» eribra ADwdY, bW the potion d 0w property w9t9n ft auDjsU 8184 «the dtine8s atw b tlY teriAy Ass TsDle 13 Table 14: De0ar19on Co fence table DETENTION COMPLIANCE vat (tow) 1. B9 ( reply bbidriwe+ a) yr dYlYrd (ears 1. C7 wrwnE nplre atx (YbutlaOSSVVnea% W120tE) W6lttsd Mat Rrmeaet.tum .104 994 7.e5 19+ aY,ebd+b.w wYd.r,.+r. TH Op Table 9. Ditch Design Table 0 p p _ DITCH DESIGN o ff ° 9UFUM a :uulmW IS > na 0.06 /0l VDOT EC-2 taflete V' N,.Lc ft 014532 0' 0 -05 f tlPnv n - O.OS br b eeml N<24e «EC T Ar V4 lAlg9opCDitchEOltphIZ1 b4ip 99 ' ORAL a 15L c s it S_ 6 g F S OI 00 m 0 ®mom m A o o Pp i dB P O s m m, u mmo m. mmo mm m m pint ~z C om mmm immmmm oo mtm o W tO.ODb 11•N 252 050 1160 t190 i]AO 316 132 a11 AM 2.0 20 20 0.020D H'i2 0.050 22l DAN tt•3Bb X15 am 030 0.'AO S. 517 f181 0.1e om mtm mm 4Y OA30 0.Za 20 20 20 M- HR I am I 13B I an c F CYJ+2 O WO - •- 10410.000v0 0.09 1 0.40 OW41 0.024 1 5.00 1 5.17 1 691 1 0.17 0.19 20 20 20 0.0010 1342 I 0.090 1 1.1+ 1 0.00 1 y Om C 7 mOm Ok%3 m10.00b11•W 0.e6 060 0325 0.12 +1.00 +.00 b,u 1.30 1.T/ 7A 30 00 0.0900 Ei'.2 04090 2]e - t m00 0- 7 u L Y t1NBbvtl 019 0.50 0-090 0.^041 s.00 5.1] &. 041 O.v 34 10 040 040teU 6:2 O05o t.v d> Zuxt LN aT1 ZO NED DfE mOm m w 10Ab11N0 1.03 035 0.5995 V5 17 329 4.52 1.95 299 3A 10 0.0 QOOB6 H.2 Q050 1.300 Q51 o ® mt mmE 7m m mOm mom 14r +1MO bans 03 5S5 05995 0.5985 17 319 432 1.95 259 3D 30 00 0.017 2 0.050 23]0 ILM 3 N 3 D o m N e3g°w zzO Q 2 O 3 o Y r W C O E O 7 S 0 DATEY gFA518107 pRAVn, eT C KOTARW r sm S. SAWDERS SCA l s s o F o ° 4 sum Em f Z s 5 9 ce U o_ a a W m O f a W n a` v I -a Z LU o U3f of tf 03 S '2349391 a's E1 ao. 1 4 i Nmtm omaeaaam mmom, © ear mmmmm ®m ommm, m oaaaaeea o mmt m oaaeaaaa oo am, Table 11: Outlet P.. on pea' n Table ref. Va. EID810rt and Sedinlert Conhoi Hard 3. 18 OUTLET PROTECTION DESIGNDESIGN OudY ' ttp0n assumed to be on level e s c S' o 9e. J01 115 210 (I'm .N 19 270 OTl 39 8.0 Ow 1 6.J Tt04 B Rtp m aCCOrdlriCa tat0l FD4 pW At 0-1.1 Bc iSCWCLMwI 115 200 0.+7. 4.7 290 065 31 e0 °re 1 EI.3 Typ+ 9 Rip Rap M aOCOtd9,ttt ttidl lil4 t'lyl 1 1.1 • 1.6 iS NTOUaY Fp 1>3 410 N", 11.0 0.9 0.S 120 5.0 °n+J Owc I QY Np Wp 11, Rap +n actOtdence wM HDA d.w 9 1.04.22 18'RCFOWYfM 13 090 B9 1.1 01 103 0A 3O++ IOY R9 we Rapb ecc« dsce whh lil4 plat ?Z -204 Tyrol 29. 1. 5 Type I IS_ Table 12: Wabr Out C arce table DESIGNED WATER QUALITY COMPLIANCE C KOTARSKI kDpwJDus lm 1.98 (ioJd be rouyYy eQUW M IfmRs d 6MUhnce) lwl append 1.6 Md n 97% (skaed W80% «Mtiv) T, fioElr t.0 (1 . 0, «D.B b ellw M the deelOPEneDI ataw rilws ax cow Is Olelter 01sn 20%) NA y 4 : E g Earn„ um lei ' 0.30 0485 61% Fllptl e5x apatiw. area bar a dewewrMd b 65:geated goM,+.,,aa ee . m911De+ Zox 1,1 u most 011en NOT U» eribra ADwdY, bW the potion d 0w property w9t9n ft auDjsU 8184 «the dtine8s atw b tlY teriAy Ass TsDle 13 Table 14: De0ar19on Co fence table DETENTION COMPLIANCE vat (tow) 1. B9 (reply bbidriwe+ a) yr dYlYrd (ears 1. C7 wrwnE nplre atx (YbutlaOSSVVnea% W120tE) W6lttsd Mat Rrmeaet.tum .104 994 7.e5 19+ aY,ebd+b.w wYd.r,.+r. 00 m 0 ®mom m 0mm ommm ss m m, u mmo m. mmo mm m m moo msSa o om mmm immmmm o o mtm oom mmmmmfom mtm mm O Om C 7 mOm t m00 0- DfE mOm m o ® mt mmE 7m m m, o m mom ommmo m o D o m N Nmtm omaeaaam mmom, © ear mmmmm ®m ommm, m oaaaaeea o mmt m oaaeaaaa oo am, Table 11: Outlet P.. on pea' n Table ref. Va. EID810rt and Sedinlert Conhoi Hard 3. 18 OUTLET PROTECTION DESIGNDESIGN OudY ' ttp0n assumed to be on level e s c S' o 9e. J01 115 210 (I'm .N 19 270 OTl 39 8.0 Ow 1 6.J Tt04 B Rtp m aCCOrdlriCa tat0l FD4 pW At 0-1.1 Bc iSCWCLMwI 115 200 0.+7. 4.7 290 065 31 e0 °re 1 EI.3 Typ+ 9 Rip Rap M aOCOtd9,ttt ttidl lil4 t'lyl 1 1.1 • 1.6 iS NTOUaY Fp 1>3 410 N", 11.0 0.9 0.S 120 5.0 °n+J Owc I QY Np Wp 11, Rap +n actOtdence wM HDA d.w 9 1.04.22 18'RCFOWYfM 13 090 B9 1.1 01 103 0A 3O++ IOY R9 we Rapb ecc« dsce whh lil4 plat ?Z -204 Tyrol 29. 1. 5 Type I IS_ Table 12: Wabr Out C arce table DESIGNED WATER QUALITY COMPLIANCE C KOTARSKI kDpwJDus lm 1.98 ( ioJd be rouyYy eQUW M IfmRs d 6MUhnce) lwl append 1.6 Md n 97% (skaed W80% «Mtiv) T, fioElr t.0 ( 1 . 0, «D.B b ellw M the deelOPEneDI ataw rilws ax cow Is Olelter 01sn 20%) NA y 4 : E g Earn„ um lei ' 0.30 0485 61% Fllptl e5x apatiw. area bar a dewewrMd b 65:geated goM,+.,,aa ee . m911De+ Zox 1,1 u most 011en NOT U» eribra ADwdY, bW the potion d 0w property w9t9n ft auDjsU 8184 «the dtine8s atw b tlY teriAy Ass TsDle 13 Table 14: De0ar19on Co fence table DETENTION COMPLIANCE vat (tow) 1. B9 ( reply bbidriwe+ a) yr dYlYrd (ears 1. C7 wrwnE nplre atx (YbutlaOSSVVnea% W120tE) W6lttsd Mat Rrmeaet.tum .104 994 7.e5 19+ aY,ebd+b.w wYd.r,.+r. 00 m0 ®mom m 0mm ommm s s m m, u mmo m. mmo mm m mmoo msSa oom mmm immmmm oo mtm oom mmmmmfom mtm mm o ®m omm m m, o mmom ommmo m o o m N Table 11: Outlet P.. on pea' n Table ref. Va. EID810rt and Sedinlert Conhoi Hard 3. 18 OUTLET PROTECTION DESIGNDESIGN OudY ' ttp0n assumed to be on level e s c S' o 9e. J01 115 210 (I'm .N 19 270 OTl 39 8.0 Ow 1 6.J Tt04 B Rtp m aCCOrdlriCa tat0l FD4 pW At 0-1.1 Bc iSCWCLMwI 115 200 0.+7. 4.7 290 065 31 e0 °re 1 EI.3 Typ+ 9 Rip Rap M aOCOtd9,ttt ttidl lil4 t'lyl 1 1.1 • 1.6 iS NTOUaY Fp 1>3 410 N", 11.0 0.9 0.S 120 5.0 °n+J Owc I QY Np Wp 11, Rap +n actOtdence wM HDA d.w 9 1.04.22 18'RCFOWYfM 13 090 B9 1.1 01 103 0A 3O++ IOY R9 we Rapb ecc« dsce whh lil4 plat ?Z -204 Tyrol 29. 1. 5 Type I IS_ Table 12: Wabr Out C arce table DESIGNED WATER QUALITY COMPLIANCE C KOTARSKI kDpwJDus lm 1.98 (ioJd be rouyYy eQUW M IfmRs d 6MUhnce) lwl append 1.6 Md n 97% (skaed W80% «Mtiv) T, fioElr t.0 (1 . 0, «D.B b ellw M the deelOPEneDI ataw rilws ax cow Is Olelter 01sn 20%) NA y 4 : E g Earn„ um lei ' 0.30 0485 61% Fllptl e5x apatiw. area bar a dewewrMd b 65:geated goM,+.,,aa ee . m911De+ Zox 1,1 u most 011en NOT U» eribra ADwdY, bW the potion d 0w property w9t9n ft auDjsU 8184 «the dtine8s atw b tlY teriAy Ass TsDle 13 Table 14: De0ar19on Co fence table DETENTION COMPLIANCE vat (tow) 1. B9 (reply bbidriwe+ a) yr dYlYrd (ears 1. C7 wrwnE nplre atx (YbutlaOSSVVnea% W120tE) W6lttsd Mat Rrmeaet.tum .104 994 7.e5 19+ aY,ebd+b.w wYd.r,.+r. Table 12: Wabr Out C arce table DESIGNED WATER QUALITY COMPLIANCE C KOTARSKI kDpwJDus lm 1.98 (ioJd be rouyYy eQUW M IfmRs d 6MUhnce) lwl append 1.6 Md n 97% (skaed W80% «Mtiv) T, fioElr t.0 (1 . 0, «D.B b ellw M the deelOPEneDI ataw rilws ax cow Is Olelter 01sn 20%) NA y 4 : E g Earn„ um lei ' 0.30 0485 61% Fllptl e5x apatiw. area bar a dewewrMd b 65:geated goM,+.,,aa ee . m911De+ Zox 1,1 u most 011en NOT U» eribra ADwdY, bW the potion d 0w property w9t9n ft auDjsU 8184 «the dtine8s atw b tlY teriAy Ass TsDle 13 Table 14: De0ar19on Co fence table DETENTION COMPLIANCE vat (tow) 1. B9 ( reply bbidriwe+ a) yr dYlYrd (ears 1. C7 wrwnE nplre atx (YbutlaOSSVVnea% W120tE) W6lttsd Mat Rrmeaet.tum .104 994 7.e5 19+ aY,ebd+b.w wYd.r,.+r. Table 14: De0ar19on Co fence table DETENTION COMPLIANCE vat (tow) 1. B9 (reply bbidriwe+ a) yr dYlYrd (ears 1. C7 wrwnE nplre atx (YbutlaOSSVVnea% W120tE) W6lttsd Mat Rrmeaet.tum .104 994 7.e5 19+ aY,ebd+b.w wYd.r,.+r. CKFAL COI1PACZED SOLID H2O RA7ED TO 95X MAD UO PROCTOR DEWTY, I rFR69RED GRADE 4' 7YP. I MAW71NAAPCEE I EQUAL) 1 8X -I200 (LW B' MW. PORT 7OU COMPACTED SGJD 1120 RATED LAD TO ASK M0D0`& D PROC70R DOOTY, /-FV49AED GRADE 8' A ..l 6v OVA PIF; I I (OR EQUAL) 1200 Hour leer xK rTr MhiT M -W 1FR -DWS N07M 1. NQO7 7O BE MANWAC71/ RED BY.' BEST MANAGEMENT PROOL/ C7S; 24C 53 MT. ARGUER RD. LIME. CT 08371 860) 4.74 -M77. (860) 434 -3195 FAX TOLL FREE (800) 504 -8006 DIP (888) 354 -7585 MEB 97E BnUrP. c<mOR 2 ALL HOODS -99iALL EQUAL BE EGU9PE GIW7NA T ACCESSPORT, T, AAM 474 QUViWG FLANGE AND AN AN7?-WWR -SPIRW PENT AS ORAWR. SFF CAVFKA/RA IICW OETAW) smucn a 6' DIA. HOLE CUT INTO PLATE COVERING 15' LOW FLOW OUTELT PIPE TiM PLATE DET NOT TO Sa4L.E 1 11RE B017CW A< liff HOCYJ 91ALL EXTEND DOIWWARD A DISTANCEEOUKTO1/ 2 7W OUTLET PIPE DIAMETER, 4. THE AN"- SFWCW VENT SHALL EXTEND ABOVE NOW BY WWWM ' N Or J' AND A MA)S" OF 24' ACCORDING 70 Smc7WE IRrTnv COM'7OMRA S THE SURFACE OF TW S777LC7M4f ANON TW HOOT 15 MOONEDSHALLBEFAWNSVOOTNANDRMEOFLOOSEMAIEWALe. W WOOD SHALL BE SEIXARFlr ATTACHED TD S7RUCTLRE WALL n • wmm WTH J/B' STAME35 STEEL BOLTS AND OX- RESISTANT G19CET m aAS9ARPLAWBYMANUFACTURER (SEE =AEU 77ON DE7A1L) A ysr y7. WSTALLA 77ON WSTW770MS SHALL BE F SHED WTN Rwcme MANUFACTURER 51,FFUM 04STALU77ON 10T. WSTALL1710N IOT SHALL WCEUOE _ A WSTALLA WS7ROC" CZ MoB. PIC ANTI -9p/Oy VfMT PIPE AND ADAPTER C O4- RESISTANT CRU9IED CELL FOAM GASKET WTH PSA Lsr BA GOMD 3 / 15 - ANNOHGR SHAMOS S. FS US Pt-t / 6128817 (gym HOOD SPECIFICA77ON FOR STRUCZURE 103 AND 203 NOT TO SCALE I IY T L3AN NEW DIVigaVS SNOW ARE NOMINAL REFER 70 MODIXE DATA NOTE: FOR RAINTANK INSTALLATION FOLLOW MANUFACTURER' S RAINTANK INSTALLATION FIELD GUIDE. UWULE DATA EOWETRY UW7H - 26.96 W. (W5 MM) WOTH 16.08 W. (40B MM) HVG17 _ BB50 8L (1740 MM) STORAOE VOLUME - 14.3 CF (486 L) MID INTERNAL VOLUME 95K MO SWFACE AREA 9OT LAD RAM234 PST. (MODULE GOY) H -2Q (W7H ACF OOVER SYSISM) I OIAL &5X REC POL YPRCPYLENE STR 403 RIM 667.32 BACKFILL COMPACTED INV. IN 660. 34 TO 95. 5 MODinED INV. OUT 660.24 PROCTOR DENSITY- 15' OUTLET E%. STR. RIM 659 INV. IN I r UTILITY \ MARKERS AT CORNERS TYP.) INV. IN 665.1 r WA OF IINITC B2T. SS t RAINTANK UNITS WRAPPED IN SI 601 GEOTE)( TILE (OR EQUAL) CIR 103 RIM 67226 INV. IN 665.30 INV. OUT 665. 20 STR 203 RIM 673.43 INV. IN 665. 63 INV. OUT 665.33 PIPE *SNOUT' TO COVER OUTLET PIPE. SEE DETAIL. THIS SHEET ILiN. 3' SUITABLE STRUCTURALWEIRPLATE (SEE 15' LOW FLOW OUTLET PIPE cACKFILL COMPACTED TO 95%DETAIL. THIS SHEET) INV. OUT 660.64 NGDIFIED PROCTOR DENSITY d MM 7VK_ 2E7_' F.'AMN SYSTE DETAb NOT TD SCALE ENO VIEW OF PLE/ FABkC ODWECRON. CUT AN 'X' W THE FARW SIGHRY LARGER THAN PME PULL 0C FABRIC AROUND TIE PWE TO CREATE 771E '8001' ANO THEN SECURE WIN A NOS' -DAMP X' CUT Jul THE FABR/C TD ALLOW WT ACE 4 SEC71ON A -A A NON- CORROSVE /OUSE CLAMP OR TAPE USED TO FASTEN LAVER TO PIPES TO PREVfiNT BAGffTU. FRLW EN7E1W(' S17RUC7URE A W —W — D- RAINTANKTU T) PIC•AL TANK INLET101 TLET DETAIL NOT TO SCALE 31YU9. L him 11I D< Iia 014sm z p u O Z Lym P11 J n Q z i`i e7. z SC Tj o3w2LL C 9a O Z V C 0 Q CL o O O ~0 C DATE y 5/8107 DBAY/NBY C KOTARSIO C KOTAR5IO oecT® m S. SAUNDERS srALE cg NA J W L Z t W 2 E 15 . o o cg J W L Z t W Lu U Z a" o W a aG ss I ZNz N=z0t; zoV a? EE y s o oe 1O. 23491 15 . o Te AND CN FOR A MIX ARFA M fy 1 5. Eff PFEDEYELCPIED To a 25. 51 min. CN a 649 POST MGM Tc a 500 m1n. OV a 92 POST OFF97E Tc a 2551 min. CN a 66 lyl........ta ..rare sN s•w a.ol 4ua.W ri1•.... CrlOSea•.. r I• lslYtu •lMVe1a« \W1Tlwal]aOlaRUfya..DP: was mazer war w.eur N.a..et ss.e mu.oste: Atu asei am.[LLv wee v syw as m m i ..a«0 , a• tD• ctD Cl¢s. Tawli Saw X U <.D>b Ia•t0•cf• Mw tawli a.r a« s.aab awwRr own Taws= tart aasseR r+ nmrs t•soo.- orreeasar ..ea.ol..t+iaear r :te- ae Ttmuer sirawrx wnr rar u.s.etrn Taw east R T[a 0v et •c-!c . f• a lf• a ] . n . u.ssoe a. n M R if• >R 10 11 1].laOD >.R eor a tr Da lb ].tax u.14e as.« lb 1. s u.afb la.it am, ratio ar.[ n.: M. rub swat uo.w.Dn.ow u,N w Taoh NOTE: FOR RAINTANK INSTALLATION FOLLOW MANUFACTURER' S RAINTANK INSTALLATION FIELD GUIDE. r4s1••0 R4.... <r \a•Ou W a• tt1Y4sNM ,0.•h•I1tV0•va.p[ \laywc <tiJ.,P sa>eae mae sam saaut aeawA at.r ca».•[ser Nla Yi• x a4aT.ls a•er=• r..e u Taw sr m 0•• 3 l.0ab rarercN eaw rywR a u a..ab b.eelt cw.. bw» lb a.at« bWwlt oa.. saq =I aars aw>eR ssvRlse a•wsaT mlt Rr<[aR•DI whoa 0• e1e411 .•.aaeiaw4er l sT[e- M a[:. rtler Rear, u.ar a.>u u.uee.au m as. U• dl .64 3s.11b l.n a].ub l.0 4R R. U• .IT ib 1 Nl U.lab la.N aar an sass asa sons aT use aRA u.ub a.,f am on sas ssr aoe .N+ u.ub u.s teT i Rn t10 :S> t Li.fsb 10.R aoa a ssTS saA an .sn u.Rb u.r s•aralwl x. am x .a4 ss.fa0 .. Ram lb f .tao aa.N lusrrwu as am .a4 u.a«o T.4 v asenss em aTUO .ass u.l «o t.N is :iao wnslu to >au a« .w a u.,wa ].w <u. as .: sf sn.rtib rrub aeaat u1.Dt.a,. «I srb w ,nn «, NOTE: OUTFALL FROM THE EX. 16' PIPE DOES NOT EXCEED THE PREDVELOPMENT RUNOFF, THEREFORE NO RETENTION IS NECESSARY. ss.w.r rwR sr.n *•w a.» wT.R..a ail.:::: pl0,lve[t m S• to1a9 •bniVlOwttWWCIFIr \ad I..,a ma« .Ia, wrlrT wt+ta ,tav wva. otiw: wlee.•1. act r0•a ]afa!•ll 0•t1s• Nwt TYw ®ID - M S a.p«0 aatM.Le Qarw layIi ' Iatu ..sab aawws<aa.. lay.0 aR Italb 1.!000 ayOeLht «t•• 1rr•II ]tOx aR oelTmli 140tW.M II•tL« ' I.0.4•Mt4Ur Wr•R•ml .. rt[r- M aseetie: aa,a.e•a a.a.ser r «whau rcat• M wl 0lwt tp•a >me % . row R. it• Q 1« .!!a 15. 1000 f!! rd fLwpb aar 2 .i4 13. 1! 00 1.N eR DevR°sr str le .aa> u.lDOO i.aR DatwetsY aaR 1« .Ra u.ibo s. eu. r iaearee su.b.oxl.bl 1:4 w /aneD1 rr...., see s-.a rw r•a• u.0 Y.... aapeDe r4•..., Cr,pperrat. r N[ tYt• tetayt tw• hgl6hfwT1aa0lv{ 3Syn[- s[aLL.pv taR Iacs. aeorsr str m eN mwr_.a. .m swel«wa.aaasewtewamrsaueuo i.n« ero ew - .ot.y.a.esT - useestt e.. Otitlwr PA Lw . e[tya.aR - ]0a!»f ew rw t• iae mu : w r••a Dozen ru - ers.a a LRlit.tae 1RTLa aloarao suhl« T•taw - .« Ca hotly IaRltt. - .N Cr a...tt« mttl atoe- « m i•eae••e .sloe >[a u•eue waese alat D• s.euc. a real urt . o R • a. ea. a. 4t.N . >I .M . b .1 fl.w x4.4 1. <f .IaO DD 1.N ] m.«R 2- 2" 3 NS.N i.R .aa i. fx m.N Mls4.as aau.a warat uo.b,an. «I iral w n«, Tc AND dJ C "OR ORAWAGE AREA TO DL 16' EVE PREDEYQCPED Tc a= 23. 91 min. CN - 74 POST QYSITE Tc - 5.00 min. CN : 92 POST OFFS11E Tc - 2391 mil. CN a 68 saw.... w.wt ra«. s.b tw• a.tl R4..:. C u0 « Ttiawlvt4plwtROp \OaYr rwaR mir ,leN aura e. a+: r: awe Callwtler aaaa.W an Tani O. OtA rL[al 4ama ta[ Lw NV i0 a'/•al.tac etn Tawii i.N Ow I. '. 0000 I,atwcic r[T• TlOr 3. r 0>Tab .sab 4•t•.tb a.[.. Tyw=I IwDaY 1>6elQ IM01R' su e•tt eNtw[.fN wta.a lbre•t!LL!! •rr4• utlea; ITa,m• il,V Twrataar R «W.r tV.•hi rhr rsun4cl D aD« a - .»f itTZYI J aop J . .].a 1 ].l0•CIOI 1] IaID ib ..,! Ia.ODb ..b woa o.•s saro a . am u.oeoa a.n aaatt a aaro u. o> et a. + acrid wT aOaD aee :4s la.«w oa R. it• ace ] .lN u.«b 1.'R. L• sR 10 .itl iS. 00b R. L• .1T I« 1 U.O.b a.b sss tw 1t . n u. asb :.µ saenerrainarraa« .» . u.leb a. a ftn a C . i1.w00 .fl r o, r v tan 1 u.wb l.0 reor o am ••sa i« :s» ss. bb a.a: sn. a.wl.r awte.. arttlb l:marr4 110. b.bT.bl 1rOt w T /a /1b 7( 61x7 E Q p E Le sli rri a M Y M> r it WI - DASHED UNE it 0.4 - SOW UNE 1 it 2 YEAR RA1NTAW HYDROGRAPH 1 q a i (K. DASHED UNE OVA SOW UNE sI s II C I a !I S a . a . , . . b a.. Ys. w.. N7oRL5 as iraq 10 YEAR RAINTANK HYDRQOAPH Q 5 S QM - DASHED LANE Owl SOLID UNE 1 i 100 YEAR RAINTANK HYDROGRAPH lyl........ta ..rare sN s•w a.ol 4ua.W ri1•.... CrlOSea•.. r I• lslYtu •lMVe1a« \W1Tlwal]aOlaRUfya..DP: was mazer war w.eur N.a..et ss.e mu.oste: Atu asei am.[LLv wee v syw as m m i ..a«0 ,a• tD• ctD Cl¢s. Tawli Saw X U <.D>b Ia•t0•cf• Mw tawli a.r a« s.aab awwRr own Taws= tart aasseR r+ nmrs t•soo.- orreeasar ..ea.ol..t+iaear r :te- ae Ttmuer sirawrx wnr rar u.s.etrn Taw east R T[a 0v et •c-!c . f• a lf• a ] .n . u.ssoe a. n M R if• >R 10 11 1].laOD >.R eor a tr Da lb ].tax u.14e as.« lb 1. s u.afb la.it am, ratio ar.[ n.: M. rub swat uo.w.Dn.ow u,N w Taoh NOTE: FOR RAINTANK INSTALLATION FOLLOW MANUFACTURER' S RAINTANK INSTALLATION FIELD GUIDE. r4s1••0 R4.... <r \a•Ou W a• tt1Y4sNM ,0.•h•I1tV0•va.p[ \laywc <tiJ.,P sa>eae mae sam saaut aeawA at.r ca».•[ser Nla Yi• x a4aT.ls a•er=• r..e u Taw sr m 0•• 3 l.0ab rarercN eaw rywR a u a..ab b.eelt cw.. bw» lb a.at« bWwlt oa.. saq =I aars aw>eR ssvRlse a•wsaT mlt Rr<[aR•DI whoa 0• e1e411 .•.aaeiaw4er l sT[e- M a[:. rtler Rear, u.ar a.>u u.uee.au m as. U• dl .64 3s.11b l.n a].ub l.0 4R R. U• .IT ib 1 Nl U.lab la.N aar an sass asa sons aT use aRA u.ub a.,f am on sas ssr aoe . N+ u.ub u.s teT i Rn t10 :S> t Li.fsb 10.R aoa a ssTS saA an . sn u.Rb u.r s•aralwl x. am x .a4 ss.fa0 .. Ram lb f .tao aa.N lusrrwu as am .a4 u.a«o T.4 v asenss em aTUO .ass u.l «o t.N is :iao wnslu to >au a« .w a u.,wa ].w <u. as .: sf sn.rtib rrub aeaat u1.Dt.a,. «I srb w , nn «, NOTE: OUTFALL FROM THE EX. 16' PIPE DOES NOT EXCEED THE PREDVELOPMENT RUNOFF, THEREFORE NO RETENTION IS NECESSARY. ss.w.r rwR sr.n *•w a.» wT.R..a ail.:::: pl0,lve[t m S• to1a9 •bniVlOwttWWCIFIr \ad I..,a ma« .Ia, wrlrT wt+ta ,tav wva. otiw: wlee.•1. act r0•a ]afa!•ll 0•t1s• Nwt TYw ®ID - M S a.p«0 aatM.Le Qarw layIi 'Iat u ..sab aawws<aa.. lay.0 aR Italb 1.!000 ayOeLht «t•• 1rr•II ]tOx aR oelTmli 140tW.M II•tL« ' I.0.4•Mt4Ur Wr•R•ml .. rt[r- M aseetie: aa,a.e•a a.a.ser r «whau rcat• M wl 0lwt tp•a >me % . row R. it• Q 1« .!!a 15. 1000 f!! rd fLwpb aar 2 .i4 13. 1! 00 1.N eR DevR°sr str le .aa> u.lDOO i. aR DatwetsY aaR 1« .Ra u.ibo s. eu. r iaearee su.b.oxl.bl 1:4 w /aneD1 rr...., see s-.a rw r•a• u.0 Y.... aapeDe r4•..., Cr,pperrat. r N[ tYt• tetayt tw• hgl6hfwT1aa0lv{ 3Syn[- s[aLL.pv taR Iacs. aeorsr str m eN mwr_.a. .m swel«wa.aaasewtewamrsaueuo i.n« ero ew - . ot.y.a.esT - useestt e.. Otitlwr PA Lw . e[tya.aR - ]0a!»f ew rw t• iae mu : w r••a Dozen ru - ers.a a LRlit.tae 1RTLa aloarao suhl« T•taw - .« Ca hotly IaRltt. - .N Cr a...tt« mttl atoe- « m i•eae••e .sloe >[a u•eue waese alat D• s.euc. a real urt . o R • a. ea. a. 4t.N . >I .M .b .1 fl.w x4.4 1. <f .IaO DD 1.N ] m.«R 2- 2" 3 NS.N i.R .aa i. fx m.N Mls4.as aau.a warat uo.b,an. «I iral w n«, Tc AND dJ C "OR ORAWAGE AREA TO DL 16' EVE PREDEYQCPED Tc a= 23. 91 min. CN - 74 POST QYSITE Tc - 5.00 min. CN : 92 POST OFFS11E Tc - 2391 mil. CN a 68 saw.... w.wt ra«. s.b tw• a.tl R4..:. C u0 « Ttiawlvt4plwtROp \OaYr rwaR mir ,leN aura e. a+: r: awe Callwtler aaaa.W an Tani O. OtA rL[al 4ama ta[ Lw NV i0 a'/•al.tac etn Tawii i.N Ow I. '.0000 I,atwcic r[T• TlOr 3. r 0>Tab .sab 4•t•.tb a.[.. Tyw=I IwDaY 1>6elQ IM01R' su e•tt eNtw[.fN wta.a lbre•t!LL!! •rr4• utlea; ITa,m• il,V Twrataar R «W.r tV.•hi rhr rsun4cl D aD« a - .»f itTZYI J aop J . .]. a 1 ]. l0•CIOI 1] IaID ib ..,! Ia.ODb ..b woa o.•s saro a .am u.oeoa a.n aaatt a aaro u. o> et a. + acrid wT aOaD aee :4s la.«w oa R. it• ace ] .lN u.«b 1.' R. L• sR 10 .itl iS. 00b R. L• .1T I« 1 U.O.b a.b sss tw 1t . n u. asb :.µs aen err ain arra a« .» . u.leb a. a ftn a C . i1.w00 .fl r o, r v tan 1 u.wb l.0 reor o am ••sa i« : s» ss. bb a.a: sn. a.wl.r awte.. arttlb l:marr4 110. b.bT.bl 1rOt w T /a /1b 7( 61x7 E Q p E Le sli rri a M Y M> 8 2 A C c ce Q 5 C E Z >s Uz z y O s O G1E 5/8(07 C O y DRA" BY C KOTARSIQ O E DWGN®ev C KOTARSC OIDO® M Z 5. SAUNDERS E O z AA 0 3 ~ U i zz 8 2 A C ce Q 5 W z Z >s Uz z W m Q O E V VI E Z a N = O z 0 3 ~ U i zz NO. 23491 SHEET NO. - 15A 1 • •rr rrw' rrrrrrrrr 1 PRE DA I i 1.14 AC C - 0. 55 Tc = 14 min. ; I I I I 1 II , I w t PRE DA 2 • • 1 3. 75 AC • ••rrrr rrrr rrrrrr rr rrrrr r. ue _ C =0. 55 •••• Tc - 17 min. ' •' • tiVLm •- Il op f \ oI I i ' L 1 I `' ' ice,._ // + -' •j` -- --_. _ tw • m. zso incsiw yvnwn¢ 72" W\" r 1 1waewwartI _sw _ PRE - DEVELOPMENT DRAINAGE DIVIDES GRAPHIC SCALE N FEET) 1"-wf r•• rrr rr r r r r.. r / I POST DA 1 I 0.81 AC C - 0.50 Tc - 14 agn. 0 r I ••. I t POST DA2 ••.• 1.57AC ' • r• w. rrrrrrrrrrrrr rrrrrrrr. • •• C =0. 50 • • , •r Tc - 17 nWn. •' • • ro y Bill I° r• POST - DEVELOPMENT DRAINAGE DIVIDES 7fb /o z 5 g O 6 X `P. u x 2 I c 0 o O 0 • d O cc z 0 FM E GENERAL CONSTRUCTION NOTES FOR EROSION_ AND SEDIMENT CONTROL• PLANS 1. THE' PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE ONE WEEK PRIOR TO THE CO MENC& ENT OF LAND DISTURBING ACTIVITY, AND ONE WEO" IOR TO THE FINAL INSPECTIM. 2 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECFTCATICINS OF HE VIRGINIA ER09ON AND SEDIMENT CONTROL HANDBOOK MID WRGNA REGULATIONS W 625 -02 -00 ER09CW ANDSEDIMENTCONTROLREGLILA77CMI J ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TD OR AS THE FIRST STEP AN CLEARING 4. INSTALL A LET PROTECTION AND CIL VERT INLET PROTECTION TO EXISTING STRUCTURES S A COPY OF THE APPROVED EROSION AND SEGMENT CONTROL PLAN SHALL BE MAINTAINED ONTHE .9 IF AT ALL TIMES 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LAW17ED M OFF -91E BLNROW OR WASTE AREASZ 7HE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY ER09CW CONTROL PLAN 70 THE OWNER FORRENEWANDAPPROVALBYTHEPLANAPPROVINGAUTHORITY. 7. THE CONTRACTOR IS RESPONSIVE FOR INSTALLATION OF ANY AD017WNAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 8. ALL DISTURBED AREAS ARE TO DRAIN 70 APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES WRING LAND DISTURBING ACTIVITIES AND WRING SITE DEVELOPMENT MIL FINAL STABIUZA 770N IS ACHIEVED. 9. DURING DEWATEAINC OPERATIONS WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 1Q THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS 007HE EROSION CONTROL DEVICES SHALL BE MADE IMMMATEL Y. 11. ALL FILL MATERIAL 70 BE TAKEN FROM AN APPROVED, DESGNA TED BORROW AREA 12 ALL WASTE MATERW. S 9ULL BE TAKEN TO AN APPROVED WASTE AREA EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOM STUMPS WOW, RUBBISH, AND 07HER DEBRIS iJ BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PERZONINGORDNANCESECTION5. 1.28. 14. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WI7EH SECTION 13-301 OF THE CODE OF ALBEMARLE iS BORROW, FILL OR WASTE ACTIVITY WNX NNG IVDUS7MAL-TYPE POWER EQUPMENT SHALL BELIMITED70THEHOURSOF ].•CRAM TO 9: CXPAM. 16. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCIM IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMZE ANY HAZARD TO PERSONS PHYSICAL DAMAGE TOADJACENTLANDANDNPROVEMENMANDDAMAGE70ANYPUBLICSTREETBECAUSEOSLIDESSINIONGORCOLLAPSE 17. THE DEVELOPER SHALL RESERVE THE RIGHT 70 INSTALL, MAINTAIN, REMOVE OR CONVERT TDPERMANENTSTORMWATER04ANAGEMENTFAOU77ESWHEREAPPLICABLEALLEROSIONCONTROLMEASURESREQUIREDBYTHISPLANREGARDLESSOFTHESALEOFANYLOT, UNIT, BUILDING OR OTHER PORTION Or THE PROPERTY. HL TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDWG AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSST A 50150MIXOFANNUALRY£GRASS AND CEREAL WINTER RYE OR IN MARCH AND APRIL TO CONSISTOFANNUALRYEORMAYTHROUGHAUGUSTTOCONSSTOFGERMANMILLET. SMA W MULCH IS TO BE APPLIED AT BCLSS/ IOOSF ALTERNATIVES ARE SUIWOT TD APPROVED BY 711ECOUNTYEROSONCONTROLINSPECTOR. 19. PERMANENT STABILIZATION SHALL BE LIME AND FER77UZM PERMANENT SEEDING AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9OSS110009; INCORPORATED INTO THE TOP 4 -6 INCHES OF SOAL FERTILIZER SHALL RE APPLIED AT 1009. BS /ACRE ANDCONSISTOFA10 -20- 10 NUTRIENT MIX PERMANENT SEEDING SHALL BE APPLIED AT 1BOLBS /ACRE AM CONSIST OF 957 KENTUCKY if OF? TALL FESCUE AM O- 5x PERENNIAL RYE OR KENTUCKY BLUEGRASS STRAW MULCH IS TO BE APPLIED AT 80LBS/ IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.20 . MAINTENANCE: ALL MEASURES ARE TO BE INSPEC70 WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING 70 STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SLTTRAPSARETOBECLEANEDWHEN5OXOFTHEWETS70RAGE14XUMEISFILLEDWITHSEGMENT. ALL SEEDED AREAS ARE 70 BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SALT PENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT 70HALFTHEIRHEIGHTMUSTBECLEANEDANDREPAIREDIMMEDMATELY. 21. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE 70 BE REMOVED WI7HIN 30DAYSOPFINALSTESTABFUZAVOY, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY ME COUNTY EROSION CONTROL INSPECTOR. CZNZRA6 Lt7A'STi4TiLTD7M Ayr" WB AZdf R IN GrANZAT P / 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95X OF MAXIMUM DRY DENSITY AND 2X OFCP77MUMM01MRECONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GE07EQWICAL ENGINEER IS TO BE PRESENT DURING COIVSMUC77ON OF DAMS 2 PIPE AND RISER JOINTS ARE TO W WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIESJFORTEMPORARYSEDIMENTTRAPSORBASKSWNCIARE70BECONVERTEDTOPERMANENT STLIWWATER MANAGEMENT FACILITIES; CONMR9GN IS NOT TD TAKE PLACE UNIX THE Sir IS STABILIZED, AND PERMISSION HAS BEEN OBTAWED FROM THE COUNTY EROSION CONTROL INSPECTOR. SM"F,ATBR RUA-OPP MMIDMUrroNS.- THE CONSTRUCTION OF THIS PROJECT WILL HAVE A MINWAL EFFECT IN PEAK RUN -OFF RATES TO THE STOC7K70N CREEK SUBWATERSED. WMLE THIS STE CURRENTLY HAS SOME IMPERVIOUS AREA. THIS PROJECT WILL INCREASE THE AMOUNT OF IMPERSOUS AREA, HOWEVER THE FPL TERA BOXES AND WATER QUALITY SWAL£S WILL HELP CONTAIN THE FIRST FLUSH OF RUN -OFF. ME WATER QUALITY FRONDED BY THESE TWO METHODS MEET WE COUNTY REQUIREMENTS FOR THE REMOVAL OF PHOSPHORUS FROM THE STORM RUN -CFF. AN UNDERGROUND STORAGE FACUTY WILL CONTROL THE PEAK RATE AND VELOCITY OF THE RUN -CT: THE PEAK RA IF OF RUN -OFF WILL BE R ELEASED AT A PRE - CONSTRUCTION QUANTITY TO TILE EXISTING CULVERT UNDER ROUTE 250 THAT FLOWS TO STOCKTON CREEK ONTO MECHUMS FINALLY OUTFALLING TO THE SOUTH FOR RAVANNA RES£ RVOR. EROSION & SEDI" NTATION CONTROL MEASURES STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGNAEROSIONANDSEDIMENTCONTROLHANDBOOK. STRUCTURAL PRACTICES USED IN 7HI5 SECTION CONSIST OF THE FOLLOWING, 1. CONSTRUCTION ENTRANCE ALBEMARLE' COUNTY DETAIL - ENTRANCE TO BE LOCATED TO PREVENT TRACING OF MUD ONTO DUS77NO OLD TRAIL DRIVE AND MELBOURNE LANE. 2 SILT FENCE STANDARD AND SPECIFICATIONS 105 -SILT FENCE 7a BE PLACED WHERE SHORN ON THE PLANS OAR AS FIELD CONDITIONS WARRANT. 3 TEMPORARY DIVERSION DIKE STANDARD AND SPECFICATION 109 - TEMPORARY &VERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLAWS 4. FILET PROTECTION STANDARD AND SPECIFICATIONS 107 - INLET PROTECTION TD RE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COAOD17701NS WARRANT. S LEVERT INLET PROTECTION STANDARD AND SPEOF7CATICNS JOB - CULVERT INLET PROTECTION TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COW77 NS WARRANT. 6. TEMPORARY SEDIMENT TRAP. STANDARD AND SPECIFICATION 113 - TEMPORARY SEDIMENT (RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS (4 TRAPS TOTAL).7. OUTLET PROTECTION STANDARD AND SPECIFICATION 118 - OUTLET PROTECTION TO BE PLACED AS SHOW ON THE PLANS B. ROCK CHECK DAMS STANDARD AND SPECIRCA DON J. 20 - ROCK CHECK DAMS ARE TO BE PLACED IN OUTFALL DITCHES AS SHOWN ON THE PLANS SOIL DESCRIPTIONS 368 - HAYESVILLE LOAM - 2X TO 7X SLOPES. THIS DEEP, GENTLY SLOPING WELL DRAINED SOIL IS ON NARROW 70 BROAD, CONVEX RIDGETOPS SLOPES ARE SWO07H AND ABOUT 200 TO 600 FEET LONG AREAS OF THIS SOIL ARE IRREGULARLY OVAL OR ARE LONG AND WINDING THEY RANGE FROM 5 70 ABOUT 100 ACRES PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS MM£ DIUMM. THE EROSION HAZARD IS MODERATE. lfflQzF= E THE PURPOSE OF THE LAND DISTURBING ACTIVITY IS TO CONSTRUCT rM COMMERCIAL BUILDINGS AND THERELATEDINFRASTRUCTURETHEBUILDINGSNIL! CCWTAW BOTH OFFICE USES AND RETAIL USES THE SIE15CURRENTLYACCESSEDBYROUTE250ANDROUTE751ANDNILBETHROUGHOUTTHEPRO.ECT. THISPROJECTWILLCONTAINAPPROXIMATELY2. 0 ACRES OF LAND DISTURBANCE dplSTIAG r•d LDNOITlOAPS'.• CURRENTLY, 1H£ 97£ IS MOSTLY MONO GRASS WITH SEVERAL BUILDINGS AND LARCH TREES. THESEBUILDINGS - FOUR FRAME BUILDINGS AND TWO 94EDS WILL BE RAZED AS THE FIRST STEP IN THECONSMUCT7ONACTIVITIESTHISS77EALSOCONTAINSGASPUMPSANDUNDERGROUNDGASOLINESTORAGETANKSTHESEITEMSARETOBEREMOVEDACCORDINGTOSTATEANDFEDERALREDULATICNS7NEDRAINAGEFROMTHESTEANDAREA70THENORTHGENERALLYFLOWSTOIWGDRAINAGESTRUCTURESLOCATEDALONGROUTE250 THE SITE IS LOCATED IN THE NORTH EAST QUADRANT OF ROUTE 250 AND ROUTE 240 ROUTE 751 ISLOCHTEDTOTHENORTHOFTHESITETHEADJACENTPARCELSLOCATED70THENORTHANDTOTHEEASTOFTHESITEAREZONEDFORR -1 RESIDENTIAL OPPSZAZ L Urlrnvn /ASP POR77ONS OF ROUTES 250 AND 240 WILL BE AFFECTED AS PART OF THIS PROJECT. THE NEST BOUNDLANEDFROUTE250WILLBE' WIDENED AND THE EXISTING WESIERNMOST ENTRANCE TD THE SITE WILL BECLOSEDPERMANENTLY. THE WESTERN END OF ROUTE 751 WILL BE IMPROVED AS PART OF THIS PROJECT W CH INCLUDES PAVEMENT EXPANSION ON THE NORTHBOUND LANE OF ROUTE 240. CM dRg": THIS 97E CONTAINS A SMALL AREA OF CRI77CAL SLOPES LOCATED ALONG THE PROPERTY LINE ADJOININGROUTE240. A DIVERSION DIKE WILL BE INSTALLED AT THE TOP OF THE SLOPE 70 ENSURE THECONSMUC77ONACTIVITYDOESNOTADVERSELYIMPACTTHESLOPEWITHINTHEROUTE240RKIIT - -OF -WAY.THE DOSTINO GAS PUMPS AND UNDERGROUND GASOLINE STORAGE TANKS WILL BE REMOVED AS PART OFTHISPROJECT. THE CONTRACTOR WILL TAKE PRECAUTIONS TO ENSURE THAT THE STATE AND FEDERALGUIDELINESGOYEWHITHEREMOVALOFTHESE17EMSAREFOLLOWED. Z/RR'y ICI ! /7. d", CUT 7,087 CY. FILL NET 4374 C, Y. SffQ7XACZ O/ L1IA3' T e"RJOAF• 1. CONTRACTOR 9LALL NOTIFY ALBELURLE COUNTY ENGNEEING AND PUBLIC WORKS DEPARTMENT 70 SCHEDULE A PRE - CONSTRUCTION MEETING AS REQUIRED. PROJECT EXPECTED TO BEGIN SUMMER 2007ANDENDAPPROIIMARELYINTHESPRINGOF2008. 2 FLAG THE CLEARING LIMITS J EROSION CONTROL MEASURES SHALL NOT BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUTTHEAPPROVALFROMTHEINSPECTORONTHEPROJECT. 4. INSTALL INLET PR07EC77ON AND CULVERT INLET PROTECTION TO ALL EVS77NG STRUCTURES S INSTALL THE CONSTRUCTION ENTRANCE' S CONNECTING 70 ROUTE 250 AS SHOWN ON THE PLANSWHERECCNSIRUC77ONVEHICLEACCESSROUTESINTERSECTPAVEDPUBLICROADSPROW90NSSHALL BE MADE 70 MWAM2E 7RAN9PORRT OP SEDIMENT BY (VEHICULAR) TRACKING ONTO PAVED SURFACESWHERESEDIMENTISTRANSPORTEDONTOAPUBLICROADSURFACETHEROADSHALLBECLEANEDTHOROUGHLYATTHEENDOFEACHDAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SWEEPING AND SHOVELING AND PLACED WITHIN A CONTROLLED DISPOSAL AREA STREET MAFnCSHALLBEALLOWEDONLYAFTERSEDIMENTISREMOVEDININSMANNER. 6. INSTALL ONE SILT FENCE ALONG ROUTE 250 7 RAZE EXISTING BUILDINGS REMOVE EXISTING ITEMS SHOWN TO BE REMOVED ON THE DEMOLITION PLAN.REMOVE THE EXISTING GAS PUMPS AND UNDERGROUND GASOLINE STORAGE TANKS ACCORDING TO STATE AND FEDERAL REGULATIONS 8. INSTALL THE REMAINDER OF THE PERIMETER EROSION MEASURES ON THE STE AS SHOWN ON THEPHASEIEROSIONCONTROLSHEFF. GEAR WATER DIVERSION, SEDIMENT TRAPS; PERIMETER &VERSIONDIKESSEDIMENTBARRERSANDOTHERMEASURESINTENDEDTOTRAPSEDIMENTSHALLW CONSTRUCTED AS A FIRST STEP IN ANY LAND D57ZJRBANCE ACTIVITIES AND SHALL BE MADE FUNCTIONAL BEFORE' LIP SLOPE LAND DISTURBANCE TAKES PLACE CONTRACTOR TO STAY WITHIN THEU1417SOFLANDDISTURBANCEATALLTIMESENSUREPOSITIVEDRAINAGEALONGANYMEASURESINTENDEDTODIVERTWATER. 9. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN SMUCnAW4 SUCH AS DIKES TRAPS ANDVERSIONSIMMEDIATELYAFTERINSTALLATION. 10. ROUGH GRADE THE 9IE ALL EROSION CONTROL MEASURES FROM PHASE I SHALL REMAIN IN PLACEANDOPERATIONALDURINGTHEROUGHGRADINGOFTHESITEWHEREAPPLICABLEATTHISTIMEHE DO NOT HAVE AN AC77W CONSTRUCTION SITE WHERE THE EXCESS OUT MATERIAL SHALL BE HAULED. THE CONTRACTOR MUST PROVIDE A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OF THE AREA THAT WILL BE RECEMNG THE EXCESS MA 7ERIAL 70 THE COUNTY NSPECTOR AND ALBEMARLE COUNTY ENGINEERING 11. INSTALLA77ON OF THE UTILITIES CAN NOW TAKE PLACE 12 FINE GRADE: INSTALL THE REMAINING STORM SEWER AND REMAWING UILUTIM INSTALL OMB AND GUTTER AND SIDEWALK, SEED, AND FERTILIZE THE DENUDED AREAS 13. INSTALL INLET PROTECTION TO II. E75 AS STOW SEWER IS INSTALLED AND BECOMES OPERATIONAL14. PERMANENT OR TEMPORARY SOL STASIUZATION 91ALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAM AFTER FINAL GRADE IS REACHED ON ANY PARDON OF THE SITE 7EINPORARY SOIL STABIUZA SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LLNGET? THAN 30 DAYS PERMANENT STABIUZA7700V SHALL BE APPLIED TO AREAS THAT ARE 70 BE LEFT DORMANT FOR MORE THAN DIVEYEAR. I5. ALL SEDIMENT REMOVED FROM SEDIMENT TRAPS WILL BE STORED/ DEP097ED IN SUCH A MANOR AS TOENSURETHEAREASARES7ABIU2EDORPR07ECFEDWI7HSEDIMENTTRAPPINGMEASURES 16. MAINTAIN ALL EROSION CONTROL MEASURES AS .SPECIFIED 01 THE VIRGINIA ER09ON AND SEDIMENT CONTROL HANDBOOK. REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCEWITHTHEVIRGINIAEROSIONANDSEDIMENTCONTROLHANDBOOK. 17. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABAUZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS REBATING FROM THE &S; -QMnCN OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FARTHER EROSION AND SEDIMENTATION. AFTER CONSTRUCTION IS COMPLETED ALL DISTURBED AREAS OF THE STE WILL BE OWED, FERTILIZED, SEEDED, AND MULCHED AS PER OURRENT WOT STANDARDS THIS 94ALL CONSIST OF IHE FOLLOWING` IOPSM - 2' DEPTH LIME - 2 TONS /ACE FERTILIZER - 600 LOS / ACRE OF 15 -JO- 15 SEED - ERNST 5111 CONSERVATION SEED MIX - ERNUX -114 (45 LBS /ACRE PENLANN CREEPING RED FESCUE. J75 LBS /ACRE ARGILE KENTUCKY BLUEGRASS J7. 5 LBS /ACE PARK KENTUCKY BLUEGRASS, 15 LBS /ACRE ANNUAL RYFGRASS d 15 LBS /ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE AL TERAU TE AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASS MULCH- STRAW OR HAY -1. 5 70 2 RNS /ACE Af RANT N ACE IN GENERAL, ALL EF0- 90N AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AM AFTER EACH SIGNIFICANT RAINFALL SPECIFIC AFTEN7KN WILL BE GIVEN TO THE FOLLOWING ITEMS A SEDIMENT BANNS AND/ OR (RAPS WILL B£ CLEANED AND MAINTAINED IN ACCORDANCE WITH THE NRGNA EROSION d SEDIMENT CONTROL HANDS". B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP INAT WILL PREVENT PROPER DRAINAGF_ P THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED. OR IT WILL BE REPLACED. C ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDET" NING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REWIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SMWENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. GENERAL CONSTRUCT MANAG EMENT PLANS 1. ALL DAMS AND CONSIRIMIED FOUL TD DF WIMN DB.f CF MAWKW PRY DENSITY MID 29 IF Wm" MISFIRECONTENT. ALL FOUL MATMAL M BE APPROVED BY A DEOTECHIC.LL ENGS+ FFW. A G20TEQYICAL ENCIEIIR IS TO BEPWESEMDIIRWG (XWSTRIICDCW OF DAMS 2 PPE AND MER .LO WM ARE TO BE WATERTMT WT W SlOftWW1ER MAMAGOIXT FACUTW3 1 FOR TEIPIRARY SOaNENT TRAPS CR BASAIS WMfN AIE TO WI COriERTED TO PENYANE/Nr SNWMWAm MANAGEwe T FACWF TIE$ CONFERSION IS NOT TC TAKE RACE LNTL 7NE sm is ST48LA= ND PEAIRS90N HAS BEEN CWTTAMAM FROM TINE ,COMITY ERC6TIN CCINMCL RISPECTM 4VAC50 -30 -40 MINIMUM STANDA n. 4 AN EROSKN AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, 7ECHNIOUES AND METHODS 1. PERMANENT OR TEMPORARY SOIL STABIUZA77ON SHALL BE APPLIED TO DENUDED AREAS W771W SEVEN DAYS AFTER FINAL GRAD£ IS REACHED ON ANY PORTION OF 7W SITE TEMPORARY SOL STABILIZATION SHALL SE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL DUDE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TD AREAS IHAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR \ EROSION AND SEDIMENT CON MIX LAW AND REGULATIONS 2006 27 2 DURING CON57RUC77ON OF THE PROECT, SOIL SIDGCPILES AND BORROW AREAS SHALL BE STABIIZED OR PROTECTED WITH SEGMENT TRAPPING MEASURES THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PR07EC77ON AND PERMANENT STABILIZATION OF ALL SOL STOCXPKES ON 97E AS NEIL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROU THE PROJECT SITE. J A PERMANENT WGETA77W COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT WGETArKW SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.4. SEDIMENT BASINS AND TRAPS PERIMETER DIKES SEDIMENT BARRERS AND OTHER MEASURES INTENDED TOTRAPSEDIMENTSHALLBECONSTRUCTEDASAFIRSTSTEPINANYLAND - DISTURBING ACTIVITY AND .•HALL BE MADE FUNC7IONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE 5 SWILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS EKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTALDRAINAGEAREATOBESERVEDBYTIETRAPORBASIN. A THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHAD. BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHLLA ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COIIPRYSD OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BA9N THE MINIMUM STORAGE CAPACITY OF A SEDVMAT BASIN SHALL SE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFACE SYSTEM Ml," AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CLN& TIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7 CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED, 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CCNTAW£ D wWN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL FLUME OR SLOPE DRAIN STRUCTURE 9. WHENEVER WATER SEEPS FROM A SLOPE FACE ADEQUATE DRAINAGE OR 07HER PROTECTION SHALL BE PROVIDED. ER09ON AND SEGMENT CONTROL LAW AND REGULATIONS 2006 28 1O ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSMUC770N SHALL BE PROTECTED SO THAT SEGMENT -LADEN WATER CANNOT ENTER 771E CONVEYANCE SM7EM WITHOUT Ivsr BEING FILTERED OR OTHERWISE TREATED 70 REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERA TICNAI_ ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY O4 PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECONNG CHANNEL 1Z. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL LE TAKEN TO MIIMZE ENCROACHMENT, CONTROL SEDIMENT IRAN -s- mr AND STABL/ ZE THE WORK AREA TD THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHAD BE USED FOR 7FE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERGOIBLE COVER MATERIALS 1J. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHK MORE THAN TWICE IN ANY SIX -MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NOVER a& E MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REWLAIICWS PERTAMM TO WORKING IN OR CROSUNG LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADD177ON TO OTHER APPLICABLE ORI770IA. A. NO MORE THAN 500 LINEAR FEET OF IRENC4 MAY BE OPENED AT ONE TIME B. EXCAVATED MATERIAL SHALL BE PLACED CN THE UPHILL SIDE OF TRENCHES C EFFLUENT FROM DEWATERING OPERATIONS STALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSEZY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACOFXUNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E RESTABILIZATILN SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH \ EROSION AND SEDIMENT CONTROL LAW AND REGULATIONS 2006 29 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINMIg,' THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEGMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SMA40VT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET WASINNG SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INGNDUAL DEVELOPMENT L07S AS WELL AS TO LARGER LAND - DISTURBING ACTIVITIES 18. ALL TEMPORARY EROSION AND SEGMENT CONTROL MEASURES SHALL BE REMOVED WI7NN 30 DAYS AFTER FINAL 517E STABIUZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. UNLESS 07HERWI5£ AUTHORIZED BY ME LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AHD THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHAU BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROWON AND SEDIMENTATION. 19. PROPER7ES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEGMENT DEPOS777M EROSION AND DAMAGE DUE TO INCREASES IN VOLUME VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR TIE STATED FREQUENCY STORM OF 24- HOUR DURA77ON IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRTERAA: A CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN -MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE MIES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM DOWNSTREAM STABILITY B. ANALYSES AT THE OUTFALL OF THE PPE OR PIPE SYSTEM SHALL BE PERFORMED. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER.. 1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT RI QUESTION, • OR 2) (A) NATURAL CHANNELS SHALL SE ANAL YZED BY THE USE OF A TRO -YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS B) ALL PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS SHAu BE ANALYZED BY THE USE OF A TEN -YEAR STORM TO VERIFY THAT STOWNATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO -YEAR STORM TO DEMONSIRATE THAT STORMWATER WILL NOT CAUSE EROSION DF CHANNEL BED OR BANKS AND C) PIPES AND STORMS SENER SMTEMS SHALL BE ANAL YZED BY THE USE OF A TEN -YEAR STORM TO VERIFY THAT STORMWA TER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. EROSION AND SEDIMENT CONTROL LAW AND REGULATIONS 2006 30 C lF EXISTING NATURAL RECEIVING CHANN85 OR PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS OR PIPES ARE NOT ADEQUATE THE APPUCAN7 SHALL - OR BANS AND A -EARSTOMWLLOT CAUSE oC HANNEL go AN OR 2) IS CONTANED WI7HW THE APPUR7ENANSES+ A CONDITION WHERE THE TEN -YEAR 57ORMl 3) OEVELOP A 97E D£ 90M THAT WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TNV -YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS 0170 A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TEN -TEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL, OR 4) PROVIDE A COMMBYNA77ON OF GUNNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SADWACTORY 70 THE PLAN - APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION 70 MAKE THE IMPROVEMENTS E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. F IF THE APPLICANT CHOOSES AN OPTIOV THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES THE PLAN SMALL SET FORTH THE MAINTENANCE REQUIREMENTS OF PC FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE G OUTFALL FROM A DETENTION FACILITY SHAD BE GSCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPA70RS SHALL BE PLACED AT THE OUTFALL CIF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE 1. INCREASED VKXUMES OF SHEET FLOWS ?HAT MAY CAUSE EROSION OR SEGMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DEIVV71ON FACILITY. \ EROSION AND SEDIMENT CONTROL LAW AND REGULATIONS 2006 31 L IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL L07S OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PRO.. ECTS. 607 3 A 11 O W x n1VI a Y o > s 8 i d 0 c z 0 f E SM07 MALI WY I NEWSOME DeDrED er A GEORGE OECD® W S. SYMDERS 5GF8 NONE r W L W Z R F - Q Z W CF6 U Z W W W '' V) O Z D J W : O N = O p 0 U a z O N w W 23491 17 8 9 i 3 q F o 4 0 hM T: e5 B t Efr 6 a5' f S oE 4 o g J3 MUM 40w soft mum mow one sma mom aw I. U111 op Fretwell, Annie E ® 9 roxwL Tmp. 56 - 32C R1 Residential Hayden, Bruce P 6 Karen M Residential Tmp. 56 - 35A R1 Residential 0 Residential OL9 L 0 Qi . w R -751 BR01WN6VILLE ROD \ ` L crgvel l = r. L S8 7 28 - E 220.4 a W _ _PRES RIP _ _ _ j R, HT 0 WA Y - - W - — , \ _ SX ' Hayden, Bruce P 6 Karen M r - — — _ _ ' _ _ W 1 08 3 E so. oo' Tmp . 56 - 35G W Z m / 1 e ti X. _ — _ — a y176ox W ` S6B f Ri Residential o bt of gu MphonesTv. one N m m ..0 _ -- — WATER '1 _ ` 3 Vacant € @7 +erker T \ Va F r e ec. D I 3" HEMLOCK ` one Acs 4s [E;19Petl. DD 6 n 0 C ~ EX. 3" HEMLOCKS Q j \— 1a &TRCH-I frame "MAPLE \ 6 C \ g own snetl a / / \, — \ BO Q W S z , I 1 75 , = Dce? ic EX, 3' HOLLY c', / y \ . \` \ d 1 / EX 20" MAPLE i \ \ \ \\ XOTARW 1 Sto Fr a MAPLE Frame o ame I6 "a ` ItsO J 's / \ \ 3 6B \ \ y N \ car ry a i D X. / 9 3i n < 1 al M 1' I 1 Do E . Oat. T ! shed y — ` x N >. Y S. 5 lM ERSDOGI1 / Y - ti o 's . p D C 1 1 `, 2 Story Frame °"°e / 1 / oc ; 1 1 < v • A s M I ' 1 6B0— owle I EX 3" OL / 0.9 ACRE \ \ l ' s , C x 1 1 ald• Oac. / l / / • M F HDli1 ` EX 2 " APLE • I" 675. cellar I S a>n ne.. / 6 \ ' ki IruM R1cHr 111 Frame Bldg. i 0 l HYDRANT `I / - 03L/NE RTE 2 x 11 1 1 EX / . an grave; e ^ , e / , I SF J1111H /. m et ' uws / it rfoJ 7TE / / 0 C , CS 1JNE R B Meslar, RoIrt J ary H o wv # p ' ` / tac 6 oo6 Ci / / i R . 56 - 34 =F Il- R7 A ident d cC s, gn l / / / ` i eANVI' ate San top r- - 6 668 a69 halt - / // / / / / ( ' , I ' W Z is s o N4 4 9 " r" f GRAVEa1aD stab r - --- 670 / / . I l , I f ... s- 1 a` o'i { TAGA4t* ---i wASAr Cx a / by I i Z 5 N a APPROXIAlA e1N 7783 03 11 "W Piw /7 t LV a EX. CRI LOCAT70N a AREA CG 400. 02 ' — EXISTING — / / -SLOPES VA AIP LET 1 1 TS ACRES TS , // , U s ANITARY 667. l a SOtla. tZ_— _ --(. J6 G_2 / 1 - - / " r - / _ - - \ 87 _' y1 E i4p b ' u Z e3 EX. NAM % - x t SED ENT . — — —64- J / , sxi s,a ad SF P r 12•' W 6 — -- li emssee _` ./.i/ \ mJG EX. i[' AC 2 x % 12 W — 2 / Q } O E 2 RT 250 - ROCKFISH GAP TURNPIKE, trans f. , 12 a . • of i - JVMDTHRI GHT OF WAY N VARIABLE i N A .0 - V SL CRrnCAL - - _ 0 G 0 Fedeofpavement ¢ SLOPES w Ln Uj Lynch, William A Jr. Uj Tmp . 56 -32E — — ---- -- — = s O RA RVacantreas endwall Tmp. 56 - 32D Jr W od, Kenneth 5 and Kenneth W Wood. Richer RA Rural Areas Tmp. 56 - 32B 5€ Vacant RA Rural Areas ffiVacant alRsaV DKE GRAPHIC SCALE f BsO4AAVAGEDINDE111111111010111111118 L/ M115 OF ADI NC ANO 111111 _ _ _ _ t each IS 1 fL / 3M M o 23491 Stier Mo. 18€ GRAPHIC SCALE A 7 1N RII7it¢E - W IL ON1L E Fretwell. Annie E 2 tC Tmp. 56 - 32C I Hayden, Bruce P 6 Karen M q aIR1Residential Tmp. 56 - 354Residential o s RI Residential g gr C = Residential 0L9 - i A o g RT. 751; BROWN§ V ILLE ROD f / v \ S o CL on se 7' _PRES RIPTIV_ E 6,, w ,+_ — s 3a3 ' Ew \ _ _ GB , 6 Hayden' TMP.56P356aren M W G r 3 0 WAY _ w 7S < a DATE "HT oa _ _ ws .. - " 50 0, y 9 ' R1 Residential 5," 77 a 00 680 c6 0. vacant puxm BY n =_ -- - -- -- -- -- -- -- -- -- ----------- -- - - -- OWE C, sru• Qs a I* A. GEORGE PS 1p DD AM ss SCALE s 676.' el es tle= N _ BUILDING B: 2 FLOORS / \ s S \ 15, 680 Sp. FT. TOTAL \ nt ia PLAZA -BUf DING A: 2 FLOORS -- \ . ; , \ 03 ti a1 m 14, 000 S0. FT TOTAL \ ? 6 LLJ71 •/ ® ' _. •t • ® •® /` ' (! / _ o / O f Z K = Z DA7UM) RIGHT 67 lRE HYDRANT - I 1; 0 a =r $ ERLINE RT] 2 _' = sv 7P !/ / % r ° wM V Z J a s N7ERLINE R7E - l zA i. G.S. B 13345 I t _ a / ' ) __ v; l Meslar, Robert J 6 Mary f " u h Tmp. 56 -34 Q Z %70 I / / r / a R d nt el 7 W ofrAiResidpfymV - X72 I ^ ' _ / O 05 bN45stabc - - 25. 2 APPROXIMA _ ca r IP 10 :__ 672 / - j _ / lL 5 vsrarCNN670911W3 - - - - - - - - -_. _ __ Co - - -AxcRmcat - -- - - -- _ SLOPES -. -_" - P CAP fNLE7 / ___. _..__. _ _ _ _ _ s _ " t s .I EXISDNG PRlVA _ -_ _..,. x sF - ._:_,.._ ;Lu a 12, ib u _- 72 x h k / 6 / / DITCH 1- - _.___:_ ____ _ - -- - 4$ 41F O =r a _...- LOCK 12 W 6 x X — — — — J x J ..:.: _ - -, \ 3 S y . 72 W 0 ' oAND MMMM 72 " w o w P U GRAVEL fir' RT. 250 - ROCKFISH GAP TURNPIKE \ transf. VARIABLE WIDTH RIG OF WAY E`n• EX. CRI77CAL SLOPESCr TT Ln o Lynch, William A Jr. T Tm .56 -32Ep Lynch, W A Jr. - 23491 a; RA Rural Areas ' endwail Tmp. 56 -32D W Kenneth S and Kenneth W Wood, R: char Vacant Ra Rural Areas / 1 Tmp. 56 - 326 semen. Vacant RA Rural Areas 19 I r Vacant Fi TH OP . 6 FUSER FABRIC ° , O• c A' BAS'"' ElflRei m B- b v SAW& I SAME= D1Y I L- Ma Ab92 COWACM 90M DD TEMPORARY DIVERSION DIKE Xy p' E'11R RpppEN SLIKE 1 I • p es' SrONALL17 ( DOWNSTREAM NEIF) compBOaa Boa ' i Non- Eroasbb U.- 1DOT01 Is" min. ff IE AAO > ti F7ow '• O i EE $ FLOW S n c 8 I 1 I ZA A a• o 0 0° Y ry CD ROCK CHECK DAM 3.20 -1 BouRCe W` DORIC PLATE 2 Cw TEMPORARY CLEANWATER DIVERSION (2 ACRES OR LESS GALE EAREA) g aSILTFENCE S X o w gsFWITROUTW/ ORTS NO SL RE SUPP oc W' SCALE 0 FWe VAX WIU ewwo $ „ C bPRIP W-VOUL \ e~ b N I t""( aa,t D. a BLOCK AND GRAVEL DROP INLET 70• Wr. 2' X4 WOODEN FRAME SEDIMENT FILTER o AS FNS.en al = f. 5' MAX FRAME a+ poor 1% 1357. OR 1s coulee AaanArz .:INL IiA 4aeEYBEloft _ — o Y PrMM' cWssewDttFAaourroan _ -- CL I —° < "' oAI ,: vDLUUe p /ET i70R/CE ARaA - 3 CIP TEMPORARY CULVERT INLET SEDIMENT TRAP 3. 08- ii NO SCALE THEN EX 2P I IAIFNT TRAP ` 'a f7 +IMa = s AT ORNERS r y 51W07 F5 oRAwN er W KorARsnCIP3edknent ) T ( 3) ame„ w L e { --mPME PERSPEC77VE WEWS p ,a M e dalRaBe aloe (Beres) ( 0. 8 L I r J1 vRE sewu*+ Dcswr er trap %okmes 1 1 1 Jhm 7A7[WFa rruc •• A. GEORGE t)e - • CrEOSD BY gte,etion Brae (s0 wlurtie( Dy) STAKE aRe° tl°s omtow e82 483 0 .• tY rn tBaW+K wuNDrr = _ - : • S, SAUNDgRBFBWOIIhn884117761.5 m nArrtiN¢ aarec wrtH - 8B6 1640 157.3 a A FA-10 SCALE 236.8 seoucNr ° Ar7 • NONE _ SECTIM 887 2084 N• ataage: +Mo[s6rrw c w*aa.BFSSRre W+rl al //Drags reQvired (cy) (67' DA) 60. 3 . wa' ii M g... / SPECIFIC APPLICATION button of atone weir (II) 884. 00 tsABf selir• irsi.. 8sasa vBrlgirRr. Net alOregB prmlded st this a .,.t. (Gy fi2 THIS METHOD OF INLET PROTEC 1ON 15 APPLICABOE WHERE elope ofMet storage sides 3:t ELEVA710N OF STAKE AND HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW a weir O PAVED CONSTRUCTION ENTRANCE FABR /C OR/ ENTA770N AROUND IS NECESSARY TO PREVENT EXCESSIVE PONDINC t) ( 27. 0 CE AROUND ?NE STRUCTURE.ar stooge. SIL T FENCEtrapdff"m 7rs: 38k19 •GRAVEL SHALL HE VDOT 19. 1357 OR 15 COARSE AGGREGATE ° bottom of hap we% wwn (t) egg NO SCALE dry storage required (cy) (67 60. 3 bottom west of atone weir ea7.GO top of dam elevation (t) eel P DROP INLET PRO 7ECT70N = F dry atOrag S of Wm BierBRlOn (Cy) 177 lop Wldth Of OBm M i i W NO SCALE SOURCE VA. DSC PLATE. 3.07 -3slopeofdrystoragesitlBe1: 1 tap hap dimenswis O Lu 2 ° z Z > bi lgFl 5.11 W U 30 U TEMPORARY RIGHT -OF -WAY Qm , 7 . F A A DIVERSIONS ce p Qa Yeor p S : Lu m _a EARTH v `F O UK f0 r y Z F— o O $1 YA7E W J Y' D&mvsm mRE PLAN TYPICAL GRAVEL STRUCTURE N = O a TOP CFpp m 17E PLAN Q "' &C -iCP a< NORMAL EAR R 0nR4 NEP Lo m O 3 W sm MAY FLANVA7ID IAVOfI! fNiRANCE PPE ERE DffC7ED BY DV6PV M L.U $ 2M PV DETAIL •' _ INSTALLATION OF PIPE CULVERTS V$AND STORM S fg c C IO NO SCALE L- d 5 d X tam B SECTION A —A z PIPE OUTLET 70 FLAT AREA WITH NO DEFINED CHANNEL SECT70N A —A TR ? sTYPICALEARTHENSUCTURE Op PIPE OUTLET CONDITIONSSNOSCALE S — V. DIVIC nus ss>•I . w 4; H1 •` 23491 ° sNesr No. 05 20 MOwon low wilawl x4my 014M on TOG BUILDIAV B. 2 FLOORS —BENCH 2 FLOORSWliDINGA. TREE GRATE PAVERS TO UNE BOTHTYPI) SIDES OF SIDE)WALK mAM V R E I FF Irggva JUAM Wo WIN do Z7-4,V — — S Avp s -c etss 6 -cd dzl + CRL9SPdRY • +,. . -1 - - BEACH9 -RPJV -- -' - - BAA1CH j .g 9 -IPPV _ - - 6 BUILI> ING _._, . _ ce 9RPJV 8 - GSS S r-r, 9 -CA / 10- PAJQiy 7O / - Pd/ QT _ l 6 -LY - - 9 -CA PAiARS 7Y7 !NA at' JTH SIIJA` /Abe!'e - LEr 4p o) e I I I PLAZA PLAN77NG PAN GRAPHIC SCALE N N FEET) iMf +10e SITE PLANTING SCXL= r ATr 9A77,AY/ TAWMAL NA"CVJfA /A' XA"I" T,ALLBD Skid MAURLT tl-7LAR m AUMAAEY QNTY. AOL ABLE/, d CRWD/rLORA %JJTLL RMAARD L/TTLC RMxARD AAW/J - AL2JJf GDAT.'OIAa' d/RJLL dS WOW CIAMW ARRS 16 ACLR ATJBAY/tl ''"D S/JNSBT'RLD S mra RA'D AANS J //r CAL OBB SrArZf STEV ONE!•S/0 B1B0 BTA NS I" IPMMI VJ CR/NSON BARBERRY N' "Mm MAT amxllua RI "PATTERN OP SPLC/BS CM t CH/ONAML I /RC/MIM R/ACl rA"6 Amrwr PLtCLYLNT CLAVP LB 1500 CAYI PZ CORNDS AOta'I 'V/LO I/r ML.(Y %Y ALWT, IXL "6' HLM.VT BFB CLNVP 1ZB 7B/6 cw T LOIOA'CASTIR APJCTIUTA CRAN%RRr CtlfaATISlER r VeMA'T MAr.OB'A5'l /R/LL PLACEYdM ROPI M HT'DRaACLA 0x=-V"4 'PEE IEL'PLL I" VA Al HYDRAACLA 1T dd/CNr CDM OBAS'L//Vli Md ILEX CORAK?A 'B4R/aRD// N/NA• D.I/RP Br/-- —r tI' AlMBT LVM DlNSC/JVl1 M 11 J'E OLABRI JNABLRRY AOLLT tI' BS/CBr p1M OENSd/7r/LL JN 61 JAStl/Ar/V AVMPMO Al I /A'T!R Jr4SWM YI' Arx"COM N1L Bo BJMPLRC6 CMATNSIS SEA "WA'SLA 6REdN R/MPBR W RLM//T DM:OEA6'E//r /Jl n/9 NMPdRJ/S FJMIN /WA LASTA'RN RdD CEDAR B' HL m AfB S/ACLC ST'EY ONLY UP ss 6 LAGLRrlROdY/A /NBMA s PAOR/L/ 'Y /AY/`NACNLi CUM AgWW B• AWMAT BtB S /ACL6 SrLY ONLY lr I61 LJPN L LACLRTTAOdI/Jw /ND/CA r PAUR/d/ 'Y/IY!'WK//!Z aWF *7ArZ6 B' "f wr B f-J SflY ONLY 77 6I P1.7 6T PM/AP/S LAURlXLR,SC/S '.5['A /PLAEN /.1 SCMPLALNJS CYLRRY LA4RBl ZY Ad/OAT GpM OENSL /NLL i ATB CC 6 r /VA CORArfi 'CRLlA6P/Rd CRLLASP/RE LHTLlAr L/NOd'N Z //r Cee BtB SlA6L6' STEP ONLY 1B9 IIS fOT'AL IBJS PATTTR QUALITY SN" PLANTING SCXBlUZZ AoN. A37 QNTY.AAMAL NA"evA60JY Im"A' STALLBO 4V* WA' NA" RBV.fRES T RBIPA3•U Mm dS WOW CIAMW S/ ZZ S17T PAN/R/V V/M4MA/ SI/TC'AO.fASS Ao.Awra, cvidRACE TA' OC SPACIM PY /dC J60 WDAf) .V CERARD // CNASYARTAMN L/T/ ZWT BM B . STEP LVIER OATS r • RI "PATTERN OP SPLC/BS KRM lLY41/S Y/.S /N91W i/AG/N /A I /LO R1T YACNVS fVRPLL WNdPLO /dR PARLtlN Iff BAYLLY P GALLON PLtCLYLNT p/AZtlY PATld.PN OP SPAC /dS L6SMAVlAlN/V SAPlRR/tl - S", L/DY M/DBBG 4 MLC/D/ 00/Aa7T/RY' ZI' 0c SPAC /AC FR/OY i62 rd3'1LCA R/BRA Gd/LNRJV VAN"Mw RLD PLRVf CRWdS Ma PoS7 A mx R Trr" OP SPZC /6t C NeA$= AP/C//L/TA CRANBERRY COJiWLASTLR 1r AEMBr CDAT.BdNSL /IVLL PLACEYdM PLAZA PLANTIAV SCXA' LYILB O-T AFT PMT.6t2 "MAL NAYZ 4V* WA' NA"NST/T RBIPA3•U Mm dS WOW CIAMW S17T TTPZ Ao.Awra, cvidRACE ACx /LCLI 'J210A6'//lNd'LRVAS ®Nd YARROI rB' oC. sPACAG KRM 66 LL'x /NACdA PURf " jfj- 5 HIJILAKC'AL/S 'PARMN Yr YACNVS fVRPLL WNdPLO /dR PARLtlN Iff BAYLLY P GALLON COAT.p/AZtlY PATld.PN OP SPAC /dS L6SMAVlAlN/V SAPlRR/tl - S", L/DY M/DBBG 4 MLC/D/ 00/Aa7T/RY' S" r LADY IWSY COLlvm" ffA lr "" MIT" PLACdYEM CI RZ C NeA$= AP/C//L/TA CRANBERRY COJiWLASTLR 1r AEMBr CDAT.BdNSL /IVLL b9A 1 YDRAACdA pt/LY' /Po/!w 'PLB Idd'PLd Idd' OAdLBAP NYDRAACEA 1B' YB/CP?CDM.BdAa'd//'LLL L/rN LAOdRST.e)dY/I /NDMA z PANAIL 'NACALZ'NACHB7 CRAPE J/YRTLC I' /Jd fir I B t -S STdY ONLY LM SS L/RMPC ANSCARL UL)TOR/'r I'aT COM 1B' OC RR/Y P RAOBODdADAfTN - PJY'PJV AMMaMV..WX tI' HB/OM LDNf B6A5'd /iVLL PENN /SdTLV SLTACMV 'ATiR/RMRNY'PVRPL£ JAVATA/N GRASS WD B OC SPACLAL JNWY P /TTERN ORLTS A Sf /PA 1dAV /SS /VA FIATJJA'R 6RLTS t OP SPJC/d5 PLIC'EYLM TOTAL 908 PERGVAW SFACM LOO" AEOrE AM A'uxarn! W AATVRS AAA "r AY SV7MZWD Ar r" Ma' aP REA "DU P" SMCM MAr A S// Q•LAR JN S/ EE Af V/ TORRn*r PLAN77NG REQUIREMENTS FRONTAGE ALONG ENTRANCE CORRIDOR: Along Route 250 And Route 240) A. 565 LF /35 - 16. 14 B. 16 Canopy Trees Required C. 16 Canopy Trees Provided INTERIOR PARKING LOT: A. 105 Spaces /10 10. 5 B. 17 Canopy Trees Required C. 12 Canopy Trees Provided PARKING LOT SCREENING: A. 392 LF /5 - 78 B. 78 Shrubs Required C. 120 Shrubs Provided SCREENING BETWEEN COMMERCIAL k RESIDENTIAL PROPERTIES: A. 601 LF /10 - 60 • 2 - 120 B. 120 Shrubs Required C. 189 Shrubs Provided and 8 Ornamental Trees TREE CANOPY CALCULATIONS: A. Gross Site Area: 86, 509 S. F. ( 1. 99 Ac) B. 86,509 • 0.10 z 8,651 S.F. C. 15, 161 SF. Canopy Coverage Proposed (17. 5 1TH 0, m o RGE - dA /' E Alt O 5 L K h `• Z s z 0i7i 7 = CC c CL 5 - m a 9 uM e+ s C g 66 o m e c w y 5/ 8/07 am" eY J. NEWSOAIE F a GNED 9Y A. GEORGE o+Eaa D eY 9, S. SAUNDERS SGIE 1 - LO' Lu S aF L ° so O f Z az °€ z 5 W zIV =go° LU O LU p Q CL Q Q bF W U a °E LU Q Z T€ U E2 0 Z wig o N Q a s. o °_ e 02 o r€ a 0 3 04 n 323491 via. SNEEr No. a 22 € GENERAL LANDSCAPE NO jES. ?mo N °p o 0 TYPICAL GRASSED SWAL.E CONFIGURATION PRE - CONSTRUCTION off, Y STARBURST • CONTRACTOR IS RESPONSIBLE FOR CONTACTING 'MISS UTIUTY" AT U C't NO 000 alail DORN FIRST CHECK 1.800.5527001 FOR LOCATION OF ALL UTILITY UNES. TREES SHALL BE S PLANiiNG 61SS AREA DAM TO LOCATED A MINIMUM OF 5 FEET FROM SEWER /WATER CONNECTIONS. NOTIFY ARBOP TAPE OR N7LQV LANDSCAPE ARCHITECT OF CONFUCTS. C4pE A S° INBtvG VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING,tN106 N101at wow-1 VERIFY UST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED E : PRIOR TO BIDDING i 9 lrp Or RBOT 9A1J.SW.4tf- - _- ° - - PROVIDE PLANT MATERIALS OF QUANTITY. SIZE. GENUS. SPECIES, ANDC .. _ _- - - - _ _ _ ___ 9AOVnT A6171£GRADE VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION S a CO SHALL COMPLY WITH RECOMPMENDAMONS AND REQUIREMENTS OF ANSI Z60. 1 i L il . SVFEWM HAIEpxppp - - - - _- ___ __ 'AMERICAN STANDARD FOR NURSERY STOCK'. IF SPECIFIED PLANT MATERIAL ; S> MACH (AM 4 DEPTH) - - - -- - IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABIUTY TO THE ppg AG4a45T 7 ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL EARTH 9Ba/ A4pAVp gVy PROVIDE AND INSTALL ALL PLANTS IN ACCORDANCE WITH DETAILS AND m BED UNE CONTRACT SPECIFICATIONSCKDAMS SPACED 50 FEET ORNAMENTAL Q2I — _ GRASS/PERENNIAL ui C V SCALE AREA CONSTRUCTION A LNttIIeTION1 I -- I I- - I _ oe Sgc, ANEMD AS 4 , 1/ 2' NOe LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND Z . F` i h O LN5IIII~ II II II W o 1 1 MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS G/r t LE' L RIaS 1 Ls' RECOMMENDS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI 260. 1 5 a w = S 7INCE BALL MAN LEADER L /E' a Y x L4' THICK GROMM PADS FOR SWALE 'AMERICAN STANDARD FOR NURSERY STOCK ". z O A , R LEVELITC - TYP. 4 Qt NOLE PLACES SLOPE 1 -3R FOREBAY y c CHECK DAM LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND > w 1TOEPROTECTIONCAUPERWITHASECURELYATTACHED, WATERPROOF TAG BEARING THE CONIFEROUS TREE PLAN77NG DETAIL (TYP) DESIGNATION OF BOTANICAL AND COMMON NAME 1 9 NO SCALE GRATE 4r Tma War la: _ INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/ EXITS AND PARKING AREAS 9 M33161 33 18.15 IN 46 ImNamF OUTLET ACCORDING TO PLANS SO THAT MATERIALS NU NOT INTERFERE WITH M4117 -1 46 1E 1 300 101 M41MF PROTECTION SIGHT DISTANCES. $ `N M6017.1 130 ioll& n 425 150 MOMF PROFILE M720& 1 1` 2 ACMMF NOSCALE CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING p — INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE YGUARANTEE WATER WAUTY Codw11h1A4' 1aadrminIdot OPif1111)} bnaNA. DjLgWd@&wL 10 YR. DEPTH VOLUME PONDING CL TIM Bp*V Cal be amwWW beCOafemdaLe Qmwthor 6' FREEBOARD, UMIT INSPECTIONS/ GUAR N F• m t Adel 1Ml ft _ BOTTOM MOTH 2 -6 FT / 0 c AralaDle in CWT and ahnriean# no a - YR. DEPTH z UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE V Grate ae dWprled to Cary pwWsWm bade a* CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY > G G AIIr111tx1rrl peLee mlToW be ITWAW with Iw aW - v '' COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT DATE plla pod bob bgewAu11e11tlrofl7Ad fangri MATERIAL CONTRACTOR IS RESPONSIBLE FOR SCHEDUUNG A FINAL Q NLIRLAP FRW oP00r4 ore re rdon on 4tYehas * a * 2 - =_ FT INSPECTION BY THE LANDSCAPE ARCHITECT. REIMOW Far Bo0v p IFDAMFACEDWITHDRAWNNm' RIVER STONE ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL RDW1£ Sraa.An FROV ' ' IRONSMM4 TREE GRATES r_r_ NO SECTION RIVER YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING J•' R» f/ i OF mu Q a D PLANTING FOR GRASSED WA F DEATH AND UNSATISFACTORY GROWTH. DETECTS RESULTING FROM NEGLECT R EARTH WW ARpMD BED FOR AROWECTLIM ( > 338. 4786 IOPANICUM IRGA7UM SWITCH GRASS BY lHE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA ANDROPOGON GERARDn BIG BLUE STEM OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT •• q GEORGE OHASMANTHIUM LATIFODUM RIVER OATS THE RESPONSIBNTY OF THE CONTRACTOR. ELYMUS WRGINICUS VIRGINIA WILD RYE CHECKED III_ 94P NA xo[! 7 L2FESTUCA RUBRA RED FESCUE COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF • 5. `- .UMD6t5 z I NOT ARA. tl Stet PLANT MATERIAL APPROVES AND SIZES WILL BE INSPECTED FOR • GERANIUM MACUUNN CRANES BILL THE ABEMARLE COUNTY PLANNING DEPARTMENT PRIOR TO THE RELEASE OF CrncwAL SOIL ATTEND AS REQUIRM THE CERTIFICATE OF OCCUPANCY. • SCALE SI — III =I I =I II NATURALIZED WATER QUALITY SWALE DETAIL E ALL WY WIRES AND STAKES 1 MOTS AFTER INSTALLATIONAKE2MONTHS • BINOKSfIAVBED9D[ NO SCALE REMOVE AgYE NOTE DISE HTALL W 3BRAN.: TREE PROTECTION.OKSEAgO A/47 MFAK dPANL1AS SHRUB PLAN77NG DETAI HEAVY EQUIPMENT VEHICULAR TRAFFIC, AND THE STORAGE OF • No SCALE STARBURST CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE et l OUTSIDE DRIP -UNE OF TREES TO BE PRESERVED AND PROTECTED. TRADITIONS SERIES m' nuc N441• 1®IIOaI11rt OP10N OF911®G SBECT3f511®M0" 94ISM-IB R11103a019' BLSIII11r0 III E M OaF1' 0 RWACI R17 11 1MI)S t gmDe NE •F a sm offm1BKrOE9® IF/KM 1BER06 6x ® MdOf CHIME GKIR07O PoLym ® E mm- O NE C7FBiE r ®1QIIi1Bi FPr AN1T •P 0 S mEE 4' C3 sTWaaESSSLEBUVS4aILLaq• S SBBT Df9FDA00'95>MB r 1leeloRUlc nALOa DOWr•1 ® AarK15• A NO LAND DISTURBING ACTNTY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE j1SS+ COMN— TRBB —RT Loa No. ° o 6TREEGRATEDETAIL BENCH DETAIL 23491 > aNOSCALE No SCALE _ SHEET 23 € a FIRES SHALL NOT BE PERMITTD WITHIN 1DO FEET OF THE OUTSIDE DRIP -UNE OF TREES TO BE PRESERVED AND PROTECTED. h9 b E TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -UNE OF TREES TO BE PRESERVED AND PROTECTED. E s NO LAND DISTURBING ACTNTY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE COUNTY INSPECTOR. O Lu Z L f Z 5 nE 0 W a t u uy Lu o Lu m J LU ; t F a Q U V E2 v Z Lu F N F9p u_roU o$ I Ea Loa No. ° o 6 TREE GRATE DETAIL BENCH DETAIL 23491 > aNOSCALE No SCALE _ SHEET 23 €a a.3 T h I ?M h, 4 9 s >i > Z N r 2 M O S Z o S a fr rF Y C W O Y G ^ O ° oaTE y 51W07 DMWNeY J. NEWSOME 1 A. GEORGE OiEORD M S. SAUNDMS SCALE r =zo 15- ao a. 4 oa 0, 3 a. — '3" a. 3 uc 0.2 0. 3 .4 .5 Tj5 - 5 — GA a. 5 5 .5 0 . 4 0 44 0. 5 a. 5 NOTE: Each outdoor luminaire equipped with a lomp that emits 3, 000 or more initial lumens shall be a fu It cutoff luminaire ona shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public rocds and property in residential or rural areas zoning distncts shall not exceec one — half footcandle- The lens for light type C wil, be flat Helfrich Agency Inc. Capturing the Essence of lighting Suzanne E. Fones 2569 Homeview Drive • Richmond, VA 23294 hone: (604) 346 -8818 • Fax: (804) 346 -8839 Mobile (804) 218- 0616 • Emal suzfones@yahoo. com S Y 15- ui ao U a3 u J d Ln of f Ss W m t b E' Z Uj N = O o 5oU3 es xY 2349 1 SHEET NO. 24 T— i no aumner Lake Series I FBI A/ 6 Architectural Bases & Base Covers J 1196! NA! Aj if L. lalm J i f MR nN NAT Aga Sundard Two -Piece Base Covers ua Aete wn B B rvrw. TU°n . a,Im Mvxren au¢)°r vale.: 310/ 6454M fe 310/218.0399 A D( visfon of ECHO r wo. vlremrAax Nrwrb n. ar. rrrrW, Ir /... P. W 3a G w rWMWD A r1CLU]_D aTT: Amn) s• - xYDA0- r0eYE0 lm= a L. vrcrw ctrl rcmi. M—E Mr-1 WAVY Aluvpuu f MT:I NFAW OsruxAwwvuvs°cw CLFNt TE11K D %AT 22.000' I mas I.EN5. VS: 25M MAX 250n WX. RILThe Sumner Lake Series ax91 . 9 uy.r rm, s4¢ImDru¢. bwrBw Ww.1 5mp1erveDm .N- a- n- e- - »- r- crar; - - Y, r rw•s xre W gym. - xl Mate) A a ,6, AY Q SN • ¢ bl¢riyt e sue ar eon n• or smv gym .rew f axw x, w _ BM A, >. ;, ., , ""•: l ere rea n xr , bWFa , Wb11MiN ., r ao¢aaXea.rtry . L_rJ rr.awra.rr m.aaary, - amrm L• a. rp .1•Typr r.a Mrllm,aXr A A• M wl•vm M .»bm ,1.1)p•mab lawv.bla,r . p•1p•riam baMabrr ..N We.• a .I•Ar.V N•a1 ; W) 'wra.aa xra p.>„•. aa aXaal r - r r.. a . Lnp .,°. rrra •rr bry wl . r4a a..ti A« i Nr, w -Den Mm °- a Wrrel,• W ar4•,rn. a.sa re.paey ar. a, n. rbwarrrc a+a. na. A,Lm• vax.ww 0e•aam m.11. A DIV; 31on of ECHO e 1 amlr rwMLT .run aroVa4 tm..anb.W.n„r rire.rai iwM' ',a .e•,ir•.,.M w,. r rtl .••.Xr w• W iii nma ¢H.m•A,ifl., i,p..uLLei.. , Abe- d.• y. re eer wr.uL Was r s), wuairab ¢ W IN fYV,, Yi IO• ¢l0<Y411.aYVf•' 11weaW M.Ar» .gyy.yy» nur4 ueMYn. Iw na era rernlu es nwa lq Helfrich Agency Inc. Capturing the Essence of Lighting a Suzanne E. Fones 2569 Homeview Drive • Richmond, VA 23294 Phone; (804) 346 -8818 • Fax: (804) 346 -8839 Mobile (804) 218 -0616 • Emat a dmo@yewcom Architectural Arms W bel,m mmvam 5eme •bme m,a •ra• w ar.ded «Am1 PM•. mmkf Eb gl.ap.d'sJmiL AN w•n,.l amMgb 4—inl..d 1.a 9°T7 de x• 4• d d•ae.We a.o„i. dd.p1{•76e.¢a1m r. we.,$ Am.w LLr®dsli,b•,mdvdd'mmiealn arq amy LraaYm a —4hk IWw m,wY Exerr Noftsonc. ps Th,warpiw u• fi,• d. A° T di ba°.Tbsq.dBd mea eibrreblmad•rn. u • E. ap +0•amd mAT,C- a5mp1, ^d- +q •• y° 4ATVVFC DC •:2.a.s .•madmAT.. nc $wpk wd. ig XaXb.rF ATw/DG SC• y .. Terap9mW mAT1AQ5uople miama mhci ATl) /AG 0.6. r6amrd as AT2l AT21 ad ATr mrly o®1'6dfm' eg Flee °e dx rdbeweal a, A T. bu m aqi, L f f AT01 AT.ffi AT01 ATN A7 s AT w ATOT L • AiW 3110/ 64RrI. BLVO¢. G r0 /21ww: et 0/ 646. 6169 me 06A893 A Dhldon Of ECHO WA tl, bn. mLbWm ,ie, wbMY r... , TrbnwbAS• wa 30 Q: L:7: t,E lJ AT = ^ie NMI Il ram r6 ma b w a • a r N s x a x b fl Y e i r n R —ax•J Asa Ale, Atechit cturai! Poles I xr I A ® F Z - 0 9 FOR P= 59 " Cm :aavv,00brriXm dxrA. Ede,. lmidef.)¢ kAlmemOb h %r - Ar A - e - , - A°X - - rn. rP TM Wi,e®d Oun,¢Pmmp¢yvnlbCeEdnd!®IefO,.d Pae teeAUarq.,weel.]lbr. d,hel¢ brwboalmedn d.Mbimad C. t+ B TOeabYmXn.r1 ebldnw dpol, a. he d,wmbd6T4Am),ewetl m ffiA,d o.op«gLaeYw O® ade. mxrabsblGplmw< Si q. Yrraw er. a.rw 1. YmaakW , n. ama wxe¢,nr ar. wr,awe fl...,r a« y :aarb.raar m •,eP reb r, -r ¢p•amab„ z -Am LW¢mbragX 111 s• .rmmawbaav _ _ w :aa, rw• awe recta _ AL • Ws r•a a m - cwr x; rn.b°m ep •6, Le bamrrs' 6 eebrr .mmmsar _ or- aapa¢r,AVGry;.vaman m.rx«rama A ,.[on of ECHO P.xr 33 ro A% Sumner Seri" was 9wIAr. aw.aaGnA <wwAUrrAI ¢r+rronLrexo a.m,Xw•rm,wrbenr, er At,errl¢R INVp wnwau. e + cL r. w` r ATRrM.le,6D awrlAw All. o " ° ' 0 i cioeren, e GLINT {lAla rn nA. WI» rruT.AVmwxaowrx, ep msLCUNw Nlelno.aEltu r. aM®1pl ° us oNiiiYL mm nlM,¢Er rove 1 =P , vl o lb i fl p .gMyrebn.wmW, i: wnLL ' I^ cogs a ups A,rvr°.awe+aamwwm a,e.a •LA,aoam ono., Gnaw. AMOW abm iAe r ia ° r" ruN: iwnw eavwi` xra 11 wat rw+r¢m,ns..eyraa wwn ar,vww Las aw aa x ra,smrt .w WC- 0. BIEBERwoaTimG rurvw¢ v, anorov, Arr rasas.rAe.bow m ,W rAwrAbrY•,{ G vm, rrraq,.ar rawgzxm r.,..m,X,.me wrm,.¢rw¢rx A Dlvi.lon of ECHO G w rWMWD A r1CLU]_D aTT: Amn) s• - xYDA0- r0eYE0 lm= a L. vrcrw ctrl rcmi. M—E Mr-1 WAVY Aluvpuu f MT:I NFAW OsruxAwwvuvs°cw CLFNt TE11K D %AT 22.000' I mas I.EN5. VS: 25M MAX 250n WX. RILThe Sumner Lake Series ax91 . 9 uy.r rm, s4¢ImDru¢. bwrBw Ww.15mp1erveDm .N- a- n- e- - »- r- crar; - - Y, r rw•s xre W gym. - xl Mate) A a ,6, AY Q SN • ¢ bl¢riyt e sue ar eon n• or smv gym .rew f axw x, w _ BM A, >. ;, ., , ""•:l ere rea n xr , bWFa , Wb11MiN ., r ao¢aaXea.rtry . L_rJ rr.awra.rr m.aaary, - amrm L• a. rp .1•Typr r.a Mrllm,aXr A A• M wl•vm M .»bm ,1.1)p•mab lawv.bla,r . p•1p•riam baMabrr ..N We.• a .I•Ar.V N•a1 ; W) ' wra.aa xra p.>„•. aa aXaal r - r r.. a .Lnp .,°. rrra •rr bry wl . r4a a..ti A« i Nr, w -Den Mm °- a Wrrel,• W ar4•,rn. a.sa re.paey ar. a, n. rbwarrrc a+a. na. A,Lm• vax.ww 0e•aam m.11. A DIV; 31on of ECHO e 1 amlr rwMLT .run aroVa4 tm..anb.W.n„r rire.rai iwM' ',a .e•,ir•.,.M w,. r rtl .••.Xr w• W iii nma ¢H.m•A,ifl., i,p..uLLei.. , Abe- d.• y. re eer wr.uL Was r s), wuairab ¢ W IN fYV,, Yi IO• ¢l0<Y411.aYVf•' 11weaW M.Ar» .gyy.yy» nur4 ueMYn. Iw na era rernlu es nwa lq Helfrich Agency Inc. Capturing the Essence of Lighting a Suzanne E. Fones 2569 Homeview Drive • Richmond, VA 23294 Phone; (804) 346 -8818 • Fax: (804) 346 -8839 Mobile (804) 218 -0616 • Emat a dmo@yewcom Architectural Arms W bel,m mmvam 5eme •bme m,a •ra• w ar.ded «Am1 PM•. mmkf Eb gl.ap.d'sJmiL AN w•n,.l amMgb 4—inl..d 1.a 9°T7 de x• 4• d d•ae.We a.o„i. dd.p1{•76e.¢a1m r. we.,$ Am.w LLr®dsli,b•,mdvdd'mmiealn arq amy LraaYm a —4hk IWw m,wY Exerr Noftsonc. ps Th,warpiw u• fi,• d. A° T di ba°.Tbsq.dBd mea eibrreblmad•rn. u • E. ap +0•amd mAT,C- a5mp1, ^d- + q •• y° 4ATVVFC DC •: 2.a.s .•madmAT.. nc $wpk wd. ig XaXb.rF ATw/DG SC• y .. Terap9mW mAT1AQ5uople miama mhci ATl) /AG 0.6. r6amrd as AT2l AT21 ad ATr mrly o®1'6dfm' eg Flee °e dx rdbeweal a, A T. bu m aqi, L f f AT01 AT.ffi AT01 ATN A7 s AT w ATOT L • AiW 3110/ 64RrI. BLVO¢. G r0 / 21ww: et 0/ 646. 6169 me 06A893 A Dhldon Of ECHO WA tl, bn. mLbWm ,ie, wbMY r... , TrbnwbAS• wa 30 Q: L:7: t,E lJ AT = ^ie NMI Il ram r6 ma b w a • a r N s x a x b fl Y e i r n R — ax•J Asa Ale, Atechit cturai! Poles I xr I A ® F Z - 0 9 FOR P= 59 " Cm : aavv,00brriXm dxrA. Ede,. lmidef.)¢ kAlmemOb h %r - Ar A - e - , - A°X - - rn. rP TM Wi,e®d Oun,¢Pmmp¢yvnlbCeEdnd!®IefO,.d Pae teeAUarq.,weel.]lbr. d,hel¢ brwboalmedn d.Mbimad C. t+ B TOeabYmXn.r1 ebldnw dpol, a. he d,wmbd6T4Am),ewetl m ffiA,d o.op«gLaeYw O® ade. mxrabsblGplmw< Si q. Yrraw er. a.rw 1. YmaakW , n. ama wxe¢,nr ar. wr,awe fl...,r a« y :aarb.raar m •,eP reb r, -r ¢ p•amab„ z -Am LW¢mbragX 111 s• .rmmawbaav _ _ w :aa, rw• awe recta _ AL • Ws r•a a m - cwr x; rn.b°m ep •6, Le bamrrs' 6 eebrr .mmmsar _ or- aapa¢r,AVGry;.vaman m.rx«rama A ,.[on of ECHO P.xr 33 ro A% was 9wIAr.nwtl: At,errl¢R INVp b.l¢,abwlAwrn orv,LwrawwrNlrAr. wat rw+r¢m,ns..eyraa WC- 0. bawn Aa•L, eAr m,e a.,r r.bm•r Garr AWxsrwlW rdR. W» rtd FrEv wrm,.¢rw¢rx n•rsawrrrwsLrreavn w•r..re« aervmamr. xra.a rLnao rK Am. bew.a' rasa o. v aT,arnue)aw.rrw,r,yaaM emrw. ,aAawa arar¢..r, Trrr d.ea N1¢ iyaeyyyyNYYYr WbMMx1YY.OMM Y14aLiY atlArwa A¢atb ,iP lyh Maur¢ f. r5 afargOMMfIaP ra.twA+6. J ira amit aEVS alrffl" M3001011 0 00 N/. o..11edolAx. fr+. o M.w,xaL AeaG..1a as ,zmcnwmaI (' a0 umwcwmar 1 \.7( e e°.. mTVw rrn.,mnr Tr Tlw.¢TU.I A. Iw M..alme Yaoe Ta lYrTlitlSMYtl. lbwrs.wa, LaeXe rdaa arl+aa.w,•a brarewea YreYY .,JY Yd rrb.w r 1L.,! , aal8, a wn Lomexa. Fntl,ew ret, W M rnf a,ww b ¢av, l eeieor« 4 r •r, b ¢ C b.w ]°.0a ls¢dassbv a aa i•Nw¢m ro,wemva4 Lrr os mdm a ar.aL arse a.w®,,nemrxa vrar .r..¢.n m CYx a.abuL.L ere rrggr.yrelwx a ryaaat lrtwamerr. rm /vnli verve ¢wbaee, .r.eMi vw aaueanwOrlewb A, WL C* l p C e ar ,p err w a rx,rv Th, bi• TLS,¢ aaWaae.lu rerx, ra Ar+mr .°a..+ wrae MK aw—K rem Gain ri .I.e 1. wr h TWa r , b.m ..> r,vww,. rr arw a +a ywrie as b„ lap rr• a. ea® erle, ew,P ar.¢ a Lm:rrs ar. Yb. r4aa A, w,n r.•. r,aw I,sv, . as see O.Aeer a rtG.a Ire a aA a•ra¢ a+.aem.n Lr »eb tLLZ sr,s r aWb s iqC { ', Rawewle p, bM arpL ),1111 xaw 190 m >n Tll1G Appn¢L 1." 18 Im e),,m.ama,xwam . vmr 9u vbw araa• .. rarrL AT rsop Imf • rmlr m. 8 Q E5 z xin O Z O s O C r3 Q W 0 0 6 0 0' N Z O E E H X M N L a M m A C 0 8 C9 e E Q O tD o m 0 DATE y 518107 Dr " BY J. NEWSOME L G?4m By A. GEORGE L] EO(ED W S. SAUNDERS Scu NONE 3G a rG ° C z S Z U i O a; ta s o W : Z w J W N = O V 3 S= f€ E€ a JOB NO o 'o 23491 sHECr no. $ e 25a WEBER... w r. rrcvn°..nec¢¢. a mw A OMskm of ECHO 310M45- 6799 Im 3101216. 0833 erec.. erepem¢aaw ,r.rwat P..bnrrBArlr).rr '•1+•+ 6