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HomeMy WebLinkAboutSDP200000012 Plan - Approved Final Site Plan and Comps. 2000-05-19FINAL SITE DEVELOPMENT PLAN NE W 6 0 UNIT ASSISTED LIVING FACILITY ROSEWOOD VILLAGE GREENBRIER DRIVE & WESTFIELD ROAD RIO MAGISTERIAL DISTRICT OF ALBEMARLE COUNTY) VIRGINIA 22901 OWNER ROSEWOOD VILLAGE, L.C. 282 BUCK MOUI',ITAIN ROAD FARL"(SVILLE, VIRGINIA 22936 SITE PLAN BY OWNER, F.M,W, PARTNERSHIP DEED BOOK REFI 1081/357 D".1 ARCHITECTS TAX MAP SHTi 61W , ?690 W. DUBLIN —GRAi'.l ViLt- E RD. PARCEL 02—B-5 THRU GBZONEi C-1 COLUMBUS, OHIO 43235 USE: PROFESSIONAL OFFICE BUILDING CIVIL ENGINEERING BY 13, AUBREY HUFFMAN & ASSOCIATES, LTD .195 RIVERBEND DRIVE CHARLOTTESVILLE, VlRGII',hA,l 22911 —SURVEY BY B. AUBREY I HUFFIVAll & ASSOCIATES, LTD 19.5 RIVERBEND DRIVE CHARLOTTESVILLE, VIRGINIA 22911 TOPOGRAPHY BY H. AUBREY HUFFMAN & ASSOCIAI-ES, LTD 19,'5 RIVERBEND DRIVE CHART OTTESVILLE, VIRGINIA 22911 PROJECT DATA O'\,/ 1\1 F R ROSEWOOD VILL-AGE, DEED BOOK REF: 1775/520 & 52I I'A'x MAP SHT: Gl\&/ P41RCEL� 02-1 C--1, AIRPORT IMPACT AREA PROPOSED USE ACREAGE OCCUPIED By USE: MAXIMUM NUMBER OF BEDS MAXIMUM NUMBER OF DWELLIfII UNI FS: ASSISTED LiVINIC3 UNITS: ALZHEIMER UNITS; ROSRESIDENTIAL DENSITY� -, FIRDIS'S BUILDING SQUARE FOOTAGE SU FT, OF RECREATION AREA: ACREAGE OF IPL SPACE - L -N PACE: ,,iA;lllMuM NUMBER OF EMPLFJYEE'S: M(,I'/lMUM MEAN HEIGHT OF STRUCTURES i-,riiIi-isED MEAI'\I HEIGHT OF STRUCTURES P''IPt<lNf-j SCHEDULE - REQUIRED; PROVIDED! MCIUraT OF IMPER\ 11 �/ IUS COVER1 AIALIljN1 OF PAVED PARKIf',ICI; 1,4AMF & LOCATION OF ,v'ATEk)C11L_IRS>F_'St 'w0TERSI­-iE_D SITE; 100 '(R, ` -LIODPLAIN LIMITS1 OWNER, i EUGENE I ' : OR BEVERLY A. SAMUELSON DEED EBDOK REF, 915/660 TAX MAP SHT i 61\I/ PARCEL! 02-B-? A, ZONE, (C -L 2 USE DIALY'S RENT ALL Crl[,J(INUING CARE FACILTY C v 2.066 ACRES 60 BEDS GO LIVING UNITS 42 UNITS 18 UNITS 29,0 UNITS PER ACRE 44,711 SQ FT 6,100 S,F, (GARDEN AREA) 50% 1,03 ACRES 25 HITAL - 12 MAX/SHIFT OF 3 35'--0' 34'-4' i SPACE PER 3 BEDS, 60 BEDS/3 - 20 SPACES 32 SPACES 45,440 SF, 16,870 S.F. BRANCHLAND RETENTION POND (ADJJ N/ A N/A NOTES 0 F 6 19139 DSI Architects LIGHTIN& NO LIGHTS ARE PROPOSED ON THIS PLAN �sXB_p� 2690 W. Dublin-Gronville Rd., EACH OUTDOOR LUMINAIRE WHICH E1,11T­ 3,000 CQlUrnt)us, 0H 43235 Fel. [MORE LUMEI,,IS SHALL BE A FULL CUiOFF 61 4-718--9890, _1R HE SPILLOVER OF LIGHT111G PARKING AREA Fax, 614-718-9891. L.UMIIdARIES ONTO PUBLIC RL (H.DS AND PROPERTY IN E-rnailk ds;4dsiarchitects.cum PLS"IDENTIAL OR RURAL AREAS ZONII\IG DISTRICTS SHALL HOT EXCEED ONE-HAIL.F(1/2) FOOT CANDLE, OUTDOOR SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT PROPER-IIES F AND SHIE-LDEL) 'w'HEN NECESSARY. SPECIAL USE PERMIT THE PROPERTY WILL BE UTILIZED FOR ACTIVITIES DIRtECTLY IlUMBER SP -98-43 RELATED TO ADULT CARE ASSISTANCE. AN ADULT CARE RESIDENCE WILL PROVIDE AN ASSISTED LIV:NG UTILITIES: LEVEL OF SERVICE , AS DEFINED IN 22 VAC 40-71-- 10. i2IITI TITNIF, Fn L-OCATION MAP NOT TO SCALE APP R 0 VA L BLOCKS (-I( Oro INSPECTIONS DEPARTMENT PLAIANI NG DEPARTMENT OWNER i JA-ZAN LIMITED PARTNER DEED BOOK REF, 1134/536 TAX MAP SHTj GlW PARCEL1 :02-2 ZONE, C-1 USEi VACANT LAND DATE DATE ZONE C--L--- III i OODED AREA IA LAND TRUST, RTI t11ER TRUSTEES 14r4/050 2 INDUR D)VELOPMENT I r— r-', F_ N I F--'\ V CURRENT OWNER, ALBERMARLE COUNTY PROPERTY TRANSFER IN PROCESS REE 'ED LISTED OWNER: VIRGINIA LAND TRUST) v Cfa J CHARLES WM, HURT & SHIRLEY L FISHER TRUSTEES LIE -ED BOOK REF, 1484/050 19.4 TAX MAP SHT, 61Z MAY 19 2096 Z PARCELi 03-I1A1 ZONE: C USE, BRANCHILAND RETENTION POND PLANNING AND Y VELOPMENT �Q COMMUNI"'I DE yr o'v it AV J,4 41- L) ARTRm F. EDIIIIIIANDS 'w 1420-6 'AW <101 V SURV 10*000 40% GRAPHIC SCALE I inch = 20 f t, CRITICAL SLOPE AREA >25% REVISiOl\ /\ -REVISED MARCH 1,2000 PER Ll\,,AL6ElMARLE COUNTY FINAL SITE PLAN REVIEW COMMENTS L 0 SCHEMATIC DESIGIN Q DESIGN DEVELOPMENT 11 PRELIMINARY CONSTRUCTION DOCUMENTS' 0 CONSTRUCTION DOCUMENTS-- BIDDING OCUMENTS—BIDDING AND PIERWT PROJEC1 TITLE JiROSEWOOD VII LADE PROJECT NUMBER 99016 DATE ISSUED DECEMBER 16, 1999 SCALE SHEET TITLE. SITE PLAN SHEET \01,5ER SHEET 1 0 F 6 19139 DSI Architects 2690 W. Dublin-Gronville Rd., CQlUrnt)us, 0H 43235 Fel. 61 4-718--9890, Fax, 614-718-9891. E-rnailk ds;4dsiarchitects.cum --- --- ----- 10 4,y4,' q �S /Sr�N �/ CU �FFT FUR ro 9F cRo \ \ S� Mo v S , y,4 T \ \ 4 Fk rF Fo CyFo \ NF HS/ oN pq R�cAq /N 711-0 \\ \ 0 F N r \' STORM DATE ISSUED DRAINAGE SCALE STRUCTURES GRADING \ N0. TY PE L TOP INLET INV. IN I NV. OUT O \ 4, p ,' 4 ,If ©C CONS I t1W 7 1 M NOTM 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -HAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORATION (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.O.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926). 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE CONDITIONS. FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPCNJSIBILITY FOR ANY ERRORS AND INCONSISTANCIES. 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( 1/2 ) FOOT CANDLE. it. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. 12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. 14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. WATER AND SEWER GENERAL PLAN NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SEIRVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLEFOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH'GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY DATUM.. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UITILITY " ( 1 800 552 7001 ). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD ENO LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. N0. DELTA R A 0 1 U S TAN GEN T ARC CHORD Ch. Bearing CIVIL ENGINEERING BOUNDARY SURVEY & TOPOGRAPHY BY B. AUBREY HUFFMAN & ASSOCIATES, LTD 195 RI VERBEND DRIVE CHARLOTTESVILLE, VIRGINIA 22911 _v GRAPHIC SCALE 20 10 0 10 20 40 60 1 inch = 20 f- t, C U RV E D A TA 1 2 3 33°49'37 99°51' 18 13°21'49" 153.00• 25.00' 83 0.0 0 46, 52 29 . 72 9 7. 2 4 9 0. 33 43. 57 193 . 59 89.02 38. 26 19 3. 15 N 18026'10"E N 14°34'40 W N 57°49'5 7" W REVISION ZI 3- i- 2000 STAFF COMMENTS 0 ❑ SCHEMATIC DESIGN ■ DESIGN DEVELOPMENT ❑ PRELIMINARY CONSTRUCTION DOCUMENTS ❑ CONSTRUCTION DOCUMENTS - BIDDING AND PERMIT PROJECT TITLE ROSEWOOD VILLAGE PROJECT NUMBER 990 G DATE ISSUED DECEMBER 1 6 , 1999 SCALE SHEET TITLE GRADING AND UTILITY PLAN SHEET NUMBER SZlo02 SHEET 2 OF6 ALBEMARLE; LANDSCAPE RE 61:r. 5'0.C.FO RN LOT SCBE ALBEMARLE COUNTY LANDSCAPE REQUIREMENT 1 LARGE SHADE TREE FOR EVERY 50' OF ROAD FRONTAGE --- 1 LARGE SHADE TREE FOR EVERY 50' OF ROAD FRONTAGE — SEE DETAIL A SHEET 1 1.0r) f FOR PLANTING i - ALBEMARLE COUNTY LANDSCAPE REQUIREMENT INTERIOR PARKING LOT LANDSCAPING, 1 SHADE TREE FOR EVERY 10 SPACES — ALBEMARLE COUNTY LANDSCAPE REQUIREMENT SHRUBS PLANTED 5' O.C. FOR PARKING LOT SCREENING SEE DETAIL B SHEET L1.05 FOR PLANTING IN THIS AREA GENERAL NOTES 1, SEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES 2. CONTRACTOR SHALL STAKE TREE AND SHRUB MASS LOCATIONS AND SECURE OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANTING 3. IN THE EVENT OF A DISCREPANCY BETWEEN QUANTITIES OF PLANTS DRAWN AND QUANTITIES LISTED, PROVIDE SUFFICIENT QUANTITY TO PROVIDE THE WORK AS DRAWN, AT NO ADDITIONAL COST TO THE OWNER. 4. ALL SEEDING AND PLANTING TO BE BY LANDSCAPE CONTRACTOR 5. PROVIDE 3" DEPTH MULCH IN ALL PLANT BEDS 8. ALL LANDSCAPED AREAS SHALL BE EXCAVATED OF ALL BUILDING MATERIAL AND DEBRIS TO A MINIMUM DEPTH OF EIGHTEEN (18") INCHES AND BACK FILLED WITH A MEDIUM TEXTURED PLANTING SOIL. ALL LANDSCAPED AREAS ARE TO HAVE MINIMUM SIX (6") INCHES OF TOPSOIL, AND ARE T11 BE CROWNED A MINIMUM SIX (6") INCHES HIGHER THAN ADJACENT CURBS OR WALKS 10. REQUIRED LANDSCAPE MATERIAL SHALL SATISFY AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS AND BE: a. NURSERY GROWN; b. STATE DEPARTMENT OF AGRICULTURE INSPECTED; C. NO. 1 GRADE WITH STRAIGHT, UNSCARRED TRUNK AND WELL DEVELOPED UNIFORM CROWN (PARK GRADE TREES WILL NOT BE ACCEPTED); d. PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATION JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF VIRGINIA DEPARTMENT OF TRANSPORTATION. e. GUARANTEED FOR ONE (1) YEAR; i. REPLA,'EviENT TREES SHALL HAVE SHADE POTENTIAL AND JTHER CHARACTERISTICS COMPARABLE TO THE TREES PROPOSED FOR REMOVAL. 12. ALL REQUIRED LANDSCAPE MATERIAL INDICATED ON APPROVED ')LAMS WILL BE REQUIRED THROUGH THE LIFE OF THE PROJECT AND MUST BE REPLACED IF REMOVED OR DEAD. 13. REVIEW SITE LAYOUT AND SITE GRADING AND UTILITY PLANS PRIOR TO COMMENCING WORK, 14.TREES MUST BE PLANTED NO CLOSER THAN TEN (10) FEET TO ANY PUBLIC UTILITY OR UTILITY STRUCTURE AND NO CLOSER THAN SIX (6) FEET TO ANY PRIVATE UTILITY LINE ALBEMARLE COUNTY LANDSCAPE PEQUIREMENT TREE CANOPY COVERAGE EXISTING & PROPOSED VEGETATION COVERS 25% OF SITE CIVIL ENGINEERING BOUNDARY SURVEY & TOPOGRAPHY BY B. AU BREY H U FF -M AN & ASSOCI A I -ES, LTD 195 RI VERBEND DRIVE CHARLOTTESVILLE, VIRGINIA 2.2911 I]PAPHIC SCALE 20 10 0 1.0 20 40 60 I Inch = 20 f't, REVISION 1 A REVISED MARCH 1, 2000 PER ALBEMARLE COUNTY FINAL SITE PLAN REVIEW (COMMENTS l� ❑ SCHEMATIC DESIGN ❑ DESIGN DEVELOPMENT ❑ PRELIMINARY CONSTRUCTION DOCUMEN I S 0 CONSTRUCTION D0CUk4ENTS-- PROJECT TITLE ROSEWOOD VILLAGE PROJECT NUMBER 99016 DATE ISSUED DECEMBER 31, 1999 SCALE SHEET TITLE SITE LANDSCAPE PLAN SHEE T 3 OF6 SHEET NUMBER L 1. 0 4 ATTACHMENT #8 Columbus, 4 5235, ref. ryoo 814— 718— 98989 0, Fax. 614-718-9891. E—mail dal dsiorchftects.com 5 1 4 QP O 2 CK SEE SHEET L1.04 FOR SHADE TREE 2 _ INFORMATION IV 2 CK 5 IV SEED t ` � I � SEED 11 \ SEED % 1 SEED AP SEED j/ —0 I V / cc --[2 M IV AP 1. 2 IV CA SPECIAL NEEDS GA RDEN SCALE: 1/8" /8"= 1'-0" B ASSISTED LIVING GARDEN SCALE: 1/8"= 1'-0" PLANT LIST KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS QUANTITY LARGE SHADE TREES QP Quercus polustrus Pin Oak 1-3Z4" cal. min., 11' B & B 19 MEDIUM SHADE TREE AP Acer palmatum Japanese Ma le 1-1 4" cal. min., 5'-6 B do B 19 ORNAMENTAL TREES cc Cercis conadensis Eastern Redbud 6'-7' h Q t. B h B 5 SHRUBS CK Cornua kouso Kousa Dogwood 5'— 6' h9t. B do B 34 IV Iteo vir inica Virginia Sweets it 18"-24" h t. No. 3 conte 26 MV Ma nolia vir iniano Sweetboy Magnolia 6'-7' h g t. B do B 4 RK Rhododendron 'Karen' Karen Azalea 18"-24" h t. No. 3 cont. 27 TB Taxus baccata re andens Repandens Yew 18"-24" h t. No. 3 cont. 70 REVISION i A— D ❑ SCHEMATIC DESIGN ❑ DESIGN DEVELOPMENT ❑ PRELIMINARY CONSTRUCTION DOCUMENTS ■ CONSTRUCTION DOCUMENTS— PROJECT TITLE ROSEWOOD VILLAGE PROJECT NUMBER 99016 DATE ISSUED DECEMBER 16, 1999 c, ID m aT 0-, 0 x� --r cTi CCD CU C, (n QJ I-- T] (V 0 N O :s i rn r 0 L E G E N D sit 3.02 CONSTRUCTION ENTRANCE 3.03 cI re� j f J 1 CONSTRUCTION ROAD A _ /,8 / / I / STABILIZ ATION j- \ / \. / Gra �0 ` 5a W AA%A A TBAOK STERE'/' \ \� I � p n � � CODE SE Uivir� •% � � I 3.05 SILT FENCE - ion s.f r u r - T.W.443.6L• 10' FIRE_ DE SETBAOK '.tp f - - -- - RW.437.8(> 4% / FIRE 5 --- P.443.25 - c _ %'i.W, 43,6 1 �' l 4. I • I� -'~ I ____._ I - 3 - DIVERSION DIKE / � �, �- , � I � 1 � � TEMPORA E t _ COD T.W.443.60 - T.W.443.60/ / f B.W.437.30 = B.w.43s.95/+ T.W.443.6 3. 13 TEMPORARY / r.. N ll'� I \ T.W.443.60 B.W,437,10 / ' / � � / I B.w.47ao Lot Bolt, es - ,\ + "y / / 1 ` SEDIMENT TRAP L l /". T.W.443.80 / c T.W440.60eSi�jn e.w.43s.�' 1 `� O B.w.437.30 n t D M d t A Asp t ( pa erre 9 Base 2 hal QTR CG -2 1 1 6' Al T Pe SM / 4 0 430 / r '• / 1 1 / 3.18 OUTLET PROTECTION O !' (1/ (rave w0Y '��(") r 4 3. 0, P / + M ;\- 5'a n t Aye s�q r i 0 l RS % Q �,� . 1 P 'emer. gGse Mote .60 437.0 _ / / / 'L 3.30 TOPSOI LI N G t 6 „ A 9 rA gF1 %''t 0 G 2 ` '� / / + 430 90 \\ 437.00 { $-2--4,37Sy FJf -� _ / / / �� / '/ / • l I l pe 3.32 PERMANENT / / 1 427.00 424.0 r / % i s' i l + ,cam, 7 __% / ,�•' r �' / I i S E E D I N G �A g to 437 A0 c ' / t \�/ / l \ r ' / .%5'"' 436.50+ i �` 42 5// 5 MULCHING 2 I �F.F.EL.438 - F.F.EL.42,4 �J • �1 i \ ) Q ���/�i i� --- - / I P _436.60,,,��� �� / - • (V / I• / /' / nfO - - Jam_ 0 F,F.EL•438 TREE PRESERVATION AND PROTECTION r ;' �.� ��JI, I ` I� ( ]� 3.39 DUST CONTROL oma' � ••�e'i � �' � :\ - - - - - - I j � I � I � � ( � � / I A / IIIF.F,EL. 24 ' I I r� I l / l I /' ' I �1 '• I l /l Q' n �• F F EL 438 -'" I �/ � � / / � / I cla�w!�a,�• aorrw,rcraa MOM 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -MAY, 0 G f �J .. . + -- - \Ij- , 1 / J l �� l // f i l WATER ANO SERER GENERAL PLAN NOTES N 0 T E 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE / / J / / / f v� I r •/ l / l /, •AUTHORITY INSPECTORS. THE CONTRACTOR NIL' _ 8E RESPONSIBLE FOR F.F.Ek:424 I l l % 1 • • / / / ( . r• l l + J1 / j / / BIORETENTION FILTERS SHOULD BE CONSTR v, UCTED ONLY NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. //� . 11 TER THE SITE WORK IS COMPLETE AND STABILIZATION 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE 4� T.w.432.5 I / / AF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS ANO WHERE �0 ��0� '� ` - * - l l l /�/ / / I •� / / / MEASURES HAVE BEEN IMPLEMENTED AS APPROVED BY SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS �/V (0 `� / �,�' 0���% �, T.w. 43o.so l / l / j ' l % THE EROSION CONTROL INSPECTCR AND WATER RESOURCES OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES As �� �� (T9- _- -- - // i l / l 1 / / / / NECESSARY. .'' - `FF.EL.424 l �` / f / MANAGER. 3. ALL MATERIALS AND CON6TRUCTION SHALL COMPLY WITH'QENERAL WATER AND �Q�C��� X $ F _ ___ + j / / / l ( I l O / ' % i j / / / 6 TREES WITH A MINIMUM I" CALIPER CONSISTING OF 2 RED COUNTY CE AU"�ITYFONATIONS JANUARYSI5. 1999DR BY THE ALB£MAIRLE 12 MAPLE, SYCAMORE AND 2 WILLOW OAKS ALONG WITH q, ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY DATUM. j Lj Dy ,�r p� o - - • .,� O / / r / L / • \ / / 2 < 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY T -W.427. , , __ • . i / / / 0 i + u _ ____ __ - \ / / �, / / / / / / I I SHRUBS, 3' - 4' IN HEIGHT, CONS]! OF 4 JAPANESE ( 1 Boo 552 7001 ) . rte �� _ _42-35t5 `, - i' / / / / / ••/ / p� // / %/ / / // BARBERRY, 4 BAYBERRY AND 4 RED -OSIER DOGWOOD TO BE 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF / / b • - '` \ / / / < / / TME TMO OF PIP£ OVER THE CENTERLINE OF � /SCP f � � r _ _ _. __ -_ AREAS THER.._ ARE TO BE ALL FIRE HYDRANT LINES, SERVICE LATERALS 15"/ \ �, I / PLANTED WITHIN THE BIOFILT£R ALONG TH£ PERIMETER OF PIPE, MTHIS INCLUDES x /, r�� __ \ Tyr424.s / --- / / 1 PLANTED IN A PIP THIS INCLUDES 0 00� - / _ • �•. // 1 r / // // I THE BIOR£TENTION AND WATERLINES, LETC. r/ / DIAMOND PATTERN l 8'- 10 C.) SHRUBS OF RED -OSIER DOGWOOD 7 ALL MATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIOIE OF Qi �o - o - ; = c ! - / l �b l �,' / l / / / ARROW -WOOD VIBURNUM AND BAYBERRY. ROADSIDE DITCHES. � Co / - .'�-43.5-7,�Q Q' so - - - -- - - - -- - - / �� Qr �� / / �, c / /- '• !! • i -` • f'EL424 +� O / i /' / 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE 25'O��' ` \rp;2 // • F.F.EL424 f�� • \ / / r / r• RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SAD V R -9I A POWER _ Eft -T / B.1Ar P T�`r -•� - �J \O • - ) 3 • i e �/ / Q, E3. 858, PAGE_ �- - -� _' -- - " " C'' 423.75_ \' -- - T \ _ 5(� -- 1 - -. / _-r \ _ / / I r }h l i(� 11 / /• '` / / -D �o,• SPA v CONSTRUCTION ENTRANCE Fp ( -- \ / 423_ - - to. / // r�0 / X793 I \ A°� \' °?�/ `, - ~ - \' ~ %� \ - , bd CRANACt 5MM-E C,REC ri fl -OW N P B C \ �' • • K / / / / / / - ro orE r aAsx EosnNG \\ j \ t 42�'•.Or C.? / 0 \ • •. � \ 4 •• ✓ /'�/,` / // ( / '//// :: "-uasvErlrcwvwasE A / \. \ • ... /` V/ / / ,(PAVEMENT /� / \ BF (~I Type �° 3/ �/'• \ ^E S ' 2 \\ ....� i / lI• �'/rl/ h/ `'(/ / / / / / FMER aT�O SAJrI A AGGREGATE BASE / T�/�/ 421.90 % �i/ \ \ M o �'� � � SIDE 'ELEVATION E OF PAAVT / •' 4/j \ � r (b ExisnNc aeallo 44 r / --- \17 3 J A/fMiACt RAVEp RA9 �, 004, M, rye lv ((47-,(�� MACK N /'yq� SFk, '� 83 Fp . s 9 • �j v Cc /J ( / .0 IC Mr.'.. a EASTING DA R , // l PA"ENT qR�q Ekes /, o4 FN cU�° CRS�- FQ 'q 2 /,OO/: `� � T E �rtANAGE F F V V ro Y \ O / / \ `F o sEaIEER F TVR r'7 R� Rosa \ \\ Q I P 6 ''F/�, / / I. ST E%IENO FULL 11D,N 1 TAPPNG �� Ha R R 'yp hq \ Ft7 v.At� �s 4� p ln� ' TRC l GRERATKK+ PLAN Y( W H FX SFO TCh \ R , 'i� 9r F Fv 419.40 �Q t �' O P GE INGRESS AM EGRESS -- Q NF T FNS ,4FO PQ \ \ 1 \\• `� o ,113.e ryp !i d' dddd F A / t /oN o AgiH/N O \ \ �.,,SM Mor 01# ro IA / TSF O \ � ,' \ \ �� � \\ "°�F � 07 � J,.� ° � a � � M�// " %� ^ • h `b� N,:- ALL ENTRANCES EXCEPT FOR THE APPROVED CONS rRUCr/+ION EN rRANCE SHALL BE BLOCKED /N SUCH A MANNER AS r0 Nor ALLOW ACCESS ro rHE s1 rE. A MIN/MUM' WATER TAP OF I " MUST BE /NSrAL L ED w/ rH A MINIMUM I" BALL COCK SHUTOFF VALVE SUPPLYING A WA SM HOSE w! TH A D/AME rER OF 1. J " FOR ADEGUA r E CONS rAN r PRESSURE. WASHWArER MUS r M CARRIED AWAY FROM rHE ENTRANCE r0 AN APPRO VED SETTLING AREA ro REMO V E S£ D I MEN r. AL L SED/ME N r SHA L L BE PREVENTED FROM EN TERING STORM DRAINS , D I rCHES , OR wA TER COURSES. TOTAL DIS rURBED AREA /.8 ACRES SOIL rYP'E . UDORrHENrS LOAMY EX/Sr/N6 VEGErAr1oN : AREA IS PRESENTLY COVERED iwlrH DENSE GRASSES, WEEDS, TREES OF VARIOUS SPECIES, AND UNDERBRUSH OF VARIOUS K/NDS. THE SOIL SURPLUS IS r0 BE TAKEN rO 8/0 MEDICAL Ar UVA AND THE rRE£S AND STUMPS r0 LANDFILL FOR DISPOSAL. \ 413 a -_�\tl4 --- ; / 60 r / d �� ° ""��°TM CIT ENGINEERING / b Q r p SECTION A -A _413.14 'r ,b BOUNDARY SURVEY &: TOPOGRAPHY BY \ E3 kC' • 'A, 6 O `0 O Q RIE: A W^" •AU n>P OF 5z•r (11 IS FKUM U MIH A MIANUY WASH IM DIA. CF N IMI (1.5`) STORM DRAIN AGE STRUCTURESml - \ ,��•.,\ ��3- M 0/IN (� o y o hog ►►La I1 r 5,.E9E,c L r«, .� Ya., 3.02-11 B, A U B R E Y H U F -F M A N ASSOCIATES, LTD N0. TYPE L TOP INLET INV. IN INV. OUT \ \\ \`� /�1' 0� 0 195 RIVERBEND DRIVE + 1 DI -3A 2.5 437.0 433.0 ' \ r � �� / Ss,. /; I I, '``�'� �.��. �% y� s CHART C7TTESVILLE, VIRGINIA 22911 D I- 3 A 2. 5 4 3 6. 6 0 43 1. 1 0 4{ 1. 0 ~ \ _ 2 \ O ` v� P ���� V aRL)f NCOUR d % B KE �� 3 MH 435.0 428.50 428.40 ~I, t3 I2 421.0 417,10 4 t7 .0 \ �j � /� // / / / / �e� J"� h �• ; `b'A'ryy� 4 D I - 3 `� / / 4 ;tnr •trcNTs tr ( FaWam n 5 DI -3 8 6 41 9.50 4 15. 50 415.40 t, ST / ��/ / //. c�p`tj AM S=f16 1,,* __ �� g D I- 3 C 6 4 1 9. 0 4 14.0 41 3. 11 / T_ - J / / ,S F/ ` p HTS C D J NRID a _ 7 E S _ t 4 13 . 0 ( Q / -' / / �. Q� RI i M I MI Fndi•A �wi+, Aii.s�at. (/ b ERK mal ( Meth �Q i6 / ) �l l � SILLAG u L< , 00 E ( / ' ASHCT D t# 1••#t•Iy ��' hF MA CT E PROJECT TITLE ROSEWOOD VILLAGE PROJECT NUMBER 99016 DATE_ ISSUED MARCH 2, 2000 SC ALE SHEET TITLE SOIL EROSION - STORMWAT ERI BMP PLAN S E D I M E N T TRA P IR � FIELD a BR C°mlort r +y GRAPHIC � Al _ - / / WST _ aR _ L, a I-1 P H .L C �� E-._ V I C I N I T Y MAP 1 " - 200.0, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SMALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRAORATION (VOOT). THIS PLAN AS DRAWN MAY CRS REVISIONS NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PSMTT. WHERE ANY �t DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SMALL GOVERN. 3- 28-00 2, ALL PAYING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION -METHODS ��. SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T, 4- II- 00 X --X- UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES !SHALL BE PROVIDED IN 4- 26-00 ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN ANq SHALL BE 1 inch = 20 -fit, INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE 'TO B FERTILIZED. SEEDED AND D D S H E E T MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2;1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE -.y / DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN S T --w- ORDER TO STABILIZE A DRAINAGE CHANNEL. x 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. O P B, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SMALL COMPLY WITH 09HA STANOARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ). 9. IT 9WALL 9E THE CONTRACTORS PESPONSTBILITY TO CHEM ALL DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PmoxCT AND REPORT ALL T O INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE A80VE HE WILL ASSUME TOTAL 1o. RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC PS ROAOS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( 1/2 ) FOOT CANDLE. 11. ALL SERVICE UTILITIES ARE TO BE PLACED UNOERGAOL1ND. M U 12, IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENF PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PS -1. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION: T P 14, EACH OUTDOOR LUMINAIRE EOUIPPEO WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL. BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE. WITH FULL_ CUTOFF OPTICS. oc 0 G f �J .. . + -- - \Ij- , 1 / J l �� l // f i l WATER ANO SERER GENERAL PLAN NOTES N 0 T E 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE / / J / / / f v� I r •/ l / l /, •AUTHORITY INSPECTORS. THE CONTRACTOR NIL' _ 8E RESPONSIBLE FOR F.F.Ek:424 I l l % 1 • • / / / ( . r• l l + J1 / j / / BIORETENTION FILTERS SHOULD BE CONSTR v, UCTED ONLY NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. //� . 11 TER THE SITE WORK IS COMPLETE AND STABILIZATION 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE 4� T.w.432.5 I / / AF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS ANO WHERE �0 ��0� '� ` - * - l l l /�/ / / I •� / / / MEASURES HAVE BEEN IMPLEMENTED AS APPROVED BY SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS �/V (0 `� / �,�' 0���% �, T.w. 43o.so l / l / j ' l % THE EROSION CONTROL INSPECTCR AND WATER RESOURCES OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES As �� �� (T9- _- -- - // i l / l 1 / / / / NECESSARY. .'' - `FF.EL.424 l �` / f / MANAGER. 3. ALL MATERIALS AND CON6TRUCTION SHALL COMPLY WITH'QENERAL WATER AND �Q�C��� X $ F _ ___ + j / / / l ( I l O / ' % i j / / / 6 TREES WITH A MINIMUM I" CALIPER CONSISTING OF 2 RED COUNTY CE AU"�ITYFONATIONS JANUARYSI5. 1999DR BY THE ALB£MAIRLE 12 MAPLE, SYCAMORE AND 2 WILLOW OAKS ALONG WITH q, ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY DATUM. j Lj Dy ,�r p� o - - • .,� O / / r / L / • \ / / 2 < 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY T -W.427. , , __ • . i / / / 0 i + u _ ____ __ - \ / / �, / / / / / / I I SHRUBS, 3' - 4' IN HEIGHT, CONS]! OF 4 JAPANESE ( 1 Boo 552 7001 ) . rte �� _ _42-35t5 `, - i' / / / / / ••/ / p� // / %/ / / // BARBERRY, 4 BAYBERRY AND 4 RED -OSIER DOGWOOD TO BE 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF / / b • - '` \ / / / < / / TME TMO OF PIP£ OVER THE CENTERLINE OF � /SCP f � � r _ _ _. __ -_ AREAS THER.._ ARE TO BE ALL FIRE HYDRANT LINES, SERVICE LATERALS 15"/ \ �, I / PLANTED WITHIN THE BIOFILT£R ALONG TH£ PERIMETER OF PIPE, MTHIS INCLUDES x /, r�� __ \ Tyr424.s / --- / / 1 PLANTED IN A PIP THIS INCLUDES 0 00� - / _ • �•. // 1 r / // // I THE BIOR£TENTION AND WATERLINES, LETC. r/ / DIAMOND PATTERN l 8'- 10 C.) SHRUBS OF RED -OSIER DOGWOOD 7 ALL MATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIOIE OF Qi �o - o - ; = c ! - / l �b l �,' / l / / / ARROW -WOOD VIBURNUM AND BAYBERRY. ROADSIDE DITCHES. � Co / - .'�-43.5-7,�Q Q' so - - - -- - - - -- - - / �� Qr �� / / �, c / /- '• !! • i -` • f'EL424 +� O / i /' / 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE 25'O��' ` \rp;2 // • F.F.EL424 f�� • \ / / r / r• RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SAD V R -9I A POWER _ Eft -T / B.1Ar P T�`r -•� - �J \O • - ) 3 • i e �/ / Q, E3. 858, PAGE_ �- - -� _' -- - " " C'' 423.75_ \' -- - T \ _ 5(� -- 1 - -. / _-r \ _ / / I r }h l i(� 11 / /• '` / / -D �o,• SPA v CONSTRUCTION ENTRANCE Fp ( -- \ / 423_ - - to. / // r�0 / X793 I \ A°� \' °?�/ `, - ~ - \' ~ %� \ - , bd CRANACt 5MM-E C,REC ri fl -OW N P B C \ �' • • K / / / / / / - ro orE r aAsx EosnNG \\ j \ t 42�'•.Or C.? / 0 \ • •. � \ 4 •• ✓ /'�/,` / // ( / '//// :: "-uasvErlrcwvwasE A / \. \ • ... /` V/ / / ,(PAVEMENT /� / \ BF (~I Type �° 3/ �/'• \ ^E S ' 2 \\ ....� i / lI• �'/rl/ h/ `'(/ / / / / / FMER aT�O SAJrI A AGGREGATE BASE / T�/�/ 421.90 % �i/ \ \ M o �'� � � SIDE 'ELEVATION E OF PAAVT / •' 4/j \ � r (b ExisnNc aeallo 44 r / --- \17 3 J A/fMiACt RAVEp RA9 �, 004, M, rye lv ((47-,(�� MACK N /'yq� SFk, '� 83 Fp . s 9 • �j v Cc /J ( / .0 IC Mr.'.. a EASTING DA R , // l PA"ENT qR�q Ekes /, o4 FN cU�° CRS�- FQ 'q 2 /,OO/: `� � T E �rtANAGE F F V V ro Y \ O / / \ `F o sEaIEER F TVR r'7 R� Rosa \ \\ Q I P 6 ''F/�, / / I. ST E%IENO FULL 11D,N 1 TAPPNG �� Ha R R 'yp hq \ Ft7 v.At� �s 4� p ln� ' TRC l GRERATKK+ PLAN Y( W H FX SFO TCh \ R , 'i� 9r F Fv 419.40 �Q t �' O P GE INGRESS AM EGRESS -- Q NF T FNS ,4FO PQ \ \ 1 \\• `� o ,113.e ryp !i d' dddd F A / t /oN o AgiH/N O \ \ �.,,SM Mor 01# ro IA / TSF O \ � ,' \ \ �� � \\ "°�F � 07 � J,.� ° � a � � M�// " %� ^ • h `b� N,:- ALL ENTRANCES EXCEPT FOR THE APPROVED CONS rRUCr/+ION EN rRANCE SHALL BE BLOCKED /N SUCH A MANNER AS r0 Nor ALLOW ACCESS ro rHE s1 rE. A MIN/MUM' WATER TAP OF I " MUST BE /NSrAL L ED w/ rH A MINIMUM I" BALL COCK SHUTOFF VALVE SUPPLYING A WA SM HOSE w! TH A D/AME rER OF 1. J " FOR ADEGUA r E CONS rAN r PRESSURE. WASHWArER MUS r M CARRIED AWAY FROM rHE ENTRANCE r0 AN APPRO VED SETTLING AREA ro REMO V E S£ D I MEN r. AL L SED/ME N r SHA L L BE PREVENTED FROM EN TERING STORM DRAINS , D I rCHES , OR wA TER COURSES. TOTAL DIS rURBED AREA /.8 ACRES SOIL rYP'E . UDORrHENrS LOAMY EX/Sr/N6 VEGErAr1oN : AREA IS PRESENTLY COVERED iwlrH DENSE GRASSES, WEEDS, TREES OF VARIOUS SPECIES, AND UNDERBRUSH OF VARIOUS K/NDS. THE SOIL SURPLUS IS r0 BE TAKEN rO 8/0 MEDICAL Ar UVA AND THE rRE£S AND STUMPS r0 LANDFILL FOR DISPOSAL. \ 413 a -_�\tl4 --- ; / 60 r / d �� ° ""��°TM CIT ENGINEERING / b Q r p SECTION A -A _413.14 'r ,b BOUNDARY SURVEY &: TOPOGRAPHY BY \ E3 kC' • 'A, 6 O `0 O Q RIE: A W^" •AU n>P OF 5z•r (11 IS FKUM U MIH A MIANUY WASH IM DIA. CF N IMI (1.5`) STORM DRAIN AGE STRUCTURESml - \ ,��•.,\ ��3- M 0/IN (� o y o hog ►►La I1 r 5,.E9E,c L r«, .� Ya., 3.02-11 B, A U B R E Y H U F -F M A N ASSOCIATES, LTD N0. TYPE L TOP INLET INV. IN INV. OUT \ \\ \`� /�1' 0� 0 195 RIVERBEND DRIVE + 1 DI -3A 2.5 437.0 433.0 ' \ r � �� / Ss,. /; I I, '``�'� �.��. �% y� s CHART C7TTESVILLE, VIRGINIA 22911 D I- 3 A 2. 5 4 3 6. 6 0 43 1. 1 0 4{ 1. 0 ~ \ _ 2 \ O ` v� P ���� V aRL)f NCOUR d % B KE �� 3 MH 435.0 428.50 428.40 ~I, t3 I2 421.0 417,10 4 t7 .0 \ �j � /� // / / / / �e� J"� h �• ; `b'A'ryy� 4 D I - 3 `� / / 4 ;tnr •trcNTs tr ( FaWam n 5 DI -3 8 6 41 9.50 4 15. 50 415.40 t, ST / ��/ / //. c�p`tj AM S=f16 1,,* __ �� g D I- 3 C 6 4 1 9. 0 4 14.0 41 3. 11 / T_ - J / / ,S F/ ` p HTS C D J NRID a _ 7 E S _ t 4 13 . 0 ( Q / -' / / �. Q� RI i M I MI Fndi•A �wi+, Aii.s�at. (/ b ERK mal ( Meth �Q i6 / ) �l l � SILLAG u L< , 00 E ( / ' ASHCT D t# 1••#t•Iy ��' hF MA CT E PROJECT TITLE ROSEWOOD VILLAGE PROJECT NUMBER 99016 DATE_ ISSUED MARCH 2, 2000 SC ALE SHEET TITLE SOIL EROSION - STORMWAT ERI BMP PLAN S E D I M E N T TRA P IR � FIELD a BR C°mlort r +y GRAPHIC � Al _ - / / WST _ aR _ L, a I-1 P H .L C �� E-._ V I C I N I T Y MAP 1 " - 200.0, SHEET NUMBER REVISIONS �t 20 10 0 10 20 40 �0 3- 28-00 ��. 4- II- 00 4- 26-00 1 inch = 20 -fit, S H E E T B OFb -: S T +� :. ... r x