Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201500019 Plan - Approved Final Site Plan and Comps. 2015-10-01
PROJECT SITE DATA FA TH NOMMINI 1-am-00 leff 9- IriffrAvi ff1*7LV&_qL Name of Development: Faith Christian Center International Name of Owner /Developer: Faith Christian Center International, attn. Pastor Wayne Frye I-INAL Tax Map /Parcel Number. TMP 07800- 00- 00 -047A0 0.4123 Parcel 47A; 9.48 acres, DB:3958, PG:27 (17,961 Zoning: Rural area with a special use permit for a church and daycare; Entrance Corridor(EC) Waviers requested and approved: Stream buffer, critical slopes acres Magisterial District: Scottsville sf) County /State: Albemarle County, VA 0.0428 Source of Topography: Field topo run by Roger W. Ray & Associates, Inc. Feb. 18, 2011, updated Feb. 14, 2013 New sidewalk= Source of Survey: Roger W. Ray & Associates, Inc. Oct. 7, 2010 acres Existing Use: Vacant, previously Sleepy Hollow Trailer Park sf) Proposed Use: New church building (0.43 acres), daycare and supporting items. 0.0128 Floor area ratio and lot coverage: (558 Floor area = 16,032 sf or 0.37 acres 10pen space= Lot size = 9.4825 acres acres Ratio = 0.37/9.4825 =0.039 or 3.9% sf) A business sign will be located near Rt. 250 in accordance with the zoning ordinance. Maximum amount of paved park ing/c ircu lat ion=0.8743 acres. Maximum amount of impervious area =0.87 ac. + 0.37 ac. =1.24 ac. SETBACKS BUILDING HEIGHT Setbacks: Adjacent to public streets: Less than 35 -feet 75' building setback Basement and 1 story above 10' parking setback Adjacent to residential and rural districts: 50' building setback 20' parking setback Buffer zone adjacent to residential and rural districts: 20' undisturbed buffer with exceptions in accordance with 21.7.3 PARKING SCHEDULE Required: 3 parking spaces /seat: 399 seats /3 =133 spaces Provided: 150 spaces (5 HC, 145 regular) Typical parking: 9 ft. x 18 ft.; 8 ft. x 18 ft (HC); 90 degrees angle; all paved TRIP GENERATION WEEKDAY ITE AM PEAK HR PM PEAK HR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Church 560 16,198 SF 148 6 3 9 4 5 9 Daycare 565 120 students 538 49 44 93 42 47 89 Total: 685 55 47 102 46 52 98 Source: Turn Lane Analysis Report by The Timmons Group T'i Generation Handbook, 8th ed, ITE I X� I \�4 01 OF \� 4� 1,500 to Inn Drive \ j SITE PLnAN 2184 Richmond Road, Albemarle County, Virginia TAX MAP 78, PARCELS 47A APPLICATION NUMBER SP - 2007 - 28 (Church) APPLICATION NUMBER SP - 2007 - 29 (Daycare) INDEX FOR FINAL SITE PLAN C1.0 - Cover sheet C1.1 - Board of Supervisors Approval Letters C2.0 - Ex. Topography & Demolition -North C2.1 - Ex. Topography & Demolition - Middle C2.2 - Ex. Topography & Demolition -South C2.3 - Ex. Topography & Demolition -Rt. 250 West C2.4 - Ex. Topography & Demolition -Rt. 250 East C3.0 - Site Plan -North C3.1 - Site Plan- Middle C3.2 - Site Plan -South C3.3 - Entrance / Rt. 250 Improvements & Sight Triangles - West C3.4 - Entrance / Rt. 250 Improvements & Sight Triangles - East C4.0 - Entrance Profile L5.0 - Landscape Plan L5.1 - Landscape Detail Plan L5.2 - Stream Buffer Mitigation Plan C6.0 - Lighting Plans C6.1 - Lighting Details C7.0 - Site Notes & Details C14.0 - Stream Buffer Disburbance Plan C15.0 - Critical Slopes Study RW1.0 - Retaining Wall Design RW1.1 - Retaining Wall Design PROPOSED LAND COVERAGE New building= 0.4123 acres (17,961 sf) New pavement= 1.6776 acres (73,076 sf) New well access= 0.0428 acres (1,864 sf) New sidewalk= 0.1286 acres (5,602 sf) New walls= 0.0128 acres (558 sf) 10pen space= 7.2084 acres (313,998 sf) Lot size= 9.4825 acres FLOOD ZONES This property is not located within a defined 100 year flood zone or floodway. WATER & SANITARY SERVICES Well and septic field. All materials and construction methods are to comply with the requirements as outlined in the regulations used by the Health Department. ELECTRIC / TELEPHONE / CABLE TV All service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan. Ci�niC Sign (s) will be placed in accordance with Section 4.15 of the Albemarle County Zoning Ordinance. LEGEND Ex.- Existing T.B.R.-To Be Removed dbl.- double FIRE PROTECTION This site is not in the ACSA Jurisdictional Area. However, a public fire hydrant is located approximately 150 east of the entrance on the north side of Rt. 250. The building will have a sprinkler system. TDACU Screened dumpster. IMPACT AREAS This site is not within a reservoir watershed. This site is not located within a defined 100 -year flood zone. This site is not within the Airport Impact Area. This site is not within a Development Area. This site is along an Entrance Corridor CRITICAL SLOPES The site does have critical slopes. However, the improvements have been placed to minimize the impact. ARB NOTES Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. APPROVALS DATE DEPARTMENT OF COMMUNITY DEV L PMENT PLANNER/ZlONING Ith l p is ENGINEER o -- INSPECTIONS �S ARB j0 /;3- DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY /l/ VIRGINIA DEPARMENT OF TRANSPORTATION ` l� HEALTH DEPARTMENT a 3o st 1 Comfort Inn Commerclal__/� shops Jarman's rt a NEW CHURCH SITE e C.R. Moore -' Eq Well Cdlllna VICINITY MAP DATE May 7, 2014 REVISIONS May 27, 2014 July 21, 2014 GARB COA) August 11, 2014 December 3, 2014 January 14, 2015 August 3, 2015 September 24, 2015 C W H z W � UQ Z z QO �Q Z U "' z LL Q SCALE 1'=50' w J Q z LL �ALTH op 4M. L) BRIAN P. CERTIFICATE No. �0 1459 � `SIGNAL �� BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. @@LP @@U M NERN 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 �_bs e @embar mail.com JOB NUMBER 06 -012 -07 DWG. NAME Final plan 4.pro SHEEP C 1 .0 20 sheets (civil) 3 sheets (landscape architect) 23 sheets total eF AL,g� CO) Sj-6 UIRGtr��` COUNTY OF ALBEMARLE Department of Community Development 401 'McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 September 24, 2010 Faith Christian Center International Inc P 0 Box 2306 Charlottesville Va 22902 RE: SP200700028 Faith Christian Center Intl. /Church & SP200700029 Faith Christian Center Intl. /Daycare Tax Map 78, Parcels 47 and 47A. To whom it may concern: On September 1, 2010, the Albemarle County Board of Supervisors took action on SP200700028 &SP200700029 to allow church use with multi - purpose building including 399 -seat sanctuary, administrative offices, classrooms, playground, as well parking on site on TAX MAP /PARCEL: Tax Map 78, Parcels 47 and 47A in the Scottsville District. This special use permit was approved based on the following conditions: REGARDING SP- 2007 -00028 FAITH CHRISTIAN CHURCH 1. Development of the use shall be in accord with the conceptual plan titled "Faith Christian Center International Special Use Permit- Concept Plan" prepared by Brian P. Smith Civil Engineering, Inc., and dated May 13, 2010 (hereafter "Conceptual Plan "), as determined by the Director of Planning and the Zoning Administrator. To be in accord with the Conceptual Plan, development shall reflect the following major elements within the development essential to the design of the development: building orientation • building mass, shape, and height; • location of buildings and structures • turn lane design; • location of parking areas; relation of buildings and parking to the street. Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance; 2. The area of assembly shall be limited to a maximum three hundred ninety nine (399) -seat sanctuary; 3. Side and rear setbacks shall meet commercial setback standards, as set forth in Section 21.7 of the Albemarle Zoning Ordinance, of fifty (50) feet for structures (excluding signs) and twenty (20) feet for parking lots and loading spaces adjacent to residential uses or residentially zoned properties; 4. All outdoor lighting shall be only full cut -off fixtures and shielded to reflect light away from all abutting properties. A lighting plan limiting light levels at all property lines to no greater than 0.3 foot candles shall be submitted to the Zoning Administrator or their designee for approval shall be required prior to approval of the final site plan; 5. Health Department approval of well and /or septic systems shall be required prior to approval of the final site plan; 6. The area labeled "Re- planting Area" on the Conceptual Plan shall be replanted according to "Restoration /Establishment Table A" in Appendix D of the "Riparian Buffers Modification & Mitigation Manual," published by the Virginia Department of Conservation & Recreation's Chesapeake Bay Local Assistance program. This area shall be replanted with species listed in the brochure titled "Native Plants for Conservation, Restoration, and Landscaping: Piedmont Plateau," published by the Virginia Department of Conservation and Recreation; and 7. If the use, structure, or activity for which this special use permit is issued is not commenced by September 1, 2014, the permit shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. REGARDING SP- 2007 -00029 FAITH CHRISTIAN CHURCH /DAYCARE 1. Development of the use shall be in accord with the conceptual plan titled "Faith Christian Center International Special Use Permit -- Concept Plan" prepared by Brian P. Smith Civil Engineering, Inc., and dated May 13, 2010 (hereafter "Conceptual Plan "), as determined by the Director of Planning and the Zoning Administrator. To be in accord with the Conceptual Plan, development shall reflect the following major elements within the development essential to the design of the development: • building orientation • building I,iass, shape, and height; • location of buildings and structures • tun} lane design; • location of parking areas; • relation of buildings and parking to the street. Minor modificat;c)ns to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance; 2. The maximum number of children shall not exceed fifty (50) or the number of students as approved by the Health Department or the Department of Social Services, whichever is less; 3. Side and rcnr sr.,. :racks shall meet commercial setback standards, as set forth in Section 21.7 of the Albemarle Zoning Ordinance, tof fifty (50) feet for structures (excluding signs) and twenty (20) feet for parking lo!-, and loading spaces adjacent to residential uses or residentially zoned properties; 4. All outdoor lighting shall be only full cut -off fixtures and shielded to reflect light away from all abutting properties. A lighting plan limiting light levels at all property lines to no greater than 0.3 foot cand!os shall be submitted to the Zoning Administrator or their designee for approval shall be required prior to ,,:,proval of the final site plan; 5. Health Department approval of well and /or septic systems shall be required prior to approval of the final site plan; 6. The area laheled "Re- planting Area" on the Conceptual Plan shall be replanted according to Restaratio,i,EsI,;.,,ist�mcnt Table A to Appendix D of the Riparian Buffers Modification & Mitigation t✓_;nu I." published by the Virginia Department of Conservation & Recreation's Chesapeake If:;y Lor,:31 Assistance program. This area shall be replanted with species listed in the brochure ::'_ .l lative Plants for Conservation, Restoration, and Landscaping: Piedmont Plateau," puh,G -h(crf by the Virginia Department of Conservation and Recreation; 7. The Hours t., t: ;c.n f:,r the day care shall not begin earlier than 7:00 A.M. and shall end not later thrin 6:00 l "Al., each day, Monday through Friday, provided that occasional day care - related events may occur after 6:00 P.M.; and 8. If the use, structure, or activity for which this special use permit is issued is not commenced by September 1, 2014, the permit shall be deemed abandoned and the authority granted there under shall thereupon terminate. Please be advised that allhoudh the Albemarle County Board of Supervisors took action on the project noted above, no ust:s on the property as approved above may lawfully begin until all applicable -approvals drive been received and conditions have been met. This includes: • compliance wim conditions of the SPECIAL USE PERMIT; • approval c ;l :md compliance with a SITE PLAN amendment; and • approval r.r ti :'OPltti3i COMPLIANCE CLEARANCE. OiF Al, �'IRGIISt�' COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 March 8, 2013 r Brian P. Smith, PE' 105 West High Street Charlottesville, VA. 22902 RE: SP201200023 Faith Christian Center International TAX MAP 78 PARCEL 47A Dear Mr. Smith: . On February 6, 2013, the Albemarle County Board of Supervisors took action on the above noted special use ;permit to increase day care attendance from 50 to 120 on the, above noted Tax Map Parcel Number in the Scottsville District. This special use permit was approved based on the following conditions: 1. Development of the use shall be in general accord with the conceptual plan titled "Faith Christian Center International Special Use Permit - Concept Plan" prepared by Brian P. Smith Civii.Engineering, Inc., and dated May 13, 2010 (hereafter "Conceptual Plan "), as determined by the Director of Planning and the Zoning Administrator. To be in general accord with'the Conceptual Plan, development shall reflect the following major elements within the development essential to the design of the development: • building orientation • building mass, shape, and height; • location of buildings and structures • turn lane design; • location of parking areas; • relation of buildings and parking to the street. Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance; 2. The maximum number of children shall not exceed one hundred twenty (120) or the number of students as approved by the Health Department or the Department of Social Services, whichever is less; 3. Side and rear setbacks shall meet commercial setback standards, as set forth in Section 21.7 of the ,Albemarle Zoning Ordinance, of fifty (50) feet for structures (excluding signs) and twenty (20) feet for parking lots and loading spaces adjacent to residential uses or residentially zoned properties; 4. All outdoor lighting shall be only full cut -off fixtures and shielded to reflect light away from all abutting. properties. A lighting plan limiting light levels at all property lines to no greater than 0.3 foot candles shall be submitted to the Zoning Administrator or their designee for approval shall be required prior to approval of the final site_ plan; In the event that the usr;, structure or activity for which this special use permit is issued is not commenced within twenty -four (4 ") mmiths from the date of Board approval, it shall be deemed abandoned and the permit terminated. l ,c te, m "co.nmenced" means "construction of any structure necessary to the use of the permit." If you have questions or comments regarding the above -noted action, please do not hesitate to contact Ron Higgins at 29G- 582. Sincerely, V. Wayne Cilimberg Director of Planning Email Cc: T (,x Woavcr Chu,k 'ro,:tor File Page 2 5. Health Department approval of well and /or septic systems shall be required prior to approval of the final site plan; 6. The area labeled "Re- planting Area" on the Conceptual Plan shall be replanted according to "Restoration /Establishment Table A" in Appendix D of the "Riparian Buffers Modification & Mitigation Manual," published by the Virginia Department of Conservation & Recreation's Chesapeake Bay Local Assistance program. This area shall be replanted with species listed in the brochure titled "Native Plants for Conservation, Restoration, and Landscaping: Piedmont Plateau," published by the Virginia Department of Conservation and Recreation; and 7. The hours of operation for the day care shall not begin earlier than 7:00 A.M. and shall end not later than 6:00 P.M., each day, Monday through Friday, provided that occasional day care - related events may occur after 6:00 P.M. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with conditions of the SPECIAL USE PERMIT; • approval of and compliance with.a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. In the event that the use, structure or activity for which this special use permit is issued is not commenced within twenty -four (24) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit." Before beginning Uses as allowed by this special use permit or if you have questions regarding the above -noted action, please contact Rebecca Ragsdale at 296 -5832. Sincerely, V. Wayn Cilimberg Director of Planning Cc Faith Christian Center International Inc. P O Box 2306 Charlottesville, VA. 22902 Email CC: Tex,Weaver, Rebecca Ragsdale, Elise Hackett File w ` 6 ttlw5 DATE June 1, 2015 REVISIONS C W H z W J UQ zz QO Cl) z =w U� z LL Q COO Lv 0 Cf) Ly w C�: ww n J ::) J Cl) < LL > 00 ry 0. 0 Q Q m SCALE N.T.S. o'���hLTH 0p Df o � BRIAN P. SMITH a CERTIFICATE No. .ate 14591 w� n zSSIONAL N P. SMITH, PE ENGINEERING, INC. _1 LF COURSE DESIGN DESIGN H R 0 0 10 PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 `hpspe @emhargmai1.com0 .JOB NUMBER 06 -012 -07 DWG. NAME Final plan 4.pro SHEEP C1.1 MATCH LINE (SEE SHEET C2.1) DATE May 6, 2014 REVISIONS July 21, 2014 September 24, 2014 December 3, 2014 C W H z W J UQ zo z aa �Q =w U� z LL L-) Q 66 F- c �O z Q' z ag oz (D o �- Z.j (n 2 wW 0 —i SCALE 1' =20' A1,TH op Gr BRIAN P. SMffH y CERTIFICATE No. .d 14591 w� o ,�W IDNAL S V P. SMITH, PE ENGINEERING, INC. GOLF COURSE DESIGN VI E-111 I N ME LAND PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 bpspe @embargmail.com, JOB NUMBER DWG. NAME Final plan 4.pro SHEET C�y�i7 MATCH LINE (SEE SHEET C2.2) DATE May 6, 2014 REVISIONS July 21, 2014 Septermber 24, 2014 December 3, 2014 C W z W J UQ zo z Q cf)Q z ry U "' z z Q W C;6 J 0 }` 0 a G Q• cZ og CL CL 0 Z �O ZJ 0 x � SCALE 1' =20' pLTH OF Gt o � BRIAN P. SMITH a CERTIFICATE No. .a� 14591 O ,� ��SSIONAL En6l BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. My M W MaH 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 �—bpspe@embarqmail.com JOB NUMBER 06-012 -07 DWG. NAME Final plan 4.pro SHEET C2v 1 MATCH LINE (SEE SHEET C2.1) DATE May 6, 2014 REVISIONS July 21, 2014 Septermber 24, 2014 October 13, 2014 December 3, 2014 100--i C W H z W J oQ zz QO CIOQ =w F- ,z Q w C;6 cf) D 2 2 � Q � Lv (D Oz ng 00. zo x � W i r) SCALE 1' =20' NLTH op Gr BRIAN P. SMITH a CERTIFICATE No. .o6 14591 w� ov IDNAL RIAN P. SMITH, PE IA ENGINEERING, INC. GOLF COURSE DESIGN 1 ENS 1100 FBI 10 PLANNING 4835 Three Chopt Road Troy. VA 22974 -3012 434.296.3644 ,,bpspe@embarqmai1.com., JOB NUMBER DWG. NAME Final plan 4.pro SHEET C2,2 MATCH LINE (SEE SHEET C2.2) DATE May 6, 2014 REVISIONS July 21, 2014 Septermber 24, 2014 December 3, 2014 100--i C W F- z W J oQ zz QO cf)Q =w U� z Q w ob U) D 2 2 F- Q� C (D OZ 0.g o0. z z� 0 Cn J W o G W L Q ) SCALE Aj,TH peg Gf o z, BRIAN P. SMITH CERTIFICATE No. 1459 �SSIONAL 1 st- � BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN I I N U DESIGN M LAND PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 _bosoe@embaromail.com JOB NUMBER 06-012 -07 DWG. NAME Final plan 4.pro N U w w w s v W Z J U Q MATCH LINE (SEE SHEET C2.2) May 6, 2014 REVISIONS July 21, 2014 September 24, 2014 December 3, 2014 C W z W J 0<1 zo z �Q cz =w z U. L-i Q F- C6 W O = N Q ~ry Lv (D � Z ong z zO CjJ x 0 w2 w D SCALE 1' =20' ALTH 0p Lt BRIAN P. SMITH a CERTIFICATE No. .ate 14591 w� a ,�v ��SSj�NAL E��1 N P. SMITH, PE ENGINEERING, INC. GOLF COURSE DESIGN DESIGN LAND PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 `bpspe @embargmail.com. ,JOB NUMBER 06-012 -07 C A we3 t U. Final plan 4.pro .a1 DATE May 6, 2014 REVISIONS July 21, 2014 August 11, 2014 December 3, 2014 March 4, 2015 July 8, 2015 C W H z W J oQ zz QO �Q z =w ry UF- z t C 0 z Z g CL w F- U) SCALE 1' =20' AI,TH of Gt o � BRIAN P. SMffH y CERTIFICATE No. .off 14591 w� ��ssIONAL El1C'l RIAN P. SMITH, PE IVIL ENGINEERING, INC. GOLF COURSE DESIGN DESIGN 010019 1 R ANIN1M 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 ,,bpspe@embarqmai1.com.0 JOB NUMBER K*8)- z8YA DWG. NAME Final plan 4.pro SHEET C�� MATCH LINE (SEE SHEET C3.2) DATE May 6, 2014 REVISIONS July 21, 2014 August 11, 2014 December 3, 2014 March 4, 2015 May 7, 2015 May 18, 2015 July 28, 2015 r-- C W H z W J oQ zo z �Q rvz =w z LL Q W 0 J Q :2 w SCALE 1' =20' ALTH 0p Lr BRIAN P. SMITH a CERTIFICATE No. .off 14591 w� ��SSIONAL E��1 N P. SMITH, PE ENGINEERING, INC, GOLF COURSE DESIGN DESIGN 0 LAND PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 `bpspe @embargmail.com. JOB NUMBER DWG. NAME Final plan 4.pro SHEET C3.1 May 6, 2014 REVISIONS July 21, 2014 August 11, 2014 December 3, 2014 March 4, 2015 July 8, 2015 September 24, 2015 F1 C W H z W J oQ zz < 01 �Q =w U� z LL Q SCALE 1' =20' w D I 0 cn i w U) o 'SALTH off,, Lf o 'A BRIAN P. SMITH a CERTIFICATE No. 14591 w� o ,�v ONAL E��1 RIAN P. SMITH, PE IVIL ENGINEERING, INC. GOLF COURSE DESIGN :DESIGN LAND PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 JOB NUMBER DWG. NAME Final plan 4.pro SHEET C3.2 MATCH LINE (SEE SHEET C3.2) DATE May 6, 2014 REVISIONS V / i� // // / 75 ' bu2' ldin g setb9ck December 3, 2014 n January 7, 2015 ,.0 August 31, 2015 isl jll� �� % \ LIMITS OF ,AZ DISTURBANCE Sc,, pR�M �� ooMFEC FSR� // // / l /� I ' / NGN OHO / // / To " i"oo TYP. POLE LIG T \ /� R�r'�q p� \ � o $EE C6 /.0 � Ex. Pal/ �� s ° Ex . /t dlephone Pede to 1 � q10 Ex. 15 CMP Inv in= 400.32 � �omPany I IS4Sbl1e Inv out 395.07 2� tree line / / / i Sery lc� 3301 I I / CFA l0 /__ ,/ / / // lr�l is V '/ Easeme cn 4�� Ex. 15 " CMP — _ / / / '— C Inv in= Inv out 395.07 = 388.35 ` This portion of - - - - - - - - - - - - - - Ek. / l I - k' cones _� ' .. _ - - - �T9e concrete ditch -- — obscured by dirt - - - _ - 410 - - _ _ _ _ _ - - _ _ wooa _ _ - ` / / i / I�EW CHANNEL # 1 /GRASS _ "tc � - Ek -_ -- -_ _ _ - - - - -- - - -- _ _ _ _ - - -- - - - - - - -- - Ek / [ITCH E MATTING / '"o�cFO '� DEEP /SLOPES/ / s l l II moo soli \ �e�nt�� `�T �_T - - -- ---------- _----- -- ___ __ __ _ - - - - - -- - - - -�f i� // / 3 �0 1 SLO i X60 I a 'ate � Fx line aashea w \\ \\ - - ��- - - - J -- � ` � - - - -- _` -- -- -- ' __ _ _ — 400 T - -- --------------------------- ---- T -- — - - -- - -- — - - -- ---- - — — ___ — — — — — — — — — — — — - - - - -- - - -x -wee - - - - - - - - - - - - - line_--- __ �'� — 400 - -- - -- - - - -_ _ - - -- -- -- - - - -- _ - -'� _ -� NEB! CONCRETE CHAP4NEL / / _ - -- - --- ___ PTO MATEWEXISTAG / 66 6� F \h1te lin\ \\ \ -` - =- - -_ 390 - -- - - - - -- ----------- -- TT-- T - - - -TT -- -- - - - - - -- -TT T_ _- — -` �T_ - -- T -- NEW ENTRANCF -. --__ x. S e \ ____ - - -� - _ -_ — ```:T - - - - — — — — — — — — 390 _ -- _ _ - - -- _ _ _ - - -- _ _ _ SAW-CUT EXISTING PAVEMENL - -�X_ 3 - \ Whit \\ e11 � \ `�� - 3g -.- _ --- - - - - -- - - ---------------- - - - - -- ---- - - - --- T -- -- T try -3Tne _ -- _- -� — arm WS \ \ \ \ �-_ `\ \ -_ -" �_ __ _ - -- — — — — — — — — — — — — _ — — — - - -- _- - -- — _- — -' Exisii -Pg-t G-ril op�iE -able _ _ -- -- — Fk. Yel �\ - � \ 1 - �... \ \ \ — - ----- - - =� \ -- - - _� _ _ _ — 380 — - `- _ _ - _ - - oraue d- st --wtth 2 1 ine-s- - 37p ma r k e d_F.9 &-G- _' o W P - -� hat �� --' \ \ - -- \ \ x (W \ ESTBpDND \ \ LANES) ----� — -- -= ', \ -� - - - . -_' - : _:�- `� Ex. conc. ditch - - - - T _ --- __ ,- '. - - , -- - chl 9 , , \ \ \ das d \ _ = \ ` solid Ex`�= line \ \ \\ \ 77- UX \e�tr slneS\�nce \\ _'�` ".,`T.,.: ellow line \' .��\\ \ \� \\ U.S. ROUjE,250 \\ \\ �� �\ Ex. solid whit�,\line �� END NEWDASHEDWHITELINE �� 8 to cu° C �° - ___- `�_- \ -- _ / - \ - -'___— _ _ \ �0 \ �� ��Ex. double yel ow line CD - \ \ LLIQ \ _--- ___ = = = =L = _____ =____ __ -- —\ I I - w� \ \ \ 400 — — �� r _- _ �' \ \BOUND LANE) \ \ \ \ \ \ \ \ \ \ I o �_ _--- j �Co LO Z i Ex. concrete curb �� �� -- - - - - - -- - - -/ --- \ \\ w('iWm \ \ CO ul \ w"'cu \ Ex. keep � -o; - - - -- - - -_ _ _ Ex solid ite - - - - -- -- - right sign Ex. edge ofd pavement -� _ _�__ _ _. / - - ,, ---- - - - - -- — — — - - Ex. DI -3A manhole �\ Ex. grass median ``� - —`: --- - - - -Ex. conc. ditch - _ !_- - _ '� ` - " -- _ -- '"-! _--- - - =— � - - -- ------ - - - - -- — - - -- - -- - - - - _ -- -- = -' - ---- - - - - -- -_ Top= 397.40 _ - ` - - \ - - - - - -- _ _- - - -- - - - - -- E — — - - - - - -50 LEFT STORAGE LAN Ex. thru lane 3 Q \ -`_- -- -_ _ - -- - - - -- _ _ -380_ _ - - - 2 Ex. concrete island W �,� �e�� Q� 200' LEFT TAPER LANE Ex. concrete curb NEW SOLID YELLOW LINE Ex. paint level with pavement striping Ex. directional NEW SOLID DOUBLE traffic sign YELLOW LINE Ex. concrete curb Ex. 15" RCP Inv in= 376.13 Ex. pole Inv out = 375.38 BEGIN NEW SOLID WHITE LINE NEW SOLID WHITE LINE BEGIN RE-STRIPPING NEW DASHED WHITE LINE Ex. DI -3B manhole Top = 379.88 THIS DRAWING INDICATES THE LIMITS TO EXPAND THE EASTBOUND LEFT TURN LANE. Line of sight THE ROADWAY SHALL BE RE- PAINTED AS SHOWN TO INDICATE A NEW 250 -FT LEFT TURN for 500' sight distance LANE FOR STORAGE AND A, NEW 200 -FT LEFT TAPER. ALL EXISTING PAINT STRIPPING, THAT 45 mph (11) + 5 -500 IS IN CONFLICT, WILL BE REMOVED. 405 0 HEIGHT OF (OBJECT 400 395 -' i 390 ` — - LINE OF SIGHT 385 _ 380 — -- NEW CHURCH 375 ' -- -_ ENTRANCE 370 Existing grade --_ - --_ Ln 365 — — — -_ — 360 HEIGHT 355 OF EYE 350 345 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 11 +20 11 +40 11 +60 11 +80 12 +00 12 +20 12 +40 12 +60 12 +80 13 +00 13 +20 13 +40 13 +60 13 +80 14 +00 14 +20 14 +40 14 +60 14 +80 15 +00 ROUTE 250 SIGHT DISTANCE (WEST) DATE May 6, 2014 Z J Lv w z W J oQ z z QO �Q z =w U� z Q H z w� Lu W > 3: O, 0.0 2 LU (D oz Lo < N-Ly Lv �- w (D 0 Z05 < °ZS Z w SCALE 1' =20' AT,TH op Dr BRIAN P. SMITH CERTIFICATE No. 14591 w� IONAL E "�1 V P. SMITH, PE ENGINEERING, INC, GOLF COURSE DESIGN :DESIGN E PA. I M I M PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 ,bpspe @embargmail.com0 .JOB NUMBER C�'•;i�T+�i I Fi V0 ki a Final plan 4.pro SHEET �n REVISIONS _U 1J July 21, 2014 December 3, 2014 n January 7, 2015 ,.0 August 31, 2015 isl Sept. 15, 2015 Z J Lv w z W J oQ z z QO �Q z =w U� z Q H z w� Lu W > 3: O, 0.0 2 LU (D oz Lo < N-Ly Lv �- w (D 0 Z05 < °ZS Z w SCALE 1' =20' AT,TH op Dr BRIAN P. SMITH CERTIFICATE No. 14591 w� IONAL E "�1 V P. SMITH, PE ENGINEERING, INC, GOLF COURSE DESIGN :DESIGN E PA. I M I M PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 ,bpspe @embargmail.com0 .JOB NUMBER C�'•;i�T+�i I Fi V0 ki a Final plan 4.pro SHEET �n U w w W w Z U Q MATCH LINE (SEE SHEET C3.2) DATE May 6, 2014 REVISIONS July 21, 2014 December 3, 2014 January 7, 2015 August 3, 2015 ,August 31, 2015 C W F-- z W J UQ z z QO �Q �z W = z LL Q z W F_ :2 W Q W 0 i C � W J t:/ _'n OZ Lo Q Ly N- . F— H C F_ W UI 0 z V5 < C;6 r*100 Z w SCALE 1' =20' o �PLTH OF P o � BRIAN P. SMITH a CERTIFICATE No. .off 14591 w� ss'ONAL E��t BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. @0LF CNME pzgnm 9M D F' lam - LUD MMKIR0 4835 Three Chopt Road Troy, VA 22974 -3012 •434.296.3644 b s ie @embar mail.com JOB NUMBER IDWG. NAME Final plan 4.pro SHEET Q Wert i po \ 1 Ex. M 1/ No \ �• Existing U marking o ange dot wi 2 h lines marked F o Line of sight i \ N DRAINAGI� EASEMENT for 500' sight distance EC.- 1, CLASS 1 \ 45 mph (1 1) + 5 =500 \ \ \ N Q 1 \ `� END NEW GUARDRAIL WITH A Ex. brick building C. R. MOORE Ex. Mailboxes �N`�' \ GR -9 END TREATMENT \ \ \\ WELL DRILLING ' ' , NEW CHANNEL #2 RIP -RAP Ex. telephone pedestal p p / "� � °/ \ \ k (SEE PROFIL� � - ,. -- % � Ex. pavement / w DRAINAGE�EASEMENT Approximate location of waterline easement NE Glenmore Associates Limited Partnership I Ex. 15" CMP - - , ` — — — , 3 1p - % \o ARM N D.B. 1216 -175, 176 Plat \ Inv in= 354.48 \ 3� — — — — — — - , — N \ \ \\ (20' wide centered on location of waterline Inv out = 353.70 = \ \ = —� -- q3\ \ \ \i NEW \ \ \ \G6 nJt -- _ / /1/F� ate \ / Ex• 9 X � ` \` \ Ex. rip -rap fence _ — — — — \ \ � edge of paves �L � -- 7— �i 360 5g _ - - i \X BEG1NiNEW�APER Ex. pavement . \ /30. _ oy Lq / / ° / ° doubly Y e , line \ _- 10+2 p • - -' Edge of pavement ROAD) Ex. rn \ \ 4' 00 -`-- rail - - - -- „- - - - - - - - Ex` guard - �= / - - -- - _- ROUTE 250 (� iCtiMOOD I Ex solid white 1 ine � \ (P — _- — -- - - - - - -� r- -- �' - -- --- - - V�S� r \ _ — _- -- �- - -- - Ex. Inv 15" RCP in= 363.62 ' 35'R w - - -- o\ 'o - _ _ °' id w ite line -- -- _ — o f pavement �d9e - -- Inv out = 361.81 �s 45S NEW EP . \ BEGIN N GUARDRAIL O \ Ex so1 �_ Ex . CD cv 10 +00.00 \ _ `NEi>V CO & Ex turn \ -E �., ®•• �, ® . lane arrow NEW 24" ST e Ye low line (SEE PROFIL doubt turn i u'�' - — — — — Ex ' - guard rail g__- -- , ® —�— --- s Ex . \ \ lane arrow tin white' e rn 3rn - _- — X� �rn po Ex`. turn -)wo zd� �._ d White line e1 Ex. solid / ___ —'- — — - — — — — — — — - ow dash "� 1an� arrow Ex. - / _- .— - - - - - - - - Existing UG fiber optic cable l "`� a'' lid �whlte line -� _ - Ex g�Kd1 rail ®�-_ — _ --_-"� 350 — ~ — — — o�an�e dot with 2 lines marked FO 6 0 v' w �' ' Ex so - Ex. pole --� \ \ \ "G- T \� Ex. box culvert m X \\ -- --- ° ' i 1 \ \ I X 1 \ \ with wing walls \ -_- Ex. guy \ \\ \ \ Ex. pole \ \ Ex. telephone NEW RIGHT TURN TAPER pedestal SAW CUT EXISTING PAVEMENT Ex. underground \ fiber optic marker END NEW SOLID WHITE LINE Ex. information sign NEW SOLID WHITE LINE 405 400 395 390 385 380 NEW CHURCH ENTRANCE HEIGHT OF OBJECT 375 o LINE OF SIGHT LO M 370 - -' 365 HEIGHT '�� Existing 360 OF EYE -- - - ---_- grade _". - - -v - - -- 355 350 14 +60 14 +80 15 +00 15 +20 15 +40 15 +60 15 +80 16 +00 16 +20 1 40 + + + 16 60 16 80 17 _ + + + 00 17 20 17 40 17 60 17 +80 18 +00 18 +20 18 +40 16 +60 + + + 18 80 19 00 19 20 + + + + + 5 19 40 19 60 19 80 20 00 20 ` ROUTE 250 SIGHT DISTANCE (EAST) DATE May 6, 2014 REVISIONS July 21, 2014 December 3, 2014 January 7, 2015 August 3, 2015 ,August 31, 2015 C W F-- z W J UQ z z QO �Q �z W = z LL Q z W F_ :2 W Q W 0 i C � W J t:/ _'n OZ Lo Q Ly N- . F— H C F_ W UI 0 z V5 < C;6 r*100 Z w SCALE 1' =20' o �PLTH OF P o � BRIAN P. SMITH a CERTIFICATE No. .off 14591 w� ss'ONAL E��t BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. @0LF CNME pzgnm 9M D F' lam - LUD MMKIR0 4835 Three Chopt Road Troy, VA 22974 -3012 •434.296.3644 b s ie @embar mail.com JOB NUMBER IDWG. NAME Final plan 4.pro SHEET 405 1 ' 400 / 395 m 390 n r � 00 o / � m '- cn n 385 10 r LOW PT Sta 10 +73.2 < � / / m ,, II w o o 0 0 380 LOW PT ELEV 361_8 < / fi < cn C° ;, cn m ro K LC - 15.0 180.0 ry N u w -N II °o °o O 375`tr -0 m �m wm �'-t -m �/ om LLJ < oII n ,�< m a G) LO w m m �- -' -- ° °000 W ca 370 + CD W O + II ,� + rn __-- — OI `t < nI cn m W v oUl ° w N w � _, -- - _- _ m -- I II Cw II O O LLJ [D O' W _ -- � r < W+ v O w Z 365 -- �-- I c+o �-- ` _ J _- m n z au 0 0 ° ° - - w m + w m -_j I (D 360 < cn .I Q �m ocnr rn cnm r < +�w II o oo O 355 m< r* m m< rn r II o °) NEW 24" RCP STORM o II D o < Ln m °o 00 + Lnm I- m + m II oc,� 350 ° -' of o� z mew orn b WQ) wo ru a) W 345 340 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 ENTRANCE VERTICAL PROFILE- cn m -hy -m 420 -0 m 0) m P- <Ir �O - - - - - -- - + - ° - - -- - -- - -- -+ -c- -- - - - -- - - -- -- woC o� 415 LO LU \ cn Ln ° ° /2.294 — 410 O \ % 0 � .644 % ----405 W - rn -t, m — -- w r- -- �+ rn 400 m m n < -<i < < ,, n W Z F- r+ m n II rn II rn + A C) J < -- c+n + „ ° -o cn 395 II vo �� v o Ul Co -N C) Ul -- 390 Q o °o -- -- -- - - - - -- - - - - - - -- - - - - -- - — ----385 K 0.7 LC 5.00 - - - - - -- - - -- 380 - - -- - -- - - - -- 375 STA 6 +54.41 - -- -- - - - - -- -- -- - - - - -- --IN_TESECTION 370 ELEV 406.55 - - -- -- - - - - -- - - - -- - - - -- 365 15T50 16-00 16T50 August 11, 2014 REVISIONS Sept. 15, 2015 C W z W J UQ zo z r000 �Q =w U z I LL Q SCALE U. 0 C w U z r1w Q z w HORIZ: 1' =20' VERT: 1' =10' �p,LTH op k o � c' BRIAN P. SMITH a CERTIFICATE No. .ate 14591 w� b � ONAL E��1 N P. SMITH, PE ENGINEERING, INC. GOOLF COURSE DESIGN DESIGN 0 L Al I DI PLANNING 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 `bpspe @embargmai1.com_ JOB NUMBER DWG. NAME Final plan 4.pro SHEET MR 20' BUFFER AREA - NO CLEARING OR GRADING PERMITTED. PLANT ADDITIONAL SCREEN TREES IN AREAS WHERE EX. TREES DO NOT PROVIDE RANDOM CLUSTER LIMITS OF CLEARING ADEQUATE SCREENING FROM PLANTINGS OF SMALL & GRADING ADJACENT PROPERTY, WHITE PINES _ 440 q \ A'T' 'W�QDED ARE -EA 30- •' . 4 \ \ \ \\ \\ \\ \ • \ �� _ _ k/� RE8tR -D_ - - - "� =~ - - - - -- - - ,B D - EX:. MIXED SP�FCt�S // /'i 1..._ o \\ \ \ \ \ \ r 'T-YP WOODED'"Af��4 \TO AREA - �CIGI<(y, BE PRE'SE -f?VED 'S,EE SSFi_-T/ L/ � 3� = ' �" • � _ \ / - � �AFET'f'- FENCE, TYP. - D�AI•NEJECD�i -' � ..- ':..: -:. iGp i G / \ \ � \�\ \\ \ \!. �.. �' -- /'� / � � 1 /... • :\ .3.70� . 388 t I \ \ \ \ - ^,.... .._.. / /� / / / � / J \ x ..D'1 _ '�+• / .379 \ / ` ! \ \ \ \\ \ / / / / /�. • may, .. - ' ---�. V \ I \ \\ \ \ ~. ."^• •' / / / / • � .. .1' . �•,.. ^•• ^ 370 . 20' BUFFER AREA - NO CLEARING OR GRADING PERMITTED. PLANT ADDITIONAL SCREEN TREES IN AREAS SAFETY FENCE, TYP, WHERE EX. TREES DO NOT PROVIDE ADEQUATE SCREENING FROM NE-W DRAINAGE ACCESS EASEMENT ADJACENT PROPERTY. 20 WIDE tSEE PLAT FOR MORE DETAIL) - - - -4 _ �LfMLTS� /6F ICLE,AAI�G'` + _ 426 --•._ "` � -...x -^... / 4 f o \ 42" 428 \. 43 / Sao / / . - L,Bf • ?8 430 422 \ ` 0_ _ _ / / ,& ,�i K" D XG \ trio - - - ' / / / ' 'MU)CED/ S13IfCb€SJ D 0 C • F C ~ - 414 416 . / / / / i l0 O5E D /A 9 J � / �,����;e / / I 'PR�t RVED/ iJ �' FJ / 1 . , . \. • - \ � \' .�T -._. ''+....; /:. -'_'. ;,.�I '�...�� +. �.. ` :� Y .y �- Z. � �' .,� - 410 410 ' 40 / ti / 6A �AF �N /GCE,, Pte' R€ -A,., L I G TYP \ -SEE _SHEET_C-5 _ , 20 BUFFER AREA - NO CLEARING -.- - ` s / / / i OR GRADING PERMITTED. 1 x ' ` -\ � - , \ � \ - - �e o _ " l• ,,,,� 400 _ / / / % ' . . 392 3 �`, \ ., .\ �•"• \.: `.`.., 390 / - �^ •'�•. -�•" �i39e / / / / / - . � . 390 - -- - -- -. 16) 1 •' . _ • .;� . � - .-�. // / / . 77 i . � . .. 376 .\ '^` -_ ,-.-. ...-- • � / /� NfW DRAINAGE EASEMENT --- •••iii .O /�\ \i\ 1 - :�.. t w TION PLANTING AREA ACCESS ASSFW SEE SHEET L 5.2 20 WIDE (SrE SAFETY FENCE, TYP. -LIMITS OF CLEARING & GRADINC ZZ LIMITS 100' STREAM BUFFER -NEW DRAINAGE EASEMEN -!W DRAINAGE EASEMENT I I \ MITIGATION PLANTING AREA - �/, SEE SHEET L 5.2 1. NO PLANTINGS, OTHER THAN LOW EVIERGREEN GROUNDCOVER AT CULVERT ENDS, ARE TO BE INSTALLED WITHIN THE VDOT RIGHT -OF -WAY. 2. AREAS WHERE TREES OR WOODED AREAS ARE SPECIFIED FOR PRESERVATION CONSIST OF A MIX OF HARDWOODS AND EVERGREEN'S. THESE AREAS SHALL BE CORDONED -OFF WITH SAFETY FENCE PRIOR TO COMMENCEWENT OF SITE WORK. SILT FENCE MAY TAKE THE PLACE OF SAFETY FENCE WHERE ITS USE FUNCTIONS FOR EROSION CONTROL. ALL EQUIPMENT SHALL BE KEPT AWAY FROM THE DRIIPLINE OF TREES THAT ARE TO BE PRESERVED. 3. ALL GRADED AREAS TO REMAIN AS LANDSCAPE SHALL RECEIVE TOPSOIL, LIME, FERTILIZER, PERMANENT SEEDING AND STRAW MULCH. SLOPES OF 3:1 OR GREATER SHALL ALSO RECEIVE SURFACE ROUGHENING AFTER TOPSOIIL APPLICATION, AS WELL STRAW MULCH AT TWICE THE NORMAL APPLICATION RATE WITH LANDSCAPE NETTING APPLIED ATOP THE STRAW MULCH, WHICH SHALL BE STAPLED TO THE GROUND. SEEDING SHALL BE AS SPECIFIED FOR APPLICATIONS ON LOW- MAINTENANCE: SLOPES AS FOUND ON TABLE 3.32 -D OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. ALL PARKING AREAS SHALL BE ADEQUATELY SCREENED FROM PUBLIC ROADWAYS AND ADJACENT RESIDENTIAL ZONES BY PRESERVED EXISTING VEGETATION, PROPOSED OPAQUE FENCING, PROPOSED RETAINING WALLS AND /OR EXISTING AND PROPOSED BUILDINGS. 5• ALL SITE PLANTINGS OF TREES AND 'SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 6• VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 7• EACH OF THE 8 FILTERRA UNITS SHALL INCLUDE 1 CREPE MYRTLE - ALTERNATING BETWEEN VARIETY NATCHEZ AND SIOUX. 8• THE COMBINATION OF PLANTINGS SHOWN ON THE LANDSCAPE & LIGHTING PLAN AND THOSE ASSOCIATED WITH THE MITIGATION PLAN RESULT IN A TREE CANOPY THAT EXCEEDS THE REQUIREMENT. I9' 1 I C REE NEW DRAINAGE EASEMENT LIMITS OF CLEARING & GRADING LIMITS 100' STREAM BUFFER 20' BUFFER AREA - NO CLEARING - OR GRADING PERMITTED. PLANT ADDITIONAL SCREEN TREES IN AREAS WHERE EX. TREES DO NOT PROVIDE ADEQUATE SCREENING FROM ADJACENT PROPERTY, REQUIREMENT CALCULATION Acres ACER RUBRUM 11 2.5" 1 Total Site Acreage 9.48 2 LONDON PLANETREE PLATANUS ACERFOLIA minus 2.5" 397 4,367 3 Farmland Credit 0.00 4 2.5" 177 Recreational Credit 0.00 SUGAR MAPLE ACER SACCHARUM 5 Space Open Credt 0.00 1,950 5 WHITE OAK Public Credit 0.00 PARKING LOT LANDSCAPING REQUIREMENT School Recreational Areas Credit 0.00 6 SCARLET OAK QUERCUS COCCINEA 17 2.5" 370 Open Space Amenity Credit 0.00 AREA OF PARKING AND VEHICULAR CIRCULATION AREA = 55,703 SF 12 Tree Preservation Credit 0.00 PARKING LOT LANDSCAPE REQUIREMENT © 10% = 5,570 SF FLOWERING DOGWOOD Agent Approved Credit 0.00 5' -6' 124 2,108 Basis for Canopy 9.48 # PARKING SPACES = 150. 150 DIVIDED BY 10 = 15 PARKING LOT TREES REQUIRED. Basis for Canopy 9.48 TREES SHOWN ON LANDSCAPE PLAN THAT QUALIFY AS PARKING LOT LANDSCAPING: Tree Canopy Requirement x 10% 19 4' -5' 41 Total Canopy Area Required 0.95 KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY SUB -TOTAL 4' -5' 3 118 2 LONDON PLANETREE PLATANUS ACERFOLIA 6 2.5" 397 2,382 Tree Preservation Bonus (Not Used) 0.00 4 SUGAR MAPLE ACER SACCHARUM 3 2.5" 390 1,170 Additional Canopy (Landscape Plan) 0.73 5 WHITE OAK QUERCUS ALBA 4 2.5" 243 972 Additional Canopy see Mitigation Plan 1.36 6 SCARLET OAK QUERCUS COCCINEA 15 2.5" 370 5,550 Canopy Provided 2.091 13 ILEX CORNUTA VAR. CHINA GIRL HOLLY 82 24" 14 1,148 MOHAVE PYRACANTHA PYRACANTHA X " MOHAVE" 20 3 -GAL. TOTAL CANOPY 11,222 SF PLANT LIST KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL 1 RED MAPLE ACER RUBRUM 11 2.5" 1 397 4,367 2 LONDON PLANETREE PLATANUS ACERFOLIA 11 2.5" 397 4,367 3 AMERICAN BEECH FAGUS GRANDIFLORA 4 2.5" 177 708 4 SUGAR MAPLE ACER SACCHARUM 5 2.5" 390 1,950 5 WHITE OAK QUERCUS ALBA 9 2.5" 243 2,187 6 SCARLET OAK QUERCUS COCCINEA 17 2.5" 370 6,290 7 REDBUD CERCIS CANADENSIS 12 5' -6' 124 1,488 8 FLOWERING DOGWOOD CORNUS FLORIDA 17 5' -6' 124 2,108 9 SERVICEBERRY AMELANCHIER GRANDIFLORA 15 5' -6' 130 1,950 10 NORWAY SPRUCE PICEA ABIES 19 4' -5' 41 779 11 WHITE PINE PINUS STROBUS 47 4' -5' 3 118 5,546 12 DEODAR CEDAR CEDRUS DEODARA 6 8' -16'4 143 858 13 ILEX CORNUTA VAR. CHINA GIRL HOLLY 82 24" 14 1,148 30 ANDORRA JUNIPER JUNIPERUS HORITONTALIS 'PLUMOSA' 8 3 -GAL. CONT. 15 MOHAVE PYRACANTHA PYRACANTHA X " MOHAVE" 20 3 -GAL. CONT. t SIZE OF PLANT CALIPER TO INCREASE TO 3.5" FOR THE SIX TREES PROPOSED ADJACENT TO ROUTE 250. 3 NUMEROUS WHITE PINE (1' -2') ARE TO BE PLANTED IN GROUPS WITHIN LARGE GRADED SLOPES. 4 ACQUIRE 2 EACH OF 3 DIFFERENT SIZES - INSTALL 1 OF EACH SIZE EACH SIDE. MITIGATION PLANTING AREA - SEE SHEET L 5.2 CONSERVATION \ \ I IO\ I''l .A\ CHECKLIST County of Albemarle Conservation Plan Checklist --To be placed on Landscape Plans (handbook, pp 1II -2S4- 111 -297 for complete specifieations) 1. The following items.shali be shown nn the plan: �I Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); EJ Location and 13rpe of protective fencing; M Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2, Nfarkings: El All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 1K) ido grading shall begin until the tree marking bas been inspected and approved by a County Inspector, 3. Prc- Constraction Conference: 0 'free preservation and protection aneasures shall be reviewed with the contractor on site. 4. I gninment Opera$nn and Storage: and Storage: 1Ieavy equipment, vehicular traffic and storage of construction materials including soil shill not be permitted within the driplines of trees to he saved• 5, hail Frosion and Storinwater Dc- teotioIt Devices: (] Such devices shall not adversely afPcet trees to be saved. 1G. Fires: M Fires are not permitted within 100 feet of the dripline of trees to be saved, 7. Toxic Material.;: 9 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective'venti 'trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or cons(ruction. 9. Tree Wells: W Wien 11ien the ground level must be raised. within the dripline of a tree to he saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: When the ground level roust be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Timneline:, W When trenching is required within the limits of clearbilI it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy £coder roots. 12. C'leanuu• ® Protective fencing shall be the last items removed during the final cleanup, 13. Dama2a Trees: ® Damaged trees shalt be treated immediately by pruning, fertilisation or other methods recommended by a tree specialist. NOTE: IT IS THE i)P**IEI,OPER'S RESPONSIBILITY TO CONFER WITiI TIIE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. !' �. / r'i,t�! GY_ �Al 0WNTtRSIGNATII E (DATE) NOT APPLICABLE CONTRACT PURCHASER SiGiNATURE (DATE,) 511 /06 111 or t 'FiFERRA CONCEPTS, P.C. MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 -531 -3600 mkeller @terraconceptspc.com P4 1� P; PH � �' tH >g ®t U U 1�1 F� LTH OF, .c°� fir• Mark E. Keller r" Celt No. 0239 F" I U �c9 P E A R G�ti SCALE: 1" =50' SIJBMITED: 3 -20 -15 DRAWN BY: MEIN REVISIONS: 1. 8 -3 -15 STAFF COMMENTS 2. 9 -17 -15 STAFF COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also„ these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ® TERRA CONCEPTS, P.C. I SFIEET t OF GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2 -3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIXAND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12 "; TYP. SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR In Anri ^r- ^I rr„r, IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER MULCH LAYER- (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE /-FINISHED GRADE THAN 3" TAPERING UP TO 1" AT TREE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON !!= 12" 2 -3" DOWNHILL SIDE OF FINISHED GRADE 1111 X111- PLANTING AREA - 111 =1� 1 =1 l ii -I 1(- PLANTING SOIL MIX TRENCH EDGE EMpp��EE AROUND AND /OR ALQPNyaN- BIODEGRADABLE _I= 11111 =11 �' ENTIRE AREA `' I1=1I1 =111— TO BE PACKAGING AFTER FINAL = III =11f =111 ~'''• III- III =fI� =111 =1 __ MULCHED PLACEMENT OF ROOTBALL 11.=1 II =II( -11 '�;:. II�111= 1Ti1�1(�IITIlEIII�I -I� -11 i�111 =III �...,.. • .. :`.:': = _ _ _1_ I = I! 1 =1 1 11 i -I I ER, -1 I- ihi -I =1 I I= 111 =1(1 =1 E i =i I'" SCARIFY BASE OF PIT. BREAK - -= -1 11 =1 I i.I 1 =1 11 =I I E- i 1 =I i rI I I -! I i =1 11 =1 11 =1 =1 E F =1 11=1 I �I 11 =1 I! -i 11 =11MI I i =1 I i -f 11 -I 11= 111 =1111 =1 I_ -I! 1 =1 -I )1_i I I -III -i IF AND LOOSEN ALL !i _ _ j1_ -,il= _ _ _ -_ -- J1 = „_ _....... _ - i_ i.. I _I I i_I I i -11I -I I i-1 11=1 11 1 i l -= 11-1 HARDPAN REMOVE AS -� rr( =ITr .Ti_!! . NECESSARY) TO FACILITATE RETURN EXCAVATED SOIL PROPER DRAINAGE ON A SLOPE LIGHTLY O BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM IxOOTBAL]L PITS SETTLING IN FUTURE �,� SECTION L -001 N.T.S. 12” CROWN BED 2 -3 "; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE ! MULCH FINISHED GRADE -- UNDISTURBED SUBGRADE -� CULTIVATE SOIL WITH ROTO- TILLER TO A MIN. DEPTH OF 12 "; BREAK TRHODUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN BED 2 -3 "; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE \ PnW CPAr`lnl(2 12" UNLESS OTHERWISE NOTED _ 12" TYP r r r r r r WIDTH ROW SPACING O.C. SPACING ROOTBALL PLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. BED WIDTH PLAN O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE / PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO TILLER TO ___// CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12 "; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHI U133 PLANTING (SINGLE & DOUR LIE IE�OWS) Ls SECTION, �.AN L -005 Jc N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS ONLY) (1) STAKE & GUY PER TREE. OPTION 1: VERTICAL STAKING (2) STAKES & GUYING PER TREE. SET STAKES 180° AROUND THE TREE. SET GUYING A MININUM OF X2 THE HEIGHT OF TREE AND ABOVE THE LOWEST BRANCHES Ow I!' I I I N R15 S, I % SECTION) PLAN GUY WIRE RUBBER HOSE PLAN OPTION 3: GUY WIRE STAKING (3)- #14 GA. SOILD WIRES TO BE PULLED TAUT WITH GALV. TURNBUCKLE (OR EQUAL) AND SECURED TO GROUND BY (3) -18" MIN. LENGTH TREE STAKES SET BELOW GRADE. SET STAKE & GUYING PER PLAN VIEW MULCH LAYER CULTIVATED SOIL L -002 N.T.S. TRENCH EDGE (TYP) 1 "X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); 2' MAX TENSION FENCE BETWEEN POST PRIOR ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C' RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO -1111 =1111= FORM ROOTBALL PIT ON ' = 1111 = 1111 = DOWNHILL SIDE. JUNIPER PLANTING ON SLOPE 1111 =III I'I_ SET PLANTS PLUMB IIII_Inl =nn_un =1111 ( ) III = 1111 = 1111 =1111 =1111= III SPECIFIED AS LAYER MULCH -1111- 1111 - 1111 =1111= 1111 =11 � ° =��;� :_:- �•:, �- ,� ( ) -1111= 1111 = 1111 =1111 =1111- - 3011 PLANTING SOIL MIX l= 1111 = 1111 = 1111 = 1111 (AS SPECIFIED) 'II- 1111 - 1111= _1111 - IIIIEIIII�' ° -`:;` Y, r ''11= 1111 = 1111 =1111 =1111= =` TRENCH -IIiI -III- 1111 =1111 _ _ II. "" EDGE -11i' 1111= 1111 = 1111 =11 `;; (TYP) ADD EXCAVATED SOIL TO BRING TOP _i1111111- 1111 -1111 -1111 `1 OF ROOTBALL TO FINISHED GRADE. 4" MIN. _ TAMP LIGHTLY PRIOR TO SETTING l =1111_ SHRUB 11=1111 - TO PREVENT SETrTLING. Ililllll =111 - 11111= 1111_ -= -1111= =1111- 1111 =1111- SET TOP OF ROOTBALL -1n1 -1111- LEVEL WITH FINISHED GRADE. 3 1/2" MIN. JLX S S]HI7R UD (JUNIPER) PLANTING ON SLOPE ]� DETAIL L -011 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS. STAKES ON "HIGH" - SIDE OF TREE ONLY. I •uum +lnlum.... .... 221/2 0 O DIRECTION l'- OF SLOPE Z Ow PLAN a W 2� SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS e 5.1 FINISHED GRADE REFER TO TREE -� A ROOTBALL PIT DETAIL 20 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA I' I''I �\ V1INI \C ; K$QL S. I) SECTION, PLAN ft t;,., y"°,.:�•, to .tiy�ti• '`+��^q '� si',rown zvld puffs: rorw-arrl to tlCtn rh; rhneii*t, -,n, r� yj _ �;_� }� -+•max 'i. $ 1.111 hll-llkfle� n :tear toward ycmr ol! to firm Mail at hmttom of rt°rit ;. .. »� x glare �c��t$sitag� x1 i <k , . 11-A ,hariefle of lbnr forward I -" firm MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION Appetrdir C - Flanttng Details toward y satt tea+ l l< k e 6, 1r.(* bat` 2 frr rxt 6:a -t )' oIe E� L -003 N.T.S. BA]R E IR00, PLANTING OF TIRX EIE SAPLINGS I DETAIL Riparian Buffers Guidance Manual L -011 N.T.S. C-3 �o I TERRA CONCEPTS, P.C. MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3690 mkeller@terraconceptspe.com P4 44 &ENT, 40 " f�?�XTH OF Mark E. Keller r' Cem No. 0239 F sc� G�ti .pE AR. SCALE: VARIES SUBMITED: 3 -20 -15 DRAWN BY: MEK REVISIONS: 1.8 -3 -15 STAFF COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ® TERRA CONCEPTS, P.C. SHEET t � � OF t Ei °, �`4�q l�� i', S' a'•'ti� �l�i hq'•`,'i "A ,y� •a 1 w}p,. �y 1 i, 4�Y '4` e5 "a. Pa "4 s torwakrd S. Fill in Inst R Ftrm t''l their Mall lmdrwnr?f by OtArrtr t7 to :nll M' fh ltW.1, with Ott frwo -1, Vivetre 7 . 7, slit 't1t°tltwt, "tits lwti ir1 Ilse tiiK of tlr•c +lit rasetlilod 14 Plarlt.xttr w(-dji.vlt;g I0 wd,i, sol.l. (Sketch L -003 N.T.S. BA]R E IR00, PLANTING OF TIRX EIE SAPLINGS I DETAIL Riparian Buffers Guidance Manual L -011 N.T.S. C-3 �o I TERRA CONCEPTS, P.C. MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3690 mkeller@terraconceptspe.com P4 44 &ENT, 40 " f�?�XTH OF Mark E. Keller r' Cem No. 0239 F sc� G�ti .pE AR. SCALE: VARIES SUBMITED: 3 -20 -15 DRAWN BY: MEK REVISIONS: 1.8 -3 -15 STAFF COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ® TERRA CONCEPTS, P.C. SHEET t � � OF 20' BUFFER AREA - NO CLEARING OR GRADING PERMITTED. PLANT ADDITIONAL SCREEN TREES IN AREAS WHERE EX. TREES DO NOT PROVIDE LIMITS OF CLEARING ADEQUATE SCREENING FROM & GRADING - \ ADJACENT PROPERTY, Z _AA* _ PPOP OS I L T F� -- /`--� \\ \ .� \\ \ ... \ --L I_�t11 -TS OF�CZ E A �N`G , -- �. / / // �� �- ..- .• / � _` 410 if & GRADING- - - \\ \ \ \ \\ \\ \\ 4bb • - NO CLEARING LIMITS OF ARING OR GRADING PERMITTED. PLANT & GRADING ADDITIONAL WHERE EX. TREES DO NOT PROVIDE 100' WPO BUFFER ADEQUATE SCREENING FROM ADJACENT PROPERTY. � A F iii`\ .�` ' ` �� \f �� �► ��1�'' w ��� s t •�¢- •� / ��,�� ���' / �1, . M ip- �Y Ir E, f y, 8 7"� �i± �''��. aa-- ��i:� moo.• ,��.,! .a/ �!:►n�s jr A,r jA}"yJ N�t•,,rf ;; 11��•,� ' d► 'i�i�l a::..M•1y !lo�`.�i^ }Z� A�,= .'�� ..•�y�•t"i t�' y�'.� � • w �`- r - _ - �Qrfi�• �-:d •. Opt rpm V i� C •-•i.r • • L..Y 7!"• eye! r _ v .�:�L •�� • .� '�i v' A? Y ,a1a7.o�:•:+,. �►w.� .lc1R�?' Jim gx; keftilAp ��. `•�T �'��!.E'L.'_a�a�=.:' �.!!S!'�'�"1• ��� ►- �� \�tl�'���'•I�a �:��r�i�- '���i� .e.�1.i����'� /. �- iirj���� � ►•� 1I .. �t'�Ilb •IYir�._ni_ •� fvA'?:�.:�. , F' •. tom' 11y� �' Abp �: E's1• Y ; +•• � N, �w�rV s—�) r.�.r..= .;a;ss�J`.� .� �'�' .�.• �j, �' - ::, �� ,. �;� �,�.;: � !�`*+�• \ I .'\ I \ I I . \ .'\ \ � I \ chi I I •�.'���` .rya � ^,�`w•, \ - '•'' 4 -VVIDE EASEMENT & CLEARING PLANTING; TIMES DESCRIBED ABOVE. r ••. /' DB 197 P 330 - TO PUBLIC VIRGINIA \ I ;� , SERVICE COMPANY THERE ARE AREAS OF THE SITE THAT FALL WITHIN THE 100' WPO BUFFER THAT ARE NOT RIVER BIRCH BETULA NIGRA PROPOSED FILTERRA UNIT AS LIQUIDAMBAR STYRACIFLUA FOUND TO SUPPORT NATIVE CANOPY, UNDERSTORY AND GROUNDCOVER AND, AS SUCH, ARE ALSO NOT GOOD CANDIDATES FOR MITIGATION. PART OF MITIGATION PROGRAM BY ACTION TAKEN BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS (BOS) REGARDING BLACKGUN NYSSA SYLVATICA TO BE PRESERVED WITHIN THE 100' WPO BUFFER AS WELL AS WOODED AREAS WITHIN THE 20' SYCAMORE PLATANUS OCCIDENTALIS THE AREA LABELED PLANTING AREA" ON THE CONCEPTUAL PLAN SHALL BE "RESTORATION SCARLET OAK QUERCUS COCCINEA — OF THE 247 MITIGATION UNITS REQUIRED. THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT HAS NORTHERN RED OAK QUERCUS RUBRA I ; , ASSISTANCE PROGRAM. THIS AREA SHALL BE REPLANTED WITH SPECIES LISTED IN THE "NATIVE 256 -1.5" DOWNY SERVICEBERRY AMELANCHIER ARBOREA .75' EASTERN REDBUD MITIGATION PLANT LIST COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY TREES PLANTING; TIMES DESCRIBED ABOVE. 128 1.5' -2" ASH —LEAF MAPLE ACER NEGUNDO STREAM BUFFER MITIGATION PROGR AM NOTES RED MAPLE ACER RUBRUM THERE ARE AREAS OF THE SITE THAT FALL WITHIN THE 100' WPO BUFFER THAT ARE NOT RIVER BIRCH BETULA NIGRA SWEETGUM LIQUIDAMBAR STYRACIFLUA FOUND TO SUPPORT NATIVE CANOPY, UNDERSTORY AND GROUNDCOVER AND, AS SUCH, ARE ALSO NOT GOOD CANDIDATES FOR MITIGATION. TULIP POPLAR LIRIODENDRON TULIPIFERA BY ACTION TAKEN BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS (BOS) REGARDING BLACKGUN NYSSA SYLVATICA TO BE PRESERVED WITHIN THE 100' WPO BUFFER AS WELL AS WOODED AREAS WITHIN THE 20' SYCAMORE PLATANUS OCCIDENTALIS THE AREA LABELED PLANTING AREA" ON THE CONCEPTUAL PLAN SHALL BE "RESTORATION SCARLET OAK QUERCUS COCCINEA — OF THE 247 MITIGATION UNITS REQUIRED. THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT HAS NORTHERN RED OAK QUERCUS RUBRA VIRGINIA DEPARTMENT OF CONSERVATION & RECREATION'S CHESAPEAKE BAY LOCAL UNDERSTORY TREES ASSISTANCE PROGRAM. THIS AREA SHALL BE REPLANTED WITH SPECIES LISTED IN THE "NATIVE 256 -1.5" DOWNY SERVICEBERRY AMELANCHIER ARBOREA .75' EASTERN REDBUD CERCIS CANADENSIS FLOWERING DOGWOOD CORNUS FLORIDA TABLE A REFERRED TO IN THE BOS ACTION IS IMPLEMENTED ON A "UNIT BASIS ", WHERE A FRINGETREE CHIONANTHUS VIRGINICUS BE EASILY QUANTIFIED FOR REVIEW AND APPROVAL. IN PRACTICE, AT THE TIME OF EVERGREEN TREES INSTALLATION, PLANTS MAY BE SHIFTED WITHIN THE GENERAL AREA IN WHICH THEY ARE DEVELOPMENT PROPOSAL. EASTERN RED CEDAR JUNIPERUS VIRGINIANA EXI`,STING VEGETATION, TO RESPECT THE LIMITS OF THE 20' BUFFER, WHICH IS TO BE WHITE PINE PINUS STROBUS EVERGREEN TREE AS WELL AS TWO UNDERSTORY TREES OR SMALL EVERGREENS AND THREE EASTERN HEMLOCK TSAUGA CANADENSIS REFER TO THE PLANT LIST ON THIS SHEET FOR THE TYPE AND SIZE OF PLANTS CONSIDERED SMALL SHRUBS SUITABLE FOR THIS PROGRAM. DUE TO THE VERY LARGE QUANTITY OF PLANTS REQUIRED 384 15' -18" RED CHOKEBERRY ARONIA ARBUTIFOLIA PROVIDES FOR PLANT OPTIONS WITHIN EACH CATEGORY OF PLANT TYPE REQUIRED. A MIX OF SILKY DOGWOOD CORNUS AMOMUM THIS SITE IS ALSO ENCUMBERED BY THE APPLICATION OF A 20' BUFFER THAT IS WITCH HAZEL HAMAMELIS VIRGINIANA AREAS WHERE TREES OR WOODED AREAS ARE SPECIFIED FOR PRESERVATION SHALL BE WINTERBERRY ILEX VERTICELLATA THE 20' BUFFER. NO DISTURBANCE IS PERMITTED WITHIN THE 20' BUFFER, INCLUDING COMMON ELDERBERRY SAMBUCUS CANADENSIS ALL. EQUIPMENT SHALL BE KEPT AWAY FROM THE DRIPLINE OF TREES THAT ARE TO BE HIGHBUSH BLUEBERRY VACCINIUM CORYMBOSUM IS CURRENTLY OPEN LAND. THOSE AREAS WITHIN THE 20' BUFFER THAT ARE WOODED AT THE PLANTS LISTED ABOVE WERE SELECTED FROM DEQ'S LIST OF "NATIVE PLANTS FOR CONSERVATION, RESTORATION AND LANDSCAPING: PIEDMONT PLATEAU" QUIRED PLANTINGS SHALL OCCUR DURING SPECIFIED SMALL EVERGREEN TREE AND PLANTING; TIMES DESCRIBED ABOVE. 3 SMALL SHRUBS = 450 SF STREAM BUFFER MITIGATION PROGR AM NOTES CANOPY REQUIRENMENT CALCULATION SF ACRES % AREA OF SITE WITHIN 100' WPO BUFFER 108,716 2.50 100 THERE ARE AREAS OF THE SITE THAT FALL WITHIN THE 100' WPO BUFFER THAT ARE NOT AREA OF WPO BUFFER TO BE DISTURBED 49,341 1.13 45 PROPOSED TO BE DISTURBED. THESE AREAS WERE INVESTIGATED AS POTENTIAL LOCATIONS FOR ON —SITE MITIGATION. THESE AREAS DISPLAYED NO NOTEWORTY EROSION AND WERE REQUIRED MITIGATION AREA EQUALS DISTURBED WPO BUFFER AREA X 2. THEREFORE, FOUND TO SUPPORT NATIVE CANOPY, UNDERSTORY AND GROUNDCOVER AND, AS SUCH, ARE ALSO NOT GOOD CANDIDATES FOR MITIGATION. MITIGATION AREA REQUIREMENT EQUALS 49,341 SF X 2 EQUALS 98,682 SF (2.27 AC). BY ACTION TAKEN BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS (BOS) REGARDING M171CATION PLANTINGS ARE TO OCCUR WITHIN THE 100' WPO BUFFER. SUBTRACTING ALREADY STABLE AND VEGETATIVELY DIVERSE AREAS SP -2007- 000289 DATED SEPTEMBER 1, 2010, THE SPECIAL PERMIT WAS GRANTED WITH THE TO BE PRESERVED WITHIN THE 100' WPO BUFFER AS WELL AS WOODED AREAS WITHIN THE 20' FOLLOWING CONDITION ASSOCIATED MITIGATION OF DISTURBED WPO BUFFER AREA: "RE— BUFFER AND OVERHEAD UTILITY EASEMENTS, AN AREA OF ROUGHLY 51,200 SF WITHIN THE WPO THE AREA LABELED PLANTING AREA" ON THE CONCEPTUAL PLAN SHALL BE "RESTORATION BUFFER IS CONSIDERED SUITABLE FOR MITIGATION PLANTINGS. THIS REPRESENTS 128 MITIGATION UNITS SHORT REPLANTED ACCORDING TO / ESTABLISHMENT TABLE A" IN APPENDIX D OF "RIPARIAN — OF THE 247 MITIGATION UNITS REQUIRED. THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT HAS THE BUFFERS MODIFICATION & MITIGATION MANUAL," PUBLISHED BY THE SUGGESTED THAT INCLUSION OF ALTERNATIVE WATER QUALITY MEASURES, SUCH AS VIRGINIA DEPARTMENT OF CONSERVATION & RECREATION'S CHESAPEAKE BAY LOCAL INSTALLATION OF FILTERRA UNITS, WILL BE ACCEPTABLE IN MEETING THE BALANCE OF THE ASSISTANCE PROGRAM. THIS AREA SHALL BE REPLANTED WITH SPECIES LISTED IN THE "NATIVE MITIGATION REQUIREMENT. THESE FILTERRA UNITS AND ANY OTHER MITIGATION MEASURES BROCHURE TITLED PLANTS FOR CONSERVATION, RESTORATION AND LANDSCAPING: INT -ENDED AS PART OF THE MITIGATION PROGRAM SHALL BE INCLUDED ON THE FINAL SITE PIEDMONT PLATEAU," PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVATION & DEVELOPMENT PLANS AND WPO SUBMISSIONS TO BE FILED FOR THIS PROJECT. RECREATION. TO INSURE CLARITY, THIS PLAN GRAPHICALLY REFLECTS THE MITIGATION PLANTINGS AS A TABLE A REFERRED TO IN THE BOS ACTION IS IMPLEMENTED ON A "UNIT BASIS ", WHERE A SERIES OF IDENTICAL MITIGATION UNITS. IN THIS GRAPHIC MANNER THE MITIGATION PLAN CAN UNIT OF MITIGATION IS EQUIVALENT TO 400 SF. TAKING THE REQUIRED MITIGATION AREA OF BE EASILY QUANTIFIED FOR REVIEW AND APPROVAL. IN PRACTICE, AT THE TIME OF 98,682 SF AND DIVIDING BY 400 YIELDS A REQUIREMENT OF 247 MITIGATION UNITS FOR THIS INSTALLATION, PLANTS MAY BE SHIFTED WITHIN THE GENERAL AREA IN WHICH THEY ARE DEVELOPMENT PROPOSAL. GRAPHICALLY PROPOSED ON THE PLAN TO AVOID CONFLICT WITH OTHER IMPROVEMENTS, EXI`,STING VEGETATION, TO RESPECT THE LIMITS OF THE 20' BUFFER, WHICH IS TO BE GENERALLY, EACH MITIGATION UNIT IS TO INCLUDE: ONE CANOPY TREE OR LARGE UNDISTURBED AND TO INSURE THAT THEY RESIDE WITHIN THE 100' WPO BUFFER LIMITS. EVERGREEN TREE AS WELL AS TWO UNDERSTORY TREES OR SMALL EVERGREENS AND THREE SMALL SHRUBS. REFER TO THE PLANT LIST ON THIS SHEET FOR THE TYPE AND SIZE OF PLANTS CONSIDERED SUITABLE FOR THIS PROGRAM. DUE TO THE VERY LARGE QUANTITY OF PLANTS REQUIRED MITIGATION PLANTINGS ARE PROPOSED IN LOCATIONS WHERE THEY WILL NOT CONFLICT WITH AND THE REAL POSSIBILITY OF ENCOUNTERING ISSUES RELATED TO AVAILABILITY THIS PLAN OTHER REQUIRED LANDSCAPING. PROVIDES FOR PLANT OPTIONS WITHIN EACH CATEGORY OF PLANT TYPE REQUIRED. A MIX OF NUI�vIEROUS PLANT SPECIES WITHIN EACH CATEGORY IS CONSIDERED MOST DESIRABLE. THIS SITE IS ALSO ENCUMBERED BY THE APPLICATION OF A 20' BUFFER THAT IS ASSOCIATED WITH MUCH OF ITS BOUNDARY PERIMETER. HOWEVER, THE ABOVE ACTION BY AREAS WHERE TREES OR WOODED AREAS ARE SPECIFIED FOR PRESERVATION SHALL BE THE BOS ESTABLISHED A RE- PLANTING AREA WHICH GRAPHICALLY INCLUDES PORTIONS OF CORDONED-OFF WITH SAFETY FENCE PRIOR TO COMMENCEMENT OF SITE WORK. SILT FENCE THE 20' BUFFER. NO DISTURBANCE IS PERMITTED WITHIN THE 20' BUFFER, INCLUDING MAIM TAKE THE PLACE OF SAFETY FENCE WHERE ITS USE FUNCTIONS FOR EROSION CONTROL. PLANTING EFFORTS. THEREFORE, THIS PLAN DOES NOT PROPOSE NEW MITIGATION PLANTINGS ALL. EQUIPMENT SHALL BE KEPT AWAY FROM THE DRIPLINE OF TREES THAT ARE TO BE WITHIN THE 20' BUFFER, EXCEPT IN A FEW INSTANCES WHERE THE AREA WITHIN THE BUFFER PRESERVED. ALL GRADED AREAS TO REMAIN AS LANDSCAPE SHALL RECEIVE TOPSOIL, LIME, FERTILIZER, PERMANENT SEEDING AND STRAW MULCH. IS CURRENTLY OPEN LAND. THOSE AREAS WITHIN THE 20' BUFFER THAT ARE WOODED AT SLOPES OF UP TO 3:1 SHALL RECEIVE SURFACE ROUGHENING AFTER TOPSOIL APPLICATION, AS WELL AS PERMANENT SEEDING AND THIS TIME ARE PROPOSED TO BE PRESERVED. FIELD OBSERVATION INDICATES THAT THESE EXISTING WOODED STRAW MULCH AT TWICE THE NORMAL APPLICATION RATES. SEE EROSION CONTROL PLAN AREAS HAVE NATIVE CANOPY, UNDERSTORY AND GROUNDCOVER AND ARE NOT GOOD CANDIDATES FOR MITIGATION. THE AND SPECIFICATIONS FOR SEED TYPE. SLOPES GREATER THAN 3:1 SHALL ALSO RECEIVE GOAL IS TO PRESERVE, RATHER THAN COMPROMISE, EXISTING VEGETATION. LANDSCAPE NETTING APPLIED ATOP THE STRAW MULCH, WHICH SHALL BE STAPLED TO THE GROUND. THERE ARE AREAS OF THE SITE THAT FALL WITHIN THE 100' WPO BUFFER THAT ARE TO BE ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE DISTURBED, BUT ARE BEYOND THE BOS- APPROVED REPLANTING AREA LIMITS. THIS MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND APPLICATION PROPOSES TO REPLANT THESE AREAS AS WELL. TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Cl`� TERRA CONCEPTS, P.C. MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 -531 -3600 mkeller @tcrraconceptspe.com P4 I� e ® rT � z � �M4 PH ® U N a E"H � � b 1� e w e"'N ,TH OF F "GI1P Mark E. Keller r' Cem No. 0239 h 'Y U SCALE: 1 " =50' SUBMITED: 3 -20 -15 DRAWN BY: MEIN REVISIONS: 1. 8 -3 -15 STAFF COMMENTS 2.9- 17-15 STAFF COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ® TERRA CONCEPTS, P.C. SHEET t — 1 ('F . . . . . . . . . . . . 90. . . . . . . . . d.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. °°1 o." .ow O.0 G.0 d.0 0.0 C.0 0.0 . a.0. . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (}0 ..0o0.0 0.0 O.0 0.0 0.0 0.0 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0: 00�) 0.0 0.0 O.0 0.0 0.0 0.0 C.0 0.0 0.0 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0. 060 0.0 o.0 0.0 0.0 0.0 0.0 C.0 10.0 0.0 0.0 i • • • *0 *0 • • • i '0. • • • • *o *c. *0 *0 'C 'o '0 i 0.0 0.0 U.0 0.0 .0 .0 0.0 U.0 0.0 0.0 0 0.0 U.0 O.G 0� Q7.0 U.0 .0 .0 .0 .0 .0 .0 .0 0.0 '0.0 0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �0 oJ.O 0.0 0.0 0.0 0.� 0.0 O.0 0.0 0.0 0.0 C.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 CC1000 o.0 0.0 0.C. 0.C. 0.. ).0 O.0 0.0 o.0 0.0 C.0 0.0 ).0 0.0 0.0 .o °. • o.a 0.0 �).o 'J.a 0.0 'J.a o.0 0.0 0.0 'J. a a.o a.o o.a a. C. o.0 0.0 0.0 a.c o.o d.o a.o c.a o.a o.o o.o a.a 0.0 0.0 U.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 a.0 C.0 0.0 0.0 0.0 0.0 ro 0 � . 0 0.0 0.0 0.0 0.0 0.0 0.0 O.G O.G O.G o.O °G. .O 0.0 0.G 0.0 0.0 O.C' G•0 0.0 ?.0 11.0 G.G o.0 0.G C.0 0.0 0.G t).0 0.0 (J 0.0 1). f *n . *0 . • . *0 . *0. . • . *0 *0 . . . U.d 0.0 0.0 0 0.0 .0 0.0 .a 0.0 0 OQIb .0 0.0 0 0.0 0.0 O.G .0 .d 0.1,).0 O.a 0.0 0.0 C.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.C. 0.C. 0.0 0.0 �.� G.0 o.G O.G C.0 G.0 0.0 0.0 0.0 1). 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 ).0 0.0 0.0 0.C. 0.0 d.o 0.0 OS •0+.0 o.0 0.0 C.0 0.0 0.0 0.0 ).0 0 . 0 O.O O.G 0.0 O.G 0.0 O.G O.G O.0 0.0 G.,L.0 O.G 0.1 0.1 0.1 0.2 0.? 0.2 0.1 0.1 0.0 G.0 O.0 a'.t� n0 .0 0.0 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.0 0.0 0. ol)•.(� 0.0 0.1 0.1 0.2 0.4 0.8 -, .2T27.0 1.2 0.3 0.1 0.0 C) .0 0. O.t) 0.0 C.0 o.0 0.0 o.0 0.0 ° • • • *0 • • • • • I • • • • 20• • • • • • • r • • • 0.0 0.0 0.0 .0 0.0 0.0 0.0 o.0 0.0 0:C3W.O 0.1 0.1 �Z5 1.0 .`5 1.x'.8- 1.9 0. t 0.1 0.0 O.0 0.0 .0 0.0 C.0 0.0 0.0 0.0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ).a a.0 0 0.0 0.0 0.1 0.2 'Mk- .4•,2:2 1.3 2.8 3'.� % "2 ,,1.1 0.2 0.0 O.0 U.0 0''0 0.0 C.0 0.0 U.0 o.0 0 . 0 T4 -21,80 i . o • I�■20 G.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0. 0 0 0.0 0.1 0.1 0.3 _ 2:3 2.8 3 4 : t 3.2 1.5' 1.C, 0.3 U.1 O.0 G.a J. t_ 0.0 C.0 0.0 0.0 ` ,�• 0 0 +0 J.0 0.0 0.0 0.0 0.0 '0.0 0.0 0. o-l� 0.0 U.- U.2 Y1.3 1.9 2.€�_ 16.,O"*_ .5 2.9 1.3 0 0.3 0.1 0.0 0.0 0.0 +).0 C.0 0.0 0.J 3.o 0.0 0.0 0.tJ' 0.0 0.0 0.O * o1. 0.1 0.1 0._ 0.5 2 ti ' 1 • . . r ♦ r • 4 1.9 3 5,' .E 5.6 2,5 2.�' 1.9 0. 0.1 0.0 C O9t3 t.0 C.0 d.o T2 "v'�2I80• f 0.0 • • • • • • • i • • • • • • • O.a 0.: J.d U.0 0.0 0.0 0.0.0.0 0.1 b 0. o1.0 2.2 3.� 2 -,4.1 2.4 2 -.9 `_ 1.2 0.2. 0.1 0.C} +.0 0.0 0.0 C.0 ;•20.. • '`v\`'r,. • • - a,Y`,• Y' •MH: .40 • • • • • • • 0.0 0.0 0.o 0. 0 0. 0 0.o 0. 0 0. 0 1 0." 0. 7 ;1' 6`2 2', 9 2 1 3: 2 5, '0 3. 6 2. 4 ;• >$ . 5 1.5 1.2 0.2 0. 1 0 . 0.0 0.0 0.0 C. 0 0 . 0 T4A x4 -21r0 �.. ,.. d.0 0.0 d.d 0.0 0.0 0.0 �J.O U.o 0.1 0.4 1, .5` 3.8 3`� -Z.5 2 b:�' t,3 3 3 ,1`. ;'; '3 1.5 0 +).2 +7 1 0. D.(0 0 *0.0 0 0 0 J a. 0 J. 0 Cb . C� . 1 0. 0. 8, 5_--12."2 1. 5 . 5 . 8 3 0 &,. 2 2r}�'.,; 3. 2 0. 9 0. 1 0. 1 0. l. C o. 0 '0.0 'o.0 ,L .. ,4S''',::, j' 0.0 0.0 0.) 0.J a.0 J.q 0.0 J)0:7.� 0 2 0.h i... 1.5 1. ` °- 2 3.' 4.7 ,2x'%.:;;Cf`.'Z,6M}3.�00.7 0.1 0.1 0. Q . 0.0 o . U *0.0 0 . a *0.0 U . -) r 0 . 0 • �J •t }}}' 0� • • • •'!' ■ ■ ._ ray: " :'•'i�a • • • 2 • • ' • • • 'Q 0 1 ) 1 0.4 1 3` -2.2 1 ..8 1, �1 '6 r ,$' 1 0 0. 0.1 1).O 0 0 0.0 O.0 1.0 ' &+ 0 : 0 11 0. 0 0. 0 0. 0 0. G 0. G 0. C' -=:. �:�:0 .11 0. 1 0.. 3 1 ,_6 `2 . 4 1. 3 1 �3 :(�' 2 5 1`Q6 1. 1 `` 2 :.4 t) . 6 t) ? 0 .1 •0... 0 C �0 �J t) a. 0 0. C 0. a �. 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 ').0 • • 1 i ?';,3. " 1 . 2 r •� t • *n- .20 4:wki i 0 .• �.. ♦ • *0'.' a ♦ •. • • . �• ^ l 6 2:.:i1 1 . 8 1 . 1 6.9'0'1 9 U . r) y r'i* 9 1 '1 2` 4) ,0 . 1 Q. 0 °0 . 0 0 0 . C Ff: n0 il° ; 0.G 0.0 0.0 0.0 �).0 0.0 0 .I G,� 1'6.7 ` 2.,5` 1.5 1.1 r1.0 :''fi 7,'.2 1.2 0.� i } ?� D.�ti0.. ).2 0':1 ,o 0 0..0 oQ �.C' 0.0 0.0 0.0 jo 0.d 0.0 0.0 U.1f 0 6 1,, ,2' 2.4 1. 1 1 i,1;; 1.4 0.6 +).1 0.1 +).1 0�0 0.0 0,d +) 0�0.�� 0,0 0.0 o.0 T4,' „a 1, , G ,t 0.0 d.0 0.0 0.0 0 a 0.a 0 ).l,''0y 1.7 .9 `2.8 2.0 1.4 2•'''> 1.8 0.4 0.1 0.1 0.0 ¢_0,0 O.0 0.0 0.0 0.0 0.0 OJ.G a.0 0.0 • • a • • • i r • •1 •.? • • • • ' AN: 20 b.0 0.0 b.0 0. 0 0 .0 0. 0 0 C 1 3.? j0 . 8 .,- 2:z 2. 3 1. 4 1 •'i -0, ? 1. 7 2. 0 1. 0 U. 0. 1 0. 0 0 0" C?.: 0 +J . 0 0. 0 0. 0 t. 0 0. 0 0. 0 a. Cl U 0. 0.0 t).0 0.0 0.0 0.0 0.0 0. Ord z:�"�:, �.3 1''8 22'3.2 3.'9. $ ;:1.2 1,t0 0.7 0.3 0." 0.0 0 t t r _ ;Q. 0.a 0.0 O.0 0. °0 °G 0.0 0.0 0.0 a , 0. 0 0. 0 0. 0 0. 0 0. 0 U. 0 0. 0 0. 1 0 .' Sy 1 .;1 +6 -2 . 3 3.? 4 �; .:`2 2. 0 .) 0. 2 0. 1 0. 0. 0 fJ.'.IJ,- 0. 0 0 .0 0. 0 0. 0 060.0 0. 0 0. C. 0. 0 0 . 0 1 t+ T4- 1s /J r. 0 . 0 _ 62., 5 1 :> 1t,,t .06 3 `: � 4 Ci''.. � C . � (. 1 C . G a� /0 t . 0 c, . 0 ().0 0 . C) 0 c� *on 0 0 . d *o . 0 �? . 0 0.0 0.0 0.0 10.0 0.0 0.0 G O.G 0.1 0.2 0 � � i i \ • *0 •_ • • , k.. 1. EACH OUTDOOR LUMINAIRE EOUIPPE:D WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS 0-o 0.0 0.(j 0. 0 O. U 0 .� O Q O O ..t . 2 t_+ . 3 .6' 2. 4 2., 0 -14- i 1.1 1. 3 1 2. 3 1. . 0, : 1 O fY . 0 0. 0 0. 0 0. 0 0. 0 �. b a0 . 0 i) . 0 0. 0 0. C. 0.0 0.0 0.0 0.0 0.0 90. o 11) ..C1J O . J 0.1 0 . , 2 1.9 I3 4 t : 9 1 .'1 1` . J'y.r 1,� 1 1.5 0.3 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 SHALL BE A FULL CUTOFF LUMINAIIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT f • . 0.0 AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ` 9 0.2 d d o o o o o . a o ) o d o d o 5 . :- 4 , 0 1 0 d o o a o o . o d o o o 0 2 2 . THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY • 0.0 • •'+ `• `= - .'ws `F "'r • - IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (112) FOOT CANDLE. 0 . 0 0 . 0 0. 0 0.0 0 0 .0 0 .1 OTC 1 . 2 . 5 . 2 4 4 :,2 4 _ 5' :; . 0. 9 "�? . 5 �; 0 . 2 0 . 1 0.0 0 . 0 o . 0 0.A..%lb.0 0.0 0.0 0.0 3. IF A PHOTOCELL IS TO BE USED, IT MUST BE ORDERED AT THE SAME TIME AS THE FIXTURE, �).0 U.G U.0 O.iJ 1 ■ • • 10 ■ •MH: 20 •' • ''f i i filg' a • • • • • • ■ o. Oo�J d.a .o 0.1 a. 1.6 2.7 .4 '.o S i. {.:.;.2 5 1.1 0'.2 `'.i d.o o.o o.d o.o o.�o.110L d o.d o.a o.o o.d AS IT IS FACTORY INSTALLED. .. T4 H 2 4 . FLAT LENS SHALL BE USED ON ALL PARKING AND DRIVE THROUGH LIGHTS. �.o G.o O.o a.o o.o o.o lU.00a.o o.a a.o o.a a.1 a.9 2.711.1j+r�.3 �.' "5i...�,�.':s 1.7 o.s t_.1 �:� c�p�,o o.o *C' .a �. 4 :c� o.� o.0 d.0 t .d 5. PARKING LIGHTS SHALL NOT BE TILTED. c.a �.d o.o a.d o.o a.J tea o.a o.o o.o o.a o.1 0.4 1d.2 a.1 o',v,y ,'h o.r, 0.2 o.I a.o o.o *0`" o o.o t.o d.o o.o o.o d.a 6. EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH SECTION 4.17 AND 32.7 OF THE ° �1 ° ALBEMARLE COUNTY ZONING ORDINANCE. 0.0 O.0 0.0 0.0 0.0 0 0.0 0.a 0.0 0.0 O.0 0.0 0.1T�,.? 2.� 2. ;�_i,5 0.1 a.1' 0,1 '0.1 0.0 0.0 0.0 0.0 O. a. a 0.0 0-:0.,_0.0 0.0 0.0 o.o 'k /0.0 -'_ 7. NO OUTDOOR LUMINAIRES SHALL BE MOUNTED OR PLACED AT A LOCATION THIS IS MORE THAN "0. • '0. M1: 20• . gg .,, • • • TWENTY (20) FEET IN HEIGHT. 0 0.0 0.0 0.0 0.0 a.+ o. 0.0 o.0 0.0 0.0 0 0.0 0.1 o.8 1.9''`2.2 1k.0 U.1 0.1 U.0 0:0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 ' <� 0. 0 . 0 ^>, 0.n ).0 0.0 6g . 0 0. 0 O. o i O r o *J . O 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 *,) . 2 0. 9 �` \\3 1.86\, 0. 4 0. 1 0. 0' 0 .0 0. 0 0. 0 0. 0 0. 0 �/-c i 0 0. 0 0. 0 0. 0 0. 0 . 3.� .�' • • a • • • • • *0 • t! • Y.A. 110 •' r � w.. *Q • � • • • f C).0 a.0 a.0 C0.0 0.o a.do • 4O a • O *0 'o `0 • • .0 .0 .O .0 0.0 .0 O.J .a a.l .i' 1.312.�i 1'wU .22 0.0 0`.C)`O.o U. ?' .0 O 0.0 0.0 0.0 '0.0 T2 0. 0 0. 0 0. 0 0. 0 (7 . 0 *0. . 0. 0 0. 0 0.0 '). 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 1 0 MH 1? 4 2\ 5 2. 1 0. 4 +0 . 1 0. 0 0. 0 �J :' fa 0. 0• jri . 0 0. 0 1) . 0 0. 0 0. 0 0 . 0 0.0 0.0 0.0 0.0 6.0 0.0 O.0 0.0 O.O O.O 0.0 O.O O.C1 O.0 O.:J o.0 O.0 IJ .1 j.4 1. l 2.1 8 0.1 o.0 b.0 O.0 O.Cl Cl'.P 0.0 ..0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 o.0 0.0 0 �.a 0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 O.,) 0.0 0.0 0.1 �.2 1.0 2.9 1 0.2 0.0 0.0 n.0 O.Q -U'.O 0.0 O.d 0 0 0.0 0.0 �.� T2 -, • • • • • *0 10-0 10-0 '0-0 10-1) 10.0 10-0 10-0 • • • • • • MH:• 20 '' • • • i ?1 • 0-0 0.0 0-0 0 00 0 Q) , () 0. 0 O. J 0. 0 0 0 0 1 0 1 1 3 4� €�� � 0 4 0 1 0 0 �)I' 0 0 0 0 6 0 0 0 0 0 G 6 'tt 0 0 1 0.0 0.0 0. �?'.� "- u').0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1 �,6 2.3'� 0.5 0.1 0.0 0.0 0.0 �.G• U.0 O 0.0 0.0 0.0 Q.0 0.0 .0 0.0 O1.0 0.0 0.0 O.a 0.0 0.0 0.0 G.0 0.0 G.0 0.0 0.0 0.0 0.0 G.l 0.2 1.''t 3.0 .2 0.1 0.0 0.0 0.0 :C O.0 0.0 0.0 0.0 0.0 0. 0 4 • ' • • • ■ • *o "o *0 • • • '0 *0 "o *o '0 *0 • *n '1 • ': • • • • J .0 • 'Y • • 0 U.0 O).0 0.0 .0 .0 .0 ,).0 0.0 0.0 .0 .0 .0 .0 .0 .0 J.1 .3 .5 .4 0 0.1 0.0 0.0 0.0 + .0 .0 0.0 C.�? 0.0 0.0 T2 • • *0 • 70 • • • • • • • *0 • • • • • • MHi 20 • *0 10 70 *0 o *0 *0 10 d; • o.0 +J.O .0 0).0 .0 G.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 r1,0 0.0 0.0 0.0 0.0 0.1 0.9 �.7 �4 .' .0 .0 .0 .0 .0 .0 .0 0.0 0.0 CNI 0 ;. 0.0 0.0 0.0 U. 0) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 U.3 .9 3 0.2 0.0 0.0 0.0 .0 0 °0 U.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0 .0 0} . 0 J 0 0. 0 ). 0 0.0 0. 0 0. 0 0 .0 0 .0 0. 0 0. 0 0. 0 0. 0 J. 0 0. l 1. 0 3. 0 ; 9 0 .2 0. 0 0. 0 0 (L 09 *o-. O 0 :x..,;0 . 0 0. 0 0. 0 0 T2 MH� 20 0.0 0.0 0.0 0.0 0).0 0.0 0.0 0.�� 0.0 0.0 0.0 0.0 0.0 0.0 O.d 0.0 ��.d 0.0 i,.2 1.9 .7 4 0.2 0.0 )_0 ) l.'0 0.0 0.0 0: }� 0.0 0.0 T 0.0 0.0 0.0 0.0 01.0 0.0 0.0 ).0 0.0 0.0 `.0.0 0.0 O.a 0.0 O.t) 0.0 0.1 0.1 0. .1 1!7 0.2 0.G 1). ;X7.0 0°60.0 0.0 0.0 0.0 0.0 n =ui?y i • • • '0 • 'C' T� • *0 *n. • r • f� Qr *o *o • • 0.0 0.0 0.0 C�.O 0.0 0.0 O.d 0.0 0.0 0.0 U.0 0.0(j 0.3 O.d 0.0 .0 J.0 .7 1. .2 2 i3 .2 Q d•0 0�_ U.0 .0 .0 0.0 0.0 0. r^ 0.0 0.0 U.o 0.0 O.d 0.0 O.0 0.0 0.0 0.0 0.0 0. 0. 0 0.0 0.0 0.1 1.2 �.6 2'2t 0.2 0.0 0.0 0_._Q_ �, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +J.O 0.0 0.0 O. +J 0.0 0.0 O.r) o.0 0.0 0.0 O.G�J•. 1 +), i l,l 0.0 0.0 0. 0.0 o.0 o 0 0.0 0.0 r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 o.0 0.C) 0.0 0.0 0.0 0.0 C0 4 0 +).1 0.0 0.0 0.0 Ci 0.a U:'d 0.0 0.0 0.0 . . . 0. - "9 0.0 0.0 0.0 0.0 'o.0 *0.0 '0.0 0. 0 0. 0 0, 0 '0.0 0. a O.4k _ =£a Q! =.1 G. °'4 C.: o. 0 i) , 0 0 .0 C, Ci :0 s•.�1,, n■ a 0.0 0. 0 i7. 0 - -- ,,.. • • • • • *0 • is r' z a • o t *0 *0 • • 0.0 0 • • • *0 'o *0 • • ■ .0 0.0 U.0 0.0 0.0 .0 .7 .0 0.0 0.0 0:0 .0 0.0 0.0 0.1 0 .!� �.0 .0 .0 0.0 0.0 • • • *0 ♦ *0 • °i Cl• .a.M:.:� J 0.0 0.0 0.0 . G 0 • • . 0 0 .0 . 0 . 0 . 0 . a . G . 0 13.0 . 0 . 0 Cr'.-0'_' 0 . 0 O .OJ 0 �D% ,. Q ,-_• *o *o • 0. 0 . 0 .0 o. 0 i,uminairn Snhrdul r. S vl Qty Label Arrangement Total Lamp L�s LLF D esari tlm _=77 11 T4 SINGLE N.A. 1.000 ARE - EDG- 4M- DA- 04 -E -UL- 700 -57K N.A. N.A. 14 T2 SINGLE N.A. 1.000 ARE- EDG-2M- 1)A- 04 -E -UL- 700 -57K 1 N.A. 5 T4-2160 BACK-BACK N.A. 1.000 AP.E- EDG- 4M- DA- 04 -E-UL- 700 -57K 2.30 1 T4-3170 3 @ -..n DFGRFFfl N.A. l.il (lfl ARF-FD G-4 V- F) A- 114 -F -,+D -711 f1-.57K Calculation Suavnary Labcl CalcTypc Unit. Avg Max Min Avg 'n Ma Min PROP LINE Ill-inance Fc 0.01 0.3 0.0 N.A. N.A. SITE I11-inance Fc 0.33 b.2, U.L N.A. N.A. ENT ROAD Ill-in Fc 2 .30 4 .6 1. C 2.30 4 . 60 PARKING 211-inance Fc 2.56 6.5 1.0 2.56 6.50 ol�lt5 r DATE April 7, 2014 REVISIONS July 18, 2014 July 23, 2014 September 8, 2014 March 4, 2015 August 31, 2015 C W z W J oQ zz QO F- Q Cj) z =w U F- z Z Q Z g a F- V J LL SCALE N.T.S. ALTH op a � BRIAN P. SMITH a CERTIFICATE No. 14591 z ��SSjoxaL E��l AN P. SMITH, PE 1L ENGINEERING, INC. WOMMOMRN 13 Lao FLMR�99 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 �-bpspe @embargmail.com J JOB NUMBER 06 -012 -07 DWG. NAME Final plan 4.pro SHEET ARE - EDG -2M -DA Cree EdgeT" Area Luminaire - Type II Medium - Direct Arm Mount Ordering Information Example ARE- EDG2t'1- DA- 04- E- UL -SV- 350- OPTIOhlo 271" Dlrn. (688mm) AL 121"(30(imm) 13.1" 141" (357m m) (460mm) r4 Optional Photocell 9 D" Receptacle Location (229mrn) 20.1" (510mm) 14 221" 560mm 2.1" Convenient, 20 Interlocking (53mm) Mounting Y ° Method 3 9" "A' 4. (99mm) llt7 I LED Count (Xlo) Dlrn. 104 121"(30(imm) 106 141" (357m m) 108 161" (408mrn) 10 18.1" (459rnm) 72 20.1" (510mm) 14 221" 560mm 16 241" (611mm) 20 281" (713mm) 24 321" (814mm) ARE -EDG 2M DA 121" 306mm) E 141" (357mm - Availableon luminaireswAh 40- 601E11 161" (408mm) TECHNOLOGY C@US 18.111 (459mm) www,cree-zonyilghting T (800) 236 -6800 F (262) 504 -5415 201" (510mm) 221" 560mm) \ ♦ a' 241" (611mm) 20 287 (713mm) 24 € \ 5 6544 R2U 1)r -�2 F� 4- llt7 I 6h _2 5 .31 e 112_ v 0_5 r ).. f015 91 35T 40K 4000W Color Temperature ARE -EDG 21111 DA 04 E UL SU 350' 40K 4000KCoI%Temperature 06 Type 11 DIro Al 06 35 Orl Universal Silver (Standard) 350irnA - Cokrte rr erlurrinare 08 bled lum 120 -277V 08 525' 120 -2-TV BK 525' DIN 0 -10� J D1mm in 9 I) 158. 20 UH 1D 525tH UH Black 525rrd Col rolbyotheis 12 29 8311063 14 65 21.756 63UOG3 209511 R311UG3 r Universal 12 700" Universal & 700-' Refertodirm -ingspec sheet for details 14 347 -480V 14 700mr't 347 -MOV Bronze 70OTA Canl exceed specrfieddrivecurrent 16 On 10 34 16 8.876 1475? 34 P F Fuse 20 030 0 1 347V 20 14... 347V Ntmuirl ` When (cell dldates fusing. use timeclelayfuse 24 194 24 - Rbt- availeblewithallIVLoptiOns Nierto WH 21321 N)t available with all options _ferto a L pl RP 9: 531 83�UUG3 112 White 037 ML spec s hE t foravai h bil iry with ML options White NL spec street for avai with MLoptions rrr 7. ' 9 I LIO G2 10842 82 UO �2 HL Hi/ Low (175 / 3501525 Dual Circuit Input) 6 , HL Hi Low 175 1 350 r 525 Dual Circuit In ut 0 iA 029 - Referto NL s pe: sheet fordetaik 4 kefert o NL s peC sheet fordeka k - Sensor not indaded Sem orn s of ncluded P photocell P photocell - NotavailablewthallIoptions Refute -NA mil with all MIL options Re Ter to ML spry sheet forava ilahilrfy with ML options ML spec sheet forava ilabilly wit h ML opt ions -Must spec fij vol other than UH - I sl voha-_otherthanI R NEMAPhotocell Receptacle R NEMAPl ere R p tacle - NDtavailablewdhallMLop:ons NPI-to -N,t availa'akwlthallMLopti ns Referto ML spec sheet for availability wilt h ML options IL n s fo r availability >Y with Mo N ins - Photocell by others - Phollocell tyottlers ML Multi -level ML Multi-level - Referto NL spec sheet fordetak - Ref _r to n spec sheet fordeta ik tseeww, acreemrrVlghtingVplodLcts )WanaMt forwarrantyterms Dim. „A.. •AYali loon luminaires with 60 -2401 121" 306mm) •' Available on luminaireswdh 40160 LEDs. 141" (357mm - Availableon luminaireswAh 40- 601E11 161" (408mm) TECHNOLOGY C@US 18.111 (459mm) www,cree-zonyilghting T (800) 236 -6800 F (262) 504 -5415 ARE - EDG -4M -DA Cree Edge'" Area Luminaire - Type IV Medium - Direct Arm Mount Rev Dare 09/24/13 Ordering Information Example ARE- EDG- 41d- DA- 04- E -UL -SV -350- OPTIONS AnItill r5ilit1FI!111 Ll U !Mr!!= 271" (688mm) � 181.1" (460mm) r - Optional Photocell 910" Receptacle Location (229mrn) 21„ Convenient, A (53mm) Interlocking Mounting 0 Method 3 9" rt------ ---- - (99mm) LED Count 0x10) Dim. „A.. 104 121" 306mm) (06 141" (357mm (08 161" (408mm) 10 18.111 (459mm) 12 14 201" (510mm) 221" 560mm) 16 241" (611mm) 20 287 (713mm) 24 321" (814rnrn ARE -EDG 4M DA L ®Cnnnt rK101 E g� �Gng" a�rMTSn - Avaiable on luminaries with 41) -60 LEDs. EIiG �ting�` r"rrnan ®BetaLM:1 U� us TECHNOLOGY www.cree.conyllghting T (800) 236 -6800 F (262) 504 -5415 5 6544 R2U 1)r -�2 F� 4- llt7 I 6h _2 5 .31 e 112_ v 0_5 r ).. f015 91 35T 40K 4000W Color Temperature All 41411 DA 04 E UL Type IV Du riArm 06 10 Universal Silver (Sta ncla rd) 35 Orl - GAIteI rat ure per Iu mina ire 110 Medium Oi 08 a 041 120 -277V BK 525' DIN 0-10W Dimming I) 158. 20 UH Black 525tH Comtrolbyothers ::;:.:.(147:: >':; '' > >� :;; >s.i)�35 9� 12 29 8311063 14 65 21.756 63UOG3 209511 R311UG3 r Universal BI 700" Referiodimrringspecsheetfordetaih 047 20 ZM 14 347 -480V Bt'oh& 700mr't Gan'texceedspeciiieddrivecurrent 2111049 16 On 10 34 PB 8.876 1475? F Fuse 101 171 OS? 043 074 20 030 0 1 347V Pl3tinum6lGnte 14... -When cock dictates fusing, us- timechlayfuse ` 24 194 WH - Rbt- availeblewithallIVLoptiOns Nierto � ,0.5. 21321 83110 G3 9: 531 83�UUG3 112 White 037 ML spec s hE t foravai h bil iry with ML options n rrr 7. ' 9 I LIO G2 10842 82 UO �2 HL Hi/ Low (175 / 3501525 Dual Circuit Input) 6 0_.6.. 7 ".5 0 iA 029 - Referto NL s pe: sheet fordetaik 4 - Sensor not indaded P photocell - NotavailablewthallIoptions Refute ML spry sheet forava ilahilrfy with ML options -Must spec fij vol other than UH R NEMAPhotocell Receptacle - NDtavailablewdhallMLop:ons NPI-to ML spec sheet for availability wilt h ML options - Photocell by others ML Multi -level - Referto NL spec sheet fordetak t Seewmvcwjoom/ Ilghting /podLrtb4anantyforuia'mrAyterms .:: Wlwiirl '60 5700K 4000K ' Avaihhie on luminaires with 60 -210 LEDs L ®Cnnnt rK101 "Availableon luminaueswlth 40160 LEDs. g� �Gng" a�rMTSn - Avaiable on luminaries with 41) -60 LEDs. EIiG �ting�` r"rrnan ®BetaLM:1 U� us TECHNOLOGY www.cree.conyllghting T (800) 236 -6800 F (262) 504 -5415 ARE- EDG -2M -DA Product Specifications CONSTRUCTION &MATERIALS Slim, low profile, minimizing wind load requirements Luminaire sides are rugged die cast alummumwith integral, weathertight LED driver compartments and high performance heat sinks Convenient interlocking mounting method Mounting housing is rugged die cast aluminum mounting to3 -6" (76- 152mm) square or round pole, secured by two 5 /16-12 UNC bolts spaced on 2" (51mm) centers Includes leaf/ debris guard Exclusive Colorfast DeltaGuard° finish features an E -Coat epoxy primer with an ultra - durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Standard is silver. Bronze, black, white, and platinum bronze are also available ELECTRICAL SYSTEM • Input Voltage: 120 -277V or347 -48oV, 50 /6411z, Classl drivers • PowerFactor: > 09at full load • Total Harmonlc Distortion: < 20% at full load Integral weathertight electrical box with terminal strips (12Ga -2OGa) for easy Power hookup i • Integral1OkV surge suppression protection standard To address inrush current, slow blow fuse or type C / D breai:er should be used i REGULATORY & VOLUNTARY QUALIFICATIONS cULus Listed • Suitable for wet locations Enclosure rated IP66 per IPC 60529when ordered without P or P optiors • Consult factory fo- CE Certified products • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE /ANSI I. C62 41.2 Luminaire and finish endurance tested to withstand5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Product qualified on the DesignLights Consortium'" ("DI Qualified Products List ( "QPL") when ordered without full backlight control shield • Meets BuyAmencan requirements within ARRA Lumen Output, Electrical, and Lumen Maintenance Data Photon etry All published lurrinaire photometric testing performed to IEShh1 LM -79 -03 standards bya NVLAP certified labortory. ip o' frrurcunurgkpdvar \'l1lTf ■ ■ ■ ■d��1►i1 ME INNER M INZWE ■■■■■lam ■■■Ini CSA Test Report #: 6371 AIRE- EDG -211 '•-12- E- UL-525-40K ARE - EDG- 211- "- 06- E- UL-700-40K Mlounrng Height: 25'(76m)Al Initial Delivered Lumens. 10,965 1nutial Delivered Lumens: 17.710 1 initial PC at grade IES Files To obtain an IES file specife to your prcj�tccsnsult: httpl/wwwc tee m milig htin gjtco I sand -sup prortJekterbr -ies- configuration -tr,ol uua puwLUmyen may uayoeruear +, inn +,m. minas venere, wmarc- Fa bare uNTAcn on i e Ill lLG (edddiglt{.tdig"14Q3e1 Ratngvsitwuwaexlaag>Pp y6raG�11M-b 11PUgRati9s4ddmdlrrrpdt " For reLanrr�dedlumm marltalavefa:brdati me 1D -lI Calvlalai Lp ba-cd on b000 roes LM90C@ iesirn7 > lio,000houx © 2013 Cree, Inc. All rights reserved. For informational purposes only Content is subject to change See www.aeee.com/patents for patents that cover these products. Creel, the Cree logo, DetdLED ", NanoOptic° the BetaLED Technology logo, and Colorfast DeltaGuard° are registered trademarks, and Cree Edger" is a trademark of Cree, Inc. The UL logo is a registered trademark of UL LLC DesignLights Consortium'" and the DLC QPL logo are trademarks of Northeast Energy Efficiency Partnerships, Inc www,croomirr Ilghting T (800) 236.6800 F (262) 504.5415 ARE - EDG -4M-DA Product Specifications CON STRUCTI ON & MATERIALS Slim, low profile, minimizing wind load requirements Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartments and high performance heat sinks Convenient interlocking mounting method Mounting housing is rugged die cast aluminum mounting to3 -6" (76- 152mm) square or round pole, secured by two 5 / 16 -18 UNC bolts spaced on 2" (51mm) centers Includes leaf/ debris guard • Exclusive Colorfast DeltaGuard° finish features an E -Coat epoxy primer with an ultra - durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Standard is silver. Bronze, black, white, and platinum bronze are also available ELECTRICAL SYSTEM • Input Voltage: 120 -277V or 347 -486V, 50 / 601 Class 1 drivers • Power Factor: > 09 at full load • Total Hammrrlc Distortion: < 20% at full load • Integral weathertight electrical box with terminal strips (12Ga -2OGa) for easy power hookup • Integral l0kV surge suppression protection standard • To address inrush current, slow blow fuse or type C / D breaker should be used REGULATORY & VOLUNTARY QUALIFICATIONS clJLus Listed Suitable for wet locations Enclosure rated IP66 per IEC 60529 when ordered without P or R options Consult factory for CE Certified products • Certified to ANSI C136.31 -2001, 3G bndae and overpass vibration standards 10k'Vsurge suppression protection tested in accordance with IEEE /ANSI C62 41 2 • Luminaire and finish endurance tested to withstand5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 Product qualified on the DesignLights Consortium'" ( "GEC') Qualified Products List ("GPI when ordered without full backlight control shield • Meets BuyArrlerican requirements within ARRA Lumen Output, Electrical, and Lumen Maintenance Data ti -. M. un I �2111111 0 Photometry All published lurrinaire photometric testing performed to IESNA LM -79 -08 standards bya NVLAP certified laboratory. 1 w» a• eo ar a ao a zo a ea eo ea zu •a tzz i as ., 90 O tl.a LIIE 2a GI R2 A 111) A 111) lu f �e�� fra�Va6c]pW Uraal, 31L 1B3 III 61 On 61 R2 iB3 .A4 CSA Test Reoort #' 6438 AfRE- EDG- 4M- •'- 12- E- UL-SLS-40K ARE - EDG -4M '•- 06 -E - UL- 700 -40K Moountng Height: 225'(76m) A.FG. Initial Delivered Lumens' T1,367 Initial Delivered Lumens 17,710 Iniitial FC at grade IES Files To obtin an IES fda specifc to your project consult httpi/wwwcree mm/IlghtmgT}colsana- support /ode rbr- ies�onfiguratbn -ttol u I/ 5 16 -18 UNC HE ©= POLE SHAFT FIXTURE MOUNT RIVET NUTS *UNIVERSAL DRILL MOUNT* X5116 18 UNC HEX BOLTS NOTE. 4.00 S Q Q• & 5.00 S POLES IN STANDARD LENGTHS WITH STANDARD DARK BRONZE FINISHI ARE SUPPLIED VATH THE PATENTED UNIVERSAL DRILL OR TENON MOUNT SYSTEM. UNIVERSAL TENON 16 5/16 -18 UNC RIVET NUTS POLE SHAFT *UNIVERSAL TENON MOUNT* REMOVABLE CAP DRILLED PER FIXTURE REQUIREMENTS: D1- DRILLED FOR 1 FIXTURE `. D2- DRILLED FOR 2 FIXTURES AT 90° OR 180° �'•> D3- DRILLED FOR 3 FIXTURES D4- DRILLED FOR 4 FIXTURES r; POLE SHAFT DRILLED MOUNT OPTIONS TENON MOUNT OPTIONS: T2- 42.38 X 4.00 LG T3- 03.00 X 5.00 LG T4- 04.00 X 6.00 LG OR POLE SHAFT` .25 THK TENON MOUNT TENON MOUNT OPTIONS 0.75 X 20.00 ANCHOR BOLT Il4NT! M Hr•F, b -u cr�'rr1) rwr�rav 2701 9-v 4rFR tNFr•' 0' .o.x ,,4fVHCLLE - HEIGHT 3.00 X 5.00 HAND HOLE W1 COVER 14.00 *WITH 1.3 GUST FACTOR REMOVABLE ASS COVER i 1 3.00 X 5.00 HAND HOLE COVER POLE DETAIL 8.00 X 8.00 X.7 5 THK. BASE PLATE lire vrt�a.nois c1). isrvc,i sri ;µnu��a(n +ir;`rkn'imsr �iricrx�i"eo roA wEm�ni;; A Tl6f' rES14UCP+E LIGHI:�L �C.E V:dAFilrAl RE E�:OlD.T:IJS AAE'J9P£MDCN.rpTBE GU4R MJ2ID UI\ -ITF.D I IGHTING STANDARDS�t INC, nnE ADdA v TNV. 31?t C:rueahck Hwy • Warra-n, htr MS PMme 511) +a_iG511•Pnx: SN(: ->�a -S inn '•; ' _+`" - ww• w .nnitedli�htingstmdnrd�inc.cu,n �TALGG: RPSQ- 20 -4 -11 ;rzE D :gym 1 or 1 NOTES: 1. The light poles and fixtures shall be bronze. 2. The maximum light height, including pole and base, shall be 20 -feet. "Acual pwpdonyrekl may va'Ybe6 - 4and+10% ofirital rkheM1 lurcva. "Fviroreinf!mialiLnontle 16 M (eajdight4-tilghf- 3reiRatagveitw imacmfPDRRrat�AM -T ii@ugRahng5ldimd(npdt ' Fbiry dedlumenndnt?nvfabrdabs TDIICaiwla&d LuhnioriE(e0lain LMAO-0et�ing >50,O0ol �+-•v���� S 2013 Cree, Inc. All rights reserved. For that cover these purposes only. re l the Is subject to change. Rev Date: 09 /24/13 � � See 0I the for patents that cover these products. Cree' the Cree logo, D rks, and 1 f M ' R� -� NanoQptic °, the BetaLED Technology logo, and Colorfast DeltaGuard' are registered tradernar4s, and -MUM fns \`.r �r ® Utri,M�,M Cree Edge'" is a trademark of Cree, Inc. The UL logo is a registered tradamarkof UL LLC. DesignLights `'� � Q�•...lrlr� � 111 Consortium'" and the DLC QPL logo are trademarks of Northeast Energy Efficiency Partnerships, Inc wwwcreemirrolghting T (800) 236 -6800 F (262) 504 -5415 1 DATE xxx 10, 2013 REVISIONS July 21, 2014 September 8, 2014 January 7, 2015 C W z W J UQ Zz QO � Q cz U "' z Q SCALE N.T.S. y / Q w D CD z z CD J 4040", p,I, T H Off'' Gj Y' O BRIAN P. SMfTH CERTIFICATE No. .a� 14591 ��SSIONAL E��1 BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. l Wu m DE39H M DMOR o LaD FLaHR9 4835 Three Chopt Road Troyr, VA 22974 -3012 •434.296.3644 �1_bpspke@embarqma il= JOB NUMBER 06 -012 -07 r• � DWG. NAME Flnal plan 4.pro i SHEET C&I .:: Wlwiirl '60 5700K 4000K /.,;. TOTAL CIII IIT 5y4eml4atts 50K III I rod Lu rm a I Pnanre Factor 120.4&ii 12WV 240V 271V 34N WAW a[a15'C L ®Cnnnt rK101 Initial Deice? red Lunerd g� �Gng" a�rMTSn Indal belnere0 Lurrens` EIiG �ting�` r"rrnan 5 6544 R2U 1)r -�2 F� 4- llt7 I 6h _2 5 .31 e 112_ v 0_5 r ).. f015 10 10947 82 WG2 10 542 O 82 U.. 62 110 1a;,. C_. Oi 047 a 041 032 624 ��63�UJ63 158. 20 ,'.132 �� 184 '1)0•. ::;:.:.(147:: >':; '' > >� :;; >s.i)�35 9� 29 8311063 14 65 21.756 63UOG3 209511 R311UG3 r OTr 106 UG3 093 iin' 083 064 11 W 047 20 ZM 084s 143 2111049 On 10 9.213 15 uri 82DOU, 83111)63 8.876 1475? 32UOG2 R3 0003 101 171 OS? 043 074 038 066 030 0 1 022 - 038 14... ` ...2�. -- 194 � ,0.5. 21321 83110 G3 9: 531 83�UUG3 112 a 0.3 037 0.68 n rrr 7. ' 9 I LIO G2 10842 82 UO �2 6 0_.6.. 7 ".5 0 iA 029 134 4 uua puwLUmyen may uayoeruear +, inn +,m. minas venere, wmarc- Fa bare uNTAcn on i e Ill lLG (edddiglt{.tdig"14Q3e1 Ratngvsitwuwaexlaag>Pp y6raG�11M-b 11PUgRati9s4ddmdlrrrpdt " For reLanrr�dedlumm marltalavefa:brdati me 1D -lI Calvlalai Lp ba-cd on b000 roes LM90C@ iesirn7 > lio,000houx © 2013 Cree, Inc. All rights reserved. For informational purposes only Content is subject to change See www.aeee.com/patents for patents that cover these products. Creel, the Cree logo, DetdLED ", NanoOptic° the BetaLED Technology logo, and Colorfast DeltaGuard° are registered trademarks, and Cree Edger" is a trademark of Cree, Inc. The UL logo is a registered trademark of UL LLC DesignLights Consortium'" and the DLC QPL logo are trademarks of Northeast Energy Efficiency Partnerships, Inc www,croomirr Ilghting T (800) 236.6800 F (262) 504.5415 ARE - EDG -4M-DA Product Specifications CON STRUCTI ON & MATERIALS Slim, low profile, minimizing wind load requirements Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartments and high performance heat sinks Convenient interlocking mounting method Mounting housing is rugged die cast aluminum mounting to3 -6" (76- 152mm) square or round pole, secured by two 5 / 16 -18 UNC bolts spaced on 2" (51mm) centers Includes leaf/ debris guard • Exclusive Colorfast DeltaGuard° finish features an E -Coat epoxy primer with an ultra - durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Standard is silver. Bronze, black, white, and platinum bronze are also available ELECTRICAL SYSTEM • Input Voltage: 120 -277V or 347 -486V, 50 / 601 Class 1 drivers • Power Factor: > 09 at full load • Total Hammrrlc Distortion: < 20% at full load • Integral weathertight electrical box with terminal strips (12Ga -2OGa) for easy power hookup • Integral l0kV surge suppression protection standard • To address inrush current, slow blow fuse or type C / D breaker should be used REGULATORY & VOLUNTARY QUALIFICATIONS clJLus Listed Suitable for wet locations Enclosure rated IP66 per IEC 60529 when ordered without P or R options Consult factory for CE Certified products • Certified to ANSI C136.31 -2001, 3G bndae and overpass vibration standards 10k'Vsurge suppression protection tested in accordance with IEEE /ANSI C62 41 2 • Luminaire and finish endurance tested to withstand5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 Product qualified on the DesignLights Consortium'" ( "GEC') Qualified Products List ("GPI when ordered without full backlight control shield • Meets BuyArrlerican requirements within ARRA Lumen Output, Electrical, and Lumen Maintenance Data ti -. M. un I �2111111 0 Photometry All published lurrinaire photometric testing performed to IESNA LM -79 -08 standards bya NVLAP certified laboratory. 1 w» a• eo ar a ao a zo a ea eo ea zu •a tzz i as ., 90 O tl.a LIIE 2a GI R2 A 111) A 111) lu f �e�� fra�Va6c]pW Uraal, 31L 1B3 III 61 On 61 R2 iB3 .A4 CSA Test Reoort #' 6438 AfRE- EDG- 4M- •'- 12- E- UL-SLS-40K ARE - EDG -4M '•- 06 -E - UL- 700 -40K Moountng Height: 225'(76m) A.FG. Initial Delivered Lumens' T1,367 Initial Delivered Lumens 17,710 Iniitial FC at grade IES Files To obtin an IES fda specifc to your project consult httpi/wwwcree mm/IlghtmgT}colsana- support /ode rbr- ies�onfiguratbn -ttol u I/ 5 16 -18 UNC HE ©= POLE SHAFT FIXTURE MOUNT RIVET NUTS *UNIVERSAL DRILL MOUNT* X5116 18 UNC HEX BOLTS NOTE. 4.00 S Q Q• & 5.00 S POLES IN STANDARD LENGTHS WITH STANDARD DARK BRONZE FINISHI ARE SUPPLIED VATH THE PATENTED UNIVERSAL DRILL OR TENON MOUNT SYSTEM. UNIVERSAL TENON 16 5/16 -18 UNC RIVET NUTS POLE SHAFT *UNIVERSAL TENON MOUNT* REMOVABLE CAP DRILLED PER FIXTURE REQUIREMENTS: D1- DRILLED FOR 1 FIXTURE `. D2- DRILLED FOR 2 FIXTURES AT 90° OR 180° �'•> D3- DRILLED FOR 3 FIXTURES D4- DRILLED FOR 4 FIXTURES r; POLE SHAFT DRILLED MOUNT OPTIONS TENON MOUNT OPTIONS: T2- 42.38 X 4.00 LG T3- 03.00 X 5.00 LG T4- 04.00 X 6.00 LG OR POLE SHAFT` .25 THK TENON MOUNT TENON MOUNT OPTIONS 0.75 X 20.00 ANCHOR BOLT Il4NT! M Hr•F, b -u cr�'rr1) rwr�rav 2701 9-v 4rFR tNFr•' 0' .o.x ,,4fVHCLLE - HEIGHT 3.00 X 5.00 HAND HOLE W1 COVER 14.00 *WITH 1.3 GUST FACTOR REMOVABLE ASS COVER i 1 3.00 X 5.00 HAND HOLE COVER POLE DETAIL 8.00 X 8.00 X.7 5 THK. BASE PLATE lire vrt�a.nois c1). isrvc,i sri ;µnu��a(n +ir;`rkn'imsr �iricrx�i"eo roA wEm�ni;; A Tl6f' rES14UCP+E LIGHI:�L �C.E V:dAFilrAl RE E�:OlD.T:IJS AAE'J9P£MDCN.rpTBE GU4R MJ2ID UI\ -ITF.D I IGHTING STANDARDS�t INC, nnE ADdA v TNV. 31?t C:rueahck Hwy • Warra-n, htr MS PMme 511) +a_iG511•Pnx: SN(: ->�a -S inn '•; ' _+`" - ww• w .nnitedli�htingstmdnrd�inc.cu,n �TALGG: RPSQ- 20 -4 -11 ;rzE D :gym 1 or 1 NOTES: 1. The light poles and fixtures shall be bronze. 2. The maximum light height, including pole and base, shall be 20 -feet. "Acual pwpdonyrekl may va'Ybe6 - 4and+10% ofirital rkheM1 lurcva. "Fviroreinf!mialiLnontle 16 M (eajdight4-tilghf- 3reiRatagveitw imacmfPDRRrat�AM -T ii@ugRahng5ldimd(npdt ' Fbiry dedlumenndnt?nvfabrdabs TDIICaiwla&d LuhnioriE(e0lain LMAO-0et�ing >50,O0ol �+-•v���� S 2013 Cree, Inc. All rights reserved. For that cover these purposes only. re l the Is subject to change. Rev Date: 09 /24/13 � � See 0I the for patents that cover these products. Cree' the Cree logo, D rks, and 1 f M ' R� -� NanoQptic °, the BetaLED Technology logo, and Colorfast DeltaGuard' are registered tradernar4s, and -MUM fns \`.r �r ® Utri,M�,M Cree Edge'" is a trademark of Cree, Inc. The UL logo is a registered tradamarkof UL LLC. DesignLights `'� � Q�•...lrlr� � 111 Consortium'" and the DLC QPL logo are trademarks of Northeast Energy Efficiency Partnerships, Inc wwwcreemirrolghting T (800) 236 -6800 F (262) 504 -5415 1 DATE xxx 10, 2013 REVISIONS July 21, 2014 September 8, 2014 January 7, 2015 C W z W J UQ Zz QO � Q cz U "' z Q SCALE N.T.S. y / Q w D CD z z CD J 4040", p,I, T H Off'' Gj Y' O BRIAN P. SMfTH CERTIFICATE No. .a� 14591 ��SSIONAL E��1 BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. l Wu m DE39H M DMOR o LaD FLaHR9 4835 Three Chopt Road Troyr, VA 22974 -3012 •434.296.3644 �1_bpspke@embarqma il= JOB NUMBER 06 -012 -07 r• � DWG. NAME Flnal plan 4.pro i SHEET C&I 40- CONCRETE - 2.00' _a ti c?1 6' 2. _ • Q - _ C - •- D oo_ .° o oo°° 4 ° oo��\ o °o 43- #21A BASESTONE-" GEOTEXITLE FABRIC CHANNEL SIDE OF ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT) . This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards 1.00' of VDOT unless otherwise noted. - 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. NEW RETAINING WALL 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, (DESIGNED BY OTHERS) lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). DETAIL ON BACK RETAINING WALL N.T.S. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site as stabilized, and permission has been obtained from the County erosion control inspector. 2.0' SM 9.5A SUPERPAVE 3' BM -25 PRIMED EX. 12 r4s 4' 71F T. Ii TIC =1 I I. D =1.33' (MIN.) -J 10 -VDOT #21 A AGGREGATE BASE COMPACTED SUBBASE MATERIAL W/ NAIN. C.B.R. OF 10 TYPICAL TAPER LANE SECTION N.T.S. 1/20 BITUMINOUS NEW 4' THICK EXPANSION JOINT CONCRETE WALK RECESSED 1140 4,000 PSI 4' COMPACTED ' • . • • � ' ' ... � • ; • STONE 0Q0 0,000,00,0,c 10' LONG #4 BAR VDOT #21A i - �I I I� 1 TIE INTO EX. WALK 16 O.C. COMPACTED NEW SIDEWALK EX. SIDEWALK SUBGRADE PICA TYPICAL L SIDEWALK DETAIL CONSTRUCTION JOINTS TO BE 5'0.C., 1 14' WIDE, 1' DEEP EXPANSION JOINTS TO BE 50' O.C. OR LESS LIGHT BROOM FINISH N.T.S. 3' min. a Y depths EXCAVATED TRENCH WIDTH F �� s" - 12" � COVER am SPRINGLINE ` PLASTIC ` m PIPE a CD w r2 WIDTH � w � a w NOTE: 1. USE STONE DUST BEDDING AND COVER UNDER DRIVEWAY CLEAN BACKFILL FOR OTHER SANITARY TRENCH DETAIL SECTION VIEW Not To Scale Detail provided by Old Dominion Engineering ADDITIONAL NOTES 1. The location of existing utilities across or along the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 2. The contractor shall verify the locations of all boundaries, buildings, vegetation and other pertinent site elements. 3. The contractor shall be responsible for notifying "MISS UTILITY" - 1- 800 - 552 -7001. 4. Any damage to existing utilities caused by the contractor or its subcontractors shall be the contractor's sole responsibility to repair. This expense is the contractor's responsibility. 5. Concrete and asphalt shall not be placed unless the air temperature is at least 40 degrees in the shade and rising. Material shall not be placed on frozen subgrade. 6. Existing asphalt pavement shall be saw cut and removed as per the specifications. Removal shall be done in such a manner as to not tear, bulge or displace adjacent pavement. Edges shall be clean and vertical. All cuts shall be parallel or perpendicular to the direction of traffic. 7. The contractor shall exercise care to provide positive drainage to the storm inlets or other acceptable drainage paths in all locations. 8. All storm manholes greater than 4 -feet in height shall have steps in accordance VDOT specifications. These shall be installed as an integral part of the manhole during the casting at the manufacturer plant. STORMWATER INSTALLATION NOTES Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines (http://www.ads-pipe.com/en/installation/home.htm), with the exception that minimum cover in non - traffic areas for 12- through 60 -inch (300 to 1500 mm) diameters shall be one foot (0.3 m). Minimum cover in trafficked areas for 12- through 36 -inch (300 to 900 mm) diameters shall be one foot (0.3 m) and for 42- through 60-inch (1050 to 1500 mm) diameters, the minimum cover shall be 2 ft (0.6 m). Backfill shall consist of iClass 1 (compacted), or Class 2 (minimum 90% SPD) material, with the exception that 60 -inch fittings shall use Class I material only. Minimum cover heights do not account for pipe buoyancy. 1.5" DIA. GALVANIZED STEEL HANDRAIL AND POSITS, PAINTED BLAGK GONTI NUOUS WELD ALL JOINTS #4 REBAR IN NOSING OF EAGH TREAD, 1.5" MIN. GOVER N n 112" FXPAN51ON JOINT 12" 6" THICK GONGRETE GHEEKWALL 5' MAX. 12" 1� N n SET POSTS 8" DEEP GROUT WITH GGIGK SET HYDRAULIG GEMENT 1/2" EXPANSION JOINT 6 "x6 "- 4x4KKK 6" GOMPACTED STONE "off #21A STONE ON COMPACTED SUBGRADE TYPICAL STAIR DETAIL SGALE: NONE ALL STAIRS IN EXGESS OF 5 RISERS SHALL HAVE HANDRAILS ALL TREADS SHALL BE 12" DEEP ALL RISERS SHALL BE 6" HIGH WITH A 1/2" LIP GENTER POSTS ON GHEEKWALL SLOPE TREADS SLIGHTLY TO DRAIN (1.5Y) 3,500 PSI GONGRETE 4' GRASS SHLDR !W - 2.5' -f 12' 12' 2.5. - -{- - 4' GRASS SHLDR CG-2 OR CG-6 2.0' SM 9.5A SUPERPAVE CG-2 OR CGS 2% 2% 4' MIN. VDOT #21 A BASESTONE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ��■L� � -�� -�� �ol�i■�■■�I ■fir ■ ■� ■ ■� ■ ■V■ %i ■ ■O ■ ■� ■���►�■I•�..�� -�- • • • • � •_ • • - 10' VDOT #21 A--/ BASESTONE WITH PRIME TRAVELWAY PAVEMENT SECTION FROM ROUTE 250 TO STATION 19 +22.06 STA 19 +22,06 IS THE STONE DEPTH TRANSITION POINT (10' TO 81) THIS POINT IS AT THE ENTRANCE TO THE REAR PARKING LOT (SEE SHEET C3.1) 4' GRASS SHLDR - }- 2.5' 12' 12' �- CG-2 OR CGS - 2.0' SM 9.5A SUPERPAVE 40 COMPACTED SUBGRADE. C.B.R. FIELD TESTS TO BE PERFORMED PRIOR TO PAVING. 4' MIN. VDOT #21 A BASESTONE SCALE: 1' =20' 2.5' ---- 4 GRASS _ SHLDR CG-2 OR CG-6 -\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • 8' VDOT #21 A BASESTONE WITH PRIME TYPICAL SITE PAVEMENT SECTION INCLUDES: ALL PARKING STALLS AND HC AISLES, FROM AND REAR PARKING LOTS, ALL CG-2 AND CGS COMPACTED SUBGRADE. C.B.R. FIELD TESTS TO BE PERFORMED PRIOR TO PAVING. 2% 4' MIN. VDOT #21 A BASESTONE SCALE: 1' =20' 2' SM -9.5A SUPERPAVE 1.00' � 0_0 o °°oo °° o °° °o =1 11 =1 I 11=1 11 =1 1 =111= COMPACTED SUBGRADE 6' - VDOT #21A BASESTONE CBR =10 WITH PRIME ON SITE TO BE FIELD VERIFIED WATER WELL PAVEMENT SECTION N.T.S. DATE May 6, 2014 REVISIONS July 21, 2014 Septermber 24, 2014 October 13, 2014 December 3, 2014 July 29, 2015 C W F-- z W J o < Z z QO �Q =w U i- z Q LL SCALE AS NOTED W 0*6 W 0 Z w U) /NLTH op Gt BRIAN P. SMffH a CERTIFICATE No. k15110NAL 14591 E��l BRIAN P. SMITH, PE IVIL ENGINEERING, INC. ow CMEW prNaH gn B E' W l D pf flma 4835 Three Chopt Road Troy„ VA 22974 -3012 434.296.3644 b s Ee @embar mail.com JOB NUMBER 06-012 -07 DWG. NAME Final plan 4.pro SHEET C� DATE July 15, 2014 REVISIONS August 11, 2014 September 24, 2014 December 3, 2014 July 8, 2015 C W F�- z W J oQ zz QO F-Q z =w U F- z LILz Q z CLOOOg w� U. m w U �Q wC CZ) Cf) Cf) D SCALE 1' =50' PJ,TH of Gf BRIAN P. SMITH a CERTIFICATE No. .off 14,191 w� ��SSI�NAL E��ti N P. SMITH, PE ENGINEERING, INC. GOLIF COURSE DESIGN DESIGN 0 LAND FLANNI G 4835 Three Chopt Road Troy, VA 22974 -3012 434.296.3644 `bpspe @embargmail.com . JOB NUMBER 06 -012 -07 DWG. NAME Final plan 4.pro ME DATE July 31, 2012 REVISIONS December 3, 2014 C W F- z W J oQ z z QO z ry =w U z I Q SCALE 1'=50, } D W 0 J V1 J Q U LIL U ire NLTH op Gf, o ', L) (BRIAN P. SMfTFi a CERTIFICATE No. .off 14591 w� ��s`sI�NAL E��ti IAN P. SMITH, PE IL ENGINEERING, INC. @@LF Cww DM0 DOW o WD FLUKH R 4635 Three Chopt Road Troy„ VA 22974 -3012 434.296.3644 JOB NUMBER 06 -012 -07 DWG. NAME Final plan 3.pro SHEET C15,0. r 48" Tall Chain -Link Fence 2 -FT Wide Concrete Channel W/ Sleeve -It Fence Post System Max 2H N Ys As Noted on Civil Sheet C7.0 See Fence Post Detail Geogrid Rteinforeement (Typical) E Filter Fabric - 4 FT Wide Refer to Wall Profile for Geogrid Type, Geo grid Length (GL) and :. 1 t .I` Anchor Cap Unit ( -a Location • xli i'" ' �l ~ ( ( J r i Secure to Top Unit r' OZ ' ' ' +' `` Y..• --f+ ;t!'' ptp .' f 1 , " w/ Concrete Adhesive W - , :a:,. '4t "} � ^Soil Backfill�. Anchor Vertica Units ` �n Compact to Min 95% f "-' " Standard Proctor F4- - _+ _ t f _ Drainage Aggregate e _ Min 12" Thick .1..1� ,�, ± � fly, f:5ta. 277 e i I- :'`� 4f' Wee hole f ti.•, Retained Soil ' Stn 1�ffi, : ; E 1 4 i s� c� . s a ar r cs.c s s, •r• I s �: • .av a f( ie ,plj i Daylight Pipe .� .. ' •ti•, Compact to Min 95% �„ Through Wall ti: {r, ". Standard Proctor ' i:+d I �'.' ". Lam` .. ° a l "..... -..- -" .•S� w® un mr' r®, ■ 40' OC Spacing (TYP) r , •rti!' � • . . FgEt'FF2Aa "arm rl.l .r• +! . 4 - �• f ". ' ;, J ,c» F�, , ,�,f y, Extend Be and 5 Reinforced Fill ct:e i;Y o Ur. f.g,J ,, t ' ° • eolt�- „ms i y '+" T *1 X13+9 !! J •� - i- -1AA 1 r ,,�, Granular Soil or Crushed Stone i i .' - ,% 1--- S � F5 „��.� '� i ;_ li i .� Compact 'to Min 95% Backfill GL Stondnrd Proctor v a sr, a[r tg: *a«:Ct flat. 4 *W u nsww F s - :. • ' . .s r. -en.c. " Dia. Drain Pipe ^i i axsEtx� "T c'•.vs° v 1 1 Stone Levelin Pad I° -. a� , •` �� ", R."a: t .�`r" �k'";,1 Y g (See Drain Detail) ( '� ` •. a b d It` , n+s �,« 13wwr�n � 6" Thick x 24" Wide , -... .. .. , .. • .... :. .. • .. .. .... ... ..... • -... ... , .�...• ..... . j •��,;,;� ,', ,x 4 i ' } { ` t RETAINING WALL CROSS SECTION x ' -` Max.Wall Height (Including Embedment) := 19 FT Ls ; K1� _ (Not to Scale) YAM L V. V1 '{" t �l 1 E '• �r i 1 � r `" It � ... ` � � 11•'1 , z .A ,` ; 1 Y � , V..` 1.+On 1'•19.l11fnL tf. 1 ' A i . "�J � 1 � I '! i • r'd i .r',. xa i i r, smruwe, af.ft. s 4•. I I {�:< >;` >;:;'., :r Y i . • 3 a.•x 3 r I fa 1 4 Ei,C l iQ1N9AiL7p SNI¢ ! t t 4 •i l ♦t l 6 Y k H 0 , a l.A, ,rlfs� 'I �' "'t., t]x 'x #•'�r<F. £ t � � "`� '�v4 WALLA _ I 3 _ t w! f r r ._ ::.. W w 2 -FT Wide Concrete Channel Z .: r' i I i r u a- "r 4 Y f t `r E f Straight Tall Chain - Link Fenc j i.' 1 • t' t` sf , Y ...��.; r • + *� w __ f ° `` , , r S_- . s.;' t r t .Y n t ! _ J ✓ � ., ! .�.__..- -...�/ - - 'i t .� IJ T P Locator q� Split F a ce WO W Concrete Luta 0 41, .i t t Tr , f _ T' t r D5 1' i � , r ,' F l t .1 I�f' W.lY nt° •r r�4 74 �. id4.Y r jJ r t ;�� -_ t 1 ` ! J f 1 r f 8 11 - 1 E 1 Y +Y 1 8 �a , r' •� 1 �y ' r I* 10�CIX>+' '.° ', �a. � ;'`�.. .az:3 2sc �, •� � ii � 11 � ; � Y�aa"t -. I..fi' � t r ,r! -�,�,.t, -,., i-s•?! ',. ` .. mss.. ....�.ew.. a•ae! . W. T I SITE PLAN irI ANCHOR V RTIC A UNIT r w4m C" '•. "•(": {: ' ' x. (APProx . Scale 1" = 60 FT) (Not to Scale) DRAWING INDEX Anchor Vertica Segmental Retaining Wall Ca p,1,1 Faith Christian Center International ' d Albemarle Courilly, Virginia hoot No. Faith Christian Center International (FCCI) Girceo CIRCEO GEOTECH 1 Site Plan '" - 5956 Buckland Mill Road 2 General Notes/ Design Parameters �v " "f�''� Geotechnical Roanoke Virginia 24019 Albemarle County, Virginia MICHAEL CIRC�O �„ � Engineering, P.C. r9 3 - 4 Details - Anchor Diamond Pro Rio, 021245 Phom: (540) 366 -2379 5- 6 Wall A- Sta. 0 to 5ta. 277 Site Plan Adapted The Site Plan - Middle, Sheet No. C3.1, 4 Fax: (540) 904 -6200 Dated May 6, 2014 (Rev. 12/;3/14), Prepared By Brian P. Smith, P.E., Civil Engineering, Inc. 14116&- Scale: N/A Site Plan For II lustrative Purposes. Approx. Scale: 1" = 60 FT el 'Ot4AL ���,r Date: 12!10/14 Project No. RW -1511 Revision: -- 5Nneet 1 of 6 GENERAL NOTES: 1.0 STRIP VEGETATIVE AND ORGANIC SOIL FROM, THE WALL AND GEOGRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES. 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL. 4.0 CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS, 6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL, OR COMBINATION AND SHALL BE A MINIMUM 6 -INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES. AS AN ALTERNATIVE, A MINIMUM 3 -INCH THICK LAYER OF LEAN CONCRETE (PLOWABLE FILL) WITH A 28 -DAY COMPRESSIVE STRENGTH OF 200 -300 PSI MAY BE USED AS A LEVELING PAD. 7.0 A 4- INCH - DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE AGGR EGATE AND UNIT (CORE) FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL (VDOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH A5TM D -422. SIEVE SIZE PERCENTAGE PASSING 1 -112 INCH 100 1 INCH 95 -100 112 INCH 25-60 NO. 4 0 -10 NO. 200 0 -5 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL FOR THE REQUIRED GEOGRID LENGTH (GL) IN THE TENSILE STREN &TH DIRECTION (PERPENDICULAR TO WALL FACE) NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE UNIT BELOW AND EXTEND HORIZONTALLY OVER COMPACTED FILL. 10.0 ANCHOR VERTICA UNITS MOLDED DIMENSIONS SHALL BE 8 INCHES HIGH BY 18 INCHES LONG BY 11 INCHES DEEP AND SHALL NOT DIFFER MORE THAN + 1/8 INCH IN ANY DIMENSION. 11.0 A 0.56 -INCH SETBACK PER UNIT (LOCATOR LUG) SHALL BE MAINTAINED FOR PROPER BATTER (LE, 4 DEGREE CANT FROM VERTICAL), 12.0 GEOGRIDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS AND GEOGRIDS PULLED TIGHT (AFTER PLACEMENT OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK AND TO INTEGRATE GEOGRIDS AND UNITS. 131.0 FIELD ADJUSTMENTS OF BLOCK ALIGNMENT MAY BE MADE ON NON- REINFORCEMENT LAYERS WITH THE USE OF SHIMS OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY A MAXIMUM OF 1/4 INCH VERTICAL HEIGHT. 141.0 REINFORCED FILL SHALL CONSIST OF GRANULAR SOIL FILL WITH USCS SOIL TYPES GP, GW, GM, GC, 5W, 5P, SM, OR SC WITH A MINIMUM ANGLE OF INTERNAL FRICTION, �' , OF 30 DEGREES AS OUTLINED IN DESIGN PARAMETERS - NOTE 4. LOW PLASTICITY SILT OR CLAY (ML -CL) OR ON -SITE CINDERS CAN BE USED SUBJECT TO APPROVAL BY THE GEOTECHNICAL ENGINEER. MAXIMUM PARTICLE SHALL BE LIMITED TO 4INCHES IN DIAMETER. THE FINE FRACTION (MINUS NO. 40 SIEVE) SHALL HAVE A MAXIMUM LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY INDEX (PI) OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER. HIGHLY EXPANSIVE SOILS (CH) SHALL NOT BE USED IN THE REINFORCED FILL ZONE. 15i.0 REINFORCED FILL SHALL BE PLACED IN 8 -INCH LIFTS AND COMPACTED TO A MINIMUM OF 95% OF MAXIMUM. STANDARD PROCTOR DENSITY (ASTM D -698). COMPACTION TESTS SHALL BE PERFORMED AS THE WALL IS INSTALLED. COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAND - OPERATED EQUIPMENT. 164 A VIBRATORY PLATE TAMPER SHALL BE USED TO DENSITY NO. 57 STONE. COMPACTION TESTS CAN BE WAIVED WHERE NO. 57 STONE IS USED AS REINFORCE[) FILL. 17'.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION. 18..0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL IS COMPLETED. 19.0 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. 20.0 THE FENCE P05T DETAIL IS PROVIDED FOR PLACEMENT OF FENCE POST BEHIND THE SRW UNITS USING SLEEVE -IT FENCE POST SYSTEM! WITH A MINIMUM EMBEDMENT OF 24 INCHES (SEE SHEET 4 OF 6). Open Cells (Filled With Stone) 0.56" Setback ` Top Locator Lug UNIT CONNECTION DETAIL (Not to Scale) DESIGN PARAMETERS: 1 THE WALL PROFILES ARE BASED ON THE SITE PLAN - MIbDLE, FOR FCCI, SHEET NO. C3.1, DATED MAY 6, 2014 (REVISED 12/3/14), PREPARED BY BRIA N P. SMITH, P.E., CIVIL ENGINEERING, INC. 2 WALL DETAILS SHOWN ON THIS PLAN ARE FOR ANCHOR VERTICA SEGMENTAL Y RETAINING WALL (SRbV) UNITS MEETING THE NATz JNAIL CONCRETE MASONRY ASSOCIATION (NCMA) CRITERIA FOR SRW WALL SYSTEMS. 3 ENGINEERING ANALYSIS BASED ON USE OF STRATAGRID SG200 AND SG350 GEOGRIDS. NO OTHER GEOGRIDS SU65TITUTIONS WILL BE ACCEPTED WITHOUT THE APPROVAL OF THE WALL DESIGN ENGINEER, 4 THE DESIGN OF THE SEGMENTAL RETAINING WALL (5RLW) ASSUMES THE FOLLOWING PARAMETERS: /,„, Moist FRICTION SOIL SOIL UNIT WEIGHT ANGLE COHESION CONDITIONS Type (PCF) �, (DEC,,) (PSF) REINFORCED FILL Granular Soil 120 30 0 RETAINED SOIL ilty Sand to Weathered Roc 125 30 0 FOUNDATION SOIL ilty Sand to Weathered Roc 125 30 100 5 SOIL STRENGTH PARAMETERS ARE BASED ON USE OF ON -SITE GRANULAR SOIL OR CRUSHED STONE IN THE REINFORCED FILL ZONE. ON -SITE GRANULAR SOIL CAN BE USED FOR FILL PROVIDED THE SOIL IS PLACED IN 8 -INCH LIFTS AND EACH LIFT IS COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD PROCTOR DENSITY, AND WITHIN+ 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT, USING PORTABLE COMPACTION EQUIPMENT. DO NOT USE HIGH PLASTICITY CLAY (CH), ROOTS OR TOPSOIL IN REINFORCED ZONE. ANY SOFT, SATURATED SOIL ENCOUNTERED IN SUBGRADE SHALL BE UNDERCUT AND REPLACED WITH CRUSHED STONE TO STABILIZE THE FOUNDATION SUBGRADE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. WALL A - MAX. WALL HEIGHT = 19 FEET (INCLUDING EMBEDMENT) FRONT SLOPE (PARKING LOT) = LEVEL BACK5LOPE BEHIND THE WALL = MAX 2H:1V W1 2 -FOOT WIDE CONCRETE CHANNEL SURCHARGE AT TOP OF WALL = NONE MIN FACTOR OF SAFETY (SLIDING) = 1.5 MIN FACTOR OF SAFETY (OVERTURNING) = 2.0 MIN FACTOR OF SAFETY (BEARING CAPACITY) = 2.0 DESIGN SOIL BEARING CAPACITY = 1,500 PSF TO 3,000 PSF (SEE WALL PROFILE) MICHAEL . CIRCEO No. 021245 IzIlDh `rsSla�„A. L �rG�r Faith Christian Center International Albemarle County, Virginia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geotechnical Engineering, P.C. Roanoke, Virginia 24019 Phome: (540) 366 -2379 Fax: (540) 904 -6200 Scale: N/A Project No. RW -1511 Date: 12110/14 Revision: - - Sheet 2 of 6 Alternate Geogrid Placement on Subsequent Geogrid Elevations to Overlap Geogrids and Place 3" Soi I Fill Eliminate Gaps Between Overlapping Geogrids for Anchor Vertica Unit (Alternate Position Each Course) III '- Alternate the Extension of Reinforcement at Subsequent Geogrid Length (GL) �I Reinforcement Elevations Rolled Direction 90° INSIDE CORNER Min 42" Tall Safety Handrail or Fence w/ Sleeve -It Fence Post System Max. 8' -0" O.C. Sleeve -It - 12" Dia. x 24" Depth Grout Fill After Post Installation w/ Min 3,000 psi Grout PVC Coated Strut // PVC Coated Cantilever Base CONVEX CURVE DETAIL (Not to Scale) Alternate Reinforcement at Subsequent Reinforcement Elevations _ Anchor Vertica Unit Remove Back of Unit At Corner (Alternate Position Each Course) 90" OUTSIDE CORNER (Not to Scale) LID ° REAR SLEEVE HALF .. FRONT SLEEVE - HALF '� $ o" S S ,s' v 4 •: .� a S �, .� �a� V a�tt Fag 12" Soil Cover sip �r,�Its ■� ; ` ` ` } } }} } 24" Min Embedment mm wim, mm OEM 09M 0 { <{ L .^ ` Reinforced Fill ;• #-se 7 12" Dia. -r: �a•''�,i�a�:° iem� : ®1 ® eo® ram a� 'ter SLEEVE -IT FENCE POST DETAIL �� (Not to Scale) CONVEX CURVE DETAIL (Not to Scale) Alternate Reinforcement at Subsequent Reinforcement Elevations _ Anchor Vertica Unit Remove Back of Unit At Corner (Alternate Position Each Course) 90" OUTSIDE CORNER (Not to Scale) LID ° REAR SLEEVE HALF .. FRONT SLEEVE - HALF '� $ e� s' �a� V a�tt Fag v O s} L � � o PVC COATED STRUTS PVC COATED CANTILEVER UPRIGHT LEG ' BASE 1 ISOMETRIC VIEW OF SLEEVE4TTM 1224R SYSTEM COMPONENTS Note: 5ileeve -It Fence Post System without; Concrete Channel Flume 5ta. 265 to 5ta. 277 48" Tall Fence Post w/ 5leeve -I1t Fence Post System Ca Max 8' O.C. Sleeve -It -12 "' Din. x 24" Depth Grout Fill Aftelr Post Installation 1/2" Expansion Joint Concrete Flum w/ Min 3,000 pisi Grout 2 -FT Wide 5trataTex 5T140 or Equal Filter Fabric - 4 FT Wide Cut Geogrid Around Sleeve i2" 12" Notes on Concrete Channel At Top of Wall Concrete Compressive 51rength = 4000 psi Grout Top 2 Courses 1211 n 1/2" Expansion Joints Shall Be Equally Spaced at Max 30 FT O.C. 4 Thick Equally Spaced 114" Contraction Joints at Max 10 FT O.C. Between F } } }{ r Expansion joints Soil Coven <{ s Fence Height = Min 48" Tall Above Top of Wall Fence Post Sleeve 6u Fence Posts Shall Be Installed In Sleeve -It Fence Post System to be Installed ' J ` Max 8 FT O.C. Post Spacing Prior to the 24 "Min Embedment = Min 24" Concrete Channel ( Set Top of Sleeve -It Two (2) Courses Below Cap Unit to Avoid t Reinforced FI I I Conflict with Concrete Channel T Grout Top 2 Courses (Min 3,000 psi) ' 12" Dia. P VC Coated Cantilever Base 1111=111 1111=11 Ell= 111�11 ....... . VC ContPd Striit Note: Sleeve -It Fence Post System FENCE POST W/ SLEEVE -IT DETAIL with Concrete Channel Flume (Not to Scale) Required From 5ta. 0 to Sta. 265 L Start pP Geogrid A rox. 1" From Front of Units SRW Unit GEOGRID PLACEMENT DETAIL (Not to Scale) Reinforced Fill Fill Vertical Columns .a, No. ` w/ No. 57 Stone ti 57 St one •i•S. °I;,I I` 11 I �I � �l,ri, ii }i, :�`: 'tl'<iii;,jj.iil °� w,l. .ji•' .'....'_> rr: s•yi 4" Dia. Perforated L Anchor Vertica Unit Drain Pipe Open Joint (Weephole) at Max 40' O.C. DRAIN DETAIL Sawcut Unit As Needed (Not to Scale) Drain to Daylight Faith Christian Center International .`a "NUR Albemarle Coun , Vi inia `4 - Girceo CIRCEO GEOTECH '�•','� Geotechnical 5956 Buekland Mill Road �' PICHAEL Engineering, P.C. Roanoke, Virginia 24019 No. 021245 Ls CiRC�O �, 1 Phone: (544) 366 -2379 �- Fax: (540) 904 -6200 Scale: N/A S G`� Date: 12/10/14 Project No. RW -1511 Srp ,'A L 'ch Revision: - - S heet 3 of 6 Cap Unit Filter Fabric - 4 FT Wide Secure to Top Unit 5tratatex 5T140 or Equivalent w/ Concrete Adhesive Geogrid Reinforcement SRW Units Drainage Aggregate Min 12 No. 57 Stone ;ti fe, Reinforced Fill Compacted Granular So dtir' Storm Drain r°s;T•• Place 6eogri,d Under or Over Pipe (Min 3" Soil Cover) GEOGRI D AT STORM DRAIN DETAIL (Not to Scale) 1 I' 1' .14- ■�■� cer�a�ae�s is e Around Manhole" e� �a� V a�tt Fag z IS sip �r,�Its ■� ; 1 �*"► .r�la• ' s &14� WlNE= r■■EMS 01111 NONE # � ONIONS 21 t 0111300001 ®lli�tll4�iR1'AixS�t3s iIC �� iii mom / ®®m A!■���wi���l��� will ONE Ott i_ iii- (1111■ l� 111111■ la,_ 1111 ■Viii■ 111111■ iliiiiiliill' �� I�r Reinforced M =. ■■���A�Ywwfs�i�I��� � all �l yea �e � as■ E;� �• �,�,d l� amp ■a �a ira■ d�e�rieient�rae�iaei t�lei��r.arl�c�ik�i�iir���r# ieimasal:aa�I:�lar,�ar+�i�w1i� B■9iE. C'�l�i�E6l�lL�►Sill,Z �i @�3 IBM � � �s�v�■ro�lailrs��lC�ssw�a;, iTiti9 9CE# l �rT tl i l tliAl�pit� 9Wit= ■R' 1wO M �015l�C R+�i O■ /I ■4ISil3� l0�1■ EIISlC iffi�� 1D1O�1 I L Start pP Geogrid A rox. 1" From Front of Units SRW Unit GEOGRID PLACEMENT DETAIL (Not to Scale) Reinforced Fill Fill Vertical Columns .a, No. ` w/ No. 57 Stone ti 57 St one •i•S. °I;,I I` 11 I �I � �l,ri, ii }i, :�`: 'tl'<iii;,jj.iil °� w,l. .ji•' .'....'_> rr: s•yi 4" Dia. Perforated L Anchor Vertica Unit Drain Pipe Open Joint (Weephole) at Max 40' O.C. DRAIN DETAIL Sawcut Unit As Needed (Not to Scale) Drain to Daylight Faith Christian Center International .`a "NUR Albemarle Coun , Vi inia `4 - Girceo CIRCEO GEOTECH '�•','� Geotechnical 5956 Buekland Mill Road �' PICHAEL Engineering, P.C. Roanoke, Virginia 24019 No. 021245 Ls CiRC�O �, 1 Phone: (544) 366 -2379 �- Fax: (540) 904 -6200 Scale: N/A S G`� Date: 12/10/14 Project No. RW -1511 Srp ,'A L 'ch Revision: - - S heet 3 of 6 Cap Unit Filter Fabric - 4 FT Wide Secure to Top Unit 5tratatex 5T140 or Equivalent w/ Concrete Adhesive Geogrid Reinforcement SRW Units Drainage Aggregate Min 12 No. 57 Stone ;ti fe, Reinforced Fill Compacted Granular So dtir' Storm Drain r°s;T•• Place 6eogri,d Under or Over Pipe (Min 3" Soil Cover) GEOGRI D AT STORM DRAIN DETAIL (Not to Scale) 1 I' 1' .14- ■�■� cer�a�ae�s is e Around Manhole" e� �a� V a�tt Fag z IS sip �r,�Its 1 �*"► .r�la• ' s &14� WlNE= r■■EMS 01111 NONE # � ONIONS 21 t 0111300001 ®lli�tll4�iR1'AixS�t3s iIC �� iii / ®®m will ONE IOIN 1911909aw MINN I$16 �•. ,.���.r,�1..���UA shm" 0 ■■ ENEENE 0 rlvanu a NINE S �gN��l� �iB# �a.�lr l��'>R{I I I�IIlS3Pi ■I■ f.,...>..,...... ...,..�..,...: ��� I�I��II�I�IIW IIk�05Eli8�1E911� Ii■ igloo Faith Christian Center International Albemarle CIRCE0 GEOTECH .- ical 5956 Duckland Mill Road r • • ' k '_ Roanoke, • . 24019 1 • . • ) 904-6200 Project NO. • ® . . Y 11C�E�: These notes were added by Civil Engineering, Inc. by the request of the Albemarle County Engineering division. 1. The owner shall engage inspection and testing services (quality control) during construction to ensure project design requirements are met; the lack of quality control by the owner does not relieve the contractor of these requirements. 2. Quality control shall include, but not be limited to, foundation soil investigation, verification of geotechnical design parameters, and verification that construction is in general compliances with the design drawings. 3. Only qualified and experienced technicians shall perform testing and inspection services. WALL A TOC = 426.33 TOC = 427.00 NIax.Wall Height (Including Embedment) = 19 FT TOC = 427.00 (12" Above Concrete Channel) Ex. Well House 4 36` - ... - (To Remain) _ d ---- ""'.;� –•� .� - _ ✓' rays ' N �. • •i . m . •. ri .•. . t, f • . r•. ivr•a'vf�• .. f . '''j �''` a .ce c••e•ar•^a^r .. ace r. •. ero 5ta� 265 BW 408 •(Sta.JO Sta. 20 -- --StQY 40• Sta. b0 "Sta. 80 Sta. 100 Stn. 160 Stn. 180- '- 5ta. 200 Sta. 220 Sta. 240 testa. 260 -Sta. 120 Sta. 140 SEW ,CG-- 'Gv NEVJ CG- ; i i NEW CG- 2 _ _ pA ` 1 � 1 pa CO ` a l S Sta. 277 t i'- T y L� �� Gam? i f7 _ F 9 ... R 4� y Z -i SITE PLAN w /2 -FT Wide Concrete Channel - (Approx. Scale 1" = 20 FT) 4,, -' & 4-FT Tall Chain -Link Fence C CO o A C) LEGEND Faith Christian Center International ® Cep Unit (4" Height) ... Albemarle County, Virginia CIRCEO 6EOTEGH 0 Anchor Vertica Units (8" Height x 18" Width) Circeo *. ��+ -- 5956 Buckland Mill Road Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) �,� �y, _ = -s Geotechnieal ,� -Il L Engineering, P.C. Roanoke, Virginia 24019 TOC Top of Cap Unit RETAINING WALL A CtRGEO '-` ��:`'� °' "� Phone: (540) 366-2373 t �,�i, a z n `s CJ/ , , :: TOW Top of Wall (Excluding Cap Unit) ft. 021245 Fax: (540) 904 -6200 Stn. 0 to Sta. 120 '=., 4 � 1 "_ io ft. BOW Bottom of Wall (Including Embedment) I..I: 200 • - ' 5trata&rid 56200 Viewed From Front Face of Wall ~ ,� f ""71` / 't" fit`• Scald: „ • 350 �• StrataGrid 56350 <'` �,�,� �C' V: 1 - loft. Project No. RW -1511 Sslo yAL Date: 12/10/14 BL Geogrid Length (ft) a 4" Drain Pie to I]aylight q = Design Soi I Bearing Pressure (psf) Revision: I I Sheet 5 of 6 wwwr- • • • w■iwwwwwwwwwwwwww0. -■ wwwwww ■.ww-wwwwwwwww-■wwwwww■�wwwww wwwla w ■iwwwwwwwwwwww- WA . . . . . . . . i■ wwwwwwwwwwwwwwwwwww- ■wwwwww■wiwwwww - -� -. ww'www-■ww ww ■ -■ wwwwwwwwwwwwwwwwwww -■wwwwww■�wwwww +lwwwwi■OWA • ww w �I mom wwwww■w -wwwww • !�rwww-■wr■ wr. • • - wwwww■�■wwwww haw■,�`.m-■wrw wr • i www► • • • ' wwwww■�wwww w-1 -•w►M • • • wla wwww� -w-Iww •� n'- ww • • • • ww w ww www�►�■-www ® wwww wwwww w wr • t-1w■ iww a.,M, wIw www w • / ' • www - ■wwwww, - w i • • i ■wl.'IiiYfYi. *'�14sA_1.... ww -1w .0 MOM wlI= i ■wwwww - • � • wwwww►,• �... "awl -mfr" i ■�1 irr.... wwwww ■ - www- iwwwww�q- i1� wwwwwl- -- lia ®- � �i■f•�r ■iww wr�l" ..?�.�Ira�wwwwl■�.- • � • • wwwi■wwwww�y�. �,f wwwww�w MMMM�/ w rw_maww www■ wwww w_w_�_i_r•� ww_w_w-iwwwwww■►wi • 1 • w • • • Cw • wwwwla - iiss 71 �� -- - -- �IiGL(f.�!"+vitiw,+L�^."!w'!. 1■nlnl!l11.�1..,:.w ■� .�I�ww�. ..:. 1 ���r� .�CZ�— ._.— .— �Ii�l -� �wwwwli:i�w_w_w :��ww �www��iil■fYiY��, ,. �■�Il�i�w — w�wwwyy ww -raw wwww►-w -■ §w�i�Z■!■/9iwwQwr -- — — — _ — wwww) - - -- {■wwww iwwwi• �w ww \mow► f/ /t l�w-■MwF-wwwiw/iwwiliwt 'If -�1l7+ .mow- :.r- i��r- ;�•-- fa■Ilifiv�d■I „-._ -- �I-i www -w■w•w�awww-■ ■•w ww ■la��w��w-■www��iC:aw-■wwr.www - ■�_wwryw_w. • _ f■f- i�wl�w -1 wf- w- •wf- f- ff��w.■doC��wawr - ��,,,_ Y,ff`.s�: � =wwillwwww- ■w�Iw ■ ■w w -fww[ www■ ' ww ■i- SS�wi■ wiiwwwwwwl wwwww - wwwwwwwwwwwwii���CL iri''� 't���wdtl�!_ICCfL�t�Glffdi ���t wwsfwl3iwii w ■iwwwww- R'.Awwwww — wwwwwww wwwi� wwwww no . � ■ii■ww- ■wwwww■ — �IwF>•Ift■I ■17w�i w ■ilf■�wfa•i!w !lwlwfa �■awwww� www .. swim ririii�■i� �igrii�iri lY.ri■■I■� .■f�i r■� fii i iri�lir/in.i� .l`i ifffi■�i. i,.\ wYwwi ■wwwwww■ _• ■IdfilftilNl�ffi�ii "" Ird ■Ir�in■IrYir wwwwwwi ■wwwww www GC r. �►1�i ' ^w�a* �i.:::. ���� � 4]i�r■wiirl�l �■ a�ilriwlc�i�liawis� r■■iiriiliirr�li�' : wlfi��:. 1■■w�iliiwrir •w■i■f��rr..: . 1 rim 11afilYi�ii fir `,., ��. ...r��f��.....,,,wf�■w�l/rlf1�- ■www -� ... ..— ....— .��1■��1w�1�1►fpw�i�wl r W r -i:r ri�r+rrrar r.a s,•ii.r�Virii iwwwl7�w�� _ ._�w�iiwww- L�wwwww -�w��- �w�wwwr'wilAi�r►■1 �wi`�r(' _ . 1 ; fa■s � — - — .�; -- �.ra- Ifr..■iriiwa ,., _ .:. a..r.- — ._... .�_�,....+■..d.■.ii 1 wwwwl- w- ■wwwwww ■iww www ww r i • wwwwwww- ■wwwwwwwwwww • • • / 1 '1 1 •1 1 :1 •1 11 1 1 1 1 111 11 . lot. r a, wwwww.... ■ -- wfiai ■wi■ ME w wwwww • ■wE3iwl ■ • 1 wwwww • • • ■ -wR ru 1� wwwww ■ORRIS ww wwwww • , • • jl���i� • • • • • • w ■►■wwa.■q■w► w , wwww ■� \w— .17i/ ■w • w • • wwww ■i'wfrif,11: -iT/ � : w w• ww• ■ ■: -• ■ w• www.■w- ww■■ MIN ` — v r.l-i 1■ F IwI W/I i wr _ AA lim • / wwww ■ ■ - ■ww-1 ■■a� ■ 71i� • • • • • • • ^ • : • • • • wwww ■: ■ - ■www �+ :7.t'7f < ?lwwfil wwww ■ ■- ■wwff►Iff /•i■• wrl - r•..ri.rirraa — -- riw■ I •r wl�w w_� ®fsa■aa�■iw lliilr �fw•■�i • C�■ 1� ww= , '+ �if�� +■Rr•�■".C>rT�fi■■■YYi■dfir wi • • • IN OFA wwwwww ■-w • m■wi � w wr,., 7w • • • C� � =cza1� ��_ �d 1 11 � OR 111 . Faith Christian 1 III . Albemarle .. Unit (4" Height) I CIRCE0 &EOTECH Anchor Vertica Units (8" Height x 18" Width) -• _ . • '•♦• Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) / ' • • ' .. • TOC Top of Cap Unit RETAINING WALL A III _, Phoine: (540) 366-2379 TOW Top of Wall (Excluding Cap Unit) - - --- 1 :• ' to Sta. ' • 10 Stratarsrid 56200 Viewed From Front • of • ® ®� Project / 350 — StrataGr• 1 • ■ • ' GL . • Orain Pipe to Daylight • Design Soil--Beciring Pressure • • 5 RW1,1 fir wwwwwww -MENEM • r I ME - wwwww�w�. #�■,. / • • : i • n . • • wwwwwwwi■ • • www— wwwwwwww■ ���,+,+ �rf \■ w..w.::. wwww "��wwir■wwww��www�aw,•..Irlru:r rr/i■Iy�iii�lYir��► f� ww w ■ ■rflwYiYir ^1/i■iIS•JSliwwwww�lw rl\r�1lF wi ■ ■ i • • • • • • ' wwwwwww �������ii ■■ • • •• wwww �w� ww��----- r■ilriw- ■Yiwww� I�V�■ I�tiiwwii.iww �� t �ww_ww_�_w_w_w__w■w��-w�i.�i • • wwwwwww ■■ ■ww =Ylwww -ice �� ������� ■� ■ice �- w „ „ w —�+—■ wwww -lwww- 1 -R� wwww�■M— i!�■�'S°SZ= — — i!n — �■E�.iwwwirCw — — — — — — , .— _ f■�, wwwwwwi ■www,ww I.w,i � ■� ■ ■wwww -;_,r.. ■�e�www�■ 3+— iiiiwwwwwwww ■wwww - C�Iwiww,..�. .� MEMO 11117 ,�! .: :E :C Z2= �= � 3-iCrizl C 3 wwwwww- wwwwwwi■ww-Iw ■wwiliw ■■ ■/ • 1• X�1 iifilw- €wwwww wwwwww`_-_-■ wR --. ww SwG�riwwww wwi -w ammiss wwwww -■wwww wwwwit wwwwww-■ww-;two■ wwwwwww■wwi■w■i - s■wwl�w wr-- .l�wrzir i��1�711■'•'! ■r--wwwwww '■ ! 7'�71■'�171r wwwwwwwwwwwwwwwi■www�■ �•7 ir!'7� ■!■�i ■!2 I�1■�\! E 1 w N--TOC ■wraw■iww ■w■-w■-r�:�wwwl■1■I•i wwl ■■iw�s ■�.�w�-- -, w�� ilew��w _I.�■■ ° ■ii���s�rwwwwwwwwwww ■■.i��r■i�l��1■■■�i•� ww�■li- ■wwwwww r�i•■- wwwwwwwwwwwwwwwi ■•��1■ w.l■r�■�wiww� ■www ■.�! wwwwr wwww ■�� - wiw -w- �1�1���■.�� i■�ilwwwwwl�- . • it i■ AIR • A =408.67 ' i mmm - � i r i■i■i mmm 0wwwiww■w�iwwirwwi • ' ��wwwwwl it�ri�, ��r rrr�r rrzmr■uwir wwwww - wwwwwww rrrr ww ■- www ■wwwww wwww rr ' rOMCZ y w�{ ww l■ rrrMrr■�-rr�-�irr ■awww�... w— - wl��ii wFJiwwwlwwwww :Cm NIMES'_I�! —JJ"i 1Fi::�'3�� .511ME� - ZZZ r.4im� �JQ smsm �3 ��� ■- wwwwwwwwwMIN _' wwww � E>s, wwww Z3�ZC: •�� . lhood■w■I MM `i■wig`illmY Iwi■i■wi■viwi■iwiriwil iwiii ii wwwwwwwww- wn-I�r- ri■ li.�■1.■■�r.ir..ilrr�rr■w■I..rw I-iw.•w�■w■■.Iw ■wwww y�■ w w � � �It•J f l iwi 1� rhMEMMIi■ 1 ;� �■�w11� -1., � —� ■ ■wi..TMi'7Y■wa�wl^IY '�^” IYr ... rliw�' wwwwi1w7�11Z71�w■�w■■� iwi, iiw■ il�iiili�iiirii" �wl�iil■. �1...��■wwYw■�wlw■■Ilwi. ■w■��1■ /rili■�ii - rww ii■� ■i ifiNifi■ iiii,■ liffr■/■I�iYI■ilYl■�YY lc��.... 2= ' iCldpllld���. �i.�iili�i■1�11��UU.rf�+r..�..- !10"F '::� ■���lww��ff>fs�t,. — �' .�iwir`il�- �wiii` I7•2 ,•wl.�:wwl-w /� - - :: .�:fraNrJ■a■wliilw iwi1`-111 a. +laa' i—_I c :. . 1 ww , • • • wwwwwwwwwwwww w ■- wwwwwwwwwwwwi■ _ _ � 1 1 / 1 1 1 •1 1 :1 •i 11 1 1 • NIax.Wall Height (Including Embedment) = 19 FT TOC = 427.00 (12" Above Concrete Channel) Ex. Well House 4 36` - ... - (To Remain) _ d ---- ""'.;� –•� .� - _ ✓' rays ' N �. • •i . m . •. ri .•. . t, f • . r•. ivr•a'vf�• .. f . '''j �''` a .ce c••e•ar•^a^r .. ace r. •. ero 5ta� 265 BW 408 •(Sta.JO Sta. 20 -- --StQY 40• Sta. b0 "Sta. 80 Sta. 100 Stn. 160 Stn. 180- '- 5ta. 200 Sta. 220 Sta. 240 testa. 260 -Sta. 120 Sta. 140 SEW ,CG-- 'Gv NEVJ CG- ; i i NEW CG- 2 _ _ pA ` 1 � 1 pa CO ` a l S Sta. 277 t i'- T y L� �� Gam? i f7 _ F 9 ... R 4� y Z -i SITE PLAN w /2 -FT Wide Concrete Channel - (Approx. Scale 1" = 20 FT) 4,, -' & 4-FT Tall Chain -Link Fence C CO o A C) LEGEND Faith Christian Center International ® Cep Unit (4" Height) ... Albemarle County, Virginia CIRCEO 6EOTEGH 0 Anchor Vertica Units (8" Height x 18" Width) Circeo *. ��+ -- 5956 Buckland Mill Road Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) �,� �y, _ = -s Geotechnieal ,� -Il L Engineering, P.C. Roanoke, Virginia 24019 TOC Top of Cap Unit RETAINING WALL A CtRGEO '-` ��:`'� °' "� Phone: (540) 366-2373 t �,�i, a z n `s CJ/ , , :: TOW Top of Wall (Excluding Cap Unit) ft. 021245 Fax: (540) 904 -6200 Stn. 0 to Sta. 120 '=., 4 � 1 "_ io ft. BOW Bottom of Wall (Including Embedment) I..I: 200 • - ' 5trata&rid 56200 Viewed From Front Face of Wall ~ ,� f ""71` / 't" fit`• Scald: „ • 350 �• StrataGrid 56350 <'` �,�,� �C' V: 1 - loft. Project No. RW -1511 Sslo yAL Date: 12/10/14 BL Geogrid Length (ft) a 4" Drain Pie to I]aylight q = Design Soi I Bearing Pressure (psf) Revision: I I Sheet 5 of 6 wwwr- • • • w■iwwwwwwwwwwwwww0. -■ wwwwww ■.ww-wwwwwwwww-■wwwwww■�wwwww wwwla w ■iwwwwwwwwwwww- WA . . . . . . . . i■ wwwwwwwwwwwwwwwwwww- ■wwwwww■wiwwwww - -� -. ww'www-■ww ww ■ -■ wwwwwwwwwwwwwwwwwww -■wwwwww■�wwwww +lwwwwi■OWA • ww w �I mom wwwww■w -wwwww • !�rwww-■wr■ wr. • • - wwwww■�■wwwww haw■,�`.m-■wrw wr • i www► • • • ' wwwww■�wwww w-1 -•w►M • • • wla wwww� -w-Iww •� n'- ww • • • • ww w ww www�►�■-www ® wwww wwwww w wr • t-1w■ iww a.,M, wIw www w • / ' • www - ■wwwww, - w i • • i ■wl.'IiiYfYi. *'�14sA_1.... ww -1w .0 MOM wlI= i ■wwwww - • � • wwwww►,• �... "awl -mfr" i ■�1 irr.... wwwww ■ - www- iwwwww�q- i1� wwwwwl- -- lia ®- � �i■f•�r ■iww wr�l" ..?�.�Ira�wwwwl■�.- • � • • wwwi■wwwww�y�. �,f wwwww�w MMMM�/ w rw_maww www■ wwww w_w_�_i_r•� ww_w_w-iwwwwww■►wi • 1 • w • • • Cw • wwwwla - iiss 71 �� -- - -- �IiGL(f.�!"+vitiw,+L�^."!w'!. 1■nlnl!l11.�1..,:.w ■� .�I�ww�. ..:. 1 ���r� .�CZ�— ._.— .— �Ii�l -� �wwwwli:i�w_w_w :��ww �www��iil■fYiY��, ,. �■�Il�i�w — w�wwwyy ww -raw wwww►-w -■ §w�i�Z■!■/9iwwQwr -- — — — _ — wwww) - - -- {■wwww iwwwi• �w ww \mow► f/ /t l�w-■MwF-wwwiw/iwwiliwt 'If -�1l7+ .mow- :.r- i��r- ;�•-- fa■Ilifiv�d■I „-._ -- �I-i www -w■w•w�awww-■ ■•w ww ■la��w��w-■www��iC:aw-■wwr.www - ■�_wwryw_w. • _ f■f- i�wl�w -1 wf- w- •wf- f- ff��w.■doC��wawr - ��,,,_ Y,ff`.s�: � =wwillwwww- ■w�Iw ■ ■w w -fww[ www■ ' ww ■i- SS�wi■ wiiwwwwwwl wwwww - wwwwwwwwwwwwii���CL iri''� 't���wdtl�!_ICCfL�t�Glffdi ���t wwsfwl3iwii w ■iwwwww- R'.Awwwww — wwwwwww wwwi� wwwww no . � ■ii■ww- ■wwwww■ — �IwF>•Ift■I ■17w�i w ■ilf■�wfa•i!w !lwlwfa �■awwww� www .. swim ririii�■i� �igrii�iri lY.ri■■I■� .■f�i r■� fii i iri�lir/in.i� .l`i ifffi■�i. i,.\ wYwwi ■wwwwww■ _• ■IdfilftilNl�ffi�ii "" Ird ■Ir�in■IrYir wwwwwwi ■wwwww www GC r. �►1�i ' ^w�a* �i.:::. ���� � 4]i�r■wiirl�l �■ a�ilriwlc�i�liawis� r■■iiriiliirr�li�' : wlfi��:. 1■■w�iliiwrir •w■i■f��rr..: . 1 rim 11afilYi�ii fir `,., ��. ...r��f��.....,,,wf�■w�l/rlf1�- ■www -� ... ..— ....— .��1■��1w�1�1►fpw�i�wl r W r -i:r ri�r+rrrar r.a s,•ii.r�Virii iwwwl7�w�� _ ._�w�iiwww- L�wwwww -�w��- �w�wwwr'wilAi�r►■1 �wi`�r(' _ . 1 ; fa■s � — - — .�; -- �.ra- Ifr..■iriiwa ,., _ .:. a..r.- — ._... .�_�,....+■..d.■.ii 1 wwwwl- w- ■wwwwww ■iww www ww r i • wwwwwww- ■wwwwwwwwwww • • • / 1 '1 1 •1 1 :1 •1 11 1 1 1 1 111 11 . lot. r a, wwwww.... ■ -- wfiai ■wi■ ME w wwwww • ■wE3iwl ■ • 1 wwwww • • • ■ -wR ru 1� wwwww ■ORRIS ww wwwww • , • • jl���i� • • • • • • w ■►■wwa.■q■w► w , wwww ■� \w— .17i/ ■w • w • • wwww ■i'wfrif,11: -iT/ � : w w• ww• ■ ■: -• ■ w• www.■w- ww■■ MIN ` — v r.l-i 1■ F IwI W/I i wr _ AA lim • / wwww ■ ■ - ■ww-1 ■■a� ■ 71i� • • • • • • • ^ • : • • • • wwww ■: ■ - ■www �+ :7.t'7f < ?lwwfil wwww ■ ■- ■wwff►Iff /•i■• wrl - r•..ri.rirraa — -- riw■ I •r wl�w w_� ®fsa■aa�■iw lliilr �fw•■�i • C�■ 1� ww= , '+ �if�� +■Rr•�■".C>rT�fi■■■YYi■dfir wi • • • IN OFA wwwwww ■-w • m■wi � w wr,., 7w • • • C� � =cza1� ��_ �d 1 11 � OR 111 . Faith Christian 1 III . Albemarle .. Unit (4" Height) I CIRCE0 &EOTECH Anchor Vertica Units (8" Height x 18" Width) -• _ . • '•♦• Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) / ' • • ' .. • TOC Top of Cap Unit RETAINING WALL A III _, Phoine: (540) 366-2379 TOW Top of Wall (Excluding Cap Unit) - - --- 1 :• ' to Sta. ' • 10 Stratarsrid 56200 Viewed From Front • of • ® ®� Project / 350 — StrataGr• 1 • ■ • ' GL . • Orain Pipe to Daylight • Design Soil--Beciring Pressure • • 5 RW1,1