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HomeMy WebLinkAboutSDP199300085 Plan - Approved Final Site Plan and Comps. 1993-12-13F�.(AMs7 PRIME AND DOUBLE SEAL �00 0000000 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED TYPICAL (PAVEMENT SECTION GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE 'OONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE L.00ATION OF EXISTING UTILITIES ACROSS 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 JAN. 20, 1983, AMENDED JULY 1, 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. 8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE INSULATION IN 374' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 13. A BACKFLOW PREVENTION DEVICE IS REQUIRED ON THE FIRE SPRINKLER LINE. SIT CREEK GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTfED. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION! MUST COMPLY OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3. EROSION AND SILTATION CONTROIL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWALBLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. 6. PAVED OR RIP -RAP LINED DITCHIES MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABLIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. 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. 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, VEGETATION AND OTHER PERTINENT SITE ELEMENTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' 1-800-552-7001. 12. CONTOUR INTERVAL = 2 FEET 13. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE OF THE LIGHT FIXTURE. 14. CONSTRUCTION SPECIFICATIONS, BID DOCUMENTS AND CONSTRUCTION OBSERVATION ARE THE RESPONSIBILITY OF THE OWNER. 15. RETAINING AND FOUNDATION WALLS ARE DESIGNED BY OTHERS. 0 TABLE OF CONTENTS SHEET 1 SHEET 2 SHEET 3 SHEET 4 PROJECT DATA COVER SHEET SITE PLAN WATER AND STORM PROFILES SOIL EROSION CONTROL PLAN LEGEND - - - - EXISTING GRADE PROPOSED GRADE WM = WATER METER WV = WATER VALVE C.T.V. = CABLE TV PEDESTAL T.P. = TELEPHONE PEDESTAL RCP = REINFORCED CONCRETE PIPE CMP = CORROGATED METAL PIPE WL = UNDERGROUND WATER LINE T.B.R. = TO BE REMOVED •� TRAFFIC PATTERN DRAINAGE FLOW 1. PROJECT NAME: AStec Center II 2. OWNER: DONALD S. BATTEN 3. CONTRACT PURCHASER: FLOYD M. ARTRIP c/o AStec PARTNERSHIP 1500 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 4. DESCRIPTION: TAX MAP 77, A 1.432 ACRE PORTION OF PARCEL 9, D.B. 418, PAGE 435-437 5. BOUNDARY CREATED FROM A SUBDIVISION PLAT BY THOMAS B. LINCOLN DATED AUGUST 27, 1993. 6. FIELD RUN TOPOGRAPHY PERFORMED BY GLOEC;KNER & OSBORNE,INC. BENCHMARK IS REFERENCED TO THE FIRST FLC)OR ELEVATION OF THE EXISTING AStec PARTNERSHIP BUILDING= 418.5 TOPOGRAPHY IS BASED ON NATIONAL GEODETIC: SURVEY DATUM 7. MAGISTERIAL DISTRICT: SCOTTSVILLE 8. ZONING: LI, LIGHT INDUSTRIAL; ENTRANCE CORRIDOR OVERLAY DISTRICT 9. PROPOSED USES: OFFICES AND LIGHT MANUFACTURING 10. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. 11. THIS PROPERTY IS LOCATED WITHIN A DEFINED) 100 YEAR FLOOD ZONE. 12. THIS PROJECT IS TO BE SERVED WITH PUBLIC WATER AND SEWER. 13. MINIMUM SETBACKS: FRONT - 10' (PARKING) SIDE - 0 BACK - 0 14. PARKING CALCULATIONS WHEN FULLY DEVELOPED. PHASE 1 - 80% x 12,800 SF / 200 SF PER SPACE = 51 SPACES PHASE II - 80% x 9,600 SF / 200 SF PER SPACE = 39 SPACES TOTAL REQUIRED = 90 SPACES TOTAL PROVIDED = 90 SPACES 15. THE MAXIMUM HEIGHT OF THE PROPOSED STRUCTURES SHALL NOT EXCEED 35 FEET. 16. THE REQUIRED FIRE FLOW IS 500 GPM AT 20 PSI RESIDUAL PRESSURE. APPROX. 2,000 GPM IS AVAILABLE FROM THE EXISTING FIRE HYDRANT LOCATED IN THE PARKING LOT OF THE AStec PARTNERSHIP SITE. 17. PROPOSED SITE INFORMATION: IMPERVIOUS AREA = 0.89 ACRES 58% GRASS AREA = 0.23 ACRES �15%) WOODS AREA = 0.42 ACRES 271 10% MIN. TREE CANOPY REQ'D TOTAL AREA = 1.541 (INCLUDES PARCEL X) 18. PHASE I WILL ENCOMPASS ALL OF THE SITE WORK AND THE 60' x 80' (9,600 SF) BUILDING. THIS PORTION WILL COMMENCE IMMEDIATELY UPON APPROVAL FROM THE COUNTY OF ALBEMARLE. PHASE II WILL COMMENCE WITHIN 3 YEARS. 19. THERE WILL BE NO DUMPSTER FOR THIS PROJECT. ALL TRASH WILL BE DISPOSED BY THE OWNER. 20. THIS SITE PLAN EXCEEDS THE TREE CANOPY ORDINANCE OF 10% COVERAGE DUE TO THE EXTENT OF EXISTING VEGETATION TO REMAIN. PROJECT -TO 93-00025N APPROVAL B OCK WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF ALBEMARLE COUNTY SERVICE AUTHORITY C DATE THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY } i' INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) DEPARTMENT OF ENGINEERING -t DATE / •� APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY PLANNING AND COMMUNITY DEVELOPMENT `..'r.,a ' i • DATE ' DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITIES IN OBTAINING FINAL V.D.O.T. APPROVAL PRIOR TO THE ISSUANCE OF DEPARTMENT OF ZONING��'"�-'� %�« DATE BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. FIRE OFFICER. DATE t A�,,� / DEVELOPEK DATE SCALE NO SCALE DATE SEPT. 13, 1993 REVISIONS OCTOBER 8, 1933 OCTOBER 29, 1993 NOVEMBER 10, 1993 DECEMBER 10, 1993 H W � wW �jllu � a W�4 O U � Uz Z za l _ _ J CL LJ z Lij 0 N N N _Z U r w� LLJ 1 N Om W N C=.9�� =N� I LLu Z " w _j � CDO W O^ U o0 JOB NUMBER 93-077-00 DWG. NAME. COVER.DWG SHEET 1 of 4 PRESCRIPTIVE RIGHT OF WAY PARKING SETBACK TMP 77-9 ��RWSA 36" SANITARY SEWER D.B. 569 P. 245, 246 PLAT 280'FROMDONALDS.BATTEN25% SLOPES OCCUR GENERALLY MANHOLED.B.771P.381,384PLATBELOW THE 40000NTOUR TOCHARLES WM. HURT APPROX. LOCATION OF PROPOSED 20' UTILITY EASEMENT MANHOLE D.B. 601 P. 118 TMP 77-7 EXISTING TREE LINEAND DRAINAGE EASEMENTEXISTING OVERHEAD TELEPHONETO BE RELOCATED ON PROPERTY LINE STORM MANHOLE TINVERT=402.4 CONCRETE RETAINING WALL �I-347.12 T 1 O PG-4 CONCRETE/WOODEN WALKWAY WITH RAILINGS o ON PIERS CHANNEL�------400 408 / I- - � + - I +348.13 IRONa 41 w /HC SIGNS / 410 A\ I I I I I I 402 - J - -h0 0 N 37'38 44 E 3.69 / 45.56' I + 347.54 TB / - ...� \ 1 EX. GIRD.�+ CG-2 \ pp o - 1.4 12 ..: '38�':.'.::' 97. 1 i ,L THIS CORNER DESCRIBE o 9. o' - UPPE5 �ENTF LOWER EWR \ 1 OOF RAI 50 \ EG-1 ji IN D.B. 97 P. 443 (CC \ \ I ENERGY DISSIPATOR AS CL MOORES CREEK 404 - - - I--1 1 - - - - - I / 80.00' \ 1 1 I S 55'03 42' E I - i / \ \ W60DEAN WALKWA WIT A L1NGS! 30.20 ' \ Ulv�. kph m 20 SPACES AL �8 SPACES •„ PHASE II \ \ \ \ 1 �oN PIES 1 I \ ` RIP -RAP 3 S E �i o ��� i • I \ 1 1 cD l \ 1 I I I \ 1` x� STREET SHRUBS ES P o - WATER : •,; 1 TWO STORY \ \ m 1 ` ` O 347.70 TB 1 MT ATE' �ESO RG'E 1 �00 O O IN OAK MULCH PLANTER .-� N PLANTER O`Z` �r EASEMENT \ OFFICE BUILDING\ 1 1 \ \ ' `�406 - O N 20' 1 ION UHF R 1 v O O Z 15 SPACES 4.00' \ 12,800 SQ. FT. \ \+ \ \ 1 I�G' �� O O o 9.00 -'j \ o\ \ \ i I I ` I r, O S 28'S7 36' E I ~1 \ �OOD 1 I ` i W 2' _' 20' HIGH LIGHT POL PARKING = 80% (12,800) \ o \ 1 LINE �0 RE I� I O 29.07 200 SF/SPACEI \ O Cs7 20.00' m 250 WATT HIPS o w 20.00' 1 \ o00 : \ \5 0q \ I I E+ - / N 408 o 4 MOUNTING LAMPS ao v _ \ ' I 347.49 TB IL En N N �n 3' CONCRETE BASE Q 5.00' 1 52 SPACES \ ;, \ \ �• \ I ►� \ c� 349.83 BB I v I I TWO ADDITIONAL HANDICAP SPACES \ \ 1 I I IPP� \ - _ - - - o o v 1 BASEMENT = 398.0 \ \ \ \ \ I FILV TI6N R�NLHESI Q 1 FIRST FLOOR = 412.0 1 SEA, DIET1IL E, X 0 41 1.4+ \ \ \ �+` �, PARCEL x MOORE S 41 _ 1 J '� 1 LOWER �•' \ \ \ ` •\ I I I ON9 ACRES UPPER �g•g:•,•,• / i ENTRANCE 1 ENTRANCE . • \ \ \ I I \ I I I TO BEADDED CREEK PIP I \ I v W _ _ _ _ CONCRETE 16 SPACES 1 -'1 9.00 \ \ \ \ \ ` I I I I I T�P 77'"9 S 3739*35 E w ►9 � - - - - - _ _ _ o RETAINING WALL - CO 50.84' E-4 0 1 MEDIUM - _ 0 2' HIGH •`� \ 1 1 ` wbokS .SHOD ` _ 4 MEDIUM WITH RAILINGS UPPER \ \ \ 412 / / TREES - _ N SHADE �411.44PHASE I 1 I ! I ENTRANCE \ t [-� // \ I --2QS PACES ` ` _ _ _ - _ -TREES 4 0 412 � TWO STORY \ A. 1\ \\ 1 1 I I j + +351. 0 B � 1 OFFICE BUILDING \ ; 1+J<97 ! t 6" SANITARY SEWE� 348.66 TB EXISTING 1 / _ _ _ _ _ ._ _ _ 13_ CZTW \ ui SANITARY 16.80 / _ / / - - _ _ 0 9. 0' - 9,600 SQ. FT. �' w: 1 1 (� t T R�L / \ _ _ _ m o- ti• STA., 13+6� ` ` \ o \ Z •a, 1 1 \ • \ ( I ; I S 40'18'21' E MANHOLE / - - - r� _ _ - co _ to -� 6 o g •v7. j \ 414 f +411 5 � - t• � �- 4�2� - - _ -' - _� 12.5 ��� \ •� �REDC�C�R\ PARKING = 80% (9,600) \ � \a .• \ � \ J 18.21 414 200 SF/SPACE \ \ �' \ _ _ I\ \ 349.40 TB 25' R/W PREVIOUSLY DEDICATED - - - _ 16 - • • 4� \ \ ` O 1 I _ -- 0 = 39 SPACES \ GRASS TO PUBLIC USE � ` r +41 5 ' ' � -• _ 4 615+ •"• 6 � \ \ �• ••• � STA. 13+`64 ; -FIRE LINE\ ` 0 HANDICAP SPACES \ \ + 9' \ \\ \ \ \ \� ,, \ >��� S 63'11'S0r E / TELE. ED. o - PROVI� HAN� RAIL X % \� � \ ` \ co WM \ \\\ \ } \ s 46.01 TA. 1 +36 ,;; A\ DRAIN N TO�,QF VI%AkL OO..: PRDWI� NEW`G��\\END T;E4TMEN41 - __F.H.A o v W. .•�, R �`NTR. LOWER ENl \ i ` 1 � PROPERTY NORTH 6 TOF W L'l `TC�, A� H PROPOSE GC�NTOUR c� 348.10 TB MOORE'S CREEK IS 9 00' _ : ' '1•'I'� :1} x:.::...ti. •:t,:•:•:::•:•::•• 1 59-371 15 SPACES STrA. 13+1 4.� 398 ' 0\ \i �� +349.25 B TMP / / ✓ EXISTING PARKING LOT 2�.5' BEND - •• \ LOA6N`G'- \ EIS NG Fw R CITY OF CHARLOTTESVILLE i TO BE MODIFIED AS �i STA. 13+4 \ 41.2.'4' 0.0 4,� A ` X �P L�N / 1�00 / r\ ..... � p� 1 '� 1 \' \ ,, � J.F. BARNETT / . / INDICATED �'\ 1" WATER METER NEW NIRECTORY 1 I SPACE `'Q� A \ 43•� W \ / M ED1U M i � ��'C� S ISSN N 1 2 `A �\ \ \ ` 49.12 \ 4 S e _ s i 18 HAD" i � w 0 NEW CG-8 \ o � ;; ,.y -- - 348.13 TB \ +349. BB TREES v e� \ N LOW WALL WITH AILING :�� �� \ ` \ \ \ \ \ / a\`.\E OS�O i �� -__ _ - \ 11 1 \ i �\ pROPQ [�f�01�.EhI�IE 100 YEAR FEMA P� e�0e 1 /\ _ _ ,C 1 \ 1 \e Q' �Q� \ \` \ \ �� \ \ FLOOD PLAIN `n .�1 '�\ _ _ 1 ` NEW CG-2 k \ 355 e o ��. ACCESS EX. CCU-6 \� \ \ \ \ \ \\ \ APPROX. LOCATION ✓ .�, vi -y G �-EASEMENT51�10 BE� REMOVED OF EXISTING PROPERTY,o'G� �, / � \ I RELOCA h \ \ \ \ / TE O / p� LINE , �Oe �� _\ �� Pr1\� /�':•:` , GUARDRAIL I �� :•� 0 \ \ \\ \\ \ \ S r:... \\ \ ��\ ► I 1 \\ \ \ �347.85 TB MEDIUM e � �- / � / 6 r• •::...;:. a• I \ �?;,\ � \ ` \ +420.0 SHAD i � F`,o / � � �. . ,:.; ; ::.. � •,•. � I � \ •"• •� \ � \ ' \ 348.61 EB TREES L. O loo,I �:;r : \ \ \ \ \35 loll 360 REMOVE GUARDRAIL \. PROVI E N �\ / \ \ / .:k;:: .,�' :::.: • `. -\7 ND I TMENT � �/ ;�•� .. ter:;•::::.. ./::•:;�:'::•:..•:. � � IN FRONT OF •� • � •�� \ WALK y � O STA. 1 1 +49 U. / i/ � :X'� ' • '� / U, \��. � G. GAS 90 BEN© I / STREET SHRUBS :,t: ' ' ' ":::�: °` i \ \ 380 APPROX. LOCATION II IN OAK MULCH PLANTER EXISTING ENTRANCE / \ \ EXISTING DIRECTORY SIGN ::,�' / > >' 390 TO BE EXPANDED / EX. GUARDRAIL / 1 � EX. CURB -\ � / • ' I \ I EXISTING ASTEC PARTNERSHIP BUILDING TAX MAP 77(E)2, PARCEL 4 D.B. 1057 P. 324, 331 PLAT 400 BENCHMARK = FIRST FLOOR ELEVATION = 418.50 f eL /// _ le,�/ TO AVON STREET EXTENDED ` -/ 30" RCP AT 0.5% SLOPE UNDERGROUND STORM DETENTION PIPE I I DROP INLET DI-313, L=4' TOP=407.5 INVERT=403.0 i r I 1 12.51 1--,r 406-- II PROPOSED 8" D.I. WATER LINE TO BE DEDICATED TO THE ACSA 20' WATER LINE EASEMENT TO BE DEDICATED TO THE ACSA EXISTING 6" WATER LINE AND GATE VALVE \ � STA. 10+09 EX. ACSA EASEMENT - 6" x 8" INCREASER DRAWING ROTATED ABOUT THIS POINT CLOCKWISE 52' 21' 16" STA. 10+ 90' BEND EX. 1" WATER METER TEMPORARY GRADING EASEMENT TO BE PROVIDED ALONG SIDE PROPERTY LINE EX. 6" FIRE LINE - EXISTING FIRE HYDRANT TO REMAIN f STA. 10+00 NEW 6" x 6" TAPPING SLEEVE AND VALVE --,.I MAINTAIN A 3' MINIMUM SEPARATION BETWEEN TAPS TOPSOIL --\ 1D VDOT CLASS I � 14 } AGGREGATE 2" PVC DRAIN 3.25' 2 PER TRENCH IL 6" - �TO 4" PERFORATED PVC 2.25' DAYLIGHT ZNYMMTION TIMM DETAIL EACH TRENCH IS 45 FEET LON WRAP STONE WITH FILTER FABRIC SCALE 1"=20' . DATE SEPT. 13, 1993 REVISIONS OCTOBER 6, 1993 OCTOBER 8, 1993 OCTOBER 29, 1993 NOVEMBER 10, 1993 DECEMBER 10, 1993 W U a� w� �I Ery cn (7Lu )LJ.J 0 1 � UZ 1 W z �N Wo r N � a U n, JOB NUMBER 93-077-00 DWG - NAME SITEREV2.DWG SHEET 2 of 4 20 EXISTING GRADE 10 400 j DROP INLET DI-38, L=4' TOP=407.5 i INVERT=403.0 e ,, it 370 360 350 FINISHED GRADE UNDERGROUND STORM -� WATER DETENTION PIPE 30" RCP AT 0.5% SLOPE 214.92 FT. CENTER TO CENTER 3' MINIMUM COVER REQUIRED OVER TOP OF PIPE 420 STA. 10+00 EXISTING 6" WATER LINE Z41 6" TAIPPING SLEEVE AND VALVE EXISTING GRADE NEW 8" D.I. WATER LINE - ------_ — ---. CAUTION!! I I�U.G. GAS 1 ee e +�+ CAUTION!! STA. 10+09 I U.G. POWER -- 6"x 8" INCREASER 2 CONDUITS STA. 10+05 90' BEND i f DATUM ELEV 400.00 O (o p r C6 10+00 11+00 ! I I i I i I STORM MANHOLE I I TOP=406.25 INVERT=402.4 ! SEE SWD DETAIL I I 12" CMP AT 15.72% SLOPE 47.07 FT. CENTER TO END I I I PS-2 TRANSITION ' INVERT=395.0 PG CONCRETE CHANNEL { i BEGIN PG-4 CONCRETE CHANNEL �- WITH CURTAIL WALLS f i I CONSTRUCT TO FIT EXISTING SLOPE OF LAND i I I i i i � i I a I I I , , i i I I 1 i I j STA. 1 1 +49 J 90' BEND NOTE: VERIFY LOCATION OF ALL U.G. UTILITIES PRIOR TO CONSTRUCTING WATER LINE CAUTION!! U.G. TELEPHONE STA. 13+36 FIRE HYDRANT ASSEMBLY DRIVE WALL FINISHED GRADE -\ I STA. 13+ 1 1 22' BEND STA. 13+64 8" WATER VALVE STA. 13+40 1" WATER METER NEW BUILDING SIDEWALK FIRST FLOOR = 412.0 6" D.I. FIRE LINE i STA. 13+67 8" x 6" REDUCER 00 o o I BASEMENT = 398.0 � 12+00 13+00 14+00 WATER PROFILE i I , —_----------- _ __------ ------- -------------__ 390 f --- ---- - i -------- -- ------ -- 380 ���0� 2' 1 O� ' 000Q) 00 O oo O o 0o pro o pOOCLASS I RIP -RAP o 00 FILTER FABRIC p p O O 00 J poo 0 i f i RIP RAP DITCH DETAIL { --- I-- - -_- - ----- -- --- - - --- - - 370 MANHOLE F&C j I HORIZONTAL CHANGE I INVERT=356.75 EG-1 ENERGY DISSIPATOR INVERT=347.0 CLASS I RIP -RAP SEE DETAIL °o 0 0 0 0 o MOORE'S CREEK O°O°O°o°°°o°°o°o°°o°°o°°°° 00 40' Ln no O to t\ CO O ro O r9 do- 00 dO- o �- 6 e m p rn � 4 o0 d.. 10+00 11 +00 12+00 13+00 14+00 TOP=406.25 30" RCP SWD PIPE ORIFICE 360 AT 0.5% SLOPE INVERT=402.4 --� 12" CMP OUTLET PIPE 350 15+00 DATUM ELEV 340.00 404.72 12" CMP TE SCALE HORZ. 1" =20' VERT. 1"=5' DATE NOVEMBER 10, 1993 REVISIONS DECEMBER 10, 1993 �Uz z¢ LLJ z N Ld N N N � � Q z v) w W 1 N o M 1 `/) w =Na W z n w 0 O w �cr C)oo JOB NUMBER 93-077-00 DWG. NAME PROFILES.DWG SHEET STORM PROFILE I 3 OF 4 SEDIMENT TRAP #1: SEDIMENT TRAP #2 DRAINAGE AREA=0.88 ACRES DRAINAGE AREA=0.55 ACRES 30" RCP AT 0.5% SLOPE REQUIRED VOLUME=3,183 CF REQUIRED VOLUME=1,993 CF UNDERGROUND STORM DETENTION PIPE TRAP DIMENSIONS: TRAP DIMENSIONS: TOP: WIDTH=32', LENGTH=52' TOP: WIDTH=28', LENGTH=48' BOTTOM: WIDTH=20', LENGTH=40' BOTTOM: WIDTH=20', LENGTH=40' DEPTH=3' DEPTH=2' DROP INLET VOLUME PROVIDED=3,696 CF VOLUME PROVIDED=2,144 CF DI-3B, L=4' OUTLET LENGTH=6' OUTLET LENGTH=4' TOP=407.5 NO EXCAVATED STORAGE EXCAVATED STORAGE ONLY INVERT=403.0 REMOVED AFTER STONE IS PLACED IN PARKING LOT S \ I LIMITS OF CLEARING AND GRADING 1 I IP I �12.51 I ► 1 -4U4 - x x = PRESCRIPTIVE RIGHT OF WAY 406i� PARKING SETBACK O STREET SHRUBS IN OAK MULCH PLANTER -,- •-f RWSA 36" SANITARY SEWER 280' FROM D.B. 569 P. 245, 246 PLAT MANHOLE TO✓ CHARLES WM. HURT MANHOLE D.B. 601 P. 118 TMP 77-7 j SEDIMENT TRAP #3 DRAINAGE AREA=1.3 ACRES +/- REQUIRED VOLUME=4,710 CF VG TRAP DIMENSIONS: TOP: WIDTH=36', LENGTH=56' BOTTOM: WIDTH=20', LENGTH=40�" 347.12 T PG-4 CONCRETE DEPTH=4' CHANNEL VOLUME PROVIDED=5,632 CF OUTLET LENGTH=B' NO EXCAVATED STORAGE / ' +348.13 IRON i 45.56' x x Ix i-== x +EX. .GRD. 347.54 TB� PP r ' 412 .+398.• •. 97.6\ •L ' - +P THIS CORNER DESCRIBED UPPE -ENTRY LOWER EIVTR \ I \ EG-1 --1 IN D.B. 97 P. 443 CO.) 5 _ sri �• 1 OOF RAIIV� 2 - - "' - 80.00' ` \ \ T\WO I I i ERGY DISSIPATOR AS rL MOORES CREEK 4 -1DEkI WALKWA WIT RA L N S ( ` ♦ �� S 55'03'42" E 3 U hot 20 SPACES �� ALL S CES ;•„ N 1 PHASE II \ \ \ 1PIES \ + IP-RAP30.20O 1 1 \ I I I S Z o �`� _ WATER c� 1 TWO STORY 11 11 1 I I 0 O347.70 TB PLANTER p`j` 4 CRS EASEMENT 0 \ a, 00' ATE' RESOOR 406 - DC N EXISTING VEGETATION OFFICE BUILDING �1 N - ' ' 1 �f;;C�T 10N UWE'RS C��j15 SPACES SCATTERED TREES AND BARES IL 20 1 \ \ + 1 \ O O3 9.00 -� 4.00 1 12,800 SQ. FT. „ \ 1 I I 7 80� 12 80 0 \ I�' + \ ` I 1 I I I r, S 28'S7 36" E Z 20' HIGH LIGHT POL PARKING = 0) \ 1 WOOD LINE TO RE IN \ 29.07 W ' 20.pp, 250 WATT HPS 0o w 20.00 200 SF/SPACE 00o f E+ 408 i N 4 MOUNTING LAMPS ao va 5.00' 1 _•' \ S.Oq 1 �• I , I 3' CONCRETE BASE a 1 - 52 SPACES ;•,•� \ \ \ \ 347.49 TB ,I -J 0 to N c� 0 I N TWO ADDITIONAL HANDICAP SPACES \ I 349.83 BB BASEMENT = 398.0 1 FIL TION R�NeHESI 410 c6 Qo 411.4 1 FIRST FLOOR =412.0 ' 1 SEA DET IL I I I ARCEL X MOORE'S DI? : �• UPPER 1 LOWER �''� • • \ 1 1 •\ I I I�� 0•TP9 ACRES PP r % j ENT 39g \ ' I I in C 1 � ENTRANCE 1 ENTRANCE \ � TO BE ADDED REEK o� __ 014 CONCRETE 16 SPACES 1 1 1 I I I I I 0 TMP 77-9 / S 3739'35 E F+ p f \ _ 1 MEDIUM o RETAINING WALL ; \ C0 .3 7 1 \ \' I I I ` 50.84' 0 0 2 HIGH \ 1 ` W p I �i b �S � 412 � � � I �^ � -SHADS _ ` -� _ _CR � ,• � ` �: DC MEDIUM WITH RAILINGS UPPER \ •.• 1 N 411.4 PHASE I 1 0� ` ' TREES fit'. 1 1 S & iU _ +351. 0 B H SHADE ENTRANCE TWO STORY \ - _--�� ��SPACES-_______ _ 41 \ 2 � 6" SANITARY SEWE� 348.66 TB EXISTING ' - 0 _ .` 4.0 --' >~3.� � � OFFICE BUILDING \ � �. 1+1 �� `I I � - _ _ _ 0 w - - w ! ( SANITARY 16.80 �y 0 - - 9. 0 o-- � STAB 13+31- 9,600 SQ. FT. \ 0 \ 11 1 \ • \ ( ! \ t ( T R(bL ) 414 -._ _ .- co - - _� 8090 o g v7.' \ \ \ ( S 40'18'21" E MANHOLE 18.21 +411 5 - - _ �12'� - - _� 12.5 \ REbt�CER\ PARKING = (9,600) \ \ o_ •,:. x\ I \ �°°- �� \ \ ' 414 200 SF/SPACE \ \ � \ \ I\ ` 349.40 TB 25' R/W PREVIOUSLY DEDICATED ' - _ - - _ 16 \ , TO PUBLIC USE I - ` \ +'•' 410 = 39 SPACES \ GRASS +41 5 _ 4 6.5+ STA. 13+27 ;•;•; \ "' \ -- - _ _ yyV FIRE LINE\ TWO HANDICAP SPACES \ TELE. D. o - �A % - _ \ ` \ \ \ 1 1 ' ��. S 63'11'50" E 1 1 PROVI� HANb RAIL06 �'• \N + !9 \ `\ RS TA. 1 +07 WM � _ ;•;; N TOP\OF V�AkL � 00 �� � PROV4D N�`G - \ND TIZEATM ! '� � \7 \� _ \ \ �' PROPERTY NORTH 416 / / / 418 _ - _ / - _ _ _ F.H.A o it W. & R TR. LOWER ENl`R \ I ' - \ T OF W TO A 1 348.10 TB 9:00 15 SPACES STA. 12+8 y '�'1'1 �5 '''''�'''''•398 :.� :':::. .� ; ; 1 M H PR CONTOUR c�` MOORE S CREEK IS + 22.5' BEND ' \ ":•'• p \ � \ \ \\ 1 \ \ 349.25 B TMP 59-371 ' EXISTING R ` CRY OF CHARLOTTESVII. I EXISTING PARKING LOT _ 413. .#�:::::: +410.0 ` "' �'� • \ l \ /1�00' / TO BE MODIFIED AS \�Ei� STA. 13+1 .;...g, .. �--LOADING �,� Rp \ ` OPER i�L�1N \ \ , \ J.F. BAR NETT INDICATED \' 1" WATER METER NEW RIRECTOR l �,� �, --- 3• 41 LLqum N , �♦ �R'� SIGN 1 �� SPACE 12 `�`srs� �\ \ \ ` t \ \ `� 9.1 , /� / i w OQ \ \ \ * 2 / - 348.13 TB NEW CG-8 Cov' PS & TR Q Q •r \ / a \-\�� O`'�� - - =� _ \ 11 1 N 1\� PROPOSED ROPER �.I�E +349. BB 100 YEAR FEMA DC o uO i + \ gyp. i� Qi 1 ` �% _ .1 \ 1 _ NEW CG-2 \ b\ \\ \ \ \` \ \\ \ \ \ FLOOD PLAIN o O \� :::.::•::. Y ., _ - EX. C 6 ♦ \ \ \ \ 355 APPROX. LOCATION i \ .i �,• �� �` Qi O46 yoG %EASEMENT`'.::\ �/ S�1E TO �E EMOVED I � 41, \ OF EXISTING PROPERTY g E LINE \ + Q0S .o �' �` �� Ry \ I RELOCATE (MEDIUM Q Of GUARDRAIL I O \\ +420.0 SHADS ��` / \ �,r \ I I �` I \ \ \ �I 347.85 TB TREES OAti �'' �.... .. 1 !� \ "- \ S�F \ \ \ \ \ 348.61 35 o ., .. \ \ IN ' \ \ \ \ \ / \ `� �� �. �!� ;� :: Y;jr:;•:. .� :: % ' :j: .: REMOVE GUARDIRAIL \ �\ \ ti 360 \ ♦ :� �: - \• PROVI�E N �V7 / :k:,:• �t w ND ENT I::'•::.:::f.:;::: IN \FRONT OF a: \ \ �R TM �::. R' /- ��• I ;� 'x :l:''::::.Y:' NEW WALK \ \ \ \ 370 O STA. 11 +• 49 �% :::'1` ::: ;::::•::::. / U.G. GAS 90' BEND LOCATION APPROX. LOC I STREET SHRUBS :,�; \: \ \ ` \ \ 1 IN OAK MULCH PLANTER \ \ \ 380 \ 1 \ LIMITS OF CLEARING AND GRADING / EXISTING ENTRANCE 1�� \ EXISTING DIRECTORY SIGN :::;: ' / `'1 , TO BE EXPANDED ,, f % 390 / EX. CURB / / \ ( I EX. GUARDRAIL �_,� THE CONTRACTOR SHALL PROVIDE / 1 INLET PROTECTION TO, THE EXISTING ASTEC PARTNERSHIP BUILDING EXISTING INLET AT THE LOWER TAX MAP 77 (E)2, PARCEL 4 END OF THE PARKING; LOT ( I s a \� 1 i �\ D.B. 1057 P. 324, 331 PLAT PRIOR TO CONSTRUC71ON 400 do 1 BENCHMARK =FIRST FLOOR ELEVATION = 418.50 GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices wil Virginia in a Erosion ed and Sediment aControlcHandbook and Virginia Regulationsand Vspecifications 625c 02 n00 Erosion SOIL EROSION AND SEDIMENT CONTROL SYMBOLS 9 / TO AVON STREET EXTENDED I i CD = CHECK DAM 2.and Sediment approving laRegulations.omust be notified one week prior to - ' CE = CONSTRUCTION ENTRANCEplan p the pre construction conference, PROPOSED 8" D.I. WATER LINE I CRS= CONSTRUCTION ROAD STABILIZATION one week prior to the commencement of land disturbing activity, and one week prior to the TO BE DEDICATED TO LIMITS OF CLEAR G AND GRADING DC = DUST CONTROL final inspection. THE ACSA DD = DIVERSION DIKE 3. All erosion and sediment control measures are to be placed prior to or as the first step in DV = DIVERSION clearing. IP = INLET PROTECTION 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at MU = MULCH all times. 20' WATER LINE EASEMENT OP = OUTLET PROTECTION 5. Prior to commencing land disturbing activities in areas other than indicated on these plans TO BE DEDICATED TO PS = PERMANENT SEEDING (including, but not limited to, off -site borrow or waste areas), the contractor shall submit THE ACSA SC = STREAM CROSSING a supplementary erosion control plan to the owner for review and approval be teh plan approving EX. 1" WATER METER SB = SEDIMENT BASIN 6. The contractor is responsible for installation of an additional erosion control measures necessary SF SILT FENCE P y ST = SEDIMENT TRAP to prevent erosion and sedimentation as determined by the plan approving authority. EXISTING 6" WATER LINE AND GATE VALVE I I EX. 6" FIRE LINE TO = TOPSOIL 7. All disturbing areas are to drain to approved sediment control measures at all times during land TS = TEMPORARY SEEDING disturbing activities and during site development until final stabilization is achieved. I 8. During dewatering operations, water will be pumped into an approved filtering device. ALL SOILS ON THIS SITE ARE CLASSIFIED AS 9• The contractor shall inspect all erosion control measures STA. 10+09 EXISTING FIRE HYDRANT TO REMAIN 72C3 (RABUN CLAY) ACCORDING TO THE "SOIL producing rainfall event. Any necessary repairs or cleanup tonma ntainathe effectiveness of the EX. ACSA EASEMENT erosion control devices shall be made immediately. 6" x 8" INCREASER j SURVEY OF ALBEMARLE COUNTY' BY THE SOIL 10. This Ian is provided p STA. 10+00 CONSERVATION SERVICE. p p ded for the im lementation of erosion and sediment control measures only. �- DRAWING ROTATED ABOUT THIS POINT CLOCKWISE 52' 21' 16" 900'*BEND O / NEW 6" x 6" TAPPING SLEEVE AND VALVE APPROXIMATE DRAINAGE PATTERN FOR EXISTING CONDITIONS TOWARDS TOWARDS RT. 1101 �MOORE'S CREEK TMP 77-9 DONALD S. BATTEN D.B. 771 P. 381, 384 PLAT TEMPORARY GRADING EASEMENT TO BE PROVIDED ALONG SIDE PROPERTY LINE SF \ PS & U 1 a EXISTING OVERHEAD TELEPHONE TO BE RELOCATED ON PROPERTY LINE STORM MANHOLE TOP=406.25 INVERT=402.4 WOODEN WALKWAY WITH RAILINGS ON PIERS i x-- x =- - x - x - } �410 N 3738'44" E 403.69 HC SIGNS 25% SLOPES OCCUR GENERALLY BELOW THE 400' CONTOUR PROPOSED 20' UTILITY EASEMENT AND DRAINAGE EASEMENT LIMITS OF CLEARING AND GRI CONCRETE RETAINING WALL o 0 PS & U SF - - 400 - - L _ �I II SCALE 1" =20' DATE SEPT. 13, 1993 REVISIONS OCTOBER 6, 1993 OCTOBER 8, 1993 OCTOBER 29, 1993 NOVEMBER 10, 1993 "Oe-c . 10, � . Uz ry zZ: J r) W W O N N � o' W Z U �( W5 W 01 0 m� W _;�, =N� CI (r�n VJ� _jrn 0Oz W 0 i Co. JOB NUMBER 93-077-00 DWcG. NAME SITEREV2.DWG SHEET 4 of 4