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SDP200800003 Plan - Approved 2008-10-22
SIT D V LO M NT PLA.I.NS -3 3�a �evt�60C-�wy _5yt?mjccarT�-� Reviewed and Approved by the Commund DQy ioPm®ht UeF��menc Date I[JIo2 File# " Signature " AT THE INTERSECTION OF RICHMOND ROAD (ROUTE 250) E PANTOPS PARK DRIVE CHARLOTTESVILLE, VA ALBEMARLE COUNTY -436 1240-8 SEMNOLE TRAIL CHARLOTTESVILLE, VA 22901 CONTACT, BRIAN .EFFRIES PHONE, (434) 974-6928 ENGINEER FREELAND AND KAUFFMAN, 209 WEST STONE AVENUE GREENVILLE, S.C. 29609 TEL) (864) 233-5497 FAX) (864) 233-8915 INC. and 701 VDOT WAY CHARLOTTESVILLE, VA 22911 (434) 293 -COU (X-120) (434) 979-3759 CONTACT JOEL DENUNZIO 168 SPOTNAP ROAD CHARLOTTESVYIE, VIRGINIA 22911 !434) 977-4511 CONTACT, TOM GARRISON APPLICANT: CROWN AUTOMOTIVE 3633 C WEST GREENSBORO, WENDOVER NC 27407 OWNER REVISIONS BAUMGARDNER, RICKY LEE OR DONNA G AVENUJE 1252 STILL MEADOW AVENUE CHARLOTTESVILLE, VA 22901-6211 Albemarle County Community Development Engineering Review Compliance Certitiealiou I certify that thcse final plans meet the mquirenwnts otthe Alocinarle County Zoning Ordinance, the Water Protection Ordinnnm,dw$nhdivitii(rdinatwe, and lho Design Smtninds Manu61. uvJ arc prcpnnd in ta,.n inc with the Engineeting Eepedited Review Fina) PWea C'ha:Llisi. signanue Who SHEET I OF 10 DATE: MAY 14, 2008 DRAWING LIST= UTILITIES: GOVERNING AGENCIES: - I COVER SHEET WATER COMPANY GAS COMPANY " 2 TOPOGRAPHIC SURVEY ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 (434) 977-4511 PHONE' CONTACT- DEPT OP PUBLIC WORKS GAS DIVISION 305 4TH STREET, N.W. CHARLOTTESVLLE, VA 22902 (a34) 970-3815 { 1USEEMA LE OUNT6 AND CSL ITY MVE OPNENTT DEPARTMENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902-4596 (434) 2%-5832 (X-3432) (434) 972-4035 � DEMOLITION PLAN SITE PLAN 5 UTILITY PLAN 6 GRADING PLAN POWER COMPANY CONTACT, DAVID PENNOCK 7 LANDSCAPE PLAN SEWER COMPANY ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 (434) 977-4511 PHONE CONTACT DOMINION VIRGINIA POWER 120 TREDEGAR STREET RICHMOtJD, VA 232KI ARCHITECTURAL Rf.VI W BOA (Age); ao1 MC19F ROAD CHARLOTTESVILLE, VA 22902-4596 (434) 296-5832 (X-3276) CONTACT4MM�Al2ET MAUSZEWSKI 8 PRE DEVELOPED CONDITION PLAN 9 POST DEVELOPED CONDITION PLAN 10 BMP DRAINAGE AREA MAP RWI, RW2 RETAINING WALL DETAILS -436 1240-8 SEMNOLE TRAIL CHARLOTTESVILLE, VA 22901 CONTACT, BRIAN .EFFRIES PHONE, (434) 974-6928 ENGINEER FREELAND AND KAUFFMAN, 209 WEST STONE AVENUE GREENVILLE, S.C. 29609 TEL) (864) 233-5497 FAX) (864) 233-8915 INC. and 701 VDOT WAY CHARLOTTESVILLE, VA 22911 (434) 293 -COU (X-120) (434) 979-3759 CONTACT JOEL DENUNZIO 168 SPOTNAP ROAD CHARLOTTESVYIE, VIRGINIA 22911 !434) 977-4511 CONTACT, TOM GARRISON APPLICANT: CROWN AUTOMOTIVE 3633 C WEST GREENSBORO, WENDOVER NC 27407 OWNER REVISIONS BAUMGARDNER, RICKY LEE OR DONNA G AVENUJE 1252 STILL MEADOW AVENUE CHARLOTTESVILLE, VA 22901-6211 Albemarle County Community Development Engineering Review Compliance Certitiealiou I certify that thcse final plans meet the mquirenwnts otthe Alocinarle County Zoning Ordinance, the Water Protection Ordinnnm,dw$nhdivitii(rdinatwe, and lho Design Smtninds Manu61. uvJ arc prcpnnd in ta,.n inc with the Engineeting Eepedited Review Fina) PWea C'ha:Llisi. signanue Who SHEET I OF 10 DATE: MAY 14, 2008 - OE 15"RCP APPROXIMATE LOCATION OFA GPS LI IZ.E- _ I I CBMH TCI f 381.36 I.E.\ 377.06 \ \ \ 11 GOODV \I ENTR� - a OX..'Z \ w uw z-a�T / CBDI 1.5X2.5 /� // ? / TOP 380.10 / / / IE: 376.60 // / / / - I I I --I I I I I I / I I I 1 - t-- -I- -7- - r- -f 1 I I I ONEI W I I I 1 ISLAND -- t -9Nt-`N^T ,mv,... ONE-WAYL-_/,� / > \ \ SIGN / � C "' I C6-` \ - -i( - '1--- k'I i Pz I \ \ \ 1111 \ \ 11 \ \ CONs1RU�Z1oN ` \ \\` \1111 7�\\ AGN \' 1111 \ - =C-_ / CBMH / , 11 / / , / \ / / / / 1s"RCP AP OXIMATE LOC/jTl N 8�' �79 � ' /// // /,/ / \ / / / � / / TOP 392.04 / / / / / '/___/ _ / /' / // // / // / //' /•IE:387.99 / // / --�/ ' - - -�� � �7 - - - � -/, -T � -?" � / _ -� , / / / / / / / / � / // / / / _// / / / - - - - I \ \ I / I I I / r % i ROUTE 250 -RICHMOND ROAD;' r-- o 6 %, � J p° \ o 11117 LA \ I o v o v I \ 11 I I I 1 12 LO �\s I - C90 Ri - -\-. \ - - \ 11 - - .. -11 I \ I I I \ .% \ \ \ " 11 11 - , I \ \ \ \ w \� \,�� \,�9 1 ,\♦ \\ \\ - -\\ \\ \\ - \�_ \\ \\ too LA 0 � ; \\ 1111\ POB � 1111 1111\ � - � �\� - s � - 111i�\- -_77- -- -c 11 \11 11 11 - \ \ -r - 1111 -�- - -4- - -r _'r PPROXIMATE 72 42' 11 x-11 " �� `\ 149.86' TIE � ��\ `"\ *% `�\ X1111 _ ; _ \ IPF " T- \� -T 1111 �- 1111 575'1 TO \ 1111\ IPF 5 8"\�\ t-�� " IPS 5/8 �� \ \ S 89'56'19" E ` \ REBAR2 \ \ R W MONU' NT / LOCATION OF 11 EBAR � `\ / \ RIVERBEND DRIVE \ \ \ " 1111 1111 1111 FOUND \ \ EBAR 8 DIP S 89'56 24 E I "" I uc ° uc G � \ W U Uw - _ ° G UG UG _ -_- -� C SIDEWALK - Ill _ -_-- _� f� I UG C SIa:W w / / UG UG UG - i -__ --''- \ - I I \ = ( -- - -- \ - _�\`\`_� - _ _ _ -_�- - - - - - .. - IGHWAY�\ APPROXIMATE / PP - �> �- �r,rE, 9 \__ - ,\ I I 1111 I E - 1111 1� .= _ �� a'� - l) N 89 55 T- W _ - �Fi \ }SIGN \\ \ 78.25' TIE / ,' CASTTIRONON OG SF 6, ( �c ////--- /Ir/ /.1111 \\ _ . �\ - -� I Imo' 1i I -.--- - - - N - �i \ 1 / , \ \ ��� __---- -- 1111 1111 /� "UNIVERSITY" 20052.23' TIE - - _ - - - IPF 3/4" OPEN -1. \ t \ ` I AVAILABLE - / \� � \ I I I L \�\ � Ir PARCEL# 07800 `00 00 01500 \1111 \ �� V /•-I/ // /i ^\ y\\ \\` UNIVERSITY _ SIGN / LINE (90 PSI) , f / i I / ,�\ \ I \ N F I ! / 4 \ CGS MONUMENT S 89'04'50" W TOP W/ CAP �� \ \ \ I \ : 11 \ \ / j I ASPHALT AREA / 11 I \ / V \ \ \ 11 1\ � `,, I \ \ IPF 5 8" I 01 / - \ \\ I\ 1�1 ,\lr\\ \��l 1111 ASTIR ASB VA2 LLC 1111v11\11 I I I ///, I\ \ N 3899613.03 11111 \\i 1 1 ;11 . 39z2_ / / / , < - - - - I / _ _ D.B. 1 - - E 11476421.43 POG` \ \\ REBAR - - - - - I \ \ 4 \ 1 /. I \ 1111 B. 2793 8 „ 1111 1 I I i 1 i \ \\ TBM I \ \ 1111 \ 1 \ I / - '-��-T-- \ - -1- - �/ I \I III \ \ ` ZONING: \ 1 1 I 1 \ \ I I 30' SETACK UNE - _ _ 11 ` III i I .I l /\ y\ \ / I 1 1 /11 I I I -- � \ \\�IIGHWAY COMMERCIAL �\F / \ 3 PARCEL DESCRIPTION: Tract 1 Commencing at CGS monument 'University". having Virginia state plane coordinates of N 3,899,613.03 E 11,476,421.43 thence with a tie line N 89-04-50 E for 20,052.23 feet to an iron pin located on the southern right of way of Richmond Road (Route 250), said Iron pin being the Point of Beginning. Thence along said right of way S 89-56-24 E for 172.42 feet to an iron pin; thence leaving the southern right of way of Richmond Road (Route 250) along the common line of Astor ASB �n 2 thencLLC e N 89-56-122 W f 180.02 for 191.99 feet to an iron p feet to an iron pin; thence along the common line of Pantops Park LLC (DB 3098-198) N 02-47-09 W for 173.63 feet to an iron pin; thence along curve to the east having an arc length of 20.06 feet, a radius of 25.00 feet and a chord bearing and distance of N 20-07-52 E for 19.53 feet to the Point of Beginning. Sold tract contains 0.791 acres or 34,478 square feet more or less. Tract 2 Commencing at CGS monument 'University", having Virginia state plane coordinates of N 3,899,613.03 E 11,476,421.43 thence with a tie line N 89-04-50 E for 20,052.23 feet to an Iron pin located on the souther right of way of Richmond Road (Route 250). Thence along sold right of way S 89-56-24 E for 172.42 feet to an iron pin; thence leaving the southern right of way of Richmond Road (Route 250) along the common line of Astor ASB VA2 LLC (DB 2793-81) S 02-46-50 E for 191.99 feet to the Point of Beginning. Thence S 02-47-48 E for 74.88 feet to an iron pin; thence along the common line of Albemarle County Service Authority (DB 1240-287) S 02-20-18 E for 147.47 feet to an iron pin; thence S 86-27-56 W for 199.46 feet to an Iron pin; thence along the common line of Pontops Park LLC (DB 3098-198) N 02-16-38 W for 110.84 feet to an Iron pin; thence N 02-54-15 W for 123.96 feet to an iron pin; thence N 89-48-51 E for 20.08 feet to an iron pin; thence S 89-56-22 E for 180.02 feet to the Point of Beginning. Said tract contains 1.047 acres or 45.614 square feet more or less. CERTIFICATE: The Boundary survey as shown is based on a current field survey, and to the best of my knowledge and belief meets or exceeds the Minimum Standards and Procedure for Land Surveying as set by Paragraph 18VAC 10-20-370 & 380 a Rules and regulations of the Board of ArchitslcAure, P.E., L. nd L.A. 783 UTILITY CONTACTS: ZONING: TELEPHONE: ;, '_ =�l EMBARO ZONING AND CURRENT 1240-B SEMINOLETRAIL _ '%:4;I-',Ill _---- - '��- ------- -��I- ' '- 1�I1 ___-- ----- CHARLOTTESVILLE, VA 22901 401 MCINTIRE ROAD CONTACT: BRIAN JEFFRIES __ _--_--_-_-_-_---_-- __ - X ----_----_-_---______= -----= 407_3�=__�i�11/1�--------------___-____________ i PHONE: (434) 974-6928 - -ss2_ <\ -=_ --_ --____ ---______- ---------------- _ -a -�-ao6____ _ � \� ; \��___ _-��/ _ _ _ _ _ _ _ _ --------_ _ -- --_---_--==41- -a1 r-_-_--------_-_-/7� ____= 0---.--___-_--------- jEPL/E0�%J��+/ ALERS - a, `� / -39I-- __X_____________\-_ 1111\_ X ,_-_-_--_-_- --_-�- -_-_--_------------ _ _ _____ _-__________ ___- 409-- y -------402-403-oa--_-_-_--_-_- �.:_�-__= -------�.--_ --_-_ -- -------_-_-_-_-_-_----4 --408 N�fRANCE _ 10_- - _\ I��WALL ¢� // - ____`� _-_-_- \\�\l--_.�- --------_--_-_- --- _ �_�___--_=--400_---401 _HIGHWAY-_-- ------ ---- �� -- ---- --= iR�ET SIGN-----------405-----�406�07=------------------ --- -_ -- --399-- � __ 6��- - �� �� s I / \ `// 39l 1111 \\ �___-_46`Sr AL/AIRPORT-- _----- ---- - 9 --- --SIGN_ -------�.-- --- _ - '- - - 4:�__ ------ -_ ------- ----- ---- ` --- - ----- �- - �\ _�� ,� �� //^Illy�paSL _------- \��------�'f'N- ---_---_ _ -- -- - _ �_�` -�.r _- --�- _�____ --- - \ Box ,-- _-_ / AFFIC BOX \ \ .��. \ \ CONIC SIDEWALK \ \ Itjvm UW11 UI�A �- /, - =C-_ / CBMH / , 11 / / , / \ / / / / 1s"RCP AP OXIMATE LOC/jTl N 8�' �79 � ' /// // /,/ / \ / / / � / / TOP 392.04 / / / / / '/___/ _ / /' / // // / // / //' /•IE:387.99 / // / --�/ ' - - -�� � �7 - - - � -/, -T � -?" � / _ -� , / / / / / / / / � / // / / / _// / / / - - - - I \ \ I / I I I / r % i ROUTE 250 -RICHMOND ROAD;' r-- o 6 %, � J p° \ o 11117 LA \ I o v o v I \ 11 I I I 1 12 LO �\s I - C90 Ri - -\-. \ - - \ 11 - - .. -11 I \ I I I \ .% \ \ \ " 11 11 - , I \ \ \ \ w \� \,�� \,�9 1 ,\♦ \\ \\ - -\\ \\ \\ - \�_ \\ \\ too LA 0 � ; \\ 1111\ POB � 1111 1111\ � - � �\� - s � - 111i�\- -_77- -- -c 11 \11 11 11 - \ \ -r - 1111 -�- - -4- - -r _'r PPROXIMATE 72 42' 11 x-11 " �� `\ 149.86' TIE � ��\ `"\ *% `�\ X1111 _ ; _ \ IPF " T- \� -T 1111 �- 1111 575'1 TO \ 1111\ IPF 5 8"\�\ t-�� " IPS 5/8 �� \ \ S 89'56'19" E ` \ REBAR2 \ \ R W MONU' NT / LOCATION OF 11 EBAR � `\ / \ RIVERBEND DRIVE \ \ \ " 1111 1111 1111 FOUND \ \ EBAR 8 DIP S 89'56 24 E I "" I uc ° uc G � \ W U Uw - _ ° G UG UG _ -_- -� C SIDEWALK - Ill _ -_-- _� f� I UG C SIa:W w / / UG UG UG - i -__ --''- \ - I I \ = ( -- - -- \ - _�\`\`_� - _ _ _ -_�- - - - - - .. - IGHWAY�\ APPROXIMATE / PP - �> �- �r,rE, 9 \__ - ,\ I I 1111 I E - 1111 1� .= _ �� a'� - l) N 89 55 T- W _ - �Fi \ }SIGN \\ \ 78.25' TIE / ,' CASTTIRONON OG SF 6, ( �c ////--- /Ir/ /.1111 \\ _ . �\ - -� I Imo' 1i I -.--- - - - N - �i \ 1 / , \ \ ��� __---- -- 1111 1111 /� "UNIVERSITY" 20052.23' TIE - - _ - - - IPF 3/4" OPEN -1. \ t \ ` I AVAILABLE - / \� � \ I I I L \�\ � Ir PARCEL# 07800 `00 00 01500 \1111 \ �� V /•-I/ // /i ^\ y\\ \\` UNIVERSITY _ SIGN / LINE (90 PSI) , f / i I / ,�\ \ I \ N F I ! / 4 \ CGS MONUMENT S 89'04'50" W TOP W/ CAP �� \ \ \ I \ : 11 \ \ / j I ASPHALT AREA / 11 I \ / V \ \ \ 11 1\ � `,, I \ \ IPF 5 8" I 01 / - \ \\ I\ 1�1 ,\lr\\ \��l 1111 ASTIR ASB VA2 LLC 1111v11\11 I I I ///, I\ \ N 3899613.03 11111 \\i 1 1 ;11 . 39z2_ / / / , < - - - - I / _ _ D.B. 1 - - E 11476421.43 POG` \ \\ REBAR - - - - - I \ \ 4 \ 1 /. I \ 1111 B. 2793 8 „ 1111 1 I I i 1 i \ \\ TBM I \ \ 1111 \ 1 \ I / - '-��-T-- \ - -1- - �/ I \I III \ \ ` ZONING: \ 1 1 I 1 \ \ I I 30' SETACK UNE - _ _ 11 ` III i I .I l /\ y\ \ / I 1 1 /11 I I I -- � \ \\�IIGHWAY COMMERCIAL �\F / \ 3 PARCEL DESCRIPTION: Tract 1 Commencing at CGS monument 'University". having Virginia state plane coordinates of N 3,899,613.03 E 11,476,421.43 thence with a tie line N 89-04-50 E for 20,052.23 feet to an iron pin located on the southern right of way of Richmond Road (Route 250), said Iron pin being the Point of Beginning. Thence along said right of way S 89-56-24 E for 172.42 feet to an iron pin; thence leaving the southern right of way of Richmond Road (Route 250) along the common line of Astor ASB �n 2 thencLLC e N 89-56-122 W f 180.02 for 191.99 feet to an iron p feet to an iron pin; thence along the common line of Pantops Park LLC (DB 3098-198) N 02-47-09 W for 173.63 feet to an iron pin; thence along curve to the east having an arc length of 20.06 feet, a radius of 25.00 feet and a chord bearing and distance of N 20-07-52 E for 19.53 feet to the Point of Beginning. Sold tract contains 0.791 acres or 34,478 square feet more or less. Tract 2 Commencing at CGS monument 'University", having Virginia state plane coordinates of N 3,899,613.03 E 11,476,421.43 thence with a tie line N 89-04-50 E for 20,052.23 feet to an Iron pin located on the souther right of way of Richmond Road (Route 250). Thence along sold right of way S 89-56-24 E for 172.42 feet to an iron pin; thence leaving the southern right of way of Richmond Road (Route 250) along the common line of Astor ASB VA2 LLC (DB 2793-81) S 02-46-50 E for 191.99 feet to the Point of Beginning. Thence S 02-47-48 E for 74.88 feet to an iron pin; thence along the common line of Albemarle County Service Authority (DB 1240-287) S 02-20-18 E for 147.47 feet to an iron pin; thence S 86-27-56 W for 199.46 feet to an Iron pin; thence along the common line of Pontops Park LLC (DB 3098-198) N 02-16-38 W for 110.84 feet to an Iron pin; thence N 02-54-15 W for 123.96 feet to an iron pin; thence N 89-48-51 E for 20.08 feet to an iron pin; thence S 89-56-22 E for 180.02 feet to the Point of Beginning. Said tract contains 1.047 acres or 45.614 square feet more or less. CERTIFICATE: The Boundary survey as shown is based on a current field survey, and to the best of my knowledge and belief meets or exceeds the Minimum Standards and Procedure for Land Surveying as set by Paragraph 18VAC 10-20-370 & 380 a Rules and regulations of the Board of ArchitslcAure, P.E., L. nd L.A. 783 UTILITY CONTACTS: ZONING: TELEPHONE: COUNTY OF ALBEMARLE EMBARO ZONING AND CURRENT 1240-B SEMINOLETRAIL DEVELOPMENT CHARLOTTESVILLE, VA 22901 401 MCINTIRE ROAD CONTACT: BRIAN JEFFRIES CHARLOTTESVILLE, VA PHONE: (434) 974-6928 22902-4596 / CONTACT: FRANCIS H. MacCALL WATER AND SEWER: PHONE: (434) 296-5832 EXT. ALBEMARLE COUNTY WATER 3418 AND SEWER AUTHORITY FAX: (434) 972-4126 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 ELECTRIC: CONTACT: JILL ZIMMERMAN DOMINION VIRGINIA POWER 120 TREDEGAR STREET EMAIL: (JZIMMERMANOSERVICEAUTHORITY.COM) RICHMOND, VA 23219 CONTACT: CHRISTY CHARLOTTE VA DOT PHONE: (888) 667-3000 DEPT. OF PUBLIC WORKS DoT DIVISION GAS: 305 4TH STREET, N.W. DEPT. OF PUBLIC WORKS P.O. BOX 911 CHARLOTTESVILLE, VA 22902 GAS DIVISION 305 4TH STREET, N.W. CONTACT: MARY ZYLOWSKI P.O. BOX 911 PHONE: (434) 970-3815 CHARLOTTESVILLE, VA 22902 FAX: (434) 970-3817 CONTACT: MARY ZYLOWSKI PHONE: (434) 970-3815 FAX: (434) 970-3817 TOP OF FIRE 1 I ' , ; \ \ I I I I / , •` ` 4. COMMERCIAL - I 1 ,,,. , I I I 1 I \ I `\ \ 11 USE ERC L 1111 r I i f// I\\ HYDRANT I III iI 1 \-_. .< < I\ 1111 ,I 11 � Il/, 1 I 1111 \\I\ 1111 - -- - - -\� - - - \`<\ - - - -. ------,I % i i/� \\� \\ \ I 1 \ u m , . I 1 / , \ \ r- \ \ \ -Ill / / / r " (SEE DETAIL) I i I I I 1 , ��9Ir\ ' I I'\ 10 � < :' •'' I I \ I I I I I I I % 1111,111, I� ,`1111 `.` 1111 I\\ I 11\\ `\11 Y i(- \\I 1111 ELEV=396.40 I I I I I 1 i 1 I f 1 . , 'GRAVEL AREA • , , I 1 11 11 11 \ \ ° •' ---- I \ \-, "C I = \.. _ 11 I I / \ 11 I I 1 1 1 I ASPH T AREA I I I 1111 1111 \ i\\I \ i /-\ 11 1111 I 11 / 1\ \ I I I I A$Pl AREA \ \\ I I /S 11 111 \\ /- I v \ I - \ \ 1111 I 11 1 1 1 1 1 1/ \ \ 1 L". I I �, /111. I I - 11MJ / I I \ I 1 I 1 Ii 11 ,r � • \ \\'\ \I ` 1 I .<' . , / , I I //� \ \- ----- - _- - I \\ ` I / / \I / / / I I I II/////\\1/11 \\\\I 1 I I \ I Vl \ I - �I / J / ! / / I I I /// \ \ I I \ \ \ I 1 I TRACT 1' • , . • • CREPE MYRTLE \ .. I I / / I1\ Iyl I _ I 1 \ \ I / f \ \ - 1 1 1 `` i 1 I < 3" CHERRY` I ill O I 111 \ I 1�. / I I / I I I // //l/1 \ \\ I 1 1 ,, \ 0 \ 11 I 1 I PARCEL 07800 00 00 01581 1111 /N / / I r 1 1 \ \ 1 • • \ Z 1 1 /ill, I � I I l \ l \ :I\ / \! / I/ /// ///l/ \\ I 1 I I 1 1 • 1 \ 1 I N //F I / / I \ I / \ / ( , _ / - I 1 \ �`�3 `` \ \O 1 11 1 RICKEY LEE AND DONNA G. BAUMGARDNER I I \ , 11, 1111 �_ \ 1111 r L_ _..-__--------- - I //111/llll,ii'/\ \1 111 3- 1 1 1 11 es. i 11 /.. \ \\ - / / I ( 1111\\1r/-, \�\\ 11\11 11 11 I f `\ - \ \N 1 I 1 D.B. 774-510 R .1 I I L I I I I I I 11\ / `\ `�o v / I t 1111\ \/ \ \ 1111 1111 7800 00 00 01600 1 1 \ \ ,' 1 I 1111 I I y F 11 / � � / . \ \ 1111 PARCELS 0 I I I I 11 `� \ \I� ; I I ZONING: 11 I I I I I I I I `\ / j / r I ,I %\� `� \\ 1111\ \ N/F I I I 1 1 \ Yp I I HIGHWAY COMMERCIAL J y_T_/: / II II I III in *% \ / - I I / - -- 1 / / I \.i -_'I\\ \ \\\\\ PANTOPS PARK LLC I I I \ \ I - _== -= -- --- - D.B. 3098-198 1 1 1 1 1 11 `GATE_ \ s \ I\ I I` 34 478 SQ ti l I I i I 1 I I I' � -- _ - -_-- 1 / / r \ �� I I 1 ory 1 / \ I : \ \ \ \ .FT. , / 1 Ili I^ `.`` 1 l . I� a ,/ i '141. \\..,� ► \ 1111\\\ -\ /////Ill 4 / / ,# 11 / \/"`� ! / I \ / // I\ / // �11 - _N \ 1 \ 1 , .t l� //ll,/d/ I \ \ / / 1 1 \11'\ t \ / / j� - -- - / // / 11 \� / 4. ///// ZONING 1 I , \ \ ' 0.791 ACRES / / ////,/, I I:� - _ _ _ NEIGHBORHOOD MODEL DISTRICT I 1 I 1 `` , ► \ _ - - - / / / `,� I' / / I / / I /�i, / 4, \ S \` / ///////////r II \ \\N ( / 1 \�g6 I i - / 1 /I USE: COMMERCIAL 1 \ 11 • . r / 1 /tC ' ` \ / - ; / _ / / �11 - I 1 11 \ '� t, / // //// / / � v,%- TT-�� I / i 1 1 �:-„i, I j / �; I / 1� ,k��/ I // �N -/ \ \ 11 \ \ 1111 1--- _ _ --- / / %/ill %/ /•tOp \� \ \ 1111 \ L--- �� �3 ` -1;' - -- L _ 1 / / l / III\r� \ _\ --- \1--- `--__-_- --- / // ////,/ / /r \ 1111 1111\\\ \ 1111 I o -1 / - - \� -- ,/ / /� / ,,I 1/ 11� 1 \I\ v \ \` _-_ --- 3 -398---_-----_- -_-------_- // /, / 11/, l / 1 / \ \ \ \ \ \ \ \ \ � , _1 / �,_ =_r ! /^ / 1 // II 11 I I\ , , , : � I\ (A , _ .Z.Z� ••---��-_ 39697_-_-_-_-_- _-_-_-_-_-.__ ___ �� i i� ill /l/ll 1 //il � � \\ \\ \\\ � 1111\\; \�\ \\ \\ ` ` - \✓ __ I , - -L Er. 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BAUMGARDNER SDMH���/���� -/// /// �/ / / 1 % / 1!l l 111///////'//// CONSTRUCTION ON I /' /'' / / / /'� // GRASS AREA / D.B. 881- 426 TOP 368.99 - - N , / / / / , , l / I I / l l / / 1 11 ,/ , IE IN: 354.59 / / / / r I I l / / / ADJACENT PROPERTY I 1 ZONING: /'- ,/ / , , / // " I I I I l l / // / III 1 ,-' // HIGHWAY COMMERCIAL -�-'IE OUT: 354.09, �j --- 10 , / / , / / / / / I I I I l I l/ / / I 111 1 r' / /-,,-o�//" 11O /,// // /// �/ / / / // 1 I I i / //// 1 1 \ /. / s / // ///III/i UNABLE TO SET PIN III 1 I F41.047 5614 SQ.FT. .: // / / /////,//1//// DUE TO ONGOING I 1 I i `/ /, ' / / / / / 1 I I a� \ ACRES / / / / ,/ ,/ m / / / / / / / / / / /, //1/ / / / / / / / / / / CONSTRUCTION ON It 1 \ / /_ _ - / / / / / / / / / / I/ / I ADJACENT PROPERTY I I II /' \\ I- "'- // /// , // / / //% ///'/ / / 3' / / i II illy \- / �� m/ ,/ / / // / / / / /'�/ /��a // I I I i I /11 11 / \ + h / � / / / / / / / / / / , // // II 1 I I I // 11\11 ,'11 11111111 / j/�� \ y6b �\ / / ,// j ,' ////// / / / / /�// / / /// I Z II ilii / \ / \11 eo,P/< /� i^ \ / ,, / ,v / / / / / /�// ///// ' I I I I I I 1111 11'+x/ /'`,' r �S�,waN I I ' / / // / //i ///////// / / // // 0" �► I x-_ 11 / / / N _. I Ill I I CBDI 3X3 / / J,\ POSSIBLE \ �wAT9R I I / / ,�C( ,/ / / / / / / / / // / / / I . 1 l 1 TOP 363.84 ,- / / JUNCTION BOX / i/ ' / / / / / / /�`rij / / l I .1 * I I I I I I�E: 344.79 / � / / UNABLE TO 11 i i I % ,"'1\ /// / ///////i / / ��/ j3� / ,.- / ,/ 1 ( / 1 I 1 I I i /•%// LOCATE N /, I �/ / / / / / /,/ �! / _9 III /// / / // // / / III I III I (�j / j �y6 - / / / �./.' n- �/ / / / /,/ / / h / / /' to I I I III 1 �1 i _W /�- , 59 C\ .� �� I / "/ / , / ///l,N/ / / PARCEL# 07800 00 00 015C0 I I I 11 / - / / � - �� e' , / / / / / .-"wT-r-xT--�- I I I I I ,/ / // 11\, -i // %�,.-- ,- ,,i'/ 31 I' / / // ///// / / Ill FIRE HYDRANT DETAIL I I I I I \�\`��/ ,// //�� ,.1� ,� 11 �i�j,�- ,s ��% " i11., / / // ALBEMARLE COO8NT2�SER2 �E AUTHORITY Ill Il 1�\� � \\`'/ /' --%'�/ice %,-i �\ o"%' - -,,� 'i R BARa' i - I I l ZONING: \ \ \ \ /1111 - -- ---00 �� 1 I, _- ,.350 , , HIGHWAY COMMERCIAL ***CAUTION*** ( --- / 1111 PS 5/8"\�/ 1111 1 �, �' CBMH USE: COMMERCIAL I \R�BkR� \ __ .111 199.4f �� .- -',"" . TOP: 387.42 '27 56 W ' ' - - - " en 82 ����,� 11\ 11 �- -��= _ _ 'moi , '-' /�j / / r/ J _ ___- _ - .4-c��--- - ' �� / g / ' / _ 1 / / -��- \_--____-- _F - / ' k� % / �� FENCE SSMH / //�� _- - -NE ��/ ' C MH/ / / ��', , - RIM: 387.44 70 84 / ;v / _ - - _- .I....., -- TOP 385.63 �0 IE IN. 3 /I I SSMH - .�=--- '-- IE: 378.29 / IE OUT: 370.64 / / / / I i / RIM: 374.77 ��� -�_' .'�----,-'IE-OUT: 374.89/ IE IN: 369.77 / f- SDMHH TOP 385.19 4/ I? ,- �.� --' /-' ,/ /��/ /111E // I OUT: 369.17 //' /"�� �/., //' IE IN,q: 378.29 / ��/ �,/ IE ODUT: 374.89 / / I , s. CAUTION .a / / / � / / li' , / // ,' ,' / / UNE TABLE LINE LENGTH BEARING L1 20.08' N 89'48'51" E / / / / L2 TIE 1.45' S 02'04'31" W THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED // ,/ / / // 1// - �. ,/lolo Ile ' /, FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. // // //� // ,/1 /,/ ,. //, THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND /\ / / / / , //1 , / CURVE TABLE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, TOP 373.39'�' EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES IE: 343.94 �I' CURVE RADIUS LENGTH TANGENT CHORD BEARING DELT NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN -d THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT I Cil 5.00' 20.06 10,61' 19.53' N 207'52" E 4558'36 ATED AS ACCURATELY AS POSSIBLE FROM INFORMATION THEY ARE LOC / / AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. LEGEND: POINT OF BEGINNING POINT OF COMMENCEMENT TEMPORARY BENCHMARK LIGHT POLE POWER POLE WATER VALVE WATER METER STORM DRAIN MANHOLE CATCH BASIN SANITARY SEWER MANHOLE GAS VALVE TELEPHONE PEDESTAL FIBER OPTIC CABLE MARKER MONITORING WELL FIRE HYDRANT IRON PIN SET (5/8" REBAR) IRON PIN FOUND OVERHEAD ELECTRIC UNE UNDERGROUND ELECTRIC UNE SANITARY SEWER UNE WATER UNE GAS UNE OVERHEAD TELEPHONE UNE UNDERGROUND TELEPHONE UNE GUARD POST UNDERGROUND GAS MARKER CLEANOUT REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE RIGHT-OF-WAY SANITARY SEWER EASEMENT WHITE UNE DASHED WHITE UNE YELLOW UNE DOUBLE YELLOW UNE 5' CONTOUR 1' CONTOUR TREE UNE SIGN STORM DRAIN PIPE 2 HEAD LIGHT STANDARD 3 HEAD LIGHT STANDARD 1 HEAD LIGHT STANDARD FENCE SURVEYOR'S NOTES: 1) ZONING PROVIDED BY THE APPROPRIATE GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL PURPOSES ONLY. 2) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. POSSIBLE ENCROACHMENTS: LAND AREA: SEE INDIVIDUAL PARCELS BASIS OF BEARINGS AND BENCHMARK: BASIS OF BEARINGS STATE PLANE COORDINATES VAS FROM GPS OBSERVATION OF MONUMENT "UNIVERSITY NAD 83 VERTICAL DATUM BASED ON MONUMENT "E 346 RESET" NAVD 88 FisouAc!helan 1� SURVEYORS • ENGINEERS FREELAND & ASSOCIATES, INC. 323 WEST STONE AVE. GREENVILLE S.C. 29609 TEL. (864) 271-4924 FAX: (864) 233-0315 EMAIL: jfreeland®worldnet.att.net DRAWN: JMP PARTY CHIEF: LP CHECKED: JKS REF. PLAT BOOK: 688-329; 445-426A REF. DEED BOOK: SEE INDIVIDUAL PARCELS TAX MAP : SEE INDIVIDUAL PARCELS DATE OF SURVEY: 11-9-07 DATE DRAWN: 11-12-07 DRAWING NO: 59513 DATE OF LAST REVISION: 2-26-08 0' 30' 60' 90' SCALE: 1" - 30' --.-,Tfl OF D 1p- _ o � G FREELAND 2789 �� RLS: James R. Freeland 7%O, d„� Sli 4 sIt COMMONWEALTH OF VIRGINIA RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY • • t, � • �l • • • SITE ADDRESS: RICHMOND ROAD CHARLOTTESVILLE, VA SHEET 2 OF 10 b - -___ ________gq__�-= -1 _6T ,_ r r 'I_4y - I i i �J _ SITE � D41II-0 "o 1 J90. --- _ p:a-n - - ----- - --- -- CBMH AFPP_TIMATE LUCAIIi JI i/F d" (IIF' ' � TOP ,a .o+ POWER POLES. GUYS AND OVERHEAD - -- T P sir 1 IE_. K' 1'1 �' -- ----- — — --- — — — — �Ur3ES -To EE-pek;C 'ix:EO-A5�2E ED- 'r �FF'F IIIPTE —� r.T_ 1 I T I/ •— � -_ __ L fI DLII - _��L - 1 F; rr - — IIII Grll 1 F HI - _ --- '•y3 SLGNL slr 1, % I IpiJ Ur/ V - _ I'I IH�I C O �SI r0 .CT 'Ct p(�) I i F ��;"v/) r O — _� a O -t Itwre.e, -nE-NA\, II 1 BMW SIGN TO BeBE' — — 61AH -- IrN�/ \ \ APrF T "' "� ��' 3s 1 CLRB 8 GUTTER AND RELOCATED s�.0 O pj gi t a q7 u 0 �j Lp `'\ -ETE TO2EMOVED 1 N _ — — — TI BE _ SIpEJALiE TCS BE- , — LOCATION MAP (NTS) _ 14986 TIE i ro _rl_ r`k, _ r%, =,_ CC, _ — — — — =.7=:t ro '-^T41R-fr A_ aPPpr� IMATE 172.42' IF _ REMOVED (TYP) - �/- kiw M•IIIUMEIIT LIIIE 190 PyP�i p L014TI5t1 OF F �P S 89'56'19' EI REB AP• FIVEPBEIID LI"VE PEBAF. OF S '56'24" E c9 FOUII :j 78 25' TIES-� CONTRACTOR COORDINATE WITH :jREE ETOP-IA/ TELEPHONE COMPANY ON RE'M9VED _ nEi r 5 89roa'So" w CAP �-( P ' ; i, I REMOVAL/RELOCATION OF ALL 1 `\9 r . •� '. 1 I I� OVERHEADJUNDERGROUN�S POC 1 i 1 �F • 111 r A, A$RW.T ____-- 1 \ 1 :\ / III : PAsar�Ja 1 9 _'i I/ o l \1 A •rr'�i '/I0I,A ASPHALT y. ) --- 1 .- I d 1 I r'1 AREA TO BE v � TOP +00.90 .�, . T I �I Il i 111 ��: REMOVED -- — I' 1*I r I ® I l y l II r IES'3`_•. 5 I � I \ \ IIII 1 ' � `lyl i I1 ! �\ y. III III#7.\� IIIb \ "'vgvIf 39o.ls wm ,n ii i'II�$'. ,� � �'' , •;i' Iriii�� 1'r �v�I��Iv Vo I 1 ,AA01 I IIIIIII V' �'_ yd� O IAA •v AA VA CBDI I IYyILLL m"a1 -I uRpp I 11 `�1 �_ \\\IJP 1I/llllllfn 1'�I' A I1 .0� -t r' PAm:wGLLJ di 1 `�, TUP 3a6,JO �'' t CO I \ 1 rr III .3`, : / �� I '> • C` I I. 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' 'p I ,_ $ _ _ - _ _ _ I Y I NII I I awns ' I i i l — --3- I ti, v \\\\\ \\\\ \ \ \ I[ 6�' z*s-- LIGHT POLE TO BFTSPrwLT Ili i _j_/ ,54__ I, a'v v v i REMOVED OR I IIIIIII /�"/ \tom\\\\\\\\ _ II t V F===== _____-_� 41 I,_-__= 7{._i_I ulI \ \ \ RELOCATED I J II^I illlll 1 \\` LOP i 94 / 1 II 11 I 1 I �I-I/ A�` _ _ I'II111 _ % ��. v v 1 Ll' 39+ 1 (TYP '"Ilii IIII II� IIs `II �� v v v v v v ��111 saAss ACEA i' i 'y� saxr,�' REUI�IW�L�t" AL -- / To,(TOkEBAR III ----------------- -,� — - '/,�4_% �h 1 a.14�-�-�- �-�y-i -L� �r tIH� # Ns89.5454' E ' 27752S TIES ss ss c- ss l 1BDI yj IIII r 1, IIEIM 71 t' — k P1,16 � _ ( TOP 361,43 \ I I I I I I" ' „ - -- -- -- ',/� IE 358 51 f l I r I, I I IE 1 T o L'— II _ - _ _ _ a _ _- -_- = z - do =a _ �' - T - I1 I N rr t r /h 1,� / y ��i; r )I . 4-i-r'I I i/r � , /y I�FA�CII IS4NON LEGEND T �- -- -.---.------ - _�___� __1� 11 I� 1• - ry I Y� ITIII II , r�/ "i / _ L� y� ®ID I II a i' i/ gipE-iQ_,:/ I EXISTING ITEM TO 8E REMOVED _ ®_ - - STORM DR 4iW, 0 - I III ri l /.`� /� BE REPLACEED WITH RCP N ' i i I J i l �1 r' I l l 5 11 I, __ II r 1`'I/ )$ W^ 3 �'c 1 III ;'I POSSIBLE N I I !III (I I r I m� v •_ mina" I 111 I\ 7��/ ANCTION 801 UNABLE TO LOCATE '�lO Ylpll ll�I noa uooro III 1111 A r /�� m j/, OI ', ✓ IM4 / \_ ��_• m ,IT, NII/ ) SDW j TaeIt IE / I I II II 1 - r0- Ra/ s �'T- _ =�mm�s� a -a. a ®--- - i11�11 - 1 wntm L NOTE: REMOVE AND/OR RELOCATE ALL EXISTING ITEMS WITHIN THE HAT04ED AREA NECESSARY TO ACCOMPLISH THE WORK SHOW PLANS FORE NEW LOCATIONSTOF UTILTES, ETC. — ------ i -- ------- r- -- 1 u f-- _ I �pp �� I N I I. III aI PAPCELauau,, .:'CURB a GUTTER TO Be� \ �Q" - / J / III apLE II IIT ' F TI E aI ITr1 �F r IRS s L B 14L .a II REMOVED 01AMEPiIAL �____ ', / \� { - t _ ,�" -���. UF: 367.+_' I R 4 V V 1 i .1 W 199 446 `? fi IE 3608_ \ 5 86 27 56 II V IL=_v=_�a-__= --- s�e.a® ~ z--•-- � -- 'P" Tey fi - -es+ _ \RIMH - - - - - - -x=`71 R Ili i r _ I k - _ { ^9's LEIA11 0.'g � 395,19 kTM 3 ++ TT1 iv I `` � IE m. ne.9 IE u1 3. + IT IS THE RESPONSIBILITY OF THE IE VNT: 37489 IE 7 ,:O.o4 CONTRACTOR TO STUDY THE _ _ PLANS AND VISIT THE SITE TO i III( _ - DETERMINE THE ITEMS THAT MUST I I �,, Be REMOVED TO COMPLY WITH ( rip/R THE SITE DEVELOPMENT PLANS" III I f / / 91 I : r II NY' 1! - FORE THEA REMOVAL WILLBE ANY NO FEE E PAID ITEM II A I II y I NOT LISTED THAT IS VISIBLE UPON JI A SITE VISIT. RI I ____-_--__� VI II 6i---- _-�__—_ --_- s�_a—___ �n a DEMOLITION W ___-________� �,�� I PLAN �1--------------�I r f, ' L_--= V---------------'� 0 90 ao " I scALE r 30' ass�a --- - - --- --- - _-- J� _ REVISIONS I BY z i0 z Q lu Of LL ti O L 01 G (V > C3 JI') ®Q p0,co IF n(� co c w n o O NOT(n -4`O •3: CIDa ai Q3 0\ c m0 c W z mQ ui W > > Q O jj >Wry p� _J 0 0 M W > OZZ Z W QUO JW(f) O� O o3W UOfOYIN pt n J U Q LLI D1 DRAWN AK )HECKEI CAG DATE - 30' 3 OF 10 94!eTS SDP=200800003 ��/ Irj 1YJSP1`1`41-AFP'Ya'T SIGN •-c - - - —.._� —_ —_.,E _— LE—�--�`�� '� TRAFFIC BOA G EWA-/ I.A. Ck£'11A1 $I:'atY J - - -- I, W hl, J 0JMEI IT Ft U11 C, 500' SIGHT ----------------- •-. < - DISTANCE LINE - - - - - f e ------- - --_— N C IISI:-b t IJII `IL1/.EI3,T J 8 5'43 W EF TiE IT," CGI2B T1 -1P W' CAP 4 O U lu II II o �; p�� �NWm II Iu I Uw Li pl >aLi ® I N I w ILL / Y� PARCEL# 07800 00 011 OI600i1 I LL a III PAIITr IPSPARI, LLI- I I W _ _ D8. 3098-1'9P I a w LL _=ONIhIG: L — ] � s e = N' : rIGHBORHOOD MODEL N-T!"k 1 I W I n'RW II vlv Q Y I — _ - _ _ _ INII g © RESERVED "(P PU D.B. 445-425A III'ISTREET Z w a a:w 3[0 II I V K 0 NI I i I1Ir��s�- �_- 44-1 I I II Iq q _>_ 9II R N I 1 rf jl I RETAIN NG N 1 d=�=azs�=i;=�==�� I 1 NI 1 X� WALL "A' I 11 I I N III II (TIERED I WALL) �--- II I I I N NI i I N I i 50' q - q II » it INGRESS/EGRES 0 PF 11�1 EASEMENT PE /N 11>__s__1 ❑ .N -JY 01 Dz. 81-5 L- - __ - - - - - m� �v v a, �. - - `T - - - _ s N D. 6 688-323-15 LJ ® I F- 5 S mg Amo �' NI ��iln y II Uwc� I II YI ® j 11 Ll�_ r�--® STOP r---- - - I� �I l� ❑ jl III j 11 SIGN �N I NI CG � a _� li q q a II III I 11 25'R I -------- - - - - -- --- I N I VI I I II ` r-------- ---- 1 N --------------- III II II N 1 y1 �=Ij LmY jY I II IN I VI IN Yi -J YI ul IN II I I III � B IY NI aa_>-== s=- - �_ 111111 � _____a_______________ GI y1 Y = - III N _ --------------------lN L-1 Ij I oma_m_==_-.�->________®_===m___>sv��==_=__�e� ,.NeY1fIIL1 F,(-)[-ITE F11 _ H I J (A I L) - I_) 4L L) ESTIMATED TRAFFIC GENERATION • FOR ROUTE 2501 1 111_i F' ',r'/ DAILY TRIPS - 476 VPD_ IPF 5)o -PEBAR — _- PM PEAK )-TOUR • 38 VPH 149.86' TIE — IRS AR S 89'5 :_218' REBAP, 5' SIDEWALK CGl2B - - 45 R CG6 - - - CGI2B 25R �- PROPOSED RO)W T_ u---E� I 30' SETBACt LINE 4' HIGH CHAIN LINK FENCE ON 8' TOP OF WAL,I..�-- 0 + t I 40' L 9' (TYP) ly 40' WIDE — I NIGRESS/E _ EASEMENT - - - - - Q ® 24' SIDEWALK 5 TRACT 1 SIDEWALK FARtEL# 07800 00 00 01581 I'F PICGE. LEE AND D�JI'F IA G BAUMGARONER 0.6 774-510 4' HIGH CHAIN HIi011111, .HWA� JMHEF']AL LINK FELE I--- -- i ROLL-Lip--� a7al ACRES- SB2VNCE 0002 FROM 71 STOQIAGEIDELIVE12 CROWN BMW RETAIL PARTS E SERVICE BUILDING r 14,269 SF 71 F 22 EMPLOYEES 30' 4' WIDE 1001' SIGHT 7rANCE SIGN BMW SIGN 24' CONNECT TO'-' EXISTING CURB E GUTTER DUMPSTER /111 24' R I CONCRETE RAIL CRE: ARCH) TRACT 2 PAR EL# 07800 10 00 015BO II F RICK I LEE ANC U 1111A G. EAIJMu9DNNEF D-6 Bal +'d6 P 111u I:.. HIHW .]MMEROIAL >° r4661a S M SJ m IL1.047 AptESJ SR,,ss AREA m �FLH�F SIDEWALK- - �CG6 10 PROPOSED ROW I RELOCATED ELECTRIC POLES ------------ _ I I I f Ior I I � & \ C f PARCEL# 07800 UO 00 01500 I� Z N/F ASTAR ASB rA1 LLC _ O.B 2793-81 74f!ZONING: HIGHWAI COMMERCIAL 1.769 AC .4' HIGH CHAIN LINK FENCE ON TOP OF I I I I I I I I I I I IFF 1 ---- REBAR I SIGN Al2EA LvNe - - - - - - - - -y N 89'54'54" E 275.23' TIE ..1 CONVEX � TRACT 2 PAR EL# 07800 10 00 015BO II F RICK I LEE ANC U 1111A G. EAIJMu9DNNEF D-6 Bal +'d6 P 111u I:.. HIHW .]MMEROIAL >° r4661a S M SJ m IL1.047 AptESJ SR,,ss AREA m �FLH�F SIDEWALK- - �CG6 10 PROPOSED ROW I RELOCATED ELECTRIC POLES ------------ _ I I I f Ior I I � & \ C f PARCEL# 07800 UO 00 01500 I� Z N/F ASTAR ASB rA1 LLC _ O.B 2793-81 74f!ZONING: HIGHWAI COMMERCIAL 1.769 AC .4' HIGH CHAIN LINK FENCE ON TOP OF I I I I I I I I I I I IFF 1 ---- REBAR I SIGN - - - - - - - - -y N 89'54'54" E 275.23' TIE ..1 � LEGEND REBAIPF R 5' TOTAL PROJECT AREA 3b07 AC CONCRETE TOTAL DISTURBED AREA 2.74 AC EXISTING PROPOSED DE CRIPTION GUIDE RAIL SIDEWALK TOTAL IMPERVIOUS AREA 2.19 AC HANDICAP PARKING SPACE EMPLOYEE TOTAL GRASSED AREA 0.55 AC PARKING B E CJTTE CONCRETE CIRR AREA SIGN RETAINING WALL 'D" ® PARKING SPACES PER ROVT 24' —1 ) 12) 49 ~ I / RAILDE / REnTAINII� VWALL 'E' " _„ IPs 5/8" i REBAR CONNECT TO I EXISTING CURB E GUTTER I I I I I I 1 I I I 11 PARCEL# 07801, Ov 01.,Jj ALbEMAFLE - V 1T EF E .IHF TRIT I I' C B 1 4-.87 EnNIIFG: H16HWAV COhiMERCIAL Notes 1, All dimensions, unless otherwise noted, are to race of curb, face of building, or centerline of parking boy. 2. Unless otherwise noted, pavement shall be standard duty asphalt. 3. All Handicap spaces are to receive a handicap sign and 0 hmdicop symbol painted on the asphalt. StOIK8) adjacent 10 the eight (8') foot striped aisles are to receive a 'Van Accessible' sign in addition to the above. 4. The contractor shall refer to the architectural plans for exact locations and dimensions of the porches, ramps, precise building dimensions, and exact utility entrance points. 5. Stop sighs shall meet the criteria of the Virginia Department of Transportation and Manual on Uniform Traffic Control Devices. SITE DATA ZONING- HIGHWAY COMMERCIAL PROPOSED USE- AUTOMOBILE SERVICE STATION E EMPLOYEE PARKING AREA (1.838 AC) MAGISTERIAL DISTRICT RIVANNA WATERSHED UPPER RIVANNA RIVER TAX MAP: 07800 PARCEL NO.- U-15BI (0.791 AC). 0-15B0 (1.047 AC) 0-1500 (1.769 AC) BUILDING SETBACKS- FROM PUBLIC R W-30SIDE-N/A REAR -N/A MAXIMUM ALLOWED BUILDING HEIGHT- 35' HEIGHT PROVIDED 32' 10" EXISTING USE- PARCEL O -15B1 -VACANT• PARCEL O-I5BO-VACANT OPEN SPACE 0.8 AC (22.18%l PARKING DATA TYP. SIZE REO'O Hr- SIZE REO'D TYP SIZE PROV. NC SIZE PROV. 9' X 18' GFAQ F.) 8 REQUIREMENT 9 REO URED PR VIDED BMW SE12VI E 14269 I/EMPLOYEE ewloY�s 74 cE T R 2/SERVICE STALL nnRvlc£ srnusr ACCESSIBLE SPACE REQUIREMENTS TOTAL 74! -AC= I 3/51-0751 SPACES 3E((II UVA D 3R((1 VAN) SITE PLAN o W a SCALE r - 30' REVISIONS I BY z w mrn U �� N Q N qQ nOA (IN 00 Om0 Cc DNUmN C N 0 °mN-4OD It 3: o N y 0 P O m `C" m IW rOF AWN AK CKED AG ATE 4, 2008 ALE 30. SWEET 4 SHEETS -.11111110 SDP=200800003 ..1 PARCEL# 07801, Ov 01.,Jj ALbEMAFLE - V 1T EF E .IHF TRIT I I' C B 1 4-.87 EnNIIFG: H16HWAV COhiMERCIAL Notes 1, All dimensions, unless otherwise noted, are to race of curb, face of building, or centerline of parking boy. 2. Unless otherwise noted, pavement shall be standard duty asphalt. 3. All Handicap spaces are to receive a handicap sign and 0 hmdicop symbol painted on the asphalt. StOIK8) adjacent 10 the eight (8') foot striped aisles are to receive a 'Van Accessible' sign in addition to the above. 4. The contractor shall refer to the architectural plans for exact locations and dimensions of the porches, ramps, precise building dimensions, and exact utility entrance points. 5. Stop sighs shall meet the criteria of the Virginia Department of Transportation and Manual on Uniform Traffic Control Devices. SITE DATA ZONING- HIGHWAY COMMERCIAL PROPOSED USE- AUTOMOBILE SERVICE STATION E EMPLOYEE PARKING AREA (1.838 AC) MAGISTERIAL DISTRICT RIVANNA WATERSHED UPPER RIVANNA RIVER TAX MAP: 07800 PARCEL NO.- U-15BI (0.791 AC). 0-15B0 (1.047 AC) 0-1500 (1.769 AC) BUILDING SETBACKS- FROM PUBLIC R W-30SIDE-N/A REAR -N/A MAXIMUM ALLOWED BUILDING HEIGHT- 35' HEIGHT PROVIDED 32' 10" EXISTING USE- PARCEL O -15B1 -VACANT• PARCEL O-I5BO-VACANT OPEN SPACE 0.8 AC (22.18%l PARKING DATA TYP. SIZE REO'O Hr- SIZE REO'D TYP SIZE PROV. NC SIZE PROV. 9' X 18' GFAQ F.) 8 REQUIREMENT 9 REO URED PR VIDED BMW SE12VI E 14269 I/EMPLOYEE ewloY�s 74 cE T R 2/SERVICE STALL nnRvlc£ srnusr ACCESSIBLE SPACE REQUIREMENTS TOTAL 74! -AC= I 3/51-0751 SPACES 3E((II UVA D 3R((1 VAN) SITE PLAN o W a SCALE r - 30' REVISIONS I BY z w mrn U �� N Q N qQ nOA (IN 00 Om0 Cc DNUmN C N 0 °mN-4OD It 3: o N y 0 P O m `C" m IW rOF AWN AK CKED AG ATE 4, 2008 ALE 30. SWEET 4 SHEETS -.11111110 SDP=200800003 l WALb.., I--OT1 FrXT.MrirJ L/— i• ' WILL.., I O w. PESD 11 EIITPAIIiE'VY � � SC)` — MnAL6C -PF Pf�—iL1: TE _ _.— r.' ATIU :�F -LII IE _ ONAX D ISLAND 5a VJ$pTAVAFf'�i 4:N wsHW<, SN"N I ——APPPO!IMaTE Li iL.ATOp OF i/ / -- _ — — F,( - )LITE -5CY Pli- HIMi ID FOAE/ (J IJ FA) AF'FF! I, IMA TE / L(II.ATIVII :-F C / IEEE' F -DFD DEALEF':HIP II ELITRAI aL ISE I'Ll 7RELOCATE i — — — — — — EXISTING— OVERHEAD 149.86' TIE SITE -- .-AST I n L.A AHRPui.iri /y 575± T,1 LIVE 190 P311– LOr AT1011 OF /� ELECTRIC S 89'56'19" E PIVERBE14D DRIVE LINE / UW ---,I,_- / e - W L1 w u� W W W uG W— W� W W 8" LIP ♦ W — — U W W POL 54S ' RELOCATED S 89-04'50" w"W fr. 1 E I AM -1-I4 I xq li I POC I 4�\ �'a LL EL CATED RELOCATED A$RIALT R �• - - 'a 1 + I a i „ "-, POLE I POLE a ------------------ PAO.ING -- - ---- - ---- --._. _ - - - i� SET NrlLIYIE I oo11II J I t�l� `� I ✓' -- — 'ri SET �1- LRE �.�.UE. II S45 or IIIr �lI I II I U a r m; I m I1 I I I I I Iq II I %II _i F IlV ¢Qa-"' aG 4 vWm Ifl I f Iw MP -14 II _ m 3 WW 4S -I/2 -W 1 ,r O PA4Y:NG y. Y -- L� _ rt _ _ _ _ _ _ _ s - _gyp` = I 1 Q Q d RELOCATE 1 I� s I III PAPI_ELg 07e00 00 Lj 0I600 %II I GAS METER A I I(F _ EXISTING PARCELq 078J0 UJ 00 01 I III 1 r- OVERT -EDD I Y1 ASTAR ASB ,'A^ LV I I\' PAMTOP PAP] LU V, < ES 3uy - i jar Jill I Q w O ELECTRIC 3 e it I I11I'13. f- LINE I D.B. 279--81 III V� % _ _ R : IIGHBORM( 10 M DUEL D6JP.iL j Y I I LL d r BJ p Y d o,�ply- [VIJRut 1 s _ _ _ — _ _ _ _ _ I Y I In n Q ZJ C' CCm ECTi" HIbHW 1'769 COMMERCIAL \. \. -< 1 FF +oaea - c ® %. %11 1 ~ `^' u X Q RELOCATE WH euaowc ¢=o Uw3 ? POLE III 1 ul Y %I `•-' �I -' _ % . a III 1 ==----------- - ,� 1= � w•14 CROWN BMW M CO RETAIL W _.. - '- < L PARTS y FF sso.A,. rP 3woso , --�I I -, 4'SS E SERVICE J II� v .7 K,. M �• I 11 1 i O BUILDING 4 _ •- V I i-=ijl I J P3 IYII Y w m 14,269 SF om. 9" DIF' WL 1111 I--- `' ill l I I b GREASE - T mA f °.¢IGHT° p - - - -- - - OIL_ 1 A, DINING TRAP II ll�> W LL JL u' aucr�w4 T7. I� W O II Y VIII _ PAWNAS CO Ir _ IIt4, s4s a•ss 11 ) I I/ �ft 1 IM; 8'x6' -- r MP -14 CO 30 I REDUCII����_ I LI(I I 1 S52- ' 3 M w II I II MP -11 4 K44-14 4 ---- -_- ='- •-'- — - —' H 5' N 89'54'54• E 275 23 TIE as ss 55—— 55_ u y. ua r I'p II' 9 s 1 3 IIIY IEE sir. i7i.cs -- — — — — -- — «r, I.\I 11 4 RETAINING / r _"amu' HOFE-_ - �. - - =?'' _ _` ` ` 11111 I itIc` �` • RETAIIINING WALL i g o WALL. % R u== -- - ____- ---- ® 1 71 I S4S v, ��-TEMPO ARYr MH-I4m CID b' W > ORK / EASEMENT 1 "m �, WP OQoE Como ¢ I IuGII` S52 ; I > 4z ` Cn o FI m MW •4 11,2.8 u> n=' Xz U��" o�on '�' I 1 52 r ^".. ma Qj �' Lo gt,5 I 1111 S MH -14 N 1 I 14 In a LL >v LL 11 R OI -'kL j IIII - --- Ur -3B 6c r ----- s ltl nT MH -1 6. W - r 250 11 I@ N) A TCP 36^_.}= RIM 351 .4, 1 II Imo'-' CID it If I+"i: o53.1f1 1 IBS / CO 9' i '2111INV OUT: �I I 111• - S45 4S5 A 4S i ' F -;F:: ELB a ,.i u1 U7 .CO �. S H uF ! 4, !Tt F15J 353.0 1 1 _ – – _ – �® CIO MH -14 S4S MH -14 r rry _� ALBEMr F'L-c T -EF' LLE AUTHORIT 1 AIV nor: I MH -14 o `e7 i 1 m OUT niVU a dJh Y r 35 9 56 13 ' MH- — — —— — — EI; 365.77 SEWER RIM 7,iiIE :ScI ENT) '"- IE IN: u _ L. - J (PERMANENT) — - - - - rE CUT 570re.a GI u� Y rY C nitSl'�2YN. 11 1 / I„ I WWF iw W ill 1 t-I�w Wig. �naT ---- - - - - - - - - - ------------J r 11 Ir 11 Ii Notes, L The contractor shall include in the contract price all material and labor ossooloted with testing 01 the water and sewer lines. 2. Information concerning underground utilities was obtained from available records and field locations when possible, but the contractor rtwst determine the exact location by digging test pits by hand at all utility crossings well in advance of esss,, contact cthe design eenless gineeer t prior tocitpr�eding with COnstan Or ructionnichever is 3. All necessary ingpactions and/or certifications required by codes and/or utility service companies 111 be performed prior to announced building possession and/or final connection of services. Contractor IS responsible for notifying the tical Water and Sewer Authority 10 days prior to begriming any work. 4. A minimum of 10 feet horizontal separation must be maintained between water and sewer lines where possible. 5. Materials and workmanship shall conform with the standards and specifications Of the Albemarle County Service Authority. 6. A pre -construction conference with the 10001 Water Oral Sewerage Authority will be required prior to the installation of the water and sewer lines. 7. Contact local Water and Sewer Authority for water and sewer impact fees. 8. The contractor shall refer to architectural plans for exact Utility exit points, exit porches, etc. 9. All fire service lines and appurtenances shall conform with nfpa standard 24. filmG - - _ - - -_�L a lne_ = W �x UTILITY PLAN SID SCALE a REVISIONS I BY z CQ O L0, U a> ILMN U Q > Q l() yQornOD Q Q 1;TI d UL10A n' VcO (1) Is 10 1163 `Oo ori h Q` Z mO m Q Qt f LUap U - i ep\NtA by+y�� NSr+ ♦ �. a a ? W • ♦ � U � 6v Z "�♦ a V �h Z W Q W > ul > <0 �> _3 ~�r �( 00 CO Uj 009 530 z W Q a JI I— Zwc CO o°f�w U Dif �_ JLLIU ^Q CY DRAWN AK CHECKED CAG DATE MAY 14, 2008 SCALE 30, SHEET 5 OF 10 SHEETS J SDPa200800003 LEGEND EMT PROPOSED SEWER F, PCTRIC WATER Y; FIRE HYDRANT GAS 00 CLEAN-OUT Ii Notes, L The contractor shall include in the contract price all material and labor ossooloted with testing 01 the water and sewer lines. 2. Information concerning underground utilities was obtained from available records and field locations when possible, but the contractor rtwst determine the exact location by digging test pits by hand at all utility crossings well in advance of esss,, contact cthe design eenless gineeer t prior tocitpr�eding with COnstan Or ructionnichever is 3. All necessary ingpactions and/or certifications required by codes and/or utility service companies 111 be performed prior to announced building possession and/or final connection of services. Contractor IS responsible for notifying the tical Water and Sewer Authority 10 days prior to begriming any work. 4. A minimum of 10 feet horizontal separation must be maintained between water and sewer lines where possible. 5. Materials and workmanship shall conform with the standards and specifications Of the Albemarle County Service Authority. 6. A pre -construction conference with the 10001 Water Oral Sewerage Authority will be required prior to the installation of the water and sewer lines. 7. Contact local Water and Sewer Authority for water and sewer impact fees. 8. The contractor shall refer to architectural plans for exact Utility exit points, exit porches, etc. 9. All fire service lines and appurtenances shall conform with nfpa standard 24. filmG - - _ - - -_�L a lne_ = W �x UTILITY PLAN SID SCALE a REVISIONS I BY z CQ O L0, U a> ILMN U Q > Q l() yQornOD Q Q 1;TI d UL10A n' VcO (1) Is 10 1163 `Oo ori h Q` Z mO m Q Qt f LUap U - i ep\NtA by+y�� NSr+ ♦ �. a a ? 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SHEET 9 OF 10 SHEETS If SDP=200800003 rPEo - - ' _ — C _ ISRCP .ELIH E['I lE E q I�' Il r�— Near,y i Ir. ,F-i_,I�TE ._r ' — rl ri,,1 ��. r ILLI _ _ _ .-___ - _tea _ - •� I U (0 L, LP _ - d _ -- �- 3=�- l rI !!) (,/ ,0 11 r' (Il 11) \.II L, : l,` 1`• r tll PLTERRAs --r. _ -- N --- - -- - - -- - _ -- 895543 _ - -- =x �___� N �: z - _ - s - _ _ - ®- - '� - 20052.23- TIE -, �-� I. 78.25' TIE - - _ _ I �- O O 5 89.04'50" W `a -- — 99.e - O O rrx NI Imo' g' _ = fl l V 14, k'. 0 tll I I G Od-.F.E[g , ,. III LL LL p III! 11g1 I -'' V II o.e AIlu;:42, - s..l I., 11 u a � „ II�n;HB iiH D M�iDEL [ -ff 11 I � LJ II .I p Vl lull ,q LL I r. w p � 011, III 1 z u p I M CL_� VII'.Iq Sw qri I I 1111 I �`: Ind tl41 I 1 X011 I I O LL x� V V R it, Ilii �' II III tL— I! 11 61 B Y -'INS I u II nil �., II I 4i � = IIIIINI I FV . IT fll �p pi (� fll Ifl' LI 111111 I i I I rl �i II n 11 T - I _ �_— fl ¢ II I It. i j 11 V .I 01 x v -- rr — — lu I � ¢ - - - - x x _. x x - 411 =4 -TIMET Gn -- _ ��� Xrt���� Y '1wl� s' DA 7 -1� c q'I I i mtl TO r. 0.29 DA TO FILTERRA 41 1' I TO 1. 0.24 DA , FII i F I DA TO _..IE 7.,.1; 11i f DA TO FILTERRA U5 I TIE 749.86- Xrt���� Y '1wl� s' 1 DA 7 -1� ' q'I I i mtl TO r. 0.29 DA TO FILTERRA 41 1' I TO 1. 0.24 DA , FII i F I DA TO _..IE 7.,.1; 11i f DA TO 1 I I I 'ill i IIV p i EINH I TCIF 39J 1 - IE: 3 9- IE:3 1- ® DA 7 I ' q'I I i mtl TO r. 0.29 DA TO FILTERRA 41 ® I TO 1. 0.24 DA TO FII i F ® DA TO _..IE 7.,.1; 11i f I I I 'ill i IIV p i EINH I TCIF 39J 1 - IE: 3 9- IE:3 1- ® DA TO CATCH BASIN STORMFILTERal 0 DA TO CATCH BASIN STCRMF-ILTE242 0.29 DA TO FILTERRA 41 ® DA TO FILTERRA n2 0.24 DA TO FILTERRA -3 ® DA TO FILTERRA U4 DA TO FILTERRA U5 m TYPE OP sw DA� IA 3874K 11S AREA CATCI.IBASIN STORMFILTEPal 0.15 0.14 CATCHBASN STORMFILTERa2 0.29 0.29 FILTERRA al 0.11 0.1 FILTERRA =2 0.26 0.21 FILTERRA a3 0.24 0.21 FILTERRA u4 0.23 0.18 FILTERRA 45 0.1 0.1 sc AIF r • 30' REVISIONS I BY PA C Q J W LL U o Q $ N > o Lf) QQ 5Gz 0100 U m o L n f) L_ e O V 00 (2) J9 10 CID O N y 0 �O ac m C) W Z m Q W > > Q �> W w o -i>� D[ —j 00 m BUJ > O Z � v/ j -w Z W a O I Z W �3 U Dr &mo _ ZR �0 Q DRAWN AK C ECIT CAG DATE MAY 14, 2008 SCALE it .30. SHEET 10 OF 10 SI -SETS SDPtt200800003 TEMPORARY SAFETY FENCE SMALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED AND PROVIDED BY OTHERS) IS INSTALLED. SRDI IS RESPONSIBLE FOR THE REINFORCED EARTH STRUCTURE ONLY. BALLASTS. ETCETY .) SMALLTBE DESIGNED BY THE GUARDRAILS, LSIITTELS DESIGNER. WALL LOCATION AS SHOWN ON CIVIL PLANS CAP UNIT -A (FILL CRE WI 057 STONE) EXTEND GEOGRID REINFORCEMENT TO WITHIN 1' OF WALL FACE BATTER VARIES SURVEYORM'ALL CONTRACTOR SMALL ADJUST THE BOTTOM OF WALL LOCATION TO ACCOUNT FOR WALL BATTER. CUT BLOCK WHERE REQUIRED TO OUTLET DRAINAGE PIPE tA'MBN. EMBEDMENT NOTE: SOIL BERMS AND DRAINAGE SWALES SHALL BE CONSTRUCTED AS NECESSARY TO PREVENT SURFACE WATER FROM OVERTOPPING WALL FACE DURING AND AFTER CONSTRUCTION. FILTER FABRIC 1 REINFORCEMENT EXTENDING BEYOND THE BACK OF UNITS SHALL BE HORIZONTAL AND NOT BE ALLOWED DOWN BEHIND REAR EDGE OF BLOCK. V PERFORATED PVC R HDPE DRAIN PIPE TO RUN ENTIRE I OF WALL OUTLET THROUGH WALL FACE EVERY SDA' O.C. sJ \ FOUNDATION SOC L. LEVELING P I GEOGRID EMBEDMENT LENGTH (SEE DETAILS) VARIES FOUNDATION REMEDIATION AS REQUIRED BY ONSITE GEOTECHNICAL ENGINEER TO OBTAIN STABLE WORKING PLATFORM MEETING THE PARAMETERS IN NOTE 5.0 (SHEET RWl). VERIFICATION OF BEARING CAPACITY (NOTE 5.0. SHEET RW 1) MUST BE SUBMITTED BY THE ONSITE GEOTECHNICAL ENGINEER RIR TO CONSTRUCTION. CROSS-SECTION FOR RETAINING WALL B, D AND E NOT TO SCALE LEVBJNGP "'B;' LEVELING PAD STEP NOT TO SCALE ON.) COMPACTED STRUCTURAL STONE AIDED AGGREGATE BASE OR 067 STONE MODULAR BLOCK UNIT COMPACT WITH A MINIMUM OF THREE PASSES OF A VIBRATORY SLED AND TO THE SATISFACTION OF THE CONSTRUCTION • VERIFICATION ENGINEER 24' LEVELING PAD CROSS SECTION NOT TO SCALE /i RETAINED SOIL TEMPORARY BACK CUT TO BE APPROVED BY CONSTRUCTION VERIFICATION ENGINEER PRIOR TO AND DURING CONSTRUCTION. 17 OMN.) BLANKET DRAIN ALL PIPES WITHIN 100' OF THE REINFORCED ZONE SHALL BE WATER TIGHT TO PREVENT INFILTRATION OF WATER INTO THE SURROUNDING SOILS. PERMANENT PEDESTRIAN FENCE POST SECURED IN CONCRETE (AUGER S' MAX. HOLE THROUGH GEOGRID OR INSTALL S' SONOTUBE DURING WALL CONSTRUCTION, N O.C. MIN.) TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED AND PROVIDED BY OTHERS)16 INSTALLED. SRDI IS RESPONSIBLE FOR THE REINFORCED EARTH STRUCTURE ONLY. ALL SAFETY RESTRAINT SYSTEMS (FENCES, GUARDRAILS. BALLASTS, ETC.) SHALL BE DESIGNED BY THE CIVIL SITE DESIGNER. WALL LOCATION AS SHOWN ON CIVIL PLANS CAP UNIT -N MODULAR BLOCK UNIT - (FILL CORE W/057 STONE) REINFORCEMENT MUST BE EXPO WALL FACE FOR CONSTRUCTION VERIFICATION PURPOSES. BATTER VARIES SURVEYOR WALL CONTRACTOR SMALL ADJUST THE BOTTOM OF WALL LOCATION TO ACCOUNT FOR WALL BATTER, CUT BLOCK WHERE REQUIRED TO OUTLET DRAINAGE PIPE 1.0' MIN. EMBEDMENT NOTE: SOIL BERMS AND DRAINAGE SWALES SMALL BE CONSTRUCTED AS NECESSARY TO PREVENT SURFACE WATER FROM OVERTOPPING WALL FACE DURING AND AFTER CONSTRUCTION. 2 (MIN.) DIVERT RUNOFF AROUND WALL S' MIN. IMPERVIOUS FILL (ML- CL) FILTER FABRIC P, VRETAINED SOIL REINFORCEMENT EXTENDING BEYOND THE BACK OF BLOCK UNITS SHALL BE HORIZONTAL AND NOT BE ALLOWED TOTURN- TEMPORARY BACK CUT TO BE ( DOWN BEHIND REAR EDGE OF BLOCK ,H / �IIFIICATION ENGINEER RIGOR RIE ELEVATION GEOGATION I REINWFORTCEME (SEE ELEVATION VIEW FOR TYPE, TO AND DURING CONSTRUCTION. LOCATION AND EMBEDMENT) MIN_ 057 STONE Il Ir (MIN.) BLANKET DRAIN 4' PERFORATED PVC OR HDPE DRAIN PIPE TO RUN ENTINt OF WALL OUTLET THROUGH WALL FACE EVERY 50.0' O.C.- - - - - .C._ q J 5-J \ FOUNDATION SOIL -& LEVELINGP GEOGRID EMBEDMENT LENGTH (SEE DETAILS) r^ VARIES FOUNDATION REMEDIATION AS REQUIRED BY ON-SITE GEOTECHNICAL ENGINEER TO OBTAIN STABLE WORKING PLATFORM MEETING THE PARAMETERS IN NOTE 5.0 (SHEET RWM). VERIFICATION OF BEARING CAPACITY (NOTE 5.0. SHEET CROSS-SECTION FOR RWM) MUST BE SUBMITTED BY THE ONSITE GEOTECHNICAL ENGINEER PRIOR ToCONSTRUCTION. RETAINING WALL B D AND E NOT TO SCALE FENCE POST/GUARD RAIL INSTAkLLATION IF REQUIRED - SEE SITE MAN FOR EXACT LOCATIONS3 NOT TO SCALE IESIGN BY OTHERS) PVC PIPE R SROTUSE WALL CONSTRUCTION TO fE FUTURE GUARDRAIL ATION. CORE AND GROUT FOR HANDRAIL PER RAILING INSTALLERS REQUIREMENTS. (DESIGN BY OTHERS). MODULAR BLOCK UNIT ONE (1) 04 REBAR PLACE IN CORE R MODULAR BLOCK UNITS AT FENCE POST LOCATION CORE FILL TOP 4 COURSE CELLS 7 WIDE ALONG WALL LENGTH CENTERED AT POST LOCATION WITH 3000 PSI CONCRETE. 48' 32' ALL PIPES WITHIN 1 00'OF THE REINFORCED ZONE SHALL BE WATER TIGHT TO PREVENT INFILTRATION OF WATER INTO THE SURROUNDING SOILS. INSTALL AN ADDITIONAL PIECE OF GEOGRID REINFORCEMENT (4.0' EMBEDMENT LENGTH) ALONG WALL LENGTH FENCE POST INSTALLATION FOR FENCE ON TOP OF MODULAR BLOCK NOT TO SCALE 3' MIN. SOIL BETWEEN REINFORCEMENT OVERLAP -WALL FACE MAX. 2 REINFORCEMENT LAYERS OVERLAP' (TERMINATE 3RD REINFORCEMENT LAYER WHERE 2 REINFORCEMENT LAYERS CROSS) PRIMARY REINFORCEMENT PLACEMENT ON CURVES NOT TO SCALE COPYRIGHT 0 2008 SOIL REINFORCEMENT DESIGN, INC. 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