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HomeMy WebLinkAboutSDP200500101 Plan - Approved Final Site Plan and Comps. 2005-12-07GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORATION NOT). 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.D.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 CONSTRUCTIOiN. 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. SH000i THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES. 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PU1BLIC ROADS 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 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 BUILDIING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. 14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MOPE INITIAL LUMENS SHALL BE A FULL CUT01=F 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 SERVVNE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE STiART OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROS':i OR ALONG THE LINEE 0F= THE PROPOSED WORK ARE NOT NECESSARILY SHOWN (IN THE PLANS AND WIHERE 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 WATE711 AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SiJRVEY. 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 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. I ALL WA I L11 AIJU :ICYIC11 AI-'1'UI I I L14A1lLLb Al lL I U UL LUT. A I LU UU I blu L Ui ROADSIDE DITCHES. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE L;INE- GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL IERO'JION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAIINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA ERiOSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-102-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPEICTLION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLA SHALL BE .MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTIHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OIFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPRIOVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTIATION AS 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. B. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES (PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY (REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. TAX RIO wk32 PARCEL 19B BUSINESS PA K• MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY WP SCALE : 1' : 2,000 SITE TOTALS AND LAND USE DATA NOTES OWNER / DEVELOPER AIRPORT PARK LLC 3002 BERKMAR DRIVE CHARLOTTESVILLE, VIRGINIA 22901 TOTAL SITE AREA : 2.182 ACRES 95,026 S.F. AREAS: BUILDING COVERAGE: 20,057 S.F. 21% ( MAX. FLOOR AREA RATIO, MAX. LOT COVERAGE) IMPERVIOUS COVERAGE 56, 940S.F. 60% OPEN SPACE 18, 029 S.F. 19% PRESENT ZONING : LI LIGHT INDUISTRIAL PARKING SCHEDULE : INDUSTRIAL USE NOT IDENTIFIED ONE SPACE PER EMPLOYE., MINIMUM OF TWO CUSTOMER SPACES PER UNIT MAXIMUM NUMBER OF EMPLOYEES 501 PARKING REQUIRED 50 + 20 70 SPACES AND ONE LOADING SPACE PARKING PROVIDED 84 SPACES ANDONE LOADING SPACE MISCELLANEOUS NOTES : PROPERTY IS NOT LOCATED WITHIN A, RESERVOIR WATERSHED BOUNDARY SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES, LLC TOPOGRAPHIC SURVEY BY : B. AUBREY HUFFMAN 6 ASSOCIATES, LLC PROPERTY IS NOT IN THE 100 YEAR FLOOD PLAIN LIMITS SHEE r INDEX SHEET 1 COVER SHEET SHEET 2 SITE r)LAN SHEET 3 UTILITIES PROFILE SHEET 4 SOIL EROSION PLAN SHEET 5 LIGHTING PLAN PLAN PREPARED BY BUILDING OFFICIAL FIRE / RESCUE DIVISION ALBEMARLE COUNTY SERVICE AUTHORITY PLANNER (CURRENT DEVELOPMENT) ENGINEER (CURRENT DEVELOPMENT) VIRGINIA DEPARTMENT OF TRANSPORTATION 04 000 ' �Ar .g .. OH� ARTHUR F. ED ARDS v 1420-B Ar 0, 0 0 �0# 1 N11 4, % B. AUBREY HUFFMAN AND ASSOCIATES, I.I.C. CIVIL ENGINEERING LAND SURVEYING LAND PLANNING CHARLOTTESVILLE, VIRGINIA SHEET 1 OF 5 CB TOP 561 INV. 51 SEWER MH � I TOP 568.57 INV. 560.67 SAN, S' STORM MH � 15 5 I UHM StwtH L,kNt TOP 564.41 INV. 560.41 TAX MAP 32, -PARCEL 19B9 MARSHAL L, -I OLDMAN 111 ZONED '/'LIGHT INDUSTRIAL' 1 PRESEVT USE LIGHT INObSTRY 1 / / r / / 1 1 I T- S o.8. 664-32 v / DRAINAGE STRUCTURES 1 _ w _ ----------t m M �- Lo LL1 11 ► j 1 } I II Ln tl r�y. cD NO. TYPE L TOP I /Lo �� �\ �� SEWER MH j 566.6 N OtZ LL ! I I I \I TOP INV . 557 . �0 - - - - - � Z 1 __ --- CROSS ER ApKING � D \\ O \\ I 1 1 4 1 dcr- 1 I 551.00 SII W I1+ J W 1 I I \ r \ I 1 r+ I Q Q CD I 1 u I / �t / ;° J I n l W IL X Y 565.74 I I 11 8 DI cr � 559.70 •E� '� v J 9 � LT -CD 1 I I I Z I H - a I �� X00 1 cn ' II oLo I l o� Z Z Lu O t 1 t t =co J W cn I m l Lo m \ o later I NMI Lo u- z o I rl Z I \ a a 1 i Z� p I I J� i m oi I cu I- l cr X 3/ a aI Q ( Wco i o II 31 Lu l rn cn I aEL�/ 0 u utDi 'I z DI cn _ w (n1 TOP 566.74 w > (D c 1 INV. 563.19 Qa ;/�� �� n ! SEWER MH � I TOP 568.57 INV. 560.67 SAN, S' STORM MH � 15 5 I UHM StwtH L,kNt TOP 564.41 INV. 560.41 TAX MAP 32, -PARCEL 19B9 MARSHAL L, -I OLDMAN 111 ZONED '/'LIGHT INDUSTRIAL' 1 PRESEVT USE LIGHT INObSTRY 1 / / r / / 1 1 I T- �. / 1 oe Rip RAP CHANNEL I / \ 1 k\ 1 1\ 1 1\ 1 \ 1 \ \ 1 1 1 1 1 \ 1 1 1 1 \ 1 1 1 1 1 1 1 \ \ 1 ►, 11 1 1 1\ 1 1 1 1 1 \ \ 1 n 1 1 1 \\ 1 1\\ 1 I 1 1 1\ 1 1 1 1 1 \ 1 1\\\ k 1 S o.8. 664-32 v / DRAINAGE STRUCTURES 1 _ w _ ----------t m M �- _ - \\ LL1 11 ► j 1 } I II Ln tl r�y. NO. TYPE L TOP I 1 I ! �� 4:L 1 �. t 1 . LL W LD D N LL ! I I t 2 MH - - - - - �cr Z 1 __ --- CROSS ER ApKING � D \\ o � m cn 3 \\ \\ 550.22 1 4 MH 559.20 551.00 S T r W� W :..III I I I I Ij I I N \\\CD �. \\\ 0) \\\ 556.75 I II 6 / t: I I f ► I f 1 / �t / ;° J I n l W IL X Y 565.74 I 8 DI -1 559.70 �I v J 9 I m c�'• \ Z Q nj < cu Lo o� Z Z Lu O t W c LLJ x i J W cn f \ 1 i (D Ln Lo a cc i m 1 a a 1 H I > a 3/ a aI Q ( l w Z , I _�---- 1 I aEL�/ 0 u utDi (D cD CD / � W cr / (D w I Vln I t, ! l0 H IImo► IP j /' � I I 0-✓ cn Q ° r a( N I x o `'i J cv -P / , 1 cW� I z �� t •.1; r I t v� W � � �e 1 o ! I t uJ v 3j I /j I r I r 1 la m� { r t D. 1 I I 1 t I z a Zfcr I 1 I 014 co I 0� �1 mit W W / I II 0 (n< cr O W / ', W 1 CG -2 I I I I H �a W /LD) < i 3a> / o TOP 565.84 j / w � v // / 24I' WIDTH TRAVEL AISLE 1 I INV. 560.94 i i i Qat �� Z. ¢ L a: i / Lco LD o �p 1 Lo / 3 0 1 ►f1 15"I RCP t ID I / / C)w 1 t 170. 91/1' @ 1.0% J m 1 I I CG -2 i 1 3 z 0 I 325.08' / I /cr �c' 11 1 r II I S36 *27'03"E O I 1 ! I 1 I I o r LL.J 1 {i I ► l I I 1 ' TAX MAP 32 PAR�EL 19B u J / / t COMMONWEALTH OFA VIRGINIA n ZONED : LI LIGHT INDUSTRIAL t PRESENT USE : UNDEVELOPED o/ PAVED PARKING AND \VEHICULAR i CIRCULATION AREA = 53,040 S. F . SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS BOTANICAL 6 HEIGHT AT TOTAL HEIGHT TOTAL WIDTH AREA OIF TOTAL TREE MIN. CALIPER QUANTITY N MO /�/ COMMON NAME PLANTING IN 10 YEARS IN 10 YEARS CANOPY CANOPY AREA ACER SACCHARUM 1 1/2" 11 21 15,75 195 4 780 S.F. SUGAR MAPLE / CORNUS FLORIDA FLOWERING DOGWOOD 7 17 12.58 124 3 372 S.F. t' t CERCIS CANADENSIS 7 17 12.58 124 3 372 S.F. EASTERN REDBUD \ CB0 Top INV. 563. ela' 5� 30 ILEX CORNUTA 2 8 7.B 48 14 672 S . F . � � BURFORD HOLLY \ ` �. / 1 oe Rip RAP CHANNEL I / \ 1 k\ 1 1\ 1 1\ 1 \ 1 \ \ 1 1 1 1 1 \ 1 1 1 1 \ 1 1 1 1 1 1 1 \ \ 1 ►, 11 1 1 1\ 1 1 1 1 1 \ \ 1 n 1 1 1 \\ 1 1\\ 1 I 1 1 1\ 1 1 1 1 1 \ 1 1\\\ k 1 TAX MAP 32 PARCEL 19C1 WRB LLC o/ ZONED' LI LIGHT INDUSTRY PRESENT USE: DETENTION-STORMW!ATER BMP IF �'b ,� C f�t/ t� // /' / tt t' / ,'y RCP 31. �6' @/t1. 7 I �t R / / /t NOTE: THIS SITE WILL SATISFY STORMWATER DETENTION AND BMP WATER QUALITY VIA AN EXISTING ENHANCED AND EXTENDED DETENTION BASIN PREVIOUSLY APPROVED AND SIZED TO ACCOMODATE THIS SITE. '•ks1; ► 1 I I I 1 I I DRAINAGE STRUCTURES 11► 11 I II 11 II Q I Ir I ► j 1 } I II Ln tl r�y. NO. TYPE L TOP I 1 I �� 4:L 1 �. t 1 I ► I I 4 I I I LL ! I I t 2 MH LU 535.50 �cr SCD k 3 DI �1 k I I I i # r I I I 550.22 4 MH 559.20 551.00 Jlrlti i rl i I -3A 562.57 556.75 6 / t: I I f ► I f 1 / �t / l I I 1 I n l -1 565.74 8 DI -1 559.70 TAX MAP 32 PARCEL 19C1 WRB LLC o/ ZONED' LI LIGHT INDUSTRY PRESENT USE: DETENTION-STORMW!ATER BMP IF �'b ,� C f�t/ t� // /' / tt t' / ,'y RCP 31. �6' @/t1. 7 I �t R / / /t NOTE: THIS SITE WILL SATISFY STORMWATER DETENTION AND BMP WATER QUALITY VIA AN EXISTING ENHANCED AND EXTENDED DETENTION BASIN PREVIOUSLY APPROVED AND SIZED TO ACCOMODATE THIS SITE. u cr) t / SCALE: 1 " = 20' PLAN PREPARED BY INV. OUT 530.00 530.50 550. 12 550.90 558.65 560.46 561.24 555.00 551.00 �4,44+�H #OF��o� Ar :o �Z ARTHU ARDSA -0 1420-B OS U %14 foo##1/1/1144 B. AUBREY HUFFMAN AND ASSOCIATES, I.I.C. CIVIL ENGINEERING LAND SURVEYING LAND PLANNING CHARLOTTESVILLE, VIRGINIA SHEET 2 OF 5 STORM DRAINAGE STRUCTURES tl r�y. NO. TYPE L TOP INLET INV. IN t 2 MH 535.50 532.00 3 DI -3B 10 558.24 550.22 4 MH 559.20 551.00 5 DI -3A 562.57 556.75 6 DI -1 565.06 560.56 �t / 7 DI -1 565.74 8 DI -1 559.70 9 DI -3C 6 556.00 u cr) t / SCALE: 1 " = 20' PLAN PREPARED BY INV. OUT 530.00 530.50 550. 12 550.90 558.65 560.46 561.24 555.00 551.00 �4,44+�H #OF��o� Ar :o �Z ARTHU ARDSA -0 1420-B OS U %14 foo##1/1/1144 B. AUBREY HUFFMAN AND ASSOCIATES, I.I.C. CIVIL ENGINEERING LAND SURVEYING LAND PLANNING CHARLOTTESVILLE, VIRGINIA SHEET 2 OF 5 . • . - . . . . . . . . . - . . . . . . . . ,.,,.�:.-I.I..I.: ,,....I.. - . ' . . . . . . . - . . .,., _ . . . . - .,, ...,... , ,",. -,,, ,",. -,-, ,.,. 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NO 7 DT 1. . - . . „„ . . „,. . . ,,,, . . . . • I.I. . • ,.,. . . 11.1 . . . �, „ , ., ,. ,. ,., ,.,. 1 ... ,, ,,, ,.,, ,,, ,,,, . ,,,, - . ,,,, . • ,,,, . • ,,,, . . ,,,, • • ,,,, . . ,,,, • . ,,,, . . ,,,, . . ,,,, . . ,,,, . . ,,,, . . ,,,, . . ,,,, . . ,,,, . . ,,,, . . „ . . . . ,., . . ,,,,, . . „ „ . ,.,. .ST '4+ 2:98 . , „ „ ,.,. :,: :,: „,; I AN HQR I:QC,K REQ I,RED, .,. _., ,,., /I,,, '. . ,: . ; .,. 1111 .,. .,., 15:' RCP.: -1 , 1 1 d AQP 8� 52, : I ", ,-,- . - NO'5 , , DI -D ,,,, _ ,,,, . . ,,,, . . ,"," . . ",•, . . ,.,_ . . -2.I.-.:!2j.*.1.1II.1. ,•. . . ,-,• . . .., . . ,.,. - - ,-, - - ,-,- . . ,-, . . ,-,- . . ,-, . . ,-,- . . ,•, . : , ST{�. 4+'1 .62 -, , I. . - -,., . . - „55 4, ;�?1, N�/,, I 1 T„ -:- ,,,, -,-, ,,,, -,- I'll -,,, ,,,, -,. ,,,, -,., ,,,, ,,. -,., 1 . ..- ,,,, -,., .,„ -,- I'll -,-, .,,, 550 SE DET IL B LOW y •' -' I' STA' 2+45 7i ,,., .,. .,-, .,. _.. -,- ... .,., .•. _,.. -,. 565. D6 T P ,,,", ,-'- •' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -,:, ,:,: :,:, ,: : 1111 ,. 1.. 1 11 ..1, ,. �____..,:./-I-I.I.,I..III A-­-...._�..........­ ;,:, ,:•5 :11, @.1, ?°.:. 1111 NO:4 MH :''' , :': ,.,, :':' .,", :': ,",- i.12.,J..:..I.I......­I,. :':' ,,.. -' ,,,- 562. 558. 7 TOP.111 5:IN ,IN . . ,.,- -,-, ,•, . . ,. -,-, ,-, .,. ,.,• -,-, :,, ,.,. -,-, ,., _,. ,.,- -,-, ,,, :,, ,,,, -,-, :,_ ,,,, -,,, ,., :,; ,"," -,,, , ,560.4.. , .. ,, -, T:,., .. ,.,, :':' .. :,: 1111 :,: 1111 _ I.: :,:, . . ;,;, :,: kL7 _ , ,.,, .:.. . :,:, . . ;, ,:,: ;,:, ,:,: ;,;, ,:,; ;,;, .1.: .l1/ .,I.,.".I.II..III..I1] 1111 1111 :,: 1111 :,. 6TA. 1+56.19: . . 558. 5 IN -.OUT - - . - . . . . .,., . . . . . . . . . . . . ,,,, . _ . . . . . . ., . . . . . . - - . . . . . ,.,, ,,,, ,,, .11 .,., „ -1 ,,- J ,II.. ,,-I. ,,,.I-.�.I1. -.... .-�-..1.-. ... 1..,II­I..,.�.I...I.1. 1..I.I,....I'I-I..I.�.I. �, ' , 1 10, *. .I d.� . ,. -.II-I....II'.I.I.,..III ti� II . . . . . . 551 0 IN IN - - - - _ : : : : _ - - - : : :,: 1111 :,: ,: :,: 1111 :,: 1111 " 1111 I. 1111 540 -': :':' -'- - - - - :,-, _,,, -, @' No' DI - :B' 550. O:YN OUT :,: ;.;, :,_ 1111 :,. :,. :, :,: :, :,: -,:, :,: 1111 :,- :, :,: -,:, -,- 1111 -,: :,-. :,: :.-, -'- . . . . . . . . . . . :, :,: 1111 :,: 1111 :,: :,: ,�, ' 1111 1111 :,: 558.24 + ' T P :,: I.1. ...I :,:, ..I. . . :,_ .. .. _,_, ., _,_, .. .,_, _,- -„-, _,_ _,_, . . _,:, . . -,., i-i�i.....-=I..j-�.1.. -,. _,_, .. :,_, _,_ _,_, :,- .,., .. 1.iIj..I.,,....i.J.n-. _,_, :, j!i:.'."III4,.4..ti.I .. : . :':' ,:,: II:. ,.I :,: ,:,: :,:, ,:,: :,:, ,: I.I .i :, :,:, ,..: :,.. X....I...-......�...].-....-.:.'. �' , , ��° ,,,, ,,,, ,,,, 550 22 I V.'IN , ,.,, . . . . . - - - - . . . . . . . - , III.I - _ , . . . . . . . • . . - - ..,II - , - , - - . . . ' - . . . . I.,, . . .,., . . • . . . .,. . . ,,., . - .,, . .,., ,., . . ,. /.1I1I1 r,III . . .,,, . . .I II . . I -�- I I. I--...1. . �. -s ' `�� : : -," RCP : ;,: :,:, ,;,: .,;, ,;,: : :, :.. :,;, ,:,: I.I.,:,: :,:, ,:,. . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,:,: :,:, I. .I .,:, ,:,. :,:, ,:,: ;,:, ,.,: , ,I I. :,., ,:,: :,:, 530 . . • • . . . . -')0/ . . . . " . 4nr - , ,1:.75: ,. 5 / /°- ,.,, ,,., . .,. ,.,. .,., . .,,, . . .,., . „ .,. . . . , ' , ' . . .,., ' . ' , . . , ' , ' , . .,. ' . I , , ' . ' ,,. ' , ' . .,. , ' , ' -,., ' , , , . ' . ' ' . ' , ' . _,_, ' . . ,.,. . ' , ' . .,-, , , ' . . ,.,. , ' . ' . _, , . . .,. , ' . ' .,., .,. , , ' _ .,,, ' , . , ' . ' . ., ' � .,. , , . , -,., , , , , - .,. , , , , , .,_, i , .,. , , , . . .,_ i .. , " i . , . , .,., , . ' , .'- ' . ' -'-' - ... . . .... . . .... . ... - ,. . . „ „ . . ,,,. . . ,,,, . . ,,,, . . .,,, . . _ ,.,, . . .,,, . . , ,,,. . . 1.1. . . 111, . . . ,,, I. . . . . . . . , . . . . . . . . . . 0.'2 Nb MFt. . . . . . . . . . . . . . . - - - . - - - - - - - . . - - I ,,,, ,,,, ,.,. ,,., ,,,, ., ,,,. , Nd.1 85 ti, . ,,, TA.. 0+31 7.6 „ -,: .,, III ,.,, ,,,, ,,,, ,,,, ,,,, , , .," . . ",. . . . . . .,, . •,, . -,•, I:I� ,,-, ,, ._,-, . . . - ,.,, ,,. II II .,,, ,,,, ,,,, ,.,, ,,., ,.,, ,,,, ,.,. .,., II II ,,,, .I .I .,., :, :E -� T,QP, 3,5,.:5, :,:, ,:,: :,:, I. I. I.:. ,:,: ;,:, ,:,: :,:, ,:,: . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . - . . . . ,:,: :,:, ,:,: :,:, :,. :.:, ,:,: :,:, I: I. I.:. ,:,: :I:. ,:,: :,., ,:,: I..I ,:,; '53C'00. NV - , 32OO INLET . . . . . . . . . . . . . . -,., ,. ,_ ;3 a ,.,. 10 - ,_, .. - .I.I. U I..- II .I......I.'- I.. .1. .,, -„:. :o a,_, „_„ .,_, . .,, _'o o _,., „_„ 1111, „1 a ,_. .,, 1111, .,, _„ 0, _1111 �ij..I.j...i,.I.I,1.1 . = ,-­1 -'5 o- . :'.' _,..-II .,..,.. :,_ .'.' _ ..'.' _11 .1.1 _,..'.' . TERMINATE CONCRETE PIPE WITH A ,,, ,,, , ,,, , ,,, ,,, , :, , ,:, ,.. , ,_. ,.. ,_, , ,.. , ,:, ,_, . ,., , ,:, ,_, , ,_ , : ,_, , , _, , ,., ,_, , ,;, , ,.. ,_, , ,., , ,:, ,.. , ,:, ,: . . . _ . . . , . . , _ _ , . , _ , _ _ , . , _ . _ _ _ . , . . :. . _ _ : . , ... , ,, , ... , , ,, , , , , , , ., , _, , , _, , , ., , ., , ... , , ., , ., ., , ... , ., ., , ... ... , , _, , ... , ., ... , ., ... ... , ... , ., , , _, , . STANDARD END SECTION, STANDARD ENDWALL, OR TIE INTO ANOTHER DRAINAGE �.II I,-.. ... , ., ., , ,, , , , ... , ... ... , ... , , ,, , ,, , , ,, , ... ... , , ,, , , ,, ... , ... , , ,, 1-1 , , ,, , , ,, , ,, , , ,, , -1 ... , , ,, , , ,, , ,, , , ,, , , , , , . . , . , , , , . . , , , , . , , . , , , , , , , , , . , , . , . .. , , , , , . . , . , , , , . , , .. , . , , . , , . , , , ... , , , , , , , ,, , ,, , 1-1 ... , :, , , _, , ... :, , ... , :, ... _, , :, ... :, , :, ... :, , :, ... :, , _, _, , _, , _ STRUCTURE, SEE PLANS FOR REDUIRED F i 11 S 10 . , . . , . _ . _ , . _ . . . , - , - - - , _ , _ . , _ . . . , _ _ : . _ _ _ . , ,, ,, ,, ,, ,, TYPE OF STRUCTURE, SEE NOTE 2' - MIN. . . . . • . . . . . . . . . . . . . . . 1I, . . . . . . . . . . ..'.I�, . . . . II. . . . . . .,­.I . . . . . . . . . _ . . . . ..-.I I.�. . . . . . . -I'. -I..II . . . . . . . • . . . . • . . . . . . . . , . . . . . . . . . . . . . . . - - - - - - . ., ... ., ., , ., ., ., ... ., -, , ., ., ., _, ., ., , . 1.I ,.. . . . . . . . . . . . . . . . . . . . . . . ..,[1 ..I� I.I,_­' 1 I....�I .III .. ..­, .... :, ... :, , :, :, :, , :, : :, , :, :, :, :, :, , . I�. _ NOTE: MORTAR CONCRETE ANCHOR . ; ­ . : : . : :-I : . , • • • • • • • .1 • • • . • . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . .. . :, , :, , :, :, , -, , :, :, , :, , :, :, , -, ,.I :, , PIPE INTO THE WALL IF PRECAST �/ BLOCK SEE , , , , , , , , , , . , , , . . • . -' I.­ . :' • -' • :' -' • •' .I. . 'F STRUCTURES ARE USED . DETAIL B . . . . . . . . . . . . . . . . . . . . . 560 ., , ., , ., ., , ., ... ., , ., I., .' „ ., , ., , ., . ., , ., , ., ., , :, , :, . :, , , :, , :, . -, , :, , :, :, , -, , :, :, , : . . �j � SEE , . , : , . . , . . . , . . . , . • , . . : , . . ; . . , . . , : . . : - . . . . . . . , . . . . - . . , . - . , -, , ., , , ., , ., , - ..� -­ 121„ MI , ., , ., , ., ���:I'-I,..I.I..I... �_ru.Nr..-..­.....­.­.­...�.-..-.....-... 7 ., , ., ., ', , ., ., ., , ., ., ., -, , . - - - - - - - - - IIIII - - - - - - - - - - - - - - - y : . I,'. - ,8" SAN SEWER. / PIPE BEDDING ,.,. ,,,, II II p SEPARA"ION ,,,,, ,,,,, ,,, ,, ,,,,, .,,., ,,., .,,., ,... ,. NOTE 2 SHALL NOT BE ,,,, ,,,. .,., .I II .,,, ,.,. .,, ,,,, ,,,, II II , ,,, ,,,, . ,, _.. 7 �o.-....­-.-:........... .I II ,, , „ -„ .„ „- 4.51°,,:, 1. . BENT JOsiN USED ST'D. PIPE :11, �JS0 ., , .' :-- � RCF' :, -88 , .1.. ., , „:„ -„:, :,, :„:, „:„ ,:, „: :,,:, „. . (AS REQUIRED) JOINT LENGTH ,:,: ,:,: :,:, ,:,. .,:, ,:,; :,:, II II :,:, ,:,: :,:, II II : ,: :,: :. 5 II I-I...i... . ,. �..'. STA. 0+88, : : : : : ,: ,.. „:„ NO.4 DI -I' ,:„:, „" . I" I. „:„ ':„:, „:„ ,:„.. ; .1 :„ ... ,:, „-„ ,:„., „:„ ,:„.. „-„. #4 BARS REQUIRED , , , , , , : ; , ; , , : , : : , : , , : , . : , I , , : , : : , . , : , . : , . , , : , : : , . , , : , : : , : , :,,-, „-„ 551-. O IN ,IN-, .,, -1111 :,, :,,-, .,, .1111 555:d0 -,INV -OUT- ,-„-, .,, -„-, „-„ -„-, „-„- .,,: ;,:, . . :,:, . . :,:, . . :,:, . . :,:, .I'...III11. .,. .,,, .'. .,., .': .,. J A O . , -, , 550: Q ' I N. : OUT , -' , ., , :, , -, , , ., , -, ,, , , ,, , ,, , , ,, , , ,, , ,,, -.I ., , ., ., , ., 1.1 ., ., 1.1 .' , . @ 6" C -C #4 BARS REQUIRED EACH WAY . . • . - . . . . . . . . . . . . . . . . . . , - . . : , . , . - , , . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . :, , :, , , :, , -, , : , , :, , :, , :, , , :, , -, , : , , :, , , :, , :, , , ,, , , ,,,,, , , ,, , , ,, , ,, , , ,, , , ,, , ,, , ., , , ., , ., , , ., , , ., , ., , , ., .. @ 6" C -C EACH WAY , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , . , , , , , , , , , , , . , , , . . . . . . . . . . . . . . . . • . . • . . . . . . . . . . . , ,. . . . . . . . . . . . . . . . . . . _ . T T I L . . . . . . . . . . . . . . . . . . . . . . . . - - - . . „_„ ,.,,_, ,,. ,,,,,, ,,,,, ,,,,,, ,,,,, ,,,,,, ,,,,, ,,,,,, ,_.. ,.,,., ,... , ....., „.,, I., I., ,,. ,. .-.- -,., ,.,- -,., II .I -.-, II .I .,-, ,-,- ..-, -,. -,-, ,.,, .,-, ,I II :':' 8, ., , ., -, , ., , ., .., , :, , :, , ., , ., , ., , ., , ., , ., .., , ., , ., ... , :, , ., , ., , , :' -' , ., , :' , :, , :, , ., , . ° d . . I : , . . . . . . . . : . . . . : . . . . : . . - . . . . _ I, I, . , .­ _ , . I, . , .,. . , ., , ., , , ., 1-1 i , ... , ., , ., , , ., , ., , ., , , ., , ., , ., , , _, ... , ., , , ., , „ , ., ° , , , , ., ... , ., , ., , ., , , ., , ., , ., , ... ... , .. , ... , „ ... , ... , ., , ., , , ., , ., , ., , , ., , ., , „ , , ., , ., , -, , , _, , ., ., , , ., , - . , , . . , , , . . , . , . , . , . , . , . . , , . , , , , , , , , , , , , , , , , , , , , , . . . , , . , , , . .,,., .11.11. ,_, 0 o• • 1.1 1.1 ., .„ -. .,,., ._ „ ...�._.._O ._5__ „- - ...u._.. 1.11.1 .- .,, .�1 0,.,, .._ .,,., ..,_ 1. 11.1 .,, .,,., .,,. ...,,_._.,.._ . . . .... .,. .,-, -.. ..., .,. .,., .,. .,., -,. .,., .,. .,., . 1111.--... ..- __.,...F.. �._...... -.._.a. , , -, :, :, . _. .. - : :, .- :, :, .. .. .. -, .. ., .. .. _. ., . i W* : : . 1 1 : ; : ; : : : : : : : : : : : : :. 1 I., ... , , : , ., , :, , , :, :, , :, :, , , I , , , , , , , , , ... , , , , , , , , , , , , , , , , ED NOTE: . _ , , , 11 , , .. 1. .. , , , , , , , , , .. , ., I., .' ., ., ., ... ., ., , ., ., _, , ., ., ., ... ., 11 1 1, ., ., , ., ., ., , ., ., ., , ., .' .. ANCHOR BLOCK . , . . , . . , . . , . . , . . , . . , . . , . . , . . , .. . , : . , . . , . . , .. ... . , . 5-'7 O ., , ., , ., ., , ., , . , ., , , ., , ., ., , ., , ., ., , ., , ., ..I , ., , ., , ., , ., , ., ., , ., , ., ., ., , ., ., , . 3Z MAY BE . . . , . , . : . , . , . , . . , . , . . . , . . . : . , .. . .. ... . , . , .. . r�-.-1i.j.2j..-J1J,.,.j.I. 1, CONCRETE FOR ANCHOR BLOCKS SHALL BE 4000 PSI MINIMUM. ROUND _ _ . . . - . , _ . _ _ _ _ . _ _ _ . _ _ . _ . . _ . _ _ , , , ., , ., , _, .. , ,, , ,, , ... , ... ... , , ,, , ., ... , , ., , , ., , ., , ... , , ., , ., , , ., , . r,,. O R SQUARE , , , . . , , , , . , , . , . , , , , , , , , , , . , . , , , , , , , , . , . , , . , . . , , . , , , , . , , , , , , . .. , , , -, .. , I., ... , -, , , :, ... I., , :, ... , :, , :, I., I., , , :, , , -, , .. , , _ , , .. , -, , , .. , .. , .. , , .. :, , -, :, :, , :, :, 2. REQUIRED CONCRETE PIPE. SEE PLANS FOR LIN. FT. QUANTITIES. THE LIN , FT . COST FOR THE PIPE IS TO INCLUDE FURN7ISHING AND d 3 , : : , : , : , , , : , : , : : :.: : , : :.: :.: .. ... , ., , , ., , ., , I. , ., , ., , ... , ., , ., , , ., , . , ., , ... , , ., , ., , , ,, , , ,, , ,, , , ,, , ., , ., , , ., . .., , , ., , ., , -, , , ., , , , , . , , , , . , , , , , , , , , . . , , , . , , . , .. , , , . . 11 , , , , . , , , , , , , . , , , , , , , . . , , , " " " " , " , , :, , :, , , :, :, , :, , :, :, , :, , :, :, , : PLACING THE ANCHOR BLOCKS . _ , _ _ , : , : , : : , : , _ , : : , : , : 11 : , _ , :. _ _ , : , : .1 , : , : , , . 560 , , _, , :, , ,, , ­. , , ' , , :, , , :, , _, , , :, , :, , , , _, :, :, :. �II,..II,�rI ° .-1 _ : :.: d 3. WHERE ANCHOR BLOCKS ARE REQUIRED, THEY ARE TO BE .. . . . . . _ _ . . . . • • . • • . . . . . . . . . . . . - . . . . . . . ,,, ,,, , ,,, , ,,, , _- - -, .PROP Ed r'T I'S'FfE0 GRADE ., , ., ,., ., , ., ... ., ., I. ., , ., ,., ., , ., ... ., ,. INSTALLED AT EVERY OTHER PIPE JOINT UNLESS ° . ' . . , . . , . . , - . II . .I . , . . II , -I.....�-..I.Il.-�IIlI.II�:.I� . . . .. . . . . : . . . , - . , : . , ., , '.- -�_, __ - 1 , , ., , , ., .. II OTHERWISE SPECIFED, I.I..�,.I. .III . , . ,., ,,.,, ,.,, 11.11 ,., „ .GROU ,,,,, ,,,,, -.-.-.-­.........-.-......,- ,;,-,., ,.,... 11.11 1 I.1 ,,.,, ,_,... ,... , ,.,,., ,,.,,. „„ ,,,, ,,,. .,,, ,.,, „I, „ , I.,. .,„ ,,,. .,,, .,,, „„ „,. ,II I :,1,5," CP " , :, , .. , , .. , _, , _, , ... , _, I., , , _, _, , :, :, , : 4. REDUIREO CONCRETE PIPE MUST BE TERMINATED AT THE 70E OF . II. ' ' . . I I. . ' ' . . I. .. I .. .. I. ' .. . . . . ' . . I . r�rJ© :, :, _, , : �_........_........* - - - - - - - - - - - - . . . . . . . - - - - , -.1 , : THE FILL SLOPE WITH AN APPROPRIATE END TREATMENT. FOR 3 1 SLOPES AND FLATTER THE PIPE MAY BE TERMINATED WITH A STANDARD W AS SPECIFIED ON THE PLANS :, _ _ . •, --.......­:........'-.. _ -2..52.' .@ _ • , _, , _, . _ , , _, , -, , . , ., , _, . , , ., , _, , _ . - . - - . - . . - I - - I - I I - I - - . - . I .. - : I - I I - I . . . . . . . . . . . . . I - . - I . - . I - � - - I - : - :' :' : :' : :, , : END SECTION OR TIED INTO ANOTHER DRAINAGE STRUCTURE. FOR SLOPES (O + 4' MINIMUM) , :.: . , . , , ..: , : , : : , : , : , ; , : :.. ... , -' -' -' -' NO 9 ' DI BE ' STEEPER THAN 3 . 1 (MAX 10: 1) THE PIPE MUST BE TERMINATED WITH A -. . ., N0.3 DI -3 - ST "55 0+62.52 - -' ' .' •' ' . ' .' -' ' STANDARD ENDWALL OR ANOTHER DRAINAGE STRUCTURE APPROVED BY T= 6' FOR D = 12" - 42" . , • • :,:, . • • • • • • • I.I. • • � • :,:, . • . • :,., . . .II . • I.:I • • . . :.:, . . • . I.I. ,., , 00, OP , , ' "' ' " , , :' „-„ ,:„:, „:„: ,:,: ,:,: I.I. ,:,: ,:,: I. .I.: ,:.: ,:,: 5'40 , '"''55812410A-.'-, , ,., , ., .., ., , ., ., :' 55-:00 : NV. O ., T ., -. - „ :„ : • • . .' , I. THE ENGINEER. T= 8" FOR D = 48" 6 LARGER . , :„ -, „ :„ 560." . 2� IN ­. .OUT „ :„ III , :„ :, „ :„ , : , -, , , :, , :„ :, . .­.1 ...O,� „ -„ ,, , -„ :, , , :„ , -„ :, „ :„ , -„ -, „ :„ , :„ -, II­II�.II . . : , : , . . : , : , . . : , : , . . . . . . : , : , . . '.I . , . . . . , . . . : , : , . 6 © ., ., . ., . . ., I., . • . ., . . ., ., . . . ., . . ., , ., . . . ., . . ., I., .......-..-....................-- . . . ., , . . ., ... . . . ., . . ., , ., . . . ., . . ., , ., . . . ., . . .' .., . . . , . . . - . - . - . , . I. - .. . - . 1, . - - 1111 .. SPECIFICATION REFERENCE TYPICAL METHOD 0� INSTA��ATION AOR PIPE ON FI�� ��OP� ..:1 „-„ .. - „: , :„:, „-„ ,:„- „-„ :„:, ...... „:„ .:„:, „: .. 1111:, :,, ,:„:, „:„ 1111, :,, 1111, 1 1 ---- 1 1' 1 1 --.. 1 1 1'1 .... 1 1, 111 .... 1,:, 111 ---- 1,:, 1 1 - - 11:, .. 111 1,:. . 111 .... 1.:, ................ .. I. VIRGINIA DEPARTMENT OF TRANSPORTATION , ., , -, , , .. , , ,, , ., , ., , , ., , , ., , ., „ ,, , , ., , ., , ._L.- , , ,, , ,, , , ,, , , ,, , ,, „ _.. ., , ., ,,,, .,, ,,,, ,,. ,,,, 11 1 1 11 ,,,, .,, 1.11 ,,,. .,,, 1111 ,_„:, „... .„0 :.0.,, ,_„_, „.„ ,.„., .,0i5 ,,.,, ,111.1 .,, ,.,.1, 0'.., . ,., .,, ... .,, 1111, 1111 .,. .,., .,. .,., .,. .,., .,. . I .,. .,., .,. .,., .,. .,., .,. .,., SHEET � OF 5 RADIUS ITANGENT I ARC ICHORD BEARING CHORD TOTAL DISTURBED AREA = 2.0 ACRES 900.00000,1 96.66274'1 192.58723'1 N45 •25 ' 018"E 192.22000' SOIL TYPE : HAYESVILLE LOAM EXISTING VEGETATION : AREA IS PRESENTLY COVERED WITH DENSE GRASSES, WEEDS, UNDERBRUSH OF VARIOUS KINDS AND MAINLY CEDAR TREES ALONG THE NORTHEASTERN BOUNDARY LINE. THE EXPORTING OF WASTE MATERIALS AND IMPORTING OF FILL MATERIALS TO BE TRANSPORTED TO AND FROM A SITE THAT HAS A CURRENT APPROVED SOIL EROSION PLAN WITH A CURRENT BOND. ' 1 MAINTENANCE: // /1/ IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED ;j WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL / I BE CHECKED IN PARTICULAR: THE SEDIMENT TRAPS WILL BE CHECKED REGULARLY !' ,' RIP RAP CHANNEL �! FOR SEDIMENT CLEANOUT AND THE SILT FENCE WILL BE REPAIRED OR REPLACED / AS NEEDED. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD t' �S STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.11 _ STORM MH LD ,,"1!5" STORM SEWER L;NE !/ _�\ °�°? \\ CB TOP 564.41 �' �' /� LL, `\ z rn cn \ INV. 560.41 ' �' / J I ��� ` TOP 566.00 TAX MAP 32 .'PARCEL 19B9 ,� / +- ! w INV. 565.00 t MARSHALL �OLDMAN /' // o�' J 1 wo>z tl ZONED :/'LIGHT INDUSTRIAL'' ,/ ` _ �RApING - \ , 1 PRESEVT USE LIGHT INDUSTRY U�1ipN 560 1 CLEAN o 71' \ 1 (D \ 1 r \ \ \ i ) , _ _ o o Lp \ p \ SEWER MH ! I I \ 1 m w" Lon "`'.' \ \ w \ \ \ L 1 cry \ \\ a: \ \\ ti -I \ I TOP 566.6 ) 1' I _ I HZ � \, INV, 557 . �0 _ , 1 \ - -- Ln - ! 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I LEGEND PRESENT USE UNDEVELOPED of 3.02 CONSTRUCTION ENTRANCE CE 3.15 TEMPORARY SLOPE DRAIN TS ,/ // •r rr '� r` !!';` `V 3.03 CONSTRUCTION CRS 3. !8 OUTLET PROTECTION o O ROAD STABILIZATION 3.05 SILT FENCE SF 3.30 TOPSOILING TO / / 3.07 INLET PROTECTION IP O / 3.3i TEMPORARY SEEDING TS � \ r 3.08 CULVERT INLET PROTECTION CIP 3.35 MULCHING MU 3.09 TEMPORARY OD 3.39 DUST CONTROL OC / � CB DIVERSION DIKE \ TOP 563, a TEMPORARY ST INV. 5; . 30 3.13 SEDIMENT TRAP / / DRAWN BY ;,JOHN D OMHELLER v A- I,r 11171! 1 l t\ 3 S\ j'. 1 C I C I I I / Ui N C 1 L) w 4 1 `,� I H t.. •• wI'� I 4 4:1 1+ 111 ti \ i 1;111 d`; , 1 1 I I I I 1 I O W(*f�� I I hM , t 1 I I Z I a rn t cYj > .•� .ti �� I �•+ N 1 .I It F I. w x II 1 ..1 g `} #: t i i t 1 •� 1► y 1 I II zl�. lam m �, 1'� 1 1';r ({ I I F l;t l{ 1 1 t 1r f i W I I I^ `j k 1' s t f q { I}{ I ! i l I p. 1 I I �a I I I V >- z J I o 1 1 I I 1 t! i{ ., I r•; I I a cn l t I I:{ I t .;� { I i I I I w O 1< I I 1 fi t t j{ s i [ I I c r I O m J Iq` I r{'}i {!t{ 1 I LD I I O > , t<, I;I I I j fi{itt`r r 1 I I I (4c cc o Q oac U, C L t 1. 1 LL Jf 1 o f II j Ir O tL! 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RCP/ �. /, ,/ THIS SITE WILL SATISFY STORMWATER DETENTION AND BMP WATER QUALITY VIA AN EXISTING .76' ENHANCED AND EXTENDED DETENTION BASIN 2 )1 , l / '/ ,/ PREVIOUSLY APPROVED AND SIZED TO ACCOMODATE THIS SITE. / f W STORM DRAINAGE STRUCTURES / NO. TYPE L TOP INLET INV. IN INV. OUT T 1 ES -1 530.00 // E / / ,' ,' /''� 2 MH 535.50 532.00 530.50 3 DI -36 10 558.24 550.22 550.12 4 MH 559.20 551.00 550. 90 5 DI -3A 562.57 558.75 558.65 6 DI -1 565.06 560.56 560.46 rfl 7 DI -1 565.74 561.24 !r) t' f/,-), ! l B DI -1 559.70 555.00 `� J r! 1 9 DI -:3C 6 556.00 551.00 l/ ) / ! �f SCALE: 1 " = 20' %444 H n--- o ��iII��Li�yti7�17A_1�[�P►I1 4� Ar �Z 4p OCTOBER 5, A EDWARDSD� 1420-B Ar 00, REVISIONS ,` ++ }I }1 JD ENGINEERING COMMENTS OF ; 1 , tl ZONED :/'LIGHT INDUSTRIAL'' ,/ ` _ �RApING - \ , 1 PRESEVT USE LIGHT INDUSTRY U�1ipN 560 1 CLEAN o 71' \ 1 (D \ 1 r \ \ \ i ) , _ _ o o Lp \ p \ SEWER MH ! 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I LEGEND PRESENT USE UNDEVELOPED of 3.02 CONSTRUCTION ENTRANCE CE 3.15 TEMPORARY SLOPE DRAIN TS ,/ // •r rr '� r` !!';` `V 3.03 CONSTRUCTION CRS 3. !8 OUTLET PROTECTION o O ROAD STABILIZATION 3.05 SILT FENCE SF 3.30 TOPSOILING TO / / 3.07 INLET PROTECTION IP O / 3.3i TEMPORARY SEEDING TS � \ r 3.08 CULVERT INLET PROTECTION CIP 3.35 MULCHING MU 3.09 TEMPORARY OD 3.39 DUST CONTROL OC / � CB DIVERSION DIKE \ TOP 563, a TEMPORARY ST INV. 5; . 30 3.13 SEDIMENT TRAP / / DRAWN BY ;,JOHN D OMHELLER v A- I,r 11171! 1 l t\ 3 S\ j'. 1 C I C I I I / Ui N C 1 L) w 4 1 `,� I H t.. •• wI'� I 4 4:1 1+ 111 ti \ i 1;111 d`; , 1 1 I I I I 1 I O W(*f�� I I hM , t 1 I I Z I a rn t cYj > .•� .ti �� I �•+ N 1 .I It F I. w x II 1 ..1 g `} #: t i i t 1 •� 1► y 1 I II zl�. lam m �, 1'� 1 1';r ({ I I F l;t l{ 1 1 t 1r f i W I I I^ `j k 1' s t f q { I}{ I ! i l I p. 1 I I �a I I I V >- z J I o 1 1 I I 1 t! i{ ., I r•; I I a cn l t I I:{ I t .;� { I i I I I w O 1< I I 1 fi t t j{ s i [ I I c r I O m J Iq` I r{'}i {!t{ 1 I LD I I O > , t<, I;I I I j fi{itt`r r 1 I I I (4c cc o Q oac U, C L t 1. 1 LL Jf 1 o f II j Ir O tL! 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RCP/ �. /, ,/ THIS SITE WILL SATISFY STORMWATER DETENTION AND BMP WATER QUALITY VIA AN EXISTING .76' ENHANCED AND EXTENDED DETENTION BASIN 2 )1 , l / '/ ,/ PREVIOUSLY APPROVED AND SIZED TO ACCOMODATE THIS SITE. / f W STORM DRAINAGE STRUCTURES / NO. TYPE L TOP INLET INV. IN INV. OUT T 1 ES -1 530.00 // E / / ,' ,' /''� 2 MH 535.50 532.00 530.50 3 DI -36 10 558.24 550.22 550.12 4 MH 559.20 551.00 550. 90 5 DI -3A 562.57 558.75 558.65 6 DI -1 565.06 560.56 560.46 rfl 7 DI -1 565.74 561.24 !r) t' f/,-), ! l B DI -1 559.70 555.00 `� J r! 1 9 DI -:3C 6 556.00 551.00 l/ ) / ! �f SCALE: 1 " = 20' %444 H n--- o ��iII��Li�yti7�17A_1�[�P►I1 PLAN PREPARED BY "'###tk"' B. AUBREY HUFFMAN AND ASSOCIATES, LLC. CIVIL ENGINEERING LAND SURVEYING LAND PLANNING CHARLOTTESVILLE, VIRGINIA SHEET 4 OF 5 4� Ar �Z 4p H • A EDWARDSD� 1420-B Ar 00, PLAN PREPARED BY "'###tk"' B. AUBREY HUFFMAN AND ASSOCIATES, LLC. CIVIL ENGINEERING LAND SURVEYING LAND PLANNING CHARLOTTESVILLE, VIRGINIA SHEET 4 OF 5 LUMINAIRE Avg SCHEDULE Min Max/Min Avg/Min X 0.2 fc 0.5 fc STATISTICS Description PROPERTY LINE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts AERIS ARCHITECTURAL ONE 400 WATT CLEAR Lt113852.ies 32000 0.72 455 W -II i ASW2 400M SR2 BUILDING MOUNTED ED28 METAL HALIDE, + 2.2 fc 7.6 fc 0.3 fc LUMINAIRE, SR2 HORIZONTAL POSITION, 1 OCi -85.0 360.5 20.0 20.0 135.0 0.0 (SEGMENTED TYPE II, 358.6 0.0 2 OCI PARKING LOT 277.0 20.0 20.0 135.0 ROADWAY) -168.3 275.1 0.0 3 W -IV 22.7 255.6 20.0 20.0 DISTRIBUTION, 40OW MH 0.0 22.7 255.6 0.0 4 W -IV -42.8 192.3 W/ CLEAR LAMP. 20.0 138.0 0.0 -42.8 192.3 AERIS ARCHITECTURAL ONE 400 WATT CLEAR 5 W -III i ASW2 400M SR3 BUILDING MOUNTED E028 METAL HALIDE, Ltl138B4.ies 32000 0.72 455 194.8 0.0 6 OCi -127.0 LUMINAIRE, SR3 HORIZONTAL POSITION. 20.0 135.0 0.0 -125.1 316.1 0.0 7 OBi (SEGMENTED TYPE III, 102.5 20.0 20.0 53.1 0.0 -51.8 104.1 0.0 8 ASYMMETRIC) 38.5 45.0 20.0 20.0 -1.0 0.0 38.5 47.7 0.0 DISTRIBUTION, 40OW MH W -IV 182.0 135.0 20.0 20.0 132.4 0.0 182.0 W/ CLEAR LAMP. 0.0 10 W -III 74.5 127.5 ASW2 400M AERIS ARCHITECTURAL ONE 400 WATT CLEAR 20.0 W -IV 5 SR4W BUILDING MOUNTED E028 METAL HALIDE, Lt113858.ies 32000 0.72 457 174.5 ❑ 20.0 -43.1 0.0 LUMINAIRE, SR4W HORIZONTAL POSITION. 0.0 12 W -IV 128.5 103.0 20.0 20.0 132.4 (SEGMENTED TYPE IV 128.5 103.0 0.0 WIDE, FORWARD THROW) DISTRIBUTION, 40OW MH W/ CLEAR LAMP.. ❑ OAi i AS2 400M SR3 ARCHITECTURAL ARM- ONE 400 -WATT CLEAR Lt130099.iee 32000 0.72 462 MOUNTED CUTOFF ED -28 METAL HALIDE, WMINAIP9 WT,TH W HQRJTZQNTA ROSITM: ARCHITECTURAL ARM- ONE 400 -WATT CLEAR ❑ OBi i AS2 400M SR3 HSMOUNTED CUTOFF ED -28 METAL HALIDE, LTLi1729.IES 32000 0.72 462 o LUMINAIRE WITH SR3 HORIZONTAL POSITION. REFLECTOR, BLACK INTERNAL HOUSE SIDE SHIELD. ARCHITECTURAL ARM- ONE 400 -WATT CLEAR ❑ OCi 3 AS2 400M SR4SC MOUNTED CUTOFF EO -28 METAL HALIDE, Lt1SO100.iea 32000 0.72 462 e LUMINAIRE WITH SR4SC HORIZONTAL POSITION. REFLECTOR. Symbol Avg Max Min Max/Min Avg/Min X 0.2 fc 0.5 fc 0.0 fc N / A N / A + 2.2 fc 7.6 fc 0.3 fc 25.3: 1 7.3: 1 LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 OCi -85.0 360.5 20.0 20.0 135.0 0.0 -83.1 358.6 0.0 2 OCI -170.3 277.0 20.0 20.0 135.0 0.0 -168.3 275.1 0.0 3 W -IV 22.7 255.6 20.0 20.0 138.0 0.0 22.7 255.6 0.0 4 W -IV -42.8 192.3 20.0 20.0 138.0 0.0 -42.8 192.3 0.0 5 W -II -99.0 194.8 20.0 20.0 227.9 0.0 -99.0 194.8 0.0 6 OCi -127.0 318.0 20.0 20.0 135.0 0.0 -125.1 316.1 0.0 7 OBi -54.0 102.5 20.0 20.0 53.1 0.0 -51.8 104.1 0.0 8 OAi 38.5 45.0 20.0 20.0 -1.0 0.0 38.5 47.7 0.0 9 W -IV 182.0 135.0 20.0 20.0 132.4 0.0 182.0 135.0 0.0 10 W -III 74.5 127.5 20.0 20.0 223.1 0.0 74.5 127.5 0.0 11 W -IV 117.0 174.5 20.0 20.0 -43.1 0.0 117.0 174.5 0.0 12 W -IV 128.5 103.0 20.0 20.0 132.4 0.0 128.5 103.0 0.0 Southeast View Not to Scale OCTOBER 5, 2005 REVISIONS `rir, r l Arl (r. rnMr i JTATTnrin r n[-rAnf r1 :NATION CONCEPTS & SALES JEST CLAY STREET )ND, VIRGINIA 23280 304-358-2300 )4-358-2573 LIGHTING PLAN AIRPORT BUSINESS, PARK B. AUBREY HUFFMAN & ASSOCIATES, LLC CIVIL ENGINEERING LAND SURVEYING LAND PLANNING CHARLOTTESVILLE, VIRGINIA SHEET 5 OF 5