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HomeMy WebLinkAboutSDP199100057 Plan - Approved Final Site Plan and Comps. 1991-07-09f i Z Z z r DRAWING LIST Cal .Cover Sheet CE2 C•3 C*4 C• 5 C• 6 C•7 C•8 C•9 C•10 C•11 Existing Cond Layout Plan it io;'ns Grading Plan Utility Plan Landscape Plan Site Details Site Details Site Details Rough Grading Plan Site Details M'S 1 FOR STORES , Y APR 15 1992 PLANNING INC. CHARLOTTESVILLE, VIRGINIA UTILIn COr1TAC.05 WATEP- 4 5AN aAr-Y SEwuz- GAS SE ALWAAMLE C:OUNiY SERVICE AU THOW-1 y CITY OF GNA2-LO-FESVILLE 401 Mc tt.t ►1(ZI✓ RoA o 6A<, r-uBL IC WOKKS GNAZLMTEvALLIE VA 22902 309 FOURTH SI- NVQ 804 -29G -5810 CKARL0Tj'E5YtLLE I VA 22902 MR. HEIitr BUD2INSk( &o4 - Ili - 334a ELfGTVC Sf-=Ma : Me Cath IA Pow M P0. Box 71;0-1 C14A¢L4r[TE5VtLLE i VA. 22`j oZ SO,J - 112 -&185 MF. 5iDWEY MA¢SNALL Dept. of Planning & Comm. Developmc Fire Officer 59 LOCATIONI MAP J 7 o WEST ORS `3C -ALM : IM• Iri00, of NA4i1� �_Co 1► APPROVALS _1 Dept. of Engineering I Dept. of Zoning Albemarle County Service Authority FREELAND—CLINKSCALES ENGINEERS LAND SURVEYORS 323 West Stone Avenue • Greenville , South Carolina 29609 803-271-4924 M >' 3(---� R);V 3UIJ Z7 19411 REV JU4 I2, 1191 Rev. MAY 2l, 199 {'1;V Am S, 1891 REV KF3 22,19q l JAN. t7, 1991 ;� /� �7 H ~A, 6 29 r ' • /h �� M N CKOOrrr CT - A ' = A " SCA WNATAN ��� V r SHAwNr RIP K r Qe C r 2fq 6(f 5 ARRSBq00'r rf+ LN NNNyK LN I 1 woodbroo k s h o p C t r R T ", rE►s `AP 0 �!11 �sl < LOCATIONI MAP J 7 o WEST ORS `3C -ALM : IM• Iri00, of NA4i1� �_Co 1► APPROVALS _1 Dept. of Engineering I Dept. of Zoning Albemarle County Service Authority FREELAND—CLINKSCALES ENGINEERS LAND SURVEYORS 323 West Stone Avenue • Greenville , South Carolina 29609 803-271-4924 M >' 3(---� R);V 3UIJ Z7 19411 REV JU4 I2, 1191 Rev. 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I I I l I I I I \ \\ \\ �\\ / 395 - � �-_ _ - V \ \ I I w - _ _ /°`// /� \ \ \\\\ \\1 \ \\ \ \ \ \ \ \ \ \ \ \\ / / / \ , � \ \ _r I I IIS I \ \ \\\ \�\, _ \ Ir I o :� _ _ - _ CONC. _ -- -1 i - - _ _ - - _ _ _ - - i� // / // // �\ \ \\ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ L.P FLUME TOP 463.48 �� LEP446355 I I \ \ \ \\ \ \ \ \ I -�` / \ IIII\\ \ \ `\ \ \ \ \ \ \ \ / / / 1 \ \ \ , L.P I I X VIII \\\ \\�\�\\` '� -- �� -- \ I I I I I - Z � - - - ' / / /// \ \ \\ \ \ \ \ \ \S.\\\ \ \\ \ 4 \ \ \ \ \ � _ - � / / / \ \ I I I.E. 459.80 N �1 I 12" RCP I i I� ,)) \ \ \ \ \\\ \ - ' - \ I I ( I _- -- o / / \ \ \ \s \\ \ \ \ N'' _ -i _ / ►\\ \ �o - - \ \ { I { 1 ) I I� - - - _ - -- ��O j //// // -\\\ \ \\\ \ \ \ IIII \ \ \�\ \ \ \ \\ \S \ \ \ \ 1 \ \ \ \ ` / / \� \ \ I 1 t \ I I �1� 12" RCP �I II / 1 \ \ \ � \\��\\�� � _ - / -410 --_ { - - -- _ _ N / //// \ \ \ \ \ \\ \ \ 11\ 1 \ \ \ \\ \ \ \ \ \ \ 1 \ _._ / / � I I N �1 x I /'l it VIII \ F2s \ �� � ��� � = _ = -ice '- - - \ \ I I I I \ . I �� - \ / \ \ \ 1 I I \ \ \ \ \ \ \ I I I x R.R. TIE \ � _ _ _ \ { I. I I II �i / V. \ \ \ \ \\ \ I I I I \ \\ \ \ \ \\ \\ \ \ \ \ \ \ \ ` - / / / / I \ I FLUME \ L.P 1�I al TENINIS Ili RETAINING WALL \ ��� -_--Z--___7--_ _ _ _ - � _ - - \ \ \ \ 1 I I I I I I { _- - - __- %� \ \\ \ \ 1 \ \ \ � I 1 II I 1 11\ \ \ \` \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ / / / L.P • 1 • 1 I ia) I `� y COURT 11 / � \ _ 425 - - - - - \ \ \ \ ' I I ------ I -- -- -- 3 ��i II \ IIII\\\\,1 �I�1 II\ \\\ \\\ \ \\ \ \ I I I 1 \\ \ / / _ - -'�\ \ I ! o0 _ - - _ , \ \ � - - / / I / I I (D I I I I i ) \ \ \ 100 YE,Aiz FL o \� \� cc- - - _ - 1 II II \ \ \� I i I 1 \ \ \ \ \ \ \ \ I ,I I \ \ \ \ ___ , - - � / / 0 1� U I \ \ \\ \ I I `\ I \ 1 \ I I '¢iTX GONC. RETAINING - - - - - - ._ - \ \ ` I ELEV. 3to5 \ i \ \I\1 l ' I II I WALL _ \ \ v� v z I \� \ IAA v V A \\� vIII \\ V A \\\\ � I I I v �_ - I 1 c.8. \\�-� \ V A� _���_I 1 A \\ \ VA\\ 11A \ \ I \ v- - 4 V TBM I I TOP 458.21 I ao II \ \\ \ \\ \ C 0) mrn \ \ \\\ \ \ \` 1 I I, \ \ \ \ \ \ \ 1 \ \ 1 I I I \ \ �O \ ` P I ' L.P LE. 454.41 / I n I II X �����\ \ \ �r \ \ \\ \\\� \ \ \ \ 1\\ \ \ \ \ \ \ i I I I - - \ _ P.K. NAIL I I I I I TENNIS ? ,\\ \\\ v�� v vvv\ v v I z ��v v A \ \ \\�\���\ \\ V� I I \ \ \ V III, � v v -_ -ELEV. 469.65 / / I 1 \ I \ I I couRT ��11 ` \V A\A\ \\ \ I rn \ V \\ \ \ V \\ \ \ \ A \ v I SHERATON HOTEL vvv \y \ \\ \V I v \ \ v\\v AA\ \ Vv\1 V \ \� 0 \ 1 \ \ \ \ \ V v � x vvv vv v vvv m v I v v \ \ v _ - - - - - / / I I �v I CO x I ��!� 11 v,i I � vvv vy� vvvv�l II vvv I vv`vvvv \yi\vvv v v \ \v \ ` v \ v v v � / I j o 1 I I II V AVA �\ \�A\\\ \\1I� 5 V I \ VA\ \ V\\\ \\ V A \\ \ V\ \ V \ V \ \ __ - - - - __ - � � \ \ V / I I L.P w� I � 11 VA�\vA V�A1 II VA \VV��I\\\v \ V�\ \ \ \ V A\A \� _� --- - _ A / / / • I I ILx III OUTFLOW PIPE - \ \ L.P I „\ 1 .II\\\I\ \\�I,.,,I I I.EP407 5o I I 427.10 \ \ \\ \ \ \� \ \\ \ \\ \ \ \ \ \ \ \ \ \\ \ - - - - - � _ 1 ` \ \ \ \ \ 1-1 \ / / I 1 I 1 COUNTY SERVICE' EMARLE / N 40 08 45 W - I I \\\\ \ IIII \ \ \ \ \ \ \ \ \ \ \ \ \ - - - � _ - � \ � / _ / ,_ 12" RCPT I / �/ 7.37' i' ;\ HEADWALL / l 1111 IjI 1 \ \\\\\\ \ \ \ \ \ __ -_ _ - - - -_ � - _ � - - _/ / == = =_= __ - _ __ X R I'4 AUTHORITY EASEMENTS. \I\ TOP 429.34 / �i I I \ \ \ \ - - \ \ \ - _� _ I.E. 454 4 C.B. - _2.. _ C� - // / / I \� `\\�, 6 I.E. 427.34 /� moi% �/ /III I \ \ \\ \ \ \ \ \ __ 460_\ \ \ ` _ \ TOP 471.32 SS SS-.L•TOP 464.29 TOP �37?J9 3S Z \ / - - - _- - - --- -- - � - - 8" SAN. SEWER LINE .E. 447.79 _/ i / _ _ /// //////// / II 1\\�\� I' j% �� �ii� I 1 \ IIII \\ \\\ \ -` - - -�- \ - \ = - -- _ I.E.:_ 1 _ I� _ 8" SANS- LINE �_ _ �_ / \ I.E. 462.62 j� / ///,�///� i//// I//I�iII\_- I.o._ - r' X12' �ci% % % //BRICK \\\\ �- --�� - -_- S 37' 13' 51" W - 848.05 - _ - - _ - - - - °': ***CAUTION*** _ SIGN I MH CAUTION /j/// �/ // L(- C i = - -I � - / _ / / / WALL, ' \ \ \ \�' �-� ---_ _ - _ - - _ - - - SL _ = WALK , v \ TOP 452.36 // / // \ \ \ ? I.E. 423.88 THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR S CONVENIENCE ONL Y. // �/ / / 8 11 C.S. 43e• 2 _ - _ _ = R T- - , - \ - - F -_ 12_ 1 - _ ^ _ -_ _ - - I O ACCESS EASEMENT \ N�"\ ` THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER / It u+� ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND /T SHALL BE j I.O. / IL I.E. 433.;Y / I t cs. I 451.318 ' I l TOP 459.2fi >P IO" D.I.P. WATER 'LINE W_ / W w �\ THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL �W. . / / \ W\ I ` I►12" R I 4 1 w w -i `�-�'' I.E. 448.618- W 454.48- o w / r/ t�.s. 761-298) \ r- UTILITIES W/THNV THE LIMITS OF ORK. ALL DAMAGE MADE TO EXISTING / v� w\ I I \ O \ I �' \ W -V- W M , / •/ / / /// / \ m\ UTILITAES BY THE CONTRACTOR SHAM BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. / C.B. �- _ - - � \ \ I I W.V.' L.P • \ F.H. L.P -460 i / / / / �// / / \ \ � - -STOP 438.36 - \ \ \ \ 1 / ___ _. - �- `A i / ­:� l� _ � LE: 434.10 � \ \ \ -.. I'll _` \ \ � / / \ f - _ - uj,:� 11 No Q z z Q > LL_ O Y O LL_ D O //ice al / / // �/ � , �I / \`'\\�\ \\ \ \\ \ \ \ \ \ \ \ 1 \ \ -� �" '"- -- 455 � i - ._- T � / / / / / I HEREBY CERTIFY THAT THE RATIO OF PRECISION _ _ �"-• -w �.- --� / / // QI - 50 100 15Q OF THE FIELD SURVEY IS 1 5000 AS SHOWN /// /// //NII / - - \y\\\\\\\\ \ \\ \ \ \ \\ \ \ \ \ \ ._ - __ _ // // `\\ \ \ _- - --� / / / j 5O S 36'25'33" E 59.77 8O) S 62'38'51" W 38.68 ,,--,, --,,--,,\ -no - - - -" HEREON AND THAT THE AREA WAS DETERMINED BY \ � / / / _I---// II � \\ IIII \\\ \ -, \ \ \ \ � \ -- - - -- _ / / 0 7-26-24 0 50-54-39 SCALE 1" = 50' FEET DMD METHOD / !\� ,��<- - _ _ / / / % / R 460.58 R 45.00 w / /1 11 1I -� \ \�\\\\\ �\ �\ \ \\ \ \ �� \ \ IIII \ - _ C.B.- _ _ = 12=RCP = - SII TOP 452.85::J:-',450-, : i / j //r A 59.81 A 39.99 FREELAND-CLINKSCALES \ / / I I � /!, / \ \\\\ \ \IIII\\ \ \\ \\ \ _ _ - TOP 452.12 � _ \� X11 LE. 444.65- - i / / C 59.77 C 38.68 COMMONWEALTH OF VIRGINIA & ASSOCIATES, INC cr/ / / \ \\ \ \ \ \ - I.E. 448.12 - \ \ - j a _ _ - - _ � / Engineers • Land Surveyors �"� / / / // // I I i / 0 SSMH. ,,\\ \\ \\\ IIII\\\\\ \\ \\ \ \\ \ --- _- _ - , \\ _ �I� I, --� ; _ -- - / , // T 29.95 T 21.42 ALBEMARLE COUNTY 323yyESTSTONEAVENUE . TOP 423.94CHARLOTTESVILLE DISTRICT GREENVILLE,S.C. (%) I.E. 398.44 Z I- NOTE:PROPOSED SEWER INFORMATION Q I TAKEN FROM RIVER HEIGHTS RETAIL CENTER PLANS. IlIlll- (D1. J t :I: 7: .' _.. 60 S 66.01'17" E 39.28 SURVEY FOP (W3)27' -4M 5I-45-05TOPOGRAPHIC REF. PLAT BOOK R 45.00 SAM'S WHOLESALE CLUB REF. DEED BOOK A 40.65 REF. TAX MAP C 39.28WAL-MART STORES, INC. PARTY CHIEF P.W. L.B. T 21.83 DRAWN RLS F.V.CL INKSCA S ,IR. CHA RL 0 T TES V I L L E, VIRGINIA DATE 3-19-90 NO: 1705 DWG.NO. _ C-2 STOP 4 AD K 4D 0S 4 W -- 13T I3T FOUNDATION SUBSURFACE PREPARATION I THE 21,200 SP SK?A94(ok Ili NTT AFFROVEP AT TAIi -nMF-. -THF- CoMfACToir- WILL FE F_ COVEKED F31 THE. ftIL9114C� FACE- SAM'S CLUB JOB #140514, CHARLOTTESVILLE, VIRGINIA 10. THEOE SHALL PIE WO VERICULAr- ACCE55 MADE To sprcA, 1ZoAo- 2111/91 422PM TOM HENDRICK, WALLACE ENGINEERING STRUCTURAL CONSULTANTS INDICATES )JUMF3f V- OF FAMR(A 15fACE5, IN THE ROW .1 I -E so SPACES I1. T.M.K. INVICA-fES "TIRE maUK­nt46tAFzEA1 12. PARK)W6 LOT SHALL PROVIDE PU5L((- ACCE55 TO AMY FUTUKE GKF:EMW,&Y PAM. THE FINAL SUBGRAVE ELEVATION SHALL BE ESTABLISHED AT 11.5 UUNPART AND T6Fo(,v_4?k1(_ DATA TAKEN FROM SUr_Vlffy DATED mAr- 1-1, 1110) INCHES BELOW FINISHED FLOOR ELEVATION. THE SITE CONTRACTOR P1Y PKEELAUD-CLIU94CALF_6 A65OCIA-Me?,MC-) 6Ff_ENV1LLF_ 46. SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT -AND FILL DEPTHS REQUIRED. 44 -TI FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN "c - 101 - A I-- r-5" I90IcA-fE4*: CENTEV- F_9-MAtA(r-_j - [ 101 (60a) Frwro qTOrE A LrT 0 f -I THICKNESS, AND COMPACTED TO AT LEAST 55 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0698) AT A MOISTURE CONTENT WITHIN PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM. EXISTING ON-SITE SOILS ARE SUITABLE FOR USE AS THE SITE Iy NUT IN 714F- Wk-MV-4HP-12 OF Ag 'AL15Etv1AV_LF_ CzUqT1 PU61,1C L)r-lhlKlm,5 WA -TEF STRUCTURAL FILL PROVIDED THAT THE SOILS MEET THE FOLLOWING REQUIREMENTS: RE SEevo{2. LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BELOW "PER 4 FEET is MAX. 50 MAX. T44ErE SHALL 13E 90 OUTD001- 1pj4fLAj 0V_ -7-fof-A44E OF MEVICHAWPIS,F_ BUILDING AREA, UPPER 4 FEET 12 MAX. 40 MAX. '7. _.-THEY-E .15RALL i5F--Wb r-LAZ17-t priggAkT4T e'p"44-, 7194e -L-, ?>Am9ez . s__AF_ M14EP- PEMAI9DEf_ OF THE FILL DEPTHS WILL VARY TO DEPTHS OF UP To 40 FEET ACROSS THE SITE. TOTAL CONSOLIDATION OF THE NEW FILL AND THE - PAIZCF-L TM 4q 66C> UNDERLYING RESIDUAL SOILS WILL OCCUR AS THEY ADJUST TO THE 1104 6RAWR4 X=F-17 OTHM 7AA9 1;16AAi�B -5,PF-CIFICAU-T ATFEM Afrr-o%jF-V r5T -rAF_ WEIGHT OF THS FILL. FILL SOILS SHALL BE PLACED IN THE AREAS TO RECEIVE THE DEEPEST FILL FIRST. IMMEDIATELY FOLLOWING AL�15P_MAZLE_ COUUTT 10v1196 VP_?Ae.-rMeNT, AMC> THE AV_CwrMcWr-,kL REVIEW 6oA$Zc)- FILL PLACEMENT, A REGISTERED SURVEYOR SHALL ESTABLISH A SYSTEM OF WOODEN RUBS TO MONITOR THE DEGREE OF SETTLEMENT, AS N0 Tr_UU__1, B EYb 9 D 114 K Vo I 9T",5 1 9 g. THF_ 'PECIFICA11094 FOR TRIJ 17r-olf-r-T 4HALL MEE=T OR F_xceep -MF- DESCRIBED IN THE SOILS REPORT BY WBSTINGHOUSE ENVIRONMENTAL AND GEOTECHNICAL SERVICES, INC. DATED DECEMBER 21, 1990. "WAL-MMLT 5TAODW-D eMWOrX AFTER WAL-MART'S GEOTECHNICAL ENGINEER HAS VERIFIED THAT THE MAJORITY OF THE SETTLEMENT HAS TAKEN PLACE, CONSTRUCTION OF THE FOUNDATIONS CAN BEGIN. IT MAY BE NECESSARY TO HEAVY OUT( 1517TUM04005 PAVEMENT C AsREESTABLISH THE GRADE IN THE DEEPER FILL AREA UPON COMPLETION FAINTEI? YELLMAJ STPPTs, _L)EE111 5a)t It'l V'4,4: 300--0 JORITY OF THE CONSOLIDATION. NEW ENGINEERED FILL )-C e .45* ­- MAY B HE MA 4H Wim a Vc QUIRED. 12 THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT or� F.6 -50,K r,9;46 25, 33, E em 17, THIS PREPARATION SHALL GOVERN OVER THE SAM'S SPECIFICATIONS. � 7 - Z& - 24 REFER TOITHE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT TM +F - G8 P COVERED IN THIS PREPARATION, 7_091f4d - FAL-r NC / PAp--r g- 1m; - V 15. 1011 j,. 263, ZA I FLAT. C 59.11 FAUN& RATW4, Fr-54E4T 775 15rACe' , 7.06 SIFACC11006Sf- T 29.9W FVTVM .544 e_-I1ACI5$ O5 &&o oi I1' E 31 28' 101,398 "F(PRESENT) 134,,1538 A 51-4; oc5 -1,138 7,138 bEYONO 5b0' IJKF- MET MAIL AREA BI 61110 A c2FACC-1, UA'P FI*j Ij000 IrF ILI so C 3q. Ze' 4 9>1 620 T 21 el; 534 O5 � z " 3f,, "5 1 w 38.&81 8440 A 50-54-31 SXM'f WHOLf-4A.Le CLUB • R 4s5-oo' I% WAL-MAr-T IRC. A !)q qq I 701 50vrg WALT09 0,LVP- r) 38 68, 21. 42' REIWT OF 5UII.9194. 31.331 LARV f3UIL0196 AODMOP4 301000 -IF 0 A, 11EX 31A, 231 5r- 53% op5v1 SPACE 147, 610 5f 24% TOTAL 14.03 4c. REV. KEV. 4-15 9 Z 27.91" P'Ev 1-2-9) Lu 7 K 4D 0S 4 W -- 13T I3T FOUNDATION SUBSURFACE PREPARATION I THE 21,200 SP SK?A94(ok Ili NTT AFFROVEP AT TAIi -nMF-. -THF- CoMfACToir- WILL FE F_ COVEKED F31 THE. ftIL9114C� FACE- SAM'S CLUB JOB #140514, CHARLOTTESVILLE, VIRGINIA 10. THEOE SHALL PIE WO VERICULAr- ACCE55 MADE To sprcA, 1ZoAo- 2111/91 422PM TOM HENDRICK, WALLACE ENGINEERING STRUCTURAL CONSULTANTS INDICATES )JUMF3f V- OF FAMR(A 15fACE5, IN THE ROW .1 I -E so SPACES I1. T.M.K. INVICA-fES "TIRE maUK­nt46tAFzEA1 12. PARK)W6 LOT SHALL PROVIDE PU5L((- ACCE55 TO AMY FUTUKE GKF:EMW,&Y PAM. THE FINAL SUBGRAVE ELEVATION SHALL BE ESTABLISHED AT 11.5 UUNPART AND T6Fo(,v_4?k1(_ DATA TAKEN FROM SUr_Vlffy DATED mAr- 1-1, 1110) INCHES BELOW FINISHED FLOOR ELEVATION. THE SITE CONTRACTOR P1Y PKEELAUD-CLIU94CALF_6 A65OCIA-Me?,MC-) 6Ff_ENV1LLF_ 46. SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT -AND FILL DEPTHS REQUIRED. 44 -TI FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN "c - 101 - A I-- r-5" I90IcA-fE4*: CENTEV- F_9-MAtA(r-_j - [ 101 (60a) Frwro qTOrE A LrT 0 f -I THICKNESS, AND COMPACTED TO AT LEAST 55 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0698) AT A MOISTURE CONTENT WITHIN PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM. EXISTING ON-SITE SOILS ARE SUITABLE FOR USE AS THE SITE Iy NUT IN 714F- Wk-MV-4HP-12 OF Ag 'AL15Etv1AV_LF_ CzUqT1 PU61,1C L)r-lhlKlm,5 WA -TEF STRUCTURAL FILL PROVIDED THAT THE SOILS MEET THE FOLLOWING REQUIREMENTS: RE SEevo{2. LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BELOW "PER 4 FEET is MAX. 50 MAX. T44ErE SHALL 13E 90 OUTD001- 1pj4fLAj 0V_ -7-fof-A44E OF MEVICHAWPIS,F_ BUILDING AREA, UPPER 4 FEET 12 MAX. 40 MAX. '7. _.-THEY-E .15RALL i5F--Wb r-LAZ17-t priggAkT4T e'p"44-, 7194e -L-, ?>Am9ez . s__AF_ M14EP- PEMAI9DEf_ OF THE FILL DEPTHS WILL VARY TO DEPTHS OF UP To 40 FEET ACROSS THE SITE. TOTAL CONSOLIDATION OF THE NEW FILL AND THE - PAIZCF-L TM 4q 66C> UNDERLYING RESIDUAL SOILS WILL OCCUR AS THEY ADJUST TO THE 1104 6RAWR4 X=F-17 OTHM 7AA9 1;16AAi�B -5,PF-CIFICAU-T ATFEM Afrr-o%jF-V r5T -rAF_ WEIGHT OF THS FILL. FILL SOILS SHALL BE PLACED IN THE AREAS TO RECEIVE THE DEEPEST FILL FIRST. IMMEDIATELY FOLLOWING AL�15P_MAZLE_ COUUTT 10v1196 VP_?Ae.-rMeNT, AMC> THE AV_CwrMcWr-,kL REVIEW 6oA$Zc)- FILL PLACEMENT, A REGISTERED SURVEYOR SHALL ESTABLISH A SYSTEM OF WOODEN RUBS TO MONITOR THE DEGREE OF SETTLEMENT, AS N0 Tr_UU__1, B EYb 9 D 114 K Vo I 9T",5 1 9 g. THF_ 'PECIFICA11094 FOR TRIJ 17r-olf-r-T 4HALL MEE=T OR F_xceep -MF- DESCRIBED IN THE SOILS REPORT BY WBSTINGHOUSE ENVIRONMENTAL AND GEOTECHNICAL SERVICES, INC. DATED DECEMBER 21, 1990. "WAL-MMLT 5TAODW-D eMWOrX AFTER WAL-MART'S GEOTECHNICAL ENGINEER HAS VERIFIED THAT THE MAJORITY OF THE SETTLEMENT HAS TAKEN PLACE, CONSTRUCTION OF THE FOUNDATIONS CAN BEGIN. IT MAY BE NECESSARY TO HEAVY OUT( 1517TUM04005 PAVEMENT C AsREESTABLISH THE GRADE IN THE DEEPER FILL AREA UPON COMPLETION FAINTEI? YELLMAJ STPPTs, _L)EE111 5a)t It'l V'4,4: 300--0 JORITY OF THE CONSOLIDATION. NEW ENGINEERED FILL )-C e .45* ­- MAY B HE MA 4H Wim a Vc QUIRED. 12 THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT I � � l i ,I IS 5-7 0 1 3 3 3 0' zo HC HC I$ U 0. HC HG 19 HC t'H C 11 I 18o, 15 1601 es! IT (4 eT FA'5L w L- NT D F F 5oo K -T PAC•r 317 f20 20 ( i � I TENN 1� � - -c-�� f Q ____—LAMX6J&F`E: 14L,405(TYP G 14'1.5 -7. 5 7.5 LIJ 20 TENwL, HOTEL L4 fi THE CART CORRALS ARE TO BE PROVIDED BY TIAL -MART, AND THE CONTRACTOR IS TO ASSEMBLE THEM AND PLACE THEM ON THE PARKING LOT. PYLDt4 -516A (by OT14EF-15) _E elroToP SIGN 2`7' 2TN6 ?2VICY, "(141 17,5M A I FA 4 e, 37- w el 8. 0,5, I CON kEllj ?V -NATE ROAD F_E5U1ZFACZ EX -15T. PV-IVA-rF- 771 Roh,c) WrTR I OVEeL.&Y7 rr- 7 1 c a S -- -i 13, 1 ` w 451 SITE: DATA or� F.6 -50,K r,9;46 25, 33, E em 17, THIS PREPARATION SHALL GOVERN OVER THE SAM'S SPECIFICATIONS. � 7 - Z& - 24 REFER TOITHE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT TM +F - G8 P COVERED IN THIS PREPARATION, 7_091f4d - FAL-r NC / PAp--r g- 1m; - V 15. 1011 j,. 263, ZA I FLAT. C 59.11 FAUN& RATW4, Fr-54E4T 775 15rACe' , 7.06 SIFACC11006Sf- T 29.9W FVTVM .544 e_-I1ACI5$ O5 &&o oi I1' E 31 28' 101,398 "F(PRESENT) 134,,1538 A 51-4; oc5 -1,138 7,138 bEYONO 5b0' IJKF- MET MAIL AREA BI 61110 A c2FACC-1, UA'P FI*j Ij000 IrF ILI so C 3q. Ze' 4 9>1 620 T 21 el; 534 O5 � z " 3f,, "5 1 w 38.&81 8440 A 50-54-31 SXM'f WHOLf-4A.Le CLUB • R 4s5-oo' I% WAL-MAr-T IRC. A !)q qq I 701 50vrg WALT09 0,LVP- r) 38 68, 21. 42' I � � l i ,I IS 5-7 0 1 3 3 3 0' zo HC HC I$ U 0. HC HG 19 HC t'H C 11 I 18o, 15 1601 es! IT (4 eT FA'5L w L- NT D F F 5oo K -T PAC•r 317 f20 20 ( i � I TENN 1� � - -c-�� f Q ____—LAMX6J&F`E: 14L,405(TYP G 14'1.5 -7. 5 7.5 LIJ 20 TENwL, HOTEL L4 fi THE CART CORRALS ARE TO BE PROVIDED BY TIAL -MART, AND THE CONTRACTOR IS TO ASSEMBLE THEM AND PLACE THEM ON THE PARKING LOT. PYLDt4 -516A (by OT14EF-15) _E elroToP SIGN 2`7' 2TN6 ?2VICY, "(141 17,5M A I FA 4 e, 37- w el 8. 0,5, I CON kEllj ?V -NATE ROAD F_E5U1ZFACZ EX -15T. PV-IVA-rF- 771 Roh,c) WrTR I OVEeL.&Y7 rr- 7 1 c a S -- -i 13, 1 ` w 451 SITE: DATA COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. EACH FOUNDATION EXCAVATION BOTTOM SMALL BE EVALUATED'BY WAL-MART'S GEOTECHNICAL ENGINEER PRIOR TO ANY CONCRETE PLACEMENT. THE BUILDINGiCONTRACTOR SHALL PLACE A 6 INCH LAYER OF GRANULAR MATERIAL'UNDER ALL BUILDING SLABS AND BEHIND RETAINING WALLS. GRANULAR MATERIAL FOR USE AS A SUBBASE SHALL MEET THE VIRGINIA'iDEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR AGGREGATE BASE COURSE THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. INFORMATION COVERED IN F.6 -50,K r,9;46 THIS PREPARATION SHALL GOVERN OVER THE SAM'S SPECIFICATIONS. REFER TOITHE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT TM +F - G8 P COVERED IN THIS PREPARATION, 7_091f4d - FAL-r NC / PAp--r g- 1m; - V 15. 1011 j,. 263, ZA I FLAT. FAUN& RATW4, Fr-54E4T 775 15rACe' , 7.06 SIFACC11006Sf- LJ FVTVM .544 e_-I1ACI5$ 6.134 5;FAc65/t0oO'1r- PAWN4 "QvIRfMf9T: TOTAL IZVTA-IL AF,5A 101,398 "F(PRESENT) 134,,1538 EMPLOYEE PAEK1144 LESS -1,138 7,138 bEYONO 5b0' IJKF- MET MAIL AREA BI 61110 ........ . c2FACC-1, UA'P FI*j Ij000 IrF ILI so 5FACE5 )ZEdP OVER 150004f: 4 9>1 620 7.15 TOTAL 47FAal, P-EQ'P 534 &70 SPACES FR-OvIpep 775 8440 F14WOSE9 USE: WIAOLE1W_F_ 11toV_F_ - SXM'f WHOLf-4A.Le CLUB I% WAL-MAr-T IRC. 701 50vrg WALT09 0,LVP- r) I � � l i ,I IS 5-7 0 1 3 3 3 0' zo HC HC I$ U 0. HC HG 19 HC t'H C 11 I 18o, 15 1601 es! IT (4 eT FA'5L w L- NT D F F 5oo K -T PAC•r 317 f20 20 ( i � I TENN 1� � - -c-�� f Q ____—LAMX6J&F`E: 14L,405(TYP G 14'1.5 -7. 5 7.5 LIJ 20 TENwL, HOTEL L4 fi THE CART CORRALS ARE TO BE PROVIDED BY TIAL -MART, AND THE CONTRACTOR IS TO ASSEMBLE THEM AND PLACE THEM ON THE PARKING LOT. PYLDt4 -516A (by OT14EF-15) _E elroToP SIGN 2`7' 2TN6 ?2VICY, "(141 17,5M A I FA 4 e, 37- w el 8. 0,5, I CON kEllj ?V -NATE ROAD F_E5U1ZFACZ EX -15T. PV-IVA-rF- 771 Roh,c) WrTR I OVEeL.&Y7 rr- 7 1 c a S -- -i 13, 1 ` w 451 SITE: DATA 0 50 too 150 SCALE c -,o FEET REV 15-77-91 Fzr=v. 4-4-91 REV. 9- 22_ 11 F.6 -50,K r,9;46 Lr--6A,L 9f_4tr_jf1TI61A: TM 41j- 68T7Z TM +F - G8 P 7_091f4d - FAL-r NC / PAp--r g- 1m; - V 15. 1011 j,. 263, ZA I FLAT. FAUN& RATW4, Fr-54E4T 775 15rACe' , 7.06 SIFACC11006Sf- FVTVM .544 e_-I1ACI5$ 6.134 5;FAc65/t0oO'1r- PAWN4 "QvIRfMf9T: TOTAL IZVTA-IL AF,5A 101,398 "F(PRESENT) 134,,1538 (FUTUP-C) LESS -1,138 7,138 MET MAIL AREA BI 61110 SF c2FACC-1, UA'P FI*j Ij000 IrF 950 so 5FACE5 )ZEdP OVER 150004f: 4 9>1 620 TOTAL 47FAal, P-EQ'P 534 &70 SPACES FR-OvIpep 775 8440 F14WOSE9 USE: WIAOLE1W_F_ 11toV_F_ - SXM'f WHOLf-4A.Le CLUB I% WAL-MAr-T IRC. 701 50vrg WALT09 0,LVP- MAXIMM No. AF EMI`Wa": 1&2 120 FF-P-MAWrENT 1 42 Pke-T-TIME) REIWT OF 5UII.9194. 31.331 LARV f3UIL0196 AODMOP4 301000 -IF 0 A, 11EX 31A, 231 5r- 53% op5v1 SPACE 147, 610 5f 24% TOTAL 14.03 4c. REV. KEV. 4-15 9 Z 27.91" P'Ev 1-2-9) 0 50 too 150 SCALE c -,o FEET REV 15-77-91 Fzr=v. 4-4-91 REV. 9- 22_ 11 I -645'- I 336 . T)1-7 I 2 DIA QIP-R.AP / / ,t /O ES I AKOUWV DI -7 �-/ 42 tz(lf yr J ., � �'1 `"�'�'� - / -�-�•, -o•� " � ` 1, . l r� se- a� 4 Y 3`. F �A�b w F. -c1A5s r 14-F-Ar —�?j•30. O � I \ \` DETA IL.'A' I"= to' \ \ flinNAP I / I DO i� FLooD u E 56S 5j0 \ _ Sts 510 56S 500 49h \ 490 485 q85 4� 47b 465 466 x{55 450 \ \6\\435 43e \ 426 ti2o \ 410 \ 400 39\ 386 310 // / \ \\ \ \ \ \ \ \\\ \\ \\\ \ \\ \\ \\ \ \ 11 \ \ \ \ \ \ \ \ \ 1 I f I J },YA CEL r la\ c,\� / j ___//� / //� ���\\\ \��.�_----_.---------------------------49 '------- _�.��,_`� ��_---------------- 480 --------- --- ------ - ---- ,, �- '-_'_�// -14 rF G q`',E tit E �,/a I \,\\) `-------_-i-\LL-------------- ------------------------ 410— �fft^ft1�`3oe _---------- ---____------------- — -- — — -{i K _ :' E • ,� Lo 24 Z(P �P 20 �` Iv e�� (/ / �/ / 15 - IIS 1 - % i /i /j/✓ //i,'/ / 1 f I ( I I f f I I ( i _ A�� SD -- - -- - 5D t fi \ 1 1 I II -I I _ �� I -,- _n / / - - - o I A� I i Is" �/ I r I r 1 1 10 �`� I 15 �' 21p i 'so 24t1 ecl� A�\ I s I _ /� / /�� / I I I 1 •. PCP / /�/ / loo, o II I I I 1 r la e O I I / i la—U14 q �/ � // I l I► t l l l l l. !, I i I I / // 100, ~ � A _ � • � � � � M A�\o I Q-• � ,, M � I I I , / T _ _ _ / / / � l J l I t l �' 1 (� T. M. A. .9 •9 �.` 110, / / / r j D I 13 / o \ %A , 0 \y`• (� h I I -- - F i -1 -I - I 1 1 ull / — / / / -.01 ' / / / / / / / 1 I SEE DETb 1L \ a (�`' A.9 GPP Flzo A OoWN5P0UT A I � � � \- J (REFEIZ o AIZC.N. PLANS 11 I// // i /, i i/ / / r{/ T G I I i \ fOC EXAL? OG4TIvi�) " + I2"GPP@ I'fd 2 �0 2� 42 W7 I I LU LU i I I �� I I I 1 / / — I f / I o,�0 4) I NC N , O I I I I I 1 } 3G'�GP I ,�7 a C J ,y HC '� NC pto� ; I I lu Q I I _ - 3G,A - N. — -•`��" RcP j I I - �.,131 rt 4% 6rtUMlNous KAM P i I , I � \ ! 1 I �I I I I I I I I 1� I 8o vRal►,Ia�>= �.sEr��etT 1 / •Q 7A A� TO 51DEwxLy pv NF, - K�' I I' � a 0�1� � _ � . — � I�� Y �- �_ 1 i � I I � y , / A PIPJ. FL. EL. 4L9.�0 Pv I I \ - - 1 NC � � / .1 / t � �\ _- _ :� �� 4�0 �_ -� - � I ( T 7 I �— .R'�= � , Q ,�� i l i i I , ; , I- �1 � . �� _ _ __ __ ___ _ �•. � � — — — — — — -- — — — — — — — — — — -- qr,� — — — — — 1 � 1 I l i l I i I t I L\__ — .'. .\ � \ �\ 1 1 � i l i r \ s 3r� 13_ti I' ri_ 333 c_ _ / I I I i I I _ ���o - / t3 SI w 45.9 0 12" I , I H a�� I HC lac + \ ;� f` ,11 �I+ -- - -- - - _ -- - - - - - / / I II \ _qoo- - - _ \ ❑ I --s I 18 I I * � W'r \ � � - 420- / _ - _ ,_,_ - \ I � I I I I 1T \ c = a w I I I I 1 ,\ I I ' I 12�cP / 'I I \ \ L------'_ \ \ I I I I (I II I I I ' I ❑ I \.�° ` I'1 I / lilt // \ \ ,\ pE� .k 117 \FA kF3t1 r \ \ I I I I I I I I 1 j I 8 GPP MOM EA. DOWr15PDUT I I I '� a I t� kGP (R£FEV- To AZLlf PLAt46 Foe N. I N 1 DSV EXAc ( LoGATlorl� GSD 7 I I - I I 1 I " I — %. _445 I I 1 f ' I 1 - - -430 \ 420 \ 410 -1 0 IDo Yr FL000 uaE 18"GPP cg I �• v o° Il I I. ,�) % i ' Li V I 11 I i _ 20 D12A,t�eGE EpSEMEN7 (iYPi ��1 I ` i I / / / I , I I `i ti:�ily I Sof RP, ON MIEL 1\I UT E,5 Alr I:YISTINC� -rOPDf'OG2APHIG DA -T41 I}.I�ICL\TLD IS A CZ) 451 (ATIOA OF A CTUAL TLD Sp `�8�1 ! ` I I D�' 3•-5►5� / -- � - -� f � - � _ -� I 1 i � '; �U�VE`� Q,�lfl T'►ZOJEGTED 642ADE '("-TUE SEL.LEiz D SITE>. N4°°08'45"w- - 3 / / / / , 1 I REMOVE CI.O55HATCNEO PIPES AND S.Tr-\/cTUKES 2. PLUA SILT M "A STDFcM LINES FP-' Tu siT>rWaP-k FINAL 1115PEcTlo�l. A� 4 4GS" 3. INSPEc.T CLEAN AND RZEMIZ ALL EK017I0N CONTROL ELEMENTS AFTER EAC44 1/� -- 1n11 11e SD 12 SGP POW- WFOIZMA110tJ otJ l RAINFALL, OR OW -F- PE12 WEEK (MIN). 445 o SIVE CUT 14,500 C( 4 'T -14E 5EULM SHALL PZOVIDE' ALL INDICATED STor-M DF-AINA4E EXCEPT e'GPP 77 — ---- �� _ -- - SITE FILL -1 100 GT sp , / So ST - _ _ 31 _ DoWN4Pbur QgNE, 090 . THE SAM'5 Goowcrbiz sAALL f3E V SPoNSII5LE FOIZ_ -- I D S 7 • 13 5 i ' W E� g R . v 1 12 \ - -- - _ -_ -^_ _ S - Y \ \ \ 4e \ a _ r I P / I I /_ // / / / / / / I / ! t2° / / / / / A�\ I / WASTE 7, 4oD C \ \ \ N 12 ' (W1.0 MYE2?tU+U, �E STORM PEAIpJAGE STizUGTUR.ES To MEEj �IW1SI4 GP_J•Dti. \\ \ \ Q 12` I I a I I \ � I I I 1 \ 1 I I I � t t \ v I �. \ �• ,/ � / ' THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION 5. S'TOtz.M SEWER- ptPE SHALL- 6F_ 1'ZGP ClA55IIL UNLESS MC-iZVJISE NO"fEP AND / OR THE ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON 440 THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES `` - - - ` - - i / /i / AND WHERE POSSIBLE MEASURE14ENTS TAKEN IN THE FIELD. THIS �. SEE SHEET C-9 FOP- S?OKM DRAWAGE SCHEDULE. i - - _ _ / _ _ _ _ / INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. \ 430 \� \ \ \ \ \ \ \ \ ( t ( \ _ _ - / / / / THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST ._-F�j+`r�Zg.*s`6 X9171 \ \ - - - -" - - - / \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 ` '\\ _ - _ - \ \ - / /j /j // / MICI 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD 'LOCATIONS 7. O STORM DRAIti( STIZUGTUKE t$ �5�i pWNErL FUfzIJISNED 5D 51KUCTUICE � OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR REV L 12 9! TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE RE V 5-77 91 / / / � \•�" \\ \\\ \ � \ \ \ _ _ — �j / PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4-4-9I \ l \\\\ \\ \\ \ \\ \ \ \\ \ \ \ - - - - - - — _ _ _ — _ - - - - _ -=_------� / MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE REV. 2 22 91 29 �� tl1\\ �\ �\ \ \ \ \ �` \ \ - - -�/ / TO WAL -MART AND THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING Q 50 IDo ISO WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. ADDITIONAL (- li- 9I FREELAND-CLINKSCALES & ASSOCIATES. INC. Engineers • Land Surveyors 323 WEST STONE AVENUE GREENVILLE. S.C. (OW) 2714924 PLAT BOOK DEED BOOK TAX MAP Tr CHIEF WN RP E G.NO. 22614 \ \\ / / / EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY SCALE SO' FEET jZE\/ (p Z7 91 \ '��- 440 44x7 '� -� BY ON SITE INSPECTIONS. 4C5 T13M 1 , COMMONWEALTH OF VIRGINIA a .�n �`� 4K NAIL ►u PAJEMP.riT `�``y ` 39 2e EXY. 4&9 . 4-5 �``�� o � A L B E M A R L E COUNTY CHARLOTTESVILLE DISTRICT 3-. 8 O S '' 1020 38'K 1 W 3S �,8 I •F r G, �;.��� �. SAM'S WHOLESALE CLUB REF. A • 50 -54- 39 hd � ,;0 REF 17, 45 Do i ,� CNAR/�TTESVILIE� VIIZGINIA REF Q 3q 99 I I �> PAR j p�S�jOtyAt,E.aG1a C-4 CaFZADIt4Ct FLAhI DRA T i 21.42 JAMES AND DAT NOVW O FREELAND-CLINKSCALES & ASSOCIATES. INC. Engineers • Land Surveyors 323 WEST STONE AVENUE GREENVILLE. S.C. (OW) 2714924 PLAT BOOK DEED BOOK TAX MAP Tr CHIEF WN RP E G.NO. 22614 3' ►0°x ri FIRE to t VEa: s FFA ?-A-T !o" GATE VALVG' Oxen R I V z Z X: f (`IEW 201 Ai AFMA¢LE GOUuT( 5cevlce Ault+olzrtY EASEME NT. SD1 0° 6END 155E1111L-1 I GATE VALVE }lJ� UE'i-MOD's now o 4 tfiv ALBEMARLE COUNTY SERVICE AUTHORITY H +, i I I SizINKLE2 I215EP . The contractor shall on his own initiative locate all 1�151ve T4{E iSUILDING ON EACI4 b P u;derfreAtnd-lin a -anal_ structures as necessary. REMAIWDEK OF • 3- THQyT BLOGK5 ZHALL P5E PLACED OU ALL 'TEES BENDS ---•-___ i PAeOEL TM 4S C.bV �, , , All materials and construction shall mo ply-w4th eneral CHANGE5 OF VIP-ECTIOR HYPZANT4 ETC• Water Sewer Construction f (`IEW 201 Ai AFMA¢LE GOUuT( 5cevlce Ault+olzrtY EASEME NT. SD1 0° 6END 155E1111L-1 I GATE VALVE }lJ� UE'i-MOD's now o 4 tfiv ALBEMARLE COUNTY SERVICE AUTHORITY H +, //nOdClr,00gofkro � `op �s�.le ��� SizINKLE2 I215EP . The contractor shall on his own initiative locate all 1�151ve T4{E iSUILDING ON EACI4 b P u;derfreAtnd-lin a -anal_ structures as necessary. REMAIWDEK OF • 3- THQyT BLOGK5 ZHALL P5E PLACED OU ALL 'TEES BENDS ---•-___ i PAeOEL TM 4S C.bV �, , , All materials and construction shall mo ply-w4th eneral CHANGE5 OF VIP-ECTIOR HYPZANT4 ETC• Water Sewer Construction ENGINEERING DEPARTMENT WOOD � NO-! E 5: and Specifications as adopted---_ �-' A, a ' by the Albemarle County Service Authority on January 20, --- - ' 4. TELEPHONE INDIcaTED IS 211 CONDUIT oNLY, TbLEPNONE 198 3•, as amended JULY 11 1199. t LOCATION MAP SCALC: I"-Ir4o1 COMPANY SHALL FUCK114H AND INSTALL W1121NG , CONNE,Cnor 5( ETC. (4) All elevations are based on U.S.C. and G.S. datum. I. ALL PARKING LOT LIGHTING POLES AND FIXTUIZE5 WITH 29 WATER AND SEWER ti i MoNNoLEO GENERAL LAN OTES6 (5) The contractor shall be responsible for notifying "Miss LAMPS AMC) PAINT WILL f3E PROVIDED F3'( WAL MarzT (UNDEE WAL-MART CbVJTIZACT) c�,RcwIr c, ., Utility" (1-800-552-7001). AND INSTALLED F31 THE ELECTIZ.ICAL G01JTF_ACTOK-- TI•}E: CA A�IRIBRO K All (6) water and sewer lines shall have a three foot min- Sill ELEG' V_1r_AL CONTr_AC'TbV_ PIZ.OVIPF_ WA L- AR M T `gQ C' `c;rq k C imum cover over the centerline of the pipe. A ONE- Yur_ WARRANTY CEI-TIFICAl ALL INCUr-F-E0 UWVE2T To PEEP MALWOLE (1) Work shall be subject to inspection by Albemarle County 29 951 CoSTs Fort i A*Rse,o LE• 440.00 Service Authority inspectors. The contractor will be RECIeVINU, STozAGE, L{AgIUT( AND WAERA Wry 39 28 +` responsible for notifying the proper Service ' Authority A LAbO9_ 5WALL 15E INCLUDED W THE- INSTALLATIoA GoNTRACT NaPr� officials at the start of work. R 4ti Do clA A pIz IcE . `" """"" Q (2) The location of existing utilities across or along the 3q line of the proposed work are not necessarily shown on T 2. A DOU13LE CHECK 6ACKFL6VJ PIZEVENTEIz IS To BF_ MOUNTED O the plans and where shown are only approximately correct. S Il i //nOdClr,00gofkro � `op �s�.le ��� SizINKLE2 I215EP . The contractor shall on his own initiative locate all 1�151ve T4{E iSUILDING ON EACI4 b P u;derfreAtnd-lin a -anal_ structures as necessary. REMAIWDEK OF • 3- THQyT BLOGK5 ZHALL P5E PLACED OU ALL 'TEES BENDS ---•-___ i PAeOEL TM 4S C.bV �, , , All materials and construction shall mo ply-w4th eneral CHANGE5 OF VIP-ECTIOR HYPZANT4 ETC• Water Sewer Construction ST OR(3) C WOOD � `-► �� '`• and Specifications as adopted---_ �-' A, a ' by the Albemarle County Service Authority on January 20, --- - ' 4. TELEPHONE INDIcaTED IS 211 CONDUIT oNLY, TbLEPNONE 198 3•, as amended JULY 11 1199. - LOCATION MAP SCALC: I"-Ir4o1 COMPANY SHALL FUCK114H AND INSTALL W1121NG , CONNE,Cnor 5( ETC. COUTIt4 t, AND POLE LOCATIok F=- ELECTKIIUL SEIEVICE 15 SLOPE EAStMF9T i VEFD 5ool;An PA4E-3o0 + \ � --_ _ A_ PPIZOXIMATE AMD SHALL ESE CMS-_VIIIATED WrG4 VIr-li IIi N 3`1' 131 5111 e 120G.5�' POWER. qo V E1T.ENYD1zAUT (PR►VQTE) -- - -- - -- - - _ -- - - -- - - -- - -- - _ _ - -- -- - ---- �. ALL VUATEk. LNES G AND AP�ot/r 11,1 512E SHAD 8!= D cTILE IRON PIPE. 11 U �`UE a a UE "AV' „AV„ AV" ..-..----- „AV„ 1 4,4 101 CF7UE REMOVE PLUG% Tb EYTEµD VJIN Ee. LINE U E 16,6E99 r NMAJ AAHOLE (TO PSE_IN5TAU.ED ❑NEW 8 D.T. S&A.5BJEP- y / 1 0- T. M. A. GN UE TO BE INSTALLED fay Pr2%:IJ T y / I o 'TOP 43 .00 OWNER / sy r l i l m I.E. 421.57 I ❑ I I I I / i� A y �y / NEW 20' ALBEMARLE- i SDI I(o5.25' I8?•51 � / / CA.Ou� Ti EA5EMEnITJ i TO 15F_ DEDICATED I IT w 0 � ,. _MOD" J ( I A �� -- U --- "av" --- -� --I � / � � N � �' Av�� I 0 — ' — — -+ ---- ®'�--------I I I _.�_�� _-- - I lo'' CA � UE I � ( � UE VALVE SAM 5 WHOLE SALE CLUB UE J Co►1DEtJyEtzS C - 109 - AR - RS EXYEIZIbrL L14ATNG' VALVE 109, 398 SF JUNCTtoa tOoK(5EE j _ _ i Gc W 14ct4r- T4AN4F0LMEK PUILDIWd PLA>JS JV- EXAcT LzCATIohI)HC C 7711 � � III —L! •- ELEG't>ZIGAL E1tit2ANGE I I ' _ � IW S 37 13' 1i I' W 333 O,- ------- ----------- - S '�713' 511 W 459 Oo' ! i Ok,� �" SPeIMKLEfZ EIJTIZAuGE (2-81� LItJES� 1 3 I I� Ex.lST. MANHOLE � HC C 1 To? 43o.4-3 425.&157 (EXIST) = I HC G I I ( I E 425.85' (NEW) I r o ❑ a I _ o I G� TELEPHONE l;F�7AMCE . s . I 8 j <�LoPC F ASSEME NT UTILITIES �SEWEe ENTRANCE ❑ AV- MOD I I 1 4A ( -- �� AV ! i 1 DEED BooK AGE 1 Ss I.E. -q(,0.00 @BUILDING FADE DOMESZCE 1c WKp 3• � , - � I - -- � WAT Efz.. � SEW EtC •. PIZIVAIE LATERAL -16. (2%zr) UE — _ (0 1 16. o I J "ll EXIST LIGHT C.OL)PT i I ALPSEMAIZLE COUNT'( S>�VICE AUT410RIT'f i PIXluFx-- UND e -r -r- uNo I 401 M C I M nKE I,'OAD s DRDP , D CONa1T W ^�- ' GHAK.L.OTTE.5VILLl=, VA. 22902 MAuNOLEO UE I � I Q.. I � --"`-" --" - (MR. 4ENi:.r BUDZIf15k1 , 604-216-854) RIM45S.00 _ _ _ _.� _-________ _ _. _ . ..--- ._.._ o I.E (IN) 450 00 UT I PYLON 5161.1 SHALL PSE C0K5TR.UCTE0 15T l OIIteze'. CO�ITUCTOV_ S144,LL. STUB ELECTIzIG SEIzVIGE - E.(pUl� 443.24 UE ° COUDUIT KMV WIVIV44 i0 P'(L0 4 N I TE1.11419 I SHERATON HO1EL ' VIi2GIN1A POWER ID ?ol LOCATION 6,g PAST of TN15 C.ouT>' DT. I � . P 0.5OX 750-7 3 O ( - - ----- ----- --- -- CHA V_LOTTC5V1LLE VA. 22902 11 11 __ __ 1 y ��_ J MOD I , (MV-. 51DNeY MAPSHALL , 804 - 97Z -4785 ) N 40° O$� 45 W--` UT (JT I r —_ SI I I EXI4TING 20 dLeEMARLF- CovnlTy SERVICE 31' _ 2/t ��J U E ® 1 I -�D AUTI+07-11( EASEME11T5 I SEWEF_ 5HALL QE A5A0DONED _ - -I - - $" GI?`( of CHAIz(.6TTI:5VIL.L.E Og 2'/tr6ATE'VALVE _&r3p__PLy6Ge0 WA-rM61+T_— SS y5— — Br—� � GAS DIVlSIO),I - PUbLIG W02.k5 ------ -- ------ -- --- - S 37• I3' SI' W 84B.o51i o 8v — T 3oS FouI2TN --T. NW i �-- WATE2 METETz �l�`� L169 PO%T _ _ \ ALL REQUIRED AND NECESSARY INSPECTIONS AND /OR CERTIFICATIONS ` �ID GATE VALVE REQUIRED BY CODES AND / OR UTILITY SERVICE COMPANIES SHALL BEC! (A-LOTTESVILLE , VA Z%9oL - \ PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL .� Pk1VATE 2OAD �- TAFF191� SADDLE 4 YALVE \N ((�") HILTON NEI6HTS 115/ ROAp \ � SERVICE CONNECTIONS. � 804 ' `17( - 3340 W W - - 1 10" DLP , -- F IF -E HYDRAAT NJ-- \ REMOVE ` \ lx►5T. MANHOLE -_ — _ - EXIsT• MAN HoL>< I 1 TOP 962.36 •• LIG}rf PosT LIG4tT PosT ►. E 42;.M 91M 411. I.E. 44,2-4--Z (olrT) 2E G 27 1 REv L I'2 q PFv 5 :7 91 U 50 Ix 150 REV 2 ?? 9 — - - 1-11 91 SCALE SO' 1 FEET COMMONWEALTH OF VIRGINIA FREELAND-CLIN K SCALES & ASSOCIATES, INC. . <,°' :- • ALBEMARLE COUNTY Engineers • Lano Surveyors 323 WEST STONE AVENUE CHARLOTTESVILLE DISTRICT GREENVILLE.S.0 (803) 271-4924 w SAM'S WHOLESALE CLUB REF PLATBOOK �- �- REF DEED 800K r,. CHARL�dTTESV►LlE i V1tZG IN (A REF TAX MAP c•, _,* ♦ PARTY CHIEF C- 5 UTILIT`( PLAN DRAWN RP .IAMEf ft,"t£t'AND DATE NO DWG.NO— 228iA i MoNNoLEO Z� 7 - Z& - Z4 (UNDEE WAL-MART CbVJTIZACT) 460 5e TDP 444 530 A S9 61' I E. 428 00 (WAL-MART) C 54.11 UWVE2T To PEEP MALWOLE T 29 951 LE• 440.00 O5 &&'01'11"E 39 28 A 5 i - 46 0� R 4ti Do A .40 Q 3q T 2i 133 O O S !02 0 50 -54- 311 F?4\IAT6 LAIE"A - R 45 0o' A 34 49' / T 2 14 Z' 1 10" DLP , -- F IF -E HYDRAAT NJ-- \ REMOVE ` \ lx►5T. MANHOLE -_ — _ - EXIsT• MAN HoL>< I 1 TOP 962.36 •• LIG}rf PosT LIG4tT PosT ►. E 42;.M 91M 411. I.E. 44,2-4--Z (olrT) 2E G 27 1 REv L I'2 q PFv 5 :7 91 U 50 Ix 150 REV 2 ?? 9 — - - 1-11 91 SCALE SO' 1 FEET COMMONWEALTH OF VIRGINIA FREELAND-CLIN K SCALES & ASSOCIATES, INC. . <,°' :- • ALBEMARLE COUNTY Engineers • Lano Surveyors 323 WEST STONE AVENUE CHARLOTTESVILLE DISTRICT GREENVILLE.S.0 (803) 271-4924 w SAM'S WHOLESALE CLUB REF PLATBOOK �- �- REF DEED 800K r,. CHARL�dTTESV►LlE i V1tZG IN (A REF TAX MAP c•, _,* ♦ PARTY CHIEF C- 5 UTILIT`( PLAN DRAWN RP .IAMEf ft,"t£t'AND DATE NO DWG.NO— 228iA 1 r f 6.)00OOo 00 oO - -Q ----oO- 0 Ri fM AiNDEt OF 0 0 0 G__ .O o_O Pk -CF -L. TM 45 0G, .6D 00 •O -00 OO 01000-T9 - W' �OU6LF20W STAGGEzEOOO O0O O0 l50 C. - LOCATEA1 � OOCZsT of HILL. , X01 4 � „`p o AD , ti iq• � N2 T8 0 O i -o - 30o f ppy B ♦ Re, i$ RS B >zt3 �B RPS APs I i i + p6 I t _ II, BELIA GRAOIRDMA, 'COMPACTA e4c• I I ---- -- - -- -- Po I m I g RJ3 I I Rr3 +125 + ED 0 Fl ! m Po I 03 efs ( fZr3 +Kii I I ! 33 - APHELIA CaiZ�NDIFLORA � COMPACTA' @ 5� O.C. � -- ' ' � + rza �I 1zD I 0 161,4r>1 TREE PIT v IR SIDEMU(_ H l?6 Q6 +I�F3 , Ln HC ! L2 +128 I I H IHC • 40 SAM'5 WhDLEDALE 20- D I.`'1 3'1K _)F I I k6 I I +Iq 47T PO I • — - H C �Pp ; Pb 40 Pb Pb PO B f +Po ;°0 4- I i I I I p0 PO 4 ?o 333 0 4050 - MOMS Fp2?UNEI "COL0QAW5 PUeFLE LEAP W19IM' C 17' 2'/4"P PDMS C�12'D•r• � 7-&,-Z4 WIM4 ' I \ 4G0 5t,' 2- 22- 91 i � PIAN•Tlgq l0 YEARS IN toYEAKS AKF_A T W 0 O i -o - 30o f ppy B ♦ Re, i$ RS B >zt3 �B RPS APs I i i + p6 I t _ II, BELIA GRAOIRDMA, 'COMPACTA e4c• I I ---- -- - -- -- Po I m I g RJ3 I I Rr3 +125 + ED 0 Fl ! m Po I 03 efs ( fZr3 +Kii I I ! 33 - APHELIA CaiZ�NDIFLORA � COMPACTA' @ 5� O.C. � -- ' ' � + rza �I 1zD I 0 161,4r>1 TREE PIT v IR SIDEMU(_ H l?6 Q6 +I�F3 , Ln HC ! L2 +128 I I H IHC • 40 SAM'5 WhDLEDALE 20- D I.`'1 3'1K _)F I I k6 I I +Iq 47T PO I • — - H C �Pp ; Pb 40 Pb Pb PO B f +Po ;°0 4- I i I I I p0 PO 4 ?o 333 0 4050 - MOMS Fp2?UNEI "COL0QAW5 PUeFLE LEAP W19IM' C 17' 2'/4"P PDMS C�12'D•r• � 7-&,-Z4 WIM4 - 4G0 5t,' 2- 22- 91 A 59 81' PIAN•Tlgq l0 YEARS IN toYEAKS AKF_A T 29 95, O5 loG° OI' I1" E 39 28 to '(= Ar, S (ef=) R 4 ti Do QU��Us PALUsT�Is A •40 Lei' 25-.91 C 34.ZB' T z( B3' OS !020 38"51" w 38.1,81 D 50-54-3`I R 45.00' A 39 49 ` C 36 l f,, PYPUS CAL.LEZYAAA.I T ZI. 42' 10000 12- IZO -----� T� I1iI I Po � HC I H HG D R8 . I 6 I © PO { I I I I I --,Lope F ASE mi NT t--�DEF c 5ook ED 28 � ? ►1 I +PO TEUHIy S�tI RA,�01J M1EL Po A.ULI A CzIZANDI I=LOP-A COMPACTA. @ 510.0. +gp COCK ` i ' L 9P ?6. U 5 {- of 38 X •c I8P aP 51� - CrnONEA�tE2 aP i -..-- ~{ TAxUS MEDIA' DEN5ITORM►51 +po I +po Po +PO +Po O': 0 +PD PO +Po a •P `DEh1SE Y>=w' + + _ 24" HT S t 8 @ 4' o -C. S 37' 13� W 848 cr�,' COfONEA5iE DAMME21 3o=fAXUS N I LTON NEIGNTC, EGAD �COToNEASTEiZ.' ' 2 GAL CONiAI N E.2 e 30 O.C. 88 - COTDUEAs[E�- --- - --- - -- --_--_ __ _ _ 95 - GOTONEASTEP_ I , • 0 N o7>:s T67AL CANOPY keaUIKEp (16y. OF SITE AREA IN io YEARI,) I4.03 Ac x 43,5&0 SF/Ac .c O• to - &I, J15 SF CANOPY FzOVItXP = 75,688 5F 2. ALL UH5UI'FAGE17 A,1_EA5 ARE To RECIEVe Four- INCHES OF= TOPSOIL I SEEP , MULCH AND 15E WAi'ElZED UNTIL A 44EALn4-r STANDor GR.AS5 15 OmTA1NED• 3• ALL L.AMP5CA-PE. 5ED5 614A.LL F-EC(EVE -,44ZVDbtn 5,6V -r- M U L CI{ . 4. AUTOMATIC II'e16ATlo4 SYSTEM SHALL E3c PIZoVIPED. Ip_mic-,ATlo►4 ,9rjjZM SHALL GoNFoK.M To THE SPecIFIcATIor15 A5 oUTUNt-D IN einGTIOAI X2810 of -MG 2,1jr-wor-r- 5mc1'rICATIos4e.. -MF mzl_16A-T1o9 SYSTEM Pwaj SHALL ME 5V5MITTGV -To WAL-MA2'T rolz KEVIEW AND APPRove.L-, g1=ror-E co,l5"rr_vcTlc Y4 p�EGI�IS. _ 5• ALL LAKID5CAPIN4 SHOWN WITH TH19 511E PLAN t3o-rjj 0 l -SITE __KR_ r-PFF--SI-fr-= SHALL 13E PLANTED, MAIKITAWII D, AMD K.EPLAC.ED SHOULD IT Djr- Aj SAM'S. , i I I , I w 459 0o' I PLAKITIQ(4 SCHEDULE QUAN. SYM BOTAOICAL }NAME HE16HT AT HT- I&I WIM4 CANOPY T6TAL 2- 22- 91 GOMMotl NAME`S PIAN•Tlgq l0 YEARS IN toYEAKS AKF_A AKEA to '(= Ar, S (ef=) G4 PO QU��Us PALUsT�Is il` 41` 25-.91 �3o s� 33,920 pig nAK (5„GAL. K1IIJ) - IG BP PYPUS CAL.LEZYAAA.I 1 221 j�'�.GB I 193 SF 3,068 ° Bi_aOTOrD PEAT✓ Q"_ I'/4" CAL) 83 P_B CEW5 CANADENgs -71 23.x' 23•'1' 40 4 5F 33,532 EAs[�a R�BuD CAL) S& 120 ELEMRLY, AUGUS(IFOLIA S1 IS 5 1 13.5' 143 5F 5148 FUSSINA OUVV Oe - -30”) 5 CM 51 - CIZEPE m`ffnw (3 6mm) - N5 ILEX ►JELUE R. STI:VENS ?' 12' 1.5' -44 SF NELLIE (_ STEVEr15 HOLLY 7q WP PIUUS STr-05us 51 24.51 I'Z•4;;3' 122 5F `i,G38 -c WHITE P19F- (4-�`) U 50 SCALE SO' OFF SITE •THEP.EPoRE KcFT INCLUDED 19 ToTaL MOV rE H 0 IS 1A G r,-Apf-: 100 150 FEET 7ri,&68 I,Ev (--77-11 REV L- 12-91 REV 5-27-91 REV. 4-4-91 REV. 2- 22- 91 1-1-7- 91 - PL AN VIEW Sign. Olt ations (4) Cart corrals will be provided by Whl-mart, to be assembled and installed by the sitework contractor. Assembly instructionst 1. Place bottom plates approKimately seven feet apart. 2. Assemble aide rails to sign frame with four bolts in locations shown. 3. Slip side rails into bottom plates. 4. Install in locations shown on site plan. CART CORRAL DETAIL • N.T. S • -, -. F&M iLlrs i FRAME AND GRATE NEENAH =R -3036,-A 1 2" ADJUST TO FINAL (HEAVY DUTY) I GRADE WITH CONC 7-411x241 OR BR ADJUSTING 16" MA RINGS Z CDI 2,O ' -- DIA ECC TOP SECT N Zr STEPS - NEENAH =1981-S AT 16" OC M fir Ir Cr 5 PIPE op MORTAR JTS MIN �" 121'-M IKI GROUT AROUND PIPE z 2 ' 0 MAX PLACE 3000 PSI CONC RACEWAY. SLOPE FROM SPRINGLINE OF PIPE z AT 112" PER FT CL o� • BEDDING AS __,:___:�,_:_.:: SPECIFIED 6" M I N I;D PRECAST CONC INLET BASIN 4"X6* DONNGPOEIr 10"Xs" Pimmm wrrR wum mew SICIUMN I?% ROOEM ELM ILDCI= NON PiRFICRATIM) CPP 21-�f MIDI• 1+1 KDtV424 SM PC ri PARKING TRAFFIC LANE 5'•O" SI 0" 1 I 1 I I 4s° o �`r. 2'•0 r .r•1. Y 2-0 YELLDW REFLECTIVE 4' -OB • TRAFFIC PAINT SEE SPECIFICATIONS 9"0 SCK'40 STEEL I Gil. N I Y OF fyt_}+(_ h1f^lf'I..Lr PIPE SILL W/tONC. VARIES O C?1:= F='FELE' I I`1L IBJ 0F I'.P`li:i .(h)1:= I.._I' .( NI' SEE PLAN i-;E=NI: ;?AL. l;[1NETF''Ui Ffl')N No -FE i I-I.)F I1 E I 'I._i1Pa 18 PAVEMENT WGDH F'c?vi ed: ScE,1:7tc?mbE?r 1r�. 1'.i89- BASE <:; IWLE-T'O•aASE .IAA WELD 94ALL 7 R & . a CCAPL, NITM ANS SPELS AT TOP I PRO•'IDT TOO (2) 3/E- 000NPEP IUK TMp1W [" - _. C, t _. J_ �.1 A . AND eorrw OF WE RATE � 1 F-�r i. c:,'r t, ' I_.'-'/(IirflE4nc ernE?r"It cif an V_ t_ �_,n _s Y 1.(l.. 1. ]. _. n • • ' ' - ORO.It AMD PLUS- NIT" I O CONCRETE BAST TO PROVIDE BELIE" role CONDENSATION WILD LIP - ' L 1 within any eexit_sting PLIb-lit= POLE BASE Pun AND BDL• ^ ' �\b.I�'r• DIA. COQLR rO1KlAr10� I% .. _ • A �I - t Types CV, D. F. B PATTEN" PER MANN ACTTNRER' S i t -I - I. Ll d i. n Cj C: ,':, n n e r, t i ,_i n to 1 to r i y e :'7::I. s t i n C7 Y r ;t �a d, cit - ` RECON E1DAT Io• �' T CtNIEP TYPICA_ -- - 2 �-' , a Typ.a aV. E. ! BASE PUTS BELT 114f �'� I7 e, r frf •i t •f t=,'r' c-. ci .l Cj C i? n `ii t r t_1,:: t 1 i i n cr• f i i i .� i b E? c, b t ck i n E? d • • b -IIOrT r1Yn/IE ORIENTATION _ -- e (SEE 3ITT PUN ra UIIDQATION .. - CONCRETE lrl_!Ill ti',t' V7.Y'C)ici]d rJf?(]c�rtfTlf?ni ,:i( IYctntnlJt_'I tEt1.:i.clri a n 2A T/POJ-MOD �� � B$ To SUILDrC) ' , ] OIC E?r-E��'FtE_r �hhrE_Vi <:at.�d V. IJ. O. -I' .) . • 3 Type KV 3e' STM TAPIDRED POLE P" ` . xfI SPECIFICAT T ONS POLE 9MLL \ L • 1 BWDE RUB rt TH LEVEL IIc ` !�� y . u `r COMMM Au Eno l P.EMT quo cwwcrors f11. ]. I:) ca V i I i q r1 I -i C1 Cj Y c".i ]. n ca Cl F.': r E_' 1 ct t. E-' L i m c [ t E? r i c t ]. 5c. can d TO GROUND I IC LUG IN POLL t .. • HAND MOLE ?ITN COVER 1 •-e• raw I_ I _, n s t r l_l l::tion ffl E? t r] o d s fa h l:�a l l L t_I n f t:l ir rn ill ,:: l l (' r C-' n t { --� Types AV, XV, MAPpQE tnTM BASE O' ►CLE 4•. &• WIN TB B, "WIDE W C_ C. 'L c. 'I PNOVItx Too (x) 3yT• s rn.Pt► Ttw� n&RDuoN == I] E}:,,_ �a'I: 1 ,_,r -I _s ca rl ri _� � <iit rl Ci caY Ci _., li 't V. 'ra+�' AV -MOD �' LF WITD DETAIL .L. f- I CIROIIl 4An T UMDWITIREOl' fA OROUND RAs: '1 .I BiwPlDr DDPPoI pvA4cTO PROVIDE REL I Er ra CO DENSAT I a BUILD V . L.l fl l C -?';i S;i , , t h e r w i s ce n I-, t E? d . SECTION SLIUTA.LC a TIN PLATED NUT Yicumo IC LLC s,ELOCL I MD am a •URRD, Copp" S/e•, IC' CCI PEPME D ORQPO a00 COnaECTET Qf�Bf{flfl lnforritation To INSIDE Or Pf1L #K=0 II1RVII ATTAUED TO t, L TO [IX/1gE/rt OROAO WIREAT Olp� LUG IM POLE _ INK; Luc Y._ i_. r , .i, s i I , n ca n d E3 i I. t jk t l I :, n ,:: I::, G U R U'' ,:! � illi.? c:t : l l l" E.a c • 1; Il a l �. TYPE OTY CATALOG NUMBER DESCRIPTION/LAMP I ~ 11) ANCHOR BELTS 1• DIA.. 3W Lac . 4- •_ y Damm CABLE ArTAom t] E? J 'r I::I V ..1 Ci ce CJ i n f.3 t_ ,:: CI 1'- cl d n I:: ee W .L t h t h E_ Ia (7 n i' c, V E_' Ci w1T DOPER �p' O,OIN� SIX 1i 1 I i IIOOR WI TN 2 win I GUT BA9BMs AND I - f1EO1111L[ ( t 1 Lori BASE7t SAO• AV WGDH-194VS-48P400MH-BLP 4 -WAY (MS 400 BU) 44 PLACLS) ,ar 1 7- I-- -• c1 -_:ll cj 1 e •-o-Lfsc BAR3 1IDINLLT !A® E c r I_ , J O n 1:: i i n t Y I] l is n d r I C:I _ � }l Et I. I t _ E' 7. .r1'1 cr t as I. I. f.? Ci Ysa- DIA TIO TnTM 1•-#• TTP.) 1 I any !_ 1 E?cif i r]Ca r car f:l (.j i n(1 I_If cit l�E_'r AV -MOD WGDH-193VS-1FMU-480- {-WAV f3 MS 400BU) Optical Assemblies and rIBI9P ORAOE 1 t •"F3 W'( - LrA11 t_' _ _ •wo•R � I� 1 1 JI A . 1P• o.c E]Y i r t 40(1 -MH -BLP (1 MS IW NOR) Light Distribution Patterns � . ,/ BOLT " LVM He BAsN/PROJECT 1 a i I I ,_ I_ i n 5 t r L.1 I_ t i. KV WGDH-193VS 480-400AH-61-P 3-WAY(MS4WElL)-`ll �� MIT I I I BV WGDH-192VS-480-400MH-BLP 2WAY ftK,400OU) I Ilii,..!ill�i l \ I aW PLATT PER •4s I 1 1 I BUILDING 11 il' �I Alolat/ \\\` I� I 1 tx 1/Y a0.T c_ t �I� c- ,c , I. c:. aaT 11 V trPEDlrlurloes _[ , cl/lat ��. Al 1 _ ]. E?_� catlCi cI].=:>tL.l'r'bf_Li Etl'f_ct_ +•:tl'f--_ CV WGDH-191VS-480-40OMH BLP I-WAY (MS 400 BU) ----1 IRIM•♦flwtMt golli 1 Tp' Yln., "/' Tyle AV KV BV CV XV AV -MOD THICNIM 7• se... TMIC104M L-. f E?r t 1 1. i :_ E?Cj , SE?E?CjE?C1 i_inCj nilLl l t: hE?Cj . Hca`/:1 filLlGil D WGDH-191FM-480-400MH-BLP 1-WAY(MS400HOR) Br 1T1 fl00 3,LCIPED AT AS'. I I � IES -, y - - cc a c: ) Daoulr A3 /-a 1 1 ,_ I W �a t] l c_. f i- I. I. I_:I r I:: L.l t II CI ] E. i. ].. UJ { I E: r' F. E vYGOF. 1.321480-I XMH-BLP 2 -WAV (MS 400 HOA) i il!b' I' CLITfLr CONDUIT As = I FIRED "O^I� ~� 2' 0" i awlRtr I I I ,"�.a/R>'rsaalM-rE?a5--I n ah l y i_ibtc3l niab I. c- l e? i.; ��e?r (1::11]es. ,_I f 4 1. c, I, F WGOH-1911-180-4800-BLP 1-WAY(MS 400HOP) -' (]/.• Mln.) it L -I �Jt'' - 3 (TT) ��� t:)t'ttE.'r care tc bf? cac:hi.E:_'VE?Cf. _ Type o G WGDH-1913-480-400MN-BLP 1 -WAV SMS 400 HOA) t -- VorTICLL AND IORtZOMTAL SARs 04ALL I I 1 • _ O J VVGDH-1923-480-400MH-8LP 2-WAY(MS400HOR) Or WIELD TIED BELD"C NOT PETmITTED. !A•r ln• Ots`POa1F1DJ I.RTAL-LATIN IN COrOKTt c_ f �^� L_ - L aam am COP ECTTI, J. Fi .( I. d r a i n a g e i n l e t s s, h r_t It 1 h ct'V C'c' i:T. .,...' i rl (: F] C:I i s is l N GUAR D l 1 9l.O.T BIIMOKLEa' IN ITS MSOI TO EQ/1NCIR OtQ)(' ACQUIRES CO"TIMOF 1/?• LOUTIa FMw THE F"MORK DUINc UP ION Jn.W MATERIAL POST 1/7- J -MOD WGDH-1923-480.40UMH-BLP 2 -WAY GMS 400 HOA) 3 Gla[ AT DRpNp luG I-� ` @UILtt 0►[RATIa -3.._ ATL AROUND D 111L NI TH E'i E r-1 I' e s sJ i ._ n . (TYP) IN POLE .IoIAn SEALER PER SPECIPIOATIOS r Type L F DIA•CTU ' . _ N07ES .-:,r Y i. p - r �:r l:, I. i. n E? d .d 1i. t. i:: )"I rfl .::�1 y t; E? XV WGDH-264VS-480-107)MH-BLP 4 -WAY IMS 1rM BU) 1 ,YJ I I L_ 11 i I I t h ce o .7 I n i o n 1_I f 1, f7 C� F'A1 .L b ,'? I I I t7 r .L (:� is l._, 11. r l (. y LAN S`��',, - 1 1100 PSI YIN Te MY COMPRESS VIE STRE.D'n, pOMU1ETi NI TN fwAOE b REIMOICIIC STET - I Ir MATER Is PREWI IN POLL RDOYE BEFORE P"IIC COMCRETE WG6TRS-39-11-DM-PP 39'POLE STEEL =TE /ONDATIa ESf1VArla SMALL SE r 2 - AUGER IN UOIMUN'E• T PaQORY COPACtit I.)i Y' E?I: t cir 1,1 f I:_nQ i. rlP?E.'r ]. rlCa 7 ,_ir h 1. °'• CIE?E] 1 C2r e''k:;', ]. t r ILL T SPCCIrICA OC GALLON BLACK PAINT Type(, I ) MOD 'CUDATla SWILL "AVC MINIM. ALLOMABLE OD TEARIM Or 2000 PV i c_ CJE?(=?fn e?d nE: ':: E_' sc5 i:ar y i n I_,r dE?r t f-' Oat c�a t] i 1 3 rOaoAT ION MAS GTN DESIOED rOA A CIP4C31VE SOIL GATED a A MI NIMAI COE31VE V^LU a loco n� - MS -40O HOR HORIZ UMP NOTE J -MOD Requires field & rOIPDAna• M4$ BET" DESIOED FOR A OUMAAP SOIL BASED d A M1MIMb L.ARaA SOIL Cj l` c1 ]. rl'=t C] e I_ h ca n n E? GUARD POST D E T A I L rotation of optical reflector as PRE33UP rr 1000 Kr UTILIZIw AASMTO naw[ 1.I.2G A). 01 •lbwmw T a, .aeT3 MS 400 BU VERTICAL LAMP shown On drawings -see lnstruc-- Gin' OVMTUNINC LOADT bons roto optical rOlBtiOn �rPOSED CONCRETE AAA) CPOr P44LL BE PAI"rrD TIR.Arr if YELLOW P I DEI.tL "• 39 PGL[ MIT. MA)k nrTURE EPA .& So r, cc- -'t-hE'Y-W1 eiEc:' n�:,t ti;'Ci �aL l :I::Int-rf-?'(;E? f:i]. 1:3 k.-.! G:>h:aL l WGD-PTF STEEL POLE TOP FITTER /�,,�,, vim, 0 / Unl e_.: ,_! _ _ All Catalog Numbers shown are 480 Obit Other voltages are available please VEL w0 U M. ry TYPICAL LIG -MNG POLE BASE DETAIL b E? Y C� i f i f t c Y ,_ E? specify (120.240 208.277). 1.,61 Amey -r. v.eel GardCD Optical Systems are protected by U S Patent #3746854 5u� Le&- (-AA 9451? KTJ3 WAL•6AARr 111110 9 OW 2270FA ir. C&nlolnM 4F, 35769001r_. ... _ .. r'Y.I::tVcat7Cin 1',"Ir L.U'1CIf4'rrCjr-I:ILInC in t.a11<:zti, n nfLa t _.t:,rn(].i y w:L'lh (.) IIA t3tani.i:ard t c, r t; I -I r.-. .. n __'L r LI -: 'L J. ,_. r -I ] rf tci L.l .:::'L r ,• _i .. -. _� r t. PAIuTED YELLOW 5T VwIE L. z 13 (MIN) gt(M1�1) 91(M NAt�1DICAP N.C. s� 90° I I ' 1 H.C• I I SYM6oL T`(PIC,&L PAI`.Klt 6 SPACE LAYOUT rysz -m sc&Lr_ B YELLOW REFLECTIVE TRAFFIC PAINT i a a �i • i 1 �4,q�Y �,.. ` � Garr •s,F^�I`s4.L� -` iT. o e .sM ' STOP BAR a I " t I SEE PLAN TYPICAL PAVEMENT MARKINGS NO SCALE Z4 106 PIN,AI_JEkDCT' IS STYPE "H„ 1/8' RAOIUS (BOTH SLABS) /SEE DETAIL 'J' JOINT SEALER / FIRST SLAB B. I r I ° . • y d • 1 v LUBRICATE THIS d/8 0 SMOOTH END OF DOWEL DOWEL BAR, IB' _DWG ' 18' CEN -EPS I I DOWELLED CONSTRUCTION JOINT (NTS) I -YPE 7•L" , , I/8' RADIUS JCINT SEALER (BOTH SLABS) ;I- EXPANSION -; _ . P I M \ I' I d s . d I e v LUBRICATE I THIS END � I d/8 0 SMOOTH tl/2' EXPANSION DOWEL BAR, 18' JCINT MATERIAL LONG P 18" ENTERS DOWELLED EXPA%SICN JCINT (NTS) I DTL "J" TYPE "K" I - I 1/8' RACIUS (BOTH SLABS) SEE DETAIL � I JC1fSEALER\ FIRST SLAB ^�1 1 v� s d ► I v L d/8 0 DEFORMED T:EBAR, IS' LONG -P IS' CENTERS I TIED CONSTRUCTION JCINT (NTS) i TYPE "M" I 1/8' RACIUS (BOTH SLABS) /JOINT SEALER IN 04 AL��L d • s (TYP) X1/2' EXPANSION JOINT MATERIAL THICKENED E:D­E I EXPANSION JCINT (NTS) I I 4 JOINT SEALERp A,Cr.H (INSTALL PER MANUFACTURERS 1 4 e q• • p a • �x REZOMMENDATIONS) I q q• •p p I f JOINT DETAIL I 1 i JOINT CROSS SECTIONS Construction Joint -Longitudinal or Transverse 0 Created longitudinally by the edges of paving lanes or transversely at the end of a day's work. •1 : Ed" v. -M MCA^ Edea vi ROL rodR� O O V p ° �.�1 67 d G d da a V FMsf sM V V d D D First slob p V I d KeT.or twilled tryh Mound a•'/•,07 ' is fosserag fairy to Boren a ODETAIL A DETAIL A (otternole ) 3" AvsllaDle keys may vary OF PARKING SPACE Control Joint -Longitudinal or Transverse Isolation Joints INTERNATIONAL HANDICAP SYMBOL Longitudinal control joint: sawed. hand -formed, or premolded filler. TVA ransverse control joint: sawed, hand -formed, or premolded filler. C a� BLUE rr �!-'/: ero• I/; jOrM fiI1BT t32s1a10 DETAIL E 18"■ le" ie GA STEEL BAKED ENAMEL p D o d Use onlly around nonlelescoprrq INTERNATIONAL HANDICAP SYMBOL r n SIMILAR TO 09EE503, SARGENT lo•II .n•n CpStIlrTgs In the paled Oreo - = SOWELL.INC.,GRAND PRAIRIE, TEXAS. DETAIL 13 W (TWO SIGNS BACK TO BACK PER POST) Sowed pint i I I •■pons On pNH fli lar, Vj W 9WHITE 14 nos r /; Tr1o. Nod 1n d 0 [� D pQ / d a p D a p a 4 dD q D v o 4"f 4" STEEL TUBE WIThI WELDED Use only otDEburdR,gs or objects N TOP CAP ANCHORED 24 IN SOLID DETAIL C CONCRETE. Hond-formed pint obwfti ng the poved area. E Roonsion peal filter Pr••nc16•d filter v: RNR -)(- f,vsn .Iter wfflw» G v � p D 4 J t1 e s (7 E'el W-9 r' V HANDICAP SIGN d `' � °4 � ° ° a� DETAIL D DETAIL G PremD(Tiler Arlt Use only of Iunctcn of new and eftstv,q povernent Thicken slob whenever procticd. 1 1 • • 1 21 SU�F/�E Cou2SE Z� INTF�I�DIAT1✓ CcU�St✓ ASPHaLTIIG CotJ��T� 11 A5PHAL T IG coNc�T>✓ . 1 SLIR fACe GoU P_SE TACK GGAT 1 t&,4NALTIG Lo"FTE _ SII PGG Corl PGG •a- - -.� 'a 'Q .•4 a `�'• Q' CoMPAGTI;v STONE `� :.a j "' o ' CN0�1- �EIiIm-CED) -a • " - a - 1 I d ► I � � ��• • •� 6P� '� •'• �� v : � lj • _ _ .,I� 4 • a v _ - � LDIi l M►rl• Sit. 'o oca.'.� E :C�bter - -3 CAMPACTEU SYOAe -r gam. d : �-bo •¢ 111 98 5TAN DAR P PRxTog :: _ _ - I I = E3A5Ei =ap 40HPAGTIoN 1111- I�I -1�I = _ �-�- III I III= III= 9s s7A�daeo- I�-SII)=I1�-=-II _ I III _1111 =III I II= I 1'Izocloe Ct;MPAcria =11►f-II I _IIIIIIEII i -III-I (III -11 - I- II=11 r II I = 11= -I II- V - 95 PTANeA� v P Tod 1 - : ' • �rJ STANOA2D : -.. - / �' `� b D .\ � - Co FAofii6N rZoC?O1Z GOMPACT� :o . 4a . o \ _ >JoTe : ALL Pave NG SHALL % ,•�� ������� Y C 0 M M 0 N W E STANPA� PU1`f HEAVY DUN S-TAuDAV-D VVT-r i4eAVY DV TY AL BEM, I�IF�T R�UI�EMENTS ELF - - - CHARLOT THE VIP.6INIA DEPT. GgK= 10 OF TF-AN5poF-TATIo(ll(. - . SAM S 4 ASPHALT PAVEMENT DETAIL �u�sTe;-&L:Te_t4ATE PA,\,oA4ysTAIL. COO C�EIE CM& A90 60-M?_ DF -TA -IL NoTTosc^Lr. CNARLO-rrE� PE : MES R. FREELAND C 7 SITE NO STD i SPEC 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. CE I Definition A stone stabilized pad located at points of vehicular ingress and egress on a construction site. Purpose To reduce the amount of mud transported onto public roads by motor ve- hicles or runoff. Conditions Where Practice Applies Wherever traffic will be leaving a construction site and move directly onto a public road or other paved area. 1,1&mirsg considerations General criteria OC -12 requires that roads adjacent to a construction site shall be clean at the and of each day. Construction entrances pro- vide an area where mud can be reswved from construction vehicle tires before they enter a public road. If the action of vehicle traveling over the gravel pad is not sufficient to remove the majority of the mud, then the tires must be washed before the vehicle enters a public road. If washing is used, provisions must be made to intercept the wash water and trap the sediment before it is carried off-site. Construction en- trances should be used in conjunction with the stabilization of construc- tion roads to reduce the amount of mud picked up by construction vehicles. Design Criteria Aggregate Size VDHiT aggregate 140.1 (2 -3 -inch stone) should be used. Entrance Dimensions The aggregate layer must be at least 6 inches thick. It must extend the full width of the vehicular ingress and egress area. The length of t e n rance must be at least 50 feet. (See Plate 1.01a). Machin If conditions on the site are such that the majority of the mud is not removed by the vehicles traveling over the gravel, then the tires of the vehicles must be washed before entering a public road. Wash water must be carried away from the entrance to a settling area to remove sedi- ment. A wash rack may also be used to make washing more convenient and effective. (See Plate 1.01b). Location The entrance should be located to provide for maximum utility by all construction vehicles. Construction Specifications The area of the entrance should be cleared of all vegetation, ruuts, and other objectionable material. The gravel shall be placed to the specified dimensions. Any drainage facilities required because of wash- ing should be constructed according to specifications. If wash racks are used, they should be installed according to manufacturer's specifi- Maintenance The entrance shall be maintained in a condition which will prevent track- ing or flow of mud onto public rights-of-way. This may require periodic top dressing with 2 -inch stone, as conditions demand, and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. STD t SPEC 1.06 SILT FENCE Definition A temporary sediment barrier consisting of a filter fabric stretched across and attached to supporting posts and entrenched. There are two types. The Silt Fence is a temporary linear filter barrier constructed of synthetic filter fabric, posts, and, depending upon the strength of the fabric used, wire fence for support. The Filter Barrier is construc- ted of stakes and burlap or synthetic filter fabric. Purposes 1. To intercept and detain small amounts of sediment from disturbed areas during construction operations in order to prevent sediment from leaving the site. 2. To decrease the velocity of sheet flows and low -to -moderate level channel flows. Conditions Where Practice Applies 1. Below disturbed areas where erosion would occur in the form of sheet And rill erosion - 2. Where the size of the drainage area is no more than 1/4 acre per 100 feet of silt fence length; the maximum slope length behind the barrier is 100 feet; and the maximum gradient behind the barrier is 50 percent (2:1). 3.4 In minor swales or ditch lines where the maximum contributing drain- age area is no greater than 2 acres. 4. Under no circumstances should silt fences be constructed in live streams or in swales or ditch lines where flows are likely to exceed 1 cubic foot per second (cfs). See Design Criteria for further clari- fication. PIanning Considerations Laboratory work at the Virginia Highway and Transportation Research Council (VH6rRC) has shown that silt fences can trap a much higher percentage of suspended sediments than can straw bales. Silt fences may be prefer- able to straw barriers in many cases. while the failure rate of silt fences is lower than that of straw barriers, there have been Instances in which silt fences were improperly installed. The installation methods outlined here can improve performance. Filter barriers are inexpensive structures composed of burlap or standard weight synthetic filter fabric stapled to wooden stakes. Flow rates through burlap filter barriers are slightly slower and filtering effici- ency is significantly higher than for straw bale barriers (see Table l.n6a1• C z z W S Table 1.06A FLOW RATES AND PILTERIMC EFPICIENCIES OF VARIOUS SEDIMMT FILTER MATERIALS Material Flow Rate (qa1./sq.ft./min.) Filter Efficiency (%) Strew 5.6 f 67 Burlap (10 oz. fabric) 2.4 84 Synthetic Fabric 0.3 (Avg.)97 (Avg.) i Source: Va. Highway and Transportation Research Council Silt fences composed of a wire support fence and an attached synthetic filter fabric slow the flow rate significantly but have a higher filter- ing efficiency than burlap. Both woven and'non-woven synthetic fabrics are commercially available. The woven fabrics generally display higher strength than the nonwoven fabrics. when }ested under acid and alkaline water conditions, most of the woven fabricslincrease in strength. There is a variety of reactions among the nonwov n fabrics. The same is true of testing under extensive ultraviolet radiation. Permeability rates vary regardless of fabric type. while all cif the fabrics demonstrate very high filtering efficiencies for sandy 4ediments, there is considerable variation among both woven and non -woven fa rics when filtering the finer silt and clay particles.. Design Criteria I. No formal design is required. 2. Filter barriers shall have an expected usable life of 3 months. They are applicable in ditch lines, around drop inlets, and at tempo- rary locations where continuous construction changes the earth con- tour and runoff characteristics and where low or moderate flows (not exceeding 1 cfs) are expected. 3. Silt fences, because they have a much lower permeability than burlap filter barriers, have their applicability limited to situations in which only sheet or overland flows are expected. They normally can- not filter the volumes of water generated by channel flows, and many of the fabrics do not have sufficient structural strength to support the weight of water ponded behind the fence line. Their expected usable life is 6 months. Construction Specifications Materials I. Synthetic filter fabric shall be a 1pervious sheet of propylene, nylon, polyester or ethylene yarn and shall be certified by the manufacturer or supplier as conforming to the following requirements: PHYSICAL PROPERTY TEST RE UIREMENTS s ter ng c ency VVTM-3T min. Tensile Strength at VTM-52 Extra Strength - 20% (max.) Elongation* 50 lbs./lin. in. (min.) Standard Strength - 30 lbs./lin. in. (min.) Flow Rate YTM-51 0.3 gat./sq.ft./min. (min.) * Requirements reduced by 50 percent after 6 months of installation. Synthetic filter fabric shall, contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of Oo F to 12010 F. 2. Burlap shall be 10 ounce per square yard fabric. 3. Posts for Silt Fences shall be either 4 -inch diameter wood or 1.33 pounds per linear foot steel with at minimum length of 5 feet. Steel posts shall have projections for fastening wire to then. 4. Stakes for Filter Barriers shall be 1" x 2" wood (preferred) or equi- valent metal with a minimum length of 3 feet. 5. Wire fence reinforcement for silt Ifences using standard strength filter cloth shall be a minimum of 42 inches in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches. Filter Barrier: This sediment barrier may be constructed using burlap or standard strength synthetic filter fabric. It is designed for low or moderate flows not exceeding 1 cfs. See Plate 1.06a. 1. The height of a filter barrier shall be a minimum of 15 inches and shall not exceed 18 inches. 2. Burlap or standard strength synthetic filter fabric shall be purchased in a continuous roll and cut to the length of the barrier to avoid the use of joints (and thus improve the strength and efficiency of the barrier). 3. The stakes shall be spaced a maximum of 3 fee 'apart at the barrier location and driven securely into the ground iminimum of 8 inches). 4. A trench shall be excavated approximately 4 inches wide and 4 inches deep along the line of stakes and upslope from the barrier. 5. The filter material shall be stapled to the wooden stakes, and 8 inches of the fabric shall be extended into the trench. Heavy duty wire staples at least 1/2 -inch long shall be used. Filter material shall not be stapled to existing trees. 6. The trench shall be backfilled and the soil compacted over the filter material. 7. If a filter barrier is to be constructed across a ditch line or swale, the barrier shall be of sufficient length to eliminate end flow, and the plan configuration shall resemble an arc or horseshoe with the ends oriented upslope (Plate 1.06b). B. Filter barriers shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabi- lized. Silt Fence: This sediment barrier utilizes standard strength or extra strength synthetic filter fabrics. It is designed for situations in which only sheet or overland flows are expected. See Plate 1.06c. 1. The height of a silt fence shall not exceed 36 inches (higher fences may impound volumes of water sufficient to cause failure of the struc- ture). 1. Set the stakes. 2. Excavate a 4"x4" trench upslope along the line of stakes. i Flow 3. Staple filter material to 4. Backfill and compact the stakes and extend it into excavated soil. the trench. CONSTRUCTION OF A FILTER BARRIER 411, � irt11F�a!' Source: Installation of Straw and Fabric Filter Barriers Plate 1.06a for Sediment Control, Sherwood and Wyant Flow I Plan I l A ' B A Elevation lI -`� v Points A should be higher thanipoint B PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY Source: Adapted from Installation of Straw and fabric Plate 1.06b Filter Barriers for Sediment Control, Sherwood and Wyant I 2. -The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be spliced together only at a sup- port post, with a minimum 6 -inch overlap, and securely sealed. 3. Posts shall be spaced a maximum of 10 feet apart at the barrier loca- tion and driven securely into the ground (minimum of 12 inches). When extra strength fabric is used without the wire support fence, post spacing shall not exceed 6 feet. 4. A trench shall be excavated approximately 4 inches wide and 4 inches deep along the line of posts and upslope from the barrier. 5. When standard strength filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy duty wire staples at least 1 inch long, tie wires or hog rings. The wire shall extend into the trench a minimum of 2 inches and shall not extend more than 36 inches above the original ground surface, 6. The Standard Strength filter fabric shall be stapled or wired to the fence, and 8 inches of the fabrjc shall be extended into the trench. The fabric shall not exten4 more than 36 inches above the original ground surface. Filter fabric shall not be stapled to exist- ing trees. 7. When extra strength filter fabric and closer post spacing are used, the wire mesh support fence may beweliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of item No.6 applying. 8. The trench shall be backfilled and the soil,conpacted over the filter fabric. 9. Silt fences shall be removed when they have served their useful pur- pose, but not before the upslope area has been permanently stabilized. Mdintena(ILc 1. Silt fences and filter barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 2. Should the fabric on a silt fence or filter barrier decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 3. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. 4. Any sediment'deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared and seeded. 1. Set posts and excavate a 4"x4" 2. Staple wire fencing to trench upslope along the line the posts. of posts. ,_�_l� _.3�- it � � ✓ . � ! �� 4" 3. Attach the filter fabric to the wire fence and extend it into the trench. f 4. Backfill and compact the excavated soil. Z i Extension of fabric and wire into the trench. Filter Fabric - iii re ll ='gi CONSTRUCTION OF A SILT FENCE Suuiue: Adapted frum InttallaLlurl of Straw and Fabiic Filter Barriers for Sediment Control, Sherwood and Wyant STD t SPEC 1.08 STORM DRAIN INLET PROTECTION i-iat� 1.JUc Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. Purpose To prevent sediment from entering storm drainage systems prior to perma- nent stabilization of the disturbed area. Conditions Where Practice Applies Where storm drain inlets are to be made operational before permanent stabilization of the disturbed drainage area. Different types of struc- tures are applicable to different conditions (see Plates 1.08a through 1.08h). Planning Considerations Storm sewers which are made operational before their drainage area is stabilized can convey large amounts of sediment to natural drainageways. In case of extreme sediment loading, the storm sewer itself may clog and lose a major portion of its capacity. To avoid these problems, it is necessary to prevent sediment from entering the system at the inlets. This practice contains several types of inlet filters and traps which have different applications dependent upon site conditions and type of inlet. Other innovative techniques for accomplishing the same purpose are encouraged, but only after specific plans and details are submitted to and approved by the Plan Approving Authority. Note that these various inlet protection devices are for drainage areas . of less than one acre. Runoff from large disturbed areas should be routed through a TEMPORARY SEDIMENT TRAP (Std. i Spec. 1.25). C The best way to prevent sediment from entering the storm sewer system is to stabilize the site as quickly as possible, preventing erosion and stopping sediment at its source. Design Criteria I- The drainage area shall be no greater than 1 acre. 2. The inlet protection device shall be constructed in a manner that will facilitate cleanout and disposal of trapped sediment and minimize interference with construction activities. 3. The inlet protection devices shall be constructed in such a manner that any resultant ponding of stormwater will not cause excessive inconvenience or damage to adjacent areas or structures. 4. Design criteria more specific to each particular inlet protection device will be found on Plates 1.08a -h. Lonstruction -Specifications 1. STRAW BALE DROP INLET STRUCTURE a. Bales shall be either wire -bound or string -tied with the bindings oriented around the sides rather than over and under the bales. b. Bales shall be placed lengthwise in a single row surrounding the inlet, with the ends of adjacent bales pressed together. (Plate 1.08a). c. The filter barrier shall be entrenched and backfilled. A trench shall be excavated around the inlet the width of a bale to a minimum depth of 4 inches. After the bales are staked, the exca- vated soil shall be backfilled and compacted against the filter barrier. d. Each bale shall be securely anchored and held in place by at least two stakes or rebars driven through the bale. e. Loose straw shall be wedged between bales to prevent water from entering between bales. Drop Inlet with Grate Compacted Soil Staked Z. to Prevent Piping Straw Bale o_ yi _---_-`Runoff Wato Filtered o i o --with Sedimen Water � o u u .0 --- L< T'll - 1 Straw -Ball S Staked with 2 Stakes Per Bale Specific Application This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no greater than 5 percent)where sheet or overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. STRAW BALE DROP INLET SEOIMENT FILTER Source: Michi an Soil Erosion and Sedimentation Plate 1.08a Control Guidebook, 19 2. BURLAP DROP INLET SEDIMENT FILTER a. Burlap shall be 10 ounce per square yard fabric and shall be cut from a continuous roll to avoid joints. b. Stakes shall be 1" x 2" wood (preferred) or equivalent metal with a minimum length of 3 feet. C. Staples shall be of heavy duty wire at least 1/2 -inch long. d. Z)takes shall be spaced aruund the perimeter of the inlet a maximum of 3 feet apart and securely driven into the ground (minimum of 8 inches). e. A trench shall be excavated approximately 4 inches wide and 4 inches deep around the outside perimeter of the stakes. f. The burlap shall be stapled to the wooden stakes, and 8 inches of the fabric shall be extended into the trench. The height of the filter barrier shall be a minimum of 15 inches and shall not exceed 18 inches (Plate 1.08b). g. The trench shall be backfilled and the soil compacted over the burlap. Drop Inlet -I with Grate M _ Stakes -- -- Filtered Burlap Fabric Runoff Water with Sedin(entl Buried -=111, •� Burlap Fabric = Specific Application This method of inlet protection is applicable where the inlet drains,a relatively flat area (slopes no greater than 5 percent) where sheet o r overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. BURLAP DROP INLET SEDIitENT FILTER :uurce: va 14(,L Plate 1.081- Maintenance .081Maintenance 1. The structure shall be inspected after each rain and repairs made as needed. 2. Sediment shall be removed and the trap restored to its original dimen- sions when the sediment has accumulated to 1/2 the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. 3. Structures shall be removed and the area stabilized when the remain - )ng ora ale area has been properly stabilized. STD t SPEC 1.86 DUST CONTROL CM) Definition Reducing surface and air movement of dust during land disturbing, demo)i- tion and construction activities. Purpose To preventt surface and air movement of dust from exposed soil surfaces and reducee the presence of airborne substances which may be harmful or injurious to human health, welfare, or safety, or to animal or plant life. Conditions Where Practice ADDlies In areas !subject to surface and air movement of dust where on-site and off-site (damage is likely to occur if preventive measures are not taken. Planning Considerations Construction activities inevitably result in the exposure and disturbance of soil.. Fugitive dust is emitted both during the activities (i.e., excavatnon, demolition, vehicle traffic, human activity) and as a result of wind erosion over the exposed earth surfaces. Large quantities of dust are typically generated in*heavy, construction activities, such as road and street construction and subdivision, commercial or industrial development', which involve disturbance of significant areas of soil sur - 'face. Research at construction sites has established an average dust emissiom rate of 1.2 tons/acre/month for active construction. Earth- moving aactivities comprise the major source of construction dust emissions, but tratrfic and general disturbance of the soil also generate significant dust emjissions. In planming for dust control, it should be obvious that the less soil is exposed at any one time, the less potential there will be for dust generat.ion. Therefore, phasing a project and utilizing temporary stabi- lization practices upon the completion of grading can significantly re- duce dust emissions. Te(npurary Measures 1. Mulches - See MULCHING, Std. b Spec. 1.75. Synthetic resins may b­e­_u_s ed instead of asphalt to bind mulch material. Resins such as Curasol or Terratack should be used according to manufacturer's re- commendations. 2. Vegetative Cover - See TEMPORARY SEEDING, Std. 6 Spec. 1.65. 3. Spray -on Adhesives (Table 1.86a) - These are used on mineral soils not effective on muck soils). Keep traffic off these areas. Table 1.86a SPRAY -ON ADHESIVE SPECIFICATIONS Application Water Type of Rate Adhesive Dilution Nozzle (Gallons/Ac.) Anionic Asphalt emulsion 7:1 Coarse Spray 1,200 Latex emulsion 12-x:1 Fine Spray 2J5 Resin -in -water emulsion 4:1 Fine Spray 300 4. Tillage - This practice is designed to roughen and bring clods to the surface. It is an emergency measure which should be used before wind erosion starts. Begin plowing on windward side of site. Chisel - type plows spaced about 12 inches apart, spring -toothed harrows, and similar plows are examples of equipment which may produce the desired effect. 5. Irriation - This is generally done as an emergency treatment. Site s sprin ed with water until the surface is wet. Repeat as needed. To prevent carryout of mud onto streets, refer to TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, Std. & Spec. 1.01. 6. Barriers - Solid board fences, snow fences, burlap fences, crate walls, ales of hay and similar material can be used to control air currents and soil blowing. Barriers placed at right angles to pre- vailing currents at intervals of about 15 times the barrier height are effective in controlling wind erosion. 7. Calcium Chloride - Apply at rate that will keep surface moist. May need retreatmen . Permanent Methods 8. Permanent Ve etatton - See standards for permanent seeding, and per- manent st za on with sod. Existing trees and large shrubs may afford valuable protection if left in place. 9. To s_�_o H' - This entails covering the surface with less erosive so material. See TOPSOILING, Std. L Spec. 1.61. 10. Stone - Cover surface with crushed stone or coarse gravel. r TIE HT BT WN ! TREE H' SAUCER 4' TO ' NOTE: USE ANCH INSTEAD OF STAKES ON TREES OVER 3" CALIPER 0 6 r PLAN RUBBER HOSE, ONE PIECE PER TIE APPROX BALL COMPLETELY ENCIRCLING 3 WIRE LOOP AROUND D I A TREE I I I ' Ii II I I I -I i, t m TWISTED WIRE LOOP OR TURNBUCKLE (OPTIONAL) ELEVATION STAKING TIE 'OR ATTACHMENT 3EE STAm INC TIE )RIVE STAKE AT SLIGHT ANGLE A DRAK VERTICAL APPROX 3 BALL DIAMETER 3' MULCH EXTENDING OYER SAUCER 9" COMPACTED TOPSOIL FOR TREES TO 3" CALIPER 'r TYP LARGE TREES STAKING ( CROUND LINE TO BE S AS AT THE NURSERY 3" MULCH OVER BERM BREAK SUI W/ A PICT 3" BARK MULCH I2"MIN 'H SAUCER W/ f1GH BERM IL MIX COMPACTED TOPSOIL TYP SMALL TREE PLANTING TOPSOIL TYP TREE PLANTING PRUNE 5 BUT RETAIN NATURAL FORM OF TREE SPRRY W/ ANTI -DESICCANT ACCORDING TO MFR'S INSTRUCTIONS IF FOLIAGE -IS PRESENT ALL DECIDUC)US TREES SHALL BE WRAPPED Wi WATERPROOF TREE WRAP AND SECURED N/ TWINE EARTH SAUCER W/ 4" TO 7" HIGH BERM BACKFILL W/ SOIL MIX 1N 9" LAYERS WATER EACH LAYER, 00 NOT TAMP " z V z z V z 'r' 0+00 QI+12 d I I+14 O+Do 1+00 2+00 SANITARY 5?-WE12 PP.)FIL - I°= 50' H02.IZ• , I 5' VEZr 1.50 11 0 L N M s 0 � � O r • i u' j Q = Ex lo" WA -M? - � 2 ey'l"T loll r - wr,E2 LIME x 4To w .t 115" acP Firm- 1A1P9A1,AT _ 470 'FIIJ H' 452.10 '452.00 COV-5IULET � . FL. EL 46 x 122LFG 1.0% 19 4s/1.00 450.78 450.53 w U1 r '+- Q f ' O N = - 455.50 CATCH 54519 11 Ilo 18PLP 411 LF CO 2.O% 11 I I i N�uJ 11 fltSN � KADE 460-80 MAN HOLE llo !P I 122LFC•' 1-0y l(v 460 + 0 , CATCH BA,544 15 460 --T(PE'A' BLOW -Off f 15 L.F@ 2.0% 15 I • ` q/10.40 q/1O.ros MANHOLE ASSE MgL'( I1 1 Plaom RE(606 EXj 14 - - -- - _ I11LTold IaEIl,NTti <ZD 4&0.50 CATCH DMIA 13 i IS" PCP 25LF @ 1.06 13 4150 4491.50 CUIzB IMUI I I 46o EMT. (RADE 40 II 465:60 45'7.42 - t-fe WATEv- uE 10 DROP MARROLE , 02A10 466.00 / 4t7/1•/13 t 9 8 2411rcP 2001-M I.0% 11 4/,6.60 454.T8 4.54.28 CURB 19LP-T 24" ELP j1LF@ I.0'l. 8 40,00 452.28 452.(8 CUP -5 INLET -j La 24"IZGP 122 Lf@ L0% 1 4U. 00 4 1.31 45'1.21 440 - 5 3(v" w 281 LFS 2.0% 440 4&1.00 456.01 l08', &11 @ 3.0% CATCH BA51a �j 4 3&"KLP 21571-F@ 46.431 NEW DROP 56CII69 454-oo 447.19 441. D2 CaTCN BA5)14 430 1. 3 3�" RCP qs L.F@ 430 Q Q 3 2 31, PCP `q LF@ 1T-%. m ?1 Y 100 354.10 359.00 o � 1 4Z " IZLP z8 LFe 0.0. 2 342.00 3 31.5'4 333.60 O+Do 1+00 2+00 SANITARY 5?-WE12 PP.)FIL - I°= 50' H02.IZ• , I 5' VEZr 1.50 11 0 L N M s 0 � � O r • i u' j • Ex lo" WA -M? - 21 0 Q N M s 0 � � O 40 4&0 u' j A Ex lo" WA -M? - 21 ey'l"T loll r - o+0tr Q c LY LL r o I 0+00 + FV16m 'TO PIPE N STRUCTURE pIM AE w O w L 4&0 u' j A I rmr- @ 1.25% 21 ey'l"T loll r - wr,E2 LIME S o 0 w f'2jVAfI! LIAE To 115" acP Firm- 1A1P9A1,AT 0+00 + FV16m 'TO PIPE SLOPE STRUCTURE pIM AE w Q w L IZEMAIzKS u' j A I rmr- @ 1.25% 21 455 - IO WATEF- LINEI S o 0 w 19 115" acP 8" FIRE LIME 20 TO SAU1' S 452.10 '452.00 COV-5IULET � s � 122LFG 1.0% 19 4s/1.00 450.78 450.53 2ii U1 r '+- Q lg" 4Zc1' cr N O N = - 455.50 CATCH 54519 11 Ilo 18PLP 411 LF CO 2.O% 11 45.70 410 460-80 MAN HOLE llo !P 24'' RLP 122LFC•' 1-0y l(v 4&(.00 - , CATCH BA,544 15 `� --T(PE'A' BLOW -Off f 15 L.F@ 2.0% 15 i q/10.40 q/1O.ros MANHOLE ASSE MgL'( I1 15"tzcP Plaom RE(606 EXj 14 - - -- - _ 4&0.50 CATCH DMIA 13 i IS" PCP 25LF @ 1.06 13 4491.50 CUIzB IMUI I I ID 18'1 w 40 II 465:60 45'7.42 4hq.17 t-fe WATEv- uE 10 1 ' r• V2�' SToKM 02A10 466.00 . • 0+DO STORM DKAWACAE 5TPUGTUZF- AND PIPE 5GHf-�DULF- FV16m 'TO PIPE SLOPE STRUCTURE pIM AE w 0 1 IZEMAIzKS 21 20 NI orl laElGl+Ts I rmr- @ 1.25% 21 455 - IO WATEF- LINEI S o 0 (WAL-MAV-T) 19 115" acP 8" FIRE LIME 20 TO SAU1' S 452.10 '452.00 0+DO STORM DKAWACAE 5TPUGTUZF- AND PIPE 5GHf-�DULF- FV16m 'TO PIPE SLOPE STRUCTURE pIM AE w 114 (l9) IHV(OUT) IZEMAIzKS 21 20 1511 Y.cP I rmr- @ 1.25% 21 459.35 - 453.27 CU95 INLET 20 19 115" acP IFLF@{.o't 20 45-7-l0 452.10 '452.00 COV-5IULET 19 S 18" IzcP 122LFG 1.0% 19 4s/1.00 450.78 450.53 CATCFI 60514 18 llo lg" 4Zc1' I72LF@I.00/o 18 4GI.00 - 455.50 CATCH 54519 11 Ilo 18PLP 411 LF CO 2.O% 11 45.70 46o.40 460-80 MAN HOLE llo !P 24'' RLP 122LFC•' 1-0y l(v 4&(.00 452.4& 4111.410 CATCH BA,544 15 `� 21" RCe f 15 L.F@ 2.0% 15 468.5 q/10.40 q/1O.ros MANHOLE 14 I1 15"tzcP 54 LF@ 14 4&0.50 CATCH DMIA 13 los R IS" PCP 25LF @ 1.06 13 4491.50 CUIzB IMUI I I ID 18'1 w 244LF@ 1.09". II 465:60 45'7.42 4hq.17 CUK13 19LET 10 15" CCP 185L17@ I.OV 10 466.00 45/1.13 - 4t7/1•/13 CUIM I>ILET 9 8 2411rcP 2001-M I.0% 11 4/,6.60 454.T8 4.54.28 CURB 19LP-T 24" ELP j1LF@ I.0'l. 8 40,00 452.28 452.(8 CUP -5 INLET -j La 24"IZGP 122 Lf@ L0% 1 4U. 00 4 1.31 45'1.21 CATCH w)14 (!O 5 3(v" w 281 LFS 2.0% (y 4&1.00 456.01 441.09 CATCH BA51a �j 4 3&"KLP 21571-F@ 46.431 S 454-oo 447.19 441. D2 CaTCN BA5)14 4 3 3�" RCP qs L.F@ MA•NHOLI= 3 2 31, PCP `q LF@ 1T-%. 3 ?1 Y 100 354.10 359.00 MANHOLE. 2, 1 4Z " IZLP z8 LFe 0.0. 2 342.00 3 31.5'4 333.60 01-1 I 333.17o F5-1 , TYFE 1�. - 3G 3S 1,211 101 LF@ I.0% 36 4&1.00 - 45 •09 CURB INLET 35• 469.24v 455.00 (NN 454.48 EX UV -15 114LET 31 30 12 "PCP 33 LF@ 1•D'/• 31 4,9.50 - 453-83 CUIZZ INLET 30 451.91 -4q3.5o(NEw) 447.79 pM5T[46 CATU 13,'4,419 22 19 I51,2cP 110 LF@ 1.25% 22 455.00 - 452.00 DI --7 D+oD 1+6D IZ400 3+00 O+Oo WATEIZ LIME MORLE5 1 "-SDS llorzl-L. , I"= 5� yelz-r. 1+00 2+00 3+00 SAWTAI!:i SEwEiz. PF -or -IL -F-- l�- 5o Hay -1-1. 1"-101 VEeT ('(0 bE IisST9'P,{ OWOEP-) i 0 - REV C. • 27•`11 COMMONWEAL T Ho r- VIRGINIA FREELAND-CLINKSCALES & ASSOCIATES, INC. ' A L B EM ARL E COUNTY Engineers • Land Surveyors CHARLDTTESVILLE DISTRICT 323 WEST STONE AVENUE GREENVILLE, S.C. 3« ( 271-4924 REF.PLAT BOOK WHOLESALE CLU CIGAR LMT'ESVILLE VM61111 I A, REF. DEED BOOK _ 7 REF. TAX MAP a PARTY CHIEF DRAWN FZP PE • AMES R.'FREELAND C -'I SITE. DETA l LS DATE NO: DWG.NO.' 22814 v' M • �5n 450 1$n hTo z.M V,mp CE-TIFIaMON 114AT,95% OV-Ai'4 "NEW &P -We DRAI COMFACTIoN IS 05TAINED 1h t;EgUtREp_ i 4'40 440 F05-1. MA KI ware \ TO ISE ErmvpEp .� �N 43o 11 N i t N -- EwsT. GPArJELIN 4w r N � ILL W lil D+oD 1+6D IZ400 3+00 O+Oo WATEIZ LIME MORLE5 1 "-SDS llorzl-L. , I"= 5� yelz-r. 1+00 2+00 3+00 SAWTAI!:i SEwEiz. PF -or -IL -F-- l�- 5o Hay -1-1. 1"-101 VEeT ('(0 bE IisST9'P,{ OWOEP-) i 0 - REV C. • 27•`11 COMMONWEAL T Ho r- VIRGINIA FREELAND-CLINKSCALES & ASSOCIATES, INC. ' A L B EM ARL E COUNTY Engineers • Land Surveyors CHARLDTTESVILLE DISTRICT 323 WEST STONE AVENUE GREENVILLE, S.C. 3« ( 271-4924 REF.PLAT BOOK WHOLESALE CLU CIGAR LMT'ESVILLE VM61111 I A, REF. DEED BOOK _ 7 REF. TAX MAP a PARTY CHIEF DRAWN FZP PE • AMES R.'FREELAND C -'I SITE. DETA l LS DATE NO: DWG.NO.' 22814 , 0 t • . 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'.. - -L ««. ,,....» . � / - I HEREBY CERTIFY THAI THE RAT?(_) r7F PRECISt^N - . , .-�,,+ : / �/ / / a I I� �_ _ �\\ \ \ \ \ <, --"..-,. ...,,»... +•w .r..� 455 '�» ' . - - / / i \ \ \ \ . ,,,- // 4 \ �\ \ \ \ \ .. �. ,- _ "`- -- -- -�---' / / / / 36'25'33" E 59 77 " 0 50 100 150 OF THE FIELD SURVEY Is , 5000 AS Si�cIWN . /// / I.' - �\\ \\\ ,\ \ \ \i \ \\ \ -... �.-«-`' « - ...' �,". , -«» =.�: �-_ - / / / / 50 S 8� S 62 38 5I W 38.68 HEREON ANO THAT THE AREA WAS DETER NED,PY \ r / / �� 1i / \ \\\ \' \ \ \ \ I \ ` \`" '�-» �.-• «•-- / 7-26-24 50-54-39 SCALE t 50' FEET DMD METHOD I // // _ ' / / 11 l r I' / i \\ \\\\\\\\ \\ \\� �\ \ \\\\ \ \\I, \ \ \ \ \\ . f ''�' w.- - w _ - -_ _ - _ - - _ _ _ - _ _ l ,� - / / //. /, R 460.58 / � \ \\ :.. / % \ ' 4J \ �}_ = _- -_-_i2" RCP_ = - TOP 4S2.e5_ .,�, .. / / ,� A 59.81 A 39.99 a _ �, ` u - -masa ». �.... �.:. / "'. �' - \ \ \ \\\. \ \ \ \\` cr 11. 444.65 / / / ;ri..d #k ', FREELAND-CUNKSCALES I(t \\ \ \ �\\ _ V. / t C B.- . ""` / // 11 '1 / \\\\\\���,,\\\��\\ \\ _\\ \� _ TOP 452.12 .- . p _ / /// C 59.77 C 38.68 a: t, / \ \ \ \ \ \ \ I.E.449.12 -� \ COMMONWEALTH OF VIRGINIA • / // / 1 \\ \\ \ \ \ \\\\\ �\ I • \ - - - - w SSMH. \ i ��/ - _. _. _ . i / T 29 95 T 2I 42 fn.. 1z EMARLE COUNTY - - / # \ \ \ \ \\ � ' le ::. .:... + . Engineers # 23 WEST STONE AVENUE - ALB TOP 423.94 \ \ \ / ' / ,? P'' TOS �. 4 *:- CHARLOTTESVILLE DISTRICT GREENVILI-L S.C. . 11.398.44 I - 6O S 66`01'!7" E 39.28 v:, :E 1' �ii�ii),,)' .. tear�nT��a NOTEPROPOSED SEWER INFORMATION A 51_45_05 TOPOGRAPHIC SURVEY F0�7 " N;i 170 REF. PLAT BOOK TAKEN FROM RIVER HEIGHTS RETAIL R 45.00 SAM'S WHOLESALE CLUB REF. DEED BOOK CENTER PLANS. A -. • A 40.65 - . t A• �°•. REF. TAX MAP 'Y wt I. : 11 , a t C 39.28 z� WAL-MART STORES INC. PARTY CHIEF P.w. T 21.83 .I _. *`�' DRAWN L.B. \. RLS F.PUINKsc` ES JR. . CHARLOTTESVILLE, VIRGINIA DATE 3-I9-90 . NO 1705 DWG -NO- - C-1010 IZOUGN G�.DIN� PLAN (BY p 9GF_)