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HomeMy WebLinkAboutWPO201300015 Plan - Approved 2013-02-20GENERAL NOTES OWNER. IMP 09400 -00 -00 -07400 CENTRAL VIRGINIA REAL ESTATE VENTURES, LLC r CONTACT NEAL SANSOVICH GLENMORE LEAKE K2 LOTS 24 2000 RED HILL ROAD CHARLOTTESVILLE, VA 22903 434 -962 -2150 TMP 093A4- 00- 00 -000JO GLENMORE ASSOCIATES LIMITED PARTNERSHIP 1750 PIPER WAY KESWICK, VA 22947 TELEPHONE: (4J4)817-0525 CONTACT JEFF GAFFNEY 500 FAULCONER DRIVE CHARLOTTESVILLE, VA 22903 (434) 981 -1882 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 TELEPHONE. (434)293 -3719 FAX.- (434) 293 -2813 CONTACT- SCOTT COLLINS, P.E. EMAIL: SCO TTOCOLLINS-ENGINEERING. COM TAX MAP NO.: PORTION OF 093A4- OO- 00 -0OOJO AREA: 0.39 AC. PROPOSED FOR PORTIONS OF LOTS 26 & 27 all AC. ADDED FOR OPEN SPACE ZONING. PRD ZMA -2006 -016 APPROVED 12191OZ PROFFERS INCLUDED IN THIS PLAN. ZMA -99 -016 ENTRANCE CORRIDOR OVERLAY DISTRICT PORTION OF 09400 -00-00 -07400 AREA: 4.11 AC. PROPOSED FOR PORTIONS OF LOTS 24 -27 & 29 ZONING: PRD ZMA --2006 -016 APPROVED 12191OZ PROFFERS INCLUDED IN THIS PLAN. USE: SINGLE -FAMIL Y RESIDENTIAL SUBDIVISION STREETS. • ROADSIDE DITCH TOPOGRAPHY TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR AT COMMONWEALTH LAND SURVEYING, LLC IN MARCH, 2011 & IN FEBRUARY, 2013. VEGETA TION: ROLLING GRASS FIELD WITH EXISTING TREES BUILDING SITES.- PARCELS 24 -27 & 29 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SUBJECT PARCELS WATERSHED: THIS PROPERTY IS NOT LOCATED IN A RESERVOIR WATERSHED U77LI77ES• THESE PARCELS SHALL BE SERVED BY PUBLIC WATER AND SEWER. WATER AND SEWER EASEMENTS TO BE CENTERED ON AS -BUILT LOCATIONS FOR WATER AND SEWER. THIS PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL- FORESTAL DISTRICT. NORTH ARROW DETERMINATION: RECORD NORTH, 2004 I SETBACKS: a. FRONT YARD: DEPTH OF FRONT YARD SHALL BE NO LESS THAN TWENTY- FIVE(25) FEET EXCEPT, IN FUTURE COTTAGE SECTIONS, THE FRONT YARD MAY BE REDUCED TO TEN (10) FEET,• b. SIDE YARD. DEPTH OF SIDE YARD SHALL BE NO LESS THAN FIF7EEN (15) FEET EXCEPT, IN FUTURE COTTAGE SEC770NS, THE DEPTH OF THE SIDE YARD SHALL BE NO LESS' THAN THREE (3) FEET: c. CORNER SIDE YARD. DEPTH OF SIDE YARD LOTS LOCATED AT S7REET IN7E'RSEC11ONS WITH COMMON OPEN SPACE OF A MINIMUM WIDTH OF FIF1E'EN (15) FEET BETWEEN THE LOT AND ONE OF 7HE STREET'S RIGHT -OF -WAY MAY BE REDUCED TO SEVEN AND ONE HALF (7.5) FEET. d. REAR YARD: DEPTH OF REAR YARD SHALL BE NO LESS THAN TWENTY' (20) FEET EXCEPT IN CASES IN WHICH THE REAR LOT LINE ABUTS COMMON OPEN SPACE OR THE GOLF COURSE, THEN THE REAR YARD OF SUCH LOT MAY BE REDUCED TO TEN (10) FEET. 77-IERE IS NO FLOODPLAIN LOCATED WITHIN PROJECT LIMITS (FEMA MAP ,# 51003CO475D) THERE IS NO WPO S7REAM BUFFER WITHIN PROJECT LIMITS SEC77ON K2 DEVELOPMENT SHALL NOT EXCEED 110 SINGLE FAMILY UNITS (ZMA- 2006 -016, PROFFER 1). 76 OF THESE UNITS ARE IN ADD177ON TO AND NOT COUNTED AS PART OF 7HE TOTAL PERMITTED IN GLENMORE PRD (2'MA -1999 -016) GLENMORE LEAKE OPEN SPACE TABULATION PLAN TOTAL AREA (AC) OPEN SPACE (AC) % OPEN SPACE ZMA -2006 -0016 12 -19 -07 APPROVAL 111.73 46.09 41.3% THIS PLAN NO CHANGE 1 - 0.39ac. & +0.11 ac. 3.09 TOTAL 111.731 45.81 41.0% My __. TOMM.47mma :'757 i • �., ROAD, WPO & UTILITY PLANS SCOTTSVILLE DISTRICT ALBEMARLE , VIRGINIA SHEET LAYOUT SCALE: 1" = 150' CURRENT 0WNERAjjjM9H2 CENTRAL VIRGINIA REAL ESTATE VENTURES, LLC 2000 RED HILL ROAD CHARLOTTESVILLE, VA 22903 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 VICINITY MAP r' _I EXIS77NG CULVERT # OF LOTS CUL VERT SECTION K2B U DROP INLET & STRUCTURE NO. STRAW BAIL BARRIER CURB CSSr`r l _8 CURB & GUTTER FOR APPROVAL 3.09 LOTS 9 -16 PROPOSED PAVEMENT -8 SUBMITTED EC -3A DITCH (MID 8" 3.14 DEPTH OF EC -3A DITCH SUBMITTED EC -2 DITCH 6" DEPTH OF EC -2 DITCH _5 EARTH DITCH FOR APPROVAL DRIVEWAY CULVERT NET LOTS BENCH MARK - _, - CLEARING LIMITS - VDOT STANDARD .STOP SIGN -- - - - - -- 200-- - - - - -- EXISTING CONTOUR 3.20 FD P, PROPOSED CONT&Yfe 310 DV 240.55 PROPOSED „SPOT ELEVATION ^- 7BC DENOTES TOP /BACK OF CURB PS T/B DENOTES TOP OF BOX GLENMORE SECTION K2 LOT TALLY TABLE jp�El'�lJIHOIi�lt ficd�o4lot. �. � 1�1 .p1�d,�1Mb�lIOy��MIIi'lilflrMtlr mmm�c9 ��a�.0 @,usmaa wrft assmutiuG w4mb,•cd�b+ Ap r1.�a. Y.�•ii6�•ya,ye�w��ul .�llA mo rnaem�l�kL�ruljlNt�lM�. bWO aYw�llfDlOia�OjO ibAmub l bbad ow YOM $ )i1�i61Ci91� SCALE: 1" = 2000' # OF LOTS GLENMORE SECTION K2B 110 TOTAL APPROVED STRAW BAIL BARRIER LOTS 1 -8 CSSr`r l _8 SUBMITTED FOR APPROVAL 3.09 LOTS 9 -16 WOR N -8 SUBMITTED FOR APPROVAL (MID LOT 28 3.14 -1 SUBMITTED FOR APPROVAL 3.07 LOTS 24 -27 & 29 _5 SUBMITTED FOR APPROVAL 3.05 NET LOTS CE 88 AVAILABLE 3.02 CD jp�El'�lJIHOIi�lt ficd�o4lot. �. � 1�1 .p1�d,�1Mb�lIOy��MIIi'lilflrMtlr mmm�c9 ��a�.0 @,usmaa wrft assmutiuG w4mb,•cd�b+ Ap r1.�a. Y.�•ii6�•ya,ye�w��ul .�llA mo rnaem�l�kL�ruljlNt�lM�. bWO aYw�llfDlOia�OjO ibAmub l bbad ow YOM $ )i1�i61Ci91� SCALE: 1" = 2000' 1 ERQSIOIV CmoL HANOB4OOK SPEC/FlCAT/OIN,MNUMBER�M� EXISTING CONDITIONS 3 STRAW BAIL BARRIER 3.04 CSSr`r l 5 ROAD PLAN TEMPORARY DIVERSION DIKE 3.09 ST WOR N TEMPORARY SEDIMENT TRAP 3.13 SB (MID SEDIMENT BASIN 3.14 0 0 > INLET PR07EC77ON 3.07 9Y: 'JtMPAdtA Nail, 4 P-1 L • SIL T FENCE 3.05 D U) 0_ CE by the Albemarle ntinty 4 C: CONSTRUCTION ENTRANCE 3.02 CD ' CHECK DAM 3.20 FD P, TEMPORARY FILL DIVERSION 310 DV DIVERSION 312 PS PS PERMANENT SEEDING 3.32 TOPSOILING 3.30 CIP CULVERT INLET PR07EC77ON 3.08 DUST CONTROL 3.39 TEMPORARY SLOPE DRAIN 3.15 I 5A SAFETY FENCE 3.01 > , P, 7EMPORARY RIGHT -OF -WAY 3.11 DIVERSION Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 ROAD PLAN 6 EROSION & SEDIMENT CONTROL PLAN 7 STORMWATER MANAGEMENT PLAN 8 NOTES & DETAILS 9 UTILITY NOTES & DETAILS TOTAL NUMBER OF SHEETS a{rtpdtl�8 ftfadrOWMAJ4aQitM 11t1�i1rRl�t A9W �IIm �p pp( �1 �QM101Ej�Y113�! •�•�"�""••'• ° - � uAmo t*awiW1'5+iY 21D73r �Mltb/�OQ}RlQti0OD4Ct�4b. �l It �1ciom TM#M0dwT*71 kA.fr+��ilm. rmot aa�+ �� Ai11.�1t9N ddwwd4*p4wh room +twnlb aft ,�bsa0upiorotd+ rMdmv.7�pls<wJl� g 3 R wT1 'M�pa►r r�tm��mwaduc� �► >� . � � �i ro to tp 0 w� 'ti M ..L' •..,. A ~ F O i t rH Yl me t a�le�fiHmlMdP��? i > 3 a 9Y: 'JtMPAdtA Nail, 4 P-1 L • 0wou � • ` D U) 0_ by the Albemarle ntinty 4 C: ro Q a Y. AA. AL�$9 a{rtpdtl�8 ftfadrOWMAJ4aQitM 11t1�i1rRl�t A9W �IIm �p pp( �1 �QM101Ej�Y113�! •�•�"�""••'• ° - � uAmo t*awiW1'5+iY 21D73r �Mltb/�OQ}RlQti0OD4Ct�4b. �l It �1ciom TM#M0dwT*71 kA.fr+��ilm. rmot aa�+ A ilu�mksmlkii63�11 �6di� $iiIgjritiprimbet8�li�aideie Ai11.�1t9N ddwwd4*p4wh room +twnlb aft ,�bsa0upiorotd+ rMdmv.7�pls<wJl� U.1 'M�pa►r r�tm��mwaduc� �► >� . � � �i �. I�t �GdtD gpq�tol ..L' to ~ F O i t rH Yl i > c 4 P-1 L • 0wou � • ` APPROVED --won by the Albemarle ntinty 4 C: 0P1 SCOTT R.\ COLLINS' No. 35791 ,�- -3- 10NAL w to w • w u LL • a � w ua • a to 0 V) M M M W ,-► .-i M .-i ,-, © N`'� a M z a t J U.1 co �•�r i.. C) =) -' � to ~ F O i t rH Yl t c c W c ` w to w • w u LL • a � w ua • a to 0 V) M M M W ,-► .-i M .-i ,-, © N`'� a M "XI '390 CRITICAL SLOPES LEGEND TMP 93�4-J vv� 4 H 0 .......... GLENMORE ASSOCIATES EXIST I gi' _A_ 0"1 7- ING NATURAL CRITICAL SLOPES TO REMAIN UNDISTURBED LIMITED PARTNERSH IP ........ ZONE: PRD-__ PROPOSED NATURAL CRITICAL SLOPES TO BE IMPACTED EXISTING SANITARY SEWER _P.B. 3M PG. 74 SCOT R. OLLINSZ EXISTING MANMADE CRITICAL SLOPES TO REMAIN UNDISTURBED (CREATED BY ROAD CONSTRUCTION) U U No. 35791 1� t I ze. EXISTING 10" CL. 52 D.I. 52 D. 1. glwl_N� 11 all PROPOSED MANMADE CRITICAL SLOPES TO BE IMPACTED (CREATED BY ROAD CONSTRUCTION) WATERLINE .. .... MYK V .......... �e, A4 (4;?, ___3 93A -92,24-- TM T90 01 ........... 'v , " ME, R RUNIM STEPHEN OR LAUREL-ANTO .... .. ... z 101VAL -RELLLS lM k.;K1 VIUAL Z)LU1-t::Z) I ADULA I IU Mfl__ E �4"p A ZONE-PRD-_ ON W Total Project Area (acres): 4.95 MIRM _15.13. 368 2�1?G-269 A, 'MRS Ft% M"� §K111"UO2,5 R, Note X R , -27 & 29 and SWM easement Project area defined by proposed lots 24 .......... ME Description Area (ac.) RAM g AIW�t .......... g M gg .......... A 0.34 ... .... M EXISTING 10"G.V. Natural Critical Slopes .......... T ffig" TYPE A BLOW-VF-F �X "AH R"'R, TR�1!12 I Manmade Critical Slopes 0.36 .......... .......... w -IF"- �R.,gg ME" E rM g Total Critical Slopes 0.70 t "';U _n % R W W, M '5�� _4 OREN, EXISI INC, ARM'vltll as 0.12 36% g .......... of natural critical slopes - ---- -- DRAINAGE g '�g 0 Impacts to natural critical slop _g 00 A16 pes 0.29 79% of manmade critical slopes EASEMENT "M Impacts to manmade critical slo (DB2422,PG466) Total Impacts to Critical Slopes 0.41 59% of total critical slopes ----,340 3 TMP 9 4" T z 0 GL 0 ATES ....... IGLENZORI �S�S�Cl a RTN R$HIP a, A P E E=DU A ER E" N' g" '2� N 3 . NE PR� TMP 9-3AI-Al- 6_ 114 t: Pf� -Z EXISTING NATURAL __ __ (A en- GLENMORE COMMUNIi� gg g, 13/� 6�O P G. 7�V 2G _-D B 36 Lu 03 ASSOCIATION, IN& CRITICAL SLOPES -A- __TMP 94-72 15 a D .. .... UTLER,-WHAEL W z -PRD- 9 N '24 //AC,/ A /�CREA�y z ZONED. ±13.17 "N' R41"'­ 1U.T1 AU. FROM,,TMP19�1(4, ......... ORMIRANDA-D- Am a I "I'l - 0 __B �ot -"w _� I - -D-.B.,393-5 PG-.01 k,wdl Kg� TO REMAIN UNDISTURBED % iNP (TYP.) 1 I/AC FROM7MP 94- (n P M gag 51- -ZONED:RA .......... ;TING g _D-B_300&-PG. 259 E lo MDITCH LIN xu _U?l 'AMp A!" N1 -20 'RtNE' P.131-9 'vZ (TYP) "501 z Z M'1111W"1610 'M -MV om'�' '�N;""'N' 411- "Wo 4 1g, w al 01 W, 110 �"­ , "15 ...... 'q �R ma' _01'r g _J K% xguA, wl= lmn R z �z Z UJ Ev, IPM k�' MP 93A5-1 A -t -FR0MJMP_94-7T4- 0 -Z ­%ggr EXf§TjNG ac kq ASSOC �;tNMORIf' BE­ADDED-TQ_TMP 93A44 -ADDED-TO-TMP y�j "I A 'g_ �CREXGE TO BE -l"' �2 "­6 A, "g, ev- re P RT14ERSH! "®r, z 5�,IMJTFM 14D ROO, 03A4­J­WILL-BE 0. 11 ACRES -�'Q vv'l n '4ffl g Z' g "V' ........ e 36�2 'Al z g 8. 0-13G. 7A--80,(PLA z i 1- 011 00, '_Iv ....... .101 v'_l�""' R _1 N' g� �;'g' qg 0 8 1 AV 4 2 -0, a N 11.111, 1 � , " 11" A �F'f' 1k, M P 1,60N, '!'20 'a"N' '!w, �4 " r =01 '41E 'zo) P,',,,�'ADDED T T §9 e�� I-R "_ , - - ?Z"', 7 -1 r% K10 1<1 NO -i LL1 D U th En LU U� z 0 < U < U) U UJ LLI p z S Q) U) Z qqw K g , .11 "� ll�_""�" "ORM % e Rum ON _t ­­­ P1,1111" - _PROPOSED NATURAL -J W, N. r QgHIIkV 'U61� Fz 'p '_Ad - rl M 'y' 0. M'� a V� LU Kn" 'yO- g 0" CRITICAL SLOPES ��'gjq ng IMM, "o- '-6 ve LIMITS OFNIR0 M 4 "g TO BE IMPACTED �Z­1­11r, "M (TYP.) gA, ��M 0 ��l V7 L E N M 0 RE LOT g ---------- M 28 PENDING g Ag I­Zw"Affi '0 m V R'N z/ . . . . . . . . . . . . . . . . . . . . . . . . ... 0"S CORDATIOW J lM�111.11M"'*rl PROJECT —EXISTING MANMADE 10 "VII N '�k SANITARY CRITICAL SLOPES --392- MIN BOUNDARY SEW1 EW� TO REMAIN UNDISTURBED KIM U Im t�w 'M� ....... 'p4t"gg� k' (TYP-) cle) EXTENSI rz, _5 I'a APPROVED,!,,,, CY) W "N '5� R R", UNDER LOT 28 R=1 16 52R� �'411 UTILITY PLANS M -TMP 94-73 247/ ok, CENTRA1 M." _'-4, REAL ESTATE g I �P"V N, 'f )T' VY M MP-94--74- -T --VENTURESLLC �g j,!li X CY) WATERLINE k�"' -404 -E EXTENSION,? ........ % 0 _f, /EXISiING ACSA Z 1:2W g RALVIRGNIA-REAL ZONED-RA 0%4 11 �llj'l g-g, o S/L EASEMENT 0 IV 5 A STATE APPI 8 0) ROVED VENTURESLLC 4121 PG. -157 FR5,f RAO M IN All "[gw mwm-gmg .8' El "I"Q11 '0 " '5 4a, �' �� ­- ME IN ON' CENT x 'g, v PRI, qw­ JNDER -ZONED-_.PftD Lim DB 4167, PG 308 N LAN S �,,'�iO` UTILITY P D_1L3084-PG-.063-(PLATy' T";�W", �E' 0, M", "U c CD t,-Z, N Cy) U V 0*1 g" 6p "g I �' 1� T L 9 " I . ... z: 1116 AN z X g I ,,EXISTING E/P N IN_ x x -444 "S I'M Nii 'I" 54" 4g, P X V _gg lz 06 mog -?g/ X X N 71151"1- NMI c v EXISTING -g "w UJ r* ... X -' w" 'v, n '-fl, DITCH LIN MIR, "w �-g vge yg, Xx E EXISTING 'x (TYP) Z Li Nq x W ON X "a -A - BUILDING X EX.NATURAL PROJECT z1� y7 ........... -EXISTING .......... C x z r1q 'Al-' Mg� CRITICAL SLOPES �00 Z TO REMAIN (TYP.) J A BOUNDARY --PRIVATE -2 DRIVE .1W ­W N g" "!'-g "'g 573 .79�, R�14�,' L=1 g 'Z V -02 &V ...... A= 0.29�5 H U) _K m XISTING w C TREELINE F 4 'RrWIAWP'�',A�V 'R�" .......... /g ...... z 3, N, L E X Z L9F 0 0 /N. g", W, /0", `4 -y ......... 'l - S Y vf ONE— tliTYPNR�, L' �_2" 'S� y"� w� . ..... v 02 �M X" N an -W w", A _4 ........ .. 1Z z x LUINHIM 0A EXISTING wl, C: LU W > /DITCH LINE _J .............. E x ............... 1111'1�'Z§ UJ w (TYP) w C, Mlt z Ul F I tip-, '__1 N470 7'59.00' 1741 P9� (6 ..... \ . . ..................... .90, GLENMORE-ASSOq, ............. . z -LtMITED LL W AT) D�.,1,717 E: PRD ...... ZON ..... ..... UJ . . . . . .. .... . ..... .. ..... 3863W. 380-38 .. .... ....................... X ........... (:-/. L=57.098, R=160324.112 W J D."863-PG,3W-37 A=0.0204 .......... w L D.B. 3620 PG. 74-8 D-.B73554­Pd_._�R93J L=1 13.974, R=575.000 ....... c A=1 1.3569 F- <\ __aB_3060-PG­. 680-(P W-) "i'R U) PROPOSED MAN MADE 2" D.B. 3060 PG. 674 -a.-B. -10-73 i5G. 693 (PLAT-) _v, CRITICAL SLOPES F- �"16 TO BE IMPACTED > "'M Tf w --GRAP IC SCALE (TYP.) LU 'w� I .......... V �_' 3 "", w 40-- 43Z 4 20 MIN X -C R MA _ R N!, i A: M, '5 > 0 1 "�A I .. ..... M fi'wv'P 'i , I h MR "I VV.1+4 1 [It 1.z? Elm v g -7 vv _�'gg C) "g g g gg 0 z! M: OM il"W TMP A-6 TMP 94-15 C -C ge N --SANSOWCH OEVELOPMENT LLC 'NS I I 5 01 C) 'RE! No I inch 40 ft, JM,'KA8 gg--, W A, E Owe I "! UJ F_ ZONED:RA -ig, ...... tg" -_ \\, 1 0 1 85.6 U0 6 M A - - "'u'g 101 (tE%Q=��� "P' g g g i L T UJ q, ............... C '29NE�PRIP U) RAPHY PROVIDED BY LICENSED LAND SURVEYOR FROM t' 'Ov DA 3C63 PG. 380 JOB NO. C 1863(PG,,381 - 1. TOPOG �'NOTES: "ENO, "K I No A all ..... ..... ............. to PG 337 M 3 .36 8J, ............ RE ..... ww��::::�: .......... T \LATyI .............. 102054 �2 ASSOCIATES LIMITED\ ........ X -80\(p 4", 2. WPO BUFFERS DO NOT EXIST ON THIS SITE. a u., ROM 511� COMMONWEALTH LAND SURVEYING, LLC IN MARCH OF 2011 & FEBRUARY OF 2013. H -16A 94 C3 ......... .......... .. SCALE -SECTION"3 WMI :'PRQ ........ g.'§ _`�OIW W D.B. 30 .0% .......... IN, 'W� w. ......... ............. 'Wlt� ....... . m P' R -04-2005. =40' FEMA MAP #51003CO475D, DATED 02 "I'M C l", Fz"�"�'Y�j 4. NATURA , p ", 0 SHEET NO. � "'g- gNmw I _- ­"R't 0, 4 M��g "�li C A�, x�r M§U 11'§,(�11 88 (PL�T) L gr""'g, �"""l ffl Zp- 011 "10 so 'v B �6804 ��r 6 IN "",-4 "R -- 3. THIS PROPERTY IS NOT LOCATED IN A RESERVOIR WATERSHED. WZ�4' MR 3. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS DEVELOPMENT, PER g� L & MANMADE CRITICAL SLOPES WITHIN THE BOUNDARY EXIS I ANU tP\G. a, ......... ...... ew OR THE IMPACTS SHOWN WERE APPROVED WITH THE PRELIMINARY PLAN. . ..... U g", ....... Q lM 2 .......... . .... .......... Kipp §(�fw� mA Kyl�-62 -0 all $UTLM I EL W- —A OR MIRANDA D 3006_ PG�59 --- / SLOPES E TIt�O.J4ec. €ROM //_TMP94 —�4 TO BE ADDED TO _ -- 435 435 0 +50 LOT 24 DRIVEWAY CULVERT 415 415 KI TIN( RARE �11.75 ' -6 410 4410 15" HDPE 24.00 LF 408 a 0.50q M W W O rM1 W O cV W W 0 N �- W u- M 0 +50 LOT 24 DRIVEWAY CULVERT 415 415 KI TIN( RARE �11.75 ' -6 410 4410 15" HDPE 24.00 LF 408 a 0.50q 0 +50 LOT25 DRIVEWAY CULVERT 395 395 P OPOSED XISTING D IVEWAY GRADE 390 390 389.75' 15" HDPE 40.00 LF ®4.37% 385 385 L4 J CV P W W � ro r7 W ti LOT 26 DRIVEWAY CULVERT 365 365 50' 15" HDPE 24.00 LF • 355 I DITCH �C ILVERT 60kllJcJ -) W W 1J J ( �(TYP.j d O W � N DRIVE &- ARRINGDON ROAD T14E-CONTRACTOR / / _ _ _ I \ ` X18 430 15" HDPE 20.00 LF i SHAD L MILL &,OVER j', AN9 ADJUST -ME / 00.757. CROWN AS NECESSARY, DURING THE � / // WI ENIN��jjOFC�ROLL REEK.DRIVE / !° T090BT/ IN THE,MINIM)JM E/P- P 20' WIDTH. --� ' / / 32 .50' ��28.65' TOR SHA / ONSUI2 1351TIV L �` ` DR INAGE HROUGH UT / a / / / / ,� ~' \ ` 425DTCH &D STREAM425, >> 0 +50 f co I ., LOT 2g DRIVEWAY CULVERT 5 O 5 10 FEET NOTE: ALL DRIVEWAY CULVERTS SHALL MAINTAIN A MINIMUM VERTICAL SCALE: 1 " =5' 5 �O 50 X ` A COVER OF z" YP.) 50 0 50 100 FEET 70R,IZ'ONTAL- SCALE: 1 " =50' HORIZONTAL SCALE: 1 " =50' SCOTT R. COLLINSZ No. 35791 M JJ W O rM1 WW M O N W N 0 +50 LOT25 DRIVEWAY CULVERT 395 395 P OPOSED XISTING D IVEWAY GRADE 390 390 389.75' 15" HDPE 40.00 LF ®4.37% 385 385 L4 J CV P W W � ro r7 W ti LOT 26 DRIVEWAY CULVERT 365 365 50' 15" HDPE 24.00 LF • 355 I DITCH �C ILVERT 60kllJcJ -) W W 1J J ( �(TYP.j d O W � N DRIVE &- ARRINGDON ROAD T14E-CONTRACTOR / / _ _ _ I \ ` X18 430 15" HDPE 20.00 LF i SHAD L MILL &,OVER j', AN9 ADJUST -ME / 00.757. CROWN AS NECESSARY, DURING THE � / // WI ENIN��jjOFC�ROLL REEK.DRIVE / !° T090BT/ IN THE,MINIM)JM E/P- P 20' WIDTH. --� ' / / 32 .50' ��28.65' TOR SHA / ONSUI2 1351TIV L �` ` DR INAGE HROUGH UT / a / / / / ,� ~' \ ` 425DTCH &D STREAM425, >> 0 +50 f co I ., LOT 2g DRIVEWAY CULVERT 5 O 5 10 FEET NOTE: ALL DRIVEWAY CULVERTS SHALL MAINTAIN A MINIMUM VERTICAL SCALE: 1 " =5' 5 �O 50 X ` A COVER OF z" YP.) 50 0 50 100 FEET 70R,IZ'ONTAL- SCALE: 1 " =50' HORIZONTAL SCALE: 1 " =50' SCOTT R. COLLINSZ No. 35791 M W .M-i rM1 M M N M 0 ,M-+ W u M wLuLu Lu 0 owe H U "' w z o < U v=i O V) z U o a a ® Z �- H Ow U) p < Q cn N U Z ca w Wa c W M a W .M-i rM1 M M 425 m Lu ►� O rn 495 0 +50 1+00 1+50 2 +00 MH 2 - MH EXISTING 425 425 -EXISTING 420 ON 0y � GRADE _ � �co co �- CLOSE E . Oio" G. V. & EXTEND HE 0-io" WIL + ROPOS D Oio" / L. 52 DI /L %o 420 415 XTENSI N 415 N ** _ g ii> 420 T 2 DRIVEWAY O. CULVERT V) �� ASSEMB YwI E (STING 10 CL. O in PROPOSED 52 DI W/L 415 Q 410 Q � RARE / 415 410 2�-1 .z \ ---- MSTIN F.H. 1 408 ' �2d — Y O 408 I w w N z d y 0 0) W w 6 06 ao �za d- w w — EXISTING v vii GRADE / 410 / 410 CONN. 2 � , ROPOS D (MIN. i.5' OF / SEPARATION w/ S /L) / i W/L - — LOT 26 NIL LAT. I NN. (MI PARATI . s.5' OF Nw/SIL) / 405 C S / / 405 / PROPOSI D LOCAT ION OF WATER L %TERM T S/L _ / CROSSIN 3 (3' MIN. OVER) 400 / / 400 M ��I o co� —_ / — 395 o o o O (0M -I / // / 8" SDR 35 PVC 223.06 LF 0 6.68 %' 395 0 W +00 0OroZ ZQ> — -- E Z / / / / —APPROX. MH1 390 / / / LOCATION EXISTIN OF 010" STA:1 +27.$7 390 CL. SzD W/L INV� N01396.83 TO MH2 / 4 / INV OUT. 396.63 TO GlnmorLot28 -1 -3 $" SDR 35 PVC 385 f /'� / 123.86 LF @ 12.89% 385 380 380 I 375 375 w w o o cQ o w w co a0 M r 1 O a0 O N — d ( w 0 +50 1+00 1+50 2 +00 MH 2 - MH EXISTING 425 425 --0 +50 0 +00 0 +50 1 +00 1 +50 1 +75 WATERLINE EXTENSION 3 +00 3+503+73 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL AND S/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND x.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED ATALL CROSSINGS. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER AND UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT ADJUSTMENTS MAY BE MADE ACCORDINGLY. SCOTT R. OLLINS�e. ? No. 35791 Z O o � z z O aN Lu ..' H U) M W ce + w i D U w i U) i w d5 --� w U- o � Q 0 a � ' a Lu W ce w a Z :U) -EXISTING 420 ON GRADE 420 � CLOSE E . Oio" G. V. & EXTEND HE 0-io" WIL ROPOS D Oio" / L. 52 DI /L 415 XTENSI N 415 TYPE A O. ASSEMB YwI E (STING 10 CL. zo "G.V. 52 DI W/L Q 410 , r,' 410 2�-1 \ ---- MSTIN F.H. N f- 408 SSEMB Y O 408 w w d r- 0 0) W w 6 06 ao d- w w --0 +50 0 +00 0 +50 1 +00 1 +50 1 +75 WATERLINE EXTENSION 3 +00 3+503+73 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL AND S/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND x.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED ATALL CROSSINGS. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER AND UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT ADJUSTMENTS MAY BE MADE ACCORDINGLY. SCOTT R. OLLINS�e. ? No. 35791 Z O o � z z O aN Lu ..' H U) M W ce + w i D U w i U) i w d5 --� w U- o � Q 0 a � ' a Lu W ce w a Z :U) V � ti M ZM N ON V � ti M ZM N GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 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 Transportation (VDOT). 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. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296 -5861) 48 hours in advance of the start of construction. J. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted results for approval. with the test PP sae is 2.-1 seed and mulched. The maximum allowable l 6. All slopes and disturbed areas are to be fertilized, seeded p (horizontal: vertical). Where reasonably obtainable, le s s e r slo p es of 4. 1 or be tte r are to be achieved. Z Surface drainage and pipe discharge must be retained within the public right- of -woy or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director =s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths sholl be i feet. crease 7 increased to seven () 9. Where urban cross sections s are installed a !l residential driveway e n tra n ces sh a ll conform to VDOT CG -9 ( A , B or C ) . 10. Where rura l cross sections ar e installed , all residential d e ntlal drivewa Y entrances s h al l conform to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director =s designee, it Is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement ,shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements ". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void/ installed the developer when in the opinion of the 16. Traffic control or other regulatory signs or barricades shall be nst �d by p Director of Engineering, or the Director =s designee, they are deemed necessary in order to provide safe and convenient access All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 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 Transportation (MOT). 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. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296 -5861) 48 hours in advance of the start of construction. J. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched The maximum allowable slope is 2 :1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4.1 or better are to be achieved. Z Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural Watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director =s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to MOT standard PE -1. 11. Paved, rip -rop or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director =s designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements ". The developer shall be responsible for maintenance of signs until roads have been accepted 15 Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans sholl be null and voird. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director =s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginian Manual for Uniform Traffic Control Devices SURFACE »luu1111 �u�m�mumtnuuuumunmum� 14, ka-1 .� wE'li � �'r I `ii.� �I �:1 �hr' �•� COURSE, WOT #21A 1�I COMPACTED v SUBGRADE •, VINV 2" SM -9.5 FIN SHED GRADE 6" AGGREGATE R/W 3" BM -25 21A STONE 1/4 ",1, 1/4".1, _ 1�f 44�, g;1 -dw ENV- EXIST. GROUND 3;1 °° °° �' °° ° °°° 3 EXIST. ROUND �- - -10' LANE - I 4 , I .3 I 2 5/R _ 0/W XT GROUND GROUND CARROLL CREEK ROAD EXTENSION TYPICAL STREET SECTION ('C-5m ph 'OESIGN SPEED') NOT TO SCALE CARROLL CREEK ROAD TYPICAL SECTION IN ACCORDANCE WITH ZMA 06 -016 APPUCATION PLAN. X1, ING D.B. y121 PG. 157 - -- \ EXISTING E/P DITCH LINE � � X ISTIN `� � ,// / \ (n'P) / TREE tNE / / PRpPOSE&FEN TO-RUN ALONGTH \ / PERTIES BETWEEN THE / TMI� 94 -�I4 / `b ENM RF-AND RUNNING / _ PROJECT BOUNDARY _ CENTR L VIRGI iA REAL E 'I-ATE / / /� / �/ DEER NEIGH RHOOD .�EiE SHALL MATCH -- - \ VENTURE LLC� TH C T EXISTING FfNCING \�dNE - : PRD / �� /�/ �p OR TH EME GENCY GATE. P r MH1 I D.F.08 PG.J 063 (PLAT) l I/ '-r l2 ................... / SOT 25 \ 1 : / TMP 94-74 CENTRAL VI RG I N . F EXI TING PART -OF-THE SUBDIVISION REAL ESTATE APARCEL 94 -4 INO 5 I H LINE VE NTU R ES LLC TYP SIN GLE FAMILY LOT3J \ / .............. q b ZONED: PR E D �"•." D.B. 0 4 P � 3 G. :':: \...... TING RNEWAY (PL / TRANCE'& CULVERT T BE ABANDONED GL SOCIATES \ \ \ i� g 1" L1Tv1 HI " -400- Z: 0 - / - -D386 \ x � B. 83 MH2 ........... .......... _ ---- -- _�p.B. 38i`i3 �AT - .. . '.. •' ". ....,. .62 AC ES :•::•:••: • .. :::'::::':::.:. ,'.. D.B. 3620 'T / :: �\ :. ' c. RT OF HE '�':::. / _ DB. 554 \ SU DI ISIO PLAT FR ROP p RUNNING DEER SUBDIVISION 20 E/ E/P ( p OSED - X, : PA CE 94- IN- (5) VE XISTIN EWAY D_ gg 3060 :: N LE AMILY L :. x \ E/P -E/P� � � Q : \ ; > ;•, L\ 1 RAVE \ \ - 50 x3 r ♦ t 1 �. t t� k k r3• A a q }'•, .'tx: 6t�N+ i's,S.t,. .:u.. �.. �-t 3'�q x.'�'-'� ..�. rr�: �$,,.,ja r �a.... ,'w'�,,, ,� .•'� ,✓�;J' .,'. � . P/ARROLL CREEK DRIVE FIR M ALL �,.+= ..�._3. ,� n.,-. e�.,.,, ate. � � • . ,�.�t +'e7`r"� »',,,.. �" i >r;� w" y:..''�.,. -s a k.r,..,x a ; � s, � Iry '' a ,_ t r"'k. 7 • r�yq.r" }1 s x t6 ?vPi` \y.. =��: •. -y - s >_ -.,f.. ,. 2t .,,�M�xal3'reY.g,�n�k�:� +.d:'%. � .5, c� ;i...,.F € r...�U�rA x. �`�--w _ _ � i i • � �'p��e �ya�k -�� ���3r`t am+y.� RF= 1.0 ADT HCV Design CBR Y Dr Surface h a Base b a Sub -base h a Dp Quo (efs) Depth o (ft) Min,Desi ADT Depth Vet Depth (Depth) ( ) Carroll Creek Roadside P Carroll Creek Road Extension 200 5 250 4 4 9.93 SM -9.5 2 2.25 BM-25 3 2.15 21B 6 0.6 14.55 (Over existing emergency access road) ltkisq K: 13.63 1 0.45 _ 0.23 5.2: 1.17 : 50.50 e 0.32 ft 6.7 131 0.35 #t Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp Quo (efs) Depth o (ft) Min,Desi ADT Depth Vet Depth (Depth) ( ) Carroll Creek Roadside P Carroll Creek Road Extension 200 5 250 4 4 9.93 SM -9.5 2 2.25 BM-25 3 2.15 21B 6 0.6 14.55 (Over existing emergency access road) ltkisq K: 13.63 1 0.45 _ 0.23 5.2: 1.17 : 50.50 3.91 fps 0.32 ft 6.7 131 0.35 #t 12" Grass 445 445 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 1 . 1 Project Nance: Glenmore, lots 2427 & 29 Job Number. 102054 Designed By: FGrK PE Road Name: Carroll Creek Drive Max V= S.O fps for S<51/o Synthetic Lined Channel: Side: Max V=4.0 fps for 5%481(P/ Product: NAG SC150 or equivalent 2 Year Storm Max V40 fps for SAM% Max V=8.0 fps 10 Year Storm Sta From Sta, , ; To T° (min) PVI STA: 10 +5 .00 Qz (efs) Slope (ft/ft) PVI TA: 11+91.58 Ito (in/hr)' Quo (efs) Depth o (ft) Min,Desi Vel. Depth Vet Depth (Depth) ( ) Carroll Creek Roadside P I ELE : 432.18 5.0 1 0.45 1 0.15 PVI LEV: 423.6E 0.01 1.58 fps 0.27 ft 6.7 0.45 00 ft `12" Grass 11 +00 ltkisq K: 13.63 1 0.45 _ 0.23 5.2: 1.17 : 50.50 3.91 fps 0.32 ft 6.7 131 0.35 #t 12" Grass Carroll Creek,Roadside Ditch South 10 +00 11 +00 LVC: 75.00 0.06 0.04 _ L C: 100.00 1.41 fps 0.23 tt 6.7 0.2.8: 0.25 #t " Grass 440 ,12 +00 5.0 0 r-, t V7 110q) n ': 0.08 00 00 00 r_ 0.05 3.06fps 0.22 ft 440 41N. SSD EQ'D =15 MIN. SSD RE 'D =i55' Existing . 5.0 0.70 0.05 Lq SD PRO IDED =23 a? 3.(l7fps Ln (9 l SSO PROVID D =256' Iq Ql� 0.29 ft 12" Grass E/P OF EXISTING WNNING f 00 N N t. N DEER RIVE CU -DE -SAC O + `� + d + (432-43')= BEGI NING OF q � N Ca TRUCTT C&L(sz - 10 +00) V U V U 435 >� > LJJ >°' >w 435 m w +1 -0.50%----,, OT RT o Z 0 29 RIVEWAY CULV o R AY CULVERT LOT 24 z 430 a 0 430 6 z� ° EXISTIN a .-J o w GRADE u 425 NOTE: 425 DURING -ONSTR CTION O CARRO CREEK ROAD, DRIVEWAYS & DRIVEW Y ROADSIDE DITCH IE-IN CULVER 'S CONTRACTOR SHALL RECD R€-F -X - TING -R ADSIDE ITCH_ __ EXISTING SOUTHERN TO ENS RE POST IVE DRAINAGE IS DITCH TI -IN MAINTAI NED AT ALL TIMES AND DITCHES 0 420 &DRIVE VAYS AR WITHIN PRIVATE /W. 420 PROPOSED ROAE SIDE DITCH SHALL - OUTFA LL INTO XISTING DITCH ON I HE SOUTH SIDE & I NTO FARI ZINGDONI _ ROAD DITCH 014 THE NO RTH SIDE. 415 DL =1, D0' 415 3 31 GRASS O SCALE _ 410 410 d- d � O ((U T- O LO EN M - PN7 W W M t� N O 00 .-- N 6 N (s7 N N` _ 0i W d- d- � '�" �. 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 1 . 1 Project Nance: Glenmore, lots 2427 & 29 Job Number. 102054 Designed By: FGrK PE Road Name: Carroll Creek Drive Max V= S.O fps for S<51/o Synthetic Lined Channel: Side: Max V=4.0 fps for 5%481(P/ Product: NAG SC150 or equivalent 2 Year Storm Max V40 fps for SAM% Max V=8.0 fps 10 Year Storm Sta From Sta, , ; To T° (min) C Value Area (ac.) CA ; (accuzn) Iz ' (in/Itr) Qz (efs) Slope (ft/ft) Grass (n= 0.024) n =0.05 Ito (in/hr)' Quo (efs) Depth o (ft) Min,Desi Vel. Depth Vet Depth (Depth) ( ) Carroll Creek Roadside Ditch- North 10 +00 11+00 5.0 1 0.45 1 0.15 0.07 5.2 0.35 0.01 1.58 fps 0.27 ft 6.7 0.45 00 ft `12" Grass 11 +00 ltkisq 5.0 1 0.45 1 0.35 0.23 5.2: 1.17 0.05 3.91 fps 0.32 ft 6.7 131 0.35 #t 12" Grass Carroll Creek,Roadside Ditch South 10 +00 11 +00 5.0 1 0.70 0.06 0.04 5.2 0.22 0,01 1.41 fps 0.23 tt 6.7 0.2.8: 0.25 #t " Grass 11 +00 ,12 +00 5.0 1 0.70 0.06 ': 0.08 5.2.,' 0.44 0.05 3.06fps 0.22 ft 63 0.54 0.24 tt 12" Grass 12 +00 Existing . 5.0 0.70 0.05 0.12 5.'2 0.62. 0.04 3.(l7fps 0,26 ft 6:7 0.80 0.29 ft 12" Grass NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L & S /L. 3. MINIMUM OF s' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND a.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED AT ALL CROSSINGS. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOiL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA I ACCORDANCE WITH VDOT 2oo7 ROAD AND BRIDGE SPECIFICATION 303.04. 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER AND UTILITIES, PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT ADJUSTMENTS MAY BE MADE ACCORDINGLY. 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: I"=50' SCOTT R. OLLINSZ No. 35791 �SIONAL E�G� { w V i U) w 1 U) w w U_ t � LL_ z i Q 0 En 4 Q U) w V) w S °C 00 Ln M Z r 29 U) M M Q ,-i .-1 N 0) t" M z(yi N 0 F H oC U LL1 CO Z A Z 0 En < ~ ~ ® ce Z . C C W` ce 1. { w V i U) w 1 U) w w U_ t � LL_ z i Q 0 En 4 Q U) w V) w S °C 00 Ln M Z r 29 U) M M Q ,-i .-1 N 0) t" M z(yi N SEDIMENT BASIN DETAIL SCALE: 1"=30' IN�ADE LL 042 R�%R AT END OF EXILING CULVERT. ISER C HALL BE S URELY FASTEN TO EXISTING f-ULVEFj�T 9, ATERTIGHT. ROPO4D RISERSTRucrU E SHALL BE // %� yY QUATE LY CHOR w/ A /MINIMUJ�t',�' CONC. BASE (1 naV..aY.l Ox�1GCD \A / /T47C AICCO ChARC[1/1C1'f�ilA1T(1T�ic rnuf R C. jSediment Basin Design drainage area (acres) basin volumes: (using 2' contour intervals) elevation (ft) contour area (sf) 336.00 935 338.00 1795 340.00 3131 342.00 4540 344.00 6391 346.00 8345 348.00 10715 350.00 13233 351.00 14680 wet storage: wet storage required (cy) (67 *DA) dewatering orifice elevation (ft) wet storage provided at this elevation (cy) available volume before cleanout (cy) (34 *DA) cleanout elevation (ft) distance from cleanout to orifice (ft) (> 1') IM IN volume(cy) 0 99 280 562 965 1509 2213 3099 3615 1075 344.41 1075 546 341.83 2.6 HIGH WATER STORM M") DRY ' STORAGE WET ' STORAGE ......... ...... SEDIMENT CLEANOUr POINT (' WET - STORAGE REDUCED TO 34 C.Y. / ACRE) design high water top of dam (ft) top width of dam (ft) bottom of basin (ft) approx bottom dimensions: upstream face slope: downstream face slope: dry storage: dry storage required (cy) (67 *DA) 1075 baffles: principle spillway crest (ft) 347.82 length of flow, L (ft) dry storage provided at this elevation (cy) 1075 effective width, We (ft) diameter of dewatering orifice (in) 7.0 L ! We (baffles required if < 2) diameter of fie)able tubing (in) (orifice+2 ") 9.0 collars. runoff: depth of water at spillway crest (ft) C (0.45 for disturbance & 0.35 for forest) 0.39 slope of upstream face (Z 1) (5.83ac. @ Cvu=0.45 & 10.22ac. @ Cw=0.35) slope of barrel (Sb) tc (rrlin) 12 length of barrel in saturated zone (Ls) 1 2yr 3.8 Q 2yr 23.5 number collars required 1 25yr 5.6 Q 25yr 38.2 dimension of collars 348.92 351.00 10.0 (min.) 336.0 ,30'x43' 2:1 (max) 3:1 (max.) 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'.>�!'•�.- �_ef,e7 .t�:+..� .'.�r�:rsrs.�,..rr .e�: „. . ,t� e+ ''e:,r'`•��.x. %.,�.�'?�.t",`,:. �' r: a�au3. �: x�. m�..�cr:.:.Le..x,�..,:..,,,z,.S - b..,.�:r,,c,�uk'3," "'"> ��atf` �',...... x' �' �..{,: 1:, t... .,,,>.aa�:�s.,..:..r�..s'.sw.:. �y,�,..s.__.«..'.��,�..s�� r >...ws�.rr,`�,�.�.s. >,,. ..s... .. :a.P.:�,^,vcaG:�.,.,.�;,� -- ta.t�,..,a�i�s"9�'" . 11 _� ___ _-) - - .--- — _____ - . SWM FACILITY DETAIL - � -'. � �'� � �'�' .�� \ \ \/ NsyZ042"CON"ISER -END OFTXt!fflN&EULVE4J-_ ­_ - / r- — — I -il - --:7— -----�-­— __� ____ . . . . . . � . . . . . . . . . . . 5 R514ALL-812_5ECUREUY_�ASTE TTOF-XtSMG CULVERT _� � -- — — — SCALE:1"=30' . ....... ERTtr.HT. PROPOSED RISERSTR ALL-BE � O"T 3��CTOP - � __ , \ UCTURESH __ *KLLINJHE SEDIMENT BASIN, ..... I...... ...... .1 E0,UATECY ANCHORED W-LA MINIMUM-CONC. BASE-OF EXCAVATE T14E UNSUITABLE SOIL AN-D-REGRADE T+IE- --- __ \ ..... ' itRISER E49EDDED- ,E� - ' \ ..... �'.'.'.'.'. — ' 9�AW'PRRw1TH w INTO Tt'EcONc---36&_ 13ASIWFLOOR-W IEE INSTALLINGTHEEOREBAY. THE � ASE SHALL BE __­FO ...... * E. CONC-13, -ENLARGED IF FOUND , — --FOREBAY-SHALL IMPOUND RUNOFF TO A DEP-TH OF 2-4 - -- OPOSE AIN GE / NfiCES$AR_Y_D�RING THE,CONSTRUCTIONIGONNEgioN __ - 11 __ \ MENT& CESS'­'EIVIENT-'- E EXI NG-CULVERT. _� -, - BEFORE RELtASINd RUNOFF-THROUGH-THE 5' _WIDE RJN§DON R D SH LL'Stkvt \\ / , _ --_ __' -_ --INTO- -_ --- \ ....... I �A '�/ X, /-/ /- _-___' _�__ _S.PILLWAY TH`EyAJN CELL OF THE DRY DETENTIOW _' E - * ___ ___ -SL �Al -_ -_ _� FACILITY -WHEPE ASHANINEL Q POSITIVE SL-S(ox,% - \\ \ \� � A CESS A R .CILlTY.'.'.'. . ___ ....... \ ' - min.) _ \ � ............ ///� z x Z --350— �_ _ EGNVEY�THE RE LOW- _...... . . . . . . . . . .�. / / ~` _� _!YNOFUOL - LOW -FLOW -I' \\ . . . . � . . ... . . . . . . . . / / z x Z - - __ F__ ___ _�____� - , \ / ___ _"____i - PROPOSED DRAINAGE \\ \1 . ... - - � , -, CASWENT 0 ACCESS EASE \ � � � � � � -7 ,., ,., - I 34R -- _� & ZNT ' NOTES: -7 . . .. . .1c -_ --_ - _� ­_ 1. CONTRACTOR SHALL ENSURE POSrrIV A P� 1_1�1 ATI�N F � ......... Z Z Z 34- 2-5-a S�Op_es -_ -_ _� _\ RfNGDONAOAD SlJAtL SERV6S . � I ) _ . . ., . . I ,�dEl��BASIN & _� LOW FLOW ORIFICE. .... ' '' '''' ' �U E�14N�G036" CULVERT�S __ � __ __ - " _� _� ___\ / 1�1 , t% EXIST;IG R ADWAY (2 ' _ . - __ DRAINAGE WITHIN FACILITY TO RISER STRU � NJ E�.. R N G ESF ! ENCO P�S I IN E/ - P ' H SERVE *'' RRELF�RSED [ � ACC -SS RO��FOR FACILITY/ 0LITY .' ..... I M __ ----342 _::�—#Zff. \S(O-h,r DRA7JX ,15 IN =SWM "' "-, WM' FACILrI . , , � RR s 0 0 I. I - ___ —, R 2. INSTALL TRASHRACKS ON ALL ORIFICE \ \ � � ACC S.RRAUWAY __ )��Iey"' (--') ---- ,,--- ---- �'� ,--- . — I RUMED -�,,2176 W, PLOIF I OPENNINGS. ORIFICE COEFF. =o.6o. W � E E -=159t ..' ___ _\ WQV PR0)6DF5,ll6of,-' �,� �-' _,­- ,,-" - . . 1 A � 191U_k151Z - CONTRACTOR SHALL CONDUCT A .,.,.,.,. � � . \_ / / /" 3 ........ ...... � . I I GEOTECHNICAL STUDY TO ENSURE EXISTIN( \ - � hWPOSIND 4Z' *P &S-BR w/,--A #[V_� I--- --__ ', ORM DFV_X.V ,-- ,--- 1� ---,- ,-- General Construction notes for Stormwater Management Plans EMBANKMENT IS SUITABLE TO IMPOUND W) � \ 2 � 3: .. ''.. ......... . , I � - tA - / / ) LRA�34"2' &'O '; 9 S J( FA tu -IrBrr '/ A , -0 / DUMNO CONVR. ION I - I HAS AN IMPERVIOUS CORE & CUTOFF TRENC . Ul G ' & -, A L � 'Y/ .7 �� , 1. All dams and constructed fill to be within 95% of maximum dry TIT V-Whr ____ wo N A CONTRACTOR SHALL INSTALL VDOT STD. EC _. � ...... . 11 :Z=X 'ORJ P ___ ..... .......... . . 1 ) / FEYIAT�i�R= W, THimi '-, J N D Li-!z ­_ density and 2% of optimum moisture content. All fill material to be MATTING OVER EXISTING EMBANKMENTS. __ ........ . MID -FWW PA ELRY. 439. & O. X __ A MIN. OF 2'OF FREEBOARD IS REQUIR ' 0 / I I I I JD� 7. C�,S' A 0,& ra - 'nNG Ole HIaH-F FIC�g AT �RW.l '!' E IS7 � ........ . / I ��W_�' ' approved by a geotechnical engineer. A geotechnical engineer is to be 4 ��, � / / "A', 744-F : �' _� / / .o �4 ' I �'.'. 7'�� '.- I I 11q / / 7 , ,7- -,,-/' ,,-' ---' present during construction of dams. OF FREEBOARD IS PROVIDED AT LIMITS OF ... / 6 0 C. ......... � I J 0 I I .. ..... . \\ '_��36 �v / / /�/ / 5• WEIR COEFF. FOR SPILLWAYS=3.3 ..... �. I ; .. '-'-�-���-�� .\ , 1Z '1<1 / , / / // / // ,--- -/--, �'- 2. Pipe and riser joints are to be watertight within stormwater 1­100'-S'��Nj T R C�ON (C) ...'. _. . I ... 1�\\ '_ -, �'_ / '/ / / ;/ ____ �__ management facilities. � ) TA , /�!77' "-' ' . . .'.'.'.'. ' I . -'- 0 / / / � ,--I- ___ __- 2T�$ . . , '*� '---� - W"' !� 0. ; r - - -'. -­_' I 1 3. For temporary sediment traps or basins which are to be converted to ..� 7ER ' w . X1 7 ......... - r 6�: / permanent stormwater management facilities; conversion is not to take ­ ��'4L�S -�� __� ' I ... . . �" WIDE ly CONSTRUCT - . ... I ....... __ - � ',- FILLED A'. BASK&S FILLTE / __� --- REPAIR & ..... ' . ' . *' ' __� / )O �#3 COARSE AGGJREG�tE OIN / / _ place, until the site is stabilized, and permission has been obtained = - . .� 'WI/D SHA& &�ON � C713;�/GABmf "'r'l ' - , _ // / IWE / ' ' ­ ____ 3 _1M.1N. "JR-FBA1 / I HIE�JPHIL� SIDE ,A 5 I RIPRAP 9N THE: DOW HILL / / /' ___� - from the County erosion control inspector. . 1. I ..... � --- --- I ....... . '� - �3' �-�,�Lqk_-E,R_EQVIR" SIDE. IL CREST ;IOW33 .0' / \�� .�� ... I ...... _7 - 2 / ­ ....... FWBAY SHA�LSER A�, E1709EBAY'sPq OUTL /� I C � C / � - "O - - �FE Y5 Z . . . . . . . .*.,.,- . . . . . . , t _/ 11110 IN AC It TE �AB / / __� ___ . / /') \ .... 1. _ � \® VOUWS I- ITY. 9 0 ,XTILf F1 VLR / ___ . ...... ­ - � VIDED 2,84F�&f U`NDE NT SHALL BE IN�TAL .D�l T / , / I \ _� I , D 'D _ - / . . . . . . ... . . . . . I . . ... * ' ' ' ' ,_ � � _____ - 7�N / MIN. FOREBA Y V I . .. .. I ... ­ � ­ I / ____ REQUIRED =8 1 / ........'........ ........... '�- __'/ 17,1 � \/ / / -_ / / ,Z) / ..... . . I � - i BION BASKETS. " / / ___ � ... ... I ­ - / / ' / - - I � --,, r / // / / ... .... ... ._�_. . . . ..... I.... .. . .. '__1 " / / // / / / / / /Z, / / / / / / � PROVIDED=2,8 / / . ' .. '.'... . I / / / // / / .*.,.,. . __1 ___� --, .-/ / / /` .� / - / .I. '�' / / / / I .... � ...... // /\) ... ... . � . �.'/ / / / / / / -, MIN. WATER QUALITY / � / / / /� . ... . . ..�... . ... . ... ... � ,--*' -_,:--- �___ I/ / / / / / - REQUIRED (2xWQV)= 4,217cf I ... . / . ....��...--_'��..' -I-- '__� ID I / // . .... L____ / / / / / \/ / '/' " QUALITY VOLUME PROV '/ I �� "I - - I--,' '-- - JO-hr DRA WDOWN= � / I .�...'�.._..... ..-. . . f/ ____ -I- _� / / / / e ) '_� - ____ .--" *.'.' -___ --- , / / / / / \ / / / / CONNECT PERFORATED . �'­ / - ..... . ... / 6� � / / I---- / .......'.._....... / I- ­ ... I- __ -I-- _;�' I- '/ / / / / / PIPE TO OJ " PIPE AT . _ . �� . ..... � . . . . . . . _-Z -- - / // /'/ � / . . . ­_ * I I I'l �� / I d ___� - - I - __ . "I - / / / I / � I / /\' - / I I / -_ -, �\� 1\ I \ LOW. 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E. = Y48.25' h ,),/ XXISTING L H. -A--- 7Z — -3 k YEAR �-APPRQXIMATE,. \ / r'O WS.E.=344.56 I / ED. 2.75' I- LOCH ION OF I kCILITY. _\_ , 27­1,10� ' EXISI MG S/L � __ EXISTING \ (_ V.S.E=j4l.62' / � V� EMBANAMENT 350 \ 350 - - __F -A- IV- - , I / k 345 �k \ I / \ 345 OLUME- k -!�-- I / I k 06cf. _ k UME 58cf k - / Us EXISTIN � 036" CL LVERT I 340 \ / A ; BARREL FOR SEDIMENT ) � 340 i I 3A N S1 & M FACILITY. � VOLUME - - -----_ k WA TER ___T_ 1 -4- - -_ 4 1 ED FOR - - - -_ - - - - -_ 5,116cf � IN I- / 11 I :)E�SII-At L--SERLW --A-S�- EXIST( 0 qG RIPRA JTLET STAND--- \ � LO' W-FLOK ORIFICE PRO rECTION BASIN 335 - � - .. - - -_ - - -_ - - - - -_ )335 VEL. - - __�' - TTO� FOREB, I Y &I IBO BASIN LEV= 1436.0 OREBAY SHALL BE CONSTRUCTED wl �_ - - BASKETS FILLED w/ VDOT #3 COARSE EGATE ON THE UPHILL SIDE & CLASS I INSTALL PROPOSED 042" R _-P RISER kT END 0 � \ RAP ON THE DOWNHILL SIDE (TOP OF C JLVERI w/ A RIM ELEV.=34 r.82'& AO ANTI-VO RTEX 3301 DAM=340'). S'WIDE SPILLWAY CREST - DEVICE. DURING C ONVERS1 )N TO SV FIM FACILf 'Y ATION = 338.0'& SHALL SERVE AS THE PLUG DEWATERIN G ORIFICi � & INSTA 1 A 03" 3 )-hr )REBAY's PRIMARY OUTLET INTO THE DRAWDC WN LOW -FLOW ORIFICE AT -LEV.=331 � I FACILITY. GEOTEXTILE FILTER FABRIC __ __ -THPEE-0.2!!-WD--F-O.W-ORIIICES-ATI EV-339.��- NDERLAYMENT SHALL BE INSTALLED THREE 0 2" HIGH- --LOW OR FILES AT LEV. 34A .0. 3ENEATH GABION 3ASKETS, RISERS HALL BE SI �CURELY FASTEN T - EXIST( IN G 325 CULVERT& WATERTIGHT. P ZOPOSED RISER 325 . - - STRUM WESHAL --WAM WATEtY AWHORFDwfk-- MINIMUM CONC. EASE OF 'x9'xi8"D"EPw1THF RISER EMBEDD:D 611 INTO THE CO C. BASE CON'- "r . SE SHALL 81: ENLARC. ED IF FO I)ND NECqSSAR�D __ -- THS-Ca -STRUCT[ )_N­1CW mym77" G_ CULVER1 '. 320 � I I 320 > > WW -) ". rn 0 0 0 CO LO Ln CN "_� (0 n N _J I .- �J . . 00 . LO (0 . to W W 00 o6 � "J in jj P0 1-i in UJ Lo U i LO rl-) to 0 C -rte '�' r') '�J rn .-; rn 11, n t1r) to U! 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Z __ '� - '� I .."'..-, / --- Contours (st) --- ---- �' ZZ- - - - .....".......' - � __ ;� ...... j - '1' ) / �__ :_:��__Z - � .=....�._7 / . -- __- _- - _':'�_Z 'Z -- 336 430 0 336 935 0 - '�� _ , .", __ __� — Z -'I--- .."../ / 1 �__� -::-- --- — _ i. ",.........,", --- ..... I .. .... _� _�� ......... . " ".'."'..�.'.. __�� - ___ - I=. - — 2..........'..., / / � �� 338 722 338 --- _—_ _...'... - ................ - �_Z_ — __ ____ ___::::�---::�- ............,...... 1,139 1795 2,684 ___- - .......... __�_ __ - ___�'*_� - __ .... :.......... I .... ...... __ ................. / ____ - __ q.�-.-'-..-. --- --- ---- _- - - H...", __-' ___ — — / E '' - F 346 I __ " �_� — I .., ....... --' ---- ---- __- :___� ......-.%.�- / //// 1004 1 2,858 1 340 3131 7,548 - ____ ......... I .1 .... I. __ .."..."'.. - - , - .. ----- 11�wl� .... � ,--' _-� _�' ZZ �Z - - .�. ........ � __'- ,/- -�,..� �'/ /'_ — - '­...-­.. .... . ...... - _._.. 11 '_'11 ___ I .. .... / 342 - 2,858 342 4540 15,176 ' -1 ,----" �" _� - - .W. Z �X., ... Z' "�-Z — ..... �' " .5....,"..., ......... ___ ______ ..'.......... - ZZ �"' .I ...... _... � 344 - 2,859 344 6391 26,054 Z Z X, �'// "', �q ..... .. ....�..�.... __ .'..�.'.��-.'.'. --I-- Z ____ ..'.'.'.�%."%' / ____ ____ - `."....,..... :..............' =:;.. ...........,.." I... ..... - ____ ... 1,%, 1 346 - 2,858 346 8345 40,747 ' - -----/ I-," Z ____ ...%�s.....' -­:­ � .... . ... �_ =W.­ -�� I., .... ..... ,� Z Z Z,/,- ,- '...'.....'�..' / / /( i I __ __' Z / �' ................' ___ -,-- -'.-`:.'.'.'.'...".�%.. - _____ __� ' " - ... I ..... - ___ '�_ I..........�..... "i 348 2,858 348 10715 59,757 1� Z ___ ZZ '/ .--- "........... ___ _�_ X-' "/ -:1........ �_ / '_­.'..� - .�'..� ,-, ........ %.:.'� --- ­11.- .-'.'�'_ /- / I . __�' ", ..."� - _� ____1 ..,......, 350 2,858 350 13233 83,661 __ - --f �_/ .............' _� '- ' ____ '.". -.-.%-.-.-.-. . ...... I / / -I-- I - ----- - _ �'�'..'."'.'.'.'. ..'....... ='-.-;..: ... ___1 ___� / I ­-_.'.' I J 97, _� --- --- __� ....... : '._-'._.­ _�' I ) 351 ....."'. 1: ___ __� / 2,858 351 14680 611, _-, / - � . . ...... .. _X / %...'........ - .... , I." ... i ....... 6 ...... J ...... " -1 - ­ I - I � - __ -------,- Iftem Dre-develoPmeni__________ --Area riveways subtotal ___7__ 102054 P-o—st-dev-elo __n_t___________ -_ Driveways Length Width ,-subtotal Lot 24 . 115 16 1,890 .- -_ Area - ___ I—— — SCALE Lot 25 110 16 - 1,760 AS SHOWN 1 1 1 ___+_ __! ! — 11 — __ Lot 26 170 16 --__2,720 Lot 27 140 12 _ _ 1,680 Lot 29 250 12 - 3,066- __ _ 11,050 - �Residences no. - Sq. Ft subtotal I 1 7 7 Residences no. Lots 24-27 1 ­5 Sq. R 2,000---10,000 subtotal - j .__ Lots — 1 &�e___ - -- ____ F __ x 0.70 = ------ ::- Parldg Lots _ . 1-0-,0-0.Parking r_ ___ _W1areeW _ I _--- - ----- --- __ ___1______ Gravel areas xO.70= ______ I Roadways r Area ---T no. I subtotal I - _'__ - - - - -- __- - � Actively-grazed pasture & _ yards and cultivated turf 196,4561X O.08 = _�_ _ Active crop land I Area 1x0.25 = -I------ ___ 15,7i6 I 0 __ Roadways Len Width subtotal Running Deer Drive __ 750 10--7,500- Farringdon Road 1,515 ___ _10 15,1 §9_ ______ - . - Actively-grazed pasture & yards and cultivated turf I 10�,7T5 = .— _�6:JA_9.9§____ Active crop land Area Jx 0.25 =________ ­___ 22650 � 12,220 I .- IOther Impervious Areas __._ --------------------- I ___PJ Other Impervious Areas ___ __ - - - - -- - __ — — ___'_______0J1 i FF(O lIll>� 7 ,e"'.' r, t i4 C� I lr� ,SCOTT R. COLLINSZ ) ) No. 35791 i� k'_ - / �'Si�I!A'L3��,�O) Z 0 1� at _J g E V) 2: U) =) 0 'U Cn Z U) 0 _J Z 6-4 < En � En p 0 Z M a� 0� U) M > UJ W =) U Ln W U) 0� UJ 'd _J UJ W 0C i:" Lt- z a < U 0 =) Z < A U L ) tw < (1) W i4- W LU =) Ce U) �_ LL1 < Z . 0 U) Q Z (.9 (f) ,-I 1-1 V-4 r-4 !- � f V ;�2� !� WIM Cq1'"'V' A N I : , W __ Apr ACM 111111111111111111111 - � 0 mr-M 5 0 0 "11111111111111" Z a = 0 1 1 1 1111111111111111111111 T1 oto 111111111111111111111 I J 0 U M M C6 0) N 4 Cf) "qr I IN C) IN W.0 IN * W _J _J > C/) L4.11 F-- F- 0 _J W < '17 0 1 �e W F- :) (1) — F— W W W F- U) F-- WW I.L. W < (D 0 C) CN rJ UJ ­1 0 CV-1 CL M r-4 06 r*-% " I Td- UN U) I_ 0 .J rq N/ U.J Ne < W .J UJ W 0 2: Z UJ _J (D -C (V �' Q; _C - C C C Z J_ V -C C 4� C Q_ - C F_ C w I Z Z W3 (D -s 0 <4V C Z -C < c Cl: 57 LAC-C — W C F_ > C < _U C 3: C 5- (f ry z 0� 0LL LL 2 I— (f 2 U) LL U. Z C F C > L (I C C L C Q > , (I C > % 41 I-C Q I C 'J - c IQ I ?. t_UT w -C 3: a - W C C JOB NO. C 0 102054 C " z C SCALE C AS SHOWN 9 E C SHEET NO. a 7 0 a -C F SE IM DESCRIPTION OT' EROSION � SEDIME T .EROSION CONTROL NOTES' EROSION �c D ENT CONTROL EROSION CONTROL NOTES N (X NARRATIVE MEASURES: CONTROL MEASURES. TH ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77V� AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING euRI�QS� STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WiTH THE TO MINIMUM STANDARDS AND SPECIFICA77ONS OF THE VIRGINIA EROSION AND EROSION ANQ SEDIMENT CONTROL MEASURES 7HE PURPOSE OF THIS LAND - DISTURBING ACTIVITY IS TO CREATE FIVE SINGLE FAMILY RESIDEN77AL LOTS: WATER AND SEWER p SEDIMENT' CONTROL HANDBOOK AND VIRGINIA REGULA71ONS VR 625 -02 -00 EROSION ARE PROPOSED TO BE EXTENDED TO HELP SERVICE THESE LOTS. THE TOTAL ACREAGE TO BE DISTURBED IS 5.83 ACRES AND VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRACTICES USED !N THIS IT IS AN77ClPAlE"D THE USE OF CONSTRUCTION ENTRANCES, A SEDIMENT BASIN, CHECK DAMS ,-� SEC77ON CONSIST OF THE FOLLOWING. • AND SEDIMENT CONTROL REGULATIONS. AND SiLT FENCES TO CON7ROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED LIMI7ED CLEARING IS REQUIRED. SCOTT R. COLLINSZ ES -2.• THE PLAN APPROVING AUTHORITY MUST BE NO RIFTED ONE WEEK PRIOR TO THE EXIS_ Nn G SITE CONDITIONS.' 0 1-•-{ 3.01 SAFETY FEN CE; PRE- CONSTRUC770N CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES PERMANENT SEEDING WILL BE THE EXIS71NG 517E SLOPES NORTH AND WEST TOWARDS A ROADSIDE DITCH AND A CULVERT AT THE UL77MATE LOW AREA FOR U No. 35791 12--. A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CON7ROL MEASURE. TO LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPEC770N. PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE THE SURROUND AREA. THE S17F IS GENERALLY WELL DRAINED AND EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN Yd 0/-3-1-3 4 PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. APPLICABLE ES-3.-ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR CONSTRUCTION AC77Vi77ES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED DESIGNED TO CONFORM TO THE EXIS77NG S17E SLOPE AND TO PR07ECT THE DOWNSTREAM AND ADJACENT PROPERT7ES �o�, �' TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED UNSAFE 8Y VIRTUE AS THE FIRST STEP !N CLEARING. FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELEC770N ADJACENT AREAS' �SSIONAL E�0 OF POTENTIAL ACCESS BY 771E PUBLIC. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE Of' SEED M/X7URE WILL DEPEND ON 771E 7711E OF YEAR APPLIED TEMPORARY S£E / THE S /lr /S BORDERED BY OTHER LOTS W/T1JIA1 TUr, GLENMORE SUED VISION S WE AS TH E T/ G G E - MAINTAINED ON THE S17E AT ALL TIMES ONG WILL 1 , A LL E XIS N RUNNIN DE R 3.0-2 CONSMUC77ON ENTRANCE ES-5.-PRIOR TO COMMENCING LAND DISTURBING AC77W77ES IN AREAS OTHER THAN BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SUBDM510N. A STABILIZED PAVED CONS7RUC77ON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF IND ICATED ON THESE PLANS ( /NCLUD /NG BUT NOT L/M /TED TO, OFF- S /7E BORROW SEVEN DAM THESE AREAS SHALL BE SEEDED WITH FAST GERMINA77NG VEGETATION OFFS /ZE LAND DDISWRANCE: VEHICULAR INGRESS AND EGRESS ON A C0NS7RUC77ON SITE. TO REDUCE THE AMOUNT OF MUD OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELEC77ON OF SEED MIXTURE WILL DEPENDTUIS PROJECT PROPOSES MINOR OFFS17E DISTURBANCES ALONG THE ROADWAY. NO OFFS17E PROPERTIES ARE PROPOSED FOR TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CONSTRUCTION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN ON THE TIME OF YEAR APPLIED. CUT DISPOSAL OR FILL ACQUISITION, HOWEVER SHOULD SUCH EARTHWORK BE REQUIRED 7HE PROPERTIES MUST HAVE AN ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE AMOUNT SEDIMENT APPROVING AUTHORITY. APPROVED EROSION AND SEDIMENT CONTROL PLAN. 7RANSPORTE0 ONTO PUBLIC ROADWAYS. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA7ION OF ANY ADDITIONAL EROSION CRI•ML AREAS. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 3.01 SAFETY FENCE - SAFETY FENCE WILL BE INSTALLED AROUND 771E PROPOSED SEDIMENT CRI77CAL SLOPES, MANMADE AND NATURAL, EXIST ON-S17E AND A PORTION OF THESE SLOPES ARE PROPOSED TO BE DISTURBED X05 SIT FENCE.• DETERMINED BY THE PLAN APPROVING AUTHORITY. BASIN & ALONG THE LIMITS OF DISTURBANCE. WITH 7HIS WPO PLAN. A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHE77C FILLER FABRIC STRETCHED ACROSS ES-7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CON7ROL MEASURES 3.02 CONS77?UC770N ENTRANCE - ONE CONS7RUC77ON ENTRANCE SHALL BE INSTALLED ON =S.' AND ATTACHED TO SUPPOR77NG POSTS AND EN7RENCHED, TO INTERCEPT AND DETAIN SMALL AT ALL 77MES DURING LAND DISTURBING AC77VITIES AND DURING S 17E DEVELOPMENT EACH OF THE LOTS. THIS LOCA77ON WILL BE THE ONLY POINT OF INGRESS AND EGRESS FOR THIS S17E CONSISTS OF ONLY 3 SOIL TYPES, 51C, 51D & 62B. SEE THiS SHEET FOR FURTHER DETAILS AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERA77ONS IN ORDER TO UN71L FINAL STABILIZATION IS ACHIEVED. CONS7RUC770N ACnurrY CARE WiLL BE TAKEN TO PROTECT THE ROADS FROM TRANSFER OF SEQI,/ cE of coNSTRUCnoN: PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND ES-8. DURING DEWA7ERiNG OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED LOW -TO- MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN WATER FILTERING DEVICE, SEDIMENT. 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE- C0NS7RUC77ON MEE77NG AS REQUIRED. SLOPE OF AREAS Wl7H MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS E5 -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL, MEASURES PERIODICALLY 3.05 SILT FENCE SILT FENCE WILL BE PLACED ON THE DOWNSTREAM SIDE OF DISTURBANCE 2 NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE APPROVAL FROM PLANTING DATES SPECIES RATE WHERE NOTED ON THE PLAN INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS 771E INSPECTOR ON THE PROJECT. S ACCORDANCE WIN 771E VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES J. CONTRACTOR SHALL INSTALL 7HE SEDIMENT BASIN BEFORE ANY S17E DISTURBANCE SHALL TAKE PLACE CONTRACTOR 50/50 MIX OF (LBS /ACRE) SHALL BE MADE IMMEDIATELY. J. OUTLET PRO TO BE PROVIDED AT THE OU7FALL OF DRAINAGE PIPES WHERE SHALL INSTALL FENCING AROUND 771E BASIN & SHALL STAKE THE LIMITS OF DISTURBANCE ON -SITE- CONSTRUCTION ANNUAL RYEGRASS 3.14 TEMPORARY SEDIMENT BASIN: SHOWN ON PLANS (OUTSIDE OF 771E LIMITS OF DISTURBANCE IS PROHIBITED. Zz SEPT 1 -FEB 15 (LOLIUM MULTI- FLORUM) 50 -100 A TEMPORARY BARRIER OR DA A/1 WITH A CONTROLLED S TORY WA7FR RELEASE STRUCTURE FORMED EROSION CONTROL NOTES 3.19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OU77ET PROTECTION WHERE SHOWN ON THE INSTALL PAVED CONS7RUC770N ENTRANCES WI7H WASH AREAS AS SHOWN ON 771E PLANS. 7HE CONSTRUCTION ENTRANCES ,�, & BY CONSTRUC77NG AN EMBANKMENT OF COMPACTED SOiL ACROSS A DRAINAGEWAY. TO DETAIL PLANS, AND WHERE CHECK DAMS ARE PROPOSED TO BE LOCATED. SHALL BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTE'S INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE E SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND `DRY" STORAGE LONG ENOUGH General construction notes for Erosion and Sediment Control plans TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR ]RACK /TUG ONTO 771E PAVED SURFACE. WHERE SEDIMENT IS oc CEREAL WINTER RYE 3.31 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE TRANSPQR7EO ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. '•" (WINTER) FOR 771E MAJORITY OF 771E SEDIMENT TO SETTLE OUT. APPLIES BELOW DISTURBED AREAS WHERE 1. The plan approving authority must be notified one week prior to the pre - construction conference, one � � (SECALE CEREALE) THE TOTAL CON7RiBU77NG DRAINAGE AREA IS EQUAL TO OR GREA7E•R 7HAN 7HREE ACRES. THERE week prior to the commencement of land disturbing activity, and one week prior to the final inspection. PLANS SEDIMENT SHALL BE REMOVED FROM 771E ROADS BY SHOVELING OR SWEEP /TUG AND 7RANSPORI7NG TO A SEDIMENT CONTROL W � ANNUAL RYEGRASS MUST BE SUFFICIENT SPACE AMD APPROPR IATE TOPOGRAPHY FOR THE CONSIRUC770N OF A 2. All erosion and sediment control measures will be constructed and maintained according to minimum 3.32 PERMANENT SEEDING- PERMANENT SEED /TUG SHALL BE APPLIED WHERE SHOWN ON 771E DISPOSAL AREA. S7REET WASH /NG SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. z (n FEB 16 -APR 20 60 -100 TEMPORARY IMPOUNDMENT. standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia PLANS 5 INSTALL THE REMAINING IN177AL CONS7RUC770N MEASURES AS SHOWN ON THE PLAN. 7HIS INCLUDES 774E INSTALLA7ION OF Z p -J (LOLIUM MULTI- FLORUM) P g g THE CHECK DAMS AND SILT FENCE. MEASURES IN7ENDED TO 7RAP SEDIMENT SHALL BE CONS7RUC7E"D AS A FIRST S7EP (n N J.18 Q(j1ZEE PRO tYTlON: Regulations VR 625 -02 -0o Erosion and Sediment Control Regulations. 3.36 SOIL STAB/L/ZA77pN BLANKETS AND MATTING- BIM SHALL BE EMPLOYED WHEREVER yyl� ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FtINC1TONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES '" GERMAN MILLET S7RUC7URALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT 771E 3• All erosion and sediment control measures are to be placed prior to or as the first step in clearing. SHOWN ON THE PLANS OR WHERE SLOPES EXCEED 3. 1 SLOPE. 0 (L z MAY 1 -AUG 31 SETARIA ITALICA 50 PLACE. 0 M ( ) OURE75 OF PIPES OR PAVED Cf•/ANNEL SECTIONS. TO PRE I/ENT SCOUR AT S TORY WATER OUTLETS, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 3.39 DUST CONTROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT 771E S17E WHERE 6. ONCE ALL THE EROS /ON CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PLANS AND THE INSPECTOR HAS TO PROTECT THE OUTLET S1RUG7URE, AND TO MINIMIZE 771E P07EN17AL FOR DOWNSTREAM EROSION S. prior to commencing land disturbing activities in areas other than indicated on these plans (including, but SHOWN ON THE PLANS. APPROVED 7HE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN GRADING OPERA7IONS V) SEEDINGS MADE IN FALL FOR WINTER COVER AND BY REDUCING 771E VELOCITY AND ENERGY OF CONCENTRATED STORMWA7ER FLOWS. APPLICABLE TO not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control 7 PERMANENT OR TEMPORARY SOIL STAB /UZA77ON SHALL BE APPLIED TO DENUDED AREAS Wi7H /N SEVEN DAYS AFTER FINAL DURING HOT AND DRY SUMMER MONTHS SHALL BE THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL SECT7QNS. plan to the owner for review and approval by the plan approving authority. 5TORMWATER MANAGEMEENT GRADE /S REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZA7ON SHALL BE APPLIED WI7741N SEVEN MULCHED IMMEDIATELY UPON COMPLETION OF SEED 6. The contractor is responsible for installation of any additional erosion control measures necessary to DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT UND/S7URBE0 FOR LONGER APPLICATION WITH TACKFFLED STRAW, iN ACCORDANCE 319 RIPRAP: THIS SITE IS ITHIN THE MIDDLE RiVANNA RIVER WATERSHED. THE PROJECT NATURALLY ( ) A PERMANENT, EROSION - RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER prevent erosion and sedimentation as determined by the plan approving authority. THAN 30 DAYS PERMANENT STABIUZA770N SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE WITH VA E &S STD 3.35. DRAINS VIA OVERLAND FLOW AND AN EXISTING DITCH TO A CULVERT AT THE BASE OF AN W FABRIC OR GRANULAR UNDERLINING TO PR07ECT THE SOIL FROM 7HE EROSIVE FORCES OF 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing THAN ONE YEAR. CONTRACTOR SHALL KEEP THE CONSTRUCTION ENTRANCES w/ WASH AREAS OPERA77ONAL AS LONG AS TEMPORARY SEEDING SCHEDULE CONCENTRATED RUNOFF, SLOW ME VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING 7HE activities and during site development until final stabilization is achieved. EMBANKMENT. THIS LOW AREA HAS AN EXIS77NG EMBANKMENT AND CULVERT, MAKING IT AN POSSIBLE. THE CHECK DAMS, SILT FENCING & SEDIMENT BASIN SHALL ALSO REMAIN IN PLACE AS LONG AS POSSIBLE AND NO SCALE P07E'N77AL FOR INFIL IRA 11071, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS; AND /OR 8. During dewatering operations, water will be pumped into an approved filtering device. IDEAL LOCA710N FOR A SWM FACILITY. THIS AREA WILL BE MODIFIED INTO AN EXTENDED SHALL ONLY BE REMOVED UPON 7HE COUNTY INSPECTOR's APPROVAL. THE SEDIMENT BASIN SHALL REMAIN IN PLACE UN77L ce (STD. & SPEC. 3.31 OF VIRGINIA EROSION & NON - COHESIVE SOILS USE WHEREVER SOIL AND WATER IN7ERFACE AND THE SOIL CONDITIONS, 9• The contractor shall inspect all erosion control measures periodically and after each runoff producing DE.TEN77ON FACILITY AND SHALL ACCOMMODATE THE FLOW AND RUN -OFF FROM THE UPLAND AREAS ARE STABILIZED. SEDIMENT CONTROL HANDBOOK, 3RD ED.) WA7E"R TURBULENCE AND VELOCITY, EXPEC7ED VEGETA77VE COVER, ETC., ARE SUCH THAT 774E SOIL rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices DEVELOPMENT OF THESE LOTS. 1002 OF 774E RUN -OFF FROM THIS DEVELOPMENT 8. INSTALL 7HE DRIVEWAYS & PROPOSED U77U77ES S MAY ERODE UNDER THE DESIGN FLOW CONDITIONS. shall be made immediately. SHALL BE COLLECTED, DETAINED AND 7REATED BY THE SWM FACILITY PRIOR TO BEING 9. ONCE ALL PHASES OF CONS7RUC71ON ARE COMPLETE, THE S17E iS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, TOTAL LBS 1o, All fill material to be taken from an approved, designated borrow area. RELEASED INTO THE EXIS77NG CULVERT & OFFS /7E AREAS. THE PROPOSED SWM FACILITY THE CONTRACTOR CAN REMOVE 7HE EROSION CONTROL MEASURES, INCLUDING THE SEDIMENT BASIN. NO /TEEM SHALL BE GENERAL SLOPE (3:1 OR LESS) PER RE 3.31 TEMPORARY SEEDING: pP g REMOVED UNLESS 771E UPSTREAM AREAS ARE STABILIZED AND 771E INSPECTOR GIVES PERMISSION. 7HE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING W77H 11. All waste materials shall be taken to an approved waste area. Earth fi'If shall be inert materials only, free PROVIDES A PHOSPHOROUS REMOVAL RA 7E OF 35.E WHICH EXCEEDS 7HE MIN /MUM REQUIRED 10. MAINTAIN ALL EROS /ON CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK, KENTUCKY 31 FESCUE 128 LBS. APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTATION BY of roots, stumps, wood, rubbish, and other debris. FOR 7HIS DEVELOPMENT. REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH 7HE VIRGINIA EROSION RED TOP GRASS 2 LBS. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF i2, Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section iMAINTENANCE.' AND SEDIMENT CONTROL HANDBOOK. SEASONAL NURSE CROP 20 LBS. MORE TVAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR 128 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AF7ER FINAL S17E OFF -S17E AREAS, AND TO PROWDE PR07EC77ON TO BARE SOILS EXPOSED DURING CONS7RUC77ON S' ' IN GENERAL, DURING CONSIRUC77ON 771E RLD OR CONTRACTOR ON -5 /7E' WILL CHECK ALL 150 LBS UN77L PERMANENT VEGETA77ON OR OTHER EROSION CON7ROL MEASURES CAN BE ESTABLISHED. 1 All inert materials shall be transported in compliance with sections STABILiZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE �'ASONAL NURSE CROP 3• P P � 3-:301 of the Code of Albemarle. EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. w U) w u7 ce w oS � W W u Z z'�t p U Q (n I w 1Y 1 (A Q a z =) L9 N I- z in FEBRUARY 16 THROUGH APRIL ANNUAL RYE 14• Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC AT7EN7TON WILL LOCAL PROGRAM ADM/N/S7RATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS/770N LU � � en M ooamto a m BE GIVEN TO 771E FOLLOWING ITEMS: OF TEMPORARY MEASURES SHALL BE PERMANENTLY STAB /LIZ D TO PR EVEN T FUR TH R OS /ON AND S /MEN TATION. t- � 1, 1-1 MAY t THROUGH AUGUST 15 FOX(AIL MILLET h &.ZK PERMANENT 2L/J0%lZATtON 75 9'o p a. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE AUGUST 16 THROUGH OCTOBER ANNUAL RYE THE ESTABLISHMENT OF PERENNfAL VEGETA77VE COVER ON DISTURBED AREAS BY PLAN77NG SEED. 1 . Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support or order SEDIMENT 774E VIRGINIA EROSION & PS WILL L SEDIMENT CONTROL HANDBOOK. Technlcalgl2lletin7 Min[mumStan/tard3A2 NOVEMBER THROUGH FEBRUARY 15 WINTER RYE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to C0 7R HAN BO K. NOTES: STABILIZE DISTURBED AREAS IN ,A MANNER 7HAT /S ECONOMICAL, ADAPTABLE TO S /IF CONDITIONS, an public street because o slides sinking, or collapse. b. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP 7HAT WILL AND ALLOWS SELECTION OF 7HE MOST APPROPRIATE- PLANT MATERIALS TO IMPROVE WWLDUFE y p 4- p PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT THE GRAVEL WILL 6 TI,, d 1 h If th ht t st II ' t ' 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUC770N AC71V177ES, ALL 1 . e eve over s a reserve a rtg on a , main a1n, remove or cronvert to permanent stormwater BE REMOVED AND CLEANED, OR IT TILL BE REPLACED. TESTS AND APPLIED IN ACCORDANCE WiTH VESCH STD. 3.32. AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. management facilities where applicable all erosion control measures required by this plan regardless of the c ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR sale of any lot, unit, building or other portion of the property. DETERIORA770N OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE 2. SEEDiNGS TO BE MULCHED IMMEDIATELY UPON COMPLETION 3.3-6 y REMOVED WHEN 7HE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF STABILIZATION BLANKETS & MA77%NG: 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre and in OF SEED APPLICATION, IN ACCORDANCE W% VESCH STD 3.35. ' THE BARRIER. THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABIUZA77ON MAT ON A the months of September to February to consist a 50 /50 mix of Annual Ryegrass and Cereal Winter Rye, or d ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS PERMANENT SEEDING SCHEDULE PREPARED PLAN77NG AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE TO AID IN C0017ROLLING in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. NO SCALE EROSION ON CR177CAL AREAS BY PROVIDING A MICROCL /MATE WHICH PROTECTS YOUNG VEGETA77ON mulch is to be applied at 8olbs/3.00sf. Alternatives are subject to approved by the County erosion control IN CASE OF EMERGENCY, 771E PRIMARY CONTACT FOR 174E PROJECT WILL BE THE RLD OR AND PROMOTES ITS ESTABLISHMENT. APPLIES ON SHORT, STEEP SLOPES WHERE EROSION HAZARD (STD. &SPEC. 3.32 OF VIRGINIA EROSION & inspector. CONTRACTOR ON -SITE: 771E CONTRACTOR WILL BE DETERMINED AT 171E 7111E THE CONTRACT SEDIMENT CONTROL HANDBOOK, 3RD ED.) P S IS HIGH AND PLAN77NG IS LIKELY TO BE TOO SLOW IN PROVIDING ADEQUATE PR07EC77VE COVER, 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade iS AWARDED. UPON COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR 3.39 DUST CONTROL: limestone shall be applied at golbs /l000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be S17E MAINTENANCE. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND applied at l000lbs /acre and consist of a 10 -2o -10 nutrient mix. Permanent seeding shall be applied at SOIL DESCRIPTION SHALLOW CONSTRUCTION AC77V/7TES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED 18olbs /acre and consist of 95% Kentucky 31 or Tall Fescue and o -5% Perennial Ryegrass or Kentucky SLOPE _ SOIL SURFACES AND REDUCE THIE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT Bluegrass. Straw mulch is to be applied at 8olbs/soosf. Alternatives are subject to approved b the County 51C - Manteo channery silt loam- 7X to 15.x' slopes. Manteo is generally a moderately ' ="`^ HEALTH HAZARDS, 774AFF7C SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CON7ROL g pp pv y sloping soil that is somewhat excessively drained Typically the surface layer is about 0 -6 ` -A r MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING erosion control inspector. inches thick and has a very low available water capacity. This soil generally does not have a .. I ... • ,. � _' 1g. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging risk of flooding CONS7RUC77ON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. g or ponding. The seasonal high water table is typically of a depth of more _" ON O SLOPES, STRIPS BERM to structural measures is to be repair immediately. Silt traps are to be cleaned when 5o% of the wet storage than 80 inches and the soil will overage a very low to high ksat value. I . NE� TECTIVE COVERINGS volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand 51D - Manteo channery silt loam- 15X to 252 slopes. Manteo is generally very sloping soil - I MAY BE APPLIED ACROSS WHERE THERE IS A BERM AT THE TOP OF THE SL!;�ft of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned that is somewhat excessively drained. Typically the surface layer is about 0 -6 inches thick I THE SLOPE. BRING THE MATERIAL OVER THE BERM AND ANCHO and repaired immediate/ Y capacity. generally I - BEHIND THE BERM. p ' y and has a very low available water ca ac /t . This soil eneroll does not have a risk of + flooding or ponding. The seasonal high water table is typically at a depth of more than 80 4" 2o. All temporary erosion and sediment control measures are to be removed within 3o days of final site -- =` = - stabilization, when measures are no longer needed, subject to approval by the County erosion control inches and the soil will average a very low to high ksat value. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE STEEP 62B Nason silt loam- 2X to 79 slopes Nason is generally a gentle sloping soil that is TERM /NATIkNG THE INSTALLATION, TURN THE END SLOPE inspector. well drained. Typically the surface layer is about 0 -8 inches thick and has a moderate I UNDER 4 AND STAPLE AT 72 INTERVALS. 2a. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water water capacity. This soil eneral! does not have a risk of flooding or ondnn . :\'.::,., generally g p g The seasonal DITCH - FLOW .- . - .. - . .. ., . . Protection Ordinance section 17- 2o4G.) high water table is typically at a depth of more than 80 inches and the soil will overage a _. ,.. , ON ST P SLOPES APPLY 22" Permanent vegetation shall be installed on all denuded areas within niine (9) months after the date the very low to high ksot value. �0 THE ECTiON OF FLOW LEL land disturbing activity commenced. (Water Protection Ordinance section 17- 2076) Reference: web soil survey online database, found of IN DITCHES APPLY PROT�C77VE COVER /TUG I AND ANCHOR SECURELY. Http: //websoilsurvey.Nres Usda.Gov /app /websoitsurvey.Aspx PARALLEL f0 THE DIRECTION OF FLOW. 1. USE CHECK SLOTS AS REQUIRED. AVOID _ I I THE DIT H FRAT ALL POSTI LE R OF I I FILL SLOPE SECTtW DROP' STD EC-4 MATERIAL VERTICALLY DOWNSLOPE � � . L�Ilr' .% 4r I, Ir eCTTou of cur BEM SOIL STABILIZA T1 ON BLANKET NOTE.• -P TREATMENT 9 SOIL STABiUZA77ON MATTING MATERIAL SHALL BE INSTALLED AS Nn SCAT F REQUESTED BY THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 40-3 SLGPE LN4WG - WET .SLOPE '"F* -%-- F' DE:1'N TOP CCIFY iA°F1'•lDVnin 1Qf SS.4P.E..LMiG ^ $j' SLOPE e,,,_.� 2' D" A OF FII1 am VANEAN 4�OM MkY.E TREMCH Rn0 $9N Nip NOTE" Fada Ftl Lnwusrve L e4AP- U'WAcE 0A.L * S1qu1H ANA f WE iY H9gY5 LWra Li ,Atl LNAf& A5u SIU EC -5 5� ?0A{fMM4}ttE:L7e�L[L A VIA= Mr av{C`0"ACE FOS P�,0 -M ML CC4JZ. rwr �� 2'alWll A4F••MN 16 .M .' %ICMDrH 1 OY Vo: W&T'C7JV'W R"OEo:H 3, 911:{5 Or mn"r s"ALL se s,wE Yovs Cr vmvmP EC•3 RIPE c1 1A KxE. 4.5(4!, tOUTArr7H Wr YTPF 9 LNA1 W A M Q*WWe 'NTH 71E AWRO4Y0 .L PROWL �LI6r BE �� TO A UWOM THOM= "M 70 NYtCAMA OF ZM VOT70M Or M ROTS - r1 . 9. $ R5 W It 1t .5 SEE YU0(•5 A41 04V f4MMIS L61 FAR T tlOttON Or pJr MOPE 7.ff3&C pRnT% 3C Aa W M t { orFM a� ST�-A .ST S ttP£11 h 1&155 LI ffi -CDFO e9Rn1ATFt.Y PWft TO WYALc Ar4% BRfJ KOF 0 Mti SOIL STABILIZATION MAT - YON AHO W"t vyow TWB SLOPE INSTALLATION TYPE C 1[YFICHDATE EICET or 3 We UF4W MV MRKST OF TRA .79TATM 1R 00 1. SET POSTS AND EXCAVATE A 4 "X4" 7RENCH UPSLOPE ALONG THE LINE OF POSTS. ' -- 1 I / �-�-- I / _ -- _ � F �lllIll- FLOW 11=ill- 1 11- CR-2. 2. d! ti• y. }le" "UP Y-,S- d -0' a -Y X I I I II I I I I ±� ► ± I I J I X 27Y4" MN - 204 MAX RAL t -LIGHT GR -2A GR 2 n-W -W.T npV - w f-11. POT 3PACN4I M•X VrS?W CC'I.ECT*N ­r " errl^MC ogac -" - Y OF r /tl 4' 1et rq l ` - . A0 1.s= MUDRAI I M:.TrM gtMU rH n xrra Ae� APPertlWATT C4LY AW CM K ADA15TW Wf4HG Cpvi +u;DVY r AXI Y. - DF1tC tL 3r .. ta0 WH: MR D_-NLS Dr PoT MC BLO =Ni-3 5M S-M A0. Sows, -CA IP- at ^r RM nr;A :Lo 44 fF :pN ^. AVV .WC AM HAANMS SM 5FG'T ADS. ZM AND 501.Or, RAY F'WhI3 AGF .0411" GM`F r.HeM � Rra9 7�T�. r "�rJ'�(�r(• eErW&N - FTE7 NA7 ,SO .&T T•T 'Tr" 9 R cu*nur FPM rAW1 w I" Plme rO�T 914 ����{ �(�D$,E, 1 ,�I FAT h'18&I 5 9�..mW'9GAl rl.EaC 4!e'1C 1'R01 >� A -- ?FT feQ 4 MRFHR A -' N . F (r. A FIR \` '%0Q. 505 t IFL sFE'9YC4 KHi. ^...\ I rR -) AJA R,t w W W 1-.'PD A A fItL - `Ean OF a7 I' MH lay/ V.0 As sz' w:d4 Pis -� . A47AA1ti w t rA- M- m l 1s4L7 SIN 1 a s WPE' Dt n8 .l. ,w[:uLm Yw.n.L rw rw t r4s9u HOYVArr. ~64 CRI POST STANDARD BLOCKED -OUT VII -BEAM GUARDRAIL ' (S -RONG. POST SYS -CM) Ow'"Dwmil -11 a vww.1H A ch 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- MAINTAINED ON THE S17E AT ALL TIMES ONG WILL 1 , A LL E XIS N RUNNIN DE R 3.0-2 CONSMUC77ON ENTRANCE ES-5.-PRIOR TO COMMENCING LAND DISTURBING AC77W77ES IN AREAS OTHER THAN BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SUBDM510N. A STABILIZED PAVED CONS7RUC77ON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF IND ICATED ON THESE PLANS ( /NCLUD /NG BUT NOT L/M /TED TO, OFF- S /7E BORROW SEVEN DAM THESE AREAS SHALL BE SEEDED WITH FAST GERMINA77NG VEGETATION OFFS /ZE LAND DDISWRANCE: VEHICULAR INGRESS AND EGRESS ON A C0NS7RUC77ON SITE. TO REDUCE THE AMOUNT OF MUD OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELEC77ON OF SEED MIXTURE WILL DEPENDTUIS PROJECT PROPOSES MINOR OFFS17E DISTURBANCES ALONG THE ROADWAY. NO OFFS17E PROPERTIES ARE PROPOSED FOR TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CONSTRUCTION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN ON THE TIME OF YEAR APPLIED. CUT DISPOSAL OR FILL ACQUISITION, HOWEVER SHOULD SUCH EARTHWORK BE REQUIRED 7HE PROPERTIES MUST HAVE AN ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE AMOUNT SEDIMENT APPROVING AUTHORITY. APPROVED EROSION AND SEDIMENT CONTROL PLAN. 7RANSPORTE0 ONTO PUBLIC ROADWAYS. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA7ION OF ANY ADDITIONAL EROSION CRI•ML AREAS. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 3.01 SAFETY FENCE - SAFETY FENCE WILL BE INSTALLED AROUND 771E PROPOSED SEDIMENT CRI77CAL SLOPES, MANMADE AND NATURAL, EXIST ON-S17E AND A PORTION OF THESE SLOPES ARE PROPOSED TO BE DISTURBED X05 SIT FENCE.• DETERMINED BY THE PLAN APPROVING AUTHORITY. BASIN & ALONG THE LIMITS OF DISTURBANCE. WITH 7HIS WPO PLAN. A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHE77C FILLER FABRIC STRETCHED ACROSS ES-7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CON7ROL MEASURES 3.02 CONS77?UC770N ENTRANCE - ONE CONS7RUC77ON ENTRANCE SHALL BE INSTALLED ON =S.' AND ATTACHED TO SUPPOR77NG POSTS AND EN7RENCHED, TO INTERCEPT AND DETAIN SMALL AT ALL 77MES DURING LAND DISTURBING AC77VITIES AND DURING S 17E DEVELOPMENT EACH OF THE LOTS. THIS LOCA77ON WILL BE THE ONLY POINT OF INGRESS AND EGRESS FOR THIS S17E CONSISTS OF ONLY 3 SOIL TYPES, 51C, 51D & 62B. SEE THiS SHEET FOR FURTHER DETAILS AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERA77ONS IN ORDER TO UN71L FINAL STABILIZATION IS ACHIEVED. CONS7RUC770N ACnurrY CARE WiLL BE TAKEN TO PROTECT THE ROADS FROM TRANSFER OF SEQI,/ cE of coNSTRUCnoN: PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND ES-8. DURING DEWA7ERiNG OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED LOW -TO- MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN WATER FILTERING DEVICE, SEDIMENT. 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE- C0NS7RUC77ON MEE77NG AS REQUIRED. SLOPE OF AREAS Wl7H MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS E5 -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL, MEASURES PERIODICALLY 3.05 SILT FENCE SILT FENCE WILL BE PLACED ON THE DOWNSTREAM SIDE OF DISTURBANCE 2 NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE APPROVAL FROM PLANTING DATES SPECIES RATE WHERE NOTED ON THE PLAN INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS 771E INSPECTOR ON THE PROJECT. S ACCORDANCE WIN 771E VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES J. CONTRACTOR SHALL INSTALL 7HE SEDIMENT BASIN BEFORE ANY S17E DISTURBANCE SHALL TAKE PLACE CONTRACTOR 50/50 MIX OF (LBS /ACRE) SHALL BE MADE IMMEDIATELY. J. OUTLET PRO TO BE PROVIDED AT THE OU7FALL OF DRAINAGE PIPES WHERE SHALL INSTALL FENCING AROUND 771E BASIN & SHALL STAKE THE LIMITS OF DISTURBANCE ON -SITE- CONSTRUCTION ANNUAL RYEGRASS 3.14 TEMPORARY SEDIMENT BASIN: SHOWN ON PLANS (OUTSIDE OF 771E LIMITS OF DISTURBANCE IS PROHIBITED. Zz SEPT 1 -FEB 15 (LOLIUM MULTI- FLORUM) 50 -100 A TEMPORARY BARRIER OR DA A/1 WITH A CONTROLLED S TORY WA7FR RELEASE STRUCTURE FORMED EROSION CONTROL NOTES 3.19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OU77ET PROTECTION WHERE SHOWN ON THE INSTALL PAVED CONS7RUC770N ENTRANCES WI7H WASH AREAS AS SHOWN ON 771E PLANS. 7HE CONSTRUCTION ENTRANCES ,�, & BY CONSTRUC77NG AN EMBANKMENT OF COMPACTED SOiL ACROSS A DRAINAGEWAY. TO DETAIL PLANS, AND WHERE CHECK DAMS ARE PROPOSED TO BE LOCATED. SHALL BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTE'S INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE E SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND `DRY" STORAGE LONG ENOUGH General construction notes for Erosion and Sediment Control plans TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR ]RACK /TUG ONTO 771E PAVED SURFACE. WHERE SEDIMENT IS oc CEREAL WINTER RYE 3.31 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE TRANSPQR7EO ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. '•" (WINTER) FOR 771E MAJORITY OF 771E SEDIMENT TO SETTLE OUT. APPLIES BELOW DISTURBED AREAS WHERE 1. The plan approving authority must be notified one week prior to the pre - construction conference, one � � (SECALE CEREALE) THE TOTAL CON7RiBU77NG DRAINAGE AREA IS EQUAL TO OR GREA7E•R 7HAN 7HREE ACRES. THERE week prior to the commencement of land disturbing activity, and one week prior to the final inspection. PLANS SEDIMENT SHALL BE REMOVED FROM 771E ROADS BY SHOVELING OR SWEEP /TUG AND 7RANSPORI7NG TO A SEDIMENT CONTROL W � ANNUAL RYEGRASS MUST BE SUFFICIENT SPACE AMD APPROPR IATE TOPOGRAPHY FOR THE CONSIRUC770N OF A 2. All erosion and sediment control measures will be constructed and maintained according to minimum 3.32 PERMANENT SEEDING- PERMANENT SEED /TUG SHALL BE APPLIED WHERE SHOWN ON 771E DISPOSAL AREA. S7REET WASH /NG SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. z (n FEB 16 -APR 20 60 -100 TEMPORARY IMPOUNDMENT. standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia PLANS 5 INSTALL THE REMAINING IN177AL CONS7RUC770N MEASURES AS SHOWN ON THE PLAN. 7HIS INCLUDES 774E INSTALLA7ION OF Z p -J (LOLIUM MULTI- FLORUM) P g g THE CHECK DAMS AND SILT FENCE. MEASURES IN7ENDED TO 7RAP SEDIMENT SHALL BE CONS7RUC7E"D AS A FIRST S7EP (n N J.18 Q(j1ZEE PRO tYTlON: Regulations VR 625 -02 -0o Erosion and Sediment Control Regulations. 3.36 SOIL STAB/L/ZA77pN BLANKETS AND MATTING- BIM SHALL BE EMPLOYED WHEREVER yyl� ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FtINC1TONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES '" GERMAN MILLET S7RUC7URALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT 771E 3• All erosion and sediment control measures are to be placed prior to or as the first step in clearing. SHOWN ON THE PLANS OR WHERE SLOPES EXCEED 3. 1 SLOPE. 0 (L z MAY 1 -AUG 31 SETARIA ITALICA 50 PLACE. 0 M ( ) OURE75 OF PIPES OR PAVED Cf•/ANNEL SECTIONS. TO PRE I/ENT SCOUR AT S TORY WATER OUTLETS, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 3.39 DUST CONTROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT 771E S17E WHERE 6. ONCE ALL THE EROS /ON CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PLANS AND THE INSPECTOR HAS TO PROTECT THE OUTLET S1RUG7URE, AND TO MINIMIZE 771E P07EN17AL FOR DOWNSTREAM EROSION S. prior to commencing land disturbing activities in areas other than indicated on these plans (including, but SHOWN ON THE PLANS. APPROVED 7HE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN GRADING OPERA7IONS V) SEEDINGS MADE IN FALL FOR WINTER COVER AND BY REDUCING 771E VELOCITY AND ENERGY OF CONCENTRATED STORMWA7ER FLOWS. APPLICABLE TO not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control 7 PERMANENT OR TEMPORARY SOIL STAB /UZA77ON SHALL BE APPLIED TO DENUDED AREAS Wi7H /N SEVEN DAYS AFTER FINAL DURING HOT AND DRY SUMMER MONTHS SHALL BE THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL SECT7QNS. plan to the owner for review and approval by the plan approving authority. 5TORMWATER MANAGEMEENT GRADE /S REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZA7ON SHALL BE APPLIED WI7741N SEVEN MULCHED IMMEDIATELY UPON COMPLETION OF SEED 6. The contractor is responsible for installation of any additional erosion control measures necessary to DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT UND/S7URBE0 FOR LONGER APPLICATION WITH TACKFFLED STRAW, iN ACCORDANCE 319 RIPRAP: THIS SITE IS ITHIN THE MIDDLE RiVANNA RIVER WATERSHED. THE PROJECT NATURALLY ( ) A PERMANENT, EROSION - RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER prevent erosion and sedimentation as determined by the plan approving authority. THAN 30 DAYS PERMANENT STABIUZA770N SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE WITH VA E &S STD 3.35. DRAINS VIA OVERLAND FLOW AND AN EXISTING DITCH TO A CULVERT AT THE BASE OF AN W FABRIC OR GRANULAR UNDERLINING TO PR07ECT THE SOIL FROM 7HE EROSIVE FORCES OF 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing THAN ONE YEAR. CONTRACTOR SHALL KEEP THE CONSTRUCTION ENTRANCES w/ WASH AREAS OPERA77ONAL AS LONG AS TEMPORARY SEEDING SCHEDULE CONCENTRATED RUNOFF, SLOW ME VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING 7HE activities and during site development until final stabilization is achieved. EMBANKMENT. THIS LOW AREA HAS AN EXIS77NG EMBANKMENT AND CULVERT, MAKING IT AN POSSIBLE. THE CHECK DAMS, SILT FENCING & SEDIMENT BASIN SHALL ALSO REMAIN IN PLACE AS LONG AS POSSIBLE AND NO SCALE P07E'N77AL FOR INFIL IRA 11071, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS; AND /OR 8. During dewatering operations, water will be pumped into an approved filtering device. IDEAL LOCA710N FOR A SWM FACILITY. THIS AREA WILL BE MODIFIED INTO AN EXTENDED SHALL ONLY BE REMOVED UPON 7HE COUNTY INSPECTOR's APPROVAL. THE SEDIMENT BASIN SHALL REMAIN IN PLACE UN77L ce (STD. & SPEC. 3.31 OF VIRGINIA EROSION & NON - COHESIVE SOILS USE WHEREVER SOIL AND WATER IN7ERFACE AND THE SOIL CONDITIONS, 9• The contractor shall inspect all erosion control measures periodically and after each runoff producing DE.TEN77ON FACILITY AND SHALL ACCOMMODATE THE FLOW AND RUN -OFF FROM THE UPLAND AREAS ARE STABILIZED. SEDIMENT CONTROL HANDBOOK, 3RD ED.) WA7E"R TURBULENCE AND VELOCITY, EXPEC7ED VEGETA77VE COVER, ETC., ARE SUCH THAT 774E SOIL rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices DEVELOPMENT OF THESE LOTS. 1002 OF 774E RUN -OFF FROM THIS DEVELOPMENT 8. INSTALL 7HE DRIVEWAYS & PROPOSED U77U77ES S MAY ERODE UNDER THE DESIGN FLOW CONDITIONS. shall be made immediately. SHALL BE COLLECTED, DETAINED AND 7REATED BY THE SWM FACILITY PRIOR TO BEING 9. ONCE ALL PHASES OF CONS7RUC71ON ARE COMPLETE, THE S17E iS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, TOTAL LBS 1o, All fill material to be taken from an approved, designated borrow area. RELEASED INTO THE EXIS77NG CULVERT & OFFS /7E AREAS. THE PROPOSED SWM FACILITY THE CONTRACTOR CAN REMOVE 7HE EROSION CONTROL MEASURES, INCLUDING THE SEDIMENT BASIN. NO /TEEM SHALL BE GENERAL SLOPE (3:1 OR LESS) PER RE 3.31 TEMPORARY SEEDING: pP g REMOVED UNLESS 771E UPSTREAM AREAS ARE STABILIZED AND 771E INSPECTOR GIVES PERMISSION. 7HE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING W77H 11. All waste materials shall be taken to an approved waste area. Earth fi'If shall be inert materials only, free PROVIDES A PHOSPHOROUS REMOVAL RA 7E OF 35.E WHICH EXCEEDS 7HE MIN /MUM REQUIRED 10. MAINTAIN ALL EROS /ON CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK, KENTUCKY 31 FESCUE 128 LBS. APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTATION BY of roots, stumps, wood, rubbish, and other debris. FOR 7HIS DEVELOPMENT. REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH 7HE VIRGINIA EROSION RED TOP GRASS 2 LBS. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF i2, Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section iMAINTENANCE.' AND SEDIMENT CONTROL HANDBOOK. SEASONAL NURSE CROP 20 LBS. MORE TVAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR 128 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AF7ER FINAL S17E OFF -S17E AREAS, AND TO PROWDE PR07EC77ON TO BARE SOILS EXPOSED DURING CONS7RUC77ON S' ' IN GENERAL, DURING CONSIRUC77ON 771E RLD OR CONTRACTOR ON -5 /7E' WILL CHECK ALL 150 LBS UN77L PERMANENT VEGETA77ON OR OTHER EROSION CON7ROL MEASURES CAN BE ESTABLISHED. 1 All inert materials shall be transported in compliance with sections STABILiZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE �'ASONAL NURSE CROP 3• P P � 3-:301 of the Code of Albemarle. EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. w U) w u7 ce w oS � W W u Z z'�t p U Q (n I w 1Y 1 (A Q a z =) L9 N I- z in FEBRUARY 16 THROUGH APRIL ANNUAL RYE 14• Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC AT7EN7TON WILL LOCAL PROGRAM ADM/N/S7RATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS/770N LU � � en M ooamto a m BE GIVEN TO 771E FOLLOWING ITEMS: OF TEMPORARY MEASURES SHALL BE PERMANENTLY STAB /LIZ D TO PR EVEN T FUR TH R OS /ON AND S /MEN TATION. t- � 1, 1-1 MAY t THROUGH AUGUST 15 FOX(AIL MILLET h &.ZK PERMANENT 2L/J0%lZATtON 75 9'o p a. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE AUGUST 16 THROUGH OCTOBER ANNUAL RYE THE ESTABLISHMENT OF PERENNfAL VEGETA77VE COVER ON DISTURBED AREAS BY PLAN77NG SEED. 1 . Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support or order SEDIMENT 774E VIRGINIA EROSION & PS WILL L SEDIMENT CONTROL HANDBOOK. Technlcalgl2lletin7 Min[mumStan/tard3A2 NOVEMBER THROUGH FEBRUARY 15 WINTER RYE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to C0 7R HAN BO K. NOTES: STABILIZE DISTURBED AREAS IN ,A MANNER 7HAT /S ECONOMICAL, ADAPTABLE TO S /IF CONDITIONS, an public street because o slides sinking, or collapse. b. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP 7HAT WILL AND ALLOWS SELECTION OF 7HE MOST APPROPRIATE- PLANT MATERIALS TO IMPROVE WWLDUFE y p 4- p PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT THE GRAVEL WILL 6 TI,, d 1 h If th ht t st II ' t ' 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUC770N AC71V177ES, ALL 1 . e eve over s a reserve a rtg on a , main a1n, remove or cronvert to permanent stormwater BE REMOVED AND CLEANED, OR IT TILL BE REPLACED. TESTS AND APPLIED IN ACCORDANCE WiTH VESCH STD. 3.32. AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. management facilities where applicable all erosion control measures required by this plan regardless of the c ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR sale of any lot, unit, building or other portion of the property. DETERIORA770N OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE 2. SEEDiNGS TO BE MULCHED IMMEDIATELY UPON COMPLETION 3.3-6 y REMOVED WHEN 7HE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF STABILIZATION BLANKETS & MA77%NG: 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre and in OF SEED APPLICATION, IN ACCORDANCE W% VESCH STD 3.35. ' THE BARRIER. THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABIUZA77ON MAT ON A the months of September to February to consist a 50 /50 mix of Annual Ryegrass and Cereal Winter Rye, or d ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS PERMANENT SEEDING SCHEDULE PREPARED PLAN77NG AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE TO AID IN C0017ROLLING in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. NO SCALE EROSION ON CR177CAL AREAS BY PROVIDING A MICROCL /MATE WHICH PROTECTS YOUNG VEGETA77ON mulch is to be applied at 8olbs/3.00sf. Alternatives are subject to approved by the County erosion control IN CASE OF EMERGENCY, 771E PRIMARY CONTACT FOR 174E PROJECT WILL BE THE RLD OR AND PROMOTES ITS ESTABLISHMENT. APPLIES ON SHORT, STEEP SLOPES WHERE EROSION HAZARD (STD. &SPEC. 3.32 OF VIRGINIA EROSION & inspector. CONTRACTOR ON -SITE: 771E CONTRACTOR WILL BE DETERMINED AT 171E 7111E THE CONTRACT SEDIMENT CONTROL HANDBOOK, 3RD ED.) P S IS HIGH AND PLAN77NG IS LIKELY TO BE TOO SLOW IN PROVIDING ADEQUATE PR07EC77VE COVER, 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade iS AWARDED. UPON COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR 3.39 DUST CONTROL: limestone shall be applied at golbs /l000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be S17E MAINTENANCE. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND applied at l000lbs /acre and consist of a 10 -2o -10 nutrient mix. Permanent seeding shall be applied at SOIL DESCRIPTION SHALLOW CONSTRUCTION AC77V/7TES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED 18olbs /acre and consist of 95% Kentucky 31 or Tall Fescue and o -5% Perennial Ryegrass or Kentucky SLOPE _ SOIL SURFACES AND REDUCE THIE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT Bluegrass. Straw mulch is to be applied at 8olbs/soosf. Alternatives are subject to approved b the County 51C - Manteo channery silt loam- 7X to 15.x' slopes. Manteo is generally a moderately ' ="`^ HEALTH HAZARDS, 774AFF7C SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CON7ROL g pp pv y sloping soil that is somewhat excessively drained Typically the surface layer is about 0 -6 ` -A r MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING erosion control inspector. inches thick and has a very low available water capacity. This soil generally does not have a .. I ... • ,. � _' 1g. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging risk of flooding CONS7RUC77ON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. g or ponding. The seasonal high water table is typically of a depth of more _" ON O SLOPES, STRIPS BERM to structural measures is to be repair immediately. Silt traps are to be cleaned when 5o% of the wet storage than 80 inches and the soil will overage a very low to high ksat value. I . NE� TECTIVE COVERINGS volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand 51D - Manteo channery silt loam- 15X to 252 slopes. Manteo is generally very sloping soil - I MAY BE APPLIED ACROSS WHERE THERE IS A BERM AT THE TOP OF THE SL!;�ft of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned that is somewhat excessively drained. Typically the surface layer is about 0 -6 inches thick I THE SLOPE. BRING THE MATERIAL OVER THE BERM AND ANCHO and repaired immediate/ Y capacity. generally I - BEHIND THE BERM. p ' y and has a very low available water ca ac /t . This soil eneroll does not have a risk of + flooding or ponding. The seasonal high water table is typically at a depth of more than 80 4" 2o. All temporary erosion and sediment control measures are to be removed within 3o days of final site -- =` = - stabilization, when measures are no longer needed, subject to approval by the County erosion control inches and the soil will average a very low to high ksat value. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE STEEP 62B Nason silt loam- 2X to 79 slopes Nason is generally a gentle sloping soil that is TERM /NATIkNG THE INSTALLATION, TURN THE END SLOPE inspector. well drained. Typically the surface layer is about 0 -8 inches thick and has a moderate I UNDER 4 AND STAPLE AT 72 INTERVALS. 2a. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water water capacity. This soil eneral! does not have a risk of flooding or ondnn . :\'.::,., generally g p g The seasonal DITCH - FLOW .- . - .. - . .. ., . . Protection Ordinance section 17- 2o4G.) high water table is typically at a depth of more than 80 inches and the soil will overage a _. ,.. , ON ST P SLOPES APPLY 22" Permanent vegetation shall be installed on all denuded areas within niine (9) months after the date the very low to high ksot value. �0 THE ECTiON OF FLOW LEL land disturbing activity commenced. (Water Protection Ordinance section 17- 2076) Reference: web soil survey online database, found of IN DITCHES APPLY PROT�C77VE COVER /TUG I AND ANCHOR SECURELY. Http: //websoilsurvey.Nres Usda.Gov /app /websoitsurvey.Aspx PARALLEL f0 THE DIRECTION OF FLOW. 1. USE CHECK SLOTS AS REQUIRED. AVOID _ I I THE DIT H FRAT ALL POSTI LE R OF I I FILL SLOPE SECTtW DROP' STD EC-4 MATERIAL VERTICALLY DOWNSLOPE � � . L�Ilr' .% 4r I, Ir eCTTou of cur BEM SOIL STABILIZA T1 ON BLANKET NOTE.• -P TREATMENT 9 SOIL STABiUZA77ON MATTING MATERIAL SHALL BE INSTALLED AS Nn SCAT F REQUESTED BY THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 40-3 SLGPE LN4WG - WET .SLOPE '"F* -%-- F' DE:1'N TOP CCIFY iA°F1'•lDVnin 1Qf SS.4P.E..LMiG ^ $j' SLOPE e,,,_.� 2' D" A OF FII1 am VANEAN 4�OM MkY.E TREMCH Rn0 $9N Nip NOTE" Fada Ftl Lnwusrve L e4AP- U'WAcE 0A.L * S1qu1H ANA f WE iY H9gY5 LWra Li ,Atl LNAf& A5u SIU EC -5 5� ?0A{fMM4}ttE:L7e�L[L A VIA= Mr av{C`0"ACE FOS P�,0 -M ML CC4JZ. rwr �� 2'alWll A4F••MN 16 .M .' %ICMDrH 1 OY Vo: W&T'C7JV'W R"OEo:H 3, 911:{5 Or mn"r s"ALL se s,wE Yovs Cr vmvmP EC•3 RIPE c1 1A KxE. 4.5(4!, tOUTArr7H Wr YTPF 9 LNA1 W A M Q*WWe 'NTH 71E AWRO4Y0 .L PROWL �LI6r BE �� TO A UWOM THOM= "M 70 NYtCAMA OF ZM VOT70M Or M ROTS - r1 . 9. $ R5 W It 1t .5 SEE YU0(•5 A41 04V f4MMIS L61 FAR T tlOttON Or pJr MOPE 7.ff3&C pRnT% 3C Aa W M t { orFM a� ST�-A .ST S ttP£11 h 1&155 LI ffi -CDFO e9Rn1ATFt.Y PWft TO WYALc Ar4% BRfJ KOF 0 Mti SOIL STABILIZATION MAT - YON AHO W"t vyow TWB SLOPE INSTALLATION TYPE C 1[YFICHDATE EICET or 3 We UF4W MV MRKST OF TRA .79TATM 1R 00 1. SET POSTS AND EXCAVATE A 4 "X4" 7RENCH UPSLOPE ALONG THE LINE OF POSTS. ' -- 1 I / �-�-- I / _ -- _ � F �lllIll- FLOW 11=ill- 1 11- CR-2. 2. d! ti• y. }le" "UP Y-,S- d -0' a -Y X I I I II I I I I ±� ► ± I I J I X 27Y4" MN - 204 MAX RAL t -LIGHT GR -2A GR 2 n-W -W.T npV - w f-11. POT 3PACN4I M•X VrS?W CC'I.ECT*N ­r " errl^MC ogac -" - Y OF r /tl 4' 1et rq l ` - . A0 1.s= MUDRAI I M:.TrM gtMU rH n xrra Ae� APPertlWATT C4LY AW CM K ADA15TW Wf4HG Cpvi +u;DVY r AXI Y. - DF1tC tL 3r .. ta0 WH: MR D_-NLS Dr PoT MC BLO =Ni-3 5M S-M A0. Sows, -CA IP- at ^r RM nr;A :Lo 44 fF :pN ^. AVV .WC AM HAANMS SM 5FG'T ADS. ZM AND 501.Or, RAY F'WhI3 AGF .0411" GM`F r.HeM � Rra9 7�T�. r "�rJ'�(�r(• eErW&N - FTE7 NA7 ,SO .&T T•T 'Tr" 9 R cu*nur FPM rAW1 w I" Plme rO�T 914 ����{ �(�D$,E, 1 ,�I FAT h'18&I 5 9�..mW'9GAl rl.EaC 4!e'1C 1'R01 >� A -- ?FT feQ 4 MRFHR A -' N . F (r. A FIR \` '%0Q. 505 t IFL sFE'9YC4 KHi. ^...\ I rR -) AJA R,t w W W 1-.'PD A A fItL - `Ean OF a7 I' MH lay/ V.0 As sz' w:d4 Pis -� . A47AA1ti w t rA- M- m l 1s4L7 SIN 1 a s WPE' Dt n8 .l. ,w[:uLm Yw.n.L rw rw t r4s9u HOYVArr. ~64 CRI POST STANDARD BLOCKED -OUT VII -BEAM GUARDRAIL ' (S -RONG. POST SYS -CM) Ow'"Dwmil -11 a vww.1H A ch 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- SLOPE OF AREAS Wl7H MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS E5 -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL, MEASURES PERIODICALLY 3.05 SILT FENCE SILT FENCE WILL BE PLACED ON THE DOWNSTREAM SIDE OF DISTURBANCE 2 NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE APPROVAL FROM PLANTING DATES SPECIES RATE WHERE NOTED ON THE PLAN INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS 771E INSPECTOR ON THE PROJECT. S ACCORDANCE WIN 771E VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES J. CONTRACTOR SHALL INSTALL 7HE SEDIMENT BASIN BEFORE ANY S17E DISTURBANCE SHALL TAKE PLACE CONTRACTOR 50/50 MIX OF (LBS /ACRE) SHALL BE MADE IMMEDIATELY. J. OUTLET PRO TO BE PROVIDED AT THE OU7FALL OF DRAINAGE PIPES WHERE SHALL INSTALL FENCING AROUND 771E BASIN & SHALL STAKE THE LIMITS OF DISTURBANCE ON -SITE- CONSTRUCTION ANNUAL RYEGRASS 3.14 TEMPORARY SEDIMENT BASIN: SHOWN ON PLANS (OUTSIDE OF 771E LIMITS OF DISTURBANCE IS PROHIBITED. Zz SEPT 1 -FEB 15 (LOLIUM MULTI- FLORUM) 50 -100 A TEMPORARY BARRIER OR DA A/1 WITH A CONTROLLED S TORY WA7FR RELEASE STRUCTURE FORMED EROSION CONTROL NOTES 3.19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OU77ET PROTECTION WHERE SHOWN ON THE INSTALL PAVED CONS7RUC770N ENTRANCES WI7H WASH AREAS AS SHOWN ON 771E PLANS. 7HE CONSTRUCTION ENTRANCES ,�, & BY CONSTRUC77NG AN EMBANKMENT OF COMPACTED SOiL ACROSS A DRAINAGEWAY. TO DETAIL PLANS, AND WHERE CHECK DAMS ARE PROPOSED TO BE LOCATED. SHALL BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTE'S INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE E SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND `DRY" STORAGE LONG ENOUGH General construction notes for Erosion and Sediment Control plans TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR ]RACK /TUG ONTO 771E PAVED SURFACE. WHERE SEDIMENT IS oc CEREAL WINTER RYE 3.31 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE TRANSPQR7EO ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. '•" (WINTER) FOR 771E MAJORITY OF 771E SEDIMENT TO SETTLE OUT. APPLIES BELOW DISTURBED AREAS WHERE 1. The plan approving authority must be notified one week prior to the pre - construction conference, one � � (SECALE CEREALE) THE TOTAL CON7RiBU77NG DRAINAGE AREA IS EQUAL TO OR GREA7E•R 7HAN 7HREE ACRES. THERE week prior to the commencement of land disturbing activity, and one week prior to the final inspection. PLANS SEDIMENT SHALL BE REMOVED FROM 771E ROADS BY SHOVELING OR SWEEP /TUG AND 7RANSPORI7NG TO A SEDIMENT CONTROL W � ANNUAL RYEGRASS MUST BE SUFFICIENT SPACE AMD APPROPR IATE TOPOGRAPHY FOR THE CONSIRUC770N OF A 2. All erosion and sediment control measures will be constructed and maintained according to minimum 3.32 PERMANENT SEEDING- PERMANENT SEED /TUG SHALL BE APPLIED WHERE SHOWN ON 771E DISPOSAL AREA. S7REET WASH /NG SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. z (n FEB 16 -APR 20 60 -100 TEMPORARY IMPOUNDMENT. standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia PLANS 5 INSTALL THE REMAINING IN177AL CONS7RUC770N MEASURES AS SHOWN ON THE PLAN. 7HIS INCLUDES 774E INSTALLA7ION OF Z p -J (LOLIUM MULTI- FLORUM) P g g THE CHECK DAMS AND SILT FENCE. MEASURES IN7ENDED TO 7RAP SEDIMENT SHALL BE CONS7RUC7E"D AS A FIRST S7EP (n N J.18 Q(j1ZEE PRO tYTlON: Regulations VR 625 -02 -0o Erosion and Sediment Control Regulations. 3.36 SOIL STAB/L/ZA77pN BLANKETS AND MATTING- BIM SHALL BE EMPLOYED WHEREVER yyl� ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FtINC1TONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES '" GERMAN MILLET S7RUC7URALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT 771E 3• All erosion and sediment control measures are to be placed prior to or as the first step in clearing. SHOWN ON THE PLANS OR WHERE SLOPES EXCEED 3. 1 SLOPE. 0 (L z MAY 1 -AUG 31 SETARIA ITALICA 50 PLACE. 0 M ( ) OURE75 OF PIPES OR PAVED Cf•/ANNEL SECTIONS. TO PRE I/ENT SCOUR AT S TORY WATER OUTLETS, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 3.39 DUST CONTROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT 771E S17E WHERE 6. ONCE ALL THE EROS /ON CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PLANS AND THE INSPECTOR HAS TO PROTECT THE OUTLET S1RUG7URE, AND TO MINIMIZE 771E P07EN17AL FOR DOWNSTREAM EROSION S. prior to commencing land disturbing activities in areas other than indicated on these plans (including, but SHOWN ON THE PLANS. APPROVED 7HE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN GRADING OPERA7IONS V) SEEDINGS MADE IN FALL FOR WINTER COVER AND BY REDUCING 771E VELOCITY AND ENERGY OF CONCENTRATED STORMWA7ER FLOWS. APPLICABLE TO not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control 7 PERMANENT OR TEMPORARY SOIL STAB /UZA77ON SHALL BE APPLIED TO DENUDED AREAS Wi7H /N SEVEN DAYS AFTER FINAL DURING HOT AND DRY SUMMER MONTHS SHALL BE THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL SECT7QNS. plan to the owner for review and approval by the plan approving authority. 5TORMWATER MANAGEMEENT GRADE /S REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZA7ON SHALL BE APPLIED WI7741N SEVEN MULCHED IMMEDIATELY UPON COMPLETION OF SEED 6. The contractor is responsible for installation of any additional erosion control measures necessary to DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT UND/S7URBE0 FOR LONGER APPLICATION WITH TACKFFLED STRAW, iN ACCORDANCE 319 RIPRAP: THIS SITE IS ITHIN THE MIDDLE RiVANNA RIVER WATERSHED. THE PROJECT NATURALLY ( ) A PERMANENT, EROSION - RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER prevent erosion and sedimentation as determined by the plan approving authority. THAN 30 DAYS PERMANENT STABIUZA770N SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE WITH VA E &S STD 3.35. DRAINS VIA OVERLAND FLOW AND AN EXISTING DITCH TO A CULVERT AT THE BASE OF AN W FABRIC OR GRANULAR UNDERLINING TO PR07ECT THE SOIL FROM 7HE EROSIVE FORCES OF 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing THAN ONE YEAR. CONTRACTOR SHALL KEEP THE CONSTRUCTION ENTRANCES w/ WASH AREAS OPERA77ONAL AS LONG AS TEMPORARY SEEDING SCHEDULE CONCENTRATED RUNOFF, SLOW ME VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING 7HE activities and during site development until final stabilization is achieved. EMBANKMENT. THIS LOW AREA HAS AN EXIS77NG EMBANKMENT AND CULVERT, MAKING IT AN POSSIBLE. THE CHECK DAMS, SILT FENCING & SEDIMENT BASIN SHALL ALSO REMAIN IN PLACE AS LONG AS POSSIBLE AND NO SCALE P07E'N77AL FOR INFIL IRA 11071, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS; AND /OR 8. During dewatering operations, water will be pumped into an approved filtering device. IDEAL LOCA710N FOR A SWM FACILITY. THIS AREA WILL BE MODIFIED INTO AN EXTENDED SHALL ONLY BE REMOVED UPON 7HE COUNTY INSPECTOR's APPROVAL. THE SEDIMENT BASIN SHALL REMAIN IN PLACE UN77L ce (STD. & SPEC. 3.31 OF VIRGINIA EROSION & NON - COHESIVE SOILS USE WHEREVER SOIL AND WATER IN7ERFACE AND THE SOIL CONDITIONS, 9• The contractor shall inspect all erosion control measures periodically and after each runoff producing DE.TEN77ON FACILITY AND SHALL ACCOMMODATE THE FLOW AND RUN -OFF FROM THE UPLAND AREAS ARE STABILIZED. SEDIMENT CONTROL HANDBOOK, 3RD ED.) WA7E"R TURBULENCE AND VELOCITY, EXPEC7ED VEGETA77VE COVER, ETC., ARE SUCH THAT 774E SOIL rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices DEVELOPMENT OF THESE LOTS. 1002 OF 774E RUN -OFF FROM THIS DEVELOPMENT 8. INSTALL 7HE DRIVEWAYS & PROPOSED U77U77ES S MAY ERODE UNDER THE DESIGN FLOW CONDITIONS. shall be made immediately. SHALL BE COLLECTED, DETAINED AND 7REATED BY THE SWM FACILITY PRIOR TO BEING 9. ONCE ALL PHASES OF CONS7RUC71ON ARE COMPLETE, THE S17E iS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, TOTAL LBS 1o, All fill material to be taken from an approved, designated borrow area. RELEASED INTO THE EXIS77NG CULVERT & OFFS /7E AREAS. THE PROPOSED SWM FACILITY THE CONTRACTOR CAN REMOVE 7HE EROSION CONTROL MEASURES, INCLUDING THE SEDIMENT BASIN. NO /TEEM SHALL BE GENERAL SLOPE (3:1 OR LESS) PER RE 3.31 TEMPORARY SEEDING: pP g REMOVED UNLESS 771E UPSTREAM AREAS ARE STABILIZED AND 771E INSPECTOR GIVES PERMISSION. 7HE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING W77H 11. All waste materials shall be taken to an approved waste area. Earth fi'If shall be inert materials only, free PROVIDES A PHOSPHOROUS REMOVAL RA 7E OF 35.E WHICH EXCEEDS 7HE MIN /MUM REQUIRED 10. MAINTAIN ALL EROS /ON CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK, KENTUCKY 31 FESCUE 128 LBS. APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTATION BY of roots, stumps, wood, rubbish, and other debris. FOR 7HIS DEVELOPMENT. REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH 7HE VIRGINIA EROSION RED TOP GRASS 2 LBS. STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF i2, Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section iMAINTENANCE.' AND SEDIMENT CONTROL HANDBOOK. SEASONAL NURSE CROP 20 LBS. MORE TVAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR 128 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AF7ER FINAL S17E OFF -S17E AREAS, AND TO PROWDE PR07EC77ON TO BARE SOILS EXPOSED DURING CONS7RUC77ON S' ' IN GENERAL, DURING CONSIRUC77ON 771E RLD OR CONTRACTOR ON -5 /7E' WILL CHECK ALL 150 LBS UN77L PERMANENT VEGETA77ON OR OTHER EROSION CON7ROL MEASURES CAN BE ESTABLISHED. 1 All inert materials shall be transported in compliance with sections STABILiZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE �'ASONAL NURSE CROP 3• P P � 3-:301 of the Code of Albemarle. EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. w U) w u7 ce w oS � W W u Z z'�t p U Q (n I w 1Y 1 (A Q a z =) L9 N I- z in FEBRUARY 16 THROUGH APRIL ANNUAL RYE 14• Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC AT7EN7TON WILL LOCAL PROGRAM ADM/N/S7RATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS/770N LU � � en M ooamto a m BE GIVEN TO 771E FOLLOWING ITEMS: OF TEMPORARY MEASURES SHALL BE PERMANENTLY STAB /LIZ D TO PR EVEN T FUR TH R OS /ON AND S /MEN TATION. t- � 1, 1-1 MAY t THROUGH AUGUST 15 FOX(AIL MILLET h &.ZK PERMANENT 2L/J0%lZATtON 75 9'o p a. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE AUGUST 16 THROUGH OCTOBER ANNUAL RYE THE ESTABLISHMENT OF PERENNfAL VEGETA77VE COVER ON DISTURBED AREAS BY PLAN77NG SEED. 1 . Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support or order SEDIMENT 774E VIRGINIA EROSION & PS WILL L SEDIMENT CONTROL HANDBOOK. Technlcalgl2lletin7 Min[mumStan/tard3A2 NOVEMBER THROUGH FEBRUARY 15 WINTER RYE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to C0 7R HAN BO K. NOTES: STABILIZE DISTURBED AREAS IN ,A MANNER 7HAT /S ECONOMICAL, ADAPTABLE TO S /IF CONDITIONS, an public street because o slides sinking, or collapse. b. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP 7HAT WILL AND ALLOWS SELECTION OF 7HE MOST APPROPRIATE- PLANT MATERIALS TO IMPROVE WWLDUFE y p 4- p PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT THE GRAVEL WILL 6 TI,, d 1 h If th ht t st II ' t ' 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUC770N AC71V177ES, ALL 1 . e eve over s a reserve a rtg on a , main a1n, remove or cronvert to permanent stormwater BE REMOVED AND CLEANED, OR IT TILL BE REPLACED. TESTS AND APPLIED IN ACCORDANCE WiTH VESCH STD. 3.32. AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. management facilities where applicable all erosion control measures required by this plan regardless of the c ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR sale of any lot, unit, building or other portion of the property. DETERIORA770N OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE 2. SEEDiNGS TO BE MULCHED IMMEDIATELY UPON COMPLETION 3.3-6 y REMOVED WHEN 7HE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF STABILIZATION BLANKETS & MA77%NG: 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre and in OF SEED APPLICATION, IN ACCORDANCE W% VESCH STD 3.35. ' THE BARRIER. THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABIUZA77ON MAT ON A the months of September to February to consist a 50 /50 mix of Annual Ryegrass and Cereal Winter Rye, or d ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS PERMANENT SEEDING SCHEDULE PREPARED PLAN77NG AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE TO AID IN C0017ROLLING in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. NO SCALE EROSION ON CR177CAL AREAS BY PROVIDING A MICROCL /MATE WHICH PROTECTS YOUNG VEGETA77ON mulch is to be applied at 8olbs/3.00sf. Alternatives are subject to approved by the County erosion control IN CASE OF EMERGENCY, 771E PRIMARY CONTACT FOR 174E PROJECT WILL BE THE RLD OR AND PROMOTES ITS ESTABLISHMENT. APPLIES ON SHORT, STEEP SLOPES WHERE EROSION HAZARD (STD. &SPEC. 3.32 OF VIRGINIA EROSION & inspector. CONTRACTOR ON -SITE: 771E CONTRACTOR WILL BE DETERMINED AT 171E 7111E THE CONTRACT SEDIMENT CONTROL HANDBOOK, 3RD ED.) P S IS HIGH AND PLAN77NG IS LIKELY TO BE TOO SLOW IN PROVIDING ADEQUATE PR07EC77VE COVER, 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade iS AWARDED. UPON COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR 3.39 DUST CONTROL: limestone shall be applied at golbs /l000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be S17E MAINTENANCE. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND applied at l000lbs /acre and consist of a 10 -2o -10 nutrient mix. Permanent seeding shall be applied at SOIL DESCRIPTION SHALLOW CONSTRUCTION AC77V/7TES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED 18olbs /acre and consist of 95% Kentucky 31 or Tall Fescue and o -5% Perennial Ryegrass or Kentucky SLOPE _ SOIL SURFACES AND REDUCE THIE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT Bluegrass. Straw mulch is to be applied at 8olbs/soosf. Alternatives are subject to approved b the County 51C - Manteo channery silt loam- 7X to 15.x' slopes. Manteo is generally a moderately ' ="`^ HEALTH HAZARDS, 774AFF7C SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CON7ROL g pp pv y sloping soil that is somewhat excessively drained Typically the surface layer is about 0 -6 ` -A r MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING erosion control inspector. inches thick and has a very low available water capacity. This soil generally does not have a .. I ... • ,. � _' 1g. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging risk of flooding CONS7RUC77ON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. g or ponding. The seasonal high water table is typically of a depth of more _" ON O SLOPES, STRIPS BERM to structural measures is to be repair immediately. Silt traps are to be cleaned when 5o% of the wet storage than 80 inches and the soil will overage a very low to high ksat value. I . NE� TECTIVE COVERINGS volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand 51D - Manteo channery silt loam- 15X to 252 slopes. Manteo is generally very sloping soil - I MAY BE APPLIED ACROSS WHERE THERE IS A BERM AT THE TOP OF THE SL!;�ft of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned that is somewhat excessively drained. Typically the surface layer is about 0 -6 inches thick I THE SLOPE. BRING THE MATERIAL OVER THE BERM AND ANCHO and repaired immediate/ Y capacity. generally I - BEHIND THE BERM. p ' y and has a very low available water ca ac /t . This soil eneroll does not have a risk of + flooding or ponding. The seasonal high water table is typically at a depth of more than 80 4" 2o. All temporary erosion and sediment control measures are to be removed within 3o days of final site -- =` = - stabilization, when measures are no longer needed, subject to approval by the County erosion control inches and the soil will average a very low to high ksat value. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE STEEP 62B Nason silt loam- 2X to 79 slopes Nason is generally a gentle sloping soil that is TERM /NATIkNG THE INSTALLATION, TURN THE END SLOPE inspector. well drained. Typically the surface layer is about 0 -8 inches thick and has a moderate I UNDER 4 AND STAPLE AT 72 INTERVALS. 2a. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water water capacity. This soil eneral! does not have a risk of flooding or ondnn . :\'.::,., generally g p g The seasonal DITCH - FLOW .- . - .. - . .. ., . . Protection Ordinance section 17- 2o4G.) high water table is typically at a depth of more than 80 inches and the soil will overage a _. ,.. , ON ST P SLOPES APPLY 22" Permanent vegetation shall be installed on all denuded areas within niine (9) months after the date the very low to high ksot value. �0 THE ECTiON OF FLOW LEL land disturbing activity commenced. (Water Protection Ordinance section 17- 2076) Reference: web soil survey online database, found of IN DITCHES APPLY PROT�C77VE COVER /TUG I AND ANCHOR SECURELY. Http: //websoilsurvey.Nres Usda.Gov /app /websoitsurvey.Aspx PARALLEL f0 THE DIRECTION OF FLOW. 1. USE CHECK SLOTS AS REQUIRED. AVOID _ I I THE DIT H FRAT ALL POSTI LE R OF I I FILL SLOPE SECTtW DROP' STD EC-4 MATERIAL VERTICALLY DOWNSLOPE � � . L�Ilr' .% 4r I, Ir eCTTou of cur BEM SOIL STABILIZA T1 ON BLANKET NOTE.• -P TREATMENT 9 SOIL STABiUZA77ON MATTING MATERIAL SHALL BE INSTALLED AS Nn SCAT F REQUESTED BY THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 40-3 SLGPE LN4WG - WET .SLOPE '"F* -%-- F' DE:1'N TOP CCIFY iA°F1'•lDVnin 1Qf SS.4P.E..LMiG ^ $j' SLOPE e,,,_.� 2' D" A OF FII1 am VANEAN 4�OM MkY.E TREMCH Rn0 $9N Nip NOTE" Fada Ftl Lnwusrve L e4AP- U'WAcE 0A.L * S1qu1H ANA f WE iY H9gY5 LWra Li ,Atl LNAf& A5u SIU EC -5 5� ?0A{fMM4}ttE:L7e�L[L A VIA= Mr av{C`0"ACE FOS P�,0 -M ML CC4JZ. rwr �� 2'alWll A4F••MN 16 .M .' %ICMDrH 1 OY Vo: W&T'C7JV'W R"OEo:H 3, 911:{5 Or mn"r s"ALL se s,wE Yovs Cr vmvmP EC•3 RIPE c1 1A KxE. 4.5(4!, tOUTArr7H Wr YTPF 9 LNA1 W A M Q*WWe 'NTH 71E AWRO4Y0 .L PROWL �LI6r BE �� TO A UWOM THOM= "M 70 NYtCAMA OF ZM VOT70M Or M ROTS - r1 . 9. $ R5 W It 1t .5 SEE YU0(•5 A41 04V f4MMIS L61 FAR T tlOttON Or pJr MOPE 7.ff3&C pRnT% 3C Aa W M t { orFM a� ST�-A .ST S ttP£11 h 1&155 LI ffi -CDFO e9Rn1ATFt.Y PWft TO WYALc Ar4% BRfJ KOF 0 Mti SOIL STABILIZATION MAT - YON AHO W"t vyow TWB SLOPE INSTALLATION TYPE C 1[YFICHDATE EICET or 3 We UF4W MV MRKST OF TRA .79TATM 1R 00 1. SET POSTS AND EXCAVATE A 4 "X4" 7RENCH UPSLOPE ALONG THE LINE OF POSTS. ' -- 1 I / �-�-- I / _ -- _ � F �lllIll- FLOW 11=ill- 1 11- CR-2. 2. d! ti• y. }le" "UP Y-,S- d -0' a -Y X I I I II I I I I ±� ► ± I I J I X 27Y4" MN - 204 MAX RAL t -LIGHT GR -2A GR 2 n-W -W.T npV - w f-11. POT 3PACN4I M•X VrS?W CC'I.ECT*N ­r " errl^MC ogac -" - Y OF r /tl 4' 1et rq l ` - . A0 1.s= MUDRAI I M:.TrM gtMU rH n xrra Ae� APPertlWATT C4LY AW CM K ADA15TW Wf4HG Cpvi +u;DVY r AXI Y. - DF1tC tL 3r .. ta0 WH: MR D_-NLS Dr PoT MC BLO =Ni-3 5M S-M A0. Sows, -CA IP- at ^r RM nr;A :Lo 44 fF :pN ^. AVV .WC AM HAANMS SM 5FG'T ADS. ZM AND 501.Or, RAY F'WhI3 AGF .0411" GM`F r.HeM � Rra9 7�T�. r "�rJ'�(�r(• eErW&N - FTE7 NA7 ,SO .&T T•T 'Tr" 9 R cu*nur FPM rAW1 w I" Plme rO�T 914 ����{ �(�D$,E, 1 ,�I FAT h'18&I 5 9�..mW'9GAl rl.EaC 4!e'1C 1'R01 >� A -- ?FT feQ 4 MRFHR A -' N . F (r. A FIR \` '%0Q. 505 t IFL sFE'9YC4 KHi. ^...\ I rR -) AJA R,t w W W 1-.'PD A A fItL - `Ean OF a7 I' MH lay/ V.0 As sz' w:d4 Pis -� . A47AA1ti w t rA- M- m l 1s4L7 SIN 1 a s WPE' Dt n8 .l. ,w[:uLm Yw.n.L rw rw t r4s9u HOYVArr. ~64 CRI POST STANDARD BLOCKED -OUT VII -BEAM GUARDRAIL ' (S -RONG. POST SYS -CM) Ow'"Dwmil -11 a vww.1H A ch 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- w U) w u7 ce w oS � W W u Z z'�t p U Q (n I w 1Y 1 (A Q a z =) L9 N I- z in FEBRUARY 16 THROUGH APRIL ANNUAL RYE 14• Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC AT7EN7TON WILL LOCAL PROGRAM ADM/N/S7RATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS/770N LU � � en M ooamto a m BE GIVEN TO 771E FOLLOWING ITEMS: OF TEMPORARY MEASURES SHALL BE PERMANENTLY STAB /LIZ D TO PR EVEN T FUR TH R OS /ON AND S /MEN TATION. t- � 1, 1-1 MAY t THROUGH AUGUST 15 FOX(AIL MILLET h &.ZK PERMANENT 2L/J0%lZATtON 75 9'o p a. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE AUGUST 16 THROUGH OCTOBER ANNUAL RYE THE ESTABLISHMENT OF PERENNfAL VEGETA77VE COVER ON DISTURBED AREAS BY PLAN77NG SEED. 1 . Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support or order SEDIMENT 774E VIRGINIA EROSION & PS WILL L SEDIMENT CONTROL HANDBOOK. Technlcalgl2lletin7 Min[mumStan/tard3A2 NOVEMBER THROUGH FEBRUARY 15 WINTER RYE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to C0 7R HAN BO K. NOTES: STABILIZE DISTURBED AREAS IN ,A MANNER 7HAT /S ECONOMICAL, ADAPTABLE TO S /IF CONDITIONS, an public street because o slides sinking, or collapse. b. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP 7HAT WILL AND ALLOWS SELECTION OF 7HE MOST APPROPRIATE- PLANT MATERIALS TO IMPROVE WWLDUFE y p 4- p PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT THE GRAVEL WILL 6 TI,, d 1 h If th ht t st II ' t ' 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUC770N AC71V177ES, ALL 1 . e eve over s a reserve a rtg on a , main a1n, remove or cronvert to permanent stormwater BE REMOVED AND CLEANED, OR IT TILL BE REPLACED. TESTS AND APPLIED IN ACCORDANCE WiTH VESCH STD. 3.32. AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. management facilities where applicable all erosion control measures required by this plan regardless of the c ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR sale of any lot, unit, building or other portion of the property. DETERIORA770N OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE 2. SEEDiNGS TO BE MULCHED IMMEDIATELY UPON COMPLETION 3.3-6 y REMOVED WHEN 7HE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF STABILIZATION BLANKETS & MA77%NG: 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre and in OF SEED APPLICATION, IN ACCORDANCE W% VESCH STD 3.35. ' THE BARRIER. THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABIUZA77ON MAT ON A the months of September to February to consist a 50 /50 mix of Annual Ryegrass and Cereal Winter Rye, or d ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS PERMANENT SEEDING SCHEDULE PREPARED PLAN77NG AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE TO AID IN C0017ROLLING in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. NO SCALE EROSION ON CR177CAL AREAS BY PROVIDING A MICROCL /MATE WHICH PROTECTS YOUNG VEGETA77ON mulch is to be applied at 8olbs/3.00sf. Alternatives are subject to approved by the County erosion control IN CASE OF EMERGENCY, 771E PRIMARY CONTACT FOR 174E PROJECT WILL BE THE RLD OR AND PROMOTES ITS ESTABLISHMENT. APPLIES ON SHORT, STEEP SLOPES WHERE EROSION HAZARD (STD. &SPEC. 3.32 OF VIRGINIA EROSION & inspector. CONTRACTOR ON -SITE: 771E CONTRACTOR WILL BE DETERMINED AT 171E 7111E THE CONTRACT SEDIMENT CONTROL HANDBOOK, 3RD ED.) P S IS HIGH AND PLAN77NG IS LIKELY TO BE TOO SLOW IN PROVIDING ADEQUATE PR07EC77VE COVER, 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade iS AWARDED. UPON COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR 3.39 DUST CONTROL: limestone shall be applied at golbs /l000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be S17E MAINTENANCE. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND applied at l000lbs /acre and consist of a 10 -2o -10 nutrient mix. Permanent seeding shall be applied at SOIL DESCRIPTION SHALLOW CONSTRUCTION AC77V/7TES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED 18olbs /acre and consist of 95% Kentucky 31 or Tall Fescue and o -5% Perennial Ryegrass or Kentucky SLOPE _ SOIL SURFACES AND REDUCE THIE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT Bluegrass. Straw mulch is to be applied at 8olbs/soosf. Alternatives are subject to approved b the County 51C - Manteo channery silt loam- 7X to 15.x' slopes. Manteo is generally a moderately ' ="`^ HEALTH HAZARDS, 774AFF7C SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CON7ROL g pp pv y sloping soil that is somewhat excessively drained Typically the surface layer is about 0 -6 ` -A r MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING erosion control inspector. inches thick and has a very low available water capacity. This soil generally does not have a .. I ... • ,. � _' 1g. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging risk of flooding CONS7RUC77ON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. g or ponding. The seasonal high water table is typically of a depth of more _" ON O SLOPES, STRIPS BERM to structural measures is to be repair immediately. Silt traps are to be cleaned when 5o% of the wet storage than 80 inches and the soil will overage a very low to high ksat value. I . NE� TECTIVE COVERINGS volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand 51D - Manteo channery silt loam- 15X to 252 slopes. Manteo is generally very sloping soil - I MAY BE APPLIED ACROSS WHERE THERE IS A BERM AT THE TOP OF THE SL!;�ft of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned that is somewhat excessively drained. Typically the surface layer is about 0 -6 inches thick I THE SLOPE. BRING THE MATERIAL OVER THE BERM AND ANCHO and repaired immediate/ Y capacity. generally I - BEHIND THE BERM. p ' y and has a very low available water ca ac /t . This soil eneroll does not have a risk of + flooding or ponding. The seasonal high water table is typically at a depth of more than 80 4" 2o. All temporary erosion and sediment control measures are to be removed within 3o days of final site -- =` = - stabilization, when measures are no longer needed, subject to approval by the County erosion control inches and the soil will average a very low to high ksat value. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE STEEP 62B Nason silt loam- 2X to 79 slopes Nason is generally a gentle sloping soil that is TERM /NATIkNG THE INSTALLATION, TURN THE END SLOPE inspector. well drained. Typically the surface layer is about 0 -8 inches thick and has a moderate I UNDER 4 AND STAPLE AT 72 INTERVALS. 2a. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water water capacity. This soil eneral! does not have a risk of flooding or ondnn . :\'.::,., generally g p g The seasonal DITCH - FLOW .- . - .. - . .. ., . . Protection Ordinance section 17- 2o4G.) high water table is typically at a depth of more than 80 inches and the soil will overage a _. ,.. , ON ST P SLOPES APPLY 22" Permanent vegetation shall be installed on all denuded areas within niine (9) months after the date the very low to high ksot value. �0 THE ECTiON OF FLOW LEL land disturbing activity commenced. (Water Protection Ordinance section 17- 2076) Reference: web soil survey online database, found of IN DITCHES APPLY PROT�C77VE COVER /TUG I AND ANCHOR SECURELY. Http: //websoilsurvey.Nres Usda.Gov /app /websoitsurvey.Aspx PARALLEL f0 THE DIRECTION OF FLOW. 1. USE CHECK SLOTS AS REQUIRED. AVOID _ I I THE DIT H FRAT ALL POSTI LE R OF I I FILL SLOPE SECTtW DROP' STD EC-4 MATERIAL VERTICALLY DOWNSLOPE � � . L�Ilr' .% 4r I, Ir eCTTou of cur BEM SOIL STABILIZA T1 ON BLANKET NOTE.• -P TREATMENT 9 SOIL STABiUZA77ON MATTING MATERIAL SHALL BE INSTALLED AS Nn SCAT F REQUESTED BY THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 40-3 SLGPE LN4WG - WET .SLOPE '"F* -%-- F' DE:1'N TOP CCIFY iA°F1'•lDVnin 1Qf SS.4P.E..LMiG ^ $j' SLOPE e,,,_.� 2' D" A OF FII1 am VANEAN 4�OM MkY.E TREMCH Rn0 $9N Nip NOTE" Fada Ftl Lnwusrve L e4AP- U'WAcE 0A.L * S1qu1H ANA f WE iY H9gY5 LWra Li ,Atl LNAf& A5u SIU EC -5 5� ?0A{fMM4}ttE:L7e�L[L A VIA= Mr av{C`0"ACE FOS P�,0 -M ML CC4JZ. rwr �� 2'alWll A4F••MN 16 .M .' %ICMDrH 1 OY Vo: W&T'C7JV'W R"OEo:H 3, 911:{5 Or mn"r s"ALL se s,wE Yovs Cr vmvmP EC•3 RIPE c1 1A KxE. 4.5(4!, tOUTArr7H Wr YTPF 9 LNA1 W A M Q*WWe 'NTH 71E AWRO4Y0 .L PROWL �LI6r BE �� TO A UWOM THOM= "M 70 NYtCAMA OF ZM VOT70M Or M ROTS - r1 . 9. $ R5 W It 1t .5 SEE YU0(•5 A41 04V f4MMIS L61 FAR T tlOttON Or pJr MOPE 7.ff3&C pRnT% 3C Aa W M t { orFM a� ST�-A .ST S ttP£11 h 1&155 LI ffi -CDFO e9Rn1ATFt.Y PWft TO WYALc Ar4% BRfJ KOF 0 Mti SOIL STABILIZATION MAT - YON AHO W"t vyow TWB SLOPE INSTALLATION TYPE C 1[YFICHDATE EICET or 3 We UF4W MV MRKST OF TRA .79TATM 1R 00 1. SET POSTS AND EXCAVATE A 4 "X4" 7RENCH UPSLOPE ALONG THE LINE OF POSTS. ' -- 1 I / �-�-- I / _ -- _ � F �lllIll- FLOW 11=ill- 1 11- CR-2. 2. d! ti• y. }le" "UP Y-,S- d -0' a -Y X I I I II I I I I ±� ► ± I I J I X 27Y4" MN - 204 MAX RAL t -LIGHT GR -2A GR 2 n-W -W.T npV - w f-11. POT 3PACN4I M•X VrS?W CC'I.ECT*N ­r " errl^MC ogac -" - Y OF r /tl 4' 1et rq l ` - . A0 1.s= MUDRAI I M:.TrM gtMU rH n xrra Ae� APPertlWATT C4LY AW CM K ADA15TW Wf4HG Cpvi +u;DVY r AXI Y. - DF1tC tL 3r .. ta0 WH: MR D_-NLS Dr PoT MC BLO =Ni-3 5M S-M A0. Sows, -CA IP- at ^r RM nr;A :Lo 44 fF :pN ^. AVV .WC AM HAANMS SM 5FG'T ADS. ZM AND 501.Or, RAY F'WhI3 AGF .0411" GM`F r.HeM � Rra9 7�T�. r "�rJ'�(�r(• eErW&N - FTE7 NA7 ,SO .&T T•T 'Tr" 9 R cu*nur FPM rAW1 w I" Plme rO�T 914 ����{ �(�D$,E, 1 ,�I FAT h'18&I 5 9�..mW'9GAl rl.EaC 4!e'1C 1'R01 >� A -- ?FT feQ 4 MRFHR A -' N . F (r. A FIR \` '%0Q. 505 t IFL sFE'9YC4 KHi. ^...\ I rR -) AJA R,t w W W 1-.'PD A A fItL - `Ean OF a7 I' MH lay/ V.0 As sz' w:d4 Pis -� . A47AA1ti w t rA- M- m l 1s4L7 SIN 1 a s WPE' Dt n8 .l. ,w[:uLm Yw.n.L rw rw t r4s9u HOYVArr. ~64 CRI POST STANDARD BLOCKED -OUT VII -BEAM GUARDRAIL ' (S -RONG. POST SYS -CM) Ow'"Dwmil -11 a vww.1H A ch 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUC770N AC71V177ES, ALL 1 . e eve over s a reserve a rtg on a , main a1n, remove or cronvert to permanent stormwater BE REMOVED AND CLEANED, OR IT TILL BE REPLACED. TESTS AND APPLIED IN ACCORDANCE WiTH VESCH STD. 3.32. AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. management facilities where applicable all erosion control measures required by this plan regardless of the c ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR sale of any lot, unit, building or other portion of the property. DETERIORA770N OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE 2. SEEDiNGS TO BE MULCHED IMMEDIATELY UPON COMPLETION 3.3-6 y REMOVED WHEN 7HE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF STABILIZATION BLANKETS & MA77%NG: 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre and in OF SEED APPLICATION, IN ACCORDANCE W% VESCH STD 3.35. ' THE BARRIER. THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABIUZA77ON MAT ON A the months of September to February to consist a 50 /50 mix of Annual Ryegrass and Cereal Winter Rye, or d ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS PERMANENT SEEDING SCHEDULE PREPARED PLAN77NG AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE TO AID IN C0017ROLLING in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. NO SCALE EROSION ON CR177CAL AREAS BY PROVIDING A MICROCL /MATE WHICH PROTECTS YOUNG VEGETA77ON mulch is to be applied at 8olbs/3.00sf. Alternatives are subject to approved by the County erosion control IN CASE OF EMERGENCY, 771E PRIMARY CONTACT FOR 174E PROJECT WILL BE THE RLD OR AND PROMOTES ITS ESTABLISHMENT. APPLIES ON SHORT, STEEP SLOPES WHERE EROSION HAZARD (STD. &SPEC. 3.32 OF VIRGINIA EROSION & inspector. CONTRACTOR ON -SITE: 771E CONTRACTOR WILL BE DETERMINED AT 171E 7111E THE CONTRACT SEDIMENT CONTROL HANDBOOK, 3RD ED.) P S IS HIGH AND PLAN77NG IS LIKELY TO BE TOO SLOW IN PROVIDING ADEQUATE PR07EC77VE COVER, 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade iS AWARDED. UPON COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR 3.39 DUST CONTROL: limestone shall be applied at golbs /l000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be S17E MAINTENANCE. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND applied at l000lbs /acre and consist of a 10 -2o -10 nutrient mix. Permanent seeding shall be applied at SOIL DESCRIPTION SHALLOW CONSTRUCTION AC77V/7TES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED 18olbs /acre and consist of 95% Kentucky 31 or Tall Fescue and o -5% Perennial Ryegrass or Kentucky SLOPE _ SOIL SURFACES AND REDUCE THIE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT Bluegrass. Straw mulch is to be applied at 8olbs/soosf. Alternatives are subject to approved b the County 51C - Manteo channery silt loam- 7X to 15.x' slopes. Manteo is generally a moderately ' ="`^ HEALTH HAZARDS, 774AFF7C SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CON7ROL g pp pv y sloping soil that is somewhat excessively drained Typically the surface layer is about 0 -6 ` -A r MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING erosion control inspector. inches thick and has a very low available water capacity. This soil generally does not have a .. I ... • ,. � _' 1g. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging risk of flooding CONS7RUC77ON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. g or ponding. The seasonal high water table is typically of a depth of more _" ON O SLOPES, STRIPS BERM to structural measures is to be repair immediately. Silt traps are to be cleaned when 5o% of the wet storage than 80 inches and the soil will overage a very low to high ksat value. I . NE� TECTIVE COVERINGS volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand 51D - Manteo channery silt loam- 15X to 252 slopes. Manteo is generally very sloping soil - I MAY BE APPLIED ACROSS WHERE THERE IS A BERM AT THE TOP OF THE SL!;�ft of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned that is somewhat excessively drained. Typically the surface layer is about 0 -6 inches thick I THE SLOPE. BRING THE MATERIAL OVER THE BERM AND ANCHO and repaired immediate/ Y capacity. generally I - BEHIND THE BERM. p ' y and has a very low available water ca ac /t . This soil eneroll does not have a risk of + flooding or ponding. The seasonal high water table is typically at a depth of more than 80 4" 2o. All temporary erosion and sediment control measures are to be removed within 3o days of final site -- =` = - stabilization, when measures are no longer needed, subject to approval by the County erosion control inches and the soil will average a very low to high ksat value. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE STEEP 62B Nason silt loam- 2X to 79 slopes Nason is generally a gentle sloping soil that is TERM /NATIkNG THE INSTALLATION, TURN THE END SLOPE inspector. well drained. Typically the surface layer is about 0 -8 inches thick and has a moderate I UNDER 4 AND STAPLE AT 72 INTERVALS. 2a. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water water capacity. This soil eneral! does not have a risk of flooding or ondnn . :\'.::,., generally g p g The seasonal DITCH - FLOW .- . - .. - . .. ., . . Protection Ordinance section 17- 2o4G.) high water table is typically at a depth of more than 80 inches and the soil will overage a _. ,.. , ON ST P SLOPES APPLY 22" Permanent vegetation shall be installed on all denuded areas within niine (9) months after the date the very low to high ksot value. �0 THE ECTiON OF FLOW LEL land disturbing activity commenced. (Water Protection Ordinance section 17- 2076) Reference: web soil survey online database, found of IN DITCHES APPLY PROT�C77VE COVER /TUG I AND ANCHOR SECURELY. Http: //websoilsurvey.Nres Usda.Gov /app /websoitsurvey.Aspx PARALLEL f0 THE DIRECTION OF FLOW. 1. USE CHECK SLOTS AS REQUIRED. AVOID _ I I THE DIT H FRAT ALL POSTI LE R OF I I FILL SLOPE SECTtW DROP' STD EC-4 MATERIAL VERTICALLY DOWNSLOPE � � . L�Ilr' .% 4r I, Ir eCTTou of cur BEM SOIL STABILIZA T1 ON BLANKET NOTE.• -P TREATMENT 9 SOIL STABiUZA77ON MATTING MATERIAL SHALL BE INSTALLED AS Nn SCAT F REQUESTED BY THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 40-3 SLGPE LN4WG - WET .SLOPE '"F* -%-- F' DE:1'N TOP CCIFY iA°F1'•lDVnin 1Qf SS.4P.E..LMiG ^ $j' SLOPE e,,,_.� 2' D" A OF FII1 am VANEAN 4�OM MkY.E TREMCH Rn0 $9N Nip NOTE" Fada Ftl Lnwusrve L e4AP- U'WAcE 0A.L * S1qu1H ANA f WE iY H9gY5 LWra Li ,Atl LNAf& A5u SIU EC -5 5� ?0A{fMM4}ttE:L7e�L[L A VIA= Mr av{C`0"ACE FOS P�,0 -M ML CC4JZ. rwr �� 2'alWll A4F••MN 16 .M .' %ICMDrH 1 OY Vo: W&T'C7JV'W R"OEo:H 3, 911:{5 Or mn"r s"ALL se s,wE Yovs Cr vmvmP EC•3 RIPE c1 1A KxE. 4.5(4!, tOUTArr7H Wr YTPF 9 LNA1 W A M Q*WWe 'NTH 71E AWRO4Y0 .L PROWL �LI6r BE �� TO A UWOM THOM= "M 70 NYtCAMA OF ZM VOT70M Or M ROTS - r1 . 9. $ R5 W It 1t .5 SEE YU0(•5 A41 04V f4MMIS L61 FAR T tlOttON Or pJr MOPE 7.ff3&C pRnT% 3C Aa W M t { orFM a� ST�-A .ST S ttP£11 h 1&155 LI ffi -CDFO e9Rn1ATFt.Y PWft TO WYALc Ar4% BRfJ KOF 0 Mti SOIL STABILIZATION MAT - YON AHO W"t vyow TWB SLOPE INSTALLATION TYPE C 1[YFICHDATE EICET or 3 We UF4W MV MRKST OF TRA .79TATM 1R 00 1. SET POSTS AND EXCAVATE A 4 "X4" 7RENCH UPSLOPE ALONG THE LINE OF POSTS. ' -- 1 I / �-�-- I / _ -- _ � F �lllIll- FLOW 11=ill- 1 11- CR-2. 2. d! ti• y. }le" "UP Y-,S- d -0' a -Y X I I I II I I I I ±� ► ± I I J I X 27Y4" MN - 204 MAX RAL t -LIGHT GR -2A GR 2 n-W -W.T npV - w f-11. POT 3PACN4I M•X VrS?W CC'I.ECT*N ­r " errl^MC ogac -" - Y OF r /tl 4' 1et rq l ` - . A0 1.s= MUDRAI I M:.TrM gtMU rH n xrra Ae� APPertlWATT C4LY AW CM K ADA15TW Wf4HG Cpvi +u;DVY r AXI Y. - DF1tC tL 3r .. ta0 WH: MR D_-NLS Dr PoT MC BLO =Ni-3 5M S-M A0. Sows, -CA IP- at ^r RM nr;A :Lo 44 fF :pN ^. AVV .WC AM HAANMS SM 5FG'T ADS. ZM AND 501.Or, RAY F'WhI3 AGF .0411" GM`F r.HeM � Rra9 7�T�. r "�rJ'�(�r(• eErW&N - FTE7 NA7 ,SO .&T T•T 'Tr" 9 R cu*nur FPM rAW1 w I" Plme rO�T 914 ����{ �(�D$,E, 1 ,�I FAT h'18&I 5 9�..mW'9GAl rl.EaC 4!e'1C 1'R01 >� A -- ?FT feQ 4 MRFHR A -' N . F (r. A FIR \` '%0Q. 505 t IFL sFE'9YC4 KHi. ^...\ I rR -) AJA R,t w W W 1-.'PD A A fItL - `Ean OF a7 I' MH lay/ V.0 As sz' w:d4 Pis -� . A47AA1ti w t rA- M- m l 1s4L7 SIN 1 a s WPE' Dt n8 .l. ,w[:uLm Yw.n.L rw rw t r4s9u HOYVArr. ~64 CRI POST STANDARD BLOCKED -OUT VII -BEAM GUARDRAIL ' (S -RONG. POST SYS -CM) Ow'"Dwmil -11 a vww.1H A ch 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- FILL SLOPE SECTtW DROP' STD EC-4 MATERIAL VERTICALLY DOWNSLOPE � � . L�Ilr' .% 4r I, Ir eCTTou of cur BEM SOIL STABILIZA T1 ON BLANKET NOTE.• -P TREATMENT 9 SOIL STABiUZA77ON MATTING MATERIAL SHALL BE INSTALLED AS Nn SCAT F REQUESTED BY THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 40-3 SLGPE LN4WG - WET .SLOPE '"F* -%-- F' DE:1'N TOP CCIFY iA°F1'•lDVnin 1Qf SS.4P.E..LMiG ^ $j' SLOPE e,,,_.� 2' D" A OF FII1 am VANEAN 4�OM MkY.E TREMCH Rn0 $9N Nip NOTE" Fada Ftl Lnwusrve L e4AP- U'WAcE 0A.L * S1qu1H ANA f WE iY H9gY5 LWra Li ,Atl LNAf& A5u SIU EC -5 5� ?0A{fMM4}ttE:L7e�L[L A VIA= Mr av{C`0"ACE FOS P�,0 -M ML CC4JZ. rwr �� 2'alWll A4F••MN 16 .M .' %ICMDrH 1 OY Vo: W&T'C7JV'W R"OEo:H 3, 911:{5 Or mn"r s"ALL se s,wE Yovs Cr vmvmP EC•3 RIPE c1 1A KxE. 4.5(4!, tOUTArr7H Wr YTPF 9 LNA1 W A M Q*WWe 'NTH 71E AWRO4Y0 .L PROWL �LI6r BE �� TO A UWOM THOM= "M 70 NYtCAMA OF ZM VOT70M Or M ROTS - r1 . 9. $ R5 W It 1t .5 SEE YU0(•5 A41 04V f4MMIS L61 FAR T tlOttON Or pJr MOPE 7.ff3&C pRnT% 3C Aa W M t { orFM a� ST�-A .ST S ttP£11 h 1&155 LI ffi -CDFO e9Rn1ATFt.Y PWft TO WYALc Ar4% BRfJ KOF 0 Mti SOIL STABILIZATION MAT - YON AHO W"t vyow TWB SLOPE INSTALLATION TYPE C 1[YFICHDATE EICET or 3 We UF4W MV MRKST OF TRA .79TATM 1R 00 1. SET POSTS AND EXCAVATE A 4 "X4" 7RENCH UPSLOPE ALONG THE LINE OF POSTS. ' -- 1 I / �-�-- I / _ -- _ � F �lllIll- FLOW 11=ill- 1 11- CR-2. 2. d! ti• y. }le" "UP Y-,S- d -0' a -Y X I I I II I I I I ±� ► ± I I J I X 27Y4" MN - 204 MAX RAL t -LIGHT GR -2A GR 2 n-W -W.T npV - w f-11. POT 3PACN4I M•X VrS?W CC'I.ECT*N ­r " errl^MC ogac -" - Y OF r /tl 4' 1et rq l ` - . A0 1.s= MUDRAI I M:.TrM gtMU rH n xrra Ae� APPertlWATT C4LY AW CM K ADA15TW Wf4HG Cpvi +u;DVY r AXI Y. - DF1tC tL 3r .. ta0 WH: MR D_-NLS Dr PoT MC BLO =Ni-3 5M S-M A0. Sows, -CA IP- at ^r RM nr;A :Lo 44 fF :pN ^. AVV .WC AM HAANMS SM 5FG'T ADS. ZM AND 501.Or, RAY F'WhI3 AGF .0411" GM`F r.HeM � Rra9 7�T�. r "�rJ'�(�r(• eErW&N - FTE7 NA7 ,SO .&T T•T 'Tr" 9 R cu*nur FPM rAW1 w I" Plme rO�T 914 ����{ �(�D$,E, 1 ,�I FAT h'18&I 5 9�..mW'9GAl rl.EaC 4!e'1C 1'R01 >� A -- ?FT feQ 4 MRFHR A -' N . F (r. A FIR \` '%0Q. 505 t IFL sFE'9YC4 KHi. ^...\ I rR -) AJA R,t w W W 1-.'PD A A fItL - `Ean OF a7 I' MH lay/ V.0 As sz' w:d4 Pis -� . A47AA1ti w t rA- M- m l 1s4L7 SIN 1 a s WPE' Dt n8 .l. ,w[:uLm Yw.n.L rw rw t r4s9u HOYVArr. ~64 CRI POST STANDARD BLOCKED -OUT VII -BEAM GUARDRAIL ' (S -RONG. POST SYS -CM) Ow'"Dwmil -11 a vww.1H A ch 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- 1. SET POSTS AND EXCAVATE A 4 "X4" 7RENCH UPSLOPE ALONG THE LINE OF POSTS. ' -- 1 I / �-�-- I / _ -- _ � F �lllIll- FLOW 11=ill- 1 11- CR-2. 2. d! ti• y. }le" "UP Y-,S- d -0' a -Y X I I I II I I I I ±� ► ± I I J I X 27Y4" MN - 204 MAX RAL t -LIGHT GR -2A GR 2 n-W -W.T npV - w f-11. POT 3PACN4I M•X VrS?W CC'I.ECT*N ­r " errl^MC ogac -" - Y OF r /tl 4' 1et rq l ` - . A0 1.s= MUDRAI I M:.TrM gtMU rH n xrra Ae� APPertlWATT C4LY AW CM K ADA15TW Wf4HG Cpvi +u;DVY r AXI Y. - DF1tC tL 3r .. ta0 WH: MR D_-NLS Dr PoT MC BLO =Ni-3 5M S-M A0. Sows, -CA IP- at ^r RM nr;A :Lo 44 fF :pN ^. AVV .WC AM HAANMS SM 5FG'T ADS. ZM AND 501.Or, RAY F'WhI3 AGF .0411" GM`F r.HeM � Rra9 7�T�. r "�rJ'�(�r(• eErW&N - FTE7 NA7 ,SO .&T T•T 'Tr" 9 R cu*nur FPM rAW1 w I" Plme rO�T 914 ����{ �(�D$,E, 1 ,�I FAT h'18&I 5 9�..mW'9GAl rl.EaC 4!e'1C 1'R01 >� A -- ?FT feQ 4 MRFHR A -' N . F (r. A FIR \` '%0Q. 505 t IFL sFE'9YC4 KHi. ^...\ I rR -) AJA R,t w W W 1-.'PD A A fItL - `Ean OF a7 I' MH lay/ V.0 As sz' w:d4 Pis -� . A47AA1ti w t rA- M- m l 1s4L7 SIN 1 a s WPE' Dt n8 .l. ,w[:uLm Yw.n.L rw rw t r4s9u HOYVArr. ~64 CRI POST STANDARD BLOCKED -OUT VII -BEAM GUARDRAIL ' (S -RONG. POST SYS -CM) Ow'"Dwmil -11 a vww.1H A ch 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- 221 5E, O CCM&I' lit fl",* H PGRI :�. F031 (AAY 8E HOT ROLLA CA W-M, CA 2,2A ,-O W CuT Td PR PC31T 3•VFC Y" ` s. rJ{ ROTAl1M0. rp. - - rmm P RrR(1%' -tIMII x y j TOE + I ° FII I KE I p, -I- ` rR°J1'E1 R4m'�fcD env - 7'tt,l., Y1 1�1°LTL3 3' ye--' 171 N-17- e 4 -44 M-ONvLU K e�,a 1 -zP i Rrl nn+RS f a 6LOCKOL7 FQR MANITENAtdCE AMP PIE Y41GDV ur .oal N � 4 ,RCPABt ONLY 11A H i m: - mm 1 Q. #-3 Ch "AE �i f(. -1D. s °xMa4.Y' '� �.+ 110.ta TO 94: 71aCAWV W TR.-�.p.'r r" T,/S1 t+ Y 1 LAW5i.1 "V• I T ,iT.: N� .- STAIN" 1-r"Civ _iPES >" M.,TF1l' FVa1 ^. rt• 6i: a I 4,99 Ota:l 1 GwFOnIL Oe�� •r 17R_ ' l v vial AI - o ow w. VHS (A,ItAr 11b i IU - ACUIMa I �� ALL C( I:R 5%r't +� ^, � t � l,Y rrxeYw: I OFTAI A *•r 0E :/Ass .A:. GUARDRAI MIS t At 1 A ION GONC.RFTF PC ST A M wsls 411 S RI owl W I ONG R STEEL POST tow Al" Dl CIARORA# POSTS aa, � .1rL . A 1 4 s; I \Ixl1� •MIb N`. Tr@ 0Y 971 C M' V u• 1 Arm r445 At To w rAVMtl2F11. % -,15' 00 Cb_i 1 WIGS N.H of F.. tr"F0 H /nY f4' R" � Y.' I•o F .a a. 2 r' a s HF a uRa u r w - .sm rl II .H9R, 1•A•tl:1tAll, Fr ^, iFT 511'" wS'q/fl I n% . sl.11. TLS O aim .-r R - Y:UL(. CLIARIV (Y9 PH$A CK -.l i cwvo i HA 9 4' C:1rANvl/-5 OFld�.."L�N ART 4 %7EC1 ucq '[} 3'# hDT? O. 7A s!E N:7E 5. yi ,La XO?( - e[ G T" 1' P F/ "WTA 011 yt �1.D'+III VIy J -1L siR lw0 i5 F03 A�HH[[]] 4s OVA W* IRS" VWOt eWFtR [Y6, 4 TOE+ EUTT ; � .tf, .YWRgr'i1 DT TN* /K,I+FFR UU T, 5- DR'F- NNL 5H som :ROCS waHN 2• oT -M 30Ufrf -.iN ➢ ^" � Sa I1LNH Prat' f� L, ATTON JF '.LO:KPf R7rR �' ,,a U A1CD. ox WpOp POST ROOND WOOD POST ��/ - w."ATLIH vluCill RFrMHS STANDARD BLOCKED-OUT W -BEAM GUARDRAIL RO401AeF MWST,NCMns ?21 (S RCNG P051 SYS I M, POS I AID Vf OCKOUI DI I W( 51 'ev=k oATE s-Eer z o= 2 YOMA UWRITAW W 1R,W01YT`M 11 7v0 1 50'.25 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r , i FLOW 4. BACKFILL AND COMPACT THE EXCA VA TED SOiL. SIL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. & (WITH WIRE SUPP_ ORT) oD- - NO SCALE ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH ORODEN STAKE STEEL POST LENGTH = 5 MIN. EXCA VA TED SOIL BACKFILLED AND COMPACTED 4 "x4" TRENCH J SIL T FENCE sF (WITHOUT WIRE SUPPORT) <3.05 - NO SCALE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF S -6" IN HEIGHT. I W SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP,) � 1 18" x 0.70" ALUMINUM FOREST GREEN TOP T.117-1 ALA' MAM COUNiY Cite ISINXIII ON WRAN�„`E ,am V-­ -- >AIRM . � ► �M 61t9 4g W _ OR i M IF 011111111102111M Sim a FWi I -= T- '11-�w w- -- Lr WL 7 we rMIC-1 G9MI�ip8 4� 11111111111111111111 �(. 106"VIII&M m i ll 11111~W11111111111111111111. U tr on. RM "Muff 17 1l , q �E qr 0 0 SQNIION A=A ' wim VM A LMM WAN N= LILL Or Ir i nu ILEA RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- RAILING (TYP.) 1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS RAIL POSTS 4" O.C. (TYP•) TOP OF RAILING POST CONC. FOOTER N GRADE .RAIL ,00FTAIL NOT TO SCALE NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. MIN. 42" .'�ITF -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- -1 Homogeneous Emknkweafs KYSee,(eage (.'o#bWs hlemosa�eoln III " � "'� >. I ' 4 Waal I TYPICAL HOUMNEOUS EMOANKMENT T14t19A4 1 I BC or W" pefo ow .,I.d r oFx*U. X.61 '6'.-i. FOUNDATION DRAIN BLANKET DRAIN «a°`"It or ft* P1, , Rods or qvW Rar W4 o(aa T1"'a: '. TtOIISit100 rA. CHIMNEY DRAIN TOE DRAIN 9y01 -t4 &wive: S(YA)whwerhw Firrkl,Vajnxlt 3,01 -3 Istonn Standard Dimensions 24 30 48 58 -34 1 1.49 27 33112 60 72 371/2 Z28 30 37 60 72 41 226 36 44 60 72 48 2.22 42 51 .72 86 55 3.16 48 68 84 100 62 427 M 66112 84 100 701/2 420 60 72 98 114 76 5A8 66 801/2 96 114 841/z 5.39 72 86 108 128 90 8.83 78 841/z 1Z6 147 981/, 8.97 84 100 126 147 104 8.90 Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- Celt in Top Stab Plan mew - �. �_ AnlWotm Cep O.D. I 1 H- ----A =DIRm9t9f E-il , (1.) M"otM device (Cap and Rswr) A1mOad -d h Ia WM ASTM G470' Sactlon A-A I'll (2) 010.mkmwbjadt.pwWsa* ad U"Q(ASTMC670. . (3.)ft td-( Areabetxeandev kal.D.WW6$.O.D.)I.OmdK . . . Dan outlet area. (Aea orriwr LD.) . (4.) Slab mkft manm be ASTM A815#4bmarE.W. C4aunfemWW mhror.m.9to W Ax =1 @ 0.150 . 2x 6 W25x W2.5 WW DAdlnuaL Alaww p opa ow x.=4.000 p.al. tr= 80,000 p.a1. Corxxata Do.reravee% =41aL eorvaeW aererovertelnroYOalnad . (CCOR)-1•, u.1- wtW 4b SaM. . AtdtrHr4k11sa VAdWaS-bW (5.) DI-1 Flame & (heft IS ava5al>la 8x40• I.D. d.M and I ,W. '' V.W.O. WNatmn. - D. a Precast An&Vortex Device (Cap and Riser) VA 14.1 0315-06 ;;]s N-` c :4� Z2 rn Wa) � N N W; � Zw J 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- 'n W V 0 � ZJ Q W -r U Y Ul W F- D _W J W J(f) 0 F- F- W a U o NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- NOTES: N b 1. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 0 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. Q. L- 0 NW CZ n 0 N° C 0 N Cna V ).J Q J � L 0 0 ;W °' 0 J W3 C N U -0 i 0 06 v 0 W Q'L rr �� VJ Q) W� <C . C W C YJ 0 0 O W -0 C a �I.I� Z (fir /� 0� W W Z_ Z Z C^ LLl W _Z J J J O U O t- Q) o. O L 0- Q) > D U X Q) .c 0) 0 m c Q 0 .. O t7u v LU Z) = oU) JOB NO. U) 102054 '0 -a SCALE a NONE C SHEET NO. aqi 8 1n Q) ,= I-- JUNCTION BOXES., TRAN.517OP RER FADS, PEDESTALS, ETC. SHALL NOT RE LOCATED WrHIN THE. R.iCHT OP +AsAV I VARIES q 10 WATER SEWER W LOCNTE)N OF OTHER UTILITIES (GAS, ELECTRIC, TELEP.HDNE, CABLE. ETCL) EASEMENT" WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER L. SEIVER act' :hif2siIMUM SEE (TART 3, PARAGRAPR D; SEPIA AVON OF WATER & SEWFR SYST €MS_ LiTILEIIES C'R{}S-SSh)G A WATER 49>ri; SEWER EASEiti0.'c:tdT _HC1iJg.Ta 13.E AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS ?47Fr l FIG- W =l TO 1 CA's LIFT NOTCH 42 3/8" WATER CAST IRON LJD 16" METER BOX eA Fi" EXTENSION PIPE: SLOT (2 PLACES) W&ES: (1) FOR TOUCH READ METERS A 1- le DIAMETER HOLE 15 REQUIRED iN THE LID, TYPICAL METER BOXES METED NTS FIG, w--7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL $; INITIAL SACKFI VALVE THE SAME AS MYN STREET SURFACE OR M,Pd MIN M" - M SLOPED ARE> m U � Z 6' 8ECDIrtG -J ' #6€3 STONE * STABLE SOIL ROCK E SCRAPE THE BOTTOM OF THE TRENCH- REM 911E ALL t STONES 'TO INSURE THE PIFIE WESN'T BEST ON ROCK AND E THEN COMPACT THE SOIL OR PROV3DE .A 4" BEDDING 10F U) ,# 6,5 STONE. j FOUNDATION IN POOR 50IL UNDER -CUT CONDITION r�N INITIAL RAEKFIL DIFFERENCE ACROSS M1.14.5" 4 N tJN2TA f3 LE a ° s° t3• s. W SOIL. VfLN PAIN IMN MIN #68 STONE .- i_ -• '- RJ1' NULAR FILL AS VARIES THREADED COUPLING . {',-�. AF1• RUVEL7 HY ki _SA �. A FILLETELI INVERT FOR A 9,10OT S STALE SOIL OR QC NOTE INLIcT E OUTLET 1 [Pr- E:FiAL.L. E3. IJ%10 11 Ch:S SHALL BE ,ALLLCWED 'kWtTHIN 24' OF THE WATER LINES. P 2_ ISO ROCKS LARGER. THAN 6' IN ANY Dlil?IENs10IN11 SHALL BE. ALLOWED r A91OVE THE INITIAL BACKFIL:L.. I.. BEDDING THICKNES'S REQUIREMENT S14OWN IS M`tttiTMUM AND SHALL BE 3.71.1E INITIAL B.ACKF(LL SHALL BE PLACED AND COMPACTED IN 6' LIFTS. 4 -NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLC?')+IfED IN THE TRENCH. 5.9EtL HOLES S14ALL 9E DUG OUT IN ALL 'CASES. METER EIOX (SEE FIG. W -7) DUCTILE IRON WATER VALVE PIPE INSTALLATION & BEDDING S FIG. W_2 hit , .7 STONE SIZE BRANCH AND VAAIiE_- S - J _. �AI:�IE 'V' co VALVE THE SAME AS STREET SURFACE OR Q WATER MAIN-­,,,,, M SLOPED ARE> m U � Z {] T M.J. PLUG, -J L VARi E� '.R RUBBER COATED STEEIL E STEPS CAST IN PLAC MIN t PRECAST REINFORCE D E CONCRETE SEC'T"IMJS 12, MIN, U) 'O" RING SEALS MA j WATER MFAiN ROD VALVE DIFFERENCE ACROSS M1.14.5" FROM INLET TO OUTLET TO TEE (COAT ROOS NTH BITIJVIh1OUS PAINT) SHALL BE 0.20 FEET.. ON -LINE W DE€'TH £ F FL S! FILLETS (TYPE `B-) ce 3/4 DIAMETER OF'- VARIES THREADED COUPLING SEINER_ 1 �. A FILLETELI INVERT FOR A 9,10OT PVC NIPPLE AND CAP TRANS'ITIQN OF FLOW BEDWEEN PVC SLEEVE INLIcT E OUTLET 1 [Pr- E:FiAL.L. E3. BRASS NIPPLE AND CAF* PROVIDED. , _ hflIN. 6. B EDDING NOTE : W1 Nil. 68 STONE LUBRICATE ALL THREADS I.. BEDDING THICKNES'S REQUIREMENT S14OWN IS M`tttiTMUM AND SHALL BE THRUST 13LK 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE E TFNDED OR NON-EXTENDED BASES_ METER EIOX (SEE FIG. W -7) 3. ALL JOINTS, LIFT HOLIES, INLETS{ OUTLETS TO 9 E SEALED & GROUTED VALVE INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN hit , .7 STONE N.T. M.,I. FITTNC FIG. S -I4A "°-�-2" RIPE SLOPED TD_ 21 t. TO DRAIN IF GRADE ,ALL,OWS VARIES VARIES Z GALY. OIL BRA% PIPE e THREADED TAP -PLUG DEAD END TYPE JPAPF) TYPICAL BLOW --OFF ASSEMBLY NTS FIG. W-8 CENEiRAL CONSTRUCTION NOTES FOR SITE F'ILANrS) uNc4sninaEo EAR:,� UN01-UUMBED Soli. (8Y&'J „0. :M AIE.R MAIN . , >..h:. - •:iii' .a "t:•Pr77N� eJrsD,STU�ttsED EAH:a. P1 AN . j..'. �EEWA:TH?.a UNDISTURBED FART. -fit f.TV 1. ALL R4.OS AND FASTENERS SHALL BE OVEN TWO COATS Uf f+a6' €tALTIC PA-04t AFTER ASSEMBLY. 2_ fOMRACTOR SHALL ENSURE THAT 114E COLLAR 'BEARS AG1Y -91 Ci5Mi5- 6EJRSED :JOM FOR THE MlNIWJM. rAMEN:tSION SH?Jg1W. 31. DlMGf:k:tatm rallr..t, u 11C., r -400 Tim mr -NG11 WfD711: AM A13.:A1#.ST£: KUNVJIUW Ir TIM TTLC -NC11 VeloTl I. 1:•r MgCER iA.31 %3sat_ CONSFRUC`TICN, THE CG L.AR GIMEi Ia(AS ;HALL. NCIMASE ACCOTL€3W. RY_ CROSS ANCHOR RESTRAINTS FOR VAL�JES UT TJq. Md - 3r_ 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 Transportation (1DOT). 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, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. J. 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. The maximum allowable slope is 2. 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of J. 1 or better are to be achieved. 5. Paved, rio -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineeriing, or the Director's designee, 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. Z Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1.926). ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection byAlbemarle County Service Authority (ACSA) inspectors. The contractor will be responsible fornob4ing the proper ACSA officials at the start of the work. 2. The location 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 the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 4. Datum for alllelevations shown in national geodetic survey. 5. The contractor shall be responsible for notifying Miss Utility (1- 800 - 552 - 7001). 6. A# water and'sewer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be nodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement 10. The contractor shall be responsible to comply with the no-lead regulation regarding brass fittings effective January 4, 2014 (senate bi // 3874 which amends the safe drinking water act). -ir► PLACE 3' GALVANIZED " MTNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REV<nE: AREAS AS DIRECTED. MARKER LoC.ATM." hdAY RE SUB,JEC fi TO ifIGHWAY DEPARTMENT APPROVAL. RNISHEO BADE 1 ADJUSTABLE VALVE BOX 'Vdj LID II II ,S I I j M.J_ GENE VALVE 'RATER � LIKE I 2500 v..s.t. CONCRETE A 2'x 1' BEARthiGARFA. THRUST BLOC aT e, 4 NOTE IN REMC(rE AREAS, VAUVE BOXES SHALL EXTEND Still f6) INCISES ABUIE GRA TYPICAL GATE VALVE NTS MC.. W_5 i 121, -- 4. RIlR 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4' : V MIN 13RANCH 2" FLEY113LE CONNECt110:ta NOTE` WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SMALL BE CORED AND A FLEXIBLE sTF CONNECTION ' 'BOOT ,. Z) INSTALLED T P'I AL ANHOLE FLAN SHOWING BRANCH TIE - I NTS F=IG. S -I - B TD - 2.3 r- IM 1!' r �e , `, OPR 28 7/to* c.,rf�+ •. { , +eta. if fy+ ./JfJff/.f:IJIJi/:+!!!/AJfIfJ I� I. N t 1 11'2° [�Irnml F [7t9r>ifr+] eT :�fi:tlsl� tolE: fps �rE�.7: "e HTt@k;4 i DUAL SEEiWIEF f71 TYPE' "I4' i .5CFT rWPty 0 SINGLE SE:P,WF fvcjt; V} IAML.E'.l WW..AE.L fl" -UMM i'i4." PVC TiPf. 1 �..+swaes,�ra{ s sr4' apse asPO cer7_uurac E02 = Cod AMAC.i'EI} aJdU PA%LY- RiSIMPTMPA 5ERVIrts CM CLA3_ 11CSiYUXC7.r _ :' suw ^uc >aess x x�n" eawa� r-a�: !.,taie-i.urs., rTxr". USX. 1*4 nE ACMM =ir. tC PI'tNRY I f54:L'sBAp!)1 2II NYp 1 C -1 IP1l1:Ci:.9TCNt , TIR 1x fVT Pa�'YStx -1 ?; TYMCAL SERVICE LATERAL INSTALLATION NIJ FIG_ W - 6 TEJ-9 SEWER SERVICE LATERAL CONNECTION NOTES: t. WI41:RE A S-26-CP 96FIVICE LA7FRA:L. CONVECTS TO A MANHOLE AND NO INVERT ELEVATIGN FOR THE SERVICE LATERAL IS INDICATED , THE TOP' (CRCMN ELEVATION OF THE ;SERVICE LATERAL FIRE SHALL HE AT LEAST 01' i•1 iHER THAN THE TOP f Ati`NN) Pir1VAT_ nh: OP TLtF TWV trS r-1,T 'PtPF' f- nNNrr'Trn TO THE MAKE104 -E. 2. SDIIR LATERALS TAPPED INTO Aft EXISTING SEWER MAIN SHALL 13E CONNECTED USING A TR'IP'E SADDLE. 3 1'AINIML#A GRADE FOR SEWER SERVICE CONNECT DN SHALL BE 2% T ,1/4' PER FOOT l � - 4. ALL SPhER LATERALS SHALL HA%T A MINI1R1UM COM'E'R € IAMETER 2' MIN M 4". 5. ALL SEWER LATERALS SHALL 'HAVE A AIINIMLW COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION as 0,0, fN UNE WYE -TEE PLAN V&RIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD- T? 4,� TH SCOTT R. COLLINS'241 No. 35791 10 ,3 -/3 w� F RAME & COYER co (SEE FIG. S - I - D,E) STREET SURFACE OR Q NON-RAVED AREA M SLOPED ARE> m U � Z I' - 0- MAX -J L '.R RUBBER COATED STEEIL E STEPS CAST IN PLAC MIN 0 H PRECAST REINFORCE D E CONCRETE SEC'T"IMJS 12, MIN, U) 'O" RING SEALS MA j MINIMUM ELEVATION DIFFERENCE ACROSS M1.14.5" FROM INLET TO OUTLET SHALL BE 0.20 FEET.. C+ONCRET �' VARlE:S W DE€'TH £ F FL S! FILLETS CHAN IEL TO �€ Y - ce 3/4 DIAMETER OF'- I SEINER_ 1 �. A FILLETELI INVERT FOR A 9,10OT TRANS'ITIQN OF FLOW BEDWEEN INLIcT E OUTLET 1 [Pr- E:FiAL.L. E3. PROVIDED. , _ hflIN. 6. B EDDING NOTE : W1 Nil. 68 STONE I.. BEDDING THICKNES'S REQUIREMENT S14OWN IS M`tttiTMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FCF -HE: SOIL CONDITiONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE E TFNDED OR NON-EXTENDED BASES_ 3. ALL JOINTS, LIFT HOLIES, INLETS{ OUTLETS TO 9 E SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T. FIG. S -I4A TD_ 21 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 Transportation (1DOT). 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, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. J. 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. The maximum allowable slope is 2. 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of J. 1 or better are to be achieved. 5. Paved, rio -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineeriing, or the Director's designee, 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. Z Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1.926). ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection byAlbemarle County Service Authority (ACSA) inspectors. The contractor will be responsible fornob4ing the proper ACSA officials at the start of the work. 2. The location 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 the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 4. Datum for alllelevations shown in national geodetic survey. 5. The contractor shall be responsible for notifying Miss Utility (1- 800 - 552 - 7001). 6. A# water and'sewer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be nodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement 10. The contractor shall be responsible to comply with the no-lead regulation regarding brass fittings effective January 4, 2014 (senate bi // 3874 which amends the safe drinking water act). -ir► PLACE 3' GALVANIZED " MTNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REV<nE: AREAS AS DIRECTED. MARKER LoC.ATM." hdAY RE SUB,JEC fi TO ifIGHWAY DEPARTMENT APPROVAL. RNISHEO BADE 1 ADJUSTABLE VALVE BOX 'Vdj LID II II ,S I I j M.J_ GENE VALVE 'RATER � LIKE I 2500 v..s.t. CONCRETE A 2'x 1' BEARthiGARFA. THRUST BLOC aT e, 4 NOTE IN REMC(rE AREAS, VAUVE BOXES SHALL EXTEND Still f6) INCISES ABUIE GRA TYPICAL GATE VALVE NTS MC.. W_5 i 121, -- 4. RIlR 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4' : V MIN 13RANCH 2" FLEY113LE CONNECt110:ta NOTE` WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SMALL BE CORED AND A FLEXIBLE sTF CONNECTION ' 'BOOT ,. Z) INSTALLED T P'I AL ANHOLE FLAN SHOWING BRANCH TIE - I NTS F=IG. S -I - B TD - 2.3 r- IM 1!' r �e , `, OPR 28 7/to* c.,rf�+ •. { , +eta. if fy+ ./JfJff/.f:IJIJi/:+!!!/AJfIfJ I� I. N t 1 11'2° [�Irnml F [7t9r>ifr+] eT :�fi:tlsl� tolE: fps �rE�.7: "e HTt@k;4 i DUAL SEEiWIEF f71 TYPE' "I4' i .5CFT rWPty 0 SINGLE SE:P,WF fvcjt; V} IAML.E'.l WW..AE.L fl" -UMM i'i4." PVC TiPf. 1 �..+swaes,�ra{ s sr4' apse asPO cer7_uurac E02 = Cod AMAC.i'EI} aJdU PA%LY- RiSIMPTMPA 5ERVIrts CM CLA3_ 11CSiYUXC7.r _ :' suw ^uc >aess x x�n" eawa� r-a�: !.,taie-i.urs., rTxr". USX. 1*4 nE ACMM =ir. tC PI'tNRY I f54:L'sBAp!)1 2II NYp 1 C -1 IP1l1:Ci:.9TCNt , TIR 1x fVT Pa�'YStx -1 ?; TYMCAL SERVICE LATERAL INSTALLATION NIJ FIG_ W - 6 TEJ-9 SEWER SERVICE LATERAL CONNECTION NOTES: t. WI41:RE A S-26-CP 96FIVICE LA7FRA:L. CONVECTS TO A MANHOLE AND NO INVERT ELEVATIGN FOR THE SERVICE LATERAL IS INDICATED , THE TOP' (CRCMN ELEVATION OF THE ;SERVICE LATERAL FIRE SHALL HE AT LEAST 01' i•1 iHER THAN THE TOP f Ati`NN) Pir1VAT_ nh: OP TLtF TWV trS r-1,T 'PtPF' f- nNNrr'Trn TO THE MAKE104 -E. 2. SDIIR LATERALS TAPPED INTO Aft EXISTING SEWER MAIN SHALL 13E CONNECTED USING A TR'IP'E SADDLE. 3 1'AINIML#A GRADE FOR SEWER SERVICE CONNECT DN SHALL BE 2% T ,1/4' PER FOOT l � - 4. ALL SPhER LATERALS SHALL HA%T A MINI1R1UM COM'E'R € IAMETER 2' MIN M 4". 5. ALL SEWER LATERALS SHALL 'HAVE A AIINIMLW COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION as 0,0, fN UNE WYE -TEE PLAN V&RIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD- T? 4,� TH SCOTT R. COLLINS'241 No. 35791 10 ,3 -/3 w� f w i ((r) w w Lt. i I Z Q V) 17U Q to �w w Q i = H r Z I � O co F � ce Q F M w m U � Z 0 -J L E 0 H > w � E - � U) j < C e 0 W u 4 ce I f w i ((r) w w Lt. i I Z Q V) 17U Q to �w w Q i = H r Z I � co Ui ` M M r-1 � j T