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Home My WebLink AboutSDP198700036 Plan - Approved FInal Site Plan and Comps. 1987-10-22500 , OF no no. 2 D/ 3A I I I I I I I I I I I I n n n S L? r, e,, 1. S Hy ! IGR EX/ 7'%1V0 (ROUND / 2 " CP // 6' /. 5 5 % 5 4 @ /. 85 % .. - no. 3 2DI 3A no.4 '2' @ 500 �� .. Sto. /•t /6 D/ 3 C �' 33 - n 0. 5 480 480 5fo. /t70 ES-1 Out/et t Q INTERS TA TE ROUTE- 64 Otsfo.2f42 1 0 Ot/t 20 Ot40 Ot60 Of80 /t0 /t20 /t40 60 /t8o 2tO 2t20 2t40 39 I _ � � PR F L 9 I 1 ver 50 ,PROPOSED F/:v/sHE� c�AcG 500 o \ \ \ APGo prox. Location \ \ \ \ W`"" \ 1 1 \ a w OUr/Bt \� Stet. Ot 24 of Existing Well rr 1 S 81' 02' 02, F_ \ 2-33.84' � \ 1 i I %2'r \ I 1 \ O C� EX/S T. ci17G/✓i 10 4 90 no. 8 Exist. 4reO \ Remz/O Dumpster Pad \\ \ 1 f`� \ of 25 Slope T° Screened w/7 'Hgh i\ i i �� or Greete r 0� 0 Of 20 0" 4O \ \ + \ I \. A �� \ Solid PriVocy Fe,?Ce 5 t n 9 \ \. I 5 I Q \ \.\ ° n 00 Ur 1 J Out/et 482.0 - 480 I ` \ 1 / I / o i �� I I �2 0 \ c. N I / Z' -�• �' a � r '1 I 49611 I 010 Ed e of Povi,�9 4 9 T ¢9a > I I owl , O cb f f ko \ o I J �co co a z I , I, TAX MAP 79 PARCEL 4C W1L LlAM H. WH1 TE ll! - / 0. B. 6 8 8 - 6 2 7 DZONING, LIGHT INUSTRY J / 4 I I CURRENT USE VACANT 0� TAX MAP 78 PARCEL 49F WILLIAM H. WHITE /1/ 10' D.B. 688-62T i \ :N / o % ZONINGr LIGHT INDUSTRY / ; Roo c��il�b o / CURRENT USE VACANT � i � a 1 \ pt -� / / j / '': � � o- Ogg I / o' � 6 IQ R 198 T / 0 �;' \ /. / Soda ,00 T_! ,� / j / \/ i / a o' / / k { IYP ! / ••••P\� r-i / i NOTE DRA/N F/ELD AREA TO BE INSTALLED // j / - i / 9,x \ \Qo / PR/OR TO ANY OTHER CONSTRUCTION. / / o / 3/ DRA/NF/ELD BELOW SURFACE TREATMENT TO a°6 COMPLY WITH HEALTH DEPARTMENT REGULATIONS. T / / 1 \ Sp T10N NOTES - / \ �� ;IS s t \ GENERAL �D�STRUC y � , � ,,• , 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY / \ / // �/ Ag5 / �/Q� '/•S '.••. 90 �� / INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE / / / / - i S / / t ' /.••�' f • a `� / ' i AUTHORITY OFFICIALS Al THE START OF WORK. l j � � �,./ / / i / � � 1 i. � \\ /L' � ,i• � � � � �� / / / 2. THE LOCATION OF EXISTING UTILITIES ACROSS 01 ALONG THE LINE 0F 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 / % / - �T �• ` / LINES AND STRUCTURES AS NECESSARY. /jn e 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE U AUTHORITY ON DECEMBER 20, 1984. S e t oo � / .'♦ � � 1 / 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY " ( 1-800-332-7001 ). i / / so T-i •,� / S. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND REPORT ,�015/ VIZ.- /SEPTIC FIELD AREA ALL INCONSISTENCIES TO THE ENGINEER AND/OR ARCHITECT. �. % i / �> , , Cb/ • S` 6. LANDSCAPE MATERIALS SHALL BE MAINTAINED IN A HEALTHY CONDITION MATERIALS THAT � �- �- /- � T_ 2 / �' � �-r` i 3S, 1 � / � ,. � % AS APPRO VE D By � � 1 DIE SHALL BE REPLACED. 7. SEEDING SPECS. SHALL BE OBTLINED AS IN THE SOIL EROSION AND SEDIMENTATION / % / / / '// � / '-Z'� '* f •'/ / HEALTH DEPARTME;J i CONTROL REPORT. RESERVED AREA FOR D RA IN F/ EL D I �- 8. ALL DISTURBED AREAS WILL BE SEEDED TO SPECS. 01 OTHERWISE STABILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ALBEMARLE COUNTY SOIL EROSION AND SEDIMENTATION / i i / -R� 2g0'p0�- Outlet - _ r CONTROL ORDINANCE. NO AREA DISTURBED BY THIS CONSTRUCTION SHALL BE LEFT / / A" 23.8 / / 3 / UNSTABILIZED FOR A TIME PERIOD GREATER THAN 60 DAYS. / ` 9` ES-1 �i \ �~ _hg`" `� 9. A 38' x 38' GRAVEL PAD SHALL BE MAINTAINED AT THE ENTRANCE TO THE SITE DURING THE � ' _2 CONSTRUCTION PERIOD TO CLEAN MUD AND DEBRIS FROM THE TIRES OF DEPARTING VEHICLES. 10. ALL EXTERIOR LIGHTING SHALL BE DIRECTED SO AS NOT TO DISTURB ADJACENT SITES 095 / �� / / PG �' 4 E�, _ J AND STREETS. E oo� \ - �� / / �4 �!d k 11. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. / �1 Q 6 fion G 1 MAT'L. 21 OR 21A COMPACTED TO A DEPTH OF 6" / - / a) i i vf��'r / of ee/ �` �T 2'� / 12. PAVEMENT SPECS , BASE TO BE A G L E R \ " 3 E AND DOUBLE SEAL. SITE BENCHMARK T I �o o �\` �` l \/ U f / V l o be q sf' Poi, Y �� \`_ Y, / / WITH 1 1/2 34-0R S OR PRIM Top of Iron i T ! v � I �/ l P APO P OCT �,2. N&I 13. ALL CURBING TO BE OF VDH K T STANDARD CG - 2 E I e v. 497.24 // j A� 1 14. ALL PIPES TO BE CLASS 1 CONCRETE PIPE. 1MVIG'SI®R' Aoo Rt, I SHADED Arr � A EN TRANCE PAVEMEN T � o` O r� =�� / TO MATCH PA ENT SECTION FOR l�o\�- HUNTER WAY. LAND USE DATA D R A I N A:G E S T R U C T U R E S 8" AGGREGATE BASE TYPE I SIZE 21 OR 21A / / b0 SITE TOTAL $ A 2 1/2' BITUMINOUS CONC. TYPE B-/ OR B-3 / l PR POSED USE PAPER PRODUCT DISTRIBUTION 1 1/2" BITUMINOUS CONC. TYPF S-4 CR S-5 0 NO- TYPE L TOP INV TOTAL SITE AREA, 4.11 ACRES 1 79, 03 2 S.F. I N L E T \ \ V TAX MAP 78 PARCEL 49G 8 TAX MAP 79 PARCEL 4B SOURCE OF TIT LE : D.B. 688 - 627 I DI 7 49 7. 7 490. 5 GROSS FLOOR AREA ' 20,000 S.F. ' LIGHT INDUSTRY WITH PROFFER ZMA-86-09 \ CURRENT ZONING2 D I 3A 4 9 7 .8 4 9 3. 8 , / EXPECTED EMPLOYEES � 25 \ \ �\ ✓ _ / TOTAL NUMBER OF PARKING REQUIRED- PARKING PROVIDED 3 DI 3 A 49 8. 0 492. 0 EMPLOYEES : 13 4 D 1 3 C 6 4 9 6. 0 48 8. 0 49 I. 0 MIN. 2 CUSTOMER 15 SPACES REQU IRED 28 PROVIDED WI i HANDICAP / � TOTAL BUII_DlNG COVERAGE, II % 20, 000 S. F. /� TOTAL PAVEMENT 19% 34,01 7 S.F. D I 7 TO HAVE GRATE TYPE I L A /Y S C A L E - •� O / TOTAL OPEN SPACE s 70 % 12 5 , 0 15 S.F. \ / \ OWNER S DEVELOPER: JEFFERSON SUPPLY COMPANY COr�teOIf �nPerVo/ C/o RALP H HATH A WAY 2112 BERKMAR DRIVE CHARLOTTESVILLE , VI R G I N I A 2 2 9 0 1 973 -4305 SCHEDULE OF L A ND SC A P E M A T ER IA L S SITE IS COMPLETELY COVERED WITH TREES S UNDERBRUSH OF VARIOUS KINDS. ` SITE DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN \ / \ PROPERTY TO HAVE PRIVATE WATER 8 SEWER K r- Y CO M MON N_.4 M r- S I Z E Q UA N T I T Y B O TAN I C A L NAM E i LOT 8 TO BE ADDED TO & BECOME A PORTION OF LOT 7 WHICH BRADFORD PEAR I"min. cal iper 22 PYRUS CALLEP,YANA WILL BE ACCOMPLISHED WITH A SEPARATE PLAT UPON APPROVAL J OF THIS SITE PLAN. J A P A N E S E HOLLY 12"-18"height 33 ILEX CRENATA �"--- `"""u� .of TOTAL IMPERVIOUS COVERAGE 30% 54,017S.F. f PLANNING DEPT. ENGINEERING DEPT. ZONING- DEPOT FIRE OFFICIAL VA. HEALTH DEFT. VA.GEPT.atHIGHWAYS \ yT- S U G AR M-AP LE I I/2"min. caliper 8 ACC ER SACCHARUM / L t, and TRANSPORTATION' \\ �T3 W H I T E P'I N E 4' min. height 6 PIN US STRO BUS !/! �,' fli / /' i` )� / '� / JNkAV A L t i_ U:/, > ti t�- t (! fx I G :1 LEGEND EXISTING PROPOSED �(J-L� � `b-ZZ-vL /b/97�/ J `y -%Z- ?7 CONTOUR----500--- 500 j ` E_ S h e e t, n o S I T E P L A N S H 0 W I N G iiJ,�E I 7 DRAINAGE P I P SA N. SEW ER c C ® c c t' �/ �+ i CENTER � p�� ® -- W A T E R LINE - J E (- F E R S 0 N J V P P L i D I J T R 1 B U T 10 N C E N T S (Z R E� i J I B. AUBREY HUFFMAN & ASSOC. LTD. L 0 T S 7 & 8 H U N T E R� S H A L_ L CIVIL IENGINEERIING �A11D SI,aRVEYING, , 1 AND �_ L.A`Nl\'' R I V A N N A M A G I S T E R I A L D I S T R I C T CHARIr_0-! .� E` V11K.�..,E VIRG3Ix�IA S h e e t s A L 8 E M A R L E C O U N T Y V I R G I N I A' C 0 U N T Y QF" A L B E ;'v) A R L E PLANNING D E F A R T M E N T RANS13� SHA.D'WELL M0,UNTAB liar PI + ,�^• \\\ s' : - 511ADW r. CyE. -T�fiIX-- Etemont3x, School ' 729 f ..PC". SE0 -FIN SHED CRR D£.-._.. 500 rROUNb .500 ___ ---- /2" CP-_ 490 /2" CP //6' @ /.55 54' @ /.85 _ \ 490 no. 2 a D/ 3A no. 3 �Z - D / 3A no. 4 7� Sta. / t /6 D/ 3 C @ B' 33 n o . 5 0 480 S>o.,/t70 Outlet 480 i I INTERS TA TE ROUTE- 64 S>o. 2� 42 Ot0 Ot20 Ot40 Ot60 Ot80 Ito /t20 /t40 lo60 /t60 2tO 2t20 2t40 / S 7Z - •�g . 42 • E ti \ \ \ PRO FI F. 20 , , ) \ \ \ I Vert. / _ /O l \ \ \ \ \ \ \ o p J`0 PROPOSED FIN/SHED GA�DzC J�OO \ I U \ Approx. Location \ \ \ \ O \ \ \ to 0 of Existing Well \\ \ \� \ I I I ` \ , ` p c OUI/el u Sta. Ot 24 102,\ /2 S BI. 2. ar 233, e 4 • \ ` 1 I 1 ` CP .-- EXIST. GRCUI/(J 490 49O T D/ T 2. 08 n o . 8 i ��•✓ � � � -\Cur r-% ^ � - I I � \ a \ em0� \ \ r`/ \ < b \ \ �1 , \ \ \. \, Exist. Are \ I I I \ \ o R \ \ /O x l0 Dum 1 \ ! I I + reu pster�Pad 1 I _ of 25 % Slope �- I I I 1 \ d A X� 5p \4 \ Screenedw/7 High \ \ I \ \ or Greater Ot 0 0t20 Ot 40 / Solid PrivaC Fence \ ) I I I I I \ \ 9 woo \ \ iv \ �` � � � \ � � --,SOlid \ \ ut -jean�� II g �\ B oil I to I 482.0 - 490 ' \ I p0 Sin 0r' \ \ \ Ed9eipq "a \ \ 1• \ \ _ I .'� Ec_i f , 90 / i p 010 �O \ I Z / o r I I 1 \2 lb - 1 f 496 Qa E- 9 7 \2 @ \ of a ' �1 O 3 1 \ I • ; / / / �� o � i / / `- ,, / / U r b to � �� Q � 1 loll 520 w I I / / / 1 o c i / o / �o c Z A , l000, km V.70 I I ! TAX MAP 79 PARCEL 4C W/LL1AM H. WHITE 111 - % / iv ! D.B. 688-627 J , / I= a i / o% ZONING, LIGHT INDUSTRY, �D / /' / p / / /� / l• / 24 1 I CURRENT USE VACANT - TAX MAP 78 PARCEL 49F / ,` WILLIAM H. WHITE III _ 10 / % / D.B. 688 62T _ _ - _ l ZONING• LIGHT INDUSTRY f el CURRENT USE: VACANT / �1 / / ' , �,' 1 \ / R0i0 , / / �. Orb t,t \x 9 0' IL Stid -00 / / / � / '/ \ / o •/ •'tip i o< q / \ / lay y b �p •/ �% NOT E : DRAIN F/ EL D AREA TO BE INSTAL LED / / i / �` c / / g'x �.��r / /' 0 ••.• T / / l PR/OR TO ANY OTHER CONSTRUCT/ON. * ,/ / / // i o �s / y / I DRA/NF/ELD BELOW SURFACE TREATMENT TO G E N E R A L C O N S T R U C T I O N N 0 T E S ! 0 / \ / \ i / 9 ♦ / / C MPL Y WITH HEALTH DEPARTMENT REGULATIONS. 5, , //� 10 5P / �s p• A / O 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY / / i �� =vim / h y5 / ��• '• Q�1 •�,,� ♦� / INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE / / A '� �• •/ Sr--, a90 AUTHORITY OFFICIALS AT THE START OF WORK. / / \ //; �••' 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK / / / / J \ / i •.' / ♦♦ / ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY �- ,� i / / ♦ / / CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND / / / �• /� `" r-il000 ♦♦ ! LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER ' - / ! •.� ,� ♦ 1 CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE gild! /B e ,r ' �. , ♦� / AUTHORITY ON DECEMBER 29. 1984. i - , ?� / �- ` ! / i \ .••/ / i I 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY " etb0 / 1 1-1191-552-7/S1 5 / % / sT S. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND REPORT 5 N - 1 90 ALL INCONSISTENCIES TO THE ENGINEER AND/OR ARCHITECT. /50 / / _ / / �'_ - / �" •'/ �`\ / / �- i. LANDSCAPE MATERIALS SHALL BE MAINTAINED IN A HEALTHY CONDITION MATERIALS THAT / f �� i - i / ,� •/ SEPTIC FIELD AREA 0/ DIR SHALL BE REPLACED. / �' /' T-2 "+s- `� / ••� / AS APPROVED BY / 1 7. SEEDING SPECS. SHALL BE OUTLINED AS IN THE SOIL EROSION AND SEDIMENTATION / / / / ;-z' % .•'�" .. - / CONTROL REPORT. r r % / / T-p / HEALTH DEPARTME,. i 8. ALL DISTURBED AREAS WILL BE SEEDED TO SPECS. OR OTHERWISE STABILIZED IN ACCORDANCE / / r-� /••. / ' / �� r 0�-- - RESERVED AREA FOR DRA/NF/EL D �-- WITH THE REQUIREMENTS OF THE ALBEMARLE COUNTY SOIL EROSION AND SEDIMENTATION ! , �' / �/ i 280.0 �"_`` _ - �e f CONTROL ORDINANCE. NO AREA DISTURBED BY THIS CONSTRUCTION SHALL BE LEFT / /• / 83' / ,-� �- r OuJ/et ..z� ,� / UNSTABILIZED FOR A TIME PERIOD GREATER THAN fs DAYS. / ,- -,� 90.0 / /, 123 / ��. -- / A Es.i sf 3 9. A 3S• x !S• GRAVEL PAD SHALL BB MAINTAINED AT THE ENTRANCE TO THE SITE DURING THE co CONSTRUCTION PERIOD TO CLEAN MUD AND DEBRIS FROM THE TIRES OF DEPARTING VEHICLES. // -r /�i \�/ef !� �'C',d�5' -�.:_ ♦ � 16. ALL EXTERIOR LIGHTING SHALL BE DIRECTED SO AS NOT TO DISTURB ADJACENT SITES �2 5 / / j �,� ` PG _ � q Ek, - �, _ �9' .� _ �♦` AND STREETS. _400/ / A9 ,�,�/� / I I TYOe i`c- / .. 6 _ ♦ / i �f' �at u. 11. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. / ,! /� - �� + l I Q "oi _ 1 -' -�♦ //' / / 1 DAt.�lj" ,� 'on 12. PAVEMENT SPECS v EASE TO BE AGGR. MAT•L. SIZE 21 OR 21A COMPACTED TO A DEPTH OF 6' WITH 1 1/2" S4 OR SS OR PRIME AND DOUBLE SEAL. SITE BENCHMARK �� % T E R to deF�'s1 •w 1 ` \� \ '-r_z j/ 13. ALL CURBING TO BE OF VDH R T STANDARD CG - 2 J 'hove °� Top of Iron / �� U ' I I //i e Pe 14. ALL PIPES TO BB CLASS 1 CONCRE?B PIPE. ; E I e v. 497.24 - i'j� 4` 1 So j ' Riw! 1 a // 0 / �e3o 1 \ �� -:-� ` 'i PIAM7�Ir�'C`, L}f�%(SI'M 0 A00,R1. 2 SHADED AREA`, ENTRANCE PAVEMENT t / `' o` e0 � r A 0 �Q ( �e •0 C 0 U N T Y OF AL BEMARL E TO MATCH PAVE IMENT SECT/ON FOR l / / o- \0•\ T_2 / PLANNING DEPARTMENT HUNTER WA Y. / l d car \ / SITE TOTAL & LAND USE DATA D R A i N A;G E STRU C TURES e" AGGREGATE BASE TYPE / SIZE 2/ OR 21A 2 //2" B/TUM/NOUS CONC. TYPE B-/ OR 8-3 PROPOSED USE : PAPER PRODUCT DISTRIBUTION TOTAL SITE AREAS 4.11 ACRES 179,032 S.F. N0. TYPE L TOP IN V I N LET / //2 B/TUlI//NOUS CO NC. TYPE S-4 -,P S-5 TAX MAP 78 PARCEL 49G 8 TAX MAP 79 PARCEL 4B \ \ SOURCE OF TITLE: D.B. 688 - 627 1 DI 7 49 7. 7 490. 5 GtiOSS FLOOR AREA • 20,000 S.F. CURRENT ZONING • LIGHT INDUSTRY WITH PROFFER ZMA-86-09 2 DI 3A 4 97 .8 493.8 TOTAL NUMBER OF EXPECTED ,EMPLOYEES • 25 PARKING REQUIRED PARKING PROVIDED 3 DI 3A 49 8. 0 492.0 -- EMPLOYEES : 13 MIN. 2 CUSTOMER 4 DI 3 C 6 4 9 6.0 488. 0 49 1. 0 15 SPACES REOUIRED 28 PROVIDED WI I HANDICAP TOTAL BUILDING COVERAGE II % 20, 000 S.F. / �� / TOTAL PAVEMENT 19% 34,017 S.F. D 1 7 TO HAVE GRATE TYPE I _ r TOTAL OPEN! SPACE + 70 % 125,015 S.F. P L A N S C A L E / 20-• _-�-- // \ OWNER a DEVELOPER JEFFERSON SUPPLY COMPANY contour interval c/o RALPH HATHA WAY 2112 BERKMAR DRI V E- CHARLOTTESVILLE , VIRGI NIA 22901 \ / 973-4305 SC HEDU�L E OF LA NDSCAPE MA TER IALS SITE IS COMPLETELY COVERED WITH TREES a UNDERBRUSH OF VARIOUS KINDS. ---------- SITE DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN t / PROPERTY TO HAVE PRIVATE WATER 3 SEWER K E Y COMMON NA M E S I Z E 0 UA N T I T Y B 0 TA N I C A L N A M E 1 `� LOT 8 TO BE ADDED TO a BECOME A PORTION OF LOT 7 WHICH -�, BRADFORD PEAR I"min.Calip er 22 PYRUS CALLERYANA { /per OR �•' \�l -WILL BE ACCOMPLISHED WITH A SEPARATE PLAT UPON APPROVAL • + R ll OF THIS SITE PLAN. Q JAPA NE 18"height 33 1 LEX CRENATA i " ANSo HOLLY 12"D !•. rh TOTAL IMPERVIOUS COVERAGE 30% 54,017 S.F. / . »_` W k1 SUGAR MAPLE I I/2°min. caliper 8 ACC ER SACCHARUM PLANNING DEPT. ENGINEERING / DEPT. _ ZONING' DEPjT FIRE OFFICIAL VAHEALTH DEPT. VA. DEPT. of HIGHWAYS !I \ •2 ! and TRANSPORTATION II P -Llne-� W H I T E P I N E 4 m i n. h e i g h t 6 PIN US STROBUS l t �� I, 1 r.�\ t - SHAD\Pi'7_LL MOUNTAI 1�,1 LEGEND S-k y - - �^Q S ---,�i��ir,.,d �, �► �� EXISTING PROPOSED /D-ZZ= r 11 \\� l l CONTOUR - - - -500 - - - 500 _ _� _ tler P ,' �•• ///� _ �'� \\��,' DRAINAGE PIPE - S h e e t n o S I T E P L A N S H O W I N G aUNE 8 1 19137 I -- j (� (I �! cat SAN. SEWER W A T E R L I N E - - J E FFERSON SUPPLY DI S T R I B U T In N CENTER REVISIONS 5 B. AUBREY HUFFMAN & ASSOC. LTD.DWI LOTS 7& 8' HU N T ER S H A L' L o f , CIV;L EIJGINEERING , LAND SURVEYING , LAND PLANf,''j'r- R I V A N N A M A G I S T E R I A L D I S T R 1!'C T CHAR >*_ O T T E S V I L L E \/ I R I N I A �tiE gPFq�F ,•RfVE ETement, x 5choo 129 Sheets A LB E M A R L E C 0 U N T Y V I R G I N I A' ---' _ - � � ,•� - .