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WPO201100042 Plan - Approved 2011-07-06 (2)
✓ K APPROVED by the Aihemarle County Community De�tteloprnent Department Date -- File _ 1,4'D -�Wt1. AT THE INTERSECTION OF RICHMOND GOAD (ROUTE 250) E PEOPLE' S PLACE C A LOTTt:SVILLE, 41- Ak COUN ALB, _,M LE TY GOVERNING AGENCIES DQAVVING LIST UTILITIES CI COVER SHEET G WATER COMPANY GAS COMPANY C2 TOPOGRAPHIC SURVEY ALBEMARLE COUNTY SERVICE DEPT OF PUBLIC WORKS G"�li� ft`' �p C3 DEMOLITION PLAN ^' `� MAPLE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT AUTHORITY GAS DIVISION C4 SITE PLAN DIVISION OF ZONING AND CURRENT DEVELOPMENT 168 SPOTNAP ROAD 305 4TH STREET, N.W. 401 McINTIRE ROAD C5 LAYOUT PLAN CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 22902 CH�r t.:JTTESVILLE, VA 22902 -4596 C6 -C7 SITE DETAILS PHONE= (434) 977 -4511 PHONE= (434) 970-3815 PH ALBEMARLE COUNTY CURRENT ONdE; (434) 296 -5832 (X=3242) C8 UTILITY PLAN CONTACT= ALEX MORRISON - FAX: (434) 972 -4126 DEVELOPMENT PLANNER APPROVAL CONTACT. WILLIAM FRITZ C9 UTILITY DETAILS SEWER COMPANY E00 ER COMPANY CIO GRADING PLAN ALBEMARLE COUNTY SERVICE DOMINION VIRGINIA POWER ARCHITECTURAL REVIEW: BOARD (APB); CII EROSION E SEDIMENT CONTROL i "ROL. PLAN (PHASE U BY DATE AUTHORITY 120 i REDEGAR STREET 't` ► hy� �lr ,TIRE LLE, C12 EROSION SEDIMENT CONTROL PLAN (PHASE 2) RICHMOND, VA 23219 '^'- ��`'`'LOTiESVILLE, VA 22902 -4596 A 168 SPOTNAP ROAD PHONE _ (434) 296 -5832 (X -3276) ALBEMARLE COUNTY CURRENT CHARLOTTESVILLE, VA 22911 CONTACT= KELLY MAXWELL �- ,, C13 EROSION SEDIMENT CONTROL PLAN (PHASE 3) DEVELOPMENT ENGINEER APPROVAL PHONE, (434) 972 -6812 ` ON �0,T1) 972-4035 RE C14 -C16 EROSION SEDIMENT CONS QCL DETAILS PHONE= (434) 977 -4511 OI',fTAL;T, MARGARET 'MALISZEWSKi CONTACT= ALEX MORRISON C17 -C19 STORM DRAIN PROFILES VD QT C20 STORM DRAIN DETAILS BY DATE TELEPHONE COMPANY , Q! vaoT WAY �p�� C21 PRE DEVELOPED DRAINAGE APEA, MAP >> EMBARQ CHARLOTTESVILLE, VA 22911 r • C22 POST DEVELOPED DRAINAGE APEA MAP ALBEMARLE COUNTY SERVICE AUTHORITY 1240 -8 SEMINOLE TRAIL PI+t•�t•�5E= (434) 293 -0011 (X -120) pal APPROVAL CHARLOTTESVILLE, .,A , 22901 FAX- (434) 979 -3759 5`Q ;ITE C23 -C26 UNDERGROUND DETENTION SYSTEM DETAILS CONTACT-_ BRIAN .J'FFPIES C%QNTACT= JOEL DENUNZIO C27 BMP DRAINAGE AREA MAP PHONE, (434) 974 -6923 '\`,28-029 - - STORMFILTER DETAILS BY DATE C30 FILTERRA DETAILS C31 LANDSCAPE PLAN, ALBEMARLE COUNTY FIRE OFFICIAL E NOTE: � �0 y APPROVAL C32 LANDSCAPE DETAILS I CO NT�'ACTOR IS RESPONSIBLE FOR �� �� C33 ROAD PROFILES SUBMITTING AS -BUILT INFORMATION AS ��A ! ` PI SITE LIGHTING PHOTOMETRIC PLAN ' REQUIRED BY ALBEMARLE COUNTY AND /OR �� BY DATE o e .. RI -R6 RETAINING WALL 1E�'AILS ALBEMARLE COUNTY BUILDING OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY FOR THIS PROJECT TO FREELAND KAUFFMAN, INC. UPON COMPLETION OF APPROVAL THE PROJECT. CONTRACTOR SHALL MAKE HIMSELF AWARE OF THESE REQUIRENIEN T S, ` — , 64 PEVISIONS ' _ BY DATE E �P 0 ALBEMARLE COUNTY ARCHITECTURAL 00000 1 TH REVIEW BOARD APPROVAL NOTES L �. fA4COR IS `12ESPONSIBLE NO�TI —I 'ARC A p BY DATE F: FRE BLAND AND KAUFFMAN., INC. REPARATION, SUBMITTAL =Af�D OBTAINING � 4V ,,' �OF THEEf20S10�1 G CONTROL ° „r No. 36014 VIRGINIA DEPARTMENT OF TRANSPORTATION . 2 0 9 WEST STONE AVENUE L 1S FOR�OFF SITE , BORROW OR WASTE' �p 30'��` : APPROVAL QRE fEQUIRED` }BY 'ALBEMARLE 100 G f� E E N V I L L E, SIC 29609 CONTRACTOR LrSHALL MAKE HIMSELF 0, � NAI- AWARE OF THESE REQUIREMENTS PRIOR TEL ' (864) 233 -5497 TO THE START OF CONSTRUCTION. LOCATION M BY DATE FAX It (864) 233 -8915 Albemarle Comity C'ommlimity Development E-MAIL: c g a r c i a (� f k- i n c. c o m Eug�eel:�Nt�g Review Compliance Certification APPLICANT:- OVVNEQ� I cert0v that these final plsaaas meet the regtdrentents ,f the Albemarle County Zoning t rdiliat=ie, tilts Wtttor Protection Ordinaiwe, the (lbelivi-.;•tora Ordinance, and i3te Desigti Standards Niammi; and rare prepared in €tacordancc with the l:naineerii.g 1 ;Lpt tts`ted Review t'lnt =l f'lalts checklist. a ASBUQY A 13AUMGAPDNEP, PICKY LEE Signature NOPTH CAQ0LINA) LLC OQ DONNA G SHEET Cl CAF 33 2905 P[�IEMIEP PARKWAY, SUITE: 300 1252 STILL_ MEADOW AVENUE DULUTH, GA 30097 CHARLOTTESVILLE, VA 22901 �62i1 DATE ; JUNE 29, 2011 i SITE [D[ EVELOIDNAI ENT PL) N!5 ✓ K APPROVED by the Aihemarle County Community De�tteloprnent Department Date -- File _ 1,4'D -�Wt1. AT THE INTERSECTION OF RICHMOND GOAD (ROUTE 250) E PEOPLE' S PLACE C A LOTTt:SVILLE, 41- Ak COUN ALB, _,M LE TY GOVERNING AGENCIES DQAVVING LIST UTILITIES CI COVER SHEET G WATER COMPANY GAS COMPANY C2 TOPOGRAPHIC SURVEY ALBEMARLE COUNTY SERVICE DEPT OF PUBLIC WORKS G"�li� ft`' �p C3 DEMOLITION PLAN ^' `� MAPLE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT AUTHORITY GAS DIVISION C4 SITE PLAN DIVISION OF ZONING AND CURRENT DEVELOPMENT 168 SPOTNAP ROAD 305 4TH STREET, N.W. 401 McINTIRE ROAD C5 LAYOUT PLAN CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 22902 CH�r t.:JTTESVILLE, VA 22902 -4596 C6 -C7 SITE DETAILS PHONE= (434) 977 -4511 PHONE= (434) 970-3815 PH ALBEMARLE COUNTY CURRENT ONdE; (434) 296 -5832 (X=3242) C8 UTILITY PLAN CONTACT= ALEX MORRISON - FAX: (434) 972 -4126 DEVELOPMENT PLANNER APPROVAL CONTACT. WILLIAM FRITZ C9 UTILITY DETAILS SEWER COMPANY E00 ER COMPANY CIO GRADING PLAN ALBEMARLE COUNTY SERVICE DOMINION VIRGINIA POWER ARCHITECTURAL REVIEW: BOARD (APB); CII EROSION E SEDIMENT CONTROL i "ROL. PLAN (PHASE U BY DATE AUTHORITY 120 i REDEGAR STREET 't` ► hy� �lr ,TIRE LLE, C12 EROSION SEDIMENT CONTROL PLAN (PHASE 2) RICHMOND, VA 23219 '^'- ��`'`'LOTiESVILLE, VA 22902 -4596 A 168 SPOTNAP ROAD PHONE _ (434) 296 -5832 (X -3276) ALBEMARLE COUNTY CURRENT CHARLOTTESVILLE, VA 22911 CONTACT= KELLY MAXWELL �- ,, C13 EROSION SEDIMENT CONTROL PLAN (PHASE 3) DEVELOPMENT ENGINEER APPROVAL PHONE, (434) 972 -6812 ` ON �0,T1) 972-4035 RE C14 -C16 EROSION SEDIMENT CONS QCL DETAILS PHONE= (434) 977 -4511 OI',fTAL;T, MARGARET 'MALISZEWSKi CONTACT= ALEX MORRISON C17 -C19 STORM DRAIN PROFILES VD QT C20 STORM DRAIN DETAILS BY DATE TELEPHONE COMPANY , Q! vaoT WAY �p�� C21 PRE DEVELOPED DRAINAGE APEA, MAP >> EMBARQ CHARLOTTESVILLE, VA 22911 r • C22 POST DEVELOPED DRAINAGE APEA MAP ALBEMARLE COUNTY SERVICE AUTHORITY 1240 -8 SEMINOLE TRAIL PI+t•�t•�5E= (434) 293 -0011 (X -120) pal APPROVAL CHARLOTTESVILLE, .,A , 22901 FAX- (434) 979 -3759 5`Q ;ITE C23 -C26 UNDERGROUND DETENTION SYSTEM DETAILS CONTACT-_ BRIAN .J'FFPIES C%QNTACT= JOEL DENUNZIO C27 BMP DRAINAGE AREA MAP PHONE, (434) 974 -6923 '\`,28-029 - - STORMFILTER DETAILS BY DATE C30 FILTERRA DETAILS C31 LANDSCAPE PLAN, ALBEMARLE COUNTY FIRE OFFICIAL E NOTE: � �0 y APPROVAL C32 LANDSCAPE DETAILS I CO NT�'ACTOR IS RESPONSIBLE FOR �� �� C33 ROAD PROFILES SUBMITTING AS -BUILT INFORMATION AS ��A ! ` PI SITE LIGHTING PHOTOMETRIC PLAN ' REQUIRED BY ALBEMARLE COUNTY AND /OR �� BY DATE o e .. RI -R6 RETAINING WALL 1E�'AILS ALBEMARLE COUNTY BUILDING OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY FOR THIS PROJECT TO FREELAND KAUFFMAN, INC. UPON COMPLETION OF APPROVAL THE PROJECT. CONTRACTOR SHALL MAKE HIMSELF AWARE OF THESE REQUIRENIEN T S, ` — , 64 PEVISIONS ' _ BY DATE E �P 0 ALBEMARLE COUNTY ARCHITECTURAL 00000 1 TH REVIEW BOARD APPROVAL NOTES L �. fA4COR IS `12ESPONSIBLE NO�TI —I 'ARC A p BY DATE F: FRE BLAND AND KAUFFMAN., INC. REPARATION, SUBMITTAL =Af�D OBTAINING � 4V ,,' �OF THEEf20S10�1 G CONTROL ° „r No. 36014 VIRGINIA DEPARTMENT OF TRANSPORTATION . 2 0 9 WEST STONE AVENUE L 1S FOR�OFF SITE , BORROW OR WASTE' �p 30'��` : APPROVAL QRE fEQUIRED` }BY 'ALBEMARLE 100 G f� E E N V I L L E, SIC 29609 CONTRACTOR LrSHALL MAKE HIMSELF 0, � NAI- AWARE OF THESE REQUIREMENTS PRIOR TEL ' (864) 233 -5497 TO THE START OF CONSTRUCTION. LOCATION M BY DATE FAX It (864) 233 -8915 Albemarle Comity C'ommlimity Development E-MAIL: c g a r c i a (� f k- i n c. c o m Eug�eel:�Nt�g Review Compliance Certification APPLICANT:- OVVNEQ� I cert0v that these final plsaaas meet the regtdrentents ,f the Albemarle County Zoning t rdiliat=ie, tilts Wtttor Protection Ordinaiwe, the (lbelivi-.;•tora Ordinance, and i3te Desigti Standards Niammi; and rare prepared in €tacordancc with the l:naineerii.g 1 ;Lpt tts`ted Review t'lnt =l f'lalts checklist. a ASBUQY A 13AUMGAPDNEP, PICKY LEE Signature NOPTH CAQ0LINA) LLC OQ DONNA G SHEET Cl CAF 33 2905 P[�IEMIEP PARKWAY, SUITE: 300 1252 STILL_ MEADOW AVENUE DULUTH, GA 30097 CHARLOTTESVILLE, VA 22901 �62i1 DATE ; JUNE 29, 2011 I i CBMH f/ / 1 1 TOP 381 36 ___C __ _ __ _ - -_ ___ _ _ r,M ' ► LE.\377.06 \ r z / 3sZ_ c \; X - --,- X -" -� ' - � 4 - ao7 `?r' ��� -L �= � ;r / _ =-�_ _ ' - ------------- �__- -= -------- - - - - -- WALL 1 / `3g \ \\ __X _ - '- - - -- --------------- _- -_-___ - _ _ - .J -__06 ___��� �_�� _�_J�r -_____ - - _ -- - -°- - - -_ -_ - - -- / 1`oCMK I I try I/ t- \ \\ �.� __- - -_ 4 --___ -- --- _= ;`____ -- =403 =404 -� _y__ -_ - :Z 1z. = =. �a,r - - ---------- - _ -_ - - -= --- - - ---- �_� --- - - -`- - - -- 440- 9 --4fo- ----------- / DEALERSHIP 4 r t I ( ENTR E \ \ `\ //� \�� ,`H3SPITAf /AIRPORT :- �` - �. - - -399 �= WGHWAY -- _-�- - ��� _ - - - -- _ - -- - - - -_- __- 407- °40$ -�= ____-___ _� - -- -- ENTRANCE Ir- - OE TfyAFFIC BOX r �h 891L Sigh _ �- - -_ - --39 - - -- gq� - - - -- - -- -- TREET SIGN -- - - - -- 408 -'_ -' _408- -- _ -_ ----_ -__ - -_- _. - -- -_v ` 41p,, AILBOX \ �- / --"-� _ r .r ...' - --- ��.! " ""'- - - BE - � 15 RCP UW UW 1 90X \ 1 \ - I \ ° AFF C - CONC SIDEWALK , \ \ I / CBDI 11,5X2,5 T // / rr // / 15'RCP /' // CBMH f , AP OXIMATE LOC TI N OF 8 DIP \ / / r / uw =-�-7 - �-� -. U1i / TOP 380.10 / / / / / r , r TOP 392.04 / r IE: 376.60 / t / / / _ / / / -� <.•.,...,. / / L_ / / /'IE:387.99 APPROXIMATE I LOCATION OF - / GAS LI•[yJ` _L •„ / ! ! I f f / / / / / / r / / / / / 1' SIGN ; r// ROU TE 250 - RICHMOND CO A --- - Q \ \p� 4. ONE -WAY / `� �� 1\•-ONE -WAY � a \ ( ( I j �'' t\ ` � 1 X90' R��i ` � SIGN r } ! I \J 1 1 ca ca , M a 1 \ POB 1 \ a \ PROXIMATE , - - m `�� -S `�\ D13B \\ \ \ \ \ 575' E TO \ "\ \ 72.42 ` " \ ` 149.86 TIE i `\ `\ ♦ ` `\ coNSTRU��ION \ \\ �♦ \\ \ \ R/W MONUMENT \ RIVERBEND DRIVE `� IPF 5/8 \\ LOCATION OF IPS 5/8 �` \ , " I \ \ \ \ .\ TOP 407.A� N o \SIGN \ \ \ ♦ \ FOUND \ \ REBAR `\ $" DIP ` S 89056'24" E ~ `. �tEBAR �\ `� S 89'5619 E( �\` `� \♦ `.., �\ IE .394.86 IPF 1/2" I J REBAR `- NC 51DEWA UG - G° - - - - ---- -.. - - - - - - - - - _.. - - - - - -. -wAtL - - - - 9.5 .,� � �-- , . 1 �,� .._. ....,. `• u UG UG G '� '� C SIDEWALK UG UG. U U,G G•' UC'. - _,._ - - - - , �__ _ - HIGHwari N 8 5'43" W - APPROXIMATE PP G .uG G � W ` \ SIGN <�, t- \ " -' \ .. 1 \ SIGN Ir Y . `w - - "� fPED "UNIVERSITY" 20052.23' TIE SFr \ �� \\ 78.25' TIE / i - LOCATION OF 6 / PED ��� \ \ BMw \\ _ _1 'mow_ � _ COS MONUMENT S 89'04'50" W IPF 3/4 OPEN 4 \ I AVAILA�LE (n� " \ \ \ •`' i / r` CAST IRON GAS I CONC , `� \ \ U / 1 \ 65,00 >th'�� \ 1 N 3899613.03 TOP W CAP -�� \ 1 1 Y• ( \ ', / LINE (90 PSI) �� / \\ r PARCEL 07800 01500 E 11476421,4,3 POG \ \ \ } } 1 \ \ ` " 1 ! I ASPHALT AREA / 1' \ \ \ \\ 1 V \ l ~3s� ^. \I }I REBARB 11 \\ 1 t \ ASTAR ASB FVA2 LLC PARCEL DESCRIPTION: Tract 1 Commencing at CGS monument 'University', having Virginia state plane coordinates of N 3,899,613.03 E 11,476,421.43 thence with a tie line N 89 -04 -50 E for 20,052,23 feet to an iron pin located on the southern right of way of Richmond Road (Route 250), sold iron pin being the Point of Beginning. Thence along said right of way S 89 -56 -24 E for 172,42 feet to an iron pin; thence leaving the southern right of way of Richmond Road (Route 250) along the common line of Astor ASB VA2 LLC (DB 2793 -81) S 02 -46 -50 E for 191.99 feet to an iron pin; thence N 89 -56 -22 W for 180.02 feet to an iron pin; thence along the common line of Pantops Park LLC (DB 3098 -198) N 02 -47 -09 W for 173.63 feet to an iron pin; thence along curve to the east having an arc length of 20.06 feet, a radius of 25.00 feet and a chord bearing and distance of N 20 -07 -52 E for 19.53 feet to the Point of Beginning. Sold tract contains 0.791 acres or 34,478 square feet more or less. Tract 2 Commencing at CGS monument `University', having Virginia state plane coordinates of N 3,899,613.03 E 11,476,421.43 thence with a tie line N 89 -04 -50 E for 20,052.23 feet to on iron pin located on the southern right of way of Richmond Rood (Route 250). Thence along said right of way S 89 -56 -24 E for 172.42 feet to an iron pin; thence leaving the southern right of way of Richmond Road (Route 250) along the common line of Astor ASB VA2 LLC (DB 2793 -81) S 02 -46 -50 E for 191.99 feet to the Point of Beginning. Thence S 02 -47 -48 E for 74.88 feet to an iron pin; thence along the common line of Albemarle County Service Authority (DB 1240 -287) S 02 -20 -18 E for 147,47 feet to on iron pin; thence S 86 -27 -56 W for 199,46 feet to an iron pin; thence along the common line of Pantops Park LLC (DB 3098 -198) N 02 -16 -38 W for 110.84 feet to an iron pin; thence N 02 -54 -15 W for 123.96 feet to an iron pin; thence N 89 -48 -51 E for 20.08 feet to an iron pin; thence S 89- -56 -22 E for 180.02 feet to the Point of Beginning, Said tract contains 1.047 acres or 45,614 square feet more or less. UTILITY CONTACTS= ZONING: TELEPHONE: COUNTY OF ALBEMARLE EMBARQ ZONING AND CURRENT 1240 -B SEMINOLE TRAIL DEVELOPMENT CHARLOTTESVILLE, VA 22901 401 McINTiRE ROAD CONTACT: BRIAN JEFFRIES CHARLOTTESVILLE, VA PHONE: (434) 974 -6928 22902 -4596 45'58'36" CONTACT: FRANCIS H. MacCALL WATER AND SEWER: PHONE: (434) 296 -5832 EXT. ALBEMARLE COUNTY WATER 3418 AND SEWER AUTHORITY FAX: (434) 972 -4126 168 SPOTNAP ROAD REBAR CHARLOTTESVILLE, VA 22911 ELECTRIC: CONTACT: JILL ZIMMERMAN DOMINION VIRGINIA POWER EMAIL: 120 TREDEGAR STREET ( JZIMMERMAN QSERVICEAUTNORITY.COM) RICHMOND, VA 23219 i w // \ - CONTACT: CHRISTY CHARLOTTE VA DOT PHONE: (888) 667 -3000 DEPT. OF PUBLIC WORKS GV DOT DIVISION GAS: 305 4TH STREET, N.W. DEPT. OF PUBLIC WORKS P.O. BOX 911 GAS DIVISION CHARLOTTESVILLE, VA 22902 305 4TH STREET, N.W. CONTACT: MARY ZYLOWSKI P.O. BOX 911 PHONE; (434) 970 -3815 CHARLOTTESVILLE, VA 22902 FAX: (434) 970 -3817 CONTACT: MARY ZYLOWSKI IPS PHONE: (434) 970 -3815 O FAX: (434) 970 -3817 IRON PIN FOUND _ ", I / I \ 1 TOP OF FIRE I 1 \ 1 1 1 1 1 1 4 30' SETACK LINE t-:.7. ^ - ,, .11 _ - -. - - f ♦ \ D.B. 2793 -81 \ D.B. \ \ ASPHALT . ( \ \ 1 I I 1 << ',` : ASPHALT a_ \ ZONING: PARKING HYDRANT I I 1 \ 1 \`... 1 1 1 / 1 /' / PARKING ° -_� 1 \\ HIGI'IVAY COMMERCIAL AND SEE DETAIL I I I I 1 1 ^�}yt :. \ I 1 w a f .; 1 /! 1 \ - ENTRANCE CORRIDOR OVERLAY DISTRi�T\ r � ti < r USE^ COMMERCIAL \ \ ELEV= 396.40' l I I III ` .. <, . � 1 1 1 ;� .....' ' .- `{ / 1 , \ :, I i 1 <'�' `'`.: <<: `` t 1, I I , \CBMH 1 1 I ASPH+ AREA ? I I J GRAVE LAREA 400.90 l 1 - ASPHALT AREA ' IE:N�95.75 L - -__� . TRACT rl \��`\ \I I 1 71 w \ I 1 I i PARCEL 07800 00 00 O15B1 CREPE MYRTL 1 1 l I # Ifl/ // \♦ yl j 1 < 1 3" CHERRY 1 1 1 1 1 11` y \ Z 1 I N F \' �\ \ 1 l 1 \ 1 <.5'•' 11 I 1 / ; ., R o �/ / r i 111 I /� \ \ 1 I I RICKEY LEE AND DONNA G. BAUMGARDNER<<.. ! ..p�,.. / I I/t � \ 11 I 1 1 1 I *Tas.\', .. ; IN 1 1 I D.B, 774 -510 3 „' t l J I \ PARCEL# 07800 00 00 01600 1 1 1 I I 4 'z ?' '} \ l I I ZONING: \ , \ - - - - -- I / 1/// /VIOLA \01 -P` \ ( Ill \ 111 N/F I 1 1 I 1 1 \1 I I I HIGHWAY COMMERCIAL AND �9y ° / PANTOPS PARK LLC i I 4 1 \\ }� I 1 I ENTRANCE CORRIDOR OVERLAY DISTRICT �1<< I I x ASPHALT / ( ASPHALT l < \,GATES ca \ I I I _ I rn I / CBMH \ l 1 1 PARKING f \ \ \\ CBDI D,B. 3098 -198 { 5 1 1 4 `, ! /�- ZONING: I 1 �� j_3age� }i 1 \} I <` .� 34, ri ( Y ~' �� J - _ - - -�. f J \ \ \\ \\ 478 SQ.FT, l�l, x T P 396 73 I f 1 ry I / TOP 388.20 NEIGHBORHOOD MODEL DISTRICT 1 1 1 < } l l .. 1�:'r. / Z I IE /IN; 3 .23 } \\ USE: COMMERCIAL I 1 l 1 `' ;`' ' 11 ° " `F 0.791 ACRES t �'b'7 / x IE AUT: 3� -03 / / .�' _ -- , ��j / r �_f % I</ /� / / /IE: 390.49 I \ � 1 5 < ` ✓� / - ! / aa.z' �,� I / ' 1 1 / `"t.�l . � 1 << , 3gaj,•��1 �R II \ ( / / T / << ,` t, . <�r ! L �. � ( // `lam / ,y 1! / r r .` // REeUNE \ / 11,1. � �/ � �co'. / `\ \ � \ k � � 's� ,-.._ �- --•--- � -1;' // /` _rr' - (� A f I 70' R/W ,, .. \ �• - - - 1''� / \ \ \ .ti a, i~� OVERHANG r -- / __/ I 1 j �"• \\ RESERVED FOR I r :.,< \ \\\` �' _ r /, , i / } FIRE DEPT. I la I `n, a .. <<'.'' _ \ 27.2• - STREET PURPOSES I _ - rj� \ ' \ 9 3y�\ CONNECTION - -f D.B. 445 -426A 70.0' \\\ ~8 s _i r/ � ELEC. FF 484.94 - NI \ 1 1 �\ -_ _ RiTI L SLOP - rf 1 1 1 1 \\ i� \� - METER I\ IE: 392.41 AREA (SHADED) / \ s a \ /-- - MAR BUILDING s I I 1 C I // /�����'' _ _✓ r ! / ^ SLOPE AREA } w \ II ♦` , _ M 1% 14,2' I a -- \ I II ♦ I I DEBRIS PILE / �g2 � _ _ (SHADED) ) \ - -- </ P4)B 2 ` \� \\ r Y. I'., °° rr r /.• 'S�• 9�,, / - ^' �, -._ " - ti 1 IT\ i, F 1/2 % ��� \ _ .� J O FF 390.46 FF 390.50 .'� I O IPF 5/$" 516 - - I�EBAR X \ W \\ N ➢Ate S a,.e' BAY Nr �o°o°°° o° / i r // /511' �,/ HT: _ SDMH _ REBAR -/ 389.4_... / - \ 1 \ \ } t MH II UN B'LE~ TO OPEN ; t;o - -� \__ _ �r 1 1 -F� - -T \ i� 1 / S DMH (r // ` /�`! f�i 9'S� 2p W ��0. ®2' / �/ e 1 �7 - �s - -`-`= � TOP 392..97 f^�1ti / // sOVATTF32'5 } \ i . 2 _ GREASE V HANG L4" RCP _ - - -- -- - i� -_ - . _ : o \IE: 377.17 UNABLE 'TO SET PIN ll �/ �/ ,,� I 1y' 1 / / / TENT \ 1 PU 471 / JRAp '? EIGHT 8 F3 I DUE TO ONGOING // /� / /,� // /,� \ / // f //� rf- -:so -� ( 1 \ \ , .71 ( CONSTRUCTION ON - -- ADJACENT PROPERTY tD "SPRUCE \ }, r t r. pl i \ / 1 II / /�b SDMH i A ! I I j S I - / l / r / �/ / ��v 1 ;l . �� �- -.�s3 - .S \ y: 1 1 SHED f I 1 1 EXISTING 20' STORM DRAIN - - - -- / / / I r.. r'; �� \ r -TOP 389.59 f // I °7^ - _. ,, p. ,F �, IY 1 j1� EASEMENT PER GRADING AND I X / I `� ' i \ i I �a IE 24 "IN: 368.19 / r/ ,, - J I f 1 1 h: pp` \ IE 18 "IN: 378.89 / 22.r _ I f DRAINAGE PLAN ENTITLED, "CROWN 10 "MAPLE I / , __ _ , 1 \ - I -�� -i ` ` /7 1 ► 1 MOTOR CAR COMPANY" BY •-_ / / I T / -`,� {{.. �IE`"1:7L7T=3�8�3 - -. � / f ASPpiC / HULCHER &ASSOCIATES, INC. C PARKING - 17 -05. v 1 1 DATED 3 m LA GRASS AREA VIRGINIA MISS UTILITIES L1 P. W 3 DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 -552 -7001 L2 TIE SQUATTER'S f . D 10.61 „ 19.53' TENT 45'58'36" m I "I I ( �t `R C ITICAL I l ~ IPF 1/2" {- - J ! e -e r37� AREA (SHADED) 1 REBAR © I INGRESS /EGRESS 1 / EASEMENT PER / I . le- . -' ss" '` ��` - -'�6a' !- - i \ CBDI 3X3 It / \ I Q.B. 881-426; . I t -- -- �� �'' - -- •e'- 1. i w // \ - TOP 362,43 IE: 358.51 A { I D.B. 688 -325 M GV GAS VALVE El T -PED TELEPHONE PEDESTAL '-----TRACT 2 FOCMKR FIBER OPTIC CABLE MARKER \ t ' `�� // /! PARCEL# 07800 00 DO 580\ FILL DIRT FROM - I \\ ♦4/ / /// �' RICKEY LEE AND DONNA G. BAUMGARDNER TOP 368.99 CONSTRUCTION ON I D.B. 881 -426 IE IN: 354.59 GRASS �--' AREA / ZONING: ADJACENT PROPERTY HIGHWAY COMMERCIAL IE OUT: 38\109 I Jam' ND ENTRANCE CORRIDOR OVERLAY DI_ST.RfCT C) I UNABLE TO SET PIN 1 i ` 45,614 SQ.FT. _ DUE TO ONGOING i \ ' O CONSTRUCTION ON I ��N� \ 1.047 ACRES rn f 1 ADJACENT PROPERTY . / <�/ /'"` s� / , �� RITICAL aLOPE O'er � . ��.�' i / ..:.:::i.': +::'1:�::.\ / / �J N -+ CBDI 3X3 POSSIBLE t wA 1 1 / / AREA (SHADED) ' 0I TOP 363.84 / I Oil oo I i•'� `� JUNCTION BOX \\ \�:..`. ! IE: 344.79 (A -P , � ,,. � � UNABLE TO co j /yam.- ;/ LOCATE \\ FIRE HYDRANT DETAIL ***CAUTION*** I ! IPS 5/8 R. •27,56" W, 99 .7 B "PVC e CBMH' SSMH r -� TOP 385.63 �.�� IE: 378,29 / RIM: 374.77 _--��- ��. - {E OUT: 374,89/ / / �t ! / IE IN: 369,77 / /- �� r' / / 1 ' r�IE OUT: 369.17 :s>w CAUTION THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED / FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, I EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES TOP 373.39 NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN IE: 343.94 THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT 1 THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE, THE SURVEYOR HAS N07 PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. .l,wnmow.11 nl.nl.nl�nlnn"nl.� I II TOP 387.99/ IE: 381.24 ♦J /r I II / 'IPF 1/2" = -REBAR sue. t x x .77--7=. � u �- - .x- ___7r�.x - -x -x SSM 1 f/ r t N 89'54 54 E 275.23 TIE RIM: 379.76 / SS » :• -- SS 55 IE IN: 371.2 OUT: 371.06 / 14' 25' SANITARY SEWER EASEMENT D.B. 1371 PG, 329 PARCEL# 07800 00 00 015CO / N /F ALBEMARLE COUNTY SERVICE AUTHORITY / D.B. 1240 -287 ZONING: HIGHWAY COMMERCIAL CBMH USE: COMMERCIAL _ TOP: 387.42 - / IE: 380.82 FENCE '`SSMH RIM: 387.44 IE IN: 370.84 IE OUT: 370.64 SO MH TOP 385.19 IE IN: 378.29 IE OUT: 374.89 CRITICAL SLOPE AREA ZONING INFORMATION: ZONED: HIGHWAY COMMERCIAL AND EC (ENTRANCE CORRIDOR OVERLAY DISTRICT) SETBACK LINE: FRONT: 30' SIDE: N/A BACK: N/A MAXIMUM BUILDING HEIGHT - 35' .A�A�ol�l l II FLOOD INFORMATION: THIS PROPERTY IS LOCATED IN FLOOD ZONE. "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAiN) PER ALBEMARLE COUNTY FIRM COMMUNITY PANEL NO. 51003CO287D EFFECTIVE DATE: FEB, 4, 2005 UNE TABLE LINE VIRGINIA MISS UTILITIES BEARING L1 20.08' 3 DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 -552 -7001 L2 TIE 1.45' '04'3 - W A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. 10.61 „ 19.53' •27,56" W, 99 .7 B "PVC e CBMH' SSMH r -� TOP 385.63 �.�� IE: 378,29 / RIM: 374.77 _--��- ��. - {E OUT: 374,89/ / / �t ! / IE IN: 369,77 / /- �� r' / / 1 ' r�IE OUT: 369.17 :s>w CAUTION THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED / FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, I EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES TOP 373.39 NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN IE: 343.94 THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT 1 THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE, THE SURVEYOR HAS N07 PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. .l,wnmow.11 nl.nl.nl�nlnn"nl.� I II TOP 387.99/ IE: 381.24 ♦J /r I II / 'IPF 1/2" = -REBAR sue. t x x .77--7=. � u �- - .x- ___7r�.x - -x -x SSM 1 f/ r t N 89'54 54 E 275.23 TIE RIM: 379.76 / SS » :• -- SS 55 IE IN: 371.2 OUT: 371.06 / 14' 25' SANITARY SEWER EASEMENT D.B. 1371 PG, 329 PARCEL# 07800 00 00 015CO / N /F ALBEMARLE COUNTY SERVICE AUTHORITY / D.B. 1240 -287 ZONING: HIGHWAY COMMERCIAL CBMH USE: COMMERCIAL _ TOP: 387.42 - / IE: 380.82 FENCE '`SSMH RIM: 387.44 IE IN: 370.84 IE OUT: 370.64 SO MH TOP 385.19 IE IN: 378.29 IE OUT: 374.89 CRITICAL SLOPE AREA ZONING INFORMATION: ZONED: HIGHWAY COMMERCIAL AND EC (ENTRANCE CORRIDOR OVERLAY DISTRICT) SETBACK LINE: FRONT: 30' SIDE: N/A BACK: N/A MAXIMUM BUILDING HEIGHT - 35' .A�A�ol�l l II FLOOD INFORMATION: THIS PROPERTY IS LOCATED IN FLOOD ZONE. "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAiN) PER ALBEMARLE COUNTY FIRM COMMUNITY PANEL NO. 51003CO287D EFFECTIVE DATE: FEB, 4, 2005 UNE TABLE LINE LENGTH BEARING L1 20.08' N 89'48'51" E L2 TIE 1.45' '04'3 - W CURVE TABLE CURVE RADIUS I LENGTH I TANGENT CHORD BEARING DELTA C1 I 25.00' 20.06' 10.61 „ 19.53' N 20'07'52" E 45'58'36" SURVEYOR'S NOTES: 1) ZONING PROVIDED BY THE APPROPRIATE GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL PURPOSES ONLY, 2) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. POSSIBLE ENCROACHMENTS: LAND AREA: SEE INDIVIDUAL PARCELS BASIS OF BEARINGS AND BENCHMARK: BASIS OF BEARINGS STATE PLANE COORDINATES VAS FROM GPS OBSERVATION OF MONUMENT "UNIVERSITY" NAD 83 VERTICAL DATUM BASED ON MONUMENT "E 346 RESET" \`NAVD 88 SURVEY0,111S ♦ ENGINEERS FREELAND :'& ASSOCIATES, INC. 323 WEST STONE AVE. GREENVILLE S.C. 29609 TEL. (864) 271 -4924 FAX: (864) 233 -0315 EMAIL: jfree,lond@worldnet.att.net DRAWN: JMP PARTY CHIEF: LP CHECKED: JKS REF. PLAT BOOK: 688- 329; 445 -426A REF. DEED BOOK: SEE INDIVIDUAL PARCELS TAX MAP SEE INDIVIDUAL PARCELS DATE OF SURVEY; 11 -9 -07 DATE DRAWN: 11 -12 -07 DRAWING NO; 59,513 DATE OF LAST REVISION: 1 -30 -09 0' 30' 60' 90' SCALE: 1" 30' ¢yTH OF G f O U y ES Reffli EELAND 0 83 RLS: James R. Freeland �� SURVE`t13 r` PI C• 07Ri A.• 7/0 .f COMMONWEALTH OF VIRGINIA RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY �' • • • SITE ADDRESS: RICHMOND ROAD CHARLOTTESVILLE, VA SHEET C2 OF 33 LEGEND: POS POINT OF BEGINNING POC POINT OF COMMENCEMENT TBM TEMPORARY BENCHMARK xX LIGHT POLE a, PP POWER POLE WATER VALVE WM WATER METER © SDMH STORM DRAIN MANHOLE 0 ce CATCH BASIN 0 SSMH SANITARY SEWER MANHOLE Gv M GV GAS VALVE El T -PED TELEPHONE PEDESTAL O FOCMKR FIBER OPTIC CABLE MARKER 0 MW MONITORING WELL FIRE HYDRANT O IPS IRON PIN SET (5/8" REBAR) O IPF IRON PIN FOUND - OE - OVERHEAD ELECTRIC LINE - UE - UNDERGROUND ELECTRIC LINE -- SS - SANITARY SEWER LINE - w - WATER LINE - UG- GAS LINE - OT - OVERHEAD TELEPHONE LINE - LIT - UNDERGROUND TELEPHONE LINE O GUARD POST r� UGMRK UNDERGROUND GAS MARKER 0 CO CLEANOUT RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE R/W RIGHT -OF -WAY SS ESMT SANITARY SEWER EASEMENT - - -- WHITE LINE - -- -- DASHED WHITE LINE - - -- YELLOW LINE DOUBLE YELLOW LINE --- - -- - -• 5' CONTOUR --------- 1' CONTOUR (_YV'Y\ TREE LINE -U SIGN =__ -- STORM DRAIN PIPE OWN 2 HEAD LIGHT STANDARD or 3 HEAD LIGHT STANDARD MIN i HEAD LIGHT STANDARD - X -- FENCE SURVEYOR'S NOTES: 1) ZONING PROVIDED BY THE APPROPRIATE GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL PURPOSES ONLY, 2) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. POSSIBLE ENCROACHMENTS: LAND AREA: SEE INDIVIDUAL PARCELS BASIS OF BEARINGS AND BENCHMARK: BASIS OF BEARINGS STATE PLANE COORDINATES VAS FROM GPS OBSERVATION OF MONUMENT "UNIVERSITY" NAD 83 VERTICAL DATUM BASED ON MONUMENT "E 346 RESET" \`NAVD 88 SURVEY0,111S ♦ ENGINEERS FREELAND :'& ASSOCIATES, INC. 323 WEST STONE AVE. GREENVILLE S.C. 29609 TEL. (864) 271 -4924 FAX: (864) 233 -0315 EMAIL: jfree,lond@worldnet.att.net DRAWN: JMP PARTY CHIEF: LP CHECKED: JKS REF. PLAT BOOK: 688- 329; 445 -426A REF. DEED BOOK: SEE INDIVIDUAL PARCELS TAX MAP SEE INDIVIDUAL PARCELS DATE OF SURVEY; 11 -9 -07 DATE DRAWN: 11 -12 -07 DRAWING NO; 59,513 DATE OF LAST REVISION: 1 -30 -09 0' 30' 60' 90' SCALE: 1" 30' ¢yTH OF G f O U y ES Reffli EELAND 0 83 RLS: James R. Freeland �� SURVE`t13 r` PI C• 07Ri A.• 7/0 .f COMMONWEALTH OF VIRGINIA RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY �' • • • SITE ADDRESS: RICHMOND ROAD CHARLOTTESVILLE, VA SHEET C2 OF 33 ��FOGM GOODWILL 4' CP LiTP�R /i \' \\ _ - -- - - - ^- - - - ---- -- -.--.- -- - --- - - -- - _ _____ - - - -- - - - -- Q =_- _�___- �' - -- ------------ _- _ -____ _- _ ___ ___- - -- Y - - -- -410 ----------------- 411 // EALERS�ttR _ -ki - � i 1 \ ( 6 I , �9 \\ --HO PITAL /AIRPORT= _ -_- - -- -- - - - -- _ 4 - - - - - -- - - - -- - -- - - -- -- - - - - -- - -- - -409- - - - -- - / -0E- �- - - �- - - - -- -_- - - -= 5E -- - -- _ -- - __ =; - - - �� - - � -- -- �1F- - n - _-- - - - - -- _--- - - -_ -- -- - -- - - _ _ / UW _ AILBOX \ \ / �� RAFFIC BOX \ -- - - - -- HIGHWAY ` - -- = \ - -- - -- - - - - -- =� - -- - ' - - - - - -- ' - - - - -- - -- -' - - -- 9�- -OED - _ 0� �`\ 15 "RCP _ ti - - UW ��,�- - - - - - - - 5� - _ - - - �. - c -- \ -� \ \ ` CONG SIDEWALK - \ \ I \ '\ , I /' CBDI 1.5X2.5 /� - -/ / / 15"RcP / - / / CBMH - - 1 / TOP 380.10 / / / /' /' / ,/ � / / � / / AP�6'f OXIMATE LOC9T10N OF 8" DIPS- ' / / , / / / / / / / �/ �/ TOP 392.04 �// // /, / /' ,11 ' / �� /' /,/ 4 _ / IE: 376.60 / / / / / / / , , ,IE: J87.99 / POW POLES. 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HIGHWAY COMMERCIAL Aw/ 1la o CONNECTION 272' 1.769 AC /_ _ _ _ 1 I I q,\\ - ELEC. FF 404.94 - - 1 METER - \I I I I J IE:392. -- METER BUILDING a - I I� I I I yy,aLL J / /-_ ° I 4,2' -a.3 \I i I _\ 1 I � FF 390.46 FF 390.50 I 11 I \ I / 0 10.o• BAY I � // 1. � CO \_ -_ -- \ ��.," //'/ jam/ I 11 - - - -' ._- - I \\ h /SDMH __ _ I \ \ \,TOP 392.97 -, -- E HANG 24" RCP ------------=-=-----=:=-------,--.-- -- - - �- -i - - 1�/ I\IE:377.17 EIGHT.. 18 ,�' /''_' I I I/ \\ Q / _ �, 1 1 / G `� // - \ � / � 111 %11 , /' SHED - �� II 1 / / I / I , / � 11 1 /, 22.1, /' _ / I I I I I -LIGHT POLE TO ASPyY / ,// ,// j Ij I / BE RELOCATED. PARKING / �// REFER TO UTILITY /// / /// / /-� // /' / ii // \ PLA , 17) // / '' i i I i i TI \ , / 1 4111// Em g-aull - - -- I REBAR - / j - -x`x- Z x - xLx -x - . - x -x - x_ =x-x - x `X, _ E/ /`/1 N 89 °54 54" E 275.23' TIE �S x1- xSS x ' Ss -- SS sS lAV . . ..1 a DEPORE YOU On 4.N C_... you, utility.- ml no,. u a __"_ 1 ___,noW,U_•, yw ay V '�, e EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. 11 .: `. / Y/ / / b / / I 1 / l / / / / / NOTES . T `- h III ,, /, , , / Ov U.. /,/ , / / / / / / / D III / // �- - / / I / / / / / / - / / / / / /vl / // G }' III / /// �/ / /,,. \ , Y;., o, / -,z / I / / / / !/ / / / / / RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION l / / %� / I THE CONTRACTOR IS RESP // ,( / , / / (/ / /,/ CD _ III / / 11 / / r, ' • \ r -, / // / / l l l l l l l l l l l / / / / / / / / APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, z Z I :. IIII III ,/ I �� // /S FORM DRA4�1 _eIPE ='.� - , / ; / / 1 1 1 1 1 I 1 1 / / / , / / // PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE z ° w III rIII 1/ ' / / f�, BE ;REPLACED �WITI -� xRC / / / ,/ 1 1 1 1 1 1 1 l / i / // J l / ¢� / // / // / // I N v z w j I I IV l IIl / / iN �' �`w / , / , l 1 1 I / / 1 1 / 1 / / , , REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO Q M,- In " ® k ,': II I '/ // r GRA� AREA / �' p / , / / / / / �/ / / / / / / / / SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL. c� m o Q I I ( 1 , POSSIBLE / / / / , / / / / / , / , / / / / � o `.o U m o III I II 11 I 1 I ,/ // 1��/ JUNCTION BOX N � // / / ,/ / / l l l I I / / / l / / / //� 4 w o� +`: I EXISTING STORM I I P J /// l l 1 I l // `/ p rn o h o I III � - i / 4. / UNABLE TO / / / / / / / 1 / / / <� 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE ��� o�,o00 III 1I _ -� - / / / / / 1 r / / 1; DRAIN EASEMENT I 1 11 / / ` LOCATE / / / / / I / / / / / DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED (N rq w � ri I I OR DISPOSAL II ID. B. 3350 -624 1111 1 c �� -� ' ' / / / ,,, / /// �llfnlll // ° � 1 �, 1111111 I Il -y\ , : /' // // / / �l% / / V) l / / / F L � I.:;I I II I I I I 1,_� rti \ / /' r1 � / / / / /,/ / / / //� /// // / It 't III III I 1 I I ,11 -z/ \\ // / �� / / / / / / / / / / / / / / // 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL j -:} I I I / /' SOMpi / / / / / / / / / AND/ OP RELOCATION OF UTILITIES THE CONTRACTOR HALL COOI;�DINATE WIT THE __ .. tiI III II i II '/ - 'TO // / / //� / /// / I _ - /;''� /,I� /l�2 // - __ _ •, b\ n / / EES WHCRTIARE TOO WO PAID TO THEYUTBIEITYECOMPAN�Y FOR HTHEIRILSERVICOESPATHESCONTRACTORDIS i IIII \ - r. IE O�}'�'•��j73 /g 0 / / / : v -I. .... I I J - 49 / _ \ ,- : �\ / / / / / � / / RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 1. .- . :.. F..-.� III I ,' / /' / /'/ / ___ _ - -- - - -- _ I f - �� �� / - - --- -- - - - - - - ' 'IIII I 1 WAT1=R I 1 / k / Q / / / / / ! / /�/ / / / 25' SANITARY 4, THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE 11 - - - -� 11� 1 IIII of I I I t' 11/_ . / J / / // / / // // // _ / I I -- \ \ � , , y /, /,. / / / SEWER EASEMENT BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE II 1 CoIIiI I \� �/ , �/ , / // / / //, /, / L / L I I IIII PI I I I I // �_ / I 1 / �/\ / / , ! / / / , 2�/ D.B. 1371 PG. 3` 9 ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY, PRIOR TO THE START OF ANY R - �� / t ` _ /�) III . I , I I I I I I / �_, / I I i ( / // %/ , !, , /// /; // // DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS IIII I I I I / /// _� k:' / I 1 III / I b �''i �t r � 11 1 1 �i , ;• �': i// //l `�� '// ,/ OF EXISTING UTILITIES, 1 / IIII I II I / A\ /' - /,/ // / , I III I I III l o , / 1 ' i .' _ / / / / ,� / / 5• ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT 1 I 111 I \ rt // / ( �/ 1 N-�-� �' /' �// // // / / // I 1,`'. I / i i LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS j 1 -- - -_ _ { I \y -l. '; / i / / / PARCEL# 07c300 00 00 O1�C0 // I I ;: - -- \ I�B ,GUTTER TO BE / ;' �' /,� �' �, _--�--,, ' ' ' ,///// / AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES, GIVE NOTICE TO ALL UTILITY � - / `- I l \41 \`� 1�VED � -1 ,' � 3� 'IPS 5f8 %��/ / ALBEMARLE COUNTY SERVICE AUTHORITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE / I k;'.. PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE - -�f �� , / II III I , , ,. �� _ II / / - \ � . \. \.\ /;., /._� /` 4 �' ��,� �� l � %REBAR� I' ��' T Ph1 387.42 D.B.7 N40G:287 t I / III 1 I _ / \ . _ _. _ GROUTED IF UNDER BUILDING. it ; � / /_N -- _ , , 11 11 11 I I ' \ - - - <'-_ - I:: 380.82 HIGHWAY COMMERCIAL �` _ - - - - - - - \ _ \\ ` _ -__ _=__ -_S 862756 W 199,46 - I - '- - - -_� II I I:: I _ _ _ _ _ _ _ REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY, ADEQUATE _ II \ S �`- - '' '' '�.''��' '; ; //�L \ _ S TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY I � =� _______--- ____________________ II 111 r -- _ �` �4�� =_ - -_= - _ = -'_,' ,' , S II `� ------- - - - - -- II I II - =1 II I I / / // j� -_ �P �'3:g�7- _________ -� s ' \ i i i NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE II III I I II / / / RI} if:- ice_- .�� 2 -- // � , ;' // p SSMH ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. III v I II I % / i - -- _ '' CBMH \ / ` / / `���/ SDMH - -- v III l TOP 385.63 -TCYP 385.19 II / / _ _,'��L \N� G RIM: 38 7.44 I I _� 111 I /�// i II ���= �"'_ IE: 378.29 % / IE IN: 378.2.9 IE IN: 370.84 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, INCLOSURES, ETC., 11I I ' "',,'/ I // I II I , l ,, ----IE OUT: 37=x.89 /' - IE OUT: 37.1.89 IE OUT. 370.64 TO THE BEST PRACTICES. III III I I /r I /� I I1 /1 � i /- // ,/' �i / /r' / ' 8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES II I I I I // / �A I ,' ,f /' /' / �/ ti/ /� ,' DURING DEMOLITION OF THE EXISTING FACILITIES. II I I 11 / , ' II I/i % III -1' l,� 3' ��,�' 11 I I / // /'' �'/ , 11 9 PRIOR =T0 DEMOLITION'.00CURPING, FALL EROSION CONTROL ;'DEVICES ARE TO, BE INSTALLED. 11 Ill if Ill I i Ik ' 1�4 I �' / II 11 I I III j % /'/ /' / i II� /j '��I �' III I 11 `, II I / / / / ... t ." � - II II L= === -======- - - - =-= = =_ = =_ = _=== _____�� ., IIII I� I ,I / I . , Z. .. II -� -.TTY - - -- ��\� III IPIII I� III II (r�=� ° °_____ ° _ _ °°_°° °_ =r=='= \:..,; +11 I f- - - __ I I ': *\ I I ri 11 III 11 i III off' ----- - - - - -- --I - I�� � �I11 O II --------- - - - --I I � ,'I, ., . �'� III 10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND /OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE, II, THE CONTRACTOR SHALL COORDINATE WATERMAIN WORK WITH THE FIRE DEPT. AND THE CITY /COUNTY UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGH OUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING /PROVIDING ANY REQUIRED WATERMAIN SHUT OFFS WITH THE CITY /COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH \\ I WATERMAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA L_ 11 F------ - - - - -- I \\ III -�l� I ---------- - - - --1 IIII, II �} � \\ ICJ �� ��� \\ III If-_: ---1 I 1 -- ----" \\ III -_ / d I \ �\ <e. -- X11 \� \ =- - -____ - -- J -------------------- - - - - -- \�\ \ \� II � -_ ,_ \\ I 1. \I I I __ \ \ - - -� k _ _ .4 \ \\ - _ - - \\\ ,/ \\Ji PREVIOUSLY APPROVED DISPLAY PARKING AREA COMPENSATION WILL BE PROVIDED. 12, DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE, DEMOLITION PLAN 0 30 60 SCALE I` - 30' REVISIONS I IF3Y U z Z 6 Q I- O 2 (D 11 L Il CV LL> Ln �a o ooco Q O LO CY) v -6 Qj O 0 I m � � CA _1 i O d- co c 1_u v) *, �', cQ x c3 ,R ern= 0 Q� NO Z Q � 0 J W W W U LL Ifj \t41 A ti J ,y/ a V ; D :2D, `j, U z> x ¢ � `� ° �; 'w , ' �� E `P 4�fa % 00 _1�, 4 ill q V z 0 0 D __� m <( 40 > zm Lu 3:0 � W W a 5,,q r)co co m a - 1�'Qco u > ot <2:q z (f) (f) 0 < O-N u 4 �,- 3: (_0 �_ Lu r- O ~ oW?W aO 2��o � U I- -j ow0z OL OL F- a- Q Q QLo- U m" =1 Q Q F_ ^W,, I_ y DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET c 3 OF 33 SHEETS -UW -- vvy , UW/ / , d 1 / , /' // z- // / / / / / \, / / / // _ RELOCATE _ EXITING // _ // - i /// / \ _r! / / 0 0 0 0 0 ! I I \ \ \ -BMW SIGN TO BE\\ � \ \ RELOCATED \ \ \ \ CBMH \ - \� - \�� _ _ \ �\ - � \\ -TOP. 40,86- \ \ /RELOCATE /\ EXISTING LIGHT POLEa `\ \`\ \\ IE 394,86 ��� \\ - 14 /2 ", v / SITE \'q < o , O x � LOCATION MAP (NTS) i� / \ - - - - - -- _ 1 \ __�, - = J TPEO - - - - x « : _ a ` TM a x: \ RELOCATE t I / \ EXISTING .. r a. :. � x:" n I 1 / / 1 ����'� ,� \ \ ELECTRIC �. - / �l I / \ \ - O\7ERNEAD /UNDERGQ LkNpP IL(�IES _ _ _ / / / /a-, 1 / I \ \ POLE `\ PARKING ` I I /0 IY �\ \ // /:\d \\\ l l fo / \ \\ \\ \\ � / / / / / /'�' I \\ rs r1a a :1 vvr s I / / / \ \ t °n w R �:. .s -... �; •*�'_ .,....r ,�, ,::;fix= � "' r � ° -- / \ I / / �\ \ / / 1 1 I III I l \\ O Q / I r III11 \r �\ \ \ \ 11 0 d / ASPHALT I I \I \\ \ \ \ \ \ \I\ I / PARKING I /I \ \\ \\ CBDI I I 0� - I / // \ \ \ \\ \ TOP 388.20 I,(k � / ,/ , \ ,I 1 \ VAl AA / / ' / / )///IE:390.49 / 44.2' N 1 / / / / / IL / / / PARCEL# 078100F00 00 ol56%.'i / // / / / I \\ _ \ n ASTAR ASB VA2 LLC �// //, _,' j I\ 'I' \�` ` 27.e D.B. 2793 -81 / ' / / 11 I I\\ OVERHAN ZONING: ;- / _ / 11 I ;� \ FIRE DEPT. HIGHWAY COMMERCIAL Aw/ 1la o CONNECTION 272' 1.769 AC /_ _ _ _ 1 I I q,\\ - ELEC. FF 404.94 - - 1 METER - \I I I I J IE:392. -- METER BUILDING a - I I� I I I yy,aLL J / /-_ ° I 4,2' -a.3 \I i I _\ 1 I � FF 390.46 FF 390.50 I 11 I \ I / 0 10.o• BAY I � // 1. � CO \_ -_ -- \ ��.," //'/ jam/ I 11 - - - -' ._- - I \\ h /SDMH __ _ I \ \ \,TOP 392.97 -, -- E HANG 24" RCP ------------=-=-----=:=-------,--.-- -- - - �- -i - - 1�/ I\IE:377.17 EIGHT.. 18 ,�' /''_' I I I/ \\ Q / _ �, 1 1 / G `� // - \ � / � 111 %11 , /' SHED - �� II 1 / / I / I , / � 11 1 /, 22.1, /' _ / I I I I I -LIGHT POLE TO ASPyY / ,// ,// j Ij I / BE RELOCATED. PARKING / �// REFER TO UTILITY /// / /// / /-� // /' / ii // \ PLA , 17) // / '' i i I i i TI \ , / 1 4111// Em g-aull - - -- I REBAR - / j - -x`x- Z x - xLx -x - . - x -x - x_ =x-x - x `X, _ E/ /`/1 N 89 °54 54" E 275.23' TIE �S x1- xSS x ' Ss -- SS sS lAV . . ..1 a DEPORE YOU On 4.N C_... you, utility.- ml no,. u a __"_ 1 ___,noW,U_•, yw ay V '�, e EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. 11 .: `. / Y/ / / b / / I 1 / l / / / / / NOTES . T `- h III ,, /, , , / Ov U.. /,/ , / / / / / / / D III / // �- - / / I / / / / / / - / / / / / /vl / // G }' III / /// �/ / /,,. \ , Y;., o, / -,z / I / / / / !/ / / / / / RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION l / / %� / I THE CONTRACTOR IS RESP // ,( / , / / (/ / /,/ CD _ III / / 11 / / r, ' • \ r -, / // / / l l l l l l l l l l l / / / / / / / / APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, z Z I :. IIII III ,/ I �� // /S FORM DRA4�1 _eIPE ='.� - , / ; / / 1 1 1 1 1 I 1 1 / / / , / / // PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE z ° w III rIII 1/ ' / / f�, BE ;REPLACED �WITI -� xRC / / / ,/ 1 1 1 1 1 1 1 l / i / // J l / ¢� / // / // / // I N v z w j I I IV l IIl / / iN �' �`w / , / , l 1 1 I / / 1 1 / 1 / / , , REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO Q M,- In " ® k ,': II I '/ // r GRA� AREA / �' p / , / / / / / �/ / / / / / / / / SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL. c� m o Q I I ( 1 , POSSIBLE / / / / , / / / / / , / , / / / / � o `.o U m o III I II 11 I 1 I ,/ // 1��/ JUNCTION BOX N � // / / ,/ / / l l l I I / / / l / / / //� 4 w o� +`: I EXISTING STORM I I P J /// l l 1 I l // `/ p rn o h o I III � - i / 4. / UNABLE TO / / / / / / / 1 / / / <� 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE ��� o�,o00 III 1I _ -� - / / / / / 1 r / / 1; DRAIN EASEMENT I 1 11 / / ` LOCATE / / / / / I / / / / / DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED (N rq w � ri I I OR DISPOSAL II ID. B. 3350 -624 1111 1 c �� -� ' ' / / / ,,, / /// �llfnlll // ° � 1 �, 1111111 I Il -y\ , : /' // // / / �l% / / V) l / / / F L � I.:;I I II I I I I 1,_� rti \ / /' r1 � / / / / /,/ / / / //� /// // / It 't III III I 1 I I ,11 -z/ \\ // / �� / / / / / / / / / / / / / / // 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL j -:} I I I / /' SOMpi / / / / / / / / / AND/ OP RELOCATION OF UTILITIES THE CONTRACTOR HALL COOI;�DINATE WIT THE __ .. tiI III II i II '/ - 'TO // / / //� / /// / I _ - /;''� /,I� /l�2 // - __ _ •, b\ n / / EES WHCRTIARE TOO WO PAID TO THEYUTBIEITYECOMPAN�Y FOR HTHEIRILSERVICOESPATHESCONTRACTORDIS i IIII \ - r. IE O�}'�'•��j73 /g 0 / / / : v -I. .... I I J - 49 / _ \ ,- : �\ / / / / / � / / RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 1. .- . :.. F..-.� III I ,' / /' / /'/ / ___ _ - -- - - -- _ I f - �� �� / - - --- -- - - - - - - ' 'IIII I 1 WAT1=R I 1 / k / Q / / / / / ! / /�/ / / / 25' SANITARY 4, THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE 11 - - - -� 11� 1 IIII of I I I t' 11/_ . / J / / // / / // // // _ / I I -- \ \ � , , y /, /,. / / / SEWER EASEMENT BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE II 1 CoIIiI I \� �/ , �/ , / // / / //, /, / L / L I I IIII PI I I I I // �_ / I 1 / �/\ / / , ! / / / , 2�/ D.B. 1371 PG. 3` 9 ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY, PRIOR TO THE START OF ANY R - �� / t ` _ /�) III . I , I I I I I I / �_, / I I i ( / // %/ , !, , /// /; // // DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS IIII I I I I / /// _� k:' / I 1 III / I b �''i �t r � 11 1 1 �i , ;• �': i// //l `�� '// ,/ OF EXISTING UTILITIES, 1 / IIII I II I / A\ /' - /,/ // / , I III I I III l o , / 1 ' i .' _ / / / / ,� / / 5• ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT 1 I 111 I \ rt // / ( �/ 1 N-�-� �' /' �// // // / / // I 1,`'. I / i i LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS j 1 -- - -_ _ { I \y -l. '; / i / / / PARCEL# 07c300 00 00 O1�C0 // I I ;: - -- \ I�B ,GUTTER TO BE / ;' �' /,� �' �, _--�--,, ' ' ' ,///// / AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES, GIVE NOTICE TO ALL UTILITY � - / `- I l \41 \`� 1�VED � -1 ,' � 3� 'IPS 5f8 %��/ / ALBEMARLE COUNTY SERVICE AUTHORITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE / I k;'.. PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE - -�f �� , / II III I , , ,. �� _ II / / - \ � . \. \.\ /;., /._� /` 4 �' ��,� �� l � %REBAR� I' ��' T Ph1 387.42 D.B.7 N40G:287 t I / III 1 I _ / \ . _ _. _ GROUTED IF UNDER BUILDING. it ; � / /_N -- _ , , 11 11 11 I I ' \ - - - <'-_ - I:: 380.82 HIGHWAY COMMERCIAL �` _ - - - - - - - \ _ \\ ` _ -__ _=__ -_S 862756 W 199,46 - I - '- - - -_� II I I:: I _ _ _ _ _ _ _ REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY, ADEQUATE _ II \ S �`- - '' '' '�.''��' '; ; //�L \ _ S TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY I � =� _______--- ____________________ II 111 r -- _ �` �4�� =_ - -_= - _ = -'_,' ,' , S II `� ------- - - - - -- II I II - =1 II I I / / // j� -_ �P �'3:g�7- _________ -� s ' \ i i i NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE II III I I II / / / RI} if:- ice_- .�� 2 -- // � , ;' // p SSMH ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. III v I II I % / i - -- _ '' CBMH \ / ` / / `���/ SDMH - -- v III l TOP 385.63 -TCYP 385.19 II / / _ _,'��L \N� G RIM: 38 7.44 I I _� 111 I /�// i II ���= �"'_ IE: 378.29 % / IE IN: 378.2.9 IE IN: 370.84 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, INCLOSURES, ETC., 11I I ' "',,'/ I // I II I , l ,, ----IE OUT: 37=x.89 /' - IE OUT: 37.1.89 IE OUT. 370.64 TO THE BEST PRACTICES. III III I I /r I /� I I1 /1 � i /- // ,/' �i / /r' / ' 8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES II I I I I // / �A I ,' ,f /' /' / �/ ti/ /� ,' DURING DEMOLITION OF THE EXISTING FACILITIES. II I I 11 / , ' II I/i % III -1' l,� 3' ��,�' 11 I I / // /'' �'/ , 11 9 PRIOR =T0 DEMOLITION'.00CURPING, FALL EROSION CONTROL ;'DEVICES ARE TO, BE INSTALLED. 11 Ill if Ill I i Ik ' 1�4 I �' / II 11 I I III j % /'/ /' / i II� /j '��I �' III I 11 `, II I / / / / ... t ." � - II II L= === -======- - - - =-= = =_ = =_ = _=== _____�� ., IIII I� I ,I / I . , Z. .. II -� -.TTY - - -- ��\� III IPIII I� III II (r�=� ° °_____ ° _ _ °°_°° °_ =r=='= \:..,; +11 I f- - - __ I I ': *\ I I ri 11 III 11 i III off' ----- - - - - -- --I - I�� � �I11 O II --------- - - - --I I � ,'I, ., . �'� III 10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND /OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE, II, THE CONTRACTOR SHALL COORDINATE WATERMAIN WORK WITH THE FIRE DEPT. AND THE CITY /COUNTY UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGH OUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING /PROVIDING ANY REQUIRED WATERMAIN SHUT OFFS WITH THE CITY /COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH \\ I WATERMAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA L_ 11 F------ - - - - -- I \\ III -�l� I ---------- - - - --1 IIII, II �} � \\ ICJ �� ��� \\ III If-_: ---1 I 1 -- ----" \\ III -_ / d I \ �\ <e. -- X11 \� \ =- - -____ - -- J -------------------- - - - - -- \�\ \ \� II � -_ ,_ \\ I 1. \I I I __ \ \ - - -� k _ _ .4 \ \\ - _ - - \\\ ,/ \\Ji PREVIOUSLY APPROVED DISPLAY PARKING AREA COMPENSATION WILL BE PROVIDED. 12, DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE, DEMOLITION PLAN 0 30 60 SCALE I` - 30' REVISIONS I IF3Y U z Z 6 Q I- O 2 (D 11 L Il CV LL> Ln �a o ooco Q O LO CY) v -6 Qj O 0 I m � � CA _1 i O d- co c 1_u v) *, �', cQ x c3 ,R ern= 0 Q� NO Z Q � 0 J W W W U LL Ifj \t41 A ti J ,y/ a V ; D :2D, `j, U z> x ¢ � `� ° �; 'w , ' �� E `P 4�fa % 00 _1�, 4 ill q V z 0 0 D __� m <( 40 > zm Lu 3:0 � W W a 5,,q r)co co m a - 1�'Qco u > ot <2:q z (f) (f) 0 < O-N u 4 �,- 3: (_0 �_ Lu r- O ~ oW?W aO 2��o � U I- -j ow0z OL OL F- a- Q Q QLo- U m" =1 Q Q F_ ^W,, I_ y DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET c 3 OF 33 SHEETS II � HOSPITAL /AIf:PORT I' �� ___ - - -- - -- HIGHWAY SIGN ----- - - - - -- -------- _----- - - - - -— -------- - - - - -- - - - - - -- ------=-- -- - - -- -- REFER TO SHEET =C33 -- - -- -- - -- — - - -- - -- - - -- OpR011TE 250 - — — - ENTRANCE CENTERLINE - - � - — — -- -- PROFILE IOSANDASGN r ROUTE 250 - RICHMOND ROAD O — -- -- — -- �O —_R /W) OW O W WONG V ! - -- O SI IGN = -L- — �1G�L = I I SWDL /4" IPS /8" /REB R N 899613.03 TOP W/ CAP �\ IPF 5/8" CG6 PROPOSED ROW E 1476421.43 `f REBAR 001 13 III I wZ�Z III I w z m 0 IIIIIIII I I I I I III IIIII I I I o 0 m�°� �10 w �. wN° ° wNwE ° "' IIII IIIII I I I � I I c� TOME R 9' (0 0 30' SETBACK LINE w ° CUS TYP) LLJ ' z PARKING go z W 8' 8 ' Zm ¢�� o� i I 8 � � oZ �� I1 . ., W III �5 n����� III I ��I III D osiodod 11 ► III 30' M 3 I c IILL _ // =1J I I III I z U III HC SIGN - - - _ E (TYP) \\ } TE _J _ = I IJJ m III 11 7' CONCRETE ARCEL# 07800 00 00 01600111 I U as a III 30' I SIDEWALK N/F I Q III 24' WIDE JOINT II I PAN TOPS PARK LLC III I F- 5' SIDEWALK TRACT 1 INGRESS /EGRESS III I D.B. 3098 -198 III I LLI I PARCEL# 07800 00 00 015131 EASEMENT 5.5' ZONING: II I U) Ldp III �IGHBORHOOD MODEL DIS �RIC11 4' HIGH RICKEY LEE AND DONNA G. BAUMGARDNER y II I W I— LIJ III D.B. 774 -510 ROLL -UP - tI 70' R /wI -J ~ (II ORNAMENTAL ZONING: 111 0 , II I I RESERVED FOR NI`� 0- 1 a PICKET FENCE HIGHWAY COMMERCIAL SERVICE IIII I I I� 0 I III l I I I I � �~ a U I II XET DOOR FROM STRE 34,478 SQ.FT1 II L 09 ACRES __ STORAGE/DELIVERY D.B. 445 -426A Ld CROWN BMW III I1 I I 11 F=- III i RETAIL PARTS w III SERVICE II II \\ I I m III I BUILDING f& III II II 14,269 SF SERVICE FFE= 397,0. II II(- I I I Il it I A 1 !I IPF 5 8' PARKING 22 EMPLOYEES II II �_ I I i II III RETAININQII / 13 L= -� II all WALL _ REBAR BEOABANC �rED TO _ f- I I I II (TIERED III 100' SIGHT / ,WALL) - I� OIL /AIR DISTANCE LINE 1/ III �� 11 - III I III Ili 28.5' °EUIPM N T� REEM RCH)SORS STOP 11 II L-------- - - - - =J II II III TIE TO 1 III II CAR WASH 11 II II II EXISTING 11 } . II III (RE :ARCH) II = _________° III CURB 11 I; III 1 III PIP 1 II II it II III GUTTER J II .: �� I BOLL ARD r I (� _ � I' 0/ CG � l�� �?T t 200' SIGHT DISTANCE L _� 70 7. 77. E77 I I LINE I 50' 1 1 _ - - - -- -- ���� } INGRESS /E *ES EASEMENT \P III — - - — — - - -- -_ — �I :'I� = == ------------ - - -�!I } D.B. 881 _ 77 T - - - - -- - --1 l- , g.� ` T J r D. 8 III (mn z " TIE T } III W o 0 w o EXISTING 1. III F I - mU_ NN w III w � ¢ M CURB ® X ; III z + 9� GUTTER } III Ll1 ° z 111 Ln co U_ 0 o rn o r- o o n 00 Z } N r7 N r-i r") I III Q x " (D �. III UwC� w V) w -- } II i I.J �� � � ��4 5 t M� ram=r _ �- dray II �(- - -1T1— -- - - - - -- 111 �� --------------- __ — ==1� ��� STOP— ���tt�$ II { III SIGN 35,P , 4 ' III CG6 25'P .. �r II F II II I p II III j; :: 11 II _= _= __� _— _____— _- _ - - - - -- II III II = -- ___� _____= = �= _� II 111 II II 1� IPS / 5 8' III II II II II III II II REBAR CONNECT TO III ` %% III II II III I EXISTING CURB E III _ III II II III I GUTTER III III ��=: II II III I 1 REFER TO SHEET uC33 III II 1200' SIGHT I FOR SIGHT DISTANCE (DISTANCE III I LINE PROFILE II II I III III II (LINE I II II II III II ' >> II I _= _= _== _== = == =JJ �_--- - - - - -- _ III r - -- ------- - - - - -- .; III �I II ----- - - = =-� _ 11 G II L-1 L- __----------- ----------- - - - - -- C1 (�I FATE AINLINK FENCE E i (RE:ARCH)_ --STOF SIGN r - 4" DOUBLE YELLOW LINES AT 12" ON CENTER? 149.86' TIE S 89 °56'19" E SWDL 14" I it PROJECT AREA L_� TOTAL GUIDE _= TOTAL - 12.17 AC TOTAL GRASSED AREA RAIL LIGHT POLE HC SIZE REQ' D 10 NC SIZE PROV. 9' X 18' 8' X 18' (RE :ARCH) 0 CONCRETE PAVEMENT - HEAVY DUTY ASPHALT REQUIRED ROAD WIDENING CG6 14,269 VEMPLOYEE + 2 /SERVICE STALL 62 1238 ERVICEOSTALLS) 62 ACCESSIBLE SPACE REQUIREMENTS TOTAL SPACE5= 24 REQUIRED 11 PROVIDED - 1 3/51 -75 SPACES +_3 (I VAN) 3 (1 VAN) �rT- 49'W JALL -' IPS 5/8" r - 4" DOUBLE YELLOW LINES AT 12" ON CENTER? 149.86' TIE S 89 °56'19" E SWDL 14" I it PROJECT AREA L_� TOTAL DISTURBED AREA _= IPF 1 /2" GHT POLE C;G _ . STOP RELOCATED SIGN BMW SIGN �- RELOCATED -� LIGHT POLES III I - -30' SE K LINE — - - -- — - - - - -- - - - - - -- II - - -- -I VARIABLE WIDTH JOINT INGRESS /EGRESS � EASEMENT (nn l I I I I I IBM 24' J (RE :ARCH �'i 1 CG6_�7 RETAINING WALL EXISTING EMPLOYEE GUIDE E SERVICE RAIL PARKING IPF 1/2" REBAR 5' CONCRETE SIDEWALK EMPLOYEE E SERVICE PARKING RETAINING WALL -GUIDE RAIL PER VDOT STD DETAIL GP-2,2A (TYP ) -4' HIGH ORNAMENTAL PICKET FENCE REBAR a, PROVIDE ORNAMENTAL , L FENCE PICKET FENCE ONO TOP OF RETAINING WALL j o, NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT CANDLE, NOTE: VDOT HAS VERIFIED IN THE FIELD THAT ROUTE 250 ENTRANCE HAS SUFFICIENT SIGHT DISTANCE IN BOTH DIRECTIONS. - 0 I II %�Illmffii` CONNECT TO EXISTING CURB \ \\\ GUTTER k EXIST: G �_______� -�= \ \ \\ p• (( II CUST ME PARKI G III PARCEL 0 00 00 01500 III 3 L # 078N 0 F Ill III ASTAR ASB VA2 LLC III III — D.B. 2793 -81 III - III I� ZONING: HIGHWAY COMMERCIAL III III I �' (( = 1.769 AC III III III III I" III i° "'A" III III `° co III � II I III i o �11 I I III � I - f7o III I �4' NIGHT EXISTING EMPLOYEE III ORNAMENTAL E SERVICE PARKING PICKET FENCE III IPF 2" REBAR r-x X -X -X -X -X X - -X - -X - X -X -, -X - X -X -X- t N 89'54'54" E 275.23' TIE CONNECT TO EXISTNG CURB � GUTTER TOTAL PROJECT AREA 3.607 AC TOTAL DISTURBED AREA 2.8 AC TOTAL IMPERVIOUS AREA 12.17 AC TOTAL GRASSED AREA 10.63 AC NOTE EQUIPMENT SHALL NOT BE VISIBLE FROM EC. PARCEL# 07800 00 00 015CO N /F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1240 -287 ZONING: HIGHWAY COMMERCIAL LEGEND PREVIOUSLY APPROVED DISPLAY LaK� PARKING AREA. WITH THIS PLAN, APPROVED DISPLAY PARKING AREA IS LIMITED TO ON -SITE PAVED AREAS WITHIN THE PREVIOUSLY APPROVED AREA. Notes: I, All dimensions, unless otherwise noted, are to face of curb, face of building, or centerline of parking bay. 2. Unless otherwise noted, pavement shall be standard duty asphalt. 3. All handicap spaces are to receive a handicap sign and a handicap symbol painted on the asphalt. Stall(s) adjacent to the eight (8') foot striped aisles are to receive a "Van Accessible" sign in addition to the above. 4. The contractor shall refer to the architectural plans for exact locations and dimensions of the porches, ramps, precise building dimensions, and exact utility entrance points. 5. Stop signs shall meet the criteria of the Virginia Department of Transportation and Manual on Uniform Traffic Control Devices. j QO° SITE �o sa 00 �, .\ p,�E•ba LOCATION MAP (NTS) lL.WAY,19 CATIAIL BEVOV.B, YOU EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. PAINT STRIPING LEGEND SWDL /4" - SINGLE WHITE DASHED LINE / 4" LEGEND EXISTING PROPOSED DESCRIPTION MAGISTERIAL DISTRICT RIVANNA HANDICAP PARKING SPACE - - - - CONCRETE CURB E GUTTER ._._ SIGN 20 PARKING SPACES PER ROW -� LIGHT POLE HC SIZE REQ' D CONCRETE PAVEMENT NC SIZE PROV. 9' X 18' 8' X 18' (RE :ARCH) 0 CONCRETE PAVEMENT GFA(S.F.)1 HEAVY DUTY ASPHALT REQUIRED ROAD WIDENING SITE DATA ZONING: HIGHWAY COMMERCIAL PROPOSED USE: AUTOMOBILE SERVICE STATION EMPLOYEE PARKING AREA (1.838 AC) MAGISTERIAL DISTRICT RIVANNA WATERSHED: UPPER RIVANNA RIVER TAX MAP: 07800 PARCEL NO.: 0 -15B1 (0.791 AC), 0 -15BO (1.047 AC), 0 -1500 (1.769 AC) BUILDING SETBACKS: FROM PUBLIC ROW -30', SIDE -N /A, REAR -N /A MAXIMUM ALLOWED BUILDING HEIGHT: 35'1 HEIGHT PROVIDED: 32' 10" EXISTING USE: PARCEL 0 -1531- VACANT, PARCEL 0 -15BO- VACANT OPEN SPACE: 0.77 AC (21.35 %) PARKING DATA TYP. _ SIZE PEG' D HC SIZE REQ' D TYP SIZE PP V. NC SIZE PROV. 9' X 18' 8' X 18' 9' X 18' 8' X 18' GFA(S.F.)1 REQUIREMENT REQUIRED I PROVIDED BMW SERVICE CENTER 14,269 VEMPLOYEE + 2 /SERVICE STALL 62 1238 ERVICEOSTALLS) 62 ACCESSIBLE SPACE REQUIREMENTS TOTAL SPACE5= REQUIREMENT REQUIRED 11 PROVIDED n 62 1 3/51 -75 SPACES +_3 (I VAN) 3 (1 VAN) SITE PLAN 0 30 60 SCALE I" - 30' REVISIONS I �lYl 760 L > in �Q orn$ V oU I a co C > CID N X v- �, o1\ Q o W W W a U_ c✓ L .� •4C. ,Y, � o Q �' 7- � " 0 y1, V z_ 0 _J D CD J Q d 0 > Z C� W °w Q Llj- q :5 M W > �Q�� z � �- >�-4,� 0 OW�w Q ��D0 U I-- —1 O W Q z DI% DC a a Q Q Q n Z )--o _J Q Q ^W, I__IL DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET OF 33 SHEETS III / \1II ~ El ONE -WAY/ ISLAND SIGN ONE -WAY ONE -WAY WRONG W - SIGN §I f_ NO PITAL /AIRPORT II NIGNV`!A'f _SIGN— — — — — — — — — — — — — — — -- — — — — — — — — - - -- — — — — — — — — — — — — — — — — — — J — r ROUTE 250 - RICHMOND ROAD (9 0) R / W)- IPF REBAR 8 172.42' POINT OF — -- --------- - - - - -- REFERENCE S 89°56'24" E - - - -- ----------- - - - -- I II I 1111 1 Ire D/0 III II II II II III :' II II I REBAR II , v III •: II II III I III III '� III i II I III II p III � — III I III III II _=== _== = = = = =� - -� = -==== -= -== --=== = = = =�J III III II f1;1{If,�:r III I °°-- - - - - -- -------------------- '--' I II III I II III IPS 5/8" RFRAR 149.86' TIE S 89 °56'19" E CK LINE III L� °° InC 1 /' 11 I I II I ----------------------------- Iu I III III III III III I ---HI 11�- I—� III III III I II III III III I ,� 1J ► �� J� III I II I i Ill III I --� III I III PARCEL# 07800 00 00 01500 III LLLL I — t -�;u N/F _ — ASTAR ASB VA2 LLC III III ho — D.B. 2793 -81 III I ZONING: N HIGHWAYCOMMERCIAL III III I 1.769 AC III III III I� I III III III I III "'A" II I III 3 III III I°' III I o �1� 3 III III I co ��— l� III I III I III � III I IPF 1/2" REBAR N 89'54'54" E 275.23 TIE x— x- x- x -x -x- PARCEL# 07800 00 00 015CO N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1 240 -287 ZONING: HIGHWAY COMMERCIAL LINE TABLE LINE LENGTHI BEARING LI 20.08' 1 N 89-48'51" E CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA CI 25.00' 20.06' 10.61' 19.53' N 20'07'52" E 45 °58' 36" NOTE: BOUNDARY AND TOPOGRAPHY INFORMATION OBTAINED FROM SURVEY BY FREELAND AND ASSOCIATES, INC. DATED II -9 -07. SITE PO O 401 t P{E 6A TNSE LOCATION MAP (NTS) .s, .BEFORE YOU DTG ISLAND DETAILS 5'R - -3 R 1 2.5'R 4.6' 2.5'R 2 18' 34,8' 18' 5'R 3,R 10'R 9.93' 13 ' .63 3' R 10'R 10 R 13' 36' 4' 3'R 10.4' 13' 2 R 10'R 101R 4'R 18' 18' 0 4.2' 3'Q- ---- 3' R 11.9' 10.6' 10' p%vs ncuNivK utii�ry�es M�tl�Cawm "w'�nwmawc �� � ��• • EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. LAYOUT PLAN 0 30 60 f2EVISIONS I F3Y U z Q � O LL > p O Q qO 7 O d' co C (f) \,D 3: c0 x N �0 Z Q pj U W W W a U- ri NA 00 cn Q 9'y O 04 V z D —j U D J I M Q Qo > z� LU 0 3: U W Q �w ; 0 co m W > 1� Cl� Cl) z z Lu �,� 3: ;a � O ~ o'� W Dc 0 z>wAz U� _j °p: �- Q Q Q n Z )-O U m" _j Q Q W D[ DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET c 5 OF 33 SHEETS Xx I x x° 50' MAX, SPACING SETNSEN EXPANSION JOINTS VARIABLE WIDTH 1/2• PNSIO D TOOLED C u EXPANSION N J OINT x x x x x F x V4T? X x x> x w r i x x x xX xx x xix v vc xxxx ,xx x.Xxx'xx xxx xXx xx 6LLDNC` PAD EXPANSION JOINTS OGr2 xD xX Xx xXx xG x xp x x xx x x xxxx x0 x xx x x X x x a %o „o -o o xd x x 0 o X X 0 0 0 0 oxx ax x 4• CONCRETE 3000 PSI STRENGTH AT 28 DAYS OR STRONGER ,V STOW BASE SIZE NO. 216 TYPICAL SECTION CONCRETE SIDEWALK STANDARDS (Krsa Z' R p d.. V4 p b b A A A A • D p • D • p • THIS THE OF O'NTRACTOt TYPICAL THICKENED EDGE AT PARKING LOT NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2" CONCRETE TO BE CLASS A3 E CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMON(ATION CURB i GUTTER HAVMIO A RA IDS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STAKIZED OPEN - GRADED DRAINAGE LAYER.THE BOTTOM OF THE CLOD TSi ap*� S AtA PARALLEL SS B AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DES" SPEED AS SHOWN W APPENDIX A OF THE VOOT ROAD DESIGN MANUAL. 0. b D T THE BOTTOM OF THE CURS AND GUTTER Y T CPED AR&LEL O t SLOPE OF SUBBASE COURSES PROVIDED A MNMW DEPTH OF 7" $5 MAiNTAMIED, F"� COMBINATION 6" CURB & GUTTER VIRG"A DEPARTMENT OF TRANSPORTATION CONC. 8' SCH. 40 STEEL PIPE FILLED WITH CONCRETE O ONE WRAP OF U30 ROOFING FELT IIII= _�XIIII- b BASE III x 1'-6' DIA• CONC, ' x in FOOTING > 'x IIII- 1 IIII PIPE BOLLAQD (N.T.S.) PAVEMENT THICKNESS VARIES (SEE PLAN) 4.75' I TO NOTE, ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE, T�,IAFFIC FLOW A�DPOW N.T.S. -d V• Brad 201.03 -5/8" REBAR 12" O/C - 4 REQ' D 12" —12"-- 12 "� a 4' .. a S. 4 a d v . 4 24" ► I 24" 24" 5/8" REBAR 24" O/C - 2 REQ' D (DRIVE REBAR I" MIN. BELOW TOP SURFACE) CONCP.,)ETE WHEEL STOP (6'L x 8 "W x 6 "H) N.T.S. 6" CONCRETE 3000 PSI STRENGTH AT 28 DAYS OR STRONGER, REINFORCED WITH A MINIMUM GRID OF WIRE REINFORCING OR U4 BARS AT 12" ON CENTER � 7 �'V` li� ��� �l� �� �$ � � 4" STONE BASE SIZE NO. 21B TYPICAL SECTION DUMPSTER PAD PAVEMENT DETAIL w.TSa PAVEMENT SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE CLRRENT EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, ASPHALT CONCRETE PRIME COAT TYPE SM -9,5D =IIII = IIII =IIII IIII = AGGREGATE BASE MATERIAL _1111 -1111 _ _IIII -III - SIZE NO. 218 = 1111 -n11= IIII- ull- 1111_ull= = 1111 =1111= 1111= IIII�I =1111- COMPACTED SUBGRADE STANDARD DUTY ASPHALT PAVEMENT ASPHALT CONCRETE PRIME COAT —\ TYPE SM -9.5D (V (N. T. S.) ASPHALT CONCRETE BASE COURSE TYPE BM 25A AGGREGATE BASE MATERIAL SIZE NO. 216 IIII -IIII = IIII -IIII -IIII- COMPACTED SUBGRADE HEAVY DUTY ASPHALT PAVEMENT (N. T. S.) PAVEMENT DESIGN SHOWN IS FOR BID PURPOSES ONLY AND DOES NOT REFLECT ACTUAL DESIGN BY GEOTECHNICAL ENGINEER. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR ACTUAL PAVEMENT DESIGN. FREELAND AND KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVENESS OF THE PAVEMENT DESIGN AND ACCEPTS NO LIABILITY FOR SAID DESIGN, (FOR ON-SrM PAVEMENT) ROADWAY GRAS IN PERCENT MNIidUM RAMP LENGTH IN FEET ° x4 X X A xxX X x X ° N a" CURB x x x A XX AX X xxxx °x ° x ° xx°X' S ax 4x 4 =,III° IIII -1111 =nll= IIII -IIII _IIII =111- =1111 =1111 =IIII= IIII =IIII =1111= (N. T. S.) ASPHALT CONCRETE BASE COURSE TYPE BM 25A AGGREGATE BASE MATERIAL SIZE NO. 216 IIII -IIII = IIII -IIII -IIII- COMPACTED SUBGRADE HEAVY DUTY ASPHALT PAVEMENT (N. T. S.) PAVEMENT DESIGN SHOWN IS FOR BID PURPOSES ONLY AND DOES NOT REFLECT ACTUAL DESIGN BY GEOTECHNICAL ENGINEER. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR ACTUAL PAVEMENT DESIGN. FREELAND AND KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVENESS OF THE PAVEMENT DESIGN AND ACCEPTS NO LIABILITY FOR SAID DESIGN, (FOR ON-SrM PAVEMENT) CONCRETE 3000 PSI STRENGTH AT 28 DAYS OR STRONGER _STONE BASE SIZE NO. 21B n n n ///A\\�� \\� n — COMPACTED SUBGRADE NEW C0NCf2ETE PAVEMENT PAVEMENT DESIGN SHOWN IS FOR BID PURPOSES ONLY AND DOES NOT REFLECT ACTUAL DESIGN BY GEOTECPNICAL ENGINEER. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR ACTUAL PAVEMENT DESIGN. FREELAND AND KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVENESS OF THE PAVEMENT DESIGN AND ACCEPTS NO LIABILITY FOR SAID DESIGN. �o ncou ALT CONCRETE SM -9.5D ASPHALT CONCRETE BASE COURSE TYPE BM 25A AGGREGATE BASE MATERIAL SIZE NO, 218 COMPACTED SUBGRADE QOUTE 250 PAVEMENT SECTION PAVEMENT DESIGN SHOWN IS PROVIDED BY VDOT FREELAND AND KAUFFMAN, INC, DOES NOT WARRANT THE EFFECTIVENESS OF THE PAVEMENT DESIGN AND ACCEPTS NO LIABILITY FOR SAID DESIGN. NOTE: ALL MATERIALS AND CONSTRUCTION METHODS FOR PAVEMENT SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF VDOT. 4'5 DOWELS. B" LOBO PERAAISSIEiLE AT 12" c "C TRUGTiON S" MIN: JOINT t25 MAX — 12:1 MAX RAMP (SEE TABLE) -- TRUNCATED DOMES A SEE SHEET 10F 4 FOR DETAILS O" MN SHAPE TO MATCH FACE OF ROADWAY CURS BACK OF CURS 4 20 :1 F2 MIN• SECTION A-'A ER.MS SHILE CDNSTAUCTION aDINr ,. ,. . � � SECTION B_B !S(?TE+ FOR GlENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4" _,...�,_,"..�..�.TYPE B PARALLEL APPLICATION ROADWAY GRAS IN PERCENT MNIidUM RAMP LENGTH IN FEET a d. a" CURB d 4 4 d O d 1 0 ® 4 s ° ° d . 4 3 _ d A ____ . 9 D D D D D D 8 D .D D D 6" ffr D Dp D D D 15 D D D 14 D _ CONCRETE 3000 PSI STRENGTH AT 28 DAYS OR STRONGER _STONE BASE SIZE NO. 21B n n n ///A\\�� \\� n — COMPACTED SUBGRADE NEW C0NCf2ETE PAVEMENT PAVEMENT DESIGN SHOWN IS FOR BID PURPOSES ONLY AND DOES NOT REFLECT ACTUAL DESIGN BY GEOTECPNICAL ENGINEER. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR ACTUAL PAVEMENT DESIGN. FREELAND AND KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVENESS OF THE PAVEMENT DESIGN AND ACCEPTS NO LIABILITY FOR SAID DESIGN. �o ncou ALT CONCRETE SM -9.5D ASPHALT CONCRETE BASE COURSE TYPE BM 25A AGGREGATE BASE MATERIAL SIZE NO, 218 COMPACTED SUBGRADE QOUTE 250 PAVEMENT SECTION PAVEMENT DESIGN SHOWN IS PROVIDED BY VDOT FREELAND AND KAUFFMAN, INC, DOES NOT WARRANT THE EFFECTIVENESS OF THE PAVEMENT DESIGN AND ACCEPTS NO LIABILITY FOR SAID DESIGN. NOTE: ALL MATERIALS AND CONSTRUCTION METHODS FOR PAVEMENT SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF VDOT. 4'5 DOWELS. B" LOBO PERAAISSIEiLE AT 12" c "C TRUGTiON S" MIN: JOINT t25 MAX — 12:1 MAX RAMP (SEE TABLE) -- TRUNCATED DOMES A SEE SHEET 10F 4 FOR DETAILS O" MN SHAPE TO MATCH FACE OF ROADWAY CURS BACK OF CURS 4 20 :1 F2 MIN• SECTION A-'A ER.MS SHILE CDNSTAUCTION aDINr ,. ,. . � � SECTION B_B !S(?TE+ FOR GlENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4" _,...�,_,"..�..�.TYPE B PARALLEL APPLICATION ROADWAY GRAS IN PERCENT MNIidUM RAMP LENGTH IN FEET 4" CURB a" CURB O 4 8 1 0 ® 2 s a 3 e 9 4 _ 8 12 6" 10 15 B 14 15 EDGE OF PAVEMENT OF FACE OF CURB 10" l� V Q LIL Z 2 W Q a WO Q W NOTE e I, WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 38 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE WHITE. STOP BAP N.T.S. t y 4■ n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE! THE REQUIRED LENGTH OF A PARALLEL RAMP IS LUTED TO 15 FEET. REGARDLESS OF THE SLOPE. E E 3 OF 4 CG -12 DETECTABLE WARNING SURFACE $02 TYPE B (PARALLEL) APPLICATION REV. z /fly VIAGINIA DEPARTMENT OF TRANSPORTATKM 2OS•OB CONCRETE SIDEWALK ADA PKG SIGN ONE PER SPACE '__ WHEELSTOP NOTE, THIS DETAIL IS TO ILLUSTRATE THE MAJOR COMPONENTS REQUIRED FOR ADA PARKING, REFER TO THE SITE PLAN FOR THE ACTUAL LAYOUT AND NUMBER OF SPACES TO BE PROVIDED. Z) ADA PAPKING 1 24 x 24 3" GAL V. STEEL POLE I.O. ICI— ICI— ICI —�I ° III — III — III —III II —I - =11I p EEI 11= o :III III- II —I 11111111111 o 1 111= IF 0 4 — III —I I 11 ill =III__ 1= _� I I -1 11 =1 11 =1 11 =1 11 =1 I I I • t -III ;,III_ „III I I II II I I�; to 0 STOP SIGN RESERVED WHITE REFLECTIVE PARKING PAINT THIS SIGN TYPICAL AT---w- 27 -8 0 ® SPACES H C \ �.O ALL VAN ACCESSIBLE 12” X 6" X CCESSIBL OF PARKING SPACE I PENALTY SIGN WITH WORDING AS REQUIRED 12" X 5 512' SEE PLAN 10" l� V Q LIL Z 2 W Q a WO Q W NOTE e I, WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 38 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE WHITE. STOP BAP N.T.S. t y 4■ n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE! THE REQUIRED LENGTH OF A PARALLEL RAMP IS LUTED TO 15 FEET. REGARDLESS OF THE SLOPE. E E 3 OF 4 CG -12 DETECTABLE WARNING SURFACE $02 TYPE B (PARALLEL) APPLICATION REV. z /fly VIAGINIA DEPARTMENT OF TRANSPORTATKM 2OS•OB CONCRETE SIDEWALK ADA PKG SIGN ONE PER SPACE '__ WHEELSTOP NOTE, THIS DETAIL IS TO ILLUSTRATE THE MAJOR COMPONENTS REQUIRED FOR ADA PARKING, REFER TO THE SITE PLAN FOR THE ACTUAL LAYOUT AND NUMBER OF SPACES TO BE PROVIDED. Z) ADA PAPKING 1 24 x 24 3" GAL V. STEEL POLE I.O. ICI— ICI— ICI —�I ° III — III — III —III II —I - =11I p EEI 11= o :III III- II —I 11111111111 o 1 111= IF 0 4 — III —I I 11 ill =III__ 1= _� I I -1 11 =1 11 =1 11 =1 11 =1 I I I • t -III ;,III_ „III I I II II I I�; to 0 STOP SIGN SURFACE y 4 y 3500 P.C. CONCRETE . ' 414 o /' //' 4 4° a 3" O 4 4' 4 a (V ACCESSIBLE PACKING SIGN 6 "R RESERVED WHITE REFLECTIVE PARKING PAINT THIS SIGN TYPICAL AT---w- 27 -8 ALL ACCESSIBLE PARKING ® SPACES H THIS SIGN TYPICAL AT �.O ALL VAN ACCESSIBLE 12” X 6" PARKING SPACES CCESSIBL OF PARKING SPACE I PENALTY SIGN WITH WORDING AS REQUIRED 12" X 9" BY STATE OR LOCAL LAW "U "- CHANNEL POST (2- lbs. /ft.) W a Q 2" GALVANIZED, CAPPED POST, PAINTED BLACK, CORED c� INTO PLACE SLOPE TO OF CONCRETE GROUND /PAVING SURFACE y 4 y 3500 P.C. CONCRETE . ' 414 o /' //' 4 4° a 3" O 4 4' 4 a (V ACCESSIBLE PACKING SIGN 6 "R WHITE REFLECTIVE PAINT Q iv 5' I O O .1 �.O OF PARKING SPACE I INTERNATIONAL HANDICAP SYMBOL (N.T.S.) SITE DETAILS 7)E VISIONS 1-3Y U z Q �°' o G ` `j rn c N u N �f"? 'El o 0' qp Q O I cc c) (c Au(n�° C 3: co x ai v-- U\ o Z cl) Q QD J W W ^W, 1__IL u— CU � �9�, :x 'n ¢ 4 � z D ° (j �., O 0� tA V _z Q J in Q , o > —I LU 0 U ui Q > �,� __j U O CO m W > 0 0131 z u < �,' 43: �-- Lw,__ O Z 01 2 U -j 0��� Q Q Q Z �O U mM � Q Q W ry DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET OF 33 SHEETS RAIL BEHIND POST AND ATTACH WITH W' BOLT 12.5 C.CR FLATTER TO DITCH LINE EDGE OF GRADED SHOULDER EDGE OF SHOULDER _ P SPACING OF DITCH SLOPE EDGE OF TRAVEL mNE-r ' EDGE OF TRAM mNE-r PLAN W-BEAM RAIL HEIGHT CONSTANT RELATIVE TO ROADWAY JAPER W-BEAM RAIL TO END ANCHORAGE NOTES: ELEVATION TOE OF D-II-0 1. A SECOND RAIL IS RECIO. WHERE THE DISTANCE BETWEEN DITCH THE GROUND AND BOTTOM OF THE TOP RAIL EXCEEDS SLOPE SEE END AWJ40RACE W' (UP TO THE PONT WHERE THE RAIL CROSSES THE DETAAL A SHEET 501.10 DITCH LINE). THE DOUBLE RAIL WLL EXTEND TO POST *4. n. MAXIMUM DISTANCE BETWEEN BOTTOM OF THE LOWER W-SCAM RAIL AND GROUND LINE IS 18". WHEN DOUBLE STANDARD VGX8.5 STEEL OR 04'0 ROOMOTH W-BEAM RAILS TO MAINTAIN 6X8XI41 I.G. &X8 WOOD POST THE 10 rR THE GROUW, ATTACH LOWER BLOCKOUT AR & nxn�w,W'BOLT POST 01 (8'-0' OFFSET). J" BETWEEN -. RAILSt ATTACH LOWER LOWER W-BEAM RAILS AM REQUIRED. FROM THE ".4 UE0110AW OF THE LONIER PAL THIOUGH MT *;$. WK OF POST - - THE RUN-ON END OF DIVIDED HIGHWAYS (LEFT NO RIGHT 0. OF TRAFFIC) AND AT THE r4JN-ON AND RUM-OIFF ENDS ON 6. ALL °um � o� vww�s 01 AMOCK / i ' -'---' mr m"k THE POST xw�wr�Lmmwx nw LAST �Yo���pw�wmw� we~w* �-�E�.EXCEPT / / r.Fm SECTIONS o*mc*'�m�mxwu°�wmEoowus �z�acTaoL*. � ���� ���� �urwuEDwm�-�Sh�ln������0wEw�����- '�-- SECTION ArA SECTION B-8 w.p THE &#DMOPE mw MAY BE ^wmmmD PER SOLO m*m, CUT 04STALLwmw oEr^u m. /SHUT 1m,u SEE END C SHEET 501,10 �� �MIN, -DISTANCE FROM TOP OF GUARD RAIL TO 15OT70M OF DITCH SHOULD NErV EXCEED 2. 45 2 + Lia SECTION C-C TERMINAL TREATMENT FOR W BEAM GUARDRAIL REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 STEEL POS HOOPS T STEEL POST MI. I DETAIL DRILLED THRU I' DIA HOLES W-BEAM Am DRILLED THRU TE WITH 7V4" ATTACHED TO H E DETAIL D- WITH a�x DOLT SEE NOTE I TXC L G. 7%" IN POST FLAME. COl"CTOR AND !tRU IN T' DIA HOLE DRILLED THRU T� b, iiUT BIOL AM (CONCRETE) END ANCHORAOE WASH. I END MOORAGE (Mr) 14- SEZ-� W_9EAM TERMINAL TERMINAIL GUAROR#L W BEAM ROM CUT __J I S ANCHOR CONNECIOR THREADED ANCHOR W0S ETHER MECK4#W& OR SET IN 4- EPDXY ADHESIVE (1&' LENGTH L I-, HOLE FOR HAM ROCK OR I'LEOMH 141. FOR SHALE OR OrHIER SOFT WASHERS TO AS 1) TALED, ROCK FOWATIONS). ASH THICK SOLID ROCK CUT INSTALLATION HARDWARE SO�RE WASHER t 2- orAl ONLY IF PLATE /4-1 TO POST. DETAIL D n�THICK STEEL PLATE NOTEI STEEL PLATE MAY BE WELDED OR BOLTED P �Tj IF PLATE IS SOL TIED TO POST USE HOLES IN PLATE OR IN POST FLA PL% 6 WELDED TO POST DO NOT � | «' MAY K wxo IN PLACE or STEEL POST AT 81-01, OFFSET. rumura I RECTANQUILAR HOLE IS TO BE PROVIDED THROUGH THE PAVED DITCH FOR PLACEMENT Of GUARDRAIL. POST. AFTER POST INSTALLATION HOLE IS TO BE FILLED WITH MORTAR GIROUT AT THE SAME TNCKNESS AS THE � PAVED WCH TOE OF DITCH SLOPE PAVED DITCH DETAIL LONG OCKOUT _-We mmo STEEL POST nnox8 WOOD POST TO SECTION E -E SECTION D-D TERMINAL TREATMENT FOR W BEM GUAvDRAL VFW" DEPARTMENT OF 7RANmPORwmON ^n | \ A -1 AX STREET APPROACH SAME SURFACING m^wvS TO BE AS | l C AS MAINLINE ROADWAY (SEE NOTE 5) SHOWN ON PLANS) (RADIUS TO BE AS [ON SHOWN ON PLANS: N1,R A M US To BENAI SIDEWALK 1 MCC NOTE 2) OPTION& t6 FLOW LINE EXPAN=4N MNT NOTE, WIDTH IWI 2'-(r OR AS MAIII&INE ROADWAY SHOWN ON TYPICAL SECTION. A-J PLAN VIEW GENERAL NOTES I. WHEN CG-IIIS USED FOR STREET CONNECT01S.THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WrTH OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REOUREMENTS, 2. WHEN THE ENTRANCE RADIII CANNOT ACCOMMODATE THE TRAFFIC 1.1111DEPTH FOR SIDEWALK & CURB RAMPS WITHIN tHE LIMITS OF THE RADISHOULD BE. INCREASED TO 7", 3. WHEN USED IN CONJUNCYM WITH STANDARD 00-3 OR CG-7 'THE CURB FACE ON THIS STA40AM s To BE AUJUiTED TO MATCH THE MOUNTABLE CURB ANT COWMARATION, MAINLINE ROADWAY SLOPE 10* PARABOLIC CURVE AL FL LINE LO :!�17W ex D SLOPE C�HANGE eww./ COMMERCIAL ENTRANCE M CONSTRUCT GRADE CHANGES WITH ^PARwBOu oURVE� SECTION /4 ~ A 412t a 1, 1 to __ .� CLASS A.3 117 CONCRETE SECTION C-O *. RAW DESIGN TO BE USED WITH THIS STANDARD, 5�opno=� FLOWUNE PORT)ON OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES n. PLANS ARE TO INDICATE WHEN CONSTRUCTION Of AruW LINE IS RE"ECI TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, r. o ,a CC Pr FOR MAINLINE PAVEMENT WHI04 CAN BE MWIN THE ENTRANCE,) o. RADIAL CURB OR COMBINATION CURB MID GUTTER SHALL NOT BE CONST"YED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES I'D* ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRACE CHANGE DESIRABLE I MAXIMUM HIGH I MORE THAN 1500 M OX 1 3X SHOWN IN I LOW LESS THAN 500 VPO :96X I BX NOTL: ALLOWABLE ENTRANCE GRADE TABLE 15 NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION REFERENCE METHOD OF TREATMENT- CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV 9/07 VIRGINIA DEPARTMENT OF TRANSPORTATION P2=6364 " � � w � wHIEwnT ToLeRANICE��� QR-2A GR_2 POST mpACMm MAX o,mwwm DEFLECTION ^ 2' MAX O`/NMI DEFLECTION ' 3' y4" INA HOLE 5u HOLES CRT POST wmTco GUARDRAIL LOCATIONS Oft:PLANS ME APPROXIMATE ONLY AM CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENCINEM FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT, *-BEAM 13ACK-UP PLATE, AM ASSOCIA16 HARDWARE SEE sPEET NOS, 501.01 AND 5002. RAIL ELEMENTS ARE FtMISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AM 150 FEET. AILL GUARDRAIL POSTS $HALL BE SET PLUMB. POPT SHALL CRIA RE IP.Ag�t" FROM NOT BE SET A BE AM ALIGNED SECTION 505 Of THE SPIECtiQATION5. TERZON OR FORCE.AS PER ALL OR-2 AND C J-2A.�AJL.,'SIALL BE MANTAKO AT Al HEIGHT Of 2' W, TOLERANCE BASED OFF THE IFIINISHED GRADE TERILINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE, ALL W-KAM RAILS $HALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. SHEET t OF 2 SPECIFICATION REFERENCE JL (STRONG POST SYSTEM) STANDARD BLOCKED-OUT W BEAM GUARDRA 505 VIRGINIA DEPARTMENT OF TRANSIPORTATION REV. 7/05 EILOCKOUT FOR CONCRETE POST POST MAY BE HOT RoLcEd dk WELM, TO BE CUT 0 FIT POST SHAPE W4" TO PREVENT BLOCKOUt FROM ROTATING SHOWN IN PARENTHESIS rm___�J ACCEPTABLE G"x 18'xt-2' TREATED �Xt RECYCLED MATEIM, BLOCK OR If 4� 1 ---j RECYCLED MATERIAL THAN TREATED PINE F POST BLOCK OR REPAIR ONLY RECYCLED MATERIAL TO BE _STMUPS TREATED PW LESS THAN ?-0" AWHOLES IIN POST LAPPED 10" BACK-UP BOLT BLOCK OR SPACNO CHAMFFR VARIES 5- PLATE RECYCLED AT NON MATERIAL P-0" TO 8'-0* STRONG SPECIFIC POST POST TOP 3��� TO V-0" C-C OF POST b I' SPLJCE W6$8.5 OR LOCATIONS LENGTH TO HE GUARDRAL -a- CHAMFER MAY BE W6xq ;WRIED BASED ON SOIL CONOI tIONS AT EXTEN DIED eNTIRE LENQTH OF POST AT STEEL OP El THE. SITE -P FABRICATOR. e(+ 4.1) GAL,VANVJW HOLES IN POSTS DETAIL A ALL CORKRS. ALL CONCRETE %Q LL BE CLASS A3. TO BE 74" DIA� Ll GUARDRAIL INSTALLATION SITES REQUIRING LONGER CONCRETE POST STEEL POST GUARDRAIL POSTS NOTM 1- ALL BOLTS NUTS WASHERS M OTH A T a Or WITH THE RESTRICTION THAT THE SAME TYPE Of vs, AND OLOCKOUr MUST BE USED 14 ANY W'48" BOLT BOLT . ..... ... 4' HOLE A YVI HOLE SINGLE RUN OF GIJARDRAIL FOR DETAILS OF GUARDRAIL ELEMENT SPLICE WED PINE BLOCK QALV. STEEL 100 TREATED BLOCK por JOINT HARDWARE ETC, SEE SHEET NOSiSO1.01 AND !Wt02. GALV, STEEL 100 OR COMMON NAL RECYCLED SEE NOTE S. YCLED COMMON NAIL Iq 4- THE WARDRAIL AND MEDIAN BARRIM BULLETIN NUMBER 268B MAY BE SUBSTITUTED POST TO BE GAINED IF INTERCHANGEABLE WITH THE STANDARDS FOR GUARDRAIL (OR) OR MEDIAN 8A%WR (NO) TO ACCEPT BLQCKOUT AND APMVED BY THE ENGINEER, SOL11HERN, PW b SOUTHIERN 5- DRIVE RAIL ON BOTH $IIDCS WITHIN 2" OF THE TOP OR BOTTOM OF SLOCKOUT AFTER %" x 18 BOLT IS INSTALLED. @STANDARD WASHER TO BE USED 0#4 LAST SO- Of RUN-OFF END ONLY UNLESS A STANDARD OR-11 W WOOD POST ROUND WOOD POST I SHEET 2 OF 2 STMDARD BLOCKED-OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 11111700" POST AND BLOCKOLIT DETAILS 221 50m 1 VIRGINIA DEPARTMENT OF TIRMSPORTATION 239 505 Albrmirk ALBEIVIARIX COUNTY FINAL PLAN GENEIW'N041S General Construction Notes 1. Prior N any construction within any existing. public d including connection to any existing road, xyomnk shall Lve obtained from tile NrW!nko Department *[ Transportation (V[0l}.This plan om drawn may not a"xratc|yvwHco/ the requirements n{ the permit. Where any discrepancies occur the requirements ufthc permit shall 0uwc,n. 2. /\Unmto1x|oand oona�wod*nmethodao6u||uonlbroaio current upw:�Owu�ionv�uJ standards nCVU{Yl wu|uuSodlerwi,onote4. 3. Erosion all([ siltation control measures shall be 11foVided in acccirdance with Out approved crosion control plan and ,;hall be illStal]Cd prior to any clearing, g,ajiqr, or offier construction. 4. All slopes and disturbed areas are 8o6e(�rtDizod,sowdeJ and mulched. 5. 1'bcmuaimom u]|mwmbles/oye is 2:1 (horizon k'|:vcgicu0. Where reasonably obtainable, lesser dopes o[3:/orbtiter are tmboachieved. 6. Paved, rip-rap or -stabilization mat lined ditch may b-c required when in lite opinion ofthe CuontyE//g/oeer,nrdx�;lgucc,itisdtomedoouvuooryinvrdcrtoatohil|zeadmbmAo channel, 7. All bo[DwQonkul signs shall xm/I8urm with the Vbg|oki IVItunuoJ for Uni0vrmTraffic Control Dev|mwv, 8. Unless otherwise uow4 all oou«m{ Pipe Shall br reinforced uovootc pipe - Class l[|. V. All cxcavation for unclergrOund pipe installation must comply with QSHA Standards for tile Construction Industry (29CPB Part lQ26). Cyeaeral Construction Notes for Streets (I'llis list ioio addition mtho General Construction Notes) 1. Construction inspection of all proposed roads- wd6iuthwJvvnlupue//tv/iUbeoadmbytbu Covuh,']ilw contractor must notify the Department o[Community Development (296- S832)48 hours |u advance oftile Sturt*{.cooatroWiun. I. Upon completion of line grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed ou the suk8rude soil, Three (3) copies ofthe test results mhw|\6xsubmitted to the County. lyuuuhg,ude soil C8wLuC{Oor greater iy not obtainable, u revised puvemcut design dmUte, made 6v the design engineer and submitted with the test results for approval. 3. Surface drainage atid 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 bcoxtcudcdtuu boundary ||ncoru natural `xaterCiDu,ow. 4. Quardrail locations arc approximate. Exact length, location and appropriate. end treatments will he field verified 'd the time v[ construction. Additional guardrail may be, required tit locations not shown when, in the Opinion o[WhcCouutylioAiucmr,ur designee, it is d*ernod necessary. When guardrail |s required, d shall ho installed four (4) /�otnffsoLfrom the edge A|6oum,|etuuo�y �31@ioc�iuu p|nal Plan G*oer'dNotey p^gu2*n �[povcm�n�tn�bo!�uwoyWu�ujmi|,uo�nm:d�avmhun(du�o/0xbmmho(kb�h\c�tmx�d|o seven (7) 5uoi. 5. Whcrc. Urban crosssections are installed, all residential driveway entrances shalt cotilbrin bn9D0TC0-9(A,BmQ. 6. Where rural cross sections 5re installed, all residential driveway entrances shall conform to Vl))f' standard PIE- |. 7. Compliance with the o`iuimmn pxYc|neutvvid/h^ shoulder width and ditch sections, as m the 8. Road plan approval lot subdivisions issUb ect to final subdivision plat validation. Should <h�Onu/p)a|�n\h�p '�c<o�p���p6o,tux|guiu�uod�cord�b^�t6cnappruvw}orthcsc plans shall hu mill and void, 9. All signs nro(herregulatory dovkzy shall conform with the Virginia Manual for Uni8uno Trxffio Control Devices and the Albemarle County Road Naming and Property Numbering Ord|oouoe4od Manual, |O. Traffic control *r other retpubkory signs or barricades shall boinstalled by the developer *hcn, ill (Ile opinion o[ihuCouoty Engineer, ondvs|gnuc, U hey are declined ncccssury in order tv provide safe and convenient access. \!. The speed limits top hw posted on speed limit signs art: 5oiub below the design speed, orits determined b y V[xJ|' for public. roads, 12. vD{7r standard CO- i orCD'2oroyx'd,a it's Under u,b*ix;(u||wd tinder the subbase niatcrial at all cut and, fill tiansilidus and giadc sag points as shuwn oil thc road profiles, �3. /\v��uc000uruiuopoodooiamqoin,d�ovJ|sWnnsewerxxndou|vedvtbz4�edeeueu inaccessible to VDOT or CQunty inspections. The video Inspoctiou shall be conducted ht acc,ordance with VD(fls video camera inspection procedure and with a VDOT or County inspector present. Ceneral construction notes foxFrosion anW�Wimmmt Controllmlans 1. Tho plan approving must bc notified one wu«k prior Uothe coo|�mu��one week prior cunmoucemextof/ooJJ�turWn� activity, and one week prior iuthe final inspection. 2. All CrOSiofl and StdiinCtli, control me'asurcs wi 11. be constructed and niaiwained according to mioknwcn standards mndxpeoiOuudvu,uf the Virginia Erosion and $wdhmeot Control Handbook and Virginia Regulations VR,6Z5'U%'00 Erosion and Sediment Control &ogolwtkmm. 3. All. erosion uo(]sediment c*o(»vlmcusuno- are tohe placed prior konras die first step In clearing. 4. A copy n[the approved cruxinuand sediment control plan shall be maintained oil the site at at times, -5. prior to cornmonciog land disturbing activities in areas other than ����0�n� (including, but not limited to, off-site borrow Or waste areas), the contrwtor shal|uUibrilda supplementary erosion control plan tnthe owner for review and approval by the p6m approving authority. HOT B �T�i� ��m�[ �&P (OPTIONAt., AT ACINTION& C0!3-T) JS 162. BETWEEN PO� _ _ STYLE ~~- ~- Mbenw,fe Cmu*y�migixmri1Iq Final Plan General Not,-s 6� '[h=tvuommm��x mrvpvo�NnKo hxu�u|�dun u�uny u�d]houai croaioo o*ntrnimcoowrox //eocssurymprevent un determined 6y the play) mpprovu& authority. 7. All disturbed nreusmrotw drain tu approved ytx|bmuot eo/t,u1memurwxnt all times during land disturbing activitiesand (itiring site development until final stabilization ia achieved. Q. During dcwatedo&optr tiuus, wmrr will bepompcd Into mnapproved D1*chu8dovicm 9. The contractor shall inspect all erosion ^uai,o\,weuxuvau periodically and after each runoff- producing cuiuhil|oveuLAoync*cwsarvr*pmirxoxo\oaooptomahnuiuNhocffccWveucs»o[ the moxino control devices ubuUbemuduim/ncdin!0y. 10, All fill material Mmhc taken ftouman approved, d*a` *aedhoxun*area, |}. All waste materials shall be taken to all approved waste area. Earth flit Aall be inert materials only, fiecof roots, slumps, wood, rubbish, and other debris, 12. Borrow mrw/uyhrmcmu tire ruhmrc:iu1m:d within 7 days oy-nmp|�6oup�rImdng Ordinance section 5.1.28, |]. All inert materials shall be. transported |n compliance with section 13-3olof the Code of' AlhIemod*. 14. Borrow, fill o, waste activity involving in8ustda!-�Ype power :quipnlcn! shall ho limited io the hours *r7:O0mn to) V,00pm. 15. Borrow, rill or waste uodv|1y shall b000ndoctedioa safe. manner than muio(a|ns|atuxa| Support, ur order ru minimize an y hazard mp"moos' physical Juma8etuadjacent land and improve mu tits, and doutwgvtm any lx/b|lxst/rmi because o slides, wiokiu��orcollapse. [h I6. edcvc|opersha|{zomervui8or(QhttoinokdLmuintoIu,uxunvxm,convert6opeonanent stormwater management raeilitfos where applicable all erosion control ineasures rcciaired ky this plan regardless of the sale o[uny lot, Unit, building or other portion uf the property. 17� |'empooary stabilization ahm/|bm temporary smcdio8 andmw|dJng. Seeding ioto6emL75 ibs/ucoc, and io the months (if Svptembw,tny6zuaoyhu consist u5D/5D mix or/\oouw| Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August tv consist o[ German Millet, Stwvv mulch ixtnbo applied u18U|hx/l00xf Alternatives are subject W approved by the County erosion contruiinspector. 18. Permanent stabilization shall be lirne and fertilizer, permanent seeding, an(] mulch. Agricultural graJc limestone shall be,applied u(9O|6s/10u0s[ incorporated into the top 4'6 buc6es"fyoii Fertilizer shall bc applied ot|000|6yo'acoy and cuouistvfa10'3O-)0nutrient mix. Permanent seeding shall 6e applied u{ i8Olbsiao/e and 000si�stv[95% K.eutucky21or Tall p*xcue and O-51% Perennial 8xmgraouor Kentucky Bluegrass, Straw mu|c6|a|ob�: applied at M06a/)VOuf, Alternatives are subject to approved by the Count), emmk`n control ivappc0mc 19. &io(xtcumnce: All measures are tobv inspected weekly and oher each rainfall. Any damage or clogging tuutruu,unztmcaoun:%|o*ohw repair {mm/ed/ate/y.Si|ttropsmctmheu|ewaed when 50%o[ die we( storage volume ia filled with ooJimcot. All seeded areas are Uobu reseeded when necessary ba achieve a good stand uygrasv. Silt fence and diversion dykes which are collecting Sediment tobu![(b6r height must bc cleaned and repaired immediately, 20^ All temporary erosion undsudment control measures are toh* removed within 3A days oy final site stabilization, when imasures are no longer needtd, subject to approval by the Couni), erosion control inspector. Mb,-Inark- Cowotx����� pi[10pmmu^^=mtwoua ��omunu co�m�mudomnw�u���r�*�r����er��xmm�amx�a��kuma I . All dams and constructed fill to be within 95% ot-maxinium dry density and 2% of optimum maistun*xonuao/ All fill material to6o appioved hy a geotech i | engineer. gvutechnical engineer is to be present during construction ofdams, 2-. Pipe and riser joints are to be WatLrtight with i it Stan nwater FrIanagerneml fhei lities. 3. For oyk�ppr ,y3oJiuico{tmp,o,6axhmx0c64rVu,bCcmour+cdu/pr/nmm`t2u(owoowauv oanagonneo,0cQities; conversion is not »o take place until the site ix stabilized. and permission has been obtained from the, Counly erosion control iii�pector. � tp C111 - �} � �� � °+~w u � ^ �� ��� � ��°^ `~. - ^ �� 1' � rod °*r 1 � w ~ ` � QE\/|S|ONS | E3Y C3 a UJ UJ pilA W C3 42 4 Lij 0I f4; CL UJ DQAVVN CAG DATE JUNE 29, 2011 SCALE NTS SHEET C 7 OF 33 SHEET$ FOCMKkL•J GOODWILL "' - OE - I UW jT - - -- UW -- -------' - -- - -- '*-, I I U TPED I I �- OF _ E OE OF - .DE TRAFFIC BOX - - "1 __ _ - CONC SIDEWALK 3 �- APPROXIMATE LOCATION OF 8" DIP - , eE OE OE _u -- mow = RELOCATE EXISTING OVERHEAD APPROXIMATE - - ELE�TgIl - LNE�CONTi2AC I UK TO LOCATION of - - - -'� COORDINATE WITH DOMINION GAS LINE - _ �r VIRGINIA POWER. r ROUTE 250 - RICHMOND ROAD DEALERSHIP -CE- - uw -- -- -OE J (90' R /W)- - _J _ - -- _ -- -- APPROXIMATE - - - - -- - -- - - ;�r' -- � -_ O - -- RELOCATE - EXISTING FIRE - -- - - _ _ LOCATION of 6" , EXISTING HYDRANT RELOCATE -- - -- -- 575't TO CAAA�T IF�O�GAS APPROXIMATE - -�i/ - -- -POLE -- - -- RELO - E%�ISTIN - \ RIVERBEND DRIVE LINE (90 PSI) LOCATION OF //� (��!/ 149.86' TIE _�_ 8" DIP_ _ _ _ _ _ _ r�i ,� S 89'56'19" E EXISTING ELECTRIC ---- wv -- ---- - - - - -- - -- POLE - - - - -- - _'QLE- - - - - -- UG UG UG I UG UG UG �Vl UG UW UG UW UG UW UG / / W UG UW -UW UG -UW UG UG UG UG - UG UG UG CONC SIDEWALK UW SITE 01 4eY�V E40 L- LOCATION MAP (NTS) III I `RELOCATED ELECTRIC POLE I I I I I I Ali Y%l&YE CAUL BEFORE "YCOU DTG :naekxJ•l.H01: ie pe�probuY u'hw� EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND III zo,=-) •- ..'.: v W { % .,; .y ,:_ ; PARCEL# 07800 00 00 01600 1 II II I Q 1 II I WD4 I �� N LL L III IE =393.5 I MN =14 3 N/F FOR FINES AND REPAIR COSTS. _ 44.E SMART DIGGING MEANS CALLING PANTOPS PARK LLC I I I I -j I--- 0 RELOCATE -- 3 PARCEL# 07800 00 00 01b05. 811 BEFORE EACH JOB. w II D.B. 3098 -198 W III O I -13' m4% SLOPE I - N F = - ZONING: W { !I -IE =394.0 EXISTING m ASTAR AS/B VA2 LLC I \\ WHETHER YOU ARE A II: rIGHBORHOOD MODEL DISTRICII II II I 0 COW IHOMEOWNER OR A � W III OVERHEAD 2�8 off\ �, • J � �-- Z Co ,� � D.B. 2793 -81 PROFESSIONAL EXCAVATOR, ON O O J WD3 ELECTRIC �I OVERRAN LUNIr`JG: \ W z 01 MH 14 /I FIRE DEPT• HIGHWAY COMMERCIAL CALL TO 811 GETS YOUR z U) KELE i _ z Z F W LINE - F 04.94 \ ARKED FOR FREE, Y LINES C. o -� '�r II :II I w 0 C) Ili oX 'I F 4 1 769 AC 1 I \\ \ UNDERGROUND UTILITY >> f `.:.:; ,; ! I I I I Q W 46' m4% SLOPE METER I �% III 11 o z z I I III U w C CROWN BMW WD4 ,I RELOCATE J GAS .. ' ' I I I II II I : _ RETAIL PARTS O METER BJILDING III p �_____________� ::;.: lIII I'. III w I MH =14 ) POLE III WALL I I I III LL I W SERVICE % %ll II II I I .1 m I it w IE- 391.66 I BUILDING 4.z I I I -�, I g III z w w ° 14:,SS CO IE= 390.38 14,269 SF _� 3 I I Ii Q - pr _/ Z co FFE 397,0 J FF 390.46 FF 390.50 - / Q . �- I I t.;. ,' j �� I S 32' m4% ,t O C� ( r o tSLOPE �� - arb- - - -- - BAY Q = I I II i I ' it "' III j / CREASE - I I - -- -- - 8" DIP WL I j_,_ TRAP � c� Q fl i 1- - -- / s4s I WD3 0 CO I - -_ - - -- - -- - - - - -- - - -- ll ^ _ c6 - -_ � i I I l� I MH 14 MH =14 GREAS E HANG -- - -- -__.. - - - -- - - - - »_ :: - - - -- L lI I r� _ _ -- I !I�D4 ( TRAP EIGHT 18 ' h,., II 1 N II II _ o > �I II �_ �� % II i III i -- - - - M�1 -14 I III N "o CQ RETAINING m �^' WALL RELOCATE C SHED 4 l• EXISTING I II = _= °__- ______ II II III�`� I III - -- -� CO _ - ----- - - - -�1 I -- III IIIII I'' - - -_- _ IE -394.0 I r II LIGHT POLE _ I II _ ASPHALT II ® L� - % - - I. PARKING II f'-. N !Ill / /// /I 11 ® ° i 8::x6:: ; MH -14 ��/ /, J - _ _ --� •- -= . I I ° - -. it REDUCER 53 m2% SLOPE CO IE= 384.16 CO I - -' wj [L > Q w w { { i I I 1 CO 552x4 SS 55• m2% SLOP JJ% 0 - _ RETAINING 6 "W - o z I w I I I WALL 0 - �aoMOna� - 7 II N Liza _ -� J NCO .. - I II X X -XX - -- OE < (o _ 7 ` ~ - t - SMH N 89'54'54° E - 275.23' TIE X - -" - X - X - = R x rir} \ \l•�. /(�� - - v �1 RIM: 3.76 -ss- - ss SS SS 55- ss �p > > I'l ll �'.: \ ® I IE IN: 371. ?_6 cn o _ - - _ - J RETAINING / t111 tes ��-zL - - -i= -- Utility No _�.... = - -- - WALL I 't � a •/ UNDERGK01,.1ND - - - -- 1 -- _� � I S4S I / DETENTION / �� / I. All sewer construction shall be in accordance with the Standards and Specifications of the z � III III MH =14 m SYSTEM RETAINING - TEMPORARY z j 1 I I Albemarle County Service Authority. LIJ 16, !j r z n_ j ! z /- - WALL 10, WORK / w N w L °' > _L I_ I I ➢ I • CO EASEMENT / 2. Water lines shall be installed with a minimum of 36" of cover unless otherwise noted. All water z �] Li. N I F-' -t V) I I. Q m w o u m o Ij I c ' III ; construction shall be in accordance with the Standards and Specifications of the Albemarle County `or°o� w w w �w L,,°ood °w I'' m (af ° Y z Li F- I I EXISTING STORMI II Tr > z �` > O r` ! I Service A)Jtllority. r N Q w < z Q < z Q w i z �';:;; I DRAiIJ EASEMENT I N n LO w m z o O a m > cv 9 .. R ll ID.B. 3350 -624 S52 / n ° o o w ° ' { I \ I MN =14 `n / / 3. All on -sirfe water lines shall be, Ductile Iron pipe (DIP) per AWWA /ANSI C151- 91/A21.51 -91 and shall Ln W ° ; ~ I;IIIII 54S ! - be manufactured by Griffin Pipe Products, Inc., U. S. Pipe and Foundary Co. or approved equal. All ° "' o II 1 III MH =14 - - - -- -- - -- U) N - I.:; I j / r7 / DIP shall have a cement mortar lining in accordance with AWWA /ANSI C104- 90/A21.4 -90) or current DI -3k L III � - -_ - - -- I ,= � I - � W / o revision. z - ::. u) o - 4, Gate valves larger than 2`r shall be double disk type or resilient seated, cn z I -- - -- - -. \\ g Yp e , °II - - -- - -- - T _ _ -� \ 25' SANITARY �� 7.5 ST l o MH: - 6, - I 2 ,S5� f sEw� R EASEMENT 5: Thrust blocks shall be placed of all bends, tee, hydrants, changes of direction, etc. 0 0 V TOP: 362.35 II - w = ® 25,0 D.B. 1371 PG. 329 N ^ „ N / �• RIM: 361.85 III :::III i'1' �-' �' -� -'; ?? �.4 • - 6. Sewer 111nes shall be polyvinyl chloride (PVC) per ASTM D- 3034 -89 PSM SDR 35. INV IN: or� Odd // 1 (24 "): 353.2 I I;`'.:�IIII� ? C� 1 \ MN =14 CO cp 8 _ OQ /j 2.7 \ �; : �,\ --77' m�a% suoPE N 7. Tops of existing manholes shall be raised as necessary to be flush with proposed pavement o z'> > Lt, CSC / I c INV OUT: !III � � /� \ , I �. CO 4 OS IE= 377.58 �/ ti °os z r� �co /� ��' 15 353.0 I.'., l / 1S4S mA% SLOPE / / elevations with water tight lids. 00 / 1 I - -_ - - - / 75' / PARCEL" 07800 00 00 015CO i , / : 362.E - - �_ Co N =14 �\ ff / I i'' .. IE =374.5 / N/F _ oo //� INV IN: - \ \ 8. The contractor shall include in the contract price all material and labor associated with testing III // 35 0 LAT - III I II IE= 311.5 -- /j -- - -- - /i S4S / ALBEMARLE COUNTY SERVICE AUTHORITY w F INV OUT: ) I �:I.:: I / MH =14 / j D.B. 1240 -287 of the water and sewer lines. °� z Q °� HUH .,SC I 11 / // 35 .9 II I / / _ -* \ - -J ZONING: II I;I I 36• m4% SLOPE- - _____ ___ // / �uGHwA'� COMMERCIAL 9, Information concerning underground utilities was obtained from available records and field locations ono QIJ __________- RETAINING ^ II III } RETAIN � � when possible, but the contractor must determine the exact location by digging test pits by hand l� _- I i 7 - -20' WALL � s at all utility, crossings well in advance of trenching, If clearances are less than specified on the moo° �° MMZNOO II - - I // F?(F1: 374.77 Y' g 9 p ° o J _ o z z 11 II N �, ^ ^ - - -o II III ! // I IE IN: 369.77 SEWER aPu = ss -SS-- j plan or 12 ", whichever is less, contact the design engineer prior to proceeding with construction. W o L I o r _ 7 _ rn II n iI I // I IE OUT: 69.1Z&ASL.IVIEN - SSMH ° N°" w t _ I I lI II // I I( ss� (PERMANENT) _ - %� - RIM: 387.44 10. All necessary inspections and /or certifications required by codes and /or utility service companies \ m ) z z 2 " � � l II I / IE IN: 370.84 {I I wl I M-° I II / ! fl ! IE= 370.06 _ _ __ -- -- IE OUT: 370.64 shall be performed prior to announced building possession and /or final connection of services. III 21 l o o z� III I /// III { -' / Contractor is responsible for notifying the Albemarle County Service Authority 10 days prior to III = beginning any work. III 11 �J II I I II I II A minimulm of 10 feet horizontal separation must be maintained between water and sewer lines co III � 1 �I I m ��?NOO I III I I 1 III II l I `i > > 0 •' o 0 1 I III II Il o�oOfznnzn III III II i�- ll==== ------ =- Ill II j��-= _______ °°__ - -_ III - - - - - - I _ 180' 5'x1 '- 72 T e 2 CSP 14 Gauge), u� - - - - -- --- -(-- - L Zk; =� Lh 0z - �q------- - - - - -� i °�� w� \\ III ll ~ o > m w i F _ \ SS Mid 20 tnF z r)or -o U, 3 DOGHOUSE P•AH { =^} 1 =I wj� 9� \\ Q`��II FOP: 377.2 II M I I vim) ° -u=) o i �� ate, �.� \\ b O\ III INV IN: 369.81 II I I� INV OUT: 39.71 where possible. 12. Contact Albemarle County Service Authority for water and sewer impact fees. 13. The contractor shall refer to architectural plans for exact utility exit points, exit porches, etc. 14. All fire service lines and appurtenances shall conform with nfpa standard 24. CAUTION NOTICE TO CONTPACTOP THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE RESPONS- � w „ NDpE _ o - - - _ - H-- w UTILITY PLAN 0 30 60 REVISIONS 1�3Y U Z y\ Q 0 L L Q N LL > lf? Q N O U � z �cn O U I cn ) cn cv Q) (n •`o co CO x O', FEi o Z (j) Q 0 � w W W a U- z4) d o C0 E9 Vl 2 �� 4� 0, `J z_ Q J W � Q 48 Z C� W 0 L' W U7�'I =�:c 1 cn �L -i ag0co W > 0 q (n C0 z < z Lu �-- � Q" O 0 ocy Z) w CY �2 -J0 0 w o = DC DC � � °- Q Q Q 10 n Z >-C) U W Q j t__IL DRAWN AK CHECKED CAG DATE .TUNE 29, 2011 SCALE I" = 30' SHEET C(S OF 33 SHEETS _ - T__ _ _ _- _- __- -__ -_- -_ -__- - -_ -_- - - - -- J I► �' \\ IBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH __- __- __- _ �' I 7 - - _- _ _ - - _ - _ _ - J z ° \\ \O N CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS, r I o > > ZZ `•� % EXISTING UTILITIES BEING EXTENDED INTO THE SITE SHALL MEET ALL THE I rn� - REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR IS r� z �' - ` ° ° f \\ RESPONSIBLE TO COMPLY WITH ALL UTILITY COMPANY SPECIFICATIONS AND z \ \d �j CLEAN EXISTING BENCH AND CONSTRUCT NEW BENCH AND CHANNEL ON TOP - v R, EXISTING MANHOLE APPROVED PPE /VAULT GASKET 1 pgt TOP Cr- ExISTNG 9ENCW PROPOSED SANITARY 6' MN. BEDDING AROUND PPE (TYP.) ISTNG SEWER PPE SACKFLL 2' AROUND w/ n57 STONE NOTES= I. PRIOR TO CONNECTING TO EXISTING MANHOLE, AN INSPECTION WILL BE PERFORMED BY THE COUNTY TO DETERMINE WHETHER THE EXISTING MANHOLES REQUIRE ANY REHABLITATIONS 2. INVERT OF PROPOSED SANITARY TO BE CHANNELED AS PER STANDARD DETALS, 3. NEW OPENING SHALL BE CORED. EXISTING MANHOLE CONNECTION (N.T.S.) 6" Page I W, I GOOD F UN ATIOI , ATE IAL ROCKY FOUNDATION MATERIAL INITIAL BACKF'IL,L. STABLE SAIL ROCK ' S GRAPE THE BOTTOM OF` THE TRENCH. REMOVE ALL STONES TO INSURE ti- E PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL. OR PROVIDE A 4" BEDDING O #68 STOKE. UNSTABL. SOIL a� L•t z � �:� �� :'gip. e?: INITIAL BACKFILL sml" MIN. .. STONE TONE OR ROCK N O� " 1, NO ROCKS SHALL ICE ALLOWED `WITHIN 24 " Or r !HE WAT R LINCS. 2, NO ROCKS LARGER THAN 61' IN ANY NME.NSION SHALL BE ALLCWE.C. AE30VE THE INITIAL BA KFILL. 3,THE INITIAL OACKFILL SMALL BE PLACED AND COMPACTED IN 6" LIFTS. 4 N0 ORGANIC OR FROZEN MATERIAL, OR DEBRIS SMALL BE ALLOWS IN THE TRENCH 5.OELL, HOLES SMALL BE 01UG OUT IN ALL CASE'S. DUCTILE IRON OVATE PIPE INSTALLATION & BEDDING N TS ht#p,,'1,,�vww Aar; sanel:coiii /draN ,k� ings,t "rD- 13 ,lPg Page t of I 3" minimum Cwtilloation of 955 com�►ao t I;or► r Golvanized Steai sea n, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the Servlce Authority. TYPICAL. THRUST BLOCK IN FILL.. AREA N Tea FIQ. W3 http : / /Nvww.aesanet.coin/dr -dwi gs,/'I`D- I6.jpg 9125/'2009 .,�,. � ANCHOR if M: W. I SUVER SERVICE LA `i'ETRAL CONNECTION MOTES 1. ° -I RE A SEWER SIR CE LATERAL. CONNCCTS, TO A MAIM 10LE. O NO INVERT ELEVATION OR `I HC SEAACE LAllRAL IS WDIP TIED, 1 THE TOP fCROWN) . 5LEVATION OF THE iii 1 LATERAL PIPE SHALL. ICE AT LEAST X1,2" ICIER THAN THE TOP CRQWN EL.EVA'n N OF THE THE LOIN ST PIPE CONNECTED ip. T I MAN ALE:. 2:gE R LATERALS TAPPED INTO AN EASTINO SEWER MAIN .,HALL BE CONNECTED USING A PIPE SADDLE A!� MANUIPAC"IURED BY "SEALTITE', OR AN APPROYM EQUAL, 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2 (1/4- PER. FOOT � 4.AL.L SEA LATERALS SHALL NAVE A MINIMUM DIAMETER' OF 4 2L, MIN 5.ALL SEWER LATERALS SHALL HAVE .A MINIMUM COVER OF3FF MAIN LINE SALT _/ TREATED WIM10.I4ED x MARKER TYPICAL. SEWER, SERVICE LATERAL CONNECTION FIG. $^2 http://www.,ciesatiet.cortildrawiiig,,q/"I'D-6jpg I of I I F 1. "TNRVST SLOCKS'ARE R OUIRED WHENI~VtAi THE PI€'EL.INI CHANGES I t ECTION, CHANGES SIZE,;: DEAD ENbS AND AT YALVO.: 2, Oi 2500. P S 1.` ONCI IM. J. N Qt. CC}NCR, TE SHA,LI. BE PC JRED. ON . ANY PART OI' TIDE, ,,� N T. 4;' TIME: 'CONiSULTIO tNOIN ER SHALL. 8E �RESI�OPlSIBL,E TO THE VERIFY NE TYPE & SIZE OF ALL-' THRUST BLOCKS. rnmrPP T' TI-- PI I ';T RI Or" k'; 8/25/2008 ; http./l yrr ww,acsanct.coti.) /drawlrtg; l'D-14 jpg 8/25/2008 1 1 812512008 EMBEDMENT SPRING & PIPE 68 STONE 84MIN 2.4 "M REMAINING 13ACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER tHAN 6* IN ANY DIMENSION K°-° -IN IAA OA1✓I?tif il.L (6- UFTS) 0 "THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHINC BEDDING 6' max 4 min -FOUNDATION (SHALL BE REQUIRED *HEN SOIL, CONDITIONS ARE UNSTABLE ,ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOIE DUCTILE IRON PIPE THE BOTTOM OF THE` TRENCH SMALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4'M BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SMALL BE INSTALLED CAN A MINIMUM S"" BEDDING OF NO. 68 STONE . Page I of I a t , �T i �*_ 17, v A. , wlv k NOT S�` 1. PROVIDE' A 6 "" THICK GRAVEL SEL3 BENEATH 'THE METER VAULT, 2, MINiMUM;WALL THICKNESS FOR PRECAST OR POW -IN- -PLACE VAULTS SHALL BE 4" MINOW'"'WALL. THICKNESS FOR VAULTS CONSTRLICTE0 OF MASONARY BLOCK` SHALL 3. THE OU SIDE OF THE VAULT KLOW GRADE SHALL BE COATED' W TH AN APPROVED WATER PROOFING Q000UNI7. TYPICAL. METER VAULT (1 1/2 plil METERS itttp.// iN,N vw. acsartct .cotii /drawingsfl'D- 22,jpg 911 L)l,'008 TYPICAL.. SEVER PIPE INSTALLATION IN TRENCH NTS FIG, S-3 UTILITY DETAILS If- REVISIONS I FAY U Z Q UC Ln Q o o � Q �Q'bIC6 �wt 7 �0 �TCO CO a� ZC ,^ Q V W W W QL lL 0 �•. < v} c, 6 00. 4� V z 0 _j U M Q dO > z U ° W LU DL -� =�=Qco M W > z °,00 LU W O ~ OWJW D1 W O � � 0 (� I- -j o ua 01 D[ D[ � Q- Q Q Q� �� vi Q W DI DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C9 OF 33 SHEETS BEDDING AS - 1 REQUIRED w i 0t v E�L�G r MIN M T T SECTION 1 -1 SECTION 2 -2 PINE OECREE RENO DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF FEET CUM. (F`Ef_T CU.YD. z L H T H T i 90 2.50 2.61 3101. 0.24 ' 4"' 6,, 45, 22: 1 J2 100 1.80 2.25 2.00 2.60 2.52 0.15 X1.10 . DD 2.:26 2, 6i1 Q. 7'a 11 1/4 1.50 2.00 250 0.10 t so 3.66 .E a 31 0.48 ,. 5 45 22 1/2 2,66 1,66 2.66 2.16 2.77 2.60 0.26 0,13 3.16 2.91 s 1 2,66 0132 1 I 1/4 t.66 2 "16 2.67 0:1:3 90 4.83 163 3,42 0.83 t 100 12"' 45 3.33 3.56 2,55 0,43 3.83 4,00 2.33 0.52 22 1/2 2 „33 2.58 2.86 0.24 11 1,/4 � . 1,63 2.33 2,84 0.18 , 1. "TNRVST SLOCKS'ARE R OUIRED WHENI~VtAi THE PI€'EL.INI CHANGES I t ECTION, CHANGES SIZE,;: DEAD ENbS AND AT YALVO.: 2, Oi 2500. P S 1.` ONCI IM. J. N Qt. CC}NCR, TE SHA,LI. BE PC JRED. ON . ANY PART OI' TIDE, ,,� N T. 4;' TIME: 'CONiSULTIO tNOIN ER SHALL. 8E �RESI�OPlSIBL,E TO THE VERIFY NE TYPE & SIZE OF ALL-' THRUST BLOCKS. rnmrPP T' TI-- PI I ';T RI Or" k'; 8/25/2008 ; http./l yrr ww,acsanct.coti.) /drawlrtg; l'D-14 jpg 8/25/2008 1 1 812512008 EMBEDMENT SPRING & PIPE 68 STONE 84MIN 2.4 "M REMAINING 13ACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER tHAN 6* IN ANY DIMENSION K°-° -IN IAA OA1✓I?tif il.L (6- UFTS) 0 "THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHINC BEDDING 6' max 4 min -FOUNDATION (SHALL BE REQUIRED *HEN SOIL, CONDITIONS ARE UNSTABLE ,ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOIE DUCTILE IRON PIPE THE BOTTOM OF THE` TRENCH SMALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4'M BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SMALL BE INSTALLED CAN A MINIMUM S"" BEDDING OF NO. 68 STONE . Page I of I a t , �T i �*_ 17, v A. , wlv k NOT S�` 1. PROVIDE' A 6 "" THICK GRAVEL SEL3 BENEATH 'THE METER VAULT, 2, MINiMUM;WALL THICKNESS FOR PRECAST OR POW -IN- -PLACE VAULTS SHALL BE 4" MINOW'"'WALL. THICKNESS FOR VAULTS CONSTRLICTE0 OF MASONARY BLOCK` SHALL 3. THE OU SIDE OF THE VAULT KLOW GRADE SHALL BE COATED' W TH AN APPROVED WATER PROOFING Q000UNI7. TYPICAL. METER VAULT (1 1/2 plil METERS itttp.// iN,N vw. acsartct .cotii /drawingsfl'D- 22,jpg 911 L)l,'008 TYPICAL.. SEVER PIPE INSTALLATION IN TRENCH NTS FIG, S-3 UTILITY DETAILS If- REVISIONS I FAY U Z Q UC Ln Q o o � Q �Q'bIC6 �wt 7 �0 �TCO CO a� ZC ,^ Q V W W W QL lL 0 �•. < v} c, 6 00. 4� V z 0 _j U M Q dO > z U ° W LU DL -� =�=Qco M W > z °,00 LU W O ~ OWJW D1 W O � � 0 (� I- -j o ua 01 D[ D[ � Q- Q Q Q� �� vi Q W DI DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C9 OF 33 SHEETS FOCn1 Ra { I C�' ___= ____- . =__ -__ __ -- __ - -__ ___- = = - =1- - -410 =_- --- - - - - -- -- ' /� (III \ 1 ( III lS �6 ( �TP Q // 39 \ \ \� - -- HO PITAL - -- - -- - - - -- _ - - -- _ -409--------- / j��`` :- - - 15 'RCP \ \� I_ \ \ \ \� - - - \ 11 -- \ _ -_\ \- HIGHWAY -- - -- ------ -- _ - - - - -- J L� CBDI 1.5X2.5 CBMH / / -- - -fir- - - -- z - ��- - - - - __ - - - - - - - -- _:� - - - - -- �y -- - - - - -� - - - -- ��- _-- __-� -- = = =`=i j- -_ I / TOP 380.10 / / / / / / / / /' /' TOP 392.04 IE: 376.60 IE: 387.99 / -1-- j -7- r - I ONE-WAY/ -_ W=A<' Y\� / ISLAND SIG � I � -!1R- O-U- TE 2I 5- 0 RICHMOND OND ROAD O O O 1 - O o �0 O O ONE WAY -ONE -WAY _ RONZ W \ J Q ' R 1W) SIGN \ - c0 �/ <<) 10 \ \ RELOCATED Dh-3B_ \ 0 O 49 a c0 CI' \ \ \ \ \ \ -0 �9 "9 \ \ \ \ \ \ \ CO 47 CO c0 c0 c0 \ y \ \ \ \ c� CO c� co c0 ' c0 \ \ \ \ \ \ - -- ` \ \ \ ON OF rsr�\ \ \� \\ EXISTING 18 WC -,` \ \\ \ \ \ \ \ \ \ \ 149.86 TIE RIM= \\ S 89 °56'" El �\ \\ RIM= ��� _ \ \ \/ \ \(--j - \ ` _\=- - - - - -- 400.0 - \( - - 19 -�- - - - - - -_ -- - - _ - - f = - �� -- - �_ _ 406.3 / l - \ SITE so �b Qo JO �Nt�st asE'ba 1 LOCATION MAP (NTS) 89 *5543,a t- - - 1 1 1 78.25' TIE < 1 - -- -- ,/ 20052.23 ; /TIE , 1 \ I / �` I J - - -- _ - -, \ - - - -- - - - - -- - - - - - -- S 89' 50" W � � I A� I I - - - \ \ \ �' FILTERRA \_-- -- -��_�z �v V A I � I / RIM= 1 / � � 1� Aw � -- I A \1 111 I I / 394.0 II �� III I li - - I - I - -- --------- - - -� -- -- / / ` - - - - - - - \` \` - � - -- - - - - -- I PI-141 I �I I ��� 1 I IP\ (� / III/ I Z ~ 1� I 30' SET CK LI / \ \ \ a I 30' E K LINE \ - nn ��wmo0a III I ___n II / 1 111 \ u-3 ov'w I ����� III j N III 111 \ ✓ iI11c�1 �I I j 9 `\� €� ?x� _ \ \\ \_ III \�I1 \ \ \ �II I� Y1/ /// II o �a n 1 I \ o / (# \ I I TOP 400.90 \ \ \ m� _ III I a � ~I I III 1 111 \W\ 1 I I� I \ 0,' IE: 95.75 1 11 M0I �\ 1 I I 396.2 _ lil III III III /// \\ w m= 4 n O i 96.1 396.7 y` ". 1 �, r � ���Mw ilI �-�� I I II \\ \ 1 , �I c „,� ,< ��� �I � -- f'DRP\aNA E I L` I �IIIII , �\ \\ \�/ I gg �pGaO�00(D 1 xo >�I I� W\ I 1 y EASE /V y \ 11 III 1 - -. \ fl1 \I 1 1 D 9 I� \ 1 i - r o n I, f) i I 1, �. - 'r DEDICA ED I / I r` r` � � I W� / I 1 1 397.0 I� I 1 \ \ r a I O PU IG \ / CONVERT EXISTING I I II I III I /�/ `1111 \' I III I ° . M II I °6� I , `\ I 1 1 _ 1 I 396.4 -��- \ 1 ' CURB INLET INTO 1 ` ' 1 J�� f I l // �\� \ \\ I U> �� �06roro N M I I 1 / IE: 390.13 III 1 � �I I �. � � \ � 1 z 1 I o � � �� � ( � -� \ �' f / m _ I I � � � \ WSE MANHOLE � / // \. 1 I ' it I 1 II \ =1J wo 11 M" Lol 11 I I U \ 1 1 1 I \\ // , z III I I z U III v v I I 39 4 € \ oe �''� O O / LOWER TOP ELEV. lo° VAOPE o z z I J 1 \ 1 RIM- _ 396.3 /399.6 �r / / I IE =33.4 - - u� I I TO 395.9 I /I \l\\ \ \ \ \ \\ \ CBDI \\ `T =- - -- - - - - -- -_ �kl = ~- RDL I It I \1 I I I I 1 39a�3'/ '\ 9� 0� I / \ - _--- _ °_------ __ --__ _ l W \ -E / I I I / TOP 388.20 \ I // 1 /'I II I 111 1 U 10" (HDPE ? '; /IE IN: 23 1 (T , , J'IlARCEL# /07800 00 00 01 � o II IV 11 I 1 CL III \ 1 \ \ \ � \ � \\ � �\ Iii ; , / N E / I Q 397. __ \ (RO�)F DRAIN) / " yE OUT: a 03 / ( \ , 1 1 \ - I - / IE: 390.49 P/ANTOPS PARK LLQ I I I U IE =392.38' ? III/ / PARCEL 07800 00 00 01500 Q III 1 I I f/, , CATOHBASI I L D.B. 3098 -198 / 1 IE =393.7 \ �} I : ' I / # III I B =3 .0 / 'X "` O IFILT R �•- /- - N F k �-- _ _ _ _ _ _ _ _ _ _ - / III ZON G• W it 1 .., _. ..� .. s , .. „ _r��� ����. � Y -� .,, s�:.����;��� � ,�; °a. ;- ,, .: I { � � ,. - - -- III / 1 I - - / IN (n { I a a r / 1 1 1 _. a . _ ,. ,s. aaia.f ,., •'�`�°£s�a #'a� :, .. .°� .. ", ° :` (' '., � g . ¢ t i :: ," e. I nj _ \ J I \ � II II � .x z�.�.� ;� <�3 .�I,..� �� .. �, :.� 5 ASTAR ASB VA2 LLC, IC3"HBORHOOD MODEL-/ DISTR C11 I ..�, �� , ;: „�; ,..��. ��,' • .. -r ;- a '� �...1� �_ „ r . _ ,_ �-,.� _ � ,� ` ,. � _ - �� - 2793-81 , � F �_, - _ ., , .,. � ..e ,� .. 9 ZONING: _,.,�,�,�� ,,. �.,_ : _ _ �, � .,,� ���� � � � �- /x t� - -- -_ -_ \ \ t4,� _ . "':... R'.Y; ''•= r a,. -'-' + .„ ' s(•..fi ..,.:- - �'...° -, :. a ; • ;F'S l.i W. '3 i . °'A: \ . \ ------- __ =_____ a Q �s_,r a _ \ I I 1 1 \ \ :'- i.e - HIGHWAY COMMERCIAL I \ 1 \ ICI I 1 1 U I I \, � r ... :' a n .,. 9 `3 / JI I c) o� �. ,;- '. a��" ._ ..� �. ;,.� , �, "•. �t 5i � `� '- - -. 1,169 AG I I I > %_ ° ;�s,:-: ,� 1, . •� � .. -.£ , - � 1� ,, � �, "1 �° RII� CONVERT EXISTING MANHOLE III'\ - -- rr \ �f 1 \ . �: as , ��� ,. .. ._ - �•-... - :�, .. �:: , .. . ;� � , ,'�,; . !� .a , � \ � I I J -. \ I I IE :.92. / I I W I , • .� , . :,} , \ 21 I INTO UNDERGROUND -- I 94.2 III II \ ' II II o I - - -- JUNCTION BOX •384. -.:. , . � • ; , - � ° n , ._. .: �. -� .. ; : ;. , , a �° s € 1 y ,�, \ I \ III , - �E �- - - I N' •. � u. 4 Ir.4,'� = 1111 i � � �� I � vI I I III \ `-� � � � �- ADJUST TOP OF EXISTING Q -� (� � v.�� �-�';��, .3k��� �, °:� �;' �` \; �� MANHOLE TO MATCH z �" �= >� � � x� ; {tip::•' PROPOSED DE I I ---7 -- . -' c+ i' � III 1-J i '� 'I � i / .. +•- - z '.� , . `tt'.a �. N r �v ,.... r II III / I I _ - - \ \ \ ' SD \ yy I 961 To m.¢5 'DMH - } r UNABLE TO OP I 1 � are �� DETAIL GR -2 2A �" _ � f - - - - - -- -�/ \ \ I I I I / 395.0 - - -_ - - -- TOP 392.97 ' (TYP) \ / / ' 1 { 271 12 � z4° RCP �` - -_ - =._ . - -I � -- '_ l\ IE; 377.17 II �� 3 1 '0 w �,� v / / (ROOF DROiN '; �) ' �UF 396.0 V 1 FFS`) - �6 i 4- �i�lI1 v ' I 12>> RIM= /1 N \ 2A a S.4 65} k 1 I 395.0_��, g�YY �� 1 SDMH 49', - - (k� DR INA E � � TOP 389 59 J °� r I III lV I 3S U (A I = a IE 24 "IN: 368.19 Ill - ;tip l 395.8 x - �;' - - - EASEMENT I I uo� - -_ -1E 1a "I 7a.a9 \ i / r \ - z I I l s e x% � -_ � � _ � � 395.8 � -- i O ,� � II col !III yR\ -- � �F•I I 395.84 2J 1E IN 3 3 76 �r, ) r� 11 III E 6 T. /� 20 z. 0 1> I r� I -' III �. IE= 390.`_ 1 I� CONNECT TO DRAINL�GE a� -- �J r / /)I '� CCI - -1� I �X/ III RilCit=- Q , , / / , I 1 " H P lo" HDPE € 11 I I / EXISTING RETAININ EASEMENT l _? / W i - O TW = 85. - C7 I I 395.2 - WALL �STOR�IF�T E)RAINAGE CBMH - EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. v / - � I / EN x7.94 � OU AINING 1.24 Q / ) ( I II I II ALL M ANHOLE ACCESS TO I Iw 1 1Ic2GRADE A- CESS NOTE : (T o ® I , ,I? F 3- ( = _ _ -I � - _ _ -_ =1 = _ _� - __J THE DETENTION SYSTEM MUST I r- I I r� 2,5� LOP I .f .. �,t 1 - - = x == x - L _ - - = - _ T' x - x JI MEET ALL OSHA STANDARDS. l N 89'54 54" E 275.23 TIE x - x - - «_ - - I I- TW =385 ;� - 1 ° z �� NOTES II I II II '/ -- \. �I\\ i J f II 1rls 2' WIDE �_ _ _ �jll I II TW =391. / )` ' I 1 t 1 FLUME I. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE - - -- - - - - -- - - - _ _ _ -� _ _ - =- -- _ _. _ _ _ __��� I 11 I BW 1385. ', : ' �/ I ^ " "' , b, I / _ EXACT NUMBER, SIZE, AND LOCATION OF ROOF DRAINS, - -- - - -� Z _ y " y, CONVERT EXISTING v O / rj RIM 9 , � � � f � ,� ;� � � r� I �� � '� `' �- / 377. i 22 _ _ / ? }��� � 1 �� � � - � , LQ T 9 7 z / UNDERGl2l9E;fdQ %� 3778' I 1/ // / ,= ;> {° CURB INLET INTO 2. INFORMATION CONCERNING THE UNDERGROUND UTILITIES WAS OBTAINED FROM 1 M H -1 1 (� I W = 391 1 I / DETENTION SYSTEM \ 1 F /` AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE, BUT THE / " w GRATE INLET 8Y CONTECI -I s ( ' c� TOP: 3 6.20 / III I I'° 3 h' 3 / / / Yu. 3,'s` CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL z INV IN 18 371.0 I I I I II I �_ / 38� ' / // / / e}� LOWER RIM EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS w 1 III -, , , �� : ( ) _ ° = I 76.4 _ /' //�� . ELEVATION TO 387.0 WELL IN ADVANCE OF TRENCHING. IF CLEARANCES ARE LESS THAN SPECIFIED w INV IN (21 "): 361.0 III I n RIM= RIM % / / </. m =V) � m1WN 36' a yr INV OUT: 60 i I I I O / 386.1 / ' / ON THE PLAN OR 12 ", WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER I II I "i. / 5 / 376.9 / / o m a v (D m o // I k �e i / ,' / / ^ . ` ' RETAINING AND THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. Ln o oo ° o � // �I W EXISTING S �ORMI II o m 90' L�/i i // - �� �� WALL N o m o r DI -3B, L= 6' / 11 II'DRAIN EASEMENT 11 I - / x } N M /TI'° I ; , -TAI _ EASEMENT 3, THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION `� w TOP: 362.35 i� I ID.B. 3350 -624 I I / E; OF ALL SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES o (f y o RIM: 361.85 / I I I / ; (r ERMANENT) V) ~ w INV IN (18 "): 355.0 /' I I Q ADI.JSTI EX. - - 8, REQUIRED TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS I , I I PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE I INV IN (24 "): 355.0 1 1ST 30: -1 / / E % _ NV our: 354.8 -v I) I roP: 373.21, � SOP: 5,U % r- - I / _- / �_� ) DRAWINGS. THE OWNER AND THE DESIGN ENGINEER ACCEPT NO RESPONSIBILITY \ i I IIINV IN (18,)!4.2 1 & ° INV IN: ) \ 377'C! /� �� r�` ! FOR THE DESIGNS? TO INSTALL SAID ITEMS. R FL I E RA I k NOTE: 21" �, , �-., . IO- �----- � 30 U ( ) t _ r / , / REFER TO SHEET nC28, C29 F, C 4. ALL iN -PLACE CULVERTS WILL BE PROTECTED BY THE CONTRACTOR DURING 106' - ?4" HDPE I�-- I r _ \11 1559.5 1 3 / 5 CONSTRUCTION. ANY DAMAGED OR CRUSHED PIPES WILL BE REPLACED AT X6.1 5_ i ?� / �� Ivv OUT: 355.4 / FOR DETAILS OF FILTERRA AI JD I THE CONTRACTOR'S EXPENSE. CATCH BASIN STORMFILTER RIM= 374,0 ) / 374.0 / ,' .: L STRUCTURES. I - _ 5. THE EROSION NT DEVICES TA F /; � „mot f I 7, 1F E I_ -- __- -- OS CONTROL D V CES INS LLED WILL BE MAINTAINED OR THE > Y - DURATION OF CONSTRUCTION UNTIL THE SITE IS COMPLETELY STABILIZED. REFER 4' ; f. , / i I ' :# t �tf MI �' 3 � g � i �D• I 1 ' Top: 373.1 k ( I (C7 %tjV sr - . f ' � ,I ' T s � / 45' � ���� TO SEDIMENT EROSION CONTROL PLANS. ow / I 1 1'11 DRAINA I, I INV OUT 6. ALL SLOPES 311 AND STEEPER SHALL RECEIVE A CURLEX EROSION CONTROL EASEME� ' PARCEL# 07800 00 00 015CO BLANKET. 6 ' . ,,� n�'., DRAINAGE N/F 1 I FILTER < �' �'r, 7 EXISTING TRUCTURE TO BE INSPECTED AN PAI E NEEDED AND R �' '' ENT ALBEMARLE COUNTY SERVICE AUTHORITY S G S S D REPAIRED D AS NE D D D -, DI -3C, L = 6' •, �EM D.B. 1240 -287 L / // �' �; ' I TOP: 373.60 I� / I / 2 ` ` � / ZONING: FOP: .387 4 7 yll / II RIM: 373.10 I I ' /� '/ II _ _ _ I �- / ''���� "� � .��''' i � IE: 380 82 HIGHWAY COMMERCIAL / , -- - - - -- - I - III / - - - - -- - - - - - - - - - INV IN. 366.5, - I I \ \ III INV OUT: 366.3 Q'� s 1 II = -- - - - - -- == ;tea. "� ,r�. /`x / ,// /�i/ / CONTRACTOR TO I� GRADE THE 8 /% H DRIVEWAY SUCH TOP 385.63 TOP 385.19 /1K1LET INTO GRATE -INLET -' ;, IE: 378.29 / / IE IN 378.29 A WAY THAT �' -'IE OUT: 374.89 / IE OUT: 374.89 o� ��/ � / WATER DRAINS ^�`� I MATCH PROP SED /GfAD� / /�ROZLCTIOI<l �/ TOWARDS OUTER � ADJUST RIM E t�VATLC�N� TO / ,. CURB WITH 2% � � 3C�3 CROSS SLOPE / /TEMPOR4R - 1O I IYI q�RAD,ING /'If I- I I I I I I I / /I NO k'EASEME T 1; /' I / 7/ PLEASE REFER ALTA/ C M LAND III TITLE AND TOPOGRAPHIC SURVEY FOR / j o III' I / ' DATUM REFERENCE. _T / - -/ = , T \ \ r 00 IIIII I ICE F SURVEY: SOURCE OF TOPOGRAPHY III ALTA /ACSM LAND TITLE AND ALTA /AGSM LAND TITLE AND = o > > (j> Ln TOPOGRAPHIC SURVEY, DATED TOPOGRAPHIC SURVEY, DATED II -9 -2007, PREPARED BY FREELAND II- 9- 2007, PREPARED BY FREELAND III I I I / ' ii- - - - - `� - - -- / ---li/ / / / i' / \k' - -� + AND ASSOCIATES, INC. AND ASSOCIATES INC, �_ / /�j I / /: / / , , L 7'7 1 I III III ll / Its LE EXISTING GRADES AND UTILITY INFORMATION SHOWN ALONG PANTOPS PARK DRIVE AND FOR BANK /OFFICE BUILDING ARE BASED ON DRAWINGS PROVIDED BY THE COX COMPANY, CONTRACTOR SHOULD VERIFY EXISTING GRADE PRIOR TO START OF CONSTRUCTION AND INFORM FREELAND AND KAUFFMAN, INC. IF DISCREPANCIES EXIST. LEGEND 11 EXISTING SLOPES 25% �-s 1 1_E OR MORE STEEPER LEGEND EXISTING PROPOSED DESCRIPTION �sg SPOT ELEVATION - 395 - 10 "641 CONTOUR CATCH BASIN /INLET STORM DRAIN MANHOLE STORM DRAIN PIPE NYLOPLAST MANHOLE OR APPROVED EQUAL EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 8. IF ANY EXISTING STRUCTURE TO REMAIN IS DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT EXISTING CONDITION OR BETTER. 9. ALL STORM DRAIN PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING LIDS. II. THE CONTRACTOR SHALL ADHERE TO ALL TERMS E CONDITIONS AS OUTLINED IN THE GENERAL NPDES PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION. 13. UNLESS NOTED OTHERWISE ALL ON -SITE STORM DRAIN PIPES SHALL BE RCP CLASS III. 14, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS RELATED TO OFF -SITE BORROW AREAS. GQADING PLAN 0 30 60 SCALE I' - 30' REVISIONS I �3Y CU z z Q Q c D Z Q J W W NOTE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING O CONDITIONS AT THE SITE PRIOR TO BEGINING GRADING OPERATIONS INCLUDING, BUT NOT LIMITED TO, STRUCTURES, � Cr c N UTILITIES, AND TOPOGRAPHY, IF ANY DISCREPANCIES ARE > FOUND, CONTRACTOR SHALL IMMEDIATELY NOTIFY FREELAND o��Q AND KAUFFMAN, INC. oU EXISTING GRADES AND UTILITY INFORMATION SHOWN ALONG PANTOPS PARK DRIVE AND FOR BANK /OFFICE BUILDING ARE BASED ON DRAWINGS PROVIDED BY THE COX COMPANY, CONTRACTOR SHOULD VERIFY EXISTING GRADE PRIOR TO START OF CONSTRUCTION AND INFORM FREELAND AND KAUFFMAN, INC. IF DISCREPANCIES EXIST. LEGEND 11 EXISTING SLOPES 25% �-s 1 1_E OR MORE STEEPER LEGEND EXISTING PROPOSED DESCRIPTION �sg SPOT ELEVATION - 395 - 10 "641 CONTOUR CATCH BASIN /INLET STORM DRAIN MANHOLE STORM DRAIN PIPE NYLOPLAST MANHOLE OR APPROVED EQUAL EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 8. IF ANY EXISTING STRUCTURE TO REMAIN IS DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT EXISTING CONDITION OR BETTER. 9. ALL STORM DRAIN PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING LIDS. II. THE CONTRACTOR SHALL ADHERE TO ALL TERMS E CONDITIONS AS OUTLINED IN THE GENERAL NPDES PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION. 13. UNLESS NOTED OTHERWISE ALL ON -SITE STORM DRAIN PIPES SHALL BE RCP CLASS III. 14, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS RELATED TO OFF -SITE BORROW AREAS. GQADING PLAN 0 30 60 SCALE I' - 30' REVISIONS I �3Y CU z z Q Q c D Z Q J W W cnd o ..9_ w U O D � Cr c N > if 7 o��Q oU `ncc m � N � U) 0 CO w CO x 3: Q Cr . LU 2':> Q1=_.:4 _j c mW> �0 W cnd o ..9_ w J Q Lu 1__IL J Q0 Z -1 0 Lu UNr`' OI Q O 00 O�Qq (D 0 z OQO LL Q LO )-- O m Q DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET CIO OF 33 SHEETS U Z D J m Q i w 3: Q ud 2':> Q1=_.:4 _j mW> z(n W 3: �0 11-- 0 11-- 0 a U) U cy p� QQ U J Q Lu 1__IL J Q0 Z -1 0 Lu UNr`' OI Q O 00 O�Qq (D 0 z OQO LL Q LO )-- O m Q DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET CIO OF 33 SHEETS \ r � \ I 0 11 h I 1 I I I I I I I I I I I I I I III 1 I I I �l II i I I 11 I \' I\ 1 �. \ \\ \ \\ \ \ \\ _ _ rocnn Ra GOOD G' '� /� V' � -- - -`-- -_ -- =_ - - -- - - - - -_ - - - - -- -- - -- ������= ____ =- __ - - - �� = - - - -- - - - - -- -- --- - - -- -4 O EALERS�HtFZi F ( \ - NO PITAL /AIRPORT_ - - -_ - - -- - -- - - _ - -- - -- _ 09-- - - - - -_ v / Y IIIIIIIIIIIIIIIIIIIIIIIII - -I -UW-O _ �\�t X \ \ - / \ TRAFFIC BOX - \ - __ � -" - -- 7 _` _ --` - ___ -- - -- - - - - - -- - - - -- - - - - -- _ - -- OE_ _- Ir 'f3E�` - - 15 "RCP U W �V \ HIGHWAY \ _ - ( \ - -_� - - -\- -� __-_— \ \_ \ CCNC SIDEWALK. / I \ \ I \ \ — ~' \ - - - - - - - - - - - -j - - - - f - -/ �; =- _— - -��- - -� - - - !: /- - -- - - =116 =' T--F3W - j•= - _ -o, ":� - - - -� - - - - -`� _ - -= �° _ �_— - _ _ - - _ -_= - - - 1 - \ - - \`- -UW ( e I / CBDI 1.5X2.5 / / .- 15'RCP / / / CBMH �� - -- - --------------- - - - - -T _ - I / TOP 380.10 / / / // // / // / / , / / AP OXIMATE LOC/�TfON OF 8" DIP / 1 / /� / , /-- - - - 11/- - - - // /_ _ / ` X11 / / / / / / / / / / / TOP 392.OV / / / , ,/ // / / 1 // / /� / , , / / / SITE -/ _ / IE: 376.60 / / / / / / // / // /// ZIE:387.9 �/ - -�// I/' _— '/ '/ //- / / APPROXIMATE —r j . 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IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS, SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES ,MARKED FOR FREE. 11 \ \ c x __ 7 % 'K / 1 1 G S II \ IIII i p tc 7 - - -x r / % -ti r Tc' -� X' /� ! ' / .\ 1, I -- _ I / _ / / _ ' \ / - r <S! /. � WI; � " ,X 'ti,^ j,' ! , // /j. /i I, .• \, ,1`•.,. •1,{,1�• 11 9 1 \ / METER BUILDING r / I \ / 1- _ - -_ -- - -- I I I \ ► \ / L' _ ! . 7, ;= ,r,.`< x - -� r,�< z /.< %, \: 11 f ;wC �'l / II, I I �— \— / /' I - .?\ �n \ ✓Tl T. �. ./ / Yr T'i'm / I' .�\ W y =1: / III II (1\�� -�11 , I� _ ":�_n �. 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Imp / ,/ � �,� �, /;i / / / ;i' / / PARCEL# 07800 00 00 015C0 _ _ / I ) :: - 1 I I \ \ / A a ,/ _ /, / /,r / / LEGEND - - / / /// \ \ \ \ \ \// / i i'ii� / / i / i i / ' // / 11 >j, r�\ / A�, ��� ' �/� ALBEMARLE COUNTY SERVICE AUTHORITY _— �) / / - - - - -- ---- - - - - -- - -�I I I I \ \ \ \ / /' \�- :�' .., , / / -C�IMH D.B. 1240- 87 EXISTING SLOPES 25� 11 11 / -- , , ; - T P: 387.42 ZONING: ;: ' , \; OR MORE STEEPER 1I II — — — 11 11 I ' - �- _ "- /�'"I �� /�� I�: 380.82 HIGHWAY COMMERCIAL Ill/ ��\`1� � ____ - -____ -1- _- _____= L = = = == =� II _- - - -III \\\ \� _-_S 86 wSr °2756 W ���99.467,' - -=�,-, � __ %{ ua 11 _ = _ �____— L— _ - - -- - - -___ 11 „ / r�- _ –_ : -- ' %' A'�a''�'_4 � /x� gs � SEQUENCE ICI i – –" _ — — — — — _,,�� II 1111 / ,/ ii 1{- - -- �_____________ _ ;�� / 1f ��� S C OF CONSTRUCTION (PHASE U / II ICI I _ - , -' II 1 / / /, 1 i- - _________ s a': ,/� ,/ i��P 11 - II . Illy _ CBMH --`,./ / p , \� SDMH I I - - IIII -III I // II ��_'EE�vNE / 385.63 v �� - -r0 385. -19 I. INSTALL CONSTRUCTION ENTRANCE WITH WASH PACK AS �1 I �'� I I __� - ` - - -- II / //T 378.29 , E IN: 378.29 SHOWN ON PLAN TO BEGIN WORK IN SOUTHERN PORTION OF /111 '�/ �'" ' -- 111 / 11 I/, j� ��� ��� �; 1E OUT:37489, -IE OUT: 374.89 "I-I II I'� I III �, I II `� I I �� �,, ' ;, ,� 11 111 I I / / // / I �/ / / /§ . I I . dal I I// / /I I I'/ �,8 ��'- ��� -- 1 / / I11 �I / I - r / I / I' / / ryj IIII I " -' � IYI i ,/ /A� /k' � /'1 NOTE: ' i(^ 1 I I I �I / IIt /�I I I � _ "- ' III �1: %k 5 / // / I II� // 1' , C ONTRACTOR SHALL SPECIFY LOCATION OF II 1 ,r- - - - - - - - - I .f II I// �/ / / I // BORROW SITE AT THE PRE CONSTRUCTION 11 II L-� -- — %_ -� ----- - - - - -- ( I I III � � -_ =� — ______ _____ ____ ____ = = = - -J III MEETING. APPROVED BORROW SITE SHALL 1 111 � Ii- -I --- -_- - -- ��� J L - - 11 III III I I HAVE EROSION CONTROL MEASURES. 1121 III 1I =T== — - — — IIII / /1l // IA/ / ; ,/ ,/ i ,/ / �/ II I III I I tt ll \`. I 1 , / / , , / / \\ // SEDIMENT BASIN I III // 1� - - T - - -- - - - �, - -1, / / // /(�( �� IIN", II I DRAINAGE AREA = 1.7 AC / /� �--- i---- r-- -__/ -- , ,/ ,/ _- __ /� / � 1 11 1 �, / - - - - , / -1 / Ir / / - // / ;/ �� \\ WET STORAGE REQUIRED = 3,075 CU.FT I L = / / j , - - - - - - -I/ I / / __ /' // / , \�' ~`� DRY STORAGE RRED = 3,075 CU.FT II / i 11 - /- - - - -// - -- ._- / / / , // ` l , , ; , , �// __j // �r - , , \\ BOTTOM ELEVATION = 365.0 �� I� // / / / / / , _ . '/ / / ,/ \\ ,/ _- _ I r\�\ WET STORAGE ELEVATION = 368.2 // I �// / / / / __ _, / I I\ WET STORAGE PROVIDED 3,175 CU FT ' I / /' / // - /__ / // /' �� �1 \\ I 11 \ RISER CREST ELEVATION 370.0 II / ,f I // ;/ // j � /// r,/ //' / /�f '�\ ,\k' �_' ,' �1 DRY STORAGE PROVIDED = 3,189 CU.FT _ �/ I - -_L = _ _ �! _ -_�! J % _ /_ _ / _ _ _ / _ _ _ / - ,/ - - /IIII \\ t �\ TOP OF DAM ELEVATION = 373.0 L = ° �° _ =r= — - � = -'_ _ _ _ _/ �� �� \ 1 CLEAN OUT ELEVATION = 367,0 _ ---: __ _�L- — ��— \ _ � \ �o i / DAM WIDTH = +/ -3' FT \;_�� �$ I ___, � __- �-�I - �\ \ \ �; ��� RISER SIZE = USE EXISTING STRUCTURE »7 AS RISER $___- �.�`________ _- _-__ ____ 1 \ ,/ , DISCHARGE PIPE - EXISTING 42" RCP _ ___ TRASH RACK DIA = 72" -�� z=� -- tee- - - -- - I __ �_ 1/' TRASH RACK HEIGHT = 21" . �s - - -- Vl�, Ur`�I - -- I \� THE SITE. USE EXISTING ASPHALT DRIVE AS CONSTRUCTION ENTRANCE FOR WORK WITHIN NORTHERN PORTION OF THE SITE. 2. CLEAR AND GRUB THE AREAS WHERE SEDIMENT EROSION CONTROL MEASURES ARE TO BE INSTALLED. 3, INSTALL ALL THE PERIMETER SEDIMENT CONTROL MEASURES AS SHOWN. 4. REPLACE EXISTING PVC /CMP STORM DRAIN PIPES WITH RCP AS SHOWN. STRUCTURE t*7 SHALL BE RETROFITTED FOR SEDIMENT BASIN RISER. 5, INSTALL INLET PROTECTIONS ON NEWLY CONSTRUCTED STRUTURES. 6. VEGETATIVELY STABILIZE ALL DISTURBED AREAS. 7. REFER TO PHASE II. CONTRACTOR SHALL DENOTE ANY CHANGES IN LOCATION OF PARKING AND STAGING AREA AND SOIL STOCKPILE AREA ON EROSION CONTROL PLANS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. - N -- Ot --N x- SAF SAFETY FENCE EPOSION E SEDIMENT CONTROL PLAN (PHASE I) 0 30 60 SCALE I° - 30' REVISIONS � �Y U z 1:11 Z a Q lc O 0N U- Q �" > O Iii Q)Q _o rnCO Q d' O-) � ° U `I 0-5 c� N Q_ N d' U) O d- 00 C >� U) \0 * > Oo x N 0 " 0\ �0 Z a) - N O _ Q � o W W ui U ILL too ® G, ky rj� 1� -_'+1113 �. �► �- t0 16 � � D 9 't0 v t~ x K, z O �v� �� 0 ,! 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SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU AREA HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. III \\ 1111 \\ \\ II i�l III I lI Ili I \ W III ]IL\ - - - _ - -_ -��:�� 1 -- v\w_- -__ _ _'__ ." ' i / % % /� \ \ 111 1 1 \\ \ 1 1 1 \\ V _ - - \\ I I I IE: 392.41 \ 11 _ \ \ / II 11 II�',_, I I � \• - -- - -- // /' / I ' \ \\ \ \ \ \ 1 \ \\ \ 1 \ \ �9 \ i--_- I 1 1111 II _ ° �� ° _ ° °'\° ° ° ° II,' III , /'� I li II 1J I = I - -_ - - ____ ______ . -____ _ _ / ,\ \ ` \ \ \ \ ` �' - _ -- III a \ - I `\ _ - _ '� ', / \\ \\ 1 \\1 \\,, �\ I . I / I I III \ // II 11 \ \\ \\ II II II, / ., u _ -- w 1 II II _m- I N' J -,__;_ -_ -- - �- - -- - __-- - - -- / / �/ \\\ \ \\ \ \ �` . I\ 1 \ I I IL-4II \ �� � I. 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It ,/,\_ ,. %' \ /'' : \ '� e9 %% %'' = i /' 1111 "/ - NSF - t ✓ - �% Y `/ �� / -�3 /i''' / / ALBEIv1ARLE COUNTY SERVICE AUTHORITY - ) If / 1111 �/' - - - - -- , , -- -- --- - - -�_' I I d '�� - � \\ = \C. �x =- -- �- _ Y'f , �� .ry- 1111 �/ 1 -CBMH D.B. 1240 -287 II- _ � �\ ` II \\ TOP: 37,3.60 II/ _ J I// = ` / TOP: 387.42 ZONING: I1 I / ` � , / - _ _ _ _ _ _ _ _ _ '_ _ _ II /- t \ / i _ IP _ -- _ � ----,---- '' �/ IE: .380.82 HIGHWAY COMMERCIAL - - / 1 11 RIM: 373.10 I I / P `- (� �` - - -- / - -- - - - -- -�_ -- - - - -� INV IN: 366.5 (� / j / f' r - _ - _ - - _ _ _ _ _ _ _ _ _ - - _ - -' 1i I I - REMOVE } =r' =' - '� j� SEQUENCE OF CONSTRUCTION (PHASE 3> Ill/ � � - - - - - -- - I dV OUT: 366.3 JI _ Q O FI�Ti RR/� 4F�' \ ' , - � III/ _ -___ -_ = -__�_- =_ _--_ - _�_ -- -_- - 111 I � �� ____- =;�ASfr'�I D_ , -- '� V\ - I - _ , SEDIMENT BASIN ml A I! - - -- I. FILL THE SITE FROM SOUTH TO NORTH AND USE SE MEN S VI T----:::: - - - - - - -- - _ - - - - - -- - - _ II I I / , °� /// I� I - f - - _____ - ". jID- � ,/ �, -7� , ' / /� //� ,�� MUCH AS POSSIBLE DURING EROSION CONTROL. I II Ifl - If , �'_ -- - -- _ - ,_- �� �P II J I II - �I II I y Q �// c' 11 1 l \� - ,��� ~ �eEON _�/ TOP 385.63 '' "-,.\ ' / % rOPFl385.19 2. CONSTRUCT RETAINING WALLS. J I (,, x % vN ,- I I Il I �'� b4 - \ )) - -- _ - -__ II I / -,-/`/ 0,� / �4\� \� IE. 378.29 / fi i IE IN: 378.29 / �/' I I -� - I I " / I /' '' '~ --IE: OUT: 374.89 // , / - -- - - -IE OUT: 374.89 I III - I I I-I- -- -,� II /\ 1 I �' l 1111/ 3. INSTALL REMAINING STORM DRAIN SYSTEMS AND WATER QUALITY I�r I I , -''_'/ - I " i I %�'�� \ ' I /' �/ // �/' ,// / STRUCTURES AS SHOWN. BLOCK OUTLET PIPE AND TOP SURFACES OF I I III I I - �I / / / -, ,3( �b' WATER QUALITY STRUCTURES. I I I A I /' i ____ -- ;� / I I / / . / I I = 'I ,� / -' 1111 �( „ bN . I I I I � I -- _' --'' � i 1111 /�� �./ � "- � � / _ / I i �l I ^ 1 I I - ,�,' ( //1 k, , / / I,' I/ /' /'' 4. INSTALL INLET PROTECTION ON NEWLY CONSTRUCTED INLETS. / / / � /-1 � , I I I I III I1 _I I ' _ -,_- III //' III , /' / I II /I / / /� / / /' 5. INSTALL WATER, SEWER AND OTHER UTILITIES. ;ii 11111 I L_r_ -- - -- _ - _- - - - - -- _ _ - -- -_I ter ' III, Iv I �" / III III 1 - 1- 1- - =___- _�`_ --:::=:::-_ - = _ = = X11 = _ _ = = �- III - r _ _ _____:_= - i \ II I �; •. 6. FINE GRADE THE SITE. CONSTRUCT THE BUILDING, PARKING LOT, DRIVE IIII IIII ,� (� _- _ - -_ \\ \ �`1 - �= T = _ - _ _ = s- _ - - WAYS, AND CURB AND GUTTER AS SHOWN, USE SEDIMENT BASIN #I AS IIII 1 I , - ,- - - -�-- ,-� - -� - -- - _,__ -- -- _ L 2- \ III I IIII / I / / / / / / / / I I I IIIII //' / / - - // �/ �/ �/ / / , _ ; �/ II \\ �� z Z °o o , I II MUCH AS POSSIBLE DURING PHASE 3. CONSTRUCTION ENTRANCE SHALL BE I ' / �,/ / / /� / I � I II SHIFTED TO NEW DRIVEWAY ONCE NEW DRIVEWAY FROM ROUTE 250 IS I I I / ` / / , / / / /� // �'�` : o ,_ z z I I CONSTRUCTED. i I I II 111 / / �s�-- i - - - -// - - -y/ - - ---1 /I / / �/ / / I I I� I I 1111 / ff f/ - -- / -- J/ / / �� �, , / \ \' - \ LL, - /� - I / _ - / / / __ / \�- I 1 7. FILL THE BASIN =1 AREA AND GRADE: THE AREA AS SHOWN. UNBLOCK I I II IL- - / } II - - -- - - -�/ /� /__ // / , � .�\ III 13 I II I / / / / / / / .v / / __ I 1 \1 \ 11 1'I 1 I� 1111 1111 � /i 1111 / / / � � �/ / i � /'� \\ 11'11 ^` li� \111/ PIPE 7 -21. \ \\ \ I,- i / 1 I// // /// / ' _ _ /'/ /// /// - // /I � -- �, \k 1 1 �) 8. VEGETATIVELY STABILIZE ALL DISTURBED AREAS. \ \\ ' LL_� I/I // // = // ( /�� �?\ \ \\ /''_ III\ \ \\ II //f I // // /� _- // // ,' / // /r �� `� <\ 9. FLUSH AND CLEAN THE STORM DRAIN SYSTEMS AND UNDERGROUND \ \ \� IL = _�� - -_ s = = _- - - � l - -- -- ,_ _ - - ,- - -� /- _ -- - _ - -__- III \\ \�_. �\ \ DETENTION SYSTEM. -tt -- - - - _ � \\ \,, _ �. i 1 10. UNBLOCK OUTLET PIPES AND TOP SURFACES OF WATER QUALITY �- \ ` _ _ _ _ _ _�� _ -�� - %{/ / STRUCTURES. ___ - - -_- ___ _�_ - -_ _ - -_ _ -_ -- _ / II, REMOVE ALL OTHER SEDIMENT CONTROL MEASURES AFTER SITE IS - _ _ _ = -- - - , ___ -- 096_ - - -- - - - \ /' STABILIZED WITH INSPECTOR'S APPROVAL. F� �_� - ____\ ____ 11� �1141 \\ __,__,__, AREA AND SOIL STOCKPILE AREA ON EROSION CONTROL PLANS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. � LEGEND - - - -365-- - - EXISTING CONTOUR -363 - PROPOSED CONTOUR 0*0 TEMPORARY CONSTRUCTION DC ENTRANCE WITH WASHRACK - SF -SF- SILT FENCE DD M 1�.� a z ,, TEMPORARY DIVERSION DIKE IP INLET PROTECTION 0 TREE PROTECTION FENCE �I � LIMIT OF DISTURBANCES � FLOW DIRECTION IN PIPE 88 "B" SOIL TYPE /HYDROLOGIC GROUP TS TEMPORARY SEEDING PS PERMANENT SEEDING DC DUST CONTROL IIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111 1111111111111111111111111111 m SOIL DIVIDE LINE M 1�.� a z ,, LIMITS OF DRAINAGE SUB -BASIN 11 TREE PROTECTION FENCE -)* )*-if -X sA SAFETY FENCE EROSION � SEDIMENT CONTROL PLAN CHASE 0 30 60 I� SCALE I' - 30' REVISIONS I E3Y U z [ :E � =) Q O 0\ LL Q N CA Q Q O c)-, GQ V Q OU c0)N 6� � �� J N U) C) M, � CID x N C13 0\ �� Z c) Q Q5 Q o W W W u LL •' _ �' a s � �y °0 - 4b W @ O �` ti-- ei E~ --1 � C, ¢ :0, 16 1 ¢ � o U0 A z r� `, => °� r 4��a ®�0414 V z_ Q j 0 _/ J m Q Q °O W I 3: U °� 0 :>: (�z _j >W <0 @ ct-y-, 1":0I M W > � <Q� U) Cn OV <- z u� I1 QD u 3: uj >111- O O o �w L*� _j O p C)z U a oc �- r- Q Q Lo a- Z >-0 U mN _j W Q Q 117- W QI ��-- - __ DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET 3 OF 33 SHEETS _ L \--_ __- __ ___- ___ - :_ -_-- -_ _ -_ -_ __ _� - - - -- _.__�Q7�.��_ _ -- \ _=_� = -- - '-- ____ - - -_ ___ ___ - - - -- -------- - `+11_- - - - - - - -- t/ REALER -- 1? _ FOCME�Rt] \ I GOODWILL (y CPS I /�� D, // 39 \ \ \� -_ 1a0 PITAL /AIRPORT - - -- - - -- - - - -- - - -- -- _ - -- __�IVJI - - -- - - _ - -- - - -- - - - -- - - -- _ -409- - - -- "/ - 0E -- // �/ l N - - - _ - - -_ 0E - -- - - -� - - _ _- - __t)F __ - -- _- - -- _ - -_ - - -- - - - .- - - -_- 0E- -_ -- 9E \`\C - 0 - - -d`-- _ _ _ _ - - _n - -_ -_ _ \`�� I A 1 ~ AILBOX � \ \ - _ / \ RAFFIC BOX - \ - - - - -- HIGHWAY '`\ CONC SIDEWALK / y - -� R - -- __=_ -_ - -- - - \ - \ \- 15'RCP - - UW - -- UW _� _ _ _ _ - _- _ _- _- - - - \- - _ - - - 1 \ -� - \ -StGP� \ - I _ - -\ I \ \ UW j Q _- _ _ _ _ - - - -5 - - - �- UW _ /' CBDI 1.5X2.5 /� // // , > / -j 15'RC:P > / / CBMH / , AP9 OXIMATE LOCATION OF 8" DIPS- ' / / �l l / I / TOP 380.10 / / / / / / // /' TOP 392.04 / / / / '' / '' i /' /, /' /' / ' /> > / \ SITE �_ I- 376.60 > ! -/ -- - - /� ,'IE:387.99 - -- -- - / - / / - -- r'/ �_ /'� / ' / / / / / / APPROXIMATE I I I I I I ! / ! / / > > / ' ' / /o`� I ,' / ,' / / / / / / LOCATION OF O / / / / / / / 1 / , / / / / / / I I I I I I ! / ! 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I / __ // `SG . 1 / IMLL �J) _ioi'i,�, � � I - � Is <,. _12404111117�2 't , __ &� _� - - SS SS SS --t- SS - ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA ON -SITE DISTURBED AREA OFF -SITE DISTURBED AREA TOTAL DISTURBED AREA IMPERVIOUS AREA AT COMPLETION PERVIOUS/ SEEDED AREA AT COMPLETION / -' ' /' "r / // // _ PARCEL# 07800 00 00 015C0 ' / ' /' / I i� ,/i /, / /// / / '" / ' / z /, 1 , / , N F / / / -� � ��= - P '8' - `/ ;',- ! z ALBEMARLE COUNTY SERVICE AUTHORITY -,_-, \ ,..i',�, y," , : ',REBAR/ � /i' ( , CE�MH D.B. 1240 -287 ` =k'��� /- /- FOP: 387.42 ZONING: Ill / _ - - - _ _ _ _ _ _ / _ _ �' II 3.10 r L / i -= / X �� - '` �,/'' IE: 330.82 HIGHWAY COMMERCIAL o II _ _ - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - - INV IN: 366.5 I \ <v �` ' - _ q __ - / - \ Ill/ _ II !NV OU (: 366.3 I 1 1 I \ - ,� l - ' -OI _ Y '/' / ', �' III --- _= _�^=__= -] - -L =- ____-= __- i1 - II / ��.z, � .n = _ _ _ - - \ � �� --� ., ; II I� _- - _ - -_ - - - - -- -- -- - -- _-_ II I I / \,�2%< \ -I- -- - -_s �_�ET�.►LM�- �rALL r � -�� == -' "s_' -}�� � � ,' / r�% :;% SEQUENCE OF CONSTRUCTION (PHASE 2) 1. 56 2.17 0.65 2.8 2.85 0.77 I ' / % /, G I '�I frl I - 11 II I ! `��> // 6 'Ir I hE AFB -_� -= ,� �- __ dBMH'\ / 5`�l SDMH 1 f II II Y /� / �_ -_,' ,� - �'`- - Ilz_-' - TOP 385.63 i / TOP 385.19 i, CONSTRUCT RETAINING WALL "A ". MAKE SURE THAT AREA NORTH Ill I � \ % I I _ - I� I 1 C �Q / 11 1 �� - IE: 378.'L9 /' �' IE IN: 378.29 I I I �' i ,, `_. %%� ---- - - - -�, l 11111 / �/ / , 1 ' -USE EXISTING- 42" / ___ -,E ouT: 374.09 OF RETAINING WALL "A" DRAINS TOWARDS STRUCTURE 7. 111 -I_I- -� � �� - - -'' III 1c, �_/ I I I'� RCP AS��SUTL��"'� %� IE ou`a374.a /� II r - 1 /. I �,�/ I 1 "' PIPE FOR DIIvJE{`dT` / / > ! / 2. INSTALL STORM DRAIN SYSTEM 7 -8 7 -21 AS SHOWN AND I I I I{ I I ,- I II // / I / 'BAStKttl ,/' ,/' ,_ ,/ 1, ,/ PROVIDE INLET PROTECTION IMMEDIATELY ON NEWLY CONSTRUCTED 1 1 i I 1 I -_ - _�I j I i// i / /' /I I /-_ _ I , _ ,'' ', 3� �I, ' �)' , INLET. BLOCK PIPE 7 -21. li i II \ II _ r / / I I I I / I /' // II I I /���_' // ��__- // '��_''/ -/ (II ...- / / / /,/ /// ly I / � /' /�,/ / /,/ //11 /� /'/ /_ r I I I II - - �� I k , , / � 3. CONSTRUCT SEDIMENT BASIN ttl AS SHOWN. USE STRUCTURE tt7 I I i I ► / /'�I II I � '' - - Ili * 5 / ' / / AS RIS R FOR BASIN ttl. DEWATERING DEVICE SHALL BE INSTALLED II I'll .. I / , IIII E II L� -L -__- -- - _ _ _ =- - - - - - - t = - - - - -- -- - - - - ' 'I ( , / / III' I / '� DURING EROSION CONTROL AND SHALL BE REMOVED UPON If i II _ -- _- _- _---- - -____ _ ________ ____- - III o I 11 1 /II I IF -� -� - _�- - -- _- '�"��T� '� - III C° III I COMPLETION OF EROSION CONTROL. CONTRACTOR SHALL BLOCK 11 11 - - THE DEWATERING ORIFICE UPON COMPLETION OF EROSION - -- IL- II 1 11 / I r' /r - -- �/- / 7--- -7---- �' - - -- �'- _ /T G -��I � � �2 III / r- - - -� CONTROL. 1 \I III /'/ /' 1I / /` /` ` r r / / i' / I' I "�\ // z z o o r SEDIMENT BASIN al 4, INSTALL DIVERSION DIKE AS SHOWN. I I II III/ / \ /PT - -7 - - - -7 - -- / ---1/' /' /` / /`_�� /` /c( '� /zo > >o >A 111 � DRAINAGE AREA = 1.7 AC II I I rr / / / / / / �/� / , 5i[-- zZMZ�, I � II I I I 111 1 / // � - /` - - i`- - - - /'- - - I i !/ _ -,/ // / \_- \\ WET STORAGE REQUIRED = 3,075 CU.FT I I I I i I L - // �� - - - - - - - - - \ I / / _ , / ,/ , \� I DRY STORAGE REQUIRED = 3,075 CU.FT 5. START ROUGH GRADING THE SOUTHERN PORTION OF THE SITE. I I I / T' Il - - - -r - - - -`rte - - - ` I t` ,r / / \\ III l BOTTOM ELEVATION - 365.0 � II 1 I III �l /` / I ` r / / / �' � / J / \\ / -- - -. I 1 WET STORAGE ELEVATION = 368.2 6. CONSTRUCT RETAINING WALL "B" AND "C" AS GRADING ALLOVi!S, 1 1 1 1 1 / /` /' /` /` /` // _ _ -- �r ,/ ,/ // /' ,' PLEASE NOTE THAT RETAINING WALL "B" AND "C" WILL COME TO I I�` I }� / I / / / / /-- � / , / � )N I i I, WET STORAGE PROVIDED = 3,175 CU FT \ \ 11� ( 1 // I /� // /r r> _ / / , /t / l -�/ \\ ,_4 _ _ A'' 1 RISER CREST ELEVATION = 370.0 // 1 ITS FINAL SHAPE IN PHASE 3. \ / I / / / /' /` /` // �i �\ k' \� 1 DRY STORAGE PROVIDED = 3189 CU.FT \ \\ I� `�_ / / / � / / / / / �. ,\ \ \� 7, INSTALL SANITARY SEWER LINE AS GRADING ALLOWS. \ \\ / I / _ _ / _ - _ / �_ / _ / _ t r ,/ - / II \ 1 \ TOP OF DAM ELEVATION = 373.0 \ �_/ rr -_ - _�_ _ 7 - - L = � - S- =- = -_ _- -_r = _ = _ �� _' \ \ \�� \ \\\ CLEAN OUT ELEVATION = 367.0 \�\ �� _ ��_ \ \ �_� ' " 3$ \� 1 S. INSTALL THE UNDERGROUND DETENTION SYSTEM AS SHOWN. \ \ __'- -- _�_- ___ - -_ � -- \\ �� ��� 1 DAM WIDTH = +/ -3' F_T. \ �� - -.__ -_=-- - ��`\ �� - _ / RISER SIZE = USE EXISTING STRUCTURE tt7 AS RISER I--- -- - - -= _ - - � - _� \ \ _ - - --- _ _ - - - -__ - -__ -__ __ ---- __ - - - - -_ \ �� _ - / 9. VEGETATIVELY STABILIZE ALL DISTURBED AREAS. �� -- __� ---__ k- - -- - -- -_ _ �_._____ __ - -__,_ \\ -- / / DISCHARGE PIPE = EXISTING 42" RCP \ ` - -- -- \ _ -__ - t---- �;�___ = - - -_ -- ___ _ - - -_ 1 / TRASH RACK DIA = 72„ �- - - -_ _ _ - - - - - - -_ o9e - - -- - - _ _____ / TRASH RACK HEIGHT = 21" - �_ _ _ _ - / 10. REFER TO PHASE 3. ___1 VO _ 11 \ - - - -- ,-� j j �IIIII`j W2 "'WI �.!►. ��air.�� � (@ - 88 "B" TS PS DC MININ SEE SEE! m m- -- igildisve ggm .% 11 - >E- X -X--►E SAF A sEBIU .fil YOU DTG "' I1..AIM I�dNV "t�a'c1"� �bq a in =.o. beNradYw.`U." 5k- '.- - EVERY DIGGING JOB REQUIRES CALL EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE, 11 CONTRACTOR SHALL DENOTE ANY CHANGES IN LOCATION OF PARKING AND STAGING AREA AND SOIL STOCKPILE AREA ON EROSION CONTROL PLANS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. LEGEND EXISTING CONTOUR PROPOSED CONTOUR TEMPORARY CONSTRUCTION ENTRANCE WITH WASHRACK SILT FENCE TEMPORARY DIVERSION DIKE INLET PROTECTION LIMIT OF DISTURBANCES FLOW DIRECTION IN PIPE SOIL TYPE /HYDROLOGIC GROUP TEMPORARY SEEDING PERMANENT SEEDING DUST CONTROL SOIL DIVIDE LINE LIMITS OF DRAINAGE SUB -BASIN TREE PROTECTION FENCE SAFETY FENCE EQOSION E SEDIMENT CONTQOL PLAN (PHASE 2) 0 3C� 60 SCALE I' - 30' REVISIONS I �3Y U z Z CQ Q) 0 L ` Q) � L Iq N lf) Q) Q .9 r- S c o c v O U I:f) " �L � � � � -a n O d- co c: N (n \0 () �� cox _N Q) 0\ O 6 W Z .� Q C1 cD W W W 'a U _ cn B 9"t,4y x fl Z 0 AV t#v, , z (� IV ��0 04 ? W ki tl49►IV', 0 z 0 -J U D _j J m Q 'O Z W °w �- W Q� n " O w ��m W > Q� � W cn Ov<-, Z z cy Oq W w4q � �--- > IL&. z Q �,, w DL o 0U 200 ? Ucy � a IL Q Q Q to Q_ Z '- O U �N Q Q ^W, L_Ic DRAWN AK CHECKED CAG DATE JUNE 29, 201) SCALE I" = 30' SHEET C12 OF 33 SHEETS N RUNOFF WATER WITH SEDIMENT GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER SEDIMENT SPECIFIC APPLICATION GRAVEL�(12 "MIN. DEPTH) FILTERED WATER WIRE MESH THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER RUNOFF WATER SEDIMENT j CONCRETE GUTTER III / r 12" WIRE MESH FILTERED WATER X IV,. x F - fair ` P 6 Per � P ��cy I'c�� l l � Ile , Xe X _ ' Xx�nJjX� L ;Low $PA _ o what Poorly Drab M,Pt Mc r tea Pctorl . I7 itt ci PD , Poorly Di 4irie x 3E<�j5c x � - X„',Vf x Xx Mill 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PLATE. 3.07 -2 SOURCE: VA, DSWC PERMANENT SEEDING TABLE 3.32 -A CHARACTERISTICS OF COMMONLY SELECTED GRASSES KEY �. Annual P Pvr+�ttxaiaal C fool Season, Plant W !a'f't {�i Seasoat Plant �: C�cr�xi F - fair ` P 6 Per � P ��cy I'c�� l l � Ile , Medium L ;Low $PA _ o what Poorly Drab M,Pt Mc r tea Pctorl . I7 itt ci PD , Poorly Di 4irie '9 'MAINTENANCE { CCM ©N NAME a5 E f- .Q1 J1Rr- vilN' rS REMARKS (Botanical Name) ca+ .a ,+ fI € ,2 *"., o u 0 a 1J 1" fa, 4 Butter suited for key n TALL FESCUE (Festuca P C 5,5- 10 -14 60 -$5 F )~ tvt SPD 225K 1_esw when used rot Orcasion Control ar uadinacea) 6.2 w:>sion, C.Mtrol; iaigh tataal rough turf Mien ,i3e fat laAn alaplicaatiort, TALL FISGUiS (Improved) P C 5.5- 10-14 60 -85 1~ G M SPD 220K Resfxant(s well to For g.:tts"rzrat 6.2 ingh ttaaanteriance. lawn aad fine VCIA I Dat. Needs fertile soil.; Ektullent tcrr fi= Sew l KENTUCKY BLUEGRASS P C 6.0- 14 60 -75 G P h1 SPIN 2.2m favofable atacaisture, turfs- takes traffic, e:,°ui,ta~trt (Pua pra(ense) 6.5 R+'a U[res Several 1110 Ring. Poor VCI,k yearn to b v:trraae avoll elrought1ho t list, established toleriamo. May be dadAed to See PERENNIAL RYEGRASS P C 5.8- 7 -10 60-75 P F bf -1-1 SPD 227K Will tolerate taaafl'ic, rtaixts. �;.�ua`eeut (Loliurn pereaane) 6,2 Iaaalaaoale VCIA varletio wilt last, l- rtorari Well call y°eaar. KEY �. Annual P Pvr+�ttxaiaal C fool Season, Plant W !a'f't {�i Seasoat Plant �: C�cr�xi F - fair ` P 6 Per � P ��cy I'c�� l l � Ile , Medium L ;Low $PA _ o what Poorly Drab M,Pt Mc r tea Pctorl . I7 itt ci PD , Poorly Di 4irie CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4 "X4° 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 1 r C:� FLOW 1=1111 Illii 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH G �III� 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW I� EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. �Illii PLATE 3 °07 -6 SOUHCE: Adapted from Installation of Straw and N'abric filter Barriers for Bediment Control, FLATS. J.Ub -1 Sherwood & Wyant TEMPO�A�Y SEEDING TABLL4' 331-C `I "EI44tPO AKY S,EEDING I'I,,ANT .ILNIA'I ERIA Sa SEEDENG kilaRS, AND Ot#.TES SEEDING RATE NOR iT `' sou l-111 PLA F 3t l l 5[l S11.5 2115 511 9/1 "SPECIE CfI ARAC� ERI IIC Acre IOrg? .tt °- to to to to to to 4130 till 1111 4/30 1 911 l ll15 OATS 3 bu, (up to 1.00 tbs,, 2 Ibis, x Uso spring varieties �� �,,, Noble). �. (AvLea sA v not lase than 50 lbs. RY0 2 bu.. (up to 110 tbs., 2.5 lbs. :X. x x - x Use for late fall aeeiut s, winter (Secale cereals= not to a thin 50 tbs.) covor, 'IoWri tes cold and low - ttroi�ttar'a. OERMAN MILLET 50 tbs. approx. I lb, x - - x waxul-slm= asatataal. Dios at first (Sel�aria itaalica frost. May t* added, to swivikr fault'. ANNUAL RYEGRASS" 60 lb-s. t1h tbs, x a� - � May Adele in mix& Will .olita matlti- tTcaraaazi) resew out of most stands. WEEPING 15 lbs. 5 t/i ozs, x m a X - wam-se oft Pe- rennial. May LO'JI'GRASS bunch Tolerates hest, dry slQpes aaud acid, infertile soils, May tm W&A to mixi.- KOREAN 25 tbs. approx. 1 ah x x x x oa-wn mulu al iegurne.. LBSPEl7EZA4 lies. Tolemtes acid soils. May bo Leas era eta sacs added to axes Northern Piedmont and Mountain region. See Plats 3.2.E -1 and Southern Piedmont and Coastal Plain. May be tlsed as a cover crop with spring seeding. d May be used as a cover crop witli fall seeding. May he planted between these Mates. ?44 - May pZ he planted between these dates, TEMPORARY DIVERSION DIKE Comnaeted Soil SOURCE: VA. DSWC 4 °5' min, ►1 PLATE 3,09 -1 NOTE: ��.1�:raaaxlc + r�fttt.t�j Erir;iaiuxing lte vic w R fereiw ' Details 1 °aye 3 at'+ Pave construction entrance for erosion control plaan,s A f l 4a -2A A PH..A T 'FOP _. GOJi��t .- r•G ?R( ..I! R 70' MIN �TOtl e G7tl` Tr�U tin t +t h SPI-V LT PAVED Ar CESS �4 WAC$- RACK / / 11 - Ex6TIN 1. q PAVEMENT l7. 12' MJN, dma *&4U:5a LX TEND FULL WIDTH d4i Tt� 3Efii%�EPJT OF INGRESS AArL3 e tee ° =S TRAPPING DD1tCE OPta�rl0.� AN 3fTIVE. DRAINAGE SEEMNIENT EPPING De'!Ii E FI!1CR CLOT14 --' SECTION A —A A tat tai iumt water tat) of I inch tuaast be iaasta led NWft .a attiauaa unt I iucli ballcearl Alotoli t arl ,e stalipl�aat a " ri le II I$ e z a s attti nk4li 'tfir acleclaaatt coi tajat pressure. Wash wafter muNt be caaneel away from the eliU llce to an app ovcd settlivag, area to retaaove seftinaieiat. ,ill tiedi netat shall be prevented tiow vutetita -Mono tlraai is, etitclaeti or rt�atera otat °ses. �a "NO aCALk IF F'F,NCTNG AND ARC ORINC, DRIP LINE SNOW FEN BOARD FEI\ DRD FENC TIC FENCE CORRECT METHODS OF TREE FENCING I V V�V�V� V� 'IVY VIV�Y dY CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE REFER TO SHEET aC7 FOQ ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION � SEDIMENT CONTROL PLANS. EROSION C SEDIMENT CONTROL DETAILS ■ f2EVISIONS I BY U z Q 0 LL >(D L0 � �Q-orn� Q Q (D �� o U `n cn _j�o 'q CO (f) \0 0 � CO x rn o Z J W W W LL I ra tat GlNXA 4 � CD V rn 2 2 l c a s` oly`Y aQO V z_ C) M Q d °o > _Z 0) W °I.Lj U W Q 0 0 —J =�0as a M W > DI z Zgc0Q W ;a o U~ ° 0, Q DL DL CL Q Q Q Q— Z O U m" Q 0 W DC DQAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET OF 33 SHEETS 1992 2 3 3rd Sites that would be suitable for tow- rriainten anc e. vegetation include steep slopes, stream or a .",. channel banks, swine. c.anrzxxercia.l properties, uzad "utility turf areas such as rosedtiarzk,";. optimum nx 4 ax - `I'hc. sail an a disturbed site must be modified to provide an t revat:�i can i� F environment for seed germination and seedling growth. The surface soil must be loose enough for water infiltration and root penetration. The PH (acidity and alkalinity) of the soil must be such that it is not toxic and nutrients are available, usually between pH 6.0 -7.0. Sufficient nutrients (added as fertilizer) must be present. After seed is in place, it mot be p-LQ -r ted wi h a mukh 1p old moisture and x1i s ti r kAlr Mr & end to prevent erosion while seedlings gfS growin =. The addition of time is equally as important as applying fertilizer. Lime is best known as a pH, or acidity, modifier, but it also supplies calcium and magnesium which are plant nutrients. Its effect on pH snakes other nutrients more available to the plant. It can also prevent aluminum toxicity by making aluminum less soluble in the soil. Many soils in Virginia are high in aturninum, which stunts the growth of plant roots. MAINTENA.IF: Even with careful, well - planned seeding operations, failures can occur. When it is clear that plants have-not ,germinated on an area or have died, these areas must re n be seeded immediately to prevent erosion damage. However, it is extremely important t to determine for what reason germination did not take place and make any corrective action necessary prior to reseeding the area. Healthy vegetation is the most effective erosion control available. Selection of Plant Materials 1. Selection of plant materials is based on climate, topography, soils, land use, and planting season. To determine which plant materials are best adapted to a specific site, use Tables 3.32 -A and 3.22 -B which describe plant characteristics and list recommended varieties. 2. Appropriate seeding mixtures for various site conditions in Virginia are given in Tables 3,32 -C, 3.32 -D and 3,32 -E. These mixtures are designed for general use, and are known to perform well on the sites described. Check Tables 3,32 -A and 3.32 -B for recommended varieties. 3. A more extensive description of plant materials (grasses and legumes), their usage and pictorial representation can be found in Appendix 3.32 -c. 4. When using some varieties of turfgrasses, the Virginia Crop Improvement Association (VCIA) recommended turfgrass mixtures may also be used. Consumer protection programs have been devised to identify quality seed of the varieties recommended by the Virginia Cooperative Extension Service. These will bear a label indicating 111-293 l 9l� -)- 3,32 that they are approved by the Association. Mixtures may be designed for a specific physiographic region or based on intended use. Special consideration is given to plant characteristics, performance, etc. 1992 3,31 �I�Icl�ic u ► ' 7 ° t uLigr.rrtonthi shall. tt err in f' l ' y wt a r •try r • clt_nng he t a ire airs e d be mulched according to MULCH LNG, Std. � Spec. 5 except that l drama le es (fiber mulch) will not be considered adequate. Straw mulch should be used during these periods. 2. Temporary seedings made under favorable soil and site conditions during optimum: spring and fall seeding dates may not require mulch. - Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re- seeded as soon its such areas are identified. TABLE 3.31 -8 Af:CEFFABLE TEMPORARY SEEDING PLANI' MATERIA rS "QUICK REFERENCE FOR ALL, REGIONS" .Planting Qaq,�s Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug 31 Source: Va. DSWC Species 50/50 Mix of Annual Ryegrass Cereal (Winter) Rye (Seale coreale) Annual Ryegrass (LolivaL multi- florum) German Millet (Selgria itali„gik) 111-287 Rate ftlLnw so- too ZIUMM f 50 1.992 13' t- - Soils on thy- Riedfriont tateau rise hi l variable. They tend to lie, :.�:�..,� p gh y 7 Shallow, with Clayey sub'soll5. Piedmont soils are low in phosphorus. Soils derived from rnzcaz schist are highly erodible, 'I"'opography is follin g and hill,. The, s z hern Y Piedmont has rnuch the same climate as the Coastal Plain. Often referred to as the "transition zone " in planting, Contains areas that will support both warm or caged season grasses, alaclzi arxd Blue Ridge, Region - '?iris region is divided into plateaus, Mountains, and narrow vta:lleyi, Soils tend to be shallow and acrid, and ratty erode rapidly on steep slopes. Shaley slopes are often utistablef and droughty. This area is colder and drier than the rest of the State:. The rugged topography makes plant establishment difficult. Cool season grasses are normally specified in this region. 501 On the whale, soils in Virginia always require some nitrogen (N) fertilization to establish plants. Phosphorus (P) and potassittnt (K) are usually needed, Except Corr soitte small ocket:a of shallow limestone soils lime is universally needed.. F y Soils can be modified with lime and fertilizet�, but climate cannot be controlled, For this reason, the State has been divided into two major climatic:. regions, referred to as the 1 Northern Piedmont and Mountain Re i in and the Southern t d nont and Coastal Plain Region, for grass and legume selection (see snap, Plate 3.32 -2): Microclirnate, or localized climate conditions, can affect plant growth. -A ;south - facing slope i . s drier e and hotter than anorth- facing ;slope, and may require drought-tolerant plants. Shaded areas require shade - tolerant plants; the windward side of a ridge will be drier than the leeward, etc. A prime consideration in selecting; which plants to establish is the intended use of the land. All of these uses - residential., industrial, commercial, recreational - can. be separated into two major categories: high - maintenance and low - airneDance, High- maintenano argo will be mowed frequently, limed and fertilized regularly, and will either receive `n n ece e t to se use (e.g., athletics) or require maintaining to an ae sthetic standarrl. (home lawns). Grasses used for these situations roust be fine- leaved. and attractive in appearance, able to foam ti ght sod, and be long-lived perennials. They must be well-adapted to the geographic area where they are placated, because constant mowing puts turf under great stress. Sites where High - maintenance vegetative cover is desirable include homes, industrial parks, schools, churches, athletic playing surfaces as well as some recreational areas, lay -- tettance; areas will be mowed infrequently or not at all; lime and fertilizer may not be applied on a :regular basis; the areas will not be subjected to intense use, not required to have a uniform appearance. These plants must be able to persist with little maintenance over long periods of tittle. Grass and legume mixtures are favored for these sites because legumes are capable of fixing nitrogen from the air for their own use, and the use of the plants around them;. Such mixed stands are better able to withstand adverse conditions, 111-292 1992 3 31 1. Urrx it r w evaluation should be conducted to determine it Linter is riccessary for temporary seed ng. In inost :Sails, it takes gap to ti rtionths for a pal aadjustrue ra to occur .following the application iC .rlii ation of lkrle. There,f6re, it may be difficult to justify tine cost of l ix g � t . F o a na site, especiall , when r the soil wt ll later be moved and d regraded. ?lye; following table may be used to determine the actual need along with suggested application rates. TABLE 3.314 LIMING iE 3il \J M y 7 FOR "TEMPORARY SITES Reconuriended Application R 1 'Al, I Qf Ag rttic below 4.2 3 torts per acre A 4.2 to 5.21 2 tons per ;acre 5.2 to 6 1 taut per acre Source: Va.. DSWC 2. Fertilizer: Shall be applied: as 600 lbs. /acre of .10 -20 -10 (14 lbs./1,000 sq, ft.) or equivalent nutrients. I.Jme and fertilizer shall be incorporated into the top 2 to 4 inches of the soil if possible, 3. i : if the area has been recently loosened or disturbed, no further roughening is required., When the area is compacted, crusted, or hardened, the snail surface shall be loosened by discing, raking, harrowing, or other acceptable means (see SURFACE ROUGHENING, Std. & Spec. 3,29). 4. `I� s to Tracking with bulldozer cleats i.s most effective can sandy soils. This practice often causes undue compaction. of the soil surface, especially in clayey soils, and does not aid plant growth as effectively as other methods of surface roughening. = Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than I � inches deep. Small seeds, such as Kentucky Bluegrass, should be planted no more than 1/4 inch deep. Other Grasses and Legumes should be planted from 1/4 inch to 1/2 inch deep: 1,11-286 1992 :3,:32 1. Disturbed areas here i err. n_ nert long-lived lircd vegetative et at t, � cover is ne od to s tabtlaze the sail. 2. Rough- graded areas which Nvill not be brought to final grade for a year or more. tt1Tsl�t Vegetation controls r erosion, to 1 . e ,: � co zt ails ., os r� b reducing the velocity atxd tla,. voluane of overland flci,v and y g protecting the bare snail surface from raindrop impact. Areas which must be, stabilized rafter the land has been disturbed require vegetative cover, o l _ 'The most coiTunurt aand econuaiical means of establishing this cover is by seeding grasses and legumes. Permanent vegetative covers must nee }eat the requirements. cif Mini hum Standard 1 Advantages or seeding over other means o 8 8 m ns f establishing plants include the srrza;li initial establishment cost, the wide variety of grasses and legurnes available, low labor requirement, and ease of establishment in difficult areas. Disadvantages which .must be dealt with are the potential for erosion during the establishment stage, a tweed to reseed arias that fail to establish, limited periods during the year suitable for seeding, the potential need for weed control during the establishment phase, arid a need for water arrcl appropriate climatic conditions during germination. There are variables e so many a y a abler tie plant growth that an egad product cannot be guaranteed. Much n n i 1 ca be done n the F aianitag stages to increase the chances for successful seeding. Selection of the right plant materials for the site, good seedbed preparation, and conscientious maintenance are important. FI ;ECTING PLANT MA"I°FRIAL.S: The factors affecting plant growth are climate, soils, and topography. In Virginia, there are three major physiographic regions that reflect . changes in soil and topography. In selecting appropriate plant materials, one should take into account the c=haracteristics of the physiographic region in which the project is located (seen Plate 3.32 -1), PIJ YSI4QCiRAPI11 _RECAQ NS: - Coaslgl Ilion - Soils on the Coastal Plain are deeply weathered, stratified deposits of sand and clay. They are generally acidic and low in plant nutrients. The sandy soils are heat and droughty in summer. This region receives more rain and is warmer than the other regions of the state. The land is fairly level, and matey areas are poorly drained, 'Warm season grasses traditionally perform'well in these areas. III - 290 1992 PERMANENT 3,32 Defulino The establishment of pereruial vegetative cover or disturbed are as by plan. tin seed. apt c 1. TO reduce erosion, aa.xd decrease sediment yield from disturbed areas. 2. To permanently tabilize disturbed areas lit a manner that is economical, adaptable r.. y , - , , ,, a materials, rt- 1 r tt slate plant n ate als, to site conditions, and allows selection. r r atf the most a.pprop p 1 To improve wildlife habitat. 4. To enhance natural beauty, 111-289 1992 3,31 1 ` 92 3.31 Conditions Whore M exposed s zl si tdti .s are not to be fine -graded for periods longer than a 3 ( days, Such r� areas anc a -. la etc denuded arenas, ;gull stockpiles, dikes, clatrrs, sieges of sediment basins, tarnporaxry" roadbanks, etc, (see MS #1 and MS #2). A permanent ve=getative cover shall be applied to areas that will be left dormant for a period of more than I year. lawLtig Comtsideratiotas Sheet erosion c:auser,d b the impact of rain curt bare soil is t source c ' a i e the i% rnaist Erne rtacl : y 1 t F es in sn..darrtent, '1'0 .re=duce this sediment load in runoff, the soil surface itself should be protected.') rraost t ffic le nt ra rzn r t t; tad rill erosion is to "st�kbltslt v "' t v , Annual plaints winch sprout rapidly and survive for ott(y one growing season are suitable for establishing temporary vegetative cover. Temporary seeding is encouraged whcanever possible to aid in "controlling" construction sites. ° "1`e,frivol f seeding also prevents c=ostly trwintenaance operations on other erosion control systems. For example, sediment basin clean-outs will be reduced if the.; drainage area of the 1.,asiit is seeded c.r "fuse grading and construction are not taking; plaace, Perimeter dikes will be snore effective if not choked with sediment. Ter ipc rary seeding; is essential to preserve the integrity of e arthet_t structures used to control sediment, such as dikes, diversions, and the banks and darns of sediment basins.. Proper seedbed preparation grid the use of quality se=ed are important in this practice just as in permanent seeding. Failure to carefully follow sound agronomic recommendations will often result in an inadequate stand of vegetation that provides little or no erosion control. SDecitir i Prior to seeding,, install necessary erosion control practices such as dikes, waterways, and basins. Platat�T Select plants appropriate to the season and site conditions from - fables 3,31 -13 and 3.3.1 -C. Niue that Table 3.31 -f3 presents plants which can be used without extensive evaluation of site conditions; 'Fable 3.31 -C presents more in -depth information on the plaint materials. Seedbed•Preparation To control erosion. on bare soil surfaces, plants must be able to germinate and grow, Seedbed preparation is essential. 111-285 SM & � PEIG 3.31 TEMPORARY rf - licyrl The estaablistinietit of as temporary vegetative cover on disturbe d areas by seeding with appropriate rapidly growing annual plants. P r rpose s 1. 1 a reduce erosion and sedimentation by stabilizing disturbed areas that will not be brought to final grade for a period of more th" 30 clays. 8. downstream or off -site areas, and to 2. To reduce danza o frrrzxx sediment and runoff to cic provide protection to bare soils exposed during construction until permanent ,g ( 1 .Y ' r vegetation or ether erKasicirz control rne,asares can be established. 111-284 EPOSION � SEDIMENT CONTROL DETAILS REVISIONS pY U Z Q O C� Q (a) LL > to c o Q Q C Lm o U c0 � co icy d' 0 q (Z to \,C) 3: cc) v, rn o Z Q C J W W W a U �Intl��j�1A FJ rd ♦4 ep `t C` j o O 44�) tu . �0 Qtr g�� V Z_ 0 U CD d Q > Z W Ow �- w Q-,,, > " �oCO DL - z o � z� Co ZUOQ W� n (� �--- ] F- oL O 0 WJz J o�oo I- w z U pL QC � Q 4C a Qa Q 1.0 0 U m" W -J Q W D1 DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C15 OF 33 SHEETS El 1992 3.39 STD & SPEC 3.39 DUST CONTROL oc Definition Reducing surface and air movement of dust during land disturbing, demolition and construction activities. purple To prevent surface and air movement of dust from exposed soil surfaces and reduce the presence of airborne substances which may present health hazards, traffic safety problems or harm animal or plant life. (_'onatttons Where rractrce Applies In areas subject to surface and air movement of dust where on -site and off -site damage is likely to occur if preventive treasures are not taken. 1992 III - 414 Planninit Considerati 3.39 Construction activities inevitably result in the exposure and di sturb an ce o f soil. Fugitive dust is emitted both during the activities (i.e., excavation, demolition, vehicle traffic, human activity) and as a result of wind erosion over the exposed earth surfaces. Large quantities of dust are typically generated in "heavy" construction activities, such as road and street construction and subdivision, commercial or industrial development, which involve disturbance of significant areas of the soil surface. Research of construction sites has established an average dust emission rate of 1.2 tons /acre /month for active construction. Earth- moving activities comprise the major source of construction dust emissions, but traffic and general disturbance of the %toil also generate significant dust emissions. In planning for dust control, limiting the amount of soil disturbance at any one time should be a key objective. Therefore, phased clearing and grading operations and the utilization of temporary stabilization in accordance with MS # 1 can significantly reduce dust emissions.. Undisturbed vegetative buffers (minimum 50 -foot widths) left between graded areas and protected areas can also be very helpful in dust control. Tem op racy Measures Used During Construction 1. Vegetative Cover . In areas subject to little or no construction traffic, a vegetatively stabilized surface will reduce dust emissions (see TEMPORARY SEEDING, Std. & Spec. 3.31). 2. Mulch - When properly applied, mulch offers a fast, effective means of controlling dust. Not recommended for areas within heavy traffic pathways. Binders or tackifiers should be used to tack organic mulches (see MULCHING, Std. & Spec. 3.35). 3. Tillage - This practice is designed to roughen and bring clods to the surface. It is an emergency measure which should be used before wind erosion starts. Begin plowing on windward side of site. Chisel -type plows spaced about 12 inches apart, spring - toothed harrows, and similar plows are examples of equipment which may produce the desired effect. 4. Irrigation - This is the most commonly used dust control practice. Site is sprinkled with water until the surface is wet Repeat as needed. It offers fast protection for haul roads and other heavy traffic routes. 5. Spmy -On Adhesives - Tremendous progress has been made in recent years in the development of products of this type. Most are effective on "mineral" soils and are ineffective on "muck" soils. These coherics are derived from a variety of compounds, both organic and synthetic based. Many of the adhesives will withstand heavy traffic loads. The organics include derivatives from pine tar and vegetable gum; synthetics may be acrylic or petroleum based. 111-415 1492 3-39 The following table list various adhesives and provides corresponding information on mixing and application: Source: Va. DSWC 6. Stone - Stone can be used to stabilize roads or other areas during construction using crushed stone or coarse gravel (see CONSTRUCTION ROAD STABILIZATION, Std. & Spec. 3.3). 7. i r - A board fence, wind fence, sediment fence, or similar barrier can help to control air currents and blowing soil. Place barriers perpendicular to prevailing air currents at intervals of about 15 times the barrier height. Where dust is a known problem, existing windbreak vegetation should be preserved. 8. Calcium Chloride - This chemical may be applied by mechanical spreader as loose, dry granules or flakes at a rate that keeps the surface moist but not so high as to cause water pollution or plant damage. Application rates should be strictly in accordance with suppliers' specified rates. III - 416 SEDIMENT BASIN SCHEMATIC ELEVATIONS CREST DESIGN HIGH WATER (25 -YR. STORM ELEV.) L V I MN, LO' CREST ::'..': -RISER / DEWATERNG SEDIMENT CLEANOUT POINT I I (" WET " STORAGE REDUCED TO 34 C.Y✓ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY TABLE 3.39 -A DESIGN HIGH WATER ADHESIVES USED FOR DUST CONTROL MIy 20' f Water MIN, 3.0' Application LO' Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons /Acre Anionic RISER CREST 7 CY✓ AC Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 115:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non - Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (367.0) DESIGN ELEVATIONS WITHOUT (Traffic) 3.5 :1 Coarse Spray 350 Source: Va. DSWC 6. Stone - Stone can be used to stabilize roads or other areas during construction using crushed stone or coarse gravel (see CONSTRUCTION ROAD STABILIZATION, Std. & Spec. 3.3). 7. i r - A board fence, wind fence, sediment fence, or similar barrier can help to control air currents and blowing soil. Place barriers perpendicular to prevailing air currents at intervals of about 15 times the barrier height. Where dust is a known problem, existing windbreak vegetation should be preserved. 8. Calcium Chloride - This chemical may be applied by mechanical spreader as loose, dry granules or flakes at a rate that keeps the surface moist but not so high as to cause water pollution or plant damage. Application rates should be strictly in accordance with suppliers' specified rates. III - 416 SEDIMENT BASIN SCHEMATIC ELEVATIONS CREST DESIGN HIGH WATER (25 -YR. STORM ELEV.) L V I MN, LO' CREST ::'..': -RISER / DEWATERNG SEDIMENT CLEANOUT POINT I I (" WET " STORAGE REDUCED TO 34 C.Y✓ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY SOURCE: VA. DSWC RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING YETHYLENE CAP GENERAL EROSION NOTES A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THE EROSION AND SEDIMENT CONTROL PLAN, THE STANDARD DETAILS, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN AND THE STATE OR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP, ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION, D, BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE, CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. E. THE EROSION AND SEDIMENT CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READLY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR CHEMICAL SPILLS AND LEAKS. J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. PLATE. 3.14 -2 K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 369,5 4 DIA. DEPTH TACK WELD VARIES AS t - -- PERFORATED POLYETHYLENE FOQ1 Y . \ z:--- DRAINAGE TUBING. DIAMETER STORAGE VARIES (SEE CALCULK�I ATS N -� APPENDIX 3.14 -A) - I I - 3682 ERNCO -STYLE ' COUPLING S F ORAGE DEWATERNG ORFICE, SCHEDULE 40 STEEL STUB I-FOOT MNMUM. DIAMETER VARIES (SEE CALCULATIONS N CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE, DEWATERNG DEVICE TO BE INSTALLED DURING EROSION CONTROL PHASE. UPON COMPLETION OF EROSION CONTROL, CONTRACTOR SHALL REMOVE DEWATERING DEVICE AND PLUG THE HOLE MADE DURING INSTALLATION OF DEWATERNG DEVICE, NOTES WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERNG ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC 1992 n 3.35 1. Permanent Vegetation -The application of PERMANENT SEEDING (see Std. & Spec. 3.32) and saving existing trees and large shrubs can help reduce soil and air movement from construction sites. 2, Stone - Crushed stone or coarse gravel can be used as a permanent cover which will provide control of soil emissions. 373.0 STRUCTURE (BASNBOTTOtW -- - 111 =I II -I II -I II -I II -I II -I II -I II- 111 = III -III -I I I1-I I I-I I I I I-1 I I =11 IEI I I =1 I I =1 I I =1 I =1 11 =1 I I =1 I I =1 I I =1 11: -1 � 1-111 I I 1 -1 I =1 11-1 11-1 11 -1 I I -I 11 =1 11 -1 I I -I 11 =1 11-I 1 11-1 11=1 I I I I =1 11 =1 11=1 11 =1 1 1EE1 11 =1 11 =1 11 =1 11 =1 11=1 11 =1 I I: -II1=1II III -III Ell I - III- 1II- 111 -111 -111 -111 - III -III -I INV. ot� " ,� III_IIIII111 III - III =111= III -111= III - 111=111=111-111 -111 -III: 125 LF OF EXISTING 42' CLASS V RCP = 111 =111 = 1 =--- - - - - -- I I I III - III -III -I - 1 11=1 I I =1 I- =111 =1 11=1 11=1 I IM 11 =1 I EEI 11 =1 11 =1 11 =1 11 =1 I I 1 -111 -1 11=1 11=1 11=1 11=1 I Ed 11-1 I 1 -1' -1 I I-I 11- 111 =1 I I -I I' =1 11 =1 11 =1 1 1=111 - BASIN DETAIL NTS LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE EROSION AND SEDIMENT CONTROL PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 7 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL. BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPE +.;7 SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LA T E:fP THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND /OR LANDSCAPE PLAN. O. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT `jUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS /EGRESS LOCATIONS AS PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADVVAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, Q. CONTRACTORS OR SI BCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. R. ON -SITE E OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES, STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE THE EROSION AND SEDIMENT CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. PLATE. 3.14 -15 S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONT12ACTOQ SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. AND POLLUTANT DISCHARGE U. ALL SLOPES 3:1 AND STEEPER SHALL RECEIVE A CURLEX EROSION CONTROL BLANKE=T. 0 0 C A r�1 c D I d/1 v s m _w A 0 i ANTI- VORTEX DEVICE DESIGN PRE RELIEF ^/\ HOLE I72' DIM. A O O PLAN VIEW D-72' -Mrs TACKWELD 1 TOP STIFFENER (IF REQUIRED) T IS- X -X -ANGLE WELDED TO TOP AND ORIENTED PER - PENDICULAR TO CORRUGA H -21" 8" MINA u6 X 12`- s ;:::......:x; :s;•;:: •;:: <•zs:;;•;sa iF >z; is gg PACER BAR SUPPORT BAR SIZE YPI AL (tt 6 REBAR MI RISER DIAMETER EXISTING STRC. 1 SECTION A -A ISOMETRIC TIONJ, TOP IS 14 GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS 6 _ GAGE CORRUGATED METAL PIPE OR FABRICATED FROM /8` STEEL PLATE. NOTES; I, THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2, SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER, MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: I. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED, 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE -HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A C DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH AS SHOWN IN DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4, THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED PLANKET. 5, CONSECUTIVE BLANKETS SPLICED DOWN THE S(, %JE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6. PLACE STAPLES /STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. tJOTES: 11. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION. EROSION CONTROL BLANKET (SLOPE INSTALLATION) Ecg N.T.S. SAFETY FENCE PERSPECTIVE VIEW 373.0 DESIGN HIGH WATER (25 -YR. STORM ELEV) MIy 20' f 3710 MIN, 3.0' MN. 0.51 MIK LO' 67 C.Y✓ AC. 370.0 DRY STORAGE '. ................. Y• Y•. YYYY• Y• Y•Y.Y•�Y /�Y•Y•Y•Y•Y•Y•Y•Y•�,�•_ RISER CREST 7 CY✓ AC ' WET - STORAGE DEWATERNG DEVICE (368.1) 365.0 SEDIMENT CLEANOUT (367.0) DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR, EVENT) SOURCE: VA. DSWC RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING YETHYLENE CAP GENERAL EROSION NOTES A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THE EROSION AND SEDIMENT CONTROL PLAN, THE STANDARD DETAILS, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN AND THE STATE OR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP, ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION, D, BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE, CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. E. THE EROSION AND SEDIMENT CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READLY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR CHEMICAL SPILLS AND LEAKS. J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. PLATE. 3.14 -2 K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 369,5 4 DIA. DEPTH TACK WELD VARIES AS t - -- PERFORATED POLYETHYLENE FOQ1 Y . \ z:--- DRAINAGE TUBING. DIAMETER STORAGE VARIES (SEE CALCULK�I ATS N -� APPENDIX 3.14 -A) - I I - 3682 ERNCO -STYLE ' COUPLING S F ORAGE DEWATERNG ORFICE, SCHEDULE 40 STEEL STUB I-FOOT MNMUM. DIAMETER VARIES (SEE CALCULATIONS N CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE, DEWATERNG DEVICE TO BE INSTALLED DURING EROSION CONTROL PHASE. UPON COMPLETION OF EROSION CONTROL, CONTRACTOR SHALL REMOVE DEWATERING DEVICE AND PLUG THE HOLE MADE DURING INSTALLATION OF DEWATERNG DEVICE, NOTES WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERNG ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC 1992 n 3.35 1. Permanent Vegetation -The application of PERMANENT SEEDING (see Std. & Spec. 3.32) and saving existing trees and large shrubs can help reduce soil and air movement from construction sites. 2, Stone - Crushed stone or coarse gravel can be used as a permanent cover which will provide control of soil emissions. 373.0 STRUCTURE (BASNBOTTOtW -- - 111 =I II -I II -I II -I II -I II -I II -I II- 111 = III -III -I I I1-I I I-I I I I I-1 I I =11 IEI I I =1 I I =1 I I =1 I =1 11 =1 I I =1 I I =1 I I =1 11: -1 � 1-111 I I 1 -1 I =1 11-1 11-1 11 -1 I I -I 11 =1 11 -1 I I -I 11 =1 11-I 1 11-1 11=1 I I I I =1 11 =1 11=1 11 =1 1 1EE1 11 =1 11 =1 11 =1 11 =1 11=1 11 =1 I I: -II1=1II III -III Ell I - III- 1II- 111 -111 -111 -111 - III -III -I INV. ot� " ,� III_IIIII111 III - III =111= III -111= III - 111=111=111-111 -111 -III: 125 LF OF EXISTING 42' CLASS V RCP = 111 =111 = 1 =--- - - - - -- I I I III - III -III -I - 1 11=1 I I =1 I- =111 =1 11=1 11=1 I IM 11 =1 I EEI 11 =1 11 =1 11 =1 11 =1 I I 1 -111 -1 11=1 11=1 11=1 11=1 I Ed 11-1 I 1 -1' -1 I I-I 11- 111 =1 I I -I I' =1 11 =1 11 =1 1 1=111 - BASIN DETAIL NTS LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE EROSION AND SEDIMENT CONTROL PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 7 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL. BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPE +.;7 SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LA T E:fP THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND /OR LANDSCAPE PLAN. O. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT `jUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS /EGRESS LOCATIONS AS PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADVVAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, Q. CONTRACTORS OR SI BCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. R. ON -SITE E OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES, STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE THE EROSION AND SEDIMENT CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. PLATE. 3.14 -15 S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONT12ACTOQ SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. AND POLLUTANT DISCHARGE U. ALL SLOPES 3:1 AND STEEPER SHALL RECEIVE A CURLEX EROSION CONTROL BLANKE=T. 0 0 C A r�1 c D I d/1 v s m _w A 0 i ANTI- VORTEX DEVICE DESIGN PRE RELIEF ^/\ HOLE I72' DIM. A O O PLAN VIEW D-72' -Mrs TACKWELD 1 TOP STIFFENER (IF REQUIRED) T IS- X -X -ANGLE WELDED TO TOP AND ORIENTED PER - PENDICULAR TO CORRUGA H -21" 8" MINA u6 X 12`- s ;:::......:x; :s;•;:: •;:: <•zs:;;•;sa iF >z; is gg PACER BAR SUPPORT BAR SIZE YPI AL (tt 6 REBAR MI RISER DIAMETER EXISTING STRC. 1 SECTION A -A ISOMETRIC TIONJ, TOP IS 14 GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS 6 _ GAGE CORRUGATED METAL PIPE OR FABRICATED FROM /8` STEEL PLATE. NOTES; I, THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2, SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER, MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: I. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED, 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE -HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A C DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH AS SHOWN IN DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4, THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED PLANKET. 5, CONSECUTIVE BLANKETS SPLICED DOWN THE S(, %JE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6. PLACE STAPLES /STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. tJOTES: 11. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION. EROSION CONTROL BLANKET (SLOPE INSTALLATION) Ecg N.T.S. SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC i ................. Y• Y•. YYYY• Y• Y•Y.Y•�Y /�Y•Y•Y•Y•Y•Y•Y•Y•�,�•_ I g PERSPECTIVE VIEW PLASTIC FENCE SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC PERSPECTIVE VIEW METAL FENCE PLATE. 3.1 -1 EROSION E SEDIMENT CONTROL DETAILS 2EVISIONS I 6Y_) U Z Q O LL U Q N �Q o rnCO Q 0 Q) o U Lncc� aJ, o�00 C 3� cc) X 4- v� Cr Z_N Q o W W W 01 LL ii. log �4� ,•(' o 0�v � s� 2 ,, u i ty �4L0 .t tJ Z_ Q CD Q d O > Z W 0' 3:'- W , _ O00 W > Z W 0 Q ~ pUSLU C), r> I ��o U �- -� Gw °� DC DC a a Q Q Q a_ Z )_ Q U M� -J Q W 01 DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C16 OF 33 SHEETS i M g PERSPECTIVE VIEW METAL FENCE PLATE. 3.1 -1 EROSION E SEDIMENT CONTROL DETAILS 2EVISIONS I 6Y_) U Z Q O LL U Q N �Q o rnCO Q 0 Q) o U Lncc� aJ, o�00 C 3� cc) X 4- v� Cr Z_N Q o W W W 01 LL ii. log �4� ,•(' o 0�v � s� 2 ,, u i ty �4L0 .t tJ Z_ Q CD Q d O > Z W 0' 3:'- W , _ O00 W > Z W 0 Q ~ pUSLU C), r> I ��o U �- -� Gw °� DC DC a a Q Q Q a_ Z )_ Q U M� -J Q W 01 DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C16 OF 33 SHEETS I 2 4 5 6 7 8 7 21 w DL Q W Q Z J = J 0 0 1 (n C i co i } Z ZZZ� Z L~LJ� W� �Q W� �0O DL zcj0 OU)IO cn z�°0 ��I� z�10 UIC9 F— W Ic1) Z {— c� W = F cn W �t WDcz ��� Qo Q I—�� QOo 11 zoo 0O �o >D[ Di os >� moo? W� C9 > Dc Q C9 > Dc 0 > Dc 400 400 380 c°n 380 380 1 I � PROPOSED I 1 GRADE PROPOSED RAISE TOP OF GRADE EX. MANHOLE PROPOSED I TO ELEV. GRADE 374.0 f4" NDPE FROM RAISE TOP OF �__.� FILTERRA (F3) EX. MANHOLE TO 4" NDPE FRO IE IN= 371.76 ELEV. 374.0 z FILTERRA (FI) 390 390 370 W IE IN= 371.33 4" NDPE FROM 370 370 o FILTERRA (F2) W IE IN= 371.25 RETAINING U) W QI 15" RCP 2" DIA HOLE SHALL IE IN 368.7 BE BLOCKED UPON Q / � EXISTING COMPLETION OF EXISTING GRADE z 2" DIA HOLE SHALL- / GRADE EROSION CONTROL. EXISTING% BE BLOCKED UPON GRADE COMPLETION OF -- BACKFILL MATERI L EROSION CONTROL. BACKFILL MATERIAL REFER TO VDOT REFER TO VDOT DETAIL 107.01 DETAIL 107.01 I Ij 380 380 360 360 360 ------------- - - - - -- - - - - - -1 I 15" RCP i IE IN =361.5 I I I I I I I 370 370 350 350 350 EX. 42" -�- RCP 36" RCP IE IN 346.26 �I _ _ Lo co I� 2' DEEP -- _ z O I RIP -RAP _ I E6 1 N3 6.26 W -- - - -w EX. 42" RCP 2' DEEP 77 LF OF 15" RIP -RAP RCP (CLASS ill) �D 1.43% SLOPE \6 61 0 rn 1 Qo = 4.05 CFS __ I'n � co c° it co cc Vn = 3.3 FT /S �° oz 0 0z 0 360 360 340 W W W 340 W W W 44 LF OF 15" 147 LF OF 15" 85 LF OF 15" 41 LF OF 15" 35 LF OF 15" RCP (CLASS V) RCP (CLASS III) RCP (CLASS III) RCP (CLASS 111) RCP (CLASS 111) o 9.66% SLOPE o 1.8% SLOPE o 0.88% SLOPE ® 2.44% SLOPE ® 0.86% SLOPE Qio = 4.81 CFS Q,o = 2.28 CFS CQb = 2.36 CFS Qo = 0.54 CFS Qo = 0.58 CFS V,o = 4.58 FT /S V,o = 4.89 FT /S Vio = 3.7 FT /S V�o = 1.5 FT /S V,o = 0.53 FT /S NOTE TO CONTRACTOR: CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVERTS OF EXISTING STORM PIPE SYSTEM PR10� TO CONSTRUCTION, IF ANY DISCREPANCIES ARE DETERMINED, CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. SCALE: HORIZONTAL SCALE: I" = 30' VERTICAL SCALE: I" = 3' STOPM DPAIN PPICIFILES � = cn 0� W �� W w �- U ~� Q .. � �_�� � W� cWn � W�0 �cnl I— �I � �p J �I � U Q` F - z�z �o� Q Q Qo� zo �WW Qp� � >DC � �W � >D[ Z z �pl- U�o � cQn I �QO U >1 I I 15" RCP I - INV IN= 391.65 I 1 (FROM CATCH BASIN PROPOSED STORMFILTERttD GRADE I / / 10" NDPE � ROOF DRAIN � INV IN =393.3 12" NDPE INV IN =387.7 � TAINING — FROM MAN OLE � ALL STORMFILTE tt2 4" NDPE ROM I FILTERRA F4 � F5) IE IN =390.9 1 I I EXISTING GRADE I I I� I BACKFILL MATERIAL REVISIONS I E3 U z LL LL z CQ G Q LL 0 Z Q J W W D[ � O Q o 0"00 -6 oU cnN (17 d- C co x N � C O W lift Y V z 0 —j U J m Q d a CY 3: C) LLJ o cy > za ll-1 o w °W °� nnQ Q Q U mM .� Q Q W DC C17 DRA���� AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET OF 33 SHEETS 1 1 REFER TO VDOT I I DETAIL 107.01 �- 2' D DEEP RIP -RAP I I I � � z W t-- W �W o� z � I I 1 O I I � � 0 0 z Oz O O O O W WW U z LL LL z CQ G Q LL 0 Z Q J W W D[ � O Q o 0"00 -6 oU cnN (17 d- C co x N � C O W lift Y V z 0 —j U J m Q d a CY 3: C) LLJ o cy > za ll-1 o w °W °� nnQ Q Q U mM .� Q Q W DC C17 DRA���� AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET OF 33 SHEETS Y V z 0 —j U J m Q d a CY 3: C) LLJ o cy > za ll-1 o w °W °� nnQ Q Q U mM .� Q Q W DC C17 DRA���� AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET OF 33 SHEETS 3 9 J W Lo ZU) ci 0� Z0 <> 15" RCP IE IN= 362.54 36" RCP LD r O a C� 108 LF OF EXISTING 24" RCP ® 21.53% SLOPE Qio = 106.6 CFS Vio = 33.9 FT /S • l I i I I I I L� r" 1' II E 1 W Q O0\ WI Q Z 21 I N Z d� WN Oil oN RETAINING — 380 WALL IMN 350 36" RCP D 'p] I PROPOSED I- GRADE pI ui W / 3: z I�—EXISTING W W I GRADE I l mCD I Ini I II I II I I I I I > U I / I 18" CPP __ Ill I I IE IN 378.89 I I / I I I Q r � I I I I 0 I I w Q W Iy I I / I / I / I I / I --- REFER TO RETAINING WA EXISTING / GRADE PLANS FOR DETAILS. / / I I PROPOSED iFO �I co GRADE z 0 W W I / / � I / / I / 36" RCP I IE IN= 351.54 I � C, D z O W W 108 LF OF EXISTING 24" RCP ® 21.53% SLOPE Qio = 106.6 CFS Vio = 33.9 FT /S • l I i I I I I L� r" 1' II E 1 W Q O0\ WI Q Z 21 I N Z d� WN Oil oN RETAINING — 380 WALL IMN 350 36" RCP D 'p] I PROPOSED GRADE I / I I I�—EXISTING I GRADE I I I Ini I II I II I I I i II I I / I 18" CPP __ Ill I I IE IN 378.89 I I / I I I I r � I I I I I I I / I --- REFER TO RETAINING WA L PLANS FOR DETAILS. I i co iFO �I co z 0 W W 110 LF OF 36" RCP (CLASS V) o 8.71% SLOPE On = 16.9 CFS Vio = 6.7 FT /S I I I I I J -48" CPP IE IN 380.63 I II ,I I I I r iD IN EXISTING 24" RCP 390 370 360 350 340 W J 0 Z RAISE TOP OF EX: MANHOLE TO ELEV. 374.0 15" RCP IE IN 368.7 I I II ll EX. 42" RCP s d 0, 7 �9 _ T 1 r J (n W z w W w ., ° Q Q N_I � N_ F- ) _� Z�I W 4 W ° �— �— z ~ 1 J � ° } p d �� �� 0 ��� Q W��p F-- zl �j Z O� °I =DI (,7 Qp1� W QC� I I I I I I I I I I RETAINING WALL I I RETAINING WALL I I I PROPOSED - GRADE I I 2" DIA HOLE S ALL BE BLOCKED LPON EXISTING COMPLETION OF GRADE EROSION CONT OL. - _ , _ - - _ �- - \ 15" RCP _ IE IN = 362.54 15" RCP IE IN 361.5 EXISTING 24" PIPE ,___. IE I = 351.64 ��\ I n I 11 I I I I I I I \`-- -- -2' DEEP RIP -RAP rn 0 0 Lo N In I Lq t6 rn i I \0 c �7 _ d m ( dq I L co z Oz Oz 0: W W W W W W I 108 LF OF 36" RCP (CLASS V) ® 4.89% SLOPE Oio = 124.9 CFS Vio 17.7 FT /S 52 LF OF 36" RCP (CLASS V) ® 4.9% SLOPE On = 17.7 CFS Vio = 2.5 FT /S 59 LF OF 36" RCP (CLASS V) ® 4.08`b SLOPE On = 17.7 CFS Vio = 2.67 FT /S Cn N c� -- REFER TO RETAINING WALL PLANS FOR DETAILS. -36" RCIP o LJ X14 W J 0 QI� rn W D[ 390 8 F- W Z m0 0[ UIco w Iy EXISTING ,,,- -GRADE II PROPOSED I GRADE II II n I II I I II I II I I I II — 1 380 - 48" CPP IE IN 380.27 36" CPP — IE =365.5 Go Go O 0z O 360 W juw uj 50 LF OF EXISTING 48" CPP 1.54% SLOPE On = 5.98 CFS VQ = 2.63 FT /S CONVERT INTO GRATE INLET NOTE TO CONTRACTOR: CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVERTS OF EXISTING STORM PIPE SYSTEM PRIOR TO CONST2UCTION. IF ANY DISCREPANCIES ARE DETERMINED, CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. SCALE: HORIZONTAL SCALE, I" = 30' VERTICAL SCALE � I" = 3' STORM Df�AIN Pf�O�ILES REVISIONS � �3Y U z Q y' O G ` (D \0 Q o rn Q 4 (D b c� oU c�N �\0 (D Cf) \0 C co x 4- O Q) (b Z °' a� Q w IQ W QL U_ G /v r, 4Y .F o Olt O, V z_ J m Q QO > z W °� U UJ Q r > _j � �co z Z W �Q wa, , 'S > O oW QI 0 2 -moo U ~ —J o LU 7 DC QC a r1 QQ a 01 o U m" Q Q ui DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET CI(3 OF 33 SHEETS 108 LF OF 36" RCP (CLASS V) ® 4.89% SLOPE Oio = 124.9 CFS Vio 17.7 FT /S 52 LF OF 36" RCP (CLASS V) ® 4.9% SLOPE On = 17.7 CFS Vio = 2.5 FT /S 59 LF OF 36" RCP (CLASS V) ® 4.08`b SLOPE On = 17.7 CFS Vio = 2.67 FT /S Cn N c� -- REFER TO RETAINING WALL PLANS FOR DETAILS. -36" RCIP o LJ X14 W J 0 QI� rn W D[ 390 8 F- W Z m0 0[ UIco w Iy EXISTING ,,,- -GRADE II PROPOSED I GRADE II II n I II I I II I II I I I II — 1 380 - 48" CPP IE IN 380.27 36" CPP — IE =365.5 Go Go O 0z O 360 W juw uj 50 LF OF EXISTING 48" CPP 1.54% SLOPE On = 5.98 CFS VQ = 2.63 FT /S CONVERT INTO GRATE INLET NOTE TO CONTRACTOR: CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVERTS OF EXISTING STORM PIPE SYSTEM PRIOR TO CONST2UCTION. IF ANY DISCREPANCIES ARE DETERMINED, CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. SCALE: HORIZONTAL SCALE, I" = 30' VERTICAL SCALE � I" = 3' STORM Df�AIN Pf�O�ILES REVISIONS � �3Y U z Q y' O G ` (D \0 Q o rn Q 4 (D b c� oU c�N �\0 (D Cf) \0 C co x 4- O Q) (b Z °' a� Q w IQ W QL U_ G /v r, 4Y .F o Olt O, V z_ J m Q QO > z W °� U UJ Q r > _j � �co z Z W �Q wa, , 'S > O oW QI 0 2 -moo U ~ —J o LU 7 DC QC a r1 QQ a 01 o U m" Q Q ui DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET CI(3 OF 33 SHEETS 360 W juw uj 50 LF OF EXISTING 48" CPP 1.54% SLOPE On = 5.98 CFS VQ = 2.63 FT /S CONVERT INTO GRATE INLET NOTE TO CONTRACTOR: CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVERTS OF EXISTING STORM PIPE SYSTEM PRIOR TO CONST2UCTION. IF ANY DISCREPANCIES ARE DETERMINED, CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. SCALE: HORIZONTAL SCALE, I" = 30' VERTICAL SCALE � I" = 3' STORM Df�AIN Pf�O�ILES REVISIONS � �3Y U z Q y' O G ` (D \0 Q o rn Q 4 (D b c� oU c�N �\0 (D Cf) \0 C co x 4- O Q) (b Z °' a� Q w IQ W QL U_ G /v r, 4Y .F o Olt O, V z_ J m Q QO > z W °� U UJ Q r > _j � �co z Z W �Q wa, , 'S > O oW QI 0 2 -moo U ~ —J o LU 7 DC QC a r1 QQ a 01 o U m" Q Q ui DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET CI(3 OF 33 SHEETS 370 360 36" RCP 350 PROPOSED GRADE z 0 z W W p� W o�EXISTING GRADE 0 oc _ W Q z EXISTING 24" RCP IE IN = 351.64 36" RCP I IE IN 351154 9 RI l � O W w �p� 0z D O zz(n W -L U) °oz Y ° , lO w � z� � O z0 zr) SDo N I OOH 2 >F[ I I PROPOSED GRADE z 0 z W W p� W o�EXISTING GRADE 0 oc _ W Q z EXISTING 24" RCP IE IN = 351.64 36" RCP I IE IN 351154 21 LF OF 15" RCP (CLASS III) ® 2.2% SLOPE Quo = 0.74 CFS Vio = 0.6 FT /S O 390 370 350 RET.4 WALL 22 23 24 26 51 LF OF 15" 160 LF OF 15" 132 LF OF 15" RCP (CLASS IV) RCP (CLASS III) RCP (CLASS 111) o 0.98% SLOPE ® 2.81% SLOPE o 3.41% SLOPE Qio = 3.01 CFS Qlo = 3.14 CFS Qio = 1.39 CFS Vio = 2.45 FT /S Vio = 5.97 FT /S Vu = 4.85 FT /S T O l o \JQ cn N PIPE (SIZE 0z D O WW W 21 LF OF 15" RCP (CLASS III) ® 2.2% SLOPE Quo = 0.74 CFS Vio = 0.6 FT /S O 390 370 350 RET.4 WALL 22 23 24 26 51 LF OF 15" 160 LF OF 15" 132 LF OF 15" RCP (CLASS IV) RCP (CLASS III) RCP (CLASS 111) o 0.98% SLOPE ® 2.81% SLOPE o 3.41% SLOPE Qio = 3.01 CFS Qlo = 3.14 CFS Qio = 1.39 CFS Vio = 2.45 FT /S Vio = 5.97 FT /S Vu = 4.85 FT /S T O 390 :• 370 360 350 15" RC co co 0I � n � Oz O WW W 22 LF OF 15" RCP (CLASS III) ® 0.91% SLOPE Qio = 2.06 CFS Vio = 2.56 FT /S SED :P 390.5 ING )E =ILL MATERIAL TO VDOT 107.01 X14 W J 0 T z co �107) x2 W DI I I J� _ � I I I l 24 25 PIPE (SIZE UNKNOWN) ? N N � 0 Y L � I � Q W�� D W pl N I OOH U- U) I I ' � ' Qp� I I �p2 EXISTING > I U) 400 I CONVERT INTO lCv I J I I MANHOLE i I O 390 :• 370 360 350 15" RC co co 0I � n � Oz O WW W 22 LF OF 15" RCP (CLASS III) ® 0.91% SLOPE Qio = 2.06 CFS Vio = 2.56 FT /S SED :P 390.5 ING )E =ILL MATERIAL TO VDOT 107.01 X14 W J 0 T z co �107) x2 W DI I I J� _ � I I I l EXISTING W PIPE (SIZE UNKNOWN) I PROPOSED N _ 0 GRADE � I � I � I I I D — O W 1X5 I— III W J z rn � DC 72 LF OF EXISTING 48" CPP 1.06% SLOPE Qio = 1.04 CFS Vio = 0.3 FT /S I i I I I EXISTING 18" CPP li NOTE TO CONTRACTOR: CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVESTS OF EXISTING STORM PIPE SYSTEM Pt210f2 TO CONSTRUCTION. IF ANY DISCREPANCIES ARE DETERMINED, CONTRACTOR SHALL CONTACT Ff2EELAND AND KAUFFMAN, INC. SCALE: HORIZONTAL SCALE: I" = 30' VERTICAL SCALE: I" = 3' STORM DRAIN PROFILES REVISIONS I RY U z Q °' o LcN > �Q o rnco Q �°) b� oU `nc 7C) �� �co C 3: co xx o� o SD z m o ww W 01 LL o U� % 0 wo V _z D J J m Q d °O > z W — W �0� U � = FAQ UL o CO m W > <(f);� z W °000 >f O � w o � pt�0 Z C[ Q[ Q �. CL QQ 10 n z >-o U m" ON � Q Q W Di DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET C19 OF 33 SHEETS W I PROPOSED , GRADE � I � I � I I I i / I I I ' ' I I EXISTING I GRADE I I CONVERT INTO I J I I MANHOLE 1` I I I I 48" CPP IE IN 380.47 IN c+� 01 G z 0 W W 72 LF OF EXISTING 48" CPP 1.06% SLOPE Qio = 1.04 CFS Vio = 0.3 FT /S I i I I I EXISTING 18" CPP li NOTE TO CONTRACTOR: CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVESTS OF EXISTING STORM PIPE SYSTEM Pt210f2 TO CONSTRUCTION. IF ANY DISCREPANCIES ARE DETERMINED, CONTRACTOR SHALL CONTACT Ff2EELAND AND KAUFFMAN, INC. SCALE: HORIZONTAL SCALE: I" = 30' VERTICAL SCALE: I" = 3' STORM DRAIN PROFILES REVISIONS I RY U z Q °' o LcN > �Q o rnco Q �°) b� oU `nc 7C) �� �co C 3: co xx o� o SD z m o ww W 01 LL o U� % 0 wo V _z D J J m Q d °O > z W — W �0� U � = FAQ UL o CO m W > <(f);� z W °000 >f O � w o � pt�0 Z C[ Q[ Q �. CL QQ 10 n z >-o U m" ON � Q Q W Di DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET C19 OF 33 SHEETS IS-17, SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A iF TREATMENT IN DROP INLETS SLOPE TO DRAIN , TO NVERT OF OUTLET PIPE 9 w 'r �Ctr 111N"N �"� PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION A L r# S BARS 4 B C -C TYP. A J STRUCTURE SIZE AND WALL THICKNESS VARIES SECTION A -A NOTES, 1, STANDARD SLA.MANHOLE SAFETY SLAB, N RE AS PART OF THE DRANAQE DESIGN FOR MANHOLES JUNCTION BOXES AND 900INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE PACING OF ADJACENT SAFETY SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR 80TTOM OF THE STRUCT�E SAFETY �g MALL NOT BE LOCATED BELOW AMY INLET PIPE OF 30" DUWEW TER OR CAEA7ER. SL -1 0 8"B C-C TYP. L+ TT ITT PLAN CLASS A3 CONCRETE " SECTION B -B 8 2. THE COST OF THE SL -1 IS INCLUDED N THE COST OF THE STRUCTURE, SEE CAST IN PLACE DRAWINGS 3. ACCESS QPETIIGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE FURTHER OCTAL$ OTHER WHERE APPLICABLE: STEPS ARE TO BE STAGGERED ACCORDINGLY. B+ 15 BARS 0 8" C-C TYP« 4. SAFETY SLAB MAY BE CAST-N-PLACE OR PRECAST, CAST -It -PLACE CONCRETE TO BE zr ..'•. .. .•, •,.' ... • .•,.• CLASS A7 13000 PSD. PRECAST CONCRETE LS T O BE A4 14000 PSI). RENFORC#IG STEEL TO HE IN ACCORDANCE WITH AASHTO M31. ggtJ 5, THAN 30" THE ACCEESS�OPENINING SHALL BE BBEE (STRUCTURE WIDTH BY 30" LONG), TYPICAL PRECAST UNIT wvmmz TYPICAL CONCRETE SAFETY SLAB 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES REV. 7/00 VROM DEPARTMENT OF TRANSPORTATION 106.14 DN•2A,29,2C (=&K. OR PROPOSED SEE ROTE 16 EIXiPtIMISION J00(T 1-•�• BACK OF SIDEWALK EXPANSION JOM(T I A rams Sr -O IS ,. GALV BARS " A -1 0 10 C -C BARS B • 10" C -C F- aa eC BARS c B RS -c ---�I SECTION B -B COLLAR IO' MAX. r -4" 2' /O" FEARS A -I1 GAI2.`i. "%21h Xif4" -..� PE ASAppLOOpgq OF EpAA, 0 w `y 2CAJ4 OAN V. Bxi2 CALVANEZED MC 8 x 12 1 G , ": "gAR 'E DACE SECTION D -D IN 1 2.. GAILY. 3" DIAMETER b 9 BLAHS E RAE` C WELD ALL WEEP HOLE IIC6XR2. SEE NOTE 8 SNUG SHEAR SECTION C -C CONNECTOR Ta COLLAR, FRONT ELEVATION &DECREASE TO 1" WHEN N+I:Er IS USED SECTION E•-E 01-7A DI-28 WITH MEDIANS, " WARPED GUTTER �4 .,1 BARS A-1 APPROACH GUTTER I 7- r' 2 s� I z 1 I $ 1 1 mow 3 WEEPHOLE 6•• x t» 1 f" L &; X2116 X1 /4" 1 I H I r * BARS A•1 �r SEE NOTE B BENT ATES- tb SLOPE b OF I BARS A a I BARS _ _ 0 011 C-C APPROACH AI • BARS B 0 ' FOR USE ON GAMES ' s IV C-C )AIRS C 1 f4" 1 AR T 011-2C r L _ i BARS 6" C -c a2'C CMS TYPE•A WA& TYPE B F- L,O�W 1 FLOW . SEE NOTE 9 NOSE DETAILS ✓' - TYPE A NOSE DETAIL SHALL BE USED WITH CO-? STANDARD. _ _ 1 TYPE 8 NOSE DETAIL SHALL BE USED WITH CO-$ STANDARD, GALVANIZED PLATE FOR TYPE A TO BE 8E�T ONi AN ANGLE FOR USE N SA03 SECTION A -A OF 68" 30' MAID IS TO BE ANCHORED WITH %a "'X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD, ST -1. SHEAR CONVECTORS WELDED TO BENT PLA AT 2'C-C, SHIEST I GF 2 STANDARD CURB DROP INLET sREFE REFERENCE REFERENCE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 9' 2 =x 7 302 i 10 Y. 1.03 VOGNIA DEPARTMENT OF TRANSPORTATION MH -2 FOR DETAILS OF ALL COMPONENT PMTS AND "GENERAL NOTES- PRECAST" "SEE SHEETS 103.01-103.11 I i SPACER UNIT ( TAPER OR O TOP: UNIT n__ .� I � RISER UNIT o I RISER UNIT �ItEDUCER� RISER1UNIT _ - - - --- s+_ 0 MON CUTHIC REDUCER UNIT RASE BASE IUNIT C BASE] LINT I I i T 1 I FOOTING FOOTING PRECAST MANHOLE NuET » 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 10&07 :/z SECTION CAST 44ON SECTION STEEL NOTES LUST TO BE j'W L 2/2° x 2%2" x if4' CAST WITH 1. DEPTH OF INLET 00 TO BE SHOWN ON COLLAR 1Q' -4• LONG PLANS. FOR DEPTH GREATER THAN tD' USE A - A STANDARD DI -1A tp r-. OPTIONAL s BRACE RIBS 19" /x" ,_. 01/2, CAST " 14 ( I II I I I lilaI I I I �"#ATER I 30" OL IRON STEEL •. I8. •'•' i 4J.5 LBS JOINT IT 1 I I Ir 1 -F I I I I � I I I fT LUGS ��� •. SHAo.L BE DET ,RMBNED BY TI-c CONTRACTOR FROM FIELD CONDMONS, ,i U +, Dl2 3, WHEN SPECI €1D ON THE PLANS THE CATCH BASIN STORMFILTER #I �N'1ERT IS TO BE SHAPED !N ACCORDNQCF WITH WITH STANOARO IS -1. THE COST OF A J STRUCTURE SIZE AND WALL THICKNESS VARIES SECTION A -A NOTES, 1, STANDARD SLA.MANHOLE SAFETY SLAB, N RE AS PART OF THE DRANAQE DESIGN FOR MANHOLES JUNCTION BOXES AND 900INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE PACING OF ADJACENT SAFETY SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR 80TTOM OF THE STRUCT�E SAFETY �g MALL NOT BE LOCATED BELOW AMY INLET PIPE OF 30" DUWEW TER OR CAEA7ER. SL -1 0 8"B C-C TYP. L+ TT ITT PLAN CLASS A3 CONCRETE " SECTION B -B 8 2. THE COST OF THE SL -1 IS INCLUDED N THE COST OF THE STRUCTURE, SEE CAST IN PLACE DRAWINGS 3. ACCESS QPETIIGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE FURTHER OCTAL$ OTHER WHERE APPLICABLE: STEPS ARE TO BE STAGGERED ACCORDINGLY. B+ 15 BARS 0 8" C-C TYP« 4. SAFETY SLAB MAY BE CAST-N-PLACE OR PRECAST, CAST -It -PLACE CONCRETE TO BE zr ..'•. .. .•, •,.' ... • .•,.• CLASS A7 13000 PSD. PRECAST CONCRETE LS T O BE A4 14000 PSI). RENFORC#IG STEEL TO HE IN ACCORDANCE WITH AASHTO M31. ggtJ 5, THAN 30" THE ACCEESS�OPENINING SHALL BE BBEE (STRUCTURE WIDTH BY 30" LONG), TYPICAL PRECAST UNIT wvmmz TYPICAL CONCRETE SAFETY SLAB 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES REV. 7/00 VROM DEPARTMENT OF TRANSPORTATION 106.14 DN•2A,29,2C (=&K. OR PROPOSED SEE ROTE 16 EIXiPtIMISION J00(T 1-•�• BACK OF SIDEWALK EXPANSION JOM(T I A rams Sr -O IS ,. GALV BARS " A -1 0 10 C -C BARS B • 10" C -C F- aa eC BARS c B RS -c ---�I SECTION B -B COLLAR IO' MAX. r -4" 2' /O" FEARS A -I1 GAI2.`i. "%21h Xif4" -..� PE ASAppLOOpgq OF EpAA, 0 w `y 2CAJ4 OAN V. Bxi2 CALVANEZED MC 8 x 12 1 G , ": "gAR 'E DACE SECTION D -D IN 1 2.. GAILY. 3" DIAMETER b 9 BLAHS E RAE` C WELD ALL WEEP HOLE IIC6XR2. SEE NOTE 8 SNUG SHEAR SECTION C -C CONNECTOR Ta COLLAR, FRONT ELEVATION &DECREASE TO 1" WHEN N+I:Er IS USED SECTION E•-E 01-7A DI-28 WITH MEDIANS, " WARPED GUTTER �4 .,1 BARS A-1 APPROACH GUTTER I 7- r' 2 s� I z 1 I $ 1 1 mow 3 WEEPHOLE 6•• x t» 1 f" L &; X2116 X1 /4" 1 I H I r * BARS A•1 �r SEE NOTE B BENT ATES- tb SLOPE b OF I BARS A a I BARS _ _ 0 011 C-C APPROACH AI • BARS B 0 ' FOR USE ON GAMES ' s IV C-C )AIRS C 1 f4" 1 AR T 011-2C r L _ i BARS 6" C -c a2'C CMS TYPE•A WA& TYPE B F- L,O�W 1 FLOW . SEE NOTE 9 NOSE DETAILS ✓' - TYPE A NOSE DETAIL SHALL BE USED WITH CO-? STANDARD. _ _ 1 TYPE 8 NOSE DETAIL SHALL BE USED WITH CO-$ STANDARD, GALVANIZED PLATE FOR TYPE A TO BE 8E�T ONi AN ANGLE FOR USE N SA03 SECTION A -A OF 68" 30' MAID IS TO BE ANCHORED WITH %a "'X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD, ST -1. SHEAR CONVECTORS WELDED TO BENT PLA AT 2'C-C, SHIEST I GF 2 STANDARD CURB DROP INLET sREFE REFERENCE REFERENCE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 9' 2 =x 7 302 i 10 Y. 1.03 VOGNIA DEPARTMENT OF TRANSPORTATION MH -2 FOR DETAILS OF ALL COMPONENT PMTS AND "GENERAL NOTES- PRECAST" "SEE SHEETS 103.01-103.11 I i SPACER UNIT ( TAPER OR O TOP: UNIT n__ .� I � RISER UNIT o I RISER UNIT �ItEDUCER� RISER1UNIT _ - - - --- s+_ 0 MON CUTHIC REDUCER UNIT RASE BASE IUNIT C BASE] LINT I I i T 1 I FOOTING FOOTING PRECAST MANHOLE NuET » 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 10&07 :/z SECTION CAST 44ON SECTION STEEL NOTES LUST TO BE j'W L 2/2° x 2%2" x if4' CAST WITH 1. DEPTH OF INLET 00 TO BE SHOWN ON COLLAR 1Q' -4• LONG PLANS. FOR DEPTH GREATER THAN tD' USE A - A STANDARD DI -1A tp r-. OPTIONAL s BRACE RIBS 19" /x" ,_. 01/2, PLAN :li' x i /z" x 4' ! CAST " 14 GALV. ST'RUCFURE. IRON STEEL WILL BE MEASURED FROM THE INVERT OF 66 3 LOS i 4J.5 LBS JOINT INCLUDING INCLUDING fT LUGS CONTNEGFCTt5 'CONNECTORS TO COLLAR PLAN :li' x i /z" x 4' ! ,-' ° / {' x 41^ SSTGD yB 2.. THE "H" DIMNSION SHOWN ON THE ST'RUCFURE. STANDAROS A%O SPECIFIED ON THE PLATYS 77■ WILL BE MEASURED FROM THE INVERT OF V�k WELDED THE OU rFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DDAENSIOKS ARE BOTTOM OF THE STRUCTURE. THE INVERT APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS 'CONNECTORS TO COLLAR SHAo.L BE DET ,RMBNED BY TI-c CONTRACTOR FROM FIELD CONDMONS, ,i U +, Dl2 3, WHEN SPECI €1D ON THE PLANS THE CATCH BASIN STORMFILTER #I �N'1ERT IS TO BE SHAPED !N ACCORDNQCF WITH WITH STANOARO IS -1. THE COST OF (6) FUfftSHM4G ARID PLACiN4 ALL MATERIALS MN.1 /1O Q BELYNG INCIDENTAL TO THE SIIAPN'iC IS TO OE STANdDNG OR PONONG OF WATER IN THE .NCKLV,V IN THE BID "V1 t FOR Tht PLAN :li' x i /z" x 4' ! ,-' ° / {' x 41^ SSTGD TOP OF FILL. TOP OF FILL - ST'RUCFURE. 1GRATE REMOVED) LUGS t '" yl /'• SHEAR t CONNECTORS -'- GROUND I L•tE, H - - s_ 4. IN THE EVENT TH£ INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE �F 'T� r r rr BOTTOM OF THE STRUCTURE. THE INVERT yI- e" a All. A » D•ta" EARTH 0.t2. ,.•- yoIELDI M t L THE STRUCTURE $HAL R SHAPED i Q I. 10!2 g 4•' ,i U +, Dl2 Q Dta CATCH BASIN STORMFILTER #I ALL WITH �j''"Ij�' TA (6) - SECTION B -B MN.1 /1O Q BELYNG HIE 1/10 a M STANdDNG OR PONONG OF WATER IN THE X P*- D-�X MATERI+HEWING _ �` % D X TO BE PROVIDED BY CONTECH ti_ COLLAR DETAIL /" mitt RAISED NORMAL EARTH FOUNDATION MAk 24' ROCK FOUNDATION STRUCTURE. THE COST OF FUR 41SHNG 10 NLETSHAPNGDISTTO BE INCIDENTAL PIPE PROJECTION ABOVE GROUND LINE MIN, 1.8 x D MIN. 1.5 x D 21 �+ INN, 1.5 x D NWN. 1.5 x D - d,�T'TERNO (� Mlti. 1.$ .0 01_, IAN- 1.5 x U ° TqP OF IN THE BID PRICE FOR THE STRUCTURE, OtMEN IONS FOR CAST IRON OM Y DUMP NO WASTE DRAINS TO WATERWAYS FILL 5, STEPS ARE TO BE PROVIDED WHEN IF 6 4' -0" OIfi GREATER. FOR OLIAILS SEE - sTANDARD sT-1. DETAIL B STANDARD DROP INLET 0I -1) rrrrrr ,� rrr r =_ rrrrrrrrrrrrr /rrrrrrrri�i r '-- r � 11,111 fir DETAIL A ' 6. THIS ITEM MAY BE PRECAST OR CAST- IN•PLACi. 10.12.-" RaDN 4'°2" ^ HARDWARE CLOTH 2" 1' -3" 6„ - ^-+►i _5E 7E ML y' d .- LIIE 7. 44 X 8 SMOOTH DOWELS AT APPROXIMATELY 12' C-C TO BE 2' -7" 4" DEPTH AGGR. 1 MIN. 1/10 UN ELONG .. MAT. VT0 D ry PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT �1 X 4E--- D iu X FFF"""��� BE OM ENtiH 104.01 fT ` PER MATERIAL MATERIAL 488, #78 OR _ 48 x 8`" WIDTH MIN,, 8°'" ROCK FOUNDATION ��� jjj jjjjjj (((jjj Oj'tj WAX, 24'' (7 jjjjjj 1j (((��� SPECF10ATK)NS. FOR PLASTIC PIPE, TILE LIMITS OF THE CLASS Z 0AC0141- MATERIAL SHALL 0% CLASS I BACXFILL MATERIAL N4 ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE, WITH SECT" 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE &INSTALLATION OF PIPE CULVERTS REOLLAR BA.CKFLL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERA. NOTES' ON SHEET 107.00, WITH SECTION 302 OF THE ROAD AND BFGOGE CRUSHED CLASS CONFORMING TO THE SIZE RECIUREMENTS FOR CRUSHER RUN I K)NS• SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SHEET 1 O 4 hiR INSTALLATION OF PIPE CULVERTS AND STORM SEWERS STD. CIRCULAR PIPE BEDDING AND BACKFILL - METHOD 11A11 GRATE TYPE I. 303. HEY 6/0 303 u u 13 EXISTING MANHOLE - SEE STAIxOARD T- r,2} -3; 4 FOR iY � � > • j� COLLAR r 3" DIAMETER WEEP HALE [i jj [S [j (j [T [S CONVERT EXISTING CURB INLET INTO GRATE INLET AND LOUVER TOP ELEV. TO 395.9 16 EXISTING DROP INLET ALTERNATE � . EXISTING MANHOLE SEE NOTE 8 IIaI lul '�JI (ICI I�JI [I�1 lul - CONVERT EXISTING CURB INLET INTO GRATE INLET AND LOWER TOP ELEV. TO 387.0 19 8. WEEP. 'S'" C1AA+EIER WEEP HOLE W�TH 18. "X12„ PLASTIC HARDWARE CLOTH f MESH X x A - 42" 20 EXISTING DI -3C _ CONVERT EXISTING CURB INLET INTO GRATE INLET ✓a ADJUST RIM ELEVATION 21 STANDARD DROP INLET (DI -1) c1 DOT STD. 104.01 4� OR CALVNi1ZE4 STEEL 'OVINE n s VA DOT STD. 1215" t8" OR 24 "' 23 PRECAST MANHOLE (MH -2) VA DOT STD. 106.07 24 PRECAST MANHOLE (MP-2) VA DOT STD, 106.07 W A DIAMETER 0,03", H4ORED°R MiIMUM 4 MEriHi " +�, � ' > - TO BE PROVIDED BY CONTECH -A- STANDARD CURB DROP INLET (DI -313) VA DOT STD. 104.09 L = 6' 27 STANDARD CURB DROP INLET (DI -313) - RELOCATED DI -3B 11A'tOWARE CLOTH ANCHORED TO THE (DUTSH3E OF THE FIRMLY STRUCTURE. iM C4 r-r - T"""���"""^'''''' f11TTnI f(II f(II (1 I1 (1 Q • a ��IIIiII��illt��� E 9. CAST IN PLACE CONCRETE IS TO BE Q" ° ° a b r S� EE DETAIL B (�u CLASS .+3 47000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. N ` SECTION A -A t" ,�� 2 - Sp. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE EH:CINEER CONCRETE QUANTITIES FOR MIN. DEPTH 4„ MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU, YO, CONCRETE I CONCRETE PIPE 1.528 CU. YD. CONCRETE IV4" APPROXIMATE WEIGHT y�" CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY 1185:: " CONK7tETE PtiPE - 1.620 CU. YD. CONCR -TE MATE 383 t 16 L55 LETTERING IS REQU:RHD CN ALL DI•-1 GRATES, LOCATION OF LF.TTERAG MAY 24" CONCRETE PIPE - ➢.417 CU. YD. CONCRETE SECTION C -C SECTION D -D VARY DY MANUFACTURER. ADDITIONAL FOOT OOFEDEPTH- GRATE DETAIL STANDARD DROP INLET REFFE MRENCE 121' - 2411 PIPE: MAXIMUM DEPTH (H) - 101 233 IEV 8/07 104,01 VIRGINIA DEPARTMENT Of TRANSPORTATION 302 PD-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL. TOP OF FILL - TOP OF FILL GRGMNO LINE H - -^-- - ^ -„ -'- GROUND I L•tE, H - - s_ - GRGUND a R +E R • ... - �- rrirr 111'1 n rrrri rrfr 'T� r r rr d rrr rr ROCK f,r D•ta" EARTH 0.t2. ,.•- yoIELDI M t L D.r.• � EAi1H i Q I. 10!2 g 4•' ,i U +, Dl2 Q Dta CATCH BASIN STORMFILTER #I ALL s3E0DINC �j''"Ij�' TA (6) UAFERIAL A MN.1 /1O Q BELYNG HIE 1/10 a M WTI. 1/10 0 _ X P*- D-�X MATERI+HEWING MATERtAF 0 H % D X TO BE PROVIDED BY CONTECH MIN. 8 ", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAk 24' ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN, 1.8 x D MIN. 1.5 x D 4 INN, 1.5 x D NWN. 1.5 x D - VA (� Mlti. 1.$ .0 01_, IAN- 1.5 x U ° TqP OF TO' OF FILL L = 4' FILL I TOP Of F^WT^L� - 6 STANDARD DROP INLET 0I -1) rrrrrr ,� rrr r =_ rrrrrrrrrrrrr /rrrrrrrri�i r '-- r � 11,111 fir f rrrrrr = °rrrrrr 11111 1111 rrrrrr ' rrrr r rrrr 11111 r �ir�rrrrrrrrrrrrrrr rrrrrrirrririrrr 10.12.-" RaDN 10.12" r r r GROUND r r GROUND d 0/21 r uHIE D/2 r rrrrrr _ d .- LIIE 7A EXISTING MANHOLE '-EARTH 1 4., - ;I1 _VROCK OR D � f 1f NAtt. 1110 0 X }+•E --D °-- •i x BEDDING MATERIAL MIN. 1/10 UN ELONG .. MAT. VT0 D ry VA �1 X 4E--- D iu X FFF"""��� BE OM ENtiH 104.01 fT ` PER MATERIAL MATERIAL NORMAL EARTH FOUNDATION MIN,, 8°'" ROCK FOUNDATION FOUNDATION SOFT, YIELDING. OR STD, WAX, 24'' OTHERWISE UNSIATABLE MATERIAL BEDDING MATERIAL N ACCORDANCE WITH NOTES= SECTION 302 OF THE ROAD AND BROGE SPECF10ATK)NS. FOR PLASTIC PIPE, TILE LIMITS OF THE CLASS Z 0AC0141- MATERIAL SHALL 0% CLASS I BACXFILL MATERIAL N4 ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE, WITH SECT" 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE &INSTALLATION OF PIPE CULVERTS REOLLAR BA.CKFLL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERA. NOTES' ON SHEET 107.00, WITH SECTION 302 OF THE ROAD AND BFGOGE CRUSHED CLASS CONFORMING TO THE SIZE RECIUREMENTS FOR CRUSHER RUN I K)NS• EMBANKMENT BAN AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACXFILL. SHEET 1 O 4 hiR INSTALLATION OF PIPE CULVERTS AND STORM SEWERS STD. CIRCULAR PIPE BEDDING AND BACKFILL - METHOD 11A11 GRATE TYPE I. 303. HEY 6/0 303 VII(CINNA DEPARTMENT OF IRMWRFAIION 107.01 STRUCTURE NO, DESCRIPTION AND WIDTH OF STORM DRAIN BOX STRUCTURES SHALL BE MODIFIED TO FIT THE DESIGNED PIPE SIZE REFERENCE REMARKS I CONNECTION TO UG DETENTION SYSTEM (2) STORM DRAIN STRUCTURES TO BE CONSTRUCTED WITH BASE AND RISER AS PER DETAIL 103.01. - ALL STORM DRAIN STRUCTURES TO CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, 2 PRECAST MANHOLE (MH -2) VA DOT STD, 106.07 BOTTOM OF 2A CATCH BASIN STORMFILTER #I ALL STRUCTURES - (6) TO BE PROVIDED BY CONTECH 2B MANHOLE: STORMFILTER (7) FOR - BASIN STORMFILTER STRUCTURES, USE GRTAEE= AS SPECIFIED IN VDOT DETAIL DIA TO BE PROVIDED BY CONTECH 3 PRECAST MANHOLE (MH -2) VA DOT STD. 106,07 4 STANDARD CURB DROP INLET (DI -2C) VA DOT STD. 104.03 L = 4' 5 CONNECTION TO UG DETENTION SYSTEM - 6 STANDARD DROP INLET 0I -1) VA DOT STD. 104.01 7 PRECAST MANHOLE (MH -2) VA DOT STD. 106.07 7A EXISTING MANHOLE - 8 STANDARD DROP INLET (DI -1) VA DOT STD. 104.01 9 PRECAST MANHOLE (MH -2) VA DOT STD, 106,07 10 PRECAST MANHOLE (MH -2) VA DOT STD, 106,07 11 STANDARD MEDIAN DROP INLET (DI -7) VA DOT STD. 104,23 GRATE TYPE I. 12 EXISTING MANHOLE - 13 EXISTING MANHOLE - CONVERT EXISTING MANHOLE INTO UNDERGROUND JUNCTION BOX 14 EXISTING MANHOLE - 15 EXISTING DROP INLET - CONVERT EXISTING CURB INLET INTO GRATE INLET AND LOUVER TOP ELEV. TO 395.9 16 EXISTING DROP INLET - 17 EXISTING MANHOLE - 18 EXISTING CURB INLET - CONVERT EXISTING CURB INLET INTO GRATE INLET AND LOWER TOP ELEV. TO 387.0 19 EXISTING CURB INLET - 20 EXISTING DI -3C _ CONVERT EXISTING CURB INLET INTO GRATE INLET ✓a ADJUST RIM ELEVATION 21 STANDARD DROP INLET (DI -1) VA DOT STD. 104.01 22 CONNECTION TO UG DETENTION SYSTEM VA DOT STD. 106.07 23 PRECAST MANHOLE (MH -2) VA DOT STD. 106.07 24 PRECAST MANHOLE (MP-2) VA DOT STD, 106.07 25 CATCH BASIN STORMFILTER a3 - TO BE PROVIDED BY CONTECH 26 STANDARD CURB DROP INLET (DI -313) VA DOT STD. 104.09 L = 6' 27 STANDARD CURB DROP INLET (DI -313) - RELOCATED DI -3B RI CONNECTION TO UG DETENTION SYSTEM - NOTES: (1) LENGTH AND WIDTH OF STORM DRAIN BOX STRUCTURES SHALL BE MODIFIED TO FIT THE DESIGNED PIPE SIZE AXNWM DIMENSION A B IF REQUIRED. (2) STORM DRAIN STRUCTURES TO BE CONSTRUCTED WITH BASE AND RISER AS PER DETAIL 103.01. (3) ALL STORM DRAIN STRUCTURES TO CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, (4) ALL STRUCTURES THAT HAVE VERTICAL DROP OF 4 FEET OR GREATER (INCLUDING FROM THE SURFACE TO THE BOTTOM OF THE FACILITY) MUST BE VDOT STANDARD ISA (5) ALL STRUCTURES DEEPER THAN 12 FEET MUST HAVE A VDOT STANDARD SLA (6) FOR ALL GRATE INLETS, USE GRATE AS SPECIFIED IN VDOT DETAIL DI -1. (7) FOR ALL CATCH BASIN STORMFILTER STRUCTURES, USE GRTAEE= AS SPECIFIED IN VDOT DETAIL DIA (8) FRAME E COVER FOR ALL ACCESS STRUCTURES OF UNDERGROUND DETENTION SYSTEM TO BE PROVIDED BY CONTRACTOR, DI 3A 3B,3C FpR p� (� EXPANSHOti K EXPAtiSION JON: 3'10' F�RAME7, YER T -BACK OF SIDEWALK J » �s' GUTTER pDN BAR$ BNt5 " R BARS C &. ITS I - SUBBASE BARS B k' 'v CLOjNARE BARS WEEP HOLE. IJAM a SEE NOTE 4 " J1RS F II II 7R F BAR A 444 A;3 SD CUT TER FACE OF CURB , b K CONTROL JOINT CRACK CONTROL JOINT B n i . 8. 6'MIL PLAN SECTION A-A g. IO -A to f KEYED CONST. JOINT k YAIIAI3LE ' MA%. 20 f WARPED 8. _ .. 2„ GUTTER I I N iI1.'"B ARS A APPROACH - P. �j , r 4D - 4D ` - , j BARS F BARS E iv n • r BARS E 1 *3" DIAMETER WEEP RGLE FRONT ELEVATION F- BARS D BARS (GUTTER REWVED) 1'/+„ 5XI /," "T PLATE„ SECTION B-B TYPE A NOSE DETAf, SHALL BE USED WITH CG -3 1, CG-7 STANDARDS 1/4 R L2% 'X2+_1[ ;p 1/4" TYPE 8 NOSE DETISHALL BE USED WITH CO-2 STANDARDS, TYP£ A TYPE B 1h" RaALSTUD 9fEAf( CONNECTOR WOOED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' 10 ANGLE AM AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH 1 /x' X 4" STUD $HEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C, PR, PAVEMENT DI-3A L D( -30 L OH-3C L WARPEO PAVIEMEN F I LA » . Y.W. DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURD FOR USE IN SACS WITHOUT GUTTER BOTH SIDES TO BE SY)MAETKAL SHEET 1 OF 2 STANDARD CURB DROP INLET: 1211 - 3011 PIPE= MAXIMUM DEPTH (H) 8' 233 104.09 VIRONA DEPARTMENT Of TRANSPORTATION 302 DI- 7.7A,78 DETAILS OF CONCRETE COVER AND GRATE :0-8 2" DIAMETER BAR o ttl.88 Les./FT. DETAILS OF GUTTER AND 6 4" OR lip. 14 BILLET STE M a 7,65 METHOD OF PLACEMENT LBS,/FT., IA47M A616, CRATE 80. 1, GRATE A IS TO BE UTN.IZEO N ATE A LOCAT06 NOT NORMALLY NOTES SUBJECT TO TRAFFIC. ELD 1. DI 7 NO GUTTERS, 2.. ORATE U PS 10 BE UTILIZED IN 01.78 NO GUTTER IN ONE RCTIO S, r LOCA71GNN5 NORMALLY AFIL DI -JB GUTTER N BOTH DIRECTIONS, SUBJEOT 70 TRAFFIC. �Apy CARRY NC JONT5 BETWEEN GUTTERS AND CONCRETE COVER ` •� I , L2 'X2 "% 3, FOR DETAILS F LOAD T-DRRYNC ARE TO BE DOWELED W17H 44 X 8" SMOOTH X 4 .. :. ., SKET 103.08. pyp�p� a Ai'PRO% ' C•C T , VENT TTL STUD SHEER L2 /z X2'/4 R/T BE PFh"N Ok WELS A 2' k 4' NOTCH Y CONNECTOR DETAIL A 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SEE STANDARD T-01 1, 4 ALTERNATE DESIGN. GRATE TYPE SINGLE UNIT. OUTSIDE 3. VARIABLE 21 OR FLATTER. B I GR R 46X5'-O" BARS DIMENSIONS DF.CI,iATE TO PLAN VIEW (FROM PLANS) (12 REG'OJ BE 31-4' X 2'- " (CRATE A) 4. DITCH GRADE MUST BE. ADJUSTED TO MEET i WH Y -4" X 2'- �" (GRATE BU. OIFFERENCE IN ELEVATION SEE LONGITUONAL.. SEE DETA:. ,j }, 6 ALTERNATE METHODS OF SECTION. ANCHORM E ANGLE M♦ROVEDEBY THE 6' Of W�stD ROBES EXTE.SND TWA ED AS CCCTTED II Et1GIlEER. SECTION A -A SECTION B- 6. GRATE_ M!D COLLAR ARE TO GN.V 0. G. THE PAI WALL 10 BE LOCATED AT THE ENO OF THE GRATE A: PAVED DRCH SECTIONS OF THE DI-7A 4 7. CONCRETE COVER MAY BE DI -78 THAI ARE NOT ABUTTED BY OTHER APPROXIMIATE OUANIITIES PRECAST OR CAST IN PLACE. DRAWACE• GOUNO TC B, CONCRETE TO BE CLASS AS IF CAST 7. E NOR" DITCH GRADE 5 TOO FLAT TO ALLOW CC A3 STEEL IN PLACE. 4000 PA IF PRECAST. FOR ADJUSTED GRADE TO R&ET A SPECIAL 0.423 C. Y. 03 LBS. GUTTER OETAI WALL BE R6W141) ON PLANS. @. GRATE BARS TO BE PARALLEL TO DITCH FLOW. T F 2'-0••pjCH ••D�1tCH �E..,. ,•0,° o �' L 1 Ri SECTION A -A SEE NOTE i SEE NOTE 3 SEE NOTE 3 , SEE NOTE �y BOTH XOPES FLAT ONE STEER SLOPE I A OHE NTERME 7E SLOPE l DITCH It -I R4:ET .,` BACK UP BERM �y,"crU' -��, p fp GUTTER GRAZE TO BE CTED BY T 0- 1 ,.YE =•- p I ADJUSTED AT N AS �IEGTEO 7A THE MILET ELEVATION ENGINEER tp-7A ONLY). 8" f A 6 TYPICAL ELEVATION SEE NOTE 3 SEE NOTE O� N RMA&lMl SEE NOTE 4j SEE NOTE 3 11 OR FLATTER ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CLRTAN WALU, LONGITUDINAL SECTION MEASURED FROM BOTTOM Of GUTTER (WHEN MET 13 LOCATED ABOVE NORMAL DITCH GRADE) CONCREIE CLASS AS 0.'d.41 CU. YOS. SEE NOTE 8, SHEET 2 OF 3 STANDARD MEDIAN DROP INLET �REFEERENCE REV. 7/05 12" TO 42." PIPE 241 104,23 VIRGINIA DEPARTMENT OF TRMCPONTATON 5OJ BAR SPACING CHART CRATE TYPE AXNWM DIMENSION A B a T• r A.P!'ROX44ATE QUANTITIES TAE Ohl (X•7A DN•78 (CU. 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OVERRAN ZONING: /- / - J, I la I I ,\\ I I (n \\ � 9_- - - - - -_ -_ -- _ _ _ _ _ _ _ _ = lk.:'•.: ,.;``:;':` :.': III II I 1 Q i \\ \ _ - 923- _ - - T1�LTi- Q-- - =_ - -- j /, / / /// / /// // �y \ \ \\\ \ 1 \ \ \ 1 1 \ 1 \ \ �\( HIGHWAY COMMERCIAL ,_ \ c� III I 11 I - III / \\ \ - -- - - - - -- iVrv[� - __' /'' ' / / /// / / / / /: I\ \ \\ \\ \ \ \ 1 \ \ \ \ \ \ �.� I ` 7y CONNECTION 2�.z' 1.769 AG ' I k I x-13 �r (,-1 II I I 1111 Irk I 0 z - I \ \�\ -_;_3 -- - - - -`_ _ - - - -- - _ - _ - ___- /'/ /// // / / r \ \ \ \ 111 1 \ 11 \ \ \ \ \ �\I I 3 / FF 404.94 - - \ III II - - -- _ - - - --F ; - - -- J /' /'/ / I I I / l / : \ \ \1 1 \ \ \ \ 1 1 \ \ _ ELEC. - - - -- - 1 ll : =1 I I II IF I a_ Ld I I � ` _ _ - -- __ _ - - -- - _�_ - - - -- =- _ -__ -- / // // / .' \ \ \ \ \ 1 \ " II - - \ \ I1 \ METER , E: 392. III III I -_ - - - __�_ ______ /,'/ / / // / /\ \ 11 \ 1 \ \ 1 \ \ \ \ 1 1 I GAS I\ III ll _ _ _ _ 1 I III 1 _ III \ - _ - _- _ - - -- - -- 1 "-- __- / 11 / / 111 \ , \ \ \\ , 1 \\ \I I , \\ \ \1w 9i II / - - -- METER BUILDING wbL� ' I _ _ _ _ _ _ _ - - -_- ___ _ _ __ II IF-------- - - - - -� III I I-- �x ,rb _,_ - -__ -- - - --- - - - - -- --- _- -_ - -// /, // / / � \\ \\ \ \ \ \ \ \ I \ -- � � / I 11 L1 - I w 3 - _ - -- __ - - - - -_ - _ \ III III I - - -- - - -/ / / / / \ \ 1 I II II I 1 m �\ _- ____- - - - - -, - -- / / / \111\1\\\\\ \ I _ _ \ I I I q. 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N k I l _ _ _ _ _ O IIII I `' I V - / i / / �S�t� \ I l r �� ��_. = / \\ \\ 1 \\ l \ 1111 1 \ ' SDMH // 1 �I / I I ll II J I II III 11 N r, =' ro IIII I III I II \/ m � o/% \ -_. / 14` " C �; I III � _ -- -� I \ 1111\ \\ \ } �\ a TOP 389.59 SHED 3 I I Ili �/� ____________ III �cor :�' l 1 % l/ 5 / / / zL , I�IIIII /~ . \ Cp �I \ \� \\ \111 \ \, \ \ \I Y\1 IIII n. /'IE 24 "IN:36819 / I I I II II � � v IIII 1, , I a � _,�� I ° �- / ) __/ 10'MAPLE I I I I I I I I / -- /' co -I �\ \ \ \ \ \ \ 1 \ \ I I� / / I I // li - - - - - - - - - - - - -I z 1 (� 18 "IN:378.89 ear/ ° 1 I / , PI O \ \ \1\1\ 1i\ �\ -0 IE- , / I III ll /11 11 II �I I I Ill > � OI - - - - - �\ II -' 1 • -- / I I I i i I i ,/ 36 r 1� \ \ \ 1- i11F11/ IE 6uT:�6so� ___ // / I I I IIIIII III 1..:' I 4`-_ \ \ \ \ \ 1-� I �'t ') ASPyY&T III I // m ox L - - Q�?a _ �� \ '/� /` 103' ��^ 1 I I I I / j `''} \ \ \ \I \` \\�� /\\� \\ III I (II / PQ62KING /' /' // I i1 // / i - �\ :: ::.:I�/ 1111 z I / I -I/k�t W I I I I I ( 10 \ \ \ � \ I I�- / / / // / / I 1 L'i I// // / ) ll-- - _ � ,� - 9 �- _ I i� ��I� ` ` 1 I 3� S ` O I n /' 1 / � i o" � ,/� I I I ' I -- �� /' / / ' / III VV - r� - _� 2- _ CONCENTRATE I I \ 1 - \ \ /\ \ \ \ \ u l I , , / I // // �- - -11 E- - I III N �' �1 GRASS AREA �-, \ \ \ \ \ \ \ -__ - -r i . / A I Q� \% \ \ \ { M �\ \ / I kI / 11 / I I II v - = n I 1 I� CO / /' i \ -- -, / /- I h TENATTER' / \ \ \ \ + \ \ / 20.0 , / r l// ter` oN m (D � / _ /_1\ \� h( 7/�//, /� / 1 c 1 / /\\\ \ \ \ / \� \\ \\ \ \\ \ / TEMP ,/ / I I 1 /IPF 1/2„ 1, _ _ -� u nN' z ?oo r1 I IIIhi (S!(- III/ qRE ' \N� �� ��� -_------ - 1 /I 1 `� 3 - / \ � _ ,A \ ) l " I I I \X x - - - -- \ - 4- - - - - - - - - - - __ ___ / / l 63 I \ \ , \ \ \ > / / BUILDING / I REBAR [L. > > p > �n CO _ I I I / -mil �,- - - - - -� i l l N. l�)�'r� l l� / / / / T7` x x - x - x - x x -. x ._. x .._Gx -. t -1 \ \ - z z"z /�- - ° I I /' '��\ /// I IPA 1 2" \ / / / I / / / SSMH / / l I / / /, , t N 89'54'54" E 275.23' TIE x - x - X x - x - x - \ \ \ (( = p 2' _M -M- , /i' Il I I I i �'` , �'' w CBL`i, 3X3- q �'l l / 1 j l l /RIM: 379.76/ I / / , Ss SS Ss SS - -- SS 1 III ll_.:..: ::.... `II �- \ I mo/ j / � / -�. ; ; ,- -�_- W TOP 2.�°i � 1 / I � l l � % j IE IN: 371.26 / i /' // / /' // / / / \ I-- - - __ - - - - -� __ _ / // /r'` , / \p IE: 358.51 /I I / /// IE OUT 371.0 / / // / / / .; _ - - - I_ - ',IIII �� 1�_'x`- �b „ /,/ , (/ , /, / / I /'/ Il Il / , // �` 11 I/ / / l I I 1 / ( , / / / / / / __\...1/ -_ III 1 / / // / /`� �� _ �\ _ 1 / / / / I / / / / .. - II / b° // / / 1 / / / / / /// D III III - / /,,�/ // / __ �/ \J17' - / ' I l l I l 1 I ) l I l / /�� / / /, / .: / / v / / \ / / / / / . �� fir MH -1 I ! I l / / / / 0 _ 111 // ' /�, / / / , / � l I I I I I lI r / / o Z z 76.20 1 :, I II I �� I ��� // /N_ADINEC�,,_ _ , /,/ ,� // / l l I l j i i l i // / / // // // /// w o INV IN (18 "): 371.0 II 1 1 II r /, / /%, / FLOW /// / /// / //I l l l l l l / , / I / / / / / / / m � �, v 5 w N INV IN (21 "): 1.0 x`11 1 1�/ /// / / > / / / , /l l 1 1 1 1 / / / I j ,/ / / m o m� ¢ 1NV OUT: .8 III I ,� i ( GR ,FQ AREA /' /' /' /' // /Il l l llI l l I I l I / / / /j/ z� L" _ 1i 1 / POSSIBLE ° o � o m ° , 111 I 1 111 1 I //' / )__/ JUNCTION BOX N > / / / , ,/ / / I 1 1 I I / I I I I/ / / �v L. III IIII IA11< , o ,, /,,. //, I IIII/ / 0 L o n L rn o c6 III I I / // / `�/ LOCATE TO / / / // / / / /I !! / / / I Nr'lM O�On.1.. I " M W � c"� cM0 TOP: 362.35 �.• IIII , X 1 1 1 1 I ( � \ -� �/� , // / / / / / / // / I I 0 I // / / i O '`' � RIM: 361.85 �? I I I I \� i 1\ _ � .�/ / - � / , / / / / / / / hI I I I l / � � I~_ w c` INV IN 18" 355,0 11 I 111 I i I I , ADIJUSTI EX.,/ \,t \ i �/ /' // j! / / / / /' / / / / / / j I % /// I ' I II III II kIi D�¢7 / e� \ / /// /// / /I / N, y d INV IN (24 "): 355.0 II 1ST 30: MH -1 I \I \ -/ �R \ / / / // �DM/ / / / / / / / / / / // / I 4. 5.0 - _ INV OUT: 35 8 1''I 1 TOP• 373.70 I I 1 ,`� -,TOP- 36 \ r /' / �-,� /ro9 �sa'.99 / / / / / / / // / / / 1 'IIII IINV IN (18"): I 11 I I INV IN: \ _� �N\P , �/ �/ /// / / IE/IgY: /3�7F.$9� / / / / / /�Q / / / /// Ir I LOCATION MAP (NTS) 6� 0 346 ,- :� =- �I _ \ \: i:' II 1 I III / '.� �I / / / / / l - -- N(2„). 1 , I INV OUP. - - /// // // / / s 1 . - _. -:_F . -.. - �.. _1 `- - IIt3N59.5 IIII .346.16- \ / 3;; / r / / / / // / I / / _ -- - - - - -1 •. _� o _ T - V OUT: 355.4 IIII // (` r - - - -- �- �j ----- - - - - -- uV I /1 i �/ 1l\ Ar�DN I ��� // / / /�/ / / /// / / ,ICI II �I " -�� I :.: - - - -- --I IIII -I I I / \ I \WAIT -1 I / O / ,J / // / / / I / I / J / ice. coiil i i; .. \ /r< r/ \/ /// / / //� / / i �\ v J J �� (II 1 < i li I a i I 1 / ' _ /� - 1; �/ �� I I' I / , / /' /� / /'/ i' /' // /' / / / //l - / / _ III . t': IIII 1 I i I I ! / / / / 1 I r / / / / / / /// / / //I / ` DI -1 , -L-`= S' / / �- =/ Fc' III I SOP: 373.6 III 1 1 1 I I / Op \�� i \I a // /) I fl � / / / / /' /x /// /' / '/ / /' 1 / J' ,/ I II11II C / nj '�� / Cho ,/ / % -./ _' �/ // // ' // RIM: 373.1 I I , `_ / \ - i _/' �\ /11 /'/ ' // '/ / / / 11111 INV OUT: 3 7.0 1 I 1 b / / / // // // I 1`.; - - - - \� I I I I\ %(\ ,/ -� ��' // �I 11 �/ / ',' / /iii' PARCEL 07800 00 00 015C0 1 / -. - -- . III \ \ \ / i i /, / /// / �. _ _ _ � // �� II ✓: b❑ 9i, - ,�I� I I \ \\ \ // / -I /• �/ �/ - -�i. �" �� V i' i / /// / / / / / I 11 .1 _ �� II ^ 1 / / I ' III I\ \ \ �`� �' /'' '�� �;REBAR �/, / I/ ALBEMARLE COUNTY SERVICE AUTHORITY / / CBMH D.B. 1240 -287 _- / ^ ) DI -3C, L = 6' - 1 ON / �� 3 tII � II II / //_ _ _ _ II TOP: 373.60 I I I - - -_ / \ \\, , \ / , f \ -- � . % �- � � / / � .1 / �' / _ { _ _ � ' TOP: 387.42 ZONING: 11 \ \ ` I I�_ __ - _ - - - -- -- -- - - - - -- II RIM: 373.10 k V:_ \ / . -( .�_ �` _� INV IN: 368.5 1 ��`z- \ \ `,\ \;' nI - 56» 199.46 %�� _ �� /' / // / IE: 380.82 HIGHWAY COMMERCIAL III _ _ _ _ _ _ _ _ _ _ _ _ _ II INV OiJT: 366.3 I �-..' I 1 ___ -_ S 86 °27 W i / �i �/� / ��'�_ i �/ Ilk If` ____ �____- -� = - - - -- II III �- s +�___- -_ - -_ �,-_ / 1. �� II III I / �o�ie / - �- _ iP 36�� 8 e = '' , s ' / '/ I� / III II III II / G> / R - - - - -�. "- " ' �- / i P , \ MH I 11 , // I I -_ .t7-- _ , /% SD H SS III II I l ��, _ CBMH- /� / M �l I I (I J) II // / ��EE��N�'" _ TOP 385.63 \ �� ' \ TOP 387 19 RIM: 387.44 III �� I \ v % 111 1 �''� //// v III I /, -���_- /��; /��� IE: 378.29 // IE IN: 378.29 I / III I IE IN: 370.84 111 I :: Io /// / // _ �_ - --]E OUT: 374.89, IE OUT: 374.89 IE OUT: 370.64 I III III 1 I /j I 111 / ,� �, �,''' /', ' /// �f- 11 / / II I I I // ( I,N 1 / i ,/ / / 11 �� / III I I II i `:,`` II I// i /l II �-I' /'' ��.3 �3' ��� III II II ((� ., ,'' ,, /'k (1 //' 1 i� I k ;4 I ,,/ III II I I III .. , / III II II 1. 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SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. 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I WALL '' I / I I I I � I 1 _ \ \I °I. i II \ \ � it // %` _ -,'/ ± ; \ \\ / SDMH - - - - -�� �� I II \ \ \ FOP 392.97 -------- --- �i�'__'�__; - - --- - -- - I / ;:� � -_ - -- / \ I E: 3 7 7.17 �,� r'� �`� 11 I ( l 1 / II/ I �- / II /' /' 1 I I j / / / III / ' / III / � /'' '' i i I I / / 1,� � I Ilii , / /' I I x -x - -x _LX -`x -x_ hex -x_x POST- DEVELOPED CONDITION DRAINAGE AREA 2.26 AC RUNOFF CURVE NUMBER 96 TIME OF CONCENTRATION 6 MIN �.V',FYS `mow "�� r-.a .I8:i YORE YOU +r• v.a.�. wv i.v"� EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE, 11 POST DEVELOPED DRAINAGE AREA MAP 0 30 60 SCALE I' - 30' REVISIONS I aY U Z Q O > Ln c Q o � c0 Q � O U I C� � � ,�f ) _0 ��od' C �U)"o � CQ x N a ON - z � N Q � C� W W W a LL r G� A m,�� �� f3d) �t p 0 2 '�� �0 �e V z_ Q J �Q � O Q Q, > Z (� W U � °w �� W �v�n =�Oao m Lu � F- <Q);' U) U) o &<- z W <�� I- � _ = v Q F-C W � � j 2 :moo UI- -� 0Wr)a flC DL � �- Q Q a �, �0 U m" Q W DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET OF 33 SHEET$ M 1 r. Q NO DATE I REVISION DESCRIPTION 11/12/08 1 DOWNSIZE SYSTEM FOOTPRINT 11/18/08 I REVISE RIM ELEVATIONS, ADD TRASH RAC,K L This drawing or electronic file is for the purpose of specifying stormwater treatment equipment to be furnished by CONTECH Stormwater Solutions (CSS). IK Title block information, excluding the CSS logo and the stormwater treatment system product designation and patent number, if applicable, may be deleted if IK necessary. Revisions to any part of this drawing, except as previously noted, without prior coordination with CSS shall be considered unauthorized use of proprietary information. .,®'��ri► � ®purr �. T RMWATER --. LIJTI INC. contechstormwater.com u 111-6" 015" STUB (1-1) INV. = 370. 0 ASSEMBLY SCALE: 111 = 10' VOLUME: 22,137 C.F. LOADING: H20/H25 SYSTEM INV = 363.0 NOTES • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. • ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. • ALL RISERS AND STUBS ARE 23/3 " x Y2" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE. 0120" UNDERGROUND DETENTION SYSTEM - 330 CROWN BMW SITE DESIGNATION: N/A SUBMITTAL CMP DETENTION SYSTEMS FILE NAME: CSS Detention SUB.dwt DESIGNED: DRAWN: IK DLF CHECKED. XXX SHEET NO. DATE: 23 Or- 33 11/11/08 1 E ELEV. = 372.27 Vii,. NoWrA gto 91 -311 12 CAGE STEEL WEIR PLATE WELDED TO 120" CM P 31-011 INV. = 363.0 12'x12 "ALT2 TRASH RACK W1111rellm Mai. A FINISH GRADE ELEV. = VARIES INV. ELEV. = 363.0 1.5' MIN. 12 O O O O O O O O O O '�Z O O o O O O O O O O 0 0 0 0 0 121 X 12" TRASH RACK TYPICAL SECTION VIEW SCALE: N.T.S. 12" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O • a i , NOTES: 1. TRASH RACK FADE FROM FULLY PERFORATED HALF ROUND 12" DIA., 16 GAGE, ALT2 PIPE WITH 2" X 2" X 1/4" ANGLES WELDED TO SIDES. 2. TRASH RACK TO HAVE WELDED TOP PLATE AND NO BOTTOM! PLATE. 3. WELD TRASH RACK WITH ANGLE SIDES TO THE DETENTION SYSTEM SIDE OF ORIFICE /WEIR PLATE. TRASH RACK DETAIL LIMITS OF REQUIRED BACKFILL LIMITS OF REQUIRED BACKFILL SUBMITTAL A 1 120 5" x 1" 12 ALT2 35f -6'f 35' -6f' B 2 120 5" X1 12 ALT2 13' -611 27'_0'! PIECE QTY 0 CORRUGATION GAGE FINISH LENGTH C 1 120 5" X1 " 12 ALT2 10'PO" 10' -0 °' C1 1 36 2 2/3" x 1/2" 16 ALT2 9' --4'1 D E 1 1 120 120 !1 if 5 x 1 5" x 1" 12 12 ALT2 ALT2 F ff 10 -0 10'W0" ! 19 10 -0 10' -0" C2 1 15 ° 11 f! 22/3 x 1/2" 16 ALT2 f 11 4 -0 E1 1 36 2 2/3" x 1/2" 16 ALT2 8' -511 F 6 120 5" x 1 " 12 ALT2 20' -Q "' 120'_0" E2 1 15 2 2/3" x 1 /2" 16 ALT2 21.0" G 1 120 5" x 1 " 12 ALT2 16' - ®" 16' - ®'! G1 1 36 2 2/3" x 1/2" 16 ALT2 9' -10" H 1 120 5" x 1 °' 12 ALT2 16' -0" 16' ®0'° K1 1 36 2 2/3" x 1/2" 16 ALT2 81_1111 J 1 120 5" x 1" 12 ALT2 22' -0" 22' - ®" K2 1 15 2 2f3" x 1/2" 16 ALT2 21.011 K 1 120 5" x 1 " 12 ALT2 7 " -0" 7' -0" L 1 1 15 ` 2 2/3" x 1 /2" 16 ALT2 4' -0" L 1 120 5" x 1" 12 ALT2 351 -6" 35' -6" BANDS 17 120; TOTAL MANUFACTURED LENGTH 309' -0" LADDERS 4 REVISION DESCRIPTION 11/12/08 1 DOWNSIZE SYSTEM FOOTPRINT 11/18/08 I REVISE RIM ELEVATIONS, ADD TRASH RACK �� This drawing or electronic file is for the purpose of specifying stormwater treatment equipment to be furnished by CONTECH Stormwater Solutions (CSS). IK Title block information, excluding the CSS logo and the stormwater treatment system product designation and patent number, if applicable, may be deleted if IK necessary. Revisions to any part of this drawing, except as previously noted, without prior coordination with CSS shall be considered unauthorized use of proprietary information. mwwmm orm IL STORMWATER SOLUTIONS... contechstormwater.com 0120" UNDERGROUND DETENTION SYSTEM - 33094 -03 %hivcwu0 CMP DETENTION SYSTEMS FILE NAME: CSS Detention SUB.dwt DESIGNED;: DRAWN: IK I DLF CHECKED:: ISHEET NO. XXX DATE: 24 OF 33 11/11/08 Im 1 2 KEY () i' . __ ' ' FOR DIAMETERS * • FOR DIAMETERS FROM 102" AND LARGER MEASURED TO TOP OF OR BOTTOM OF FLEXIBLE PAVEMENT. ". ,i i, LTA Lei NiN r PRIOR rDING, THE FOUNDATION MUST BE CONSTRUCTED TO ENCOUNTERED UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE DURING EXCAVATION, BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER- ONCE THE FOUNDATION PREPARATION IS COMPLETE, 4" - 6" OF A WELL-GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE, BEDDING. BACKFILL THE BACKFILL SHALL BE AN A1, A2 OR A3 GRANULAR FILL PER AASHTO M145, OR A WELL - GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER (SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8" LOOSE LIFTS AND COMPACTED TO 90% AASHTO T99 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (16 ") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY SITE ENGINEER. 1 TYPICAL BACKFILL DETAIL SCALE: N.T.S. DATE REVISION DESCRIPTION �� This drawing or electronic file is for the purpose of specifying stormwater treatment equipment to be furnished by CONTECH Stormwater Solutions (CSS). 11112/08 DOWNSIZE SYSTEM FOOTPRINT IK Title block information, excluding the CSS logo and the stormwater treatment system product designation and patent number, if applicable, may be deleted if 11/18/08 REVISE RIM ELEVATIONS, ADD TRASH RAC,K IK necessary. Revisions to any part of this drawing, except as previously noted, without prior coordination with CSS shall be considered unauthorized use of proprietary information. � � w 1/2"0 BOLT & STRAP 12-1/8 It 10 -1/4" ..r v H -12 HUGGER BAND SECTION GENERAL NOTES: 1. REFER TO CONTECH BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER TYPES. 2. BANDS FOR PIPE -ARCH ARE THE SAME AS FOR EQUIVALENT DIAMETER ROUND PIPE. 3. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: 12" THkU 48" 1 -PIECE 84" THRU 96" 2 -PIECE 102" THRU 144" 3- PIECES. 4. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR BANDS,,,! BOTH SINGLE AND DOUBLE BB&S, ARE FURNISHED WITH BACK-OP PLATE WELDED TO THE BAND AND THE STRAP. 5. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2 -2/3" ARE SUBJECT TO MANUFACTURING TOLERANCES. low sfii'1111[ �i =11115`1111 I'l I SCALE: N.T.S. k 6 Im HAND WELDS. ALL ALUMINUM A 14 GAGE ALUMINUM X 1/2 ". DIMENSIONS UNDERGROUND DETENTION SYSTEM - 33094-03 CROWN BMW CHARLOTTESVILLE, VIRGINIA SITE DESIGNATION: N/A �' �i►� ` r li �i � r� CMP DETENTION SYSTEMS FILE NAME: CSS Detention SUB.dwt DESIGNED: DRAWN: IK DLF CHECKED: SHEET NO. DATE: 25 OF 11/11/08 HEIGHT OF COVER • - lift, I • ��� PIPE SPAN, AXLE LOADS (kips) 1�1 -fit PIPE SPAN, AXLE LOADS (kips) INCHES 18 -50 50 -75 1 75 -110 110 -150 IK MINIMUM COVER FT CHECKED: SHEET NO. 12 -42 2.0 2.5 3.0 3.0 48 -72 3.0 3.0 3.5 4.0 78-120 3.0 3.5 4.0 4.0 126 -144 3.5 4.0 4.5 4.5 *MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE PIPE. • r MEASURED r • TOP OF _ ".. TO • '" R • ROADWAY SPECIFICATION FOR CORRUGATED STEEL PIPE - ALUMINIZED TYPE 2 STEEL SCOPE THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS. MATERIAL THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929. THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES. NO. DATE I REVISION DESCRIPTION 1 11/12/08 DOWNSIZE SYSTEM FOOTPRINT 2 1 11/18/08 1 REVISE RIM ELEVATIONS, ADD TRASH RAC,K r �. SHALL BE IN ACCORDANCE DA s #F THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION • INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS • HIGHWAY SECTION DIVISION OR ASTM A798 AND IN CONFORMANCE PROJECT WITH THE SPECIFICATIONS. IF THERE ARE .. 1 INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. BY This drawing or electronic file is for the purpose of specifying stormwater treatment equipment to be furnished by CONTECH Stormwater Solutions (CSS). I Title block information, excluding the CSS logo and the stormwater treatment system product designation and patent number, if applicable, may be deleted if I necessary. Revisions to any part of this drawing, except as previously noted, without prior coordination with CSS shall be considered unauthorized use of proprietary information. TRAFFIC RATED MANHOLE OR CATCH BASIN r CONTRACTOR) VEHICULAR WEARING —1 SURFACE COMPACTED SUBGRADE CUT RISER TO FINAL ELEVATION IN FIELD N _ 1111 CMP RISER ACCESS LADDER (BY MANUFACTURER) GRATE FRAME INSIDE DIAMETER SHOULD EQUAL APPROXIMATELY (RISER 0 + 31f) 0 SIZE, REINFORCING BY ENGINEER 7 77 - I 1 1 I f 1 = !, !_.; REINF. CONC. CAP. OR ,, ' ! BASE COLLAR/SLAB (BY OTHERS) USE FLEXIBLE JOINT MATERIAL TO PREVENT CONCRETE FROM CONTACTING THE RISER IN ANY WAY I I I I [ I I MANHOLE LID 1 A-A I OR I CATCH BASIN LID -_ I I IN �� I I I REINFORCED CONCRETE MANHOLE CAP NOTES: (BASE COLLAR/SLAB) DESIGNED BY ENGINEER 1. THE CONCRETE CAP (BASE COLLAR/SLAB) SHALL BE SIZED AND DESIGNED BY OTHERS SO, THAT THE LOADS ARE TRANSMITTED TO THE SOIL, AND NOT THE RISER. 2. THE CONCRETE CAP SHALL BE SIZED TO PROVIDE AN ADEQUATE BOTTOM AREA BASED ON THE ALLOWABLE BEARING CAPACITY OF THE SOIL. 3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EQ.) TO BE STIFF ENOUGH SO THAT THE CONCRETE CAN NEVER ENGAGE WITH THE RISER CORRUGATIONS. 0 a MANHOLE CAP DETAIL SCALE: N.T.S. • 1111111111111-61L JUs w��l %�■� wu® �•!i �'� ►� i`'� ■ ■®lei• CMP DETENTION SYSTEMS FILE NAME: CSS Detention SUB.dwt DESIGNED: DRAWN: IK DLF CHECKED: SHEET NO. XXX DATE: 26 OF 33 11/11/08 FOCIVI \ i cv�, cp6• i �Q• i i 39 1 h�L -- -- -- `� —\—_— -- — - - - - -- PITAL /AIRPORTS — - -- - -- -- _ ' - --- - -- - 4 — _ —__ — — - -- - -- _ — — -- — _ —409— — — —� / - - -_ -___ —_ __ �— / , , / I I I I I w I \ J r \s ROUTE t 250 RICHMOND ROAD/ ISLAND SIG ( ; I I �o -AY o ONE WAY ZON (90 R /W) O SIGN \ � 0 co co —�- -— \ \\ \\ — w9 �9 — �� - -- �9 O co O O \O \ \\ \ \ FILTERRA(F4) 0 - O O AL \ _ _ i--- -1\��— _—_�(- 1111 _ = - =T = O O O / /(!�/ III \ \1 I\ (-iT I II � 1 1 wl 1 _ - _ 1 __ � O O /r�-/ / P--1i I _ - II -0 -- (2,--0- �I I � w Q I I « ! 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I � _- • ;, r --,.,- ;�. / / / � / / / / / / / I� � a // /- �--�� \ I III I I I i I i l• � , \ \-,/ �\ / \ / \/ ` /.-'`i •. \ ,= '\.I \ , j: / /, //% // /// / CATCH BASIN STORMFILTERs3 I:♦m I \,Xx \ PARCEL# 07800 00 00 01500 \ / �' �' i / /'�, / /// / ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1240 -287 ZONING: / , HIGHWAY COMMERCIAL = =_ _ = _ � _-_ _ =-'�_ � _ =-_-_ _ ---- \I _ - / ___ -- - I i, -- _ III ,, -' ,, -''� I _' III / / /�� �5 /' /III _ - �(� / it i / it 1 III II - - - - - -_ , -' l _- = —_ ��- - -- III, / III' IIII ,� I II (� = � =T- =� 1, / — / / / /� // // ,� /* , - --, / �- / \ \ LL =J LOCATION MAP (NTS) a 1 / Ili / I/ AT-, T-a i3V -'C)RE YOU DTG x Mi4 nvyz p.aM You M1on� EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS, SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE, LEGEND DA TO CATCH BASIN STORMFILTERzi _TT 19 DA TO CATCH BASIN STORMFILTER #2 DA TO CATCH BASIN STORMFILTER* DA TO FILTERRA #I DA TO FILTERRA 42 DA TO FILTERRA z3 DA TO FILTERRA #4 DA TO FILTERRA a5 TYPE OF BMP DA IMPERVIOUS AREA (AC) (AC) CATCHBASIN STORMFILTEP=l 0.18 0.16 MANHOLE STORM9LTEQa2 0.32 0.32 CATCHBASIN STORMFILTEPu3 0.37 0.32 FILTERRA =1 0.09 0.09 FILTERRA =2 0.32 0.26 FILTERRA n3 0.2 0.18 FILTERRA =4 0.33 03 FILTERRA n5 0.09 0.09 BMP DRAINAGE AREA MAP 0 30 60 REVISIONS I PY U z �Y\ Q O 110 'tL LL ` c U Q > > ooco 5u I 7C) �a)0gco co x c� O- — Q C � J LL] W W 01 LL �a D4' p ffi .4 p �� V _z 0 _j m Q 40 Z W -0 Lu — W nh L � 1 }: D Lu co M W > � `� 0) ,q qQ z 11J �— >�: O o,�w C)L W 0 2 !' o () I— -1 Owoz cC Ly a o- Q Q Q n (_) Q �✓ -) (-*1 =J Q Q W Q1 DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET C27 OF 33 SHEETS \ / / / t / \ \ \ \\ 1 \\ \ 1 1 1 1 1 1 I\ \ , ,� / \~ PARCEL# 07800 Oo 00 01500 / /lI / /// / / / / \ \�� \i/ \ ASTAR AS VA2 LLC D.B. 2793 -81 ZONING: HIGHWAY COMMERCIAL 1.769 AC / I WALL I I II I I I I Ili / I/ AT-, T-a i3V -'C)RE YOU DTG x Mi4 nvyz p.aM You M1on� EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS, SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE, LEGEND DA TO CATCH BASIN STORMFILTERzi _TT 19 DA TO CATCH BASIN STORMFILTER #2 DA TO CATCH BASIN STORMFILTER* DA TO FILTERRA #I DA TO FILTERRA 42 DA TO FILTERRA z3 DA TO FILTERRA #4 DA TO FILTERRA a5 TYPE OF BMP DA IMPERVIOUS AREA (AC) (AC) CATCHBASIN STORMFILTEP=l 0.18 0.16 MANHOLE STORM9LTEQa2 0.32 0.32 CATCHBASIN STORMFILTEPu3 0.37 0.32 FILTERRA =1 0.09 0.09 FILTERRA =2 0.32 0.26 FILTERRA n3 0.2 0.18 FILTERRA =4 0.33 03 FILTERRA n5 0.09 0.09 BMP DRAINAGE AREA MAP 0 30 60 REVISIONS I PY U z �Y\ Q O 110 'tL LL ` c U Q > > ooco 5u I 7C) �a)0gco co x c� O- — Q C � J LL] W W 01 LL �a D4' p ffi .4 p �� V _z 0 _j m Q 40 Z W -0 Lu — W nh L � 1 }: D Lu co M W > � `� 0) ,q qQ z 11J �— >�: O o,�w C)L W 0 2 !' o () I— -1 Owoz cC Ly a o- Q Q Q n (_) Q �✓ -) (-*1 =J Q Q W Q1 DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET C27 OF 33 SHEETS TYPE OF BMP DA IMPERVIOUS AREA (AC) (AC) CATCHBASIN STORMFILTEP=l 0.18 0.16 MANHOLE STORM9LTEQa2 0.32 0.32 CATCHBASIN STORMFILTEPu3 0.37 0.32 FILTERRA =1 0.09 0.09 FILTERRA =2 0.32 0.26 FILTERRA n3 0.2 0.18 FILTERRA =4 0.33 03 FILTERRA n5 0.09 0.09 BMP DRAINAGE AREA MAP 0 30 60 REVISIONS I PY U z �Y\ Q O 110 'tL LL ` c U Q > > ooco 5u I 7C) �a)0gco co x c� O- — Q C � J LL] W W 01 LL �a D4' p ffi .4 p �� V _z 0 _j m Q 40 Z W -0 Lu — W nh L � 1 }: D Lu co M W > � `� 0) ,q qQ z 11J �— >�: O o,�w C)L W 0 2 !' o () I— -1 Owoz cC Ly a o- Q Q Q n (_) Q �✓ -) (-*1 =J Q Q W Q1 DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET C27 OF 33 SHEETS BMP DRAINAGE AREA MAP 0 30 60 REVISIONS I PY U z �Y\ Q O 110 'tL LL ` c U Q > > ooco 5u I 7C) �a)0gco co x c� O- — Q C � J LL] W W 01 LL �a D4' p ffi .4 p �� V _z 0 _j m Q 40 Z W -0 Lu — W nh L � 1 }: D Lu co M W > � `� 0) ,q qQ z 11J �— >�: O o,�w C)L W 0 2 !' o () I— -1 Owoz cC Ly a o- Q Q Q n (_) Q �✓ -) (-*1 =J Q Q W Q1 DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET C27 OF 33 SHEETS STORWFLTERUI CATCH BASIN MANHOLE**2 STOWFILTERul (2A) _PIM=395.0 9 LF OF 15" RCP 0.56% SLOPE INV IN IN=391.65 OUT=391.7 1-390.25 STOWNLTM132 MANHOLEn2B CATCH BASIN STORMFILTER RIM- 395.83- 10" kIDPE INV 10" HDPE IN=393.0 INV 12" HDP I I IN=39CO.0 4N_V OUT=388.0 if A L INLETAI OPTIONAL SLOPED LID CORNER ELEVATIONS TO BE SPECIFIED BY ENGINEER 2y2" REBAR SPACING CARTRIDGE CATCH BASIN STOf2MFILTER =I C D B FLOW KI['--" CONCRETE COLLAR AND REBALR BY A D ------ SECTION A-A 18'QARFRID053, DEEP 3YSILM /-OUTLET STUB /_ WEIRWALL FLOATABLES BAFFLE SECTION 8-1131 OUTSIDE RIM 2' f - INSIDE RIM 1-1N51 DE RIM INSIDE RIM ------------- x II A VA JI INSIDE MM II F II j PERMAINENT POOL ELEVATION RIM ELEV. 395,0' `2I r FLOW _015'47 LflLef STUB 17INSIDE I-L INV. eLaV. 3911' N1.02* OU%c_T PIPE FROM FLOWKIT OUTSIDE SECTION C-C 77777��;] '7 VANED INLET 6 RAkm ACCESS COVER OVERLAP PLAN VIEW The Starrilwater Marage StormFilte�vt PROPOSAL DAS PFWD,�C r?,Wf SE PRWECTEU BYGUE OR hrqE CF riF FOUL4h1W.1 U � 0. F A T E I i I S.' L 4 r 1,15 Z4,1 A A, t 7. V, L I W, 15i, tiffs T,Wat A G VA fD 9 a; LIFTING EYE ff YP. OF 4) PERMANENT POOL ELEVATION g \_•ARfRJ0GE V_-r SUPPORT SECTION D-D MAI ERIALS LIST - PROVIDED BY CON I ECH COUNT DESCRIPTION du 2 18' 15 GPM CARTRIDGE(SLK) CONTECH I FLOW KIT CONTECH OF PEAK FLOW PRECASTER SPECIFIC FLOW RATE 2 GPM OF STORMFILTER fSF 1 28" x 28' VANED INLET COVER CONTRACTOR JOINT SEALANT (BY PRECASTER) 25" x 28'ACCES5 COVER CON FRAC TOR GRADE RING&RISERS CONTRACTOR 1 1030' x 4" FRAME AND COVER SECTION 8-1131 OUTSIDE RIM 2' f - INSIDE RIM 1-1N51 DE RIM INSIDE RIM ------------- x II A VA JI INSIDE MM II F II j PERMAINENT POOL ELEVATION RIM ELEV. 395,0' `2I r FLOW _015'47 LflLef STUB 17INSIDE I-L INV. eLaV. 3911' N1.02* OU%c_T PIPE FROM FLOWKIT OUTSIDE SECTION C-C 77777��;] '7 VANED INLET 6 RAkm ACCESS COVER OVERLAP PLAN VIEW The Starrilwater Marage StormFilte�vt PROPOSAL DAS PFWD,�C r?,Wf SE PRWECTEU BYGUE OR hrqE CF riF FOUL4h1W.1 U � 0. F A T E I i I S.' L 4 r 1,15 Z4,1 A A, t 7. V, L I W, 15i, tiffs T,Wat A G VA fD 9 a; LIFTING EYE ff YP. OF 4) PERMANENT POOL ELEVATION g \_•ARfRJ0GE V_-r SUPPORT SECTION D-D MAI ERIALS LIST - PROVIDED BY CON I ECH COUNT DESCRIPTION INSTALLED BY 2 18' 15 GPM CARTRIDGE(SLK) CONTECH I FLOW KIT CONTECH OF PEAK FLOW PRECASTER SPECIFIC FLOW RATE 2 GPM OF STORMFILTER fSF 1 28" x 28' VANED INLET COVER CONTRACTOR JOINT SEALANT (BY PRECASTER) 25" x 28'ACCES5 COVER CON FRAC TOR CATCH BASIN Foar (TYP, OF 4) SITE DESIGN DATA WATER QUALITY 0.06 CFS FLOW RATE 3 PEAK rLOW 1.i1 CF RATE 2�1 PVC SLIP PLOO RETURN PERIOD 10YRS OF PEAK FLOW PRECASTER SPECIFIC FLOW RATE 2 GPM OF STORMFILTER fSF FILTER MEDIA TYPE ZPG w z > < z> uuj) z 5. 0' uj uj 3: () 4 z1by"I .4 "Ar -Its- Ii �` 1 1; -Es � reps it GENERAL NOTES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. Z DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3, STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORIDANCEVVITH ALL DESIGN DATA AND =fi INFORMATION CONTAINED IN THIS DRAWING. 4. STEELSTRUC*JRE TO LIE MANUFACTURED OF IM INCH .STEEL PLATE, CASTINGS SHALL MEET AASH'10 H20 LOAD RATING. FOR H2O LOAD RNTING ON STRuC ruRE. CONCRETE COLLAR IS REQUIRED AND TO BE PROVIDED BY CONTRACTOR, 4A b. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF z (:LEANING. RADIAL MEDIA UEP Ul SHALL BE 7- INCHES. FILTER ER MEDIA CourAcT nmE SHALL BE AT LEAST 19 0 SECONDS, E CONTACT 6. SPECIFIC FLOW RATE 13 EQUAL TO THE FILTER TREATMENT CAPACITY (GPM) DIVIDED BY THE FILTER :D SURFACE AREA (3F), 4A2 E L INSTALLATION NOTES -L ANY SUB-BASE, ANDIOR &kf KFILL DEPTH ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD, 2, CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE [t STORNIFILTER STRUCTURE, 1 CONTRAU 'TOR TO SET BOTTOM OF STRUCTURE AT LEVEL. 4 CATCHBASIN STORMFILTER EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN WAMETER, CONNECTION 10 COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY BASPRLENWE QON'TRAe; VOR. (11BSF2-8U8,DWG 5- CONtRAC I'OR TO TAKE APPROPRIArE MEASURIS rX) PRO'TEQI' CAR IRID0V_3 FROM CONSrRUCTION-RELATED 11AII! EROSION RUNOFF ONE DESIGNED, NAAR 6. FOR H20 LOAD RAIING, CONTRACTOR TO PROVIDE CON1,1RETE COLLAR AS SHOWN WITH QUAN'fITY (2)#4 AML AM REBAR, MANHOLE ST02MFILTE� rt2 CONTR ACTOR TO QROVT TO FINISHED GRADE (SEE PLAN FCR LOCATION) GRADE RINQRISFRS FIJH CARTRIO(iE - FLOW KIT IN L C-1 #2 PLAN VIEW SECTION A,A 7 A JTLET MANHOLE JUIURE FLOW SEE OUTLET DETAIL (THIS SHEET) flOPE OUTLET RISER HOPE OV TLET AiSER SAN' 0 COLLAR o1z' 8 TVU q-1 t� P 5 4F P11 J�j Y as FAI I ZO ' �' jx�j 4��? lilt 5 - 'R L ' 'a Aq P I � r1,r' i I4 a�a �Y_ 0 pu CON I'RAV (09 10 CU ('13' ; BYPASS A— PIECE OFF, jF 12" PIPE IS INSTALIATIU0 RE]WRED (SEE NOTE 5) :7) NIOLDIED-IN CUT LINE (sm INS- ('ALLA 140N NO I V 4) GROUT (by 'Im"TiEcri) SECTION 13-13 S UANOARD OU Mer ICI )ER FLO'WX I r 0A MATERIAL LIST - PROVIDED BY CONTECII PUM ELEV. 395.83' OUTLET DETAIL 0M-_NT DESCRIPTION INSTALLED BY 3 118% 15 GPM ZPG CARTRIDGE (BLK) PRECASTER 0 2�1 PVC SLIP PLOO PRECASTER I 10,' OUTLET RISER PRECASTER 1 FLOW KIT PRECA$TER 2, UWE NSIONSMARKED WITH () ARE REFERENCE DINIERSIONS, AGWAL DIMEf0ON$ MAY VARY. :1, F(hl FABRICATION DRA4a INGS's'd7fl DETAILED STRUICTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CoNTECH I JOINT SEALANT (BY PRECASTER) CONTRACTOR I PLC GRADE RING&RISERS CONTRACTOR 1 1030' x 4" FRAME AND COVER COKMACTOR I SITE DESIGN DATA WATER QUALITY PERFORMANCE SPECIFICATION FLOW RATE RADMLMWIA0f_PTH PEAK FLOW 1,89 CFS RATE SPEOFIC FLOW RATE SHALL $1- 2 OPWSF (MAXIMUM),, SPECIFIC FLOW RATE IS THE MEASURE OF [HE FLOW (GPM) DIVIDED BY THE MEDIA RETURN PERIOD 10YRS OF PEAK FLOW GENERAL NOTES FILTER MEDIA TYPE ZPG I it * A a Ail sil S. Z9 E_ ? 011, ANIL AML 1,330,94 I (102 bf, ST012MFILTEI2 DETAILS -0 z Z 6 0-\ 0 U- Q) > LL o" 0 L c: 0 C2 0 90 b IIE 3: co x 4- 6 Q q\ FE > Q 0 Q) z rj) o W ui U- A1 L7 4> J0 7 0 z m < 0 > z ui 0 Lu C) N �_ 3: Lu 0 > u I -L >" , () co m Lu > 0 M M 0 z C z u.� �- W�� 6- > o��W o 2 0 Z 0 < 1140 n 1: >- a 0 cf\ 0 W < ui Dk)A\NN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C28 OF 33 SHEETS PERFORMANCE SPECIFICATION RADMLMWIA0f_PTH SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS, SPEOFIC FLOW RATE SHALL $1- 2 OPWSF (MAXIMUM),, SPECIFIC FLOW RATE IS THE MEASURE OF [HE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUME1 RIC FLOW RATE 5HAL1 88 6 OPMtCF OF MEDIA IMAXIMUM), GENERAL NOTES INLET -1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NQITED OTHERWISE. IN'4 ELEV. 390.00' 2, UWE NSIONSMARKED WITH () ARE REFERENCE DINIERSIONS, AGWAL DIMEf0ON$ MAY VARY. :1, F(hl FABRICATION DRA4a INGS's'd7fl DETAILED STRUICTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CoNTECH REPRESENTATIVE, AYowconW.h-.pf,vjm 4, STORMFIrVA WAI'VEROIJAWY SI RUC PURE SfIALLBE INACCOROANCE WIrH ALL DESIGN DATA AMU iNfORMATION CONE AINEU'IN THIS DRMVING. CONTRAGMR TQ CONFIRNII STRUCTURE MEETS REcw,1RFMENT3 OF PROJECT. 6 $TR9o'njRE SHALL MEET AA$f ITO H$20 ANO CA$T1INQ$ SHALL MEET AA$f ITO ),1130$ LOAD RATING, AS$VMINQ EARTH COVER OF V AND GROUNDWATER ELEVATION AT OR BELOW, Ti tE LIU rLET PIPE INVER r EL EVAT IC'N. ENGINEER OF RIECORD TO CONFIRM ACTUAL 03ROUNDWATER ELEVATION.. OUTLET NOTES INV, ELEV. 388,00' , BE SPECiFIED 13Y ENGINEER OF REC ORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT VOTH SUFFICIENT i.IFTIN'a AND REACH CAPACITY TO LIFT AND SET THE STORNIRLTER STRUCTU4 5 - RE (LIFTING CLUTCHES PROVIDE[)). 3, CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 4, CONTRAOTORTO PROVIDE, IN$TAI.L, AND GROUT 14LIET PIK. (S). 5 CONTRACTORTO PROVIDE AND IN` TALL CONNECToRTO THE OUTLET RISER STUE), sTORMFILTER Wuipprzo WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE 13 LARGER THAN WCHES, C-CNTRACTOR TO REMOVE THE 8 INCH OUTLET $TU$ Xr MOLOeO IN OJT LINC, COUPLINO UY Vai-qNCO OR Et)UAL AND PROVIDUO BY CON tRACTOR, G. CON'IRACTOR'rOTAKF-APPRL)Pk!ATES,IEASL)RESTCPR(,),rf�-(;i-cARrRID(3f-:,S FROM CUNSTkUCFION-RELATEI)EROSIC)t4RUNOFF, J. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE 'PRESSURE FIT ONLY, Do N (3t.uF), C , t) N'T I- C H S'muctuRr wm(A�r PROPOSAL APPROXIMATE HEAVIEST PICK = 9,6030 LES, DRAWING it * A a Ail sil S. Z9 E_ ? 011, ANIL AML 1,330,94 I (102 bf, ST012MFILTEI2 DETAILS -0 z Z 6 0-\ 0 U- Q) > LL o" 0 L c: 0 C2 0 90 b IIE 3: co x 4- 6 Q q\ FE > Q 0 Q) z rj) o W ui U- A1 L7 4> J0 7 0 z m < 0 > z ui 0 Lu C) N �_ 3: Lu 0 > u I -L >" , () co m Lu > 0 M M 0 z C z u.� �- W�� 6- > o��W o 2 0 Z 0 < 1140 n 1: >- a 0 cf\ 0 W < ui Dk)A\NN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C28 OF 33 SHEETS CATCH 5TORMFILTER CARTRIDGE (TYP) CLEANOUT (5EE NOTE 2) ACCESS PLUG ON WEIR WALL UNDERDRAIN MANIFOLD 2' 2' -8" INSIDE IN51DE INSIDE OUTSIDE THE STORMWATEK MANAGEMENF 3- CARTRIDGE CATCHBASIN - SECTION VIEW (�A� SN No. 5,3 U.S. PATENT No. 5,322,6'L9, 1 No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHEK U.S. AND FOPFIGN 02006 CONTECH Stormwater Solutions PATENTS PENDING DRAWING A�11&�ITCA ^® DEEP STEEL CATCHBASIN STORMFILTER 'i���WWWWO i m'�' ' PLAN AND SECTION VIEWS STORMWATER CROWN BMW SOLUTIONS M contechstorrnwater.com DATE: XXMXM I SCALE: NONE I FILE NAME: FILENAME DRAWN: XXX CHECKED: XXX BASIN STO2MFILTE� :a3 PERMANENT POOL ELEVATION 4 "0 OPENING 1' -5 1/4" 2' VARIES 3' -3 5/8" MAX. 3' -3 5/8" i - 5" - r INLET STUB (OPTIONAL) 2' OUTLET STUB (SEE NOTE5 44 5) INSIDE (SEE NOTES 445) I 2' -0 1/2" 2 "0 OUTLET PIPE ~ OUTSIDE ~I FROM UNDEKDRAIN 3- CARTRIDGE CATCHBASIN - SECTION VIEW �BB� 2 LIFTING EYE (TYP OF 4) 4'9" PERMANENT POOL ELEVATION I I f 1. CARTRIDGE (TYP) SUPPORT -L— = —1 3- CARTRIDGE CATCHBASIN - SECTION VIEW U r . a d .— -- ,. a a. TY1E STORMWATEK MANAGEMENT .10 SCUM BAFFLE REINFORCING BARS 6 INLET STUB (SEE NOTE 6) 10 (OPTIONA No. 5,707,527, No. 6,027,639 MEDIA TYPE (C5f, PEKLITE, ZPG (SEE NOTES 445) No. 6,649,048, No. 5,624,576, RIM ELEVATION 3- CARTRIDGE CATCHBASIN - PLAN VIEW �1 1 AND OTHER U.S. AND FOREIGN (02006 CONTECH Stormwater Solutions 1 PATENTS PENDING 4 "0 OPENING DEEP STEEL CATCHBASIN STORMFILTER SECTION VIEWS CROWN BMW DIAMETER (TYP) 2 15" OUTLET STUB ACCESS COVER L(5EE NOTES 445) lTMP) 2 1/2" G" NO SOLID COVER NO NOTES /SPECIAL REQUIREMENTS: CONCRETE COLLAR plaq paq pryj (SEE NOTE 6) 5TORMFILTER CARTRIDGE (TYP) CLEANOUT (5EE NOTE 2) ACCESS PLUG ON WEIR WALL UNDERDRAIN MANIFOLD 2' 2' -8" INSIDE IN51DE INSIDE OUTSIDE THE STORMWATEK MANAGEMENF 3- CARTRIDGE CATCHBASIN - SECTION VIEW (�A� SN No. 5,3 U.S. PATENT No. 5,322,6'L9, 1 No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHEK U.S. AND FOPFIGN 02006 CONTECH Stormwater Solutions PATENTS PENDING DRAWING A�11&�ITCA ^® DEEP STEEL CATCHBASIN STORMFILTER 'i���WWWWO i m'�' ' PLAN AND SECTION VIEWS STORMWATER CROWN BMW SOLUTIONS M contechstorrnwater.com DATE: XXMXM I SCALE: NONE I FILE NAME: FILENAME DRAWN: XXX CHECKED: XXX BASIN STO2MFILTE� :a3 PERMANENT POOL ELEVATION 4 "0 OPENING 1' -5 1/4" 2' VARIES 3' -3 5/8" MAX. 3' -3 5/8" i - 5" - r INLET STUB (OPTIONAL) 2' OUTLET STUB (SEE NOTE5 44 5) INSIDE (SEE NOTES 445) I 2' -0 1/2" 2 "0 OUTLET PIPE ~ OUTSIDE ~I FROM UNDEKDRAIN 3- CARTRIDGE CATCHBASIN - SECTION VIEW �BB� 2 LIFTING EYE (TYP OF 4) 4'9" PERMANENT POOL ELEVATION I I f 1. CARTRIDGE (TYP) SUPPORT -L— = —1 3- CARTRIDGE CATCHBASIN - SECTION VIEW GENERAL NOTES 1) STOKMFILTER BY CONTECH 5TORMWATER 50LUTION5; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -867(;; ELKRIDGE, MD (866) 740 -33 15. 2) FILTERS TO BE SIPHON- ACTUATED AND SELF- CLEANING. 3) STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. 4) STOKMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWERTHAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, 5) CB5F EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (if APPLICABLE) AND OUTLET PIPING. 5TANDAKD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR, 6) FOR H -20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL 5TORMFILTEK5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 3- CARTRIDGE DEEP CATCHBASIN STOKMFILTEK DATA U CBSF #3 WATER QUALITY FLOW RATE cfs TY1E STORMWATEK MANAGEMENT .10 PEAK FLOW RATE (< 1.8 cfs) Sto- FilterO 2± RETURN PERIOD OF PEAK FLOW U.S. PATENT No. 5,322,629, 10 CARTRI DGE FLOW RATE (15 OR 7.5 m) No. 5,707,527, No. 6,027,639 MEDIA TYPE (C5f, PEKLITE, ZPG No. 6,649,048, No. 5,624,576, RIM ELEVATION AND OTHER U.S. AND FOREIGN (02006 CONTECH Stormwater Solutions PATENTS PENDING A:1v&L1v1e^ j@ STORMVIlATER DEEP STEEL CATCHBASIN STORMFILTER SECTION VIEWS CROWN BMW DIAMETER DRAWING 2 15" contechs ormwater.com DATE:11106/06 SCALE: NONE I FILE NAME: 33084 03_DTL DRAWN: IK CHECKED: IK GENERAL NOTES 1) STOKMFILTER BY CONTECH 5TORMWATER 50LUTION5; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -867(;; ELKRIDGE, MD (866) 740 -33 15. 2) FILTERS TO BE SIPHON- ACTUATED AND SELF- CLEANING. 3) STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. 4) STOKMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWERTHAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, 5) CB5F EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (if APPLICABLE) AND OUTLET PIPING. 5TANDAKD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR, 6) FOR H -20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL 5TORMFILTEK5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 3- CARTRIDGE DEEP CATCHBASIN STOKMFILTEK DATA STRUCTURE ID CBSF #3 WATER QUALITY FLOW RATE cfs .10 PEAK FLOW RATE (< 1.8 cfs) 2± RETURN PERIOD OF PEAK FLOW r5) 10 CARTRI DGE FLOW RATE (15 OR 7.5 m) 15 MEDIA TYPE (C5f, PEKLITE, ZPG ZPG RIM ELEVATION 394.2 PIPE DATA: I I.E. DIAMETER IN LET STUB I N/A 15" OUTLET 5TU13 1 389.4` 15" CONFIGURATION OUTLET 1001 O INLET OUTLET O 00 INLET SLOPED LID NO SOLID COVER NO NOTES /SPECIAL REQUIREMENTS: INLET GRATE ACCESS COVER ►�i�i�i�i�i�i l��i�i�i�i�i�i�i�i�i�i�i' i�i�i�i�i�i�i ►i�i�i�i�i�i�i�i�i�i�i�i' • • Q MMMIM DEEP STEEL CATCHBASIN STORMFILTER •- • DATA STORMATER CROWN • STORWLTER#3 CATCH BASIN MANHOLEtt24 STORMFILTEP=3 — RIM =395,9 (25) — RIM =394.2 22 LF OF 15" RCP 0.91% SLOPE INV INV IN =389.2 OUT =389. —387.9 STOPMFILTEP DETAILS REVISIONS I FY U z w y� Q O ILL L � U Q > � f) t Q C LO 00 I cn �6 �N U) )0gCO 3: co x ai .,•.. 0 o Z N Q �J) o W W w 01 ILL ° `9 0 O Q z C'm �< Oda V z 0 � U m z w Lu- m W > C1� zz �( Q z w(D � O oWJW O 2 Z�o 0 :[ Q1 DC a Q Q Q —F )-0 U mM cF � Q Q w CIC DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE NITS SHEET C29 OF 33 SHEETS (F5) I -TC =394.5 MTERRA (F4 & F5) INLETu4 - RIM =394,0 3 LF OF 4" 3 LF OF' 4" HDPE HDPE aO.5% SLOPE ®0.5% SLOPE 15" RCP INV INV INV OUT =391.0 IN =390,9 IN =390.9 INV OUT =389,0 SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) \ y PRECAST '•e, TOP SLAB 4 -6" CLEAR THROAT = OPENING ., • '' ..e .' dv• 4 d -' v 4 a v4 ° 4.4 CAST -IN -PLACE a DEPRESSED GUTTER °' ° a AND THROAT OPENING a (BY CONTRACTOR) #4 DOWEL BARS ® 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL •' THROAT PROTECTION DEVICE :• .I I. DO NOT REMOVE - LEAVE I I: •� .. IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED V IMPORTANT FILTERRA FL❑WLINE MUST BE AT A HIGHER SECTION VIEW ELEVATI ❑N THAN BYPASS STANDARD FILTERRA THROAT OPENING FLOWLINE OTHER) INLET OR MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4 Q a,]1N S fl(�L%J U® FILTERRA® THROAT OPENING AND GUTTER OR FLUME DETAIL US PAT 6,277,274 Cold& 0 2007 by Amedcag AND 6,569,321 TYPE OF BMP DA (AC) FLUME - SLOPED CROWNED FLUME FILTERRA (FD 0.09 0.09 6X4 TOWARDS FILTERRA THROAT PRECAST FILTERRA 0.26 12X4 TOP SLAB (TYP) 0,2 PRECAST 6X4 FILTERRA (F4) FILTERRA - FILTERRA THROAT 8X6 TOP SLAB CURB OPENING (TYP) x i r,'t5t}; �•.`-'�'Z.;+• +. ?wig •�''•i;,.�. --fin ?.�i.:vil�..•�_ 4 -6" FILTERRA `'��:.sF,J�,,%. THROAT OPENING ,s�: , OPENING � ^'.:". = `i "M•; 4 -6' OPENIN -6" DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV'k FLOWLINE ELEV'B' ELEVATION VIEW CAST -IN -PLACE ` 00 STRUCTURE JOINT (TYP) - .. s. • • FLUME & GUTTER _ p F OUTLET PIPE F- (BY OTHERS) CONNECT C (SLOPED TOWARD PRECAST i ;; DOWEL FILTERRA THROAT) ; t FILTERRA CAST -IN -PLACE (NP) . DOWEL BOX WALL FLUME & GUTTER BY WRITTEN AUTHORIZATION FROM FILTERRA PRECAST r, ;'• OYP) (CROWNED AND SLOPED DWG: FLP -2 FILTERRA TOWARD FILTERRA THROATS) >4 BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) \ y PRECAST '•e, TOP SLAB 4 -6" CLEAR THROAT = OPENING ., • '' ..e .' dv• 4 d -' v 4 a v4 ° 4.4 CAST -IN -PLACE a DEPRESSED GUTTER °' ° a AND THROAT OPENING a (BY CONTRACTOR) #4 DOWEL BARS ® 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL •' THROAT PROTECTION DEVICE :• .I I. DO NOT REMOVE - LEAVE I I: •� .. IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED V IMPORTANT FILTERRA FL❑WLINE MUST BE AT A HIGHER SECTION VIEW ELEVATI ❑N THAN BYPASS STANDARD FILTERRA THROAT OPENING FLOWLINE OTHER) INLET OR MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4 Q a,]1N S fl(�L%J U® FILTERRA® THROAT OPENING AND GUTTER OR FLUME DETAIL US PAT 6,277,274 Cold& 0 2007 by Amedcag AND 6,569,321 TYPE OF BMP DA (AC) IMPERVIOUS AREA (AC) SIZE (FEET) FILTERRA (FD 0.09 0.09 6X4 FILTERRA (F2) 0.32 0.26 12X4 FILTERRA (F3) 0,2 0.18 6X4 FILTERRA (F4) 0.33 0.3 8X6 FILTERRA (F5) 0.09 0.09 6X4 FILTERRA (F4) INV OUT =391.0 FILTERRA 09) FILTERRA (FI) -TC =375.0 INLETu6 34 LF OF 4" HDPE ®0,5% SLOPE INV INV OUT =371.5 OUT= 371,33 - RIM =373.0 -15" QCP IN OUT = 368.75 FLTERRA O=Z FILTERRA (F2) -TC =374.9 INLET== - RIM =373.0 30 LF OF 4" HDPE ®0.5% SLOPE INV INV OUT =371.4 OUT = 371.25 -15" RCP INV OUT = 368,75 FLTSMA (F3) FILTERRA (F3) -TC =375,4 INLETa6 -RIM =373.0 27 LF OF 4" HDPE ®0.5% SLOPE INV INV OUT =371.9 OUT = 371.76 15 RCP INV OUT= 368,75 FILTERRA -• CLEANOUT CURB INLET poa ����aa��Q COVER BY AMERICAST ell Qp �O 04�440 6��D�o� TREE FRAME & GRATE LLLLL LL LLLL' (NOT SHOWN GALVANIZED CAST IN TOP SLAB TOP SLAB FOR CLARITY) ANGLE NOSING TOP SLAB 8' -0" 6' -0" PLAN VIEW STANDARD TRANSITION FROM ELEV 'A' MUST CURB AND STANDARD TO BE HIGHER GUTTER DEPRESSED (TYP) GUTTER (TYP) THAN ELEV 'B' SLOPE -_� FILTERRA THROAT CURB INLET THROAT GUTTER FLOW GUTT RE FLOW DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV'k FLOWLINE ELEV'B' ELEVATION VIEW INTERLOCKING FILTERRA UNIT - STORMWATER 00 STRUCTURE JOINT (TYP) - .. s. • • O _ p F OUTLET PIPE F- (BY OTHERS) CONNECT C TO STORM DRAIN Z (2) 4x4 EFFLUENT PERFORATED INVERT OUT STORMWATER UNDERDRAIN SYSTEM (3' -6 ") STRUCTURE BY AMERICAST EFFLUENT IN (MUST BE LOWER) CROSS SECTION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA vl W DATE: 07 -07 -06 DWG: FLP -2 �-- >4 Q FILTERRA® TYPICAL FLOWLINE 0 U Lu 23 0 =L�7 rat AND OULET PIPE RELATIONSHIP 1 US PAT 6,277,274 Q D_ AND 6,569,321 Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown w7i the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal .fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit to be placed such that the unit and top slab match the grade of the curb in the area of the unit, Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connectionLs shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the .internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non- shrink grout, butyl rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will remove these sections at the time of activation. Backfilling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts oil all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra unit shall conform to ASTM specification C891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra® units is at a greater elevation than the flaw -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra' environmental device. G. Each Filterra® unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through gutter flow or through the tree grate. w i +A ` J T- ro SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL INLET SHAPING (BY OTHERS) (BY OTHERS) (OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED TREE GRATE QTY & SIZE COVER BY AMERICAST 6' -0" TREE FRAME & GRATE CAST IN (NOT SHOWN GALVANIZED CAST IN TOP SLAB TOP SLAB FOR CLARITY) ANGLE NOSING TOP SLAB 8' -0" 6' -0" CURB AID UTER INTERLOCKING JOINT (TYP) 10 x 6 / Y OTHERS) (1) 4x4 6" SDR -35 PVC �- STREET DOWEL BARS > ¢ Z ® 12" O.C. �= FILTER MEDIA PROVIDED BY AMERICAST l W PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM UNDERDRAIN STONE PROVIDED BY AMERICAST BY AMERICAST SECTION A -A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6' -0" 4' -0" (1) 3x3 4" SDR -35 PVC 8 x 4 8' -0" 4' -0" (1) 3x3 4" SDR -35 PVC 8 x 6 8' -0" 6' -0" (1) 44 4" SDR -35 PVC 10 x 6 10' -0" 6' -0" (1) 4x4 6" SDR -35 PVC 12 x 4 12' -0" 4' -0" (2) 3x3 4" SDR -35 PVC 12 x 6 12' -0" 6' -0" (2) 4x4 6" SDR -35 PVC 13 x 7 13' -0" 7' -0" (2) 4x4 6" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 09 -04 -07 DWG: FTNW -3 PRECAST FILTERRA@ UNIT���fo1���1® NARROW WIDTH CONFIGURATION l�l Copyright 0 2007 by Amcricast US PAT 6,277,274 _ AND 6,569,321 Activation fi rrd A. Activation of the Filterra` unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra® inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra® system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. Maintenance A. Each correctly installed Filterrag unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service is to be included in the price of each Filterra® unit. Extended maintenance contracts are available at extra cost upon request. B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads including salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each maintenance visit consists of the following tasks. 1. Filterra unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. 06128105 wNi'w.11lterraxoln Toll Free: (856) 34-134.53 G6V2 &Y.'5 WS'S'w.tlltei'I'axonr rnzt Free: (365) 349 -3=158 NOTE: REFER TO LANDSCAPE PLAN FOR PLANT REQUIRED FOR FILTERRA FILTEPPA DETAILS REVISIONS 15Y U. ZI Z Q UI U_ V c O D Z Q J W W D[ DRAW�� AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C30 OF 33 SHEETS o r Q r� $ U Q N > (b Q .o O' 0*, CO 0 U ti I O q CO \' CC) x Q) C.0 O\ 0 > P W W DRAW�� AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C30 OF 33 SHEETS o r v- r� $ U 1 C:) O' -J U ti 'A I DRAW�� AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C30 OF 33 SHEETS V z_ -J U MD W \' 0 > P W �'- W °w <5 .1 co co M W > �Q° z vl vl W ZQQ U0 3: �-- >4 Q ~ 0 U Lu 23 0 1 Q D_ a- = )- 0 U DC4 � Q Q W C11 DRAW�� AK CHECKED CAG DATE JUNE 29, 2011 SCALE NTS SHEET C30 OF 33 SHEETS ONE -WAY SIGN FOCMKPO LJ TPED �— ONE -WAY/ ISLAND SIGN -WAY WRONG W V SIC,N HIGHWAY SIGN r ROUTE 250 — RICHMOND ROAD � J _ __ (90) R/W) 149.86' TIE S 89 °56'19" E - - -- - --------- — — — --- — — — — — — — — — — EXISTING 5" 'COLUMNARE' REBAR RED MAPLE Q III DRAINAGE IC II III p Z U III EASEMENT TTTFm 1 I I lav I f45' \ DRAINAG ! / / EASEMEN� RIM= \ 5 O -HH �, FILTERRA UNITS -SHALL BE P ANTED ! I EE AR 8 WIT BBTC�Il� III ! TREE � I II EXISTING TREES / III I TO REMAIN PROTECTION FENCE I II I I II ! I II ! I II ! III ! I II II! I II � I II I II !II iII I II j III � Ali IPF f/2 REBAR 59' DRAINA 1 ' TREE Y PROTECTION l FENCE �4J 4 i PARCEL # 07800 00 00 01500 �$ ASTAR ASBFVA2 LLC f f D.B. 2793 -81 f ZONING: HIGHWAY COMMERCIAL ®f 1.769 AC f Jj f I 3 I ❑ DR INA E f EA EM NT DRAINAGE f EASEMENT f f f �f IPF 1/2" _ — —� REBAR /+ N 89'5_4_'54" E 275.23 TIE PLANT LIST PARCEL# 07800 00 00 015CO DRAINAGE N / F IPS 5/8" EASEMENT ALBEMARLE COUNTY SERVICE AUTHORIT) REBAR D.B. ZONING: 87 ZONING: HIGHWAY COMMERCIAL NOTE: INFORMATION REGARDING TREE SPECIES FOR EXISTING TREES ALONG ROUTE 250 (ON EXISTING CROWN BMW SITE) SHOWN IN THIS DRAWING IS BASED ON APPROVED PRELIMINARY PLAN PREPARED BY SHEERAN ARCHITECTS, DATED 10/26/98, AND SIZE HAS BEEN SHOWN FROM BEST ESTIMATION USING CURRENT PHOTOGRAPHS OF THESE TREES_ NOTE: A LOW MAINTENANCE, NON - GRASSED GROUNDCOVER SHALL BE PROVIDED ON ALL SLOPES STEEPER THAN 3:I. NOTES: - REQUIRED PLANTING FOR FILTERRA UNITS SHALL BE PROVIDED BY AMERICAST. - PLEASE SEE FLOW PLAN SITE (SDP- 08 -38) FOR PLANTING ALONG EAST SIDE OF PARCEL 15. -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. {e� SITE `fo 'po S PjE�bA \Nt�� LOCATION MAP (NTS) T _I1ZS CAT-jT., FsEr�c�RE YOU DTG EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. QUAN. SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING QUERCQ S 3.5" CALIPER, AS 12 w W PHELLOS WILLOW OAK 8' MIN. HT, SHOWN ACE~R AUTUMN BLAZE 2.5" CALIPER, AS 10 Rfm RM RUBRUM 8' MIN. HT. SHOWN AUTUMN BLAZE' RED MAPLE BUB 2.5" CALIPER, 3 AH AH CARPINUS AMERICAN 8' MIN. HT. OW CAROLINIANA HORNBEAM BEB SHOWN ULMUS 'PRINCETON' 3.5" CALIPER, AS 8 + UA AMERICANA ELM 8' MEIN. HT. SHOWN - 'PRINCETON' ZELKOVA JAPANESE 3.5" CALIPER, AS 4 JZ SERRATA ZELKOVA 8' MIN. HT. SHOWN 2.5" CALIPER, !I osa SB AMELANCNIER SNADBLOW 8' MIN. NT. AS CANADENSIS SERVICEBERRY BBB SHOWN 49 CL CLETHRA SWEET 24" MIN. HT. 4'-0" ALNIFOLIA PEPPERBUSH 5 GAL. O.C. 106 DB ILEX CORNUTA DWARF 24" MIN. HT. 4' -0" DWARF BURFORD' BURFORD HOLLY 5 GAL. O.C. ILEX CARISSA 24" MIN. HT. 4'-0" 103 CH CORNUTA HOLLY 5 GAL, O.C. CARISSA' 5 BB CEPHALANTHUS BUTTONBUSH 24" MIN, HT. AS OCCIDENTALIS 5 GAL. SHOWN 650 ® HH HEDERA HELIX ENGLISH IVY 2.25" POT O.C. 64 ANNUALS 2.25" POT O'_1011 O.C. EX' RACEP COLUMNARE 5" CALIPER AS 2 TREE COLUMNM RED MAPLE (EXISTING) SHOWN PLANTING SIZES FOR THE MAPLE AND OAK TREES SHALL BE DETERMINED BY CALIPER SIZE. PLANTING SIZES FOR SMALL TREES AND SHRUBS SHALL BE DETERMINED BY MINIMUM HEIGHT REQUIREMENTS. LANDSCAPE PLAN 0 30 60 2EVISIONS I (3Y U z QC O L � U > tf? �Q o rnQo oU 1 Co 00 x N � c� O1 o z N Q C �3) 0 J W W W cy LL 0 ", 1A Aw ;;� eyk CD z_ 0 J m Q QO > z W 0 L UW Q �.' > 01 0 M W > �3: (f):;i W O � o� W �O �2 o U� _j OW °= cy DL 5 � a Q Q Q n Z O � U mom. Q u L_IL DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET c 3 OF 33 SHEETS I I II I N/ I I = = W III -12 -CL ; ;. III I D.B. 3098 -198 III I I - ZONING: ( (J) p p III 9 -DB _ _ T TURF I1J W W III ! ! 2 20' lav I f45' \ DRAINAG ! / / EASEMEN� RIM= \ 5 O -HH �, FILTERRA UNITS -SHALL BE P ANTED ! I EE AR 8 WIT BBTC�Il� III ! TREE � I II EXISTING TREES / III I TO REMAIN PROTECTION FENCE I II I I II ! I II ! I II ! III ! I II II! I II � I II I II !II iII I II j III � Ali IPF f/2 REBAR 59' DRAINA 1 ' TREE Y PROTECTION l FENCE �4J 4 i PARCEL # 07800 00 00 01500 �$ ASTAR ASBFVA2 LLC f f D.B. 2793 -81 f ZONING: HIGHWAY COMMERCIAL ®f 1.769 AC f Jj f I 3 I ❑ DR INA E f EA EM NT DRAINAGE f EASEMENT f f f �f IPF 1/2" _ — —� REBAR /+ N 89'5_4_'54" E 275.23 TIE PLANT LIST PARCEL# 07800 00 00 015CO DRAINAGE N / F IPS 5/8" EASEMENT ALBEMARLE COUNTY SERVICE AUTHORIT) REBAR D.B. ZONING: 87 ZONING: HIGHWAY COMMERCIAL NOTE: INFORMATION REGARDING TREE SPECIES FOR EXISTING TREES ALONG ROUTE 250 (ON EXISTING CROWN BMW SITE) SHOWN IN THIS DRAWING IS BASED ON APPROVED PRELIMINARY PLAN PREPARED BY SHEERAN ARCHITECTS, DATED 10/26/98, AND SIZE HAS BEEN SHOWN FROM BEST ESTIMATION USING CURRENT PHOTOGRAPHS OF THESE TREES_ NOTE: A LOW MAINTENANCE, NON - GRASSED GROUNDCOVER SHALL BE PROVIDED ON ALL SLOPES STEEPER THAN 3:I. NOTES: - REQUIRED PLANTING FOR FILTERRA UNITS SHALL BE PROVIDED BY AMERICAST. - PLEASE SEE FLOW PLAN SITE (SDP- 08 -38) FOR PLANTING ALONG EAST SIDE OF PARCEL 15. -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. {e� SITE `fo 'po S PjE�bA \Nt�� LOCATION MAP (NTS) T _I1ZS CAT-jT., FsEr�c�RE YOU DTG EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. QUAN. SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING QUERCQ S 3.5" CALIPER, AS 12 w W PHELLOS WILLOW OAK 8' MIN. HT, SHOWN ACE~R AUTUMN BLAZE 2.5" CALIPER, AS 10 Rfm RM RUBRUM 8' MIN. HT. SHOWN AUTUMN BLAZE' RED MAPLE BUB 2.5" CALIPER, 3 AH AH CARPINUS AMERICAN 8' MIN. HT. OW CAROLINIANA HORNBEAM BEB SHOWN ULMUS 'PRINCETON' 3.5" CALIPER, AS 8 + UA AMERICANA ELM 8' MEIN. HT. SHOWN - 'PRINCETON' ZELKOVA JAPANESE 3.5" CALIPER, AS 4 JZ SERRATA ZELKOVA 8' MIN. HT. SHOWN 2.5" CALIPER, !I osa SB AMELANCNIER SNADBLOW 8' MIN. NT. AS CANADENSIS SERVICEBERRY BBB SHOWN 49 CL CLETHRA SWEET 24" MIN. HT. 4'-0" ALNIFOLIA PEPPERBUSH 5 GAL. O.C. 106 DB ILEX CORNUTA DWARF 24" MIN. HT. 4' -0" DWARF BURFORD' BURFORD HOLLY 5 GAL. O.C. ILEX CARISSA 24" MIN. HT. 4'-0" 103 CH CORNUTA HOLLY 5 GAL, O.C. CARISSA' 5 BB CEPHALANTHUS BUTTONBUSH 24" MIN, HT. AS OCCIDENTALIS 5 GAL. SHOWN 650 ® HH HEDERA HELIX ENGLISH IVY 2.25" POT O.C. 64 ANNUALS 2.25" POT O'_1011 O.C. EX' RACEP COLUMNARE 5" CALIPER AS 2 TREE COLUMNM RED MAPLE (EXISTING) SHOWN PLANTING SIZES FOR THE MAPLE AND OAK TREES SHALL BE DETERMINED BY CALIPER SIZE. PLANTING SIZES FOR SMALL TREES AND SHRUBS SHALL BE DETERMINED BY MINIMUM HEIGHT REQUIREMENTS. LANDSCAPE PLAN 0 30 60 2EVISIONS I (3Y U z QC O L � U > tf? �Q o rnQo oU 1 Co 00 x N � c� O1 o z N Q C �3) 0 J W W W cy LL 0 ", 1A Aw ;;� eyk CD z_ 0 J m Q QO > z W 0 L UW Q �.' > 01 0 M W > �3: (f):;i W O � o� W �O �2 o U� _j OW °= cy DL 5 � a Q Q Q n Z O � U mom. Q u L_IL DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET c 3 OF 33 SHEETS {e� SITE `fo 'po S PjE�bA \Nt�� LOCATION MAP (NTS) T _I1ZS CAT-jT., FsEr�c�RE YOU DTG EVERY DIGGING JOB REQUIRES CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. QUAN. SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING QUERCQ S 3.5" CALIPER, AS 12 w W PHELLOS WILLOW OAK 8' MIN. HT, SHOWN ACE~R AUTUMN BLAZE 2.5" CALIPER, AS 10 Rfm RM RUBRUM 8' MIN. HT. SHOWN AUTUMN BLAZE' RED MAPLE BUB 2.5" CALIPER, 3 AH AH CARPINUS AMERICAN 8' MIN. HT. OW CAROLINIANA HORNBEAM BEB SHOWN ULMUS 'PRINCETON' 3.5" CALIPER, AS 8 + UA AMERICANA ELM 8' MEIN. HT. SHOWN - 'PRINCETON' ZELKOVA JAPANESE 3.5" CALIPER, AS 4 JZ SERRATA ZELKOVA 8' MIN. HT. SHOWN 2.5" CALIPER, !I osa SB AMELANCNIER SNADBLOW 8' MIN. NT. AS CANADENSIS SERVICEBERRY BBB SHOWN 49 CL CLETHRA SWEET 24" MIN. HT. 4'-0" ALNIFOLIA PEPPERBUSH 5 GAL. O.C. 106 DB ILEX CORNUTA DWARF 24" MIN. HT. 4' -0" DWARF BURFORD' BURFORD HOLLY 5 GAL. O.C. ILEX CARISSA 24" MIN. HT. 4'-0" 103 CH CORNUTA HOLLY 5 GAL, O.C. CARISSA' 5 BB CEPHALANTHUS BUTTONBUSH 24" MIN, HT. AS OCCIDENTALIS 5 GAL. SHOWN 650 ® HH HEDERA HELIX ENGLISH IVY 2.25" POT O.C. 64 ANNUALS 2.25" POT O'_1011 O.C. EX' RACEP COLUMNARE 5" CALIPER AS 2 TREE COLUMNM RED MAPLE (EXISTING) SHOWN PLANTING SIZES FOR THE MAPLE AND OAK TREES SHALL BE DETERMINED BY CALIPER SIZE. PLANTING SIZES FOR SMALL TREES AND SHRUBS SHALL BE DETERMINED BY MINIMUM HEIGHT REQUIREMENTS. LANDSCAPE PLAN 0 30 60 2EVISIONS I (3Y U z QC O L � U > tf? �Q o rnQo oU 1 Co 00 x N � c� O1 o z N Q C �3) 0 J W W W cy LL 0 ", 1A Aw ;;� eyk CD z_ 0 J m Q QO > z W 0 L UW Q �.' > 01 0 M W > �3: (f):;i W O � o� W �O �2 o U� _j OW °= cy DL 5 � a Q Q Q n Z O � U mom. Q u L_IL DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET c 3 OF 33 SHEETS PLANTING SIZES FOR THE MAPLE AND OAK TREES SHALL BE DETERMINED BY CALIPER SIZE. PLANTING SIZES FOR SMALL TREES AND SHRUBS SHALL BE DETERMINED BY MINIMUM HEIGHT REQUIREMENTS. LANDSCAPE PLAN 0 30 60 2EVISIONS I (3Y U z QC O L � U > tf? �Q o rnQo oU 1 Co 00 x N � c� O1 o z N Q C �3) 0 J W W W cy LL 0 ", 1A Aw ;;� eyk CD z_ 0 J m Q QO > z W 0 L UW Q �.' > 01 0 M W > �3: (f):;i W O � o� W �O �2 o U� _j OW °= cy DL 5 � a Q Q Q n Z O � U mom. Q u L_IL DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE I" = 30' SHEET c 3 OF 33 SHEETS Linear Application of DeepRoot Tree Root Barrler5 ait Time of Installing Concrete 51dewalk5 and Curbs TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT FREE ROOT BARRIER INSET INTO CONCRETE. BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. INSTALLATION SEQUENCE 1. Prepare base and subgrade Concrete \2. french to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) ° below finish grade of top of curb. 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. 5. Place form material against barrier (It may be nailed from the outside of the form) TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE COMPACTED BASE (or halfway between base and finish grade of SW). BARRIER RIBS FACE TOWARD TREE ROOTS. „A„ Concrete i Subgrade compaction ' Compacted crushed base. Typical DeepRoot UB 24 -2, optional use of UB 18 -2 Subgrade 5/8" (16mm) FOOT Top of root barrier 2" (5cm) below finish grade of curb Compacted crushed base l'-Subgrade compaction Typical DeepRoot UB 24 -2, Optional use of UB 18 -2 INSTALLATION SEQUENCE: 1. Prepare base and subgrade 2. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) below finish grade of top of sidewalk (or halfway between top of compacted base and finish grade of SW) 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. 5. Place form material against barrier (It may be nailed from the outside of the form) IMPORTANT NOTE: Free location must align with "as- built" center of barrier. Curb and DeepRoot UB 24 -2, typical DeepRoot UB 24 -2. Optional use of UB 18 -'2. UB TS -2 or LB 12-2 Minimum 6 panels or 12 linear feet (3.66m). BAPPIEP DETAIL PLANT LIST QUAN. SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING 12 W W QUERCUS PHELLOS WILLOW OAK 3.5" CALIPER, 8' MIN. HT. AS SHOWN '..,12�,•' REMOVE BURLAP & ROPE fD BEB FROM TOP 1/2 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL PLANTING --SHRUB N.T.S. ACER AUTUMN BLAZE 2.5" CALIPER, AS 10 G,- RM RUBRUM 'AUTUMN RED MAPLE 8' MIN. HT. SHOWN BLAZE' BBB 3 A"H AN CARPINUS CAROLINIANA AMERICAN HORNBEAM 2.5" CALIPER, 8' MIN, HT. BBB SHOWN 8 + UA ULMUS AMERICANA 'PRINCETON' ELM 3.5" CALIPER, 8' MIN. HT. AS SHOWN 'PRINCETON' ZELKOVA JAPANESE 3.5" CALIPER, AS 4 JZ SERRATA ZELKOVA 8 BNB HT. SHOWN II SB SB AMELANCHIER SHADBLOW 2.5" CALIPER, 8' NT. AS CANADENSIS SERVICEBERRY BIB SHOWN 49 CL CLETHRA SWEET 24" MIN. HT. 4'-0" ALNIFOLIA PEPPERBUSH 5 GAL, O.C. 106 O DB ILEX CORNUTA DWARF 24" MIN. HT. 4' -0" DWARF BURFORD' BURFORD HOLLY 5 GAL. O.C. 103 CH ILEX CORNUTA CARISSA 24" MIN. HT. 4'-0" CARISSA' HOLLY 5 GAL. O.C. 5 ® BB CEPHALANTI -IUS OCCIDENTALIS E3UTT0NBUSH 24" MIN. HT. 5 GAL. AS SHOWN 650 - ® PH PEDERA HELIX _ -- ENGLISH IVY 2,25" POT I' -O" O.C. 64 ANNUALS 2.25" POT O' -10" O.C. 2 ® EX. ACER RUBRUM COLUMNARE 5" CALIPER AS TREE COLUMNARE' RED MAPLE (EXISTING) i S.i, -TOWN -.. MULCH SHALL BE KEPT 2 -3 INCHES AWAY FROI, TREE TRUNK TOP OF ROOTBALL SHALL BE 2 -3 IN( ABOVE EXISTING GI MULCH SHALL BE KEPT 2 -3 INCHES AWAY FROM SHRUB TRUNK TOP OF ROOTBALL SHALL BE 1 -2 INCHES ABOVE EXISTING GRADE 3 INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) IF SHRUB IS B & B, THEN Z '..,12�,•' REMOVE BURLAP & ROPE fD FROM TOP 1/2 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL PLANTING --SHRUB N.T.S. PLAN 8" 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED W/2 -PLY (RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) 3 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST - 3 REQUIRED AT 120' BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BASKET, BURLAP & ROPE FROM TOP 1/2 OF THE ROOTBALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. TREE PLANTING � N. T. S. r "Ll\ 8" 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED W/2 -PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TOP OF ROOT BALL SHALL BE 2 -3" ABOVE EXISTING GRADE 3 INCHES MULCH (KEEP 2 -3" AWAY FROM TREE TRUNK) 4 INCH DEEP SAUCER 8' STEEL TEE POST- 3 REQUIRED AT 120' BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. MULTI -TRUNK TREE PLANTING N. T. S. APB LANDSCAPE CALCULATIONS ENTRANCE CORRIDOR STREETS: 350 LF / 35 = 10 LARGE SHADE TREES REQUIRED = 10 PROVIDED = 10 INTERIOR ROADS: 247 LF / 40 = 6.2 TREES REQUIRED = 7 PROVIDED = 7 PARKING AREAS: 597 LF OF PERIMETER / 40 = 14.9 TREES REQUIRED = 15 PROVIDED = 19 151 PARKING SPACES / 10 = 15.1 TREES REQUIRED = 16 PROVIDED = 18 ALBEMARLE COUNTY LANDSCAPE CALCULATIONS STREET STREETS: 350 LF / 50 = 7 LARGE SPADE TREES REQUIRED = 7 PROVIDED = 10 LARGE SHADE TREES 247 LF / 40 = 6.2 MEDIUM SHADE TREES REQUIRED = 7 PROVIDED = 8 MEDIUM SPADE TREES PARKING LOT LANDSCAPING: PARKING AREA = 94,155 SF LANDSCAPE AREA = 23,137 SF LANDSCAPE AREA REQUIRED = 5% 23,137 / 94,155 = .25 PROVIDED = 25% 151 PARKING SPACES / 10 = 15.1 TREES REQUIRED = 16 PROVIDED = 18 TOP OF ROOT BALL SHALL BE 2 -3" ABOVE EXISTING GRADE WEED MAT (AS SPECIFIED) -. io 1 MAX. 3 PLAN 8" 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED W/2 -PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) KEEP MULCH 2 -3" FROM TREE TRUNK 8' STEEL TEE POST- 3 REQUIRED AT 120' 3 INCHES MULCH 4 INCH DEEP SAUCER BACKFILL MIX COMPACTED SUBGRADE UNDISTURBED SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/2 OF THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. LANDSCAPE BERM N.T.S. PLANTING SIZES FOR THE MAPLE AND OAK TREES SHALL BE DETERMINED BY CALIPER SIZE. PLANTING SIZES FOR SMALL TREES AND SHRUBS SHALL BE DETERMINED BY MINIMUM HEIGHT REQUIREMENTS. LANDSCAPE NOTES I. ALL PLANT MATERIAL SHALL BE NURSERY GROWN AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN INC. 2. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 3. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 4. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL SPECIFIED REQUIREMENTS. 5. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6. ALL TREES MUST BE GUYED AND STAKED AS SHOWN IN THE DETAILS. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK, 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL PLANTING AND LAWN AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. II. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 13. PARKING LOT ISLANDS SHALL BE MOUNDED TO PROVIDE PROPER DRAINAGE FOR TREES, SHRUBS, AND SOD. 14. ALL PLANT BEDS, TREES, SHRUB MASSES, ETC, SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH. THIS INCLUDES A 6 FOOT DIAMETER MULCH RING AROUND ALL PROPOSED TREES. 15. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF UTILITY LINES IN AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. 16. ALL TURF AREAS SHALL BE TOP SOILED, LIMED, AND FERTILIZED, THE DISTURBED TURF -GRASS AREAS, ON SLOPES LESS THAN 311, ARE TO BE SEEDED WITH TALL TURF TYPE FESCUE GRASS. TURF AREA SLOPES 311 AND STEEPER ARE TO BE SEEDED WITH FESCUE, RED TOP, LESPEDEZA SEED MIX AND STABILIZED WITH AMERICAN EXCELSIOR COMPANY'S "CURLEX" OR EQUAL EROSION CONTROL BLANKETS. THE CONTRACTOR SHALL WATER AND MAINTAIN ALL GRASS AREAS UNTIL A HEALTHY STAND IS ESTABLISHED. 17. ALL PLANTING AREAS, INCLUDING PARKING LOT ISLANDS, SHALL CONTAIN SOILS SUITABLE FOR PLANTING. SOILS SHALL BE CLEAN AND FREE OF ALL CONSTRUCTION MATERIALS. THE TOP TWO FEET OF SOIL SHALL BE LOOSE. IF PREVIOUSLY COMPACTED, IT SHALL BE LOOSENED BY TILLING OR OTHER MEASURE TO A DEPTH OF TWO FEET. THE TOP SIX INCHES OF SOIL SHALL BE CLEAN TOPSOIL, OR OTHER CLEAN SOILS AMENDED WITH ORGANIC MATERIAL. THIS REQUIREMENT SHALL BE MET PRIOR TO THE INSTALLATION OF LANDSCAPING. 18. IF INSUFFICIENT TOPSOIL IS PRESENT ON THE SITE THE CONTRACTOR IS REQUIRED TO HAVE TOPSOIL BROUGHT INTO THE SITE FOR THE LANDSCAPE OPERATION. INJECT ROOT STIMULATOR MIX AT LOCATIONS SHOWN FILL ALL AIR POCKETS BETWEEN ROOT BALL AND EXISTING UNDISTURBED SOIL WITH SANDY LOAM BEING SURE TO LEAVE NO AIR POCKETS DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT TOP OF ROOT BALL LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED: HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE \l�Y APPROVAL OF THE LANDSCAPE ARCHITECT -� I WHITE FLAGGING (TYP.) COVER SAND RING WITH 3" OF MULCH. KEEP MULCH 2 -3" FROM TRUNK OF TREE RING D �I SAND --� 12 -.{ 1y 3 "HW 7" TOTAL MULCH AND SAND J WASH SAND INTO AIR POCKETS TREE SPADE ROOT BALL (SIZE VARIES WITH SIZE OF TREE SPADE) METAL TEE STAKES (3) DOUBLE STRAND 12 GAUGE WIRE WHITE FLAGGING (TYP.) io O O O 12" LENGTH, 1" DIA O O O 2 -PLY RUBBER HOSE AT TREE O TREE TRUNK VARIES DEPENDING ON SIZE OF TREE SPADE PLANVIEW r MARK THE NORTH SIDE OF THE TREE IN THE FIELD, BEFORE TRANSPLANTING, AND WHEN TRANSPLANTING ROTATE TREE TO _e d FACE NORTH, WHENEVER POSSIBLE. 12" LENGTH, 1" DIA 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED WITH RUBBER HOSE AT TREE TOP OF ROOT BALL SHALL BE 2 -3" ABOVE EXISTING GRADE 3 INCHES MULCH (KEEP 2 -3" AWAY FROM TREE TRUNK) EXISTING GRADE B' STEEL TEE POST (3 PER TREE) TO BE DRIVEN 3' BELOW GRADE EXISTING UNDISTURBED SOIL MACHINE DUG TREE PLANTING N. T. S. LANDSCAPE DETAILS U z Q O :� U_ Q a> �Q_o b O Q) Q g 1 \, oU Lnc _,__ N mil' CO J � J)\0 (D 3: 00 x Q4 (, rn Q)o@ QO -j W UJ W a U_ ���V1r11Ad� 10 1 <r _ w () 41P ..3 rn Q A`$• � 1W 2 O' > ar 0 V V z_ Q U CD Q 40 Z try W U °U �� _j = >- o�o M W > �Q °� Cl � � ° a 0 z Uj W ; 400 390 4.25' OBJECT :• 370 360 DATUM ELEV. 355.00 C cc cf 0 +00 1 +00 2 +00 3 +0(0 4 +00 SIGHT DISTANCE LINE PROFILE ALONG PANTOPS PARK DRIVE 400 1 390 4.25' OBJECT 0 N W F- D a DATUM ELEP 380.00 (j 0 0 Q (17 EXISTING U GRADE z 1.03% —� 244 Q O Q L > oU `ncm � co 7C) C �(0 � 00 \ \ 3: co x 6 G� O� O ~� 200 z Q o �S�pN W W Cb rn W W z 0[ LL w W 0 W 0 0 0 0 cb c`> 0 3.5' / EXISTING CL - -- W c EYE / GRADE O 0 0 Q Q Q Q c oU U \ / / PROPOSED r co \ / GRADE = 410 � W > ALONG co o �t z LU q SIGHT LINE w= wc�v 0 Imo- 0 > OWJz Dl � owoo J ?c� C-V QQ Q L0 U m" � Q Q 0 +00 1 +00 2 +00 3 +0(0 4 +00 SIGHT DISTANCE LINE PROFILE ALONG PANTOPS PARK DRIVE 400 1 390 4.25' OBJECT 0 N W F- D a DATUM ELEP 380.00 (j 0 0 Q (17 EXISTING U GRADE z 1.03% —� 244 Q O Q L > oU `ncm � co 7C) C �(0 � 00 3: co x 6 O� O N z Q o W W Cb rn W W z 0[ W W LL w W 0 W 0 0 0 0 cb c`> 0 c� —J CL - -- W c M O 0 0 Q Q Q Q c oU U — 0 +00 1 +00 -PROPOSED GRADE ROUTE 250 ENTRANCE CENTERLINE PROFILE SCALE: HORIZONTAL SCALE: I" = 30' VERTICAL SCALE: I" = 3' POAD PROFILES REVISIONS 15Y DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET c 3 OF 33 SHEET$ U z Q O Q L > oU `ncm � co 7C) C �(0 � 00 3: co x 6 O� O N z Q o W W W 0[ LL w 0 z 0 —J U M Q > 740 W oU — W W <u � r co m = 410 � W > Cn co o �t z LU q w= wc�v 0 Imo- 0 > OWJz Dl � owoo J ?c� C-V QQ Q L0 U m" � Q Q W �C DRAWN AK CHECKED CAG DATE JUNE 29, 2011 SCALE AS SHOWN SHEET c 3 OF 33 SHEET$ 575'± TO RIVIRRBIGIND DR10rE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 ,0 0.0 .........._....._ 0.1 ............. _. ..... 0.1 0.1 ..... _. ... .......- 0.1 -.......................................... 0.1 0.0 ...... 0.0 0.0 ...................... 0.0 .... .....------ 0.0 ---------- ................... 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ............................................ 0.0 0.0 ................................ 0.0 0.0 _ ............... 0.0 - ....... 0.0 ... ........................................................................................................... 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ..................._..._._...._ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Will rPubtS P201 2G1L "d - 21$)t1K2Only FS Fusing -3471 GR GrayY P25 2509 EO.2$ NK2Ordy Pi Ph11 toButtan -120V PS PlatlnumSiher P32 0.1 0.1 0. 0.0 0.0 0.0 0.1 0.1 s Iu B n - 2.1 y Photo city 0 Photo ButtIc F f G Y G F�rt+s rven r_nJum color t G } Custom CoEUr'(comult f P40 40UVd NK2 High pressure Sodium P4 P6 •2C7V Photo uuttval - 347V cc Ktery) 510 100[,1 EO 23:5j NKi Only PR1 Photo Cell Rcvptaclo - 120V ..................................................... 515' ............................... PR2 ................. ............................... $25 ...... TrrT ...................................................................................................... errIr1 PlutoC01Receptacle -240Y Photo JI R ' � ' r C5 t l 117E putrequired,f €rffxturemount- In Re lace Xx wroth color 9 P. Tit III) ............................... UIJ I" 0.0 0.0 0.0 0.0 PR6 Q2 Photocell R€Wito rle •'347V Quartz Rtitrik? vaith lamp t AN ? to owtikM- ti M171am in sorts - al :oi" . p w s 'ea H4 ilurlt. IV HS RP internal Howo Side Shield RL r o a u1, a 2 4 n c i o tot sn gnty. 3 s,;s,1aNi in NK2 cml . H $ H 1c r rtf.t.1VV�JaOt ne VG Pvl 1 tar�>nat Vandal Guild A F e to 1 1 Irk c • cirx d 5 t� p vse u t n! i i7Y t PuIi• s e g 4 e t aa r t I Ude.^ . aP Halide ............. Vert. V(squate) 0:4......... ... .:.1...........0:4........ 6 Rurvtona2larrponly 0:2..........0:......... 7 ILI & H5 dl. tniyiuol+.s only 8 REanired for W wafigurationi e 4 A 0 EPA Wa1 ht l- B.S}. .................. , . 14" .9W 331b$. T T NK1 0.0 0.0 0.0 0.0 0.0 0.2 0.9 0.8 10, 19° 1.7 it' 49Ibs. I - I NK2 254 non .4$3 min 0 -2 nil 222 iq .9 � 1_0 1 �9 2.9 8. .06 _ Note EPA and x�tyl t rakes do cot 1r lWa rirf ntng ann. 5ee Sp60d ng ?A traiue pages for - 07 Im "re dotailEJ informatiui. - 0:t:J .,I 1 5 0.1 0.0 0.0 0.0 .0 0.0 .1 0.6 2.2 1.9 1. 1.5 1.7 2.5 6.0 8.5 5.2 2.2 1.4 1.7 2. 5 2. 1.8 1.7 7. 7.2 2.7 1.4 0.7 0.6 1.3 2.7 7.4 7.9 3.3 1.6 1.5 2.1 6.2 8.0 8- IK NL2.O 1.4 1.6 3.1 7.9 7.7 2.9 1 0.5 0.2 0.0 0.0 0.0 .0.0 0.0 .1 ............ Q.9 . .. .. . . . .. ......_..........._.._ C��, �0 . ...._..... - ............._ 3��} .& 3.1 SETBACf LINE .-.............................................-... 4.2 4.1 4.z� 2.2 ............................... 1.5 1.7 2.b ............ 3. ... :6..........gr _....... ., 6..... .....4 :5......... :4..........g: ........3 :0..........4� _ ............. 30 E7 q._......-. c. �. 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ICI 14 �� METER a. O o - 0.0 ZO.�J 0.0 ?0.0 0.1 0.4 1 3 1 4.7 5.3 3.4 CROWN BMW 6.4 4.3 2.0 0. 0.2 0.2 0.1 0.1 0.1 .0 0.0 .0 0.0 ER BUILDING I- p RETAIL PARTS & 4 """ 1 it ii 0 1 0 2.6 3.7 3.3 SERVICE BUILDING 3.5 .5 0.8 0.4 0.9 .3 0.1 .0 0.0 0. 0.0 �.� 0.0 ,;;0.0 0.1 .4 44.r m 1 14,269 SF 1 FFE =397.0 6.5 5.9 3.6 .0 0.1 0 00 o m 0.0 0.� 0.0 € 10.0 0.1 0.2 0 7 .7 2.7 2.6 3.3 4.7 2.1 1.9 1.1 0.7 2.3 .5 B s F F 380.46 F 390.50 i CONIC m B 101. 8' AY - WD3 0.0 0.0 0.0 10.0 0.0 0.1 06 .2 3.9 6.0 1.5 1.3 0 3. .3 .0 845 Il 1 n MH 14 0.0 0.0 0.0 fQ.O 0.0 0.2 1 0 MW: 134 6.1 - 2.1 2.0 1.2 2.3 6. 12.3 13.9 12.5 0.2 .9 1.3 0.3 0.1 0.0 I GREASE OVERHANG TRAP EIG T' 18.8' 0.0 0.0 0.0.0 0.0 0. 5 .3 4.0 3.9 3.8 5.1 4.9 2.7 3.8 3.9 2.5 2.2 0.6 0. t.0 I it 6. 0.9 0.6 1.0 1.4 1.4 0.7 0.4 0.7 0.4 0111AR r-SIG 0.0 0.0 0.0 Q.0 0.0 0. 5 .1 2.9 3.0 3.6 3.2 F1 swE9 3 � I f 3 0.0 0. 5 .9 3.2 3.3 3.4 2.1 0.6 0.5 0.5 0.6 0 .5 0.5 0: -0. 2.8 2.2 1.1 0.3 0.2 0.3 0.5 0.5 0.2 0.1 0.0 0.1 1 0.0 li o 0 0.o .o cc c ASPHALT 0.0 0.0 0.0 0 0.0 0. 7 ' 0.3 564 MtB 3.9 2.8 02.0 2.0 1.9 1.7 1. 1.8 2,0 1.8 1.9 1.7 2.5 1.7 0. 0 0.4 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 PARKING 0.0 0.0 0.0 0 .0 0.2 9 '�15t' 6.5 5.4 5.4 6.0 4.1 2.9 5.5 5.9 4.9 5.8 5.3 2.6 1.0 0.3 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 I I I I 0.0 0.0 0.0 .0 0.2 7 3.9 6.4 11.5 9.2 9.5 7 3.5 7.6 11.1 8.2 1 2.6 0. 0.2 0.1 0. 01 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 rose. TEMP. V BUILDING - - 0.0 0.0 0.0 .1 0.3 9 2.3 2. 8. 2 2.0 0 .2 0.1 0.1 - -- 0.0 0.0 0.0 .1 0.7 4 .5 2.3 .2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 i! .0 0.0 0.0 1 2.8 3.3 2.6 5.1 9.9 7.8 8.0 9.9 4.8 3.5 7.7 8 2.5 .3 0.1 0.0 0.0 0.0 S O 0 0.0 0.0 03 6. - 2.6 2.2 3.5 4.2 4.0 4.1 4.2 3.4 2.9 3.7 4.2 .7 2.4 04 0.1 0.1 0.0 0.0 M . -14 Luminaire Sc edule ' 0 00 0 0 49 78 3a� 37 29 33 38 35 37 35 27 19 24 33 3 30 0 02 01 00 00 10 0. m n FZJ jJ 0 0.0 0.0 0. 0. 1.5 2.7 2.2 2.6 3.0 6.5 8.2 6.4 7.7 8 3.1 1.6 2.3 6.3 .2 7.8 0. 0.2 0.1 0.0 0.0 M 0,0 0.0 0.0 0. 0. 0.7 2.3 2.0 2.3 2.8 6.3 0.9 9. V, 3.0 1.5 2.5 6.5 110 0 0. 0.2 0.1 0.0 0.0 SK i it i 0.0 0.0 0.0 0. 0. 2.1 3.3 2.� 2.9 2.7 4.6 07. � A �5 41.6 2.6 5.7 .M /�17 _ 0. 0.2 0.1 0.0 0.0 S 15 I�/I rj 'v' n 5 1 5 1.3 8.8 ry 0 0.2 0.1 0.0 0.0 6 .4 3.6 2. 3.7 7.7 �.� 3 5 2.9 .4 N r� 0. 5.8 .8 3.b� M3Q Q.0 O.Q 0. 1 Oti43 0.0 0.0 0.1 0.3 6.2 9.11 V 816;1;.1 "12.7 6.1 7.5 5. 7.1 7.4 3.9 4.8 5.9 8.7 1 9 5 7.4 0. 0.2 0.1 0.0 0.0 I 00; 0.0 0.0 0.1 2.2 `. 2.7 2.3 2.6 3.3 3. 4.6 4.4 �3.8 4.9 7.0 7 .8 3.0 0.7 0.2 0.1 0.0 0.0 4 .0 0.0 0.1 0.1 0.3 1.9 1.8 1.6 1.5 2.2 4.7 7.0 4.5 3.8 4. 41.9 0.5 0.2 0.1 0.0 0.0 II 1 ii Q 0.0 0.1 0.2 0.4 1.0 2.1 2.6 11 2.6 2.4 1.7 2.2 9.4' ' 4 5.01 �.4 7.3 6.0 3.8 2.3 0.5 0.1 0.0 0.0 0.0 i Q :I 0.0 0.1 0.2 0.4 1.1 2.1 3.3 I 3.2 2.5 1.7 2.0 2.9 4.4 4.6 3.4 4.6 4.3 4.2 6.6 6.2 6.5 .5, �.2 0.1 0.0 0.0 0.0 I: 4 t, i ( I 0.0 0.1 0.2 0.4 1.3 2.5 6. l 7.1 0 1.8 3.0 3.2 3.9 2.9 2.3 2.2 2.3 3.0 .3 0.4 0.1 0.0 0.0 0.0 .0 MH= 4 NrWARK SMALIAMEDIUM Formed a nt vrah ded aluminum mirun housing. • Formed alurninum floor with clear, flat tempered glass lens, fully gasketed to housing. Concealed hinge door seclured with tiro captive screws. • Specular, anodized aluminum reflectors for horizontal lamp, provide Type II, 111, IV, or V square light patterns, and for vertical lamp provide T pe IV ar V ,�f n yy li h patterns. Honz n'ai T H and Type HI reflectors r vaith f 1K2 an square t Horizontal /p. yp ccto s d vertical Type V5 reflector with � fK +)vith vertical lamp feature unique, patented, firduo- faceted designs. IESNA Full cutoff lighting classification achieved with flat lens. • Extrud <d alumfnurn arnl required for pale mount: Cast alurninum yvall bracket available. • Mot porcelain socket, pulse rated, with spritalaaded, nickel plated center contact and reinforced lamp grfp screw sh0l. ta9Wivaii base for ED- 171amp. • HPF ballast, starting rated at -20'C ( -4t1'F for HIPS). Prletat Halide is cNA type. High h Pressure So di m i5 HR or Reactor type. e . • Durable L xpolyester o e v TG IC thermoset ose t u'tivd r coo t paint finish assures long life and niainter}ance•free service. • UL 1598 listed and CS" certified for outdoor use in suet locations. NOTE: FIXTURE COLOR SHALL BE DARK BRONZE. KIM LIGHTING Type: Job: Catalog number: f r. , .. xr Faxtcuc F.� h I7 .�. F{nl =.1. }.slur. t c5 A i � •p,,c:,a•4 Specifications tvlaxifflUtT1 F'Ixtura Weight ( 601 --IPS) � 26 lb pq ,r'ris i. r• ,e �.1~ - I - I- 1 !a t rr: urnY I/V G1A -- 0x31[ C:irChr {{ Ci'rt r- 1 .0 �a i _.i i rrrrvs F tJ o I Ir'I" .,IG t,v Mounting Plate Attaches directly to any starxfwd 4'J-box (fay Oti ei-s) r4 efle nu.9,rmr 'lo J box Center a WUklr3ebr4t��l Hubbell Lighting, Inc. W�14 1 4' Wall Director i-•, r.,yaat.)n },: )1 '(iG � st�f f •1. a ff G „t 1 e t f Approvals: Date: P 9 : 1 of 5 Page: Reflector Housing: One-place daY••c,a >C, low f•W0 6/, Cu'! aluminum vvilh into gl at crarillnr firs- Rtrlat;.3 against hall a t hou;ul", to provide ID" or adju:srnaent "if ll dcgrc:G ni ra ker; C t t into isle t iu;ing At 0' aydlustmcret, iGU> is to4icly concealed from ziaw'v above' horizontal With flxturo aimed dcAvr- Avxrd- Ballast Housing: f fw plQcv diL Cast,, lea \1 i.op(>Lr ,ploy (':G 01,n (,u) alunlinon) svith r. inn Agra[ ctxalual, nn,. €• st:ns to mcaunkinl; pfatc wrtla kcyJlti,Jo slots ft¢t:ing both lion €Is for .tCcunn} stn €1 441-ing. 0(w aiainle"'is sta�l Sick t -hood Kc.tc:w on € soh sl(k. of Ixau54.1- fl€ *.:s :..- thu trzlc�trr hcxlsirag to rcataio tot tirninG liF,idunirel; the serc:vs kxetr> the hvti) fxatisuigs togethxr with waling pruvAa d by a silicone t> gasket. For -visual airnin n. acfjtvglnent rlrayr a ar cunaplf; :l> tl with the tixturt tart. N Lens Frame C)rx �3irt„+ file € -a,t, fcavv' calaixt alloy (.0 b,u Cu) nitalninum with fniogiarl hin„Fs 11Ri s* tiulc s st+€l pins_ Ts, o st4iln[css sted quarter-turn f,, tofx;ts = c.ur€ lem.; frame to tulCCagr IT ,ttsant: saitia sc dung prr).ri<#zd tr, it tnat l)acco rxlrucktd airtl t +ulc uirteti silicon€? r 311 -k ctn xv I f „ at . I it 1'�ri fraarxr With t i6 ones , hk ' 'a$, 3 tits a 4.f .aa €lot y thick . w. s •,e. c-t t L s t c, .. Ct and i.,tain& Gips. for U1 mock-Is, Jens fs rnuuntW flush Willi frame fix waver run off, and is silicon(" serairO. Typo 11, III, And IV Reflector M odule: -�) t l-r Alr a v t i t Ic aJ c- (na rat s art! r 1 €f l . 111OUnt €"ci within a die-cast alurniflurn ClICIU,, €NC 11ML 01taClIC5 to the ItousiFlg lay a n6 -tool tau Lk dr;Ciau,r ctu I; hinge and f,asiencs. All sockou are Ix,rceloin r cchunr l>,,€ ratc -d 4KV. 1 �'. i -.1 n•i -h a i i k Ja ��nn '. �t r1 + for rna in rat -; Ir'�1Hiis. .1J1 rucxhH€ra , _ factory pt L v r+r", t .{ a c t .�cr• GG ug r t (, t t x. t Availahlo in thwc light distributions, all inttachan : :ahl ovit�lin the rte kxwsin f. WAIT Grazer RefterAor Module SI »ocular Alzak' ratio A sot,, rrx nt i5 figidly formed intia i- I Which - t h to Ill or h sa r+ r a ne I i k di, 'orilx in g a .,elf r.cxi auat.J module c a lac t<•s t G iu r h try, , ric,u qu c � 'x1 ), hin},r- and fi„tefx;r. Black louver vanes run parallel to t{ a lamp ac for corilwiling the fxs6 spot duc:i;tly Jx hindfht fixture, and spill li },fl[ into thta atnur_: {,her€ All scc kLi aro f xrrcuadtin rt odium base rued 4KV, All modules aw factofy prewlfc-d with a quick- disconm tea plt$A for mating to the baflasi. Spot Reflector Module. Sjarxvl ,r Alztak4• optical slwn p aralicalia is rigidly nrousnf:'ti eta in�nr4. c: iao ru l 1 F .c me x d € v:ftxn . a tt a h = to the ht xs aT fi by a no-tool e ui k 1 sec »u• L n o faat:tcr. black internal S G€vars arc pruvitJs:d to ct'nd'ol th€: txatta and p'tuv =crif Jxx Slxrisdhc-cflyb l th-14 lhe fixture and , piillightintotl -vatmcr,Ialtcre, All s(xA •!s are polio €?lain n7vdlurn base ratr;d 41(V All mcAules oar(? 6cimy with a quick - disconnect plug ftx rna en t, , c th ' 1),11105t- Electrical t tJ L Components High Ixmklr factor 1,101135LS arc rigidly- nxxmttd inShJc the housing ,, and ar > f 'tui x •ttir 1 With 'a c ,ck =oils inn... Plug for rtr-tfn + to h sock el. Sttrtir �� a � c ac y i � €.�€ lu ,c€ t t I b e u, }, t_ x e .. , t€, torliperlturrrs ar'e?- -I(JIF fir Fit's lamp tnt tJ€, an(J -2U °F for MF1 and PM11 Ian)1) 11- rad'-o. Mounting Plate: ,1leunting plate: taitiichus dii(laly to any standard 4' junction ixrx. Ali t1 u¢r rr- d iN ar =di -aa lur tfrr fn lvi h r Hattx utx `ivvn . 1-iera t i din =a4:h ru u rr I c L e t a r u t 4 coed uu€ s e 1 a av ck, cr plate ihn r n ut, to Ik r 1`11(41fe nlr rrt h r6 h c a ^F an C ,[ os . $ t Fx lr r t t l x, t p t` c r t 'y ollx Is) be wt-eti ntounung pl 1t€ and rra,alnt'ivi surface it) insure a dry junction Ixxx. Finistt/Color. Sulx-r I GIC lirernlcr: cot fixity€ I €r Iaiwd-,lr coal paint, 1 , ind norninal thicki*s5 appllt d otiCr a trtrlatctf Arconiuntl conversion coaling, AS, F.M. 2500 hour salt ;I}a tt testc lduruc€+ralutl StailtJard colon; aro. 131ack, L).rifi Bfoine -, Light (ully, Platinum Silver, Of Whits r ustorn colors are iavailalk, CAU710N: rixtura mast Ix, grun,dcd in ac- corcGlrxe will) national, state a;xUtx local electrical coat's.. Failtile to do sea may rr,sulf in'wrious [wrsoa al in)uty. stings and Ratings (Ji_ WL 1 J'�_°,' I 5Nr1 +..5 trtl';�raYt s'gtaYtcr - Di }�. t @r13 llalt3 .,KilUY rJPilraas es ISO �tyjI.200D Lens Filename rin LDr lG . iid r S? a eatel NKi l, F Plat SAW% 1.000 r (1 iif54Y- 113, }b1,H)or voltage S4S ARM RitidAnaa j SINGLE (Iw- I75W•V5) Q' Quad-Tap, LundnaireShape NKZ F4ea.ark2 0.0���,'tY0 0 -0 0.0 0.0 f26ti2OW,10IJV SquareiR €ctanrJatar S52 i150.41,'QW= 312,113,114, H51 , e r t Y),20001 or S t` OW ; s Trhfap 120f271(3 =i'IVCSA iumt n i 5 qti 6 6' Ann (EPA - 0 -24 ft-" 3.51bs) Mount3ri A Arne tv6aurYt arrr, nut Calvr OB Oixk Bronze (0.02 ail, 1.5 k9) r 1� 10" Pit {EPA ).1 tt, a0 2 induded,❑rdiaseparately) BL Black Ibs)(0.031Ta',2.2k9) Pule SK) M at W g Sau rc e Meta WH GR LVhite Gray At Or 1 Pa x tter for pole aid II17i e ITVl 4 E2=2 6 } P S RD PlKdtn u nSitu er RLI 1 rLl ti ln color) S Square? R4 Round d 5t r i' J iti C 4. " " 5 t509 N ( FO.2 8 t K . n/ � F G F r€ sr Gr rye z " ," � 1140N2 4 NK2 12600 (p�remiuln color) Rs 6 Sinter Metal Halide Af5I' 175W EO.28j CC C ustaall Color u22 Pattefn for Pale 12 Round Taper i (2.5') MS25' 2,01N R28) I10) Urdy (comult factory) T3 Round iapeteld V) M540 00LV (ED-23) NK2 Only Options 'a 735 Ravttd Taprrerd a ) P I se Sta M u w I Halide F1 Fusing = 120V T4 RvJ n d Tapered & S U i3 h t ( 4" ) P10 11)0LV O -1'7 NKiOrd Sb fKlOrry F2 F3 Fusili-2GV i Fusing 24 0 V color OB Dz rk Br s P12 P151 , 150 "N EO.28 NKI Only F4 Fusing •271V c ev _ 8L Black . P17 P171 VSLV EO -17j F5 fusing -480V 1, Will rPubtS P201 2G1L "d - 21$)t1K2Only FS Fusing -3471 GR GrayY P25 2509 EO.2$ NK2Ordy Pi Ph11 toButtan -120V PS PlatlnumSiher P32 : 5 of i 3 20N EO.28 NY.2U t r p2 ?h Button • 2 V acv u 0.3 ctf . 1 n1a nrn for lu RD R _ t to (P ) P35 ! v7 EO.2 Nk2 rtl" ( B-2$) Only P3 s Iu B n - 2.1 y Photo city 0 Photo ButtIc F f G Y G F�rt+s rven r_nJum color t G } Custom CoEUr'(comult f P40 40UVd NK2 High pressure Sodium P4 P6 •2C7V Photo uuttval - 347V cc Ktery) 510 100[,1 EO 23:5j NKi Only PR1 Photo Cell Rcvptaclo - 120V Wall Bracket 515' is0`a1 E023Sj PR2 Photo Cell Receptacle •208V WB =S-XX Bracket onty,lual not inclod €d $25 250W EO.18 NK2Ort3 ) J PR3 PR4 PlutoC01Receptacle -240Y Photo JI R ' � ' r C5 t l 117E putrequired,f €rffxturemount- In Re lace Xx wroth color 9 P. 4 aV eLt-18 NK2 nl� S40 iF 1 U ) Earn UrlentaponlDbtrlbutiat 1 PRS • a tat. ece p , e Pt1a10 Cell RecvpUde.480V dolgnation, HY 113 Hunt. it NK2 00 Horfz. IiI 1 PR6 Q2 Photocell R€Wito rle •'347V Quartz Rtitrik? vaith lamp t AN ? to owtikM- ti M171am in sorts - al :oi" . p w s 'ea H4 ilurlt. IV HS RP internal Howo Side Shield RL r o a u1, a 2 4 n c i o tot sn gnty. 3 s,;s,1aNi in NK2 cml . H $ H 1c r rtf.t.1VV�JaOt ne VG Pvl 1 tar�>nat Vandal Guild A F e to 1 1 Irk c • cirx d 5 t� p vse u t n! i i7Y t PuIi• s e g 4 e t aa r t I Ude.^ . aP Halide V5 Vert. V(squate) L tamp 6 Rurvtona2larrponly 7 ILI & H5 dl. tniyiuol+.s only 8 REanired for W wafigurationi e A 0 EPA Wa1 ht l- B.S}. V 14" .9W 331b$. T T NK1 203aau 356111111 aa 0.1 to 15 kq A A 10, 19° 1.7 it' 49Ibs. I I NK2 254 non .4$3 min 0 -2 nil 222 iq NK NK-1JL Note EPA and x�tyl t rakes do cot 1r lWa rirf ntng ann. 5ee Sp60d ng ?A traiue pages for Im "re dotailEJ informatiui. 0:t:J _. _ r-j NOTE: FIXTURE COLOR SHALL BE DARK BRONZE. KIM LIGHTING Type: Job: Catalog number: f r. , .. xr Faxtcuc F.� h I7 .�. F{nl =.1. }.slur. t c5 A i � •p,,c:,a•4 Specifications tvlaxifflUtT1 F'Ixtura Weight ( 601 --IPS) � 26 lb pq ,r'ris i. r• ,e �.1~ - I - I- 1 !a t rr: urnY I/V G1A -- 0x31[ C:irChr {{ Ci'rt r- 1 .0 �a i _.i i rrrrvs F tJ o I Ir'I" .,IG t,v Mounting Plate Attaches directly to any starxfwd 4'J-box (fay Oti ei-s) r4 efle nu.9,rmr 'lo J box Center a WUklr3ebr4t��l Hubbell Lighting, Inc. W�14 1 4' Wall Director i-•, r.,yaat.)n },: )1 '(iG � st�f f •1. a ff G „t 1 e t f Approvals: Date: P 9 : 1 of 5 Page: Reflector Housing: One-place daY••c,a >C, low f•W0 6/, Cu'! aluminum vvilh into gl at crarillnr firs- Rtrlat;.3 against hall a t hou;ul", to provide ID" or adju:srnaent "if ll dcgrc:G ni ra ker; C t t into isle t iu;ing At 0' aydlustmcret, iGU> is to4icly concealed from ziaw'v above' horizontal With flxturo aimed dcAvr- Avxrd- Ballast Housing: f fw plQcv diL Cast,, lea \1 i.op(>Lr ,ploy (':G 01,n (,u) alunlinon) svith r. inn Agra[ ctxalual, nn,. €• st:ns to mcaunkinl; pfatc wrtla kcyJlti,Jo slots ft¢t:ing both lion €Is for .tCcunn} stn €1 441-ing. 0(w aiainle"'is sta�l Sick t -hood Kc.tc:w on € soh sl(k. of Ixau54.1- fl€ *.:s :..- thu trzlc�trr hcxlsirag to rcataio tot tirninG liF,idunirel; the serc:vs kxetr> the hvti) fxatisuigs togethxr with waling pruvAa d by a silicone t> gasket. For -visual airnin n. acfjtvglnent rlrayr a ar cunaplf; :l> tl with the tixturt tart. N Lens Frame C)rx �3irt„+ file € -a,t, fcavv' calaixt alloy (.0 b,u Cu) nitalninum with fniogiarl hin„Fs 11Ri s* tiulc s st+€l pins_ Ts, o st4iln[css sted quarter-turn f,, tofx;ts = c.ur€ lem.; frame to tulCCagr IT ,ttsant: saitia sc dung prr).ri<#zd tr, it tnat l)acco rxlrucktd airtl t +ulc uirteti silicon€? r 311 -k ctn xv I f „ at . I it 1'�ri fraarxr With t i6 ones , hk ' 'a$, 3 tits a 4.f .aa €lot y thick . w. s •,e. c-t t L s t c, .. Ct and i.,tain& Gips. for U1 mock-Is, Jens fs rnuuntW flush Willi frame fix waver run off, and is silicon(" serairO. Typo 11, III, And IV Reflector M odule: -�) t l-r Alr a v t i t Ic aJ c- (na rat s art! r 1 €f l . 111OUnt €"ci within a die-cast alurniflurn ClICIU,, €NC 11ML 01taClIC5 to the ItousiFlg lay a n6 -tool tau Lk dr;Ciau,r ctu I; hinge and f,asiencs. All sockou are Ix,rceloin r cchunr l>,,€ ratc -d 4KV. 1 �'. i -.1 n•i -h a i i k Ja ��nn '. �t r1 + for rna in rat -; Ir'�1Hiis. .1J1 rucxhH€ra , _ factory pt L v r+r", t .{ a c t .�cr• GG ug r t (, t t x. t Availahlo in thwc light distributions, all inttachan : :ahl ovit�lin the rte kxwsin f. WAIT Grazer RefterAor Module SI »ocular Alzak' ratio A sot,, rrx nt i5 figidly formed intia i- I Which - t h to Ill or h sa r+ r a ne I i k di, 'orilx in g a .,elf r.cxi auat.J module c a lac t<•s t G iu r h try, , ric,u qu c � 'x1 ), hin},r- and fi„tefx;r. Black louver vanes run parallel to t{ a lamp ac for corilwiling the fxs6 spot duc:i;tly Jx hindfht fixture, and spill li },fl[ into thta atnur_: {,her€ All scc kLi aro f xrrcuadtin rt odium base rued 4KV, All modules aw factofy prewlfc-d with a quick- disconm tea plt$A for mating to the baflasi. Spot Reflector Module. Sjarxvl ,r Alztak4• optical slwn p aralicalia is rigidly nrousnf:'ti eta in�nr4. c: iao ru l 1 F .c me x d € v:ftxn . a tt a h = to the ht xs aT fi by a no-tool e ui k 1 sec »u• L n o faat:tcr. black internal S G€vars arc pruvitJs:d to ct'nd'ol th€: txatta and p'tuv =crif Jxx Slxrisdhc-cflyb l th-14 lhe fixture and , piillightintotl -vatmcr,Ialtcre, All s(xA •!s are polio €?lain n7vdlurn base ratr;d 41(V All mcAules oar(? 6cimy with a quick - disconnect plug ftx rna en t, , c th ' 1),11105t- Electrical t tJ L Components High Ixmklr factor 1,101135LS arc rigidly- nxxmttd inShJc the housing ,, and ar > f 'tui x •ttir 1 With 'a c ,ck =oils inn... Plug for rtr-tfn + to h sock el. Sttrtir �� a � c ac y i � €.�€ lu ,c€ t t I b e u, }, t_ x e .. , t€, torliperlturrrs ar'e?- -I(JIF fir Fit's lamp tnt tJ€, an(J -2U °F for MF1 and PM11 Ian)1) 11- rad'-o. Mounting Plate: ,1leunting plate: taitiichus dii(laly to any standard 4' junction ixrx. Ali t1 u¢r rr- d iN ar =di -aa lur tfrr fn lvi h r Hattx utx `ivvn . 1-iera t i din =a4:h ru u rr I c L e t a r u t 4 coed uu€ s e 1 a av ck, cr plate ihn r n ut, to Ik r 1`11(41fe nlr rrt h r6 h c a ^F an C ,[ os . $ t Fx lr r t t l x, t p t` c r t 'y ollx Is) be wt-eti ntounung pl 1t€ and rra,alnt'ivi surface it) insure a dry junction Ixxx. Finistt/Color. Sulx-r I GIC lirernlcr: cot fixity€ I €r Iaiwd-,lr coal paint, 1 , ind norninal thicki*s5 appllt d otiCr a trtrlatctf Arconiuntl conversion coaling, AS, F.M. 2500 hour salt ;I}a tt testc lduruc€+ralutl StailtJard colon; aro. 131ack, L).rifi Bfoine -, Light (ully, Platinum Silver, Of Whits r ustorn colors are iavailalk, CAU710N: rixtura mast Ix, grun,dcd in ac- corcGlrxe will) national, state a;xUtx local electrical coat's.. Failtile to do sea may rr,sulf in'wrious [wrsoa al in)uty. stings and Ratings (Ji_ WL 1 J'�_°,' I �Y �: Af Y J aiOt It IrwHwed I CE ISO �tyjI.200D '$uitr7tal4,' fore fq iCK"atir4ss KIM LIGFITiNQ RE, Ea VFW, THE R310FIT TO CFdANGE $1'ECIFIf, ,MOPS wiTt•iDur 1`10TI <<E. 0 z'(M KIFA LIGHTING INC. • P.O. BOX 600W. CITY OF INDUSTRY, CA 91 Ptrs -WFA) I TEL: VINdeot'r:S atfro ` FAX:62£,;'3ri3 -�8S ,r'i+"a0870621:J Project: NE CROWN BMW Symbol Label Qty Arrangement Description Lumens LLF Filename -.0 S4 2 SINGLE NK2- P17 -V4 -F (PRORATED FROM STD. MH) 17500 1.000 L5208NKP.ies NORTH PARKING S4S 13 SINGLE NK2- H17- V4 -F -HS (PRORATED FROM STD. MH) 17500 1.000 L5209NKP.ies 0.1 11 0.0���,'tY0 0 -0 0.0 0.0 1.5 3.31 S52 4 (BACK -BACK NK2- P17 -V5 -F (PRORATED FROM STD. MH) 17500 1.000 L5060NKP.ies IL�-Ji 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 S5 2 SINGLE NK2- P17 -V5 -F (PRORATED FROM STD. MH) 17500 1.000 L5060NKP.ies WD3 3 SINGLE WD14x3_150MH -ED17 12600 1.000 wd14d3- 150p.ies O WD4 3 SINGLE WD14x4_150MH -ED17 12600 1.000 wd14d4- 150p.ies oil's 0.0 } 0.1 0.1 0.4 3.5 1.0 : 1.8 5.3 0.0 0.0 ''�0.0 0 0 ii 0.0 i 1 0,0 0.0 = 0.1 0.3 0.4 0.3 0.4 0.4 0.3 0.3 0.4 0.9 0.6 0.3 . :.; 0.1 0�1 0.0 0.0 0" 0.0 0.0 !1. / N.A. 10 10 NORTH PARKING 4.11 11.7 1.4 0 `:0.0 0.0 0.0 .0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.0���,'tY0 0 -0 0.0 0.0 1.5 3.31 8.33 �{7J` 0. 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.�,.1SS O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Calculation Summary u Label Avg Max Min Avg /Min Max/Min PtSpcLr PtSpcTb OVERALL GRID - OUT TO ZERO Fc 1.85 39.0 0.0 N.A. N.A. 10 10 NORTH PARKING 4.11 11.7 1.4 2.94 8.36 )0`I.DB-P ElLG•P 1:3P3•P LlWH•P ClCC•P 7,1!11 )YLl' a ti tall al ! I t t l €c `C SOUTH PARKING 4.97 12.5 1.5 3.31 8.33 Luminaire Schedule Project: EXISTING FIXTURES - BY OTHERS Symbol Label Qty ,Arrangement Description Lumens LLF Filename -� Type. II Tyfx 111 Tyfx= IV Walk C;r =rzc:r Spur B 1 SINGLE SMR402MA 33100 1.000 SMR402M.ies WD14 rI �r�+ ,u 149 Wall Director"' f. KIM GKrL#4G r(viscaux0t+ti6 • evdt loco i Type: Job: Page: 2 of 5 4? Standard Features �.+ Fixture ) nti rat No, v. t,c aldat5 wD14 C � _. i i1 �_� Q rmtu,e, till) (LJ) (ar t:)uv,n (I`)j umfigurtation, and light WO net <turc; tlildrlhutiun (2, a, •1, G or S). Light Dlstrlbuticxi: Type. II Tyfx 111 Tyfx= IV Walk C;r =rzc:r Spur Cat. No.: tul> t'0 t.1 WD14U2 ❑ WD14113 D WD14U4 CJ WD14UG 11 WD14US Cat. No•: Mown 14) L :J WD14D2 C.:; WDMD3 LI WD14D4 LJ WD14DG E 1 WD14DS Finish (:tice Block UlricBiot1za LitjitGray Halinun`i:iiNta Wbitu 'Ctrtaml(i)loxs Super r(';IC Iu)avJer coat ('at. No.: CIBL -P )0`I.DB-P ElLG•P 1:3P3•P LlWH•P ClCC•P 7,1!11 )YLl' a ti tall al ! I t t l €c `C /1fl()ni11111 UnYi r51F)rl i(- n5i()in t:01(af5 4ihie4't tG aldClllltJYliil C31 Ir�c'S, Ilal[Illl lllfil gt3afltilkt'S itlld t \tell(h :cl I(;ild #111Yr_y. L t)aet'tna. Consult repllbeill'ali'e, cwStollt cohir l3efCtlpliOri: Gs 2005 NIM Lataaa WO IfiC. • EOX .Ji196. :ITY 6F e'aOVURY. rq J17a5- (+i'$0 • TEL: 026463 Gefp3 • FAX o vsr;,59'?bo.i NOTE: .REPLACE LAMPS OF EXISTING RELOCATED LIGHT POLES WITH NEW LAMPS AND USE EXISTING FIXTURES, W06? 062,2 NOTE: THIS LIGHTING DESIGN IS BASED ON LIMITED INFORMATION SUPPLIED BY OTHERS TO HUBBELL LIGHTING. SITE DEITAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. GRAPHIC S CAL E 2. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 30 0 15 30 60 120 3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AMID /OR THE OWNER'S REPRESENTATIVE. EXISTING FIXTURES ARE SHOWN FOR CONTRIBUTION PURPOSES ONLY AT CUSTOMER REQUEST AND I I I I I REFERENCE TITLE: REVISED FROM DRAWINGNUMBER(S): DNBY: DATE: CHKBY: DO NOT REPRESENT ACTUAL SITE CONDITIONS. HUBBELL NOT RESPONSIBLE FOR FIXTURE PERFORMANCE - ANGLE(8) SITE LIGHTING PHOTOMETRIC PLAN 0838551 0842786 HUBBELL @ YM 01 -23 -08 N/A REV. BY: DATE: SCALE: (IN FEET) 270° PLAN W. CROWN BMW SERVICE CENTER 0838984-CANCELLED 0944491 YWY 05 -01 -09 1" = 30' BY OTHERS. 1 inch = 30 - FT. NORTH Hubbell Lighting, Inc. 0841621 0944861 701 MILLENNIUM BLVD. QUOTE: DRAWING / DESIGN NO.: 180° CHARLOTTESVILLE, VA 0842727A GREENVILLE, SC 29607 N/A 0945031 a SHEET PI CHARLOTTESVILLE, VIRGINIA ol lllmik I 1.0 REINFORCED ZONE THE REINFORCED BACKFILL SHALL BE COMPACTED GRANULAR FILL FREE OF DEBRIS AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D422. SIEVE SIZE PERCENT PASSING 4 INCH 100-75 NO.4 100-20 NO. 40 0-60 NO. 200 0-35 THE MAXIMUM SIEVE SIZE SHOULD BE LIMITED TO 4 INCH. REINFORCED BACKFILL SOIL SHALL CONSIST OF NON - PLASTIC MATERIAL MEETING USCS CRITERIA FOR GW, GP, SW, SP, OR SM. THE PORTION PASSING THE NO. 4Q SIEVE SHALL HAVE A PLACTICITY INDEX LESS THAN 20. 2.0 TECHNICAL REQUIREMENTS FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN COMPACTED THICKNESS FOR HEAVY COMPACTION EQUIPMENT. FOR ZONES WHERE COMPACTION IS ACCOMPLISHED WITH HAND EQUIPMENT, (FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN UNCOMPACTED THICKNESS. ONLY HAND OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 3 FEET OF THE WALL FACE. FILL SHALL BE COMPACTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS OR TO A MINIMUM 95% OF THE MAXIMUM DENSITY, AND WITHIN +3/ -3 PERCENT OF OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH ASTM D -698 (STANDARD PROCTOR DENSITY), WHICHEVER IS GREATER. IN THE ABSENCE OF OWNER'S DIRECTION TO EMPLOY MORE STRINGENT COMPACTION SPECIFICATIONS, THE COMPACTED DENSITY OF THE FILL SHALL BE TESTED EVERY 2,000 SQUARE FEET PER 8 INCH LIFT OR EVERY 200 LINEAR FEET OF A SINGLE COURSE OF BLOCKS, WHICHEVER IS LESS. THE CAP UNIT SHALL BE GLUED TO THE TOP MOST STANDARD UNIT. TESTING METHODS, FREQUENCY AND VERIFICATION OF MATERIAL SPECIFICATIONS AND COMPACTION SHALL BE THE RESPONSIBILITY OF THE OWNER. HEAVY AND /OR CONSTRUCTION EQUIPMENT NOT INVOLVED WITH THE WALL CONSTRUCTION SHALL NOT OPERATE WITHIN 10.0' OF THE WALL FACE UNTIL FINAL PAVEMENT AND CURBING IS IN PLACE BEHIND THE WALL AS APPLICABLE. 3.0 GEOGRID PLACEMENT GEOGRID SHALL BE PLACED AT THE LOCATIONS, ELEVATIONS AND WITH THE PROPER EMBEDMENT LENGTH AS SHOWN ON THE CONSTRUCTION DRAWINGS. EMBEDMENT LENGTH IS MEASURED FROM THE FRONT FACE OF THE WALL UNIT. GEOGRIDS SHALL BE CONNECTED TO THE WALL UNIT PER THE MANUFACTURER'S INSTRUCTIONS. PRIOR TO PLACING FILL MATERIALS IN THE REINFORCED FILL AREA, THE GEOGRIDS SHALL BE ANCHORED TO THE WALL UNITS, PULLED TIGHT TO REMOVE ANY SLACK, AND LAID FLAT AND HORIZONTAL. NO PORTION OF THE GEOGRID PLACEMENT SHALL BE STEEPER THAN 10% GRADE FROM THE HORIZONTAL OR ALLOWED TO DROOP DOWN DIRECTLY BEHIND THE BLOCK. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID MATERIALS. A MINIMUM FILL THICKNESS OF 6 INCHES IS REQUIRED FOR OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. THE TURNING OF TRACKED VEHICLES SHALL BE KEPT TO A MINIMUM TO PREVENT DISPLACEMENT OF GEOGRIDS. 4.0 DRAINAGE BACKFILL SHALL BE GRADED AWAY FROM THE WALL FACE AND COMPACTED TO 95% STANDARD PROCTOR AT THE END OF EACH WORK DAY TO PREVENT PONDING OF WATER ON THE SURFACE OF THE REINFORCED SOIL MASS. PERMANENT DRAINAGE AND SITE GRADING SHALL BE PERFORMED TO PREVENT RUNOFF FROM BEING DIRECTED OVER THE WALL FACE OR ALLOWED TO POND ABOVE THE REINFORCED MASS. • NOTE: BLOCK SHALL BE DIAMOND PRO 8" STRAIGHT FACE IN BUFF COLOR 5.0 DESIGN PARAMETERS DESIGN OF THE REINFORCED SOIL STRUCTURES IS BASED ON THE FOLLOWING PARAMETERS: 5. WATERLINES INCLUDING IRRIGATION SYSTEMS MUST BE WATER TIGHT WITHIN 100 FEET OF THE REINFORCED ZONE. LEAKAGE REINFORCED FILL W= 28° C'= 0 PSF y = 125 PCF BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSLJ �E AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS RETAINED FILL W= 28° C'= 0 PSF y = 125 PCF REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF FOUNDATION 0= 28° C'= 100 PSF y = 125 PCF THE RETAINING WALL, OR WITHIN 5 FEET BEHIND THE REINFORCED ZONES. INTERNAL STABILITY: MIN. F.S. AGAINST GEOGRID PULLOUT = 1.5 SOIL - GEOGRID INTERACTION COEFFICIENT = 0.8 PERCENT COVERAGE OF GEOGRID = 100% MINIMUM F.S. FOR UNCERTAINTIES = 1.5 MINIMUM F.S. AGAINST BASE SLIDING = 1.5 MINIMUM F.S. AGAINST OVERTURNING = 2.0 MINIMUM F.S. FOR GLOBAL STABILITY = 1.3 MINIMUM F.S. FOR RAPID DRAWDOWN = N/A MINIMUM F.S. FOR SEISMIC = N/A UNIFORM SURCHARGE HYDROSTATIC LOADING SEISMIC LOADING REQUIRED BEARING CAPACITY = 250 PSF = NONE = NONE = VARIES (SEE ELEVATION VIEW) 6.0 SPECIAL PROVISIONS SOIL REINFORCEMENT DESIGN, INC. ASSUMES NO LIABILITY FOR INTERPRETATIONS OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL PARAMETERS, AND SUBSURFACE GROUNDWATER CONDITIONS. THE WALL CONTRACTOR AND /OR CONSTRUCTION VERIFICATION ENGINEER IS RESPONSIBLE FOR REVIEWING AND VERIFYING THAT CONDITIONS DESCRIBED ABOVE ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. ALL WALLS OVER 25.0' IN HEIGHT REQUIRE DEEP BORINGS AT THE WALL LOCATION EVERY 50.0'0.C. ALONG THE WALL LENGTH. THE BORINGS SHALL EXTEND TO 1.5 TIMES THE WALL HEIGHT. FOR EXAMPLE, A 40.0' WALL WOULD REQUIRE DEEP BORINGS TO 60.0'. THE BORING RESULTS SHOULD BE SUBMITTED TO THE CONSTRUCTION VERIFICATION ENGINEER TO VERIFY FOUNDATION DESIGN PARAMETERS PRIOR TO CONSTRUCTION. THE WALL CONTRACTOR AND /OR OWNER IS RESPONSIBLE FOR HAVING SUPERVISION OF ALL PHASES OF CONSTRUCTION BY A QUALIFIED GEOTECHNICAL ENGINEER. SETTLEMENT AND ITS EFFECT ON THE RETAINING WALL SYSTEM HAS NOT BEEN EVALUATED BY SRDI. FOR THE EVALUATION OF SETTLEMENT, ADDITIONAL TESTING OF THE SUBGRADE AND ADDITIONAL ENGINEERING IS REQUIRED WHICH IS OUTSIDE THE SCOPE OF PRODUCING THESE SHOP DRAWINGS. SRDI CAN PROVIDE A PROPOSAL TO PERFORM THE ADDITIONAL TESTING AND CALCULATIONS UPON REQUEST. A COPY OF THESE DRAWINGS SHALL BE PROVIDED TO FUTURE OWNERS OF THE DEVELOPED PROPERTY TO PROVIDE THEM WITH A RECORD OF THE LOCATION OF THE REINFORCED ZONE AND RECOMMENDATIONS REGARDING PREMISSIBLE CONSTRUCTION ACTIVITIES AROUND THE MECHANICALLY STABILIZED EARTH STRUCTURE. GENERAL NOTES: 1. SOIL INSTALLED IN SLOPES BOTH ABOVE AND BELOW THE REINFORCED STRUCTURE SHALL BE COMPACTED TO WITHIN 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D -698). 2. CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED BY THE LOCAL MUNICIPALITY AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH MECHANICALLY STABILIZED STRUCTURES. SRDI CAN PERFORM THIS VERIFICATION AS REQUESTED BUT MUST INCLUDE DAILY SITE VISITS. 3. IDENTIFICATION OF ALL UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 4. EXCAVATION THROUGH THE GEOSYNTHETIC REINFORCEMENT FOR THE PURPOSE OF PLANTING TREES OR INSTALLATION OF UTILITIES SHOULD NOT OCCUR WITHOUT APPROVAL BY THE ENGINEER OF RECORD. 6. THE RETAINING WALLS DESIGNED HEREIN ARE IN ACCORDANCE WITH THE STANDARD OF PRACTICE AS OUTLINED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, SECOND EDITION. 7. ALL CONSTRUCTION ACTIVITY SHALL CONFORM TO THE MINIMUM REQUIREMENTS PER O.S.H.A. STANDARDS. 8. THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF SOIL REINFORCEMENT DESIGN, INC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY SOIL REINFORCEMENT DESIGN, INC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. 9. DISCOVERY OF SUBSURFACE GROUNDWATER SHALL BE REPORTED IMMEDIATELY TO THE PROJECT GEOTECHNICAL ENGINEER AND SRDI FOR ADDITIONAL DRAINAGE CONSIDERATION. 10. STORM DRAIN SYSTEMS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM WATER PIPE IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE O -RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM. 11. CONSTRUCTION ACTIVITIES, WHICH OCCUR ON THE SITE AFTER COMPLETION OF THE RETAINING WALL, SHOULD BE MONITORED BY THE OWNER'S REPRESENTATIVE TO INSURE THAT THEY DO NOT RESULT IN EXCAVATION THROUGH GEOSYNTHETIC REINFORCEMENT OR IN THE VICINITY OF THE WALL FOUNDATION. HEAVY CONSTRUCTION EQUIPMENT SHOULD NOT BE PERMITTED TO OPERATE WITHIN 3.0 FEET BEHIND A WALL FACE. 12. EARTH STRUCTURE LOCATION IN RELATION TO PROPERTY LINES WATERSHED EASEMENTS, ASEMENTS, UTILITY EASEMENTS OR ANY OTHER TYPE OF EASEMENT OR BUFFER ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. SRDI ASSUMES NO LIABILITY FOR THE LOCATION OF THE EARTH STRUCTURE. SURVEY CONTROL MUST BE PERFORMED USING THE CIVIL SITE DESIGNER'S LOCATION INFORMATION AND ACCOUNT FOR ALL STRUCTURE FACE BATTER. DEVIATION FROM THE CIVIL SITE DESIGN LAYOUT MUST BE REPORTED TO AND APPROVED BY THE CIVIL SITE DESIGNER PRIOR TO THE EARTH STRUCTURE'S CONSTRUCTION. 13. THE OWNER OR OWNER'S REPRESENTATIVE HAS NOT PROVIDED SPECIFIC SOIL PARAMETERS FOR THE PROPOSED EARTH STRUCTURE, AND TESTING OF THE PROPOSED SOILS HAS NOT BEEN PERFORMED PRIOR TO THE DESIGN. IN PREPARATION OF THE DESIGN, ASSUMED SOIL PARAMETERS'WERE USED. THEREFORE, CONSTRUCTION VERIFICATION OF THE ABOVE ASSUMED SOIL CONDITIONS IS IMPERATIVE PRIOR TO CONSTRUCTION. FAILURE TO VALIDATE THE ASSUMED SOIL PARAMETERS CAN RESULT IN STRUCTURE FAILURE. 14. ALL ROOF DRAINS AND ROOF DRAIN OUTLETS MUST BE PIPED TO STORM DRAIN SYSTEM. ROOF DRAINS SHALL NOT BE EMPTIED INTO DRY WELLS OR POP UP (DISSIPATERS WITHIN 20 FT OF THE REINFORCED ZONE. 15. COPYRIGHT © 2007 SOIL REINFORCEMENT DESIGN, INC. NOTE: THE WALL INSTALLER IS RESPONSIBLE FOR PROVIDING DRAINAGE AS SHOWN ON THE CONSTRUCTION DRAWINGS. FAILURE TO FOLLOW THESE DRAWINGS IN THEIR ENTIRETY WILL INVALIDATE THE DESIGN. SIONS m�)(770 BY REVISED PLAN VIEW 1/23/09 LGP/ MBC REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 LGP/ MBC REVISED PER COMMENTS 3/12/09 LGP/ MBC REVISED PER COMMENTS 3/18/09 LGP/ MBC c �pNO z �a z DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET Rw OF 6 SHEETS (===F8::2335 U z co c �pNO z �a z ul W w�O"%tW C� G LL y W " 0 = N YO Q Q r� p Qa oti� Nx� Oa�oinM V cU �,,� C N "'N 0< =0J WQ `�1 0j � ♦ 3 4 00 x W tat N Z cos CN C) W W -* Z Ool*Z z 4Y� Q W w J LLJ ~UJ w W `�1 N LL O Co G�N1A SQ' 2 -v r J �VOO o CD _z M > Ld g°° LL] cf) U) z V) 10.2 9 D W LLJ rR N " O o MW O6Iw IL Q Q U ._I Q Ld DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET Rw OF 6 SHEETS (===F8::2335 NOTE: CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED BY THE LOCAL MUNICIPALITY AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH MECHANICALLY STABILIZED STRUCTURES. N40 W F- o W. Q I j Nio W t O) In PLAN VIEW 1" =20' THE ABOVE PLAN VIEW HAS BEEN COPIED FROM CIVIL SITE PLANS PgEPAR__R.D -13Y E A U___ FFMAK, INC. EMALLE0,T -0 Sf3DFOW' -.- 1/27109 FOR REFERENCE. REFER TO CIVIL SITE PLANS _ FOR STRUCTURE LAYOUT INFORMATION. MODULAR BLOCK WALL LAYOUT SHALL BE APPROVED BY THE CIVIL SITE DESIGNER PRIOR TO CONSTRUCTION. THE TOP OF WALL LOCATION IS SHOWN. THE SURVEYOR/WALL CONTRACTOR SHALL ADJUST THE BOTTOM OF WALL LOCATION TO ACCOUNT FOR WALL BATTER. THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF SOIL REINFORCEMENT DESIGN, INC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY SOIL REINFORCEMENT DESIGN, INC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. COPYRIGHT © 2008 SOIL REINFORCEMENT DESIGN, INC. REVISIONS BY REVISED PLAN VIEW 1/23/09 LGP/ MBC REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 LGP/ MBC REVISED PER COMMENTS 3/12/09 LGP/ MBC REVISED PER COMMENTS 3/18/09 LGP/ MBC F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 U SHEET RW2 OF 6 SHEETS �pNO Z 0 �a1Z Q � 02 h WSW 0 OW �Z \l 0 p �pQJ U cv jFM 3d� ocVZ y N ,S V D d I Li [`�J W t Z_ W OZ�O z �(nm Q1� W tG J W J r• W L Li [Y M� F- W ^1 N L LLL �/O " ) O� 2 y o X4'0 _ 0 z 0 w �Q m� w U w < w g� 1 w m w — INN z p z Z M W W0111. w= O / 0 o U c / ) �- 0 w Ma to Q < U —I Q W ry F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW2 OF 6 SHEETS F82335 395 7 390 -' 385- 41:Ii= 375 - 370 - 365- 1 20 360 355 10 J Q U U) Q U 5 > 1 0 TW 380.0 BW 375.7 D 0 z 0 w m ao 0 �+ + ZO O Q- 9 co 9 n cn J Qoo m �o zo o ?� 380 w DRAIN OUTLET (11-YT z � 380 m cn cn w cn FILTERRA UNIT (SEE DETAIL) TW 376.0 TW 375.3 m J J 375 --- - - - - -- 375 .�-- o z_ z_ z_ ° -° E. 0 0 -0 0 0 - 9�- 0 -�-- - o J O O O J o 00 a.00 r- cn d m a 00 co \ o Q o O N M d In I� O J -0 E0.371b7 0 -0 �� 0 -0 -0 BW �+ + + Z+ + + Z+ Z+ ¢+ \ ••••• zo 0 o zoo o zo 370 o �_ o E1 69_7 0 � o - 0 ° 370 400 w IQ- FQ- IQ- FQ- Fa- I¢- tQ- IQ- z FQ- 400 - - - - ... BW 371.0 m cn cn cn �- cn cn cn t- cn F- cn w cn BW 370.3 EL 67.7 F- ° o - a = o BOTTOM OF LEVELING TW 396.0 ......... ........ BW 368.3 PAD 0.5' BELOW BW BW 367.0 365 m w 365 395 _ 395 TW 393.3 _ EL. 394.3 _°o* 4STEPS Cl 10.50' �O - �o� o- o- o- o- o- o -o -o/ cli a0 0 ON AVERAGE ** a o �- o � o - o� DRAIN OUTLET (TYP_) 0 0 - o EL.�92.30 U) W z ° _ / BW 393.0 °o ff Z° M o`no M O o 390 0- b- 0- 0- 0EL.3a90.3 0 -0- i� „� =0-_0 390 + O + t t t + + O Lo O O O o O _L, 38 = 0 - .................: . ........ BW 389.7 cn to cn cn cn cn cn .0 .0 : .. .. ........... ...................... ....: O BW 387.7 %� `r 10.0' 25.0' 42.0' 19.0' 385 BOTTOM OF LEVELING) BW 387.0 385 8.0' PAD 0.5' ELOW W a w GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) oo Lo co ti m o `� 1356 0 0 0 0 0 0U-) O APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS cn cn cn cn cn cn cn cn FRONT FACE ELEVATION VIEW 12.0' 40.0' 12.0' 9.0' 19.0' 12.0' 12.0' IL WALL A 24.0' 8.0' D GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) cn 1356 Z z H.. APPLIED BEARING PRESSURE (PSF) U) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS m z 0 FRONT FACE ELEVATION VIEW t-- z m m WALL C 00 M � r r (0 f� r- CL,-* Z) co D M -10) O M Lo co 0 co J ce) co O co F0 m o J a• + + + + + O+ + z+ + + Q+ O O O o 90 =�- r- Z� �� �N �N Q Q Q ¢ OQ ZQ Q �Q �Q OQ Z F- ¢ H F- � F- Z I- Q<- Z I- cn cn cn cn w cn 2 07 fn I- 07 w (n n w fn is Q 1 gyro lw v.vr ON AVERAGE ** GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1113 1878 2847 3764 T 4354 3764 2847 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL B 5 u 20 0 20 40 80 HORIZONTAL SCALE SEE ABUTMENT DETAIL T 395 - 390 - 385 - 380 - 375 - 370 - 365 - 360 - 355 LEGEND BW BOTTOM OF WALL TW TOP OF WALL - - - - - - - PROPOSED GRADE AT WALL *X.X' ALTERNATE REINFORCEMENT LENGTH _ - CHANGE IN EMBEDMENT LENGTH REVISED PER COMMENTS 3/18/09 OR REINFORCEMENT TERMINATION -EL. XX.X- REINFORCEMENT ELEVATION -0-0- STRATAGRID 200 REINFORCEMENT - 00 -00- STRATAGRID 350 REINFORCEMENT -000-000 STRATAGRID 550 REINFORCEMENT • • • • • • • • LEVELING PAD REVISIONS BY REVISED PLAN VIEW 1/23/09 LGP/ MBC REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 LGP/ MBC REVISED PER COMMENTS 3/12/09 LGP/ MBC REVISED PER COMMENTS 3/18/09 LGP/ MBC U � W '* W 0 rn o..z �F- ..W U LL- z Q LL Q z Q W LL F82335 :D DRAWN LGP CD CHECKED TLR DATE NOVEMBER 11, 2008 ^� r ►�� VoNO t�M0 0 v)a ( Z _z 0 W� "*W U � W '* W 0 rn o..z �F- ..W O m ou�i�j vVi`dv IM paJ �OL� �N MN c 04 to � N 3 ,* 3N � 600 � W NO ` �o ���Z q) Lq ' W �W�Z W O ZO d C9 W �Np0 Y W LLa �v (-) ..M J - [� � FW- W 1_ FAN I 0 mW z C/-) F82335 :D DRAWN LGP CD CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW3 OF 6 SHEETS _z 0 M V W W (-) W -J g� - 1_ FAN I mW z C/-) >0 Q Li D �U) O Q W O e j'�O U M�a W Q U Q W F82335 :D DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW3 OF 6 SHEETS F82335 :D 390 - 385 - R:1 BW 388.3 - 0- 0- 0- 0- 0- 0- 0- 0 -0 -0 -0E L.3 §9.7 0- 0 -0 -0 -0 L. 388.3 0- o- 0- o- o- 0- 0- 0- o- 0- �- o- o- 0- o- o- o DRAIN OUTLET (TYP.) \ o- o- o- o -o -o -o o- 0- 0EL.3�6.3 0- 0 -0 -0 -0 --o-- a--o ♦ --W -a` -8i 0 ih « ui BOTTOM OF LEVELING BW 384.3 \� PAD 0.5' BELOW BW • 0 m W r + w Q + 6" WATER LINE 36" MIN. COVER + C) (n Z O .f m O 11.0' 1 123.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1958 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL F 20 w TW J - - - - - - - Q *X.X' ALTERNATE REINFORCEMENT LENGTH J CHANGE IN EMBEDMENT LENGTH ❑ OR REINFORCEMENT TERMINATION -EL. XX.X- QO -a-*- °N °a+ co �+ STRATAGRID 550 REINFORCEMENT • ...... • • + = zo Zr- 3 :- U 395 w� 07 w�zz< °Q+ �+ N® C14 � w" N Z + o ��Lu W + Of ED cn MOW W(n z � V) 00 .,,-TW 391.3 390 - 385 - R:1 BW 388.3 - 0- 0- 0- 0- 0- 0- 0- 0 -0 -0 -0E L.3 §9.7 0- 0 -0 -0 -0 L. 388.3 0- o- 0- o- o- 0- 0- 0- o- 0- �- o- o- 0- o- o- o DRAIN OUTLET (TYP.) \ o- o- o- o -o -o -o o- 0- 0EL.3�6.3 0- 0 -0 -0 -0 --o-- a--o ♦ --W -a` -8i 0 ih « ui BOTTOM OF LEVELING BW 384.3 \� PAD 0.5' BELOW BW • 0 m W r + w Q + 6" WATER LINE 36" MIN. COVER + C) (n Z O .f m O 11.0' 1 123.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1958 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL F 20 LEGEND BW 1b TW w - - - - - - - PROPOSED GRADE AT WALL *X.X' ALTERNATE REINFORCEMENT LENGTH O CHANGE IN EMBEDMENT LENGTH O OR REINFORCEMENT TERMINATION -EL. XX.X- REINFORCEMENT ELEVATION -a-*- U - 00 -00- STRATAGRID 350 REINFORCEMENT -� -�- STRATAGRID 550 REINFORCEMENT • ...... • • LEVELING PAD = J QO 00.& YO 0 U rn 07 ❑000=J.L- 9 °Q+ �+ N® C14 � w" N Z + o ��Lu W + Of 5 D zo �Z 'to z � V) 00 LEGEND BW BOTTOM OF WALL TW TOP OF WALL - - - - - - - PROPOSED GRADE AT WALL *X.X' ALTERNATE REINFORCEMENT LENGTH O CHANGE IN EMBEDMENT LENGTH O OR REINFORCEMENT TERMINATION -EL. XX.X- REINFORCEMENT ELEVATION -a-*- STRATAGRID 200 REINFORCEMENT - 00 -00- STRATAGRID 350 REINFORCEMENT -� -�- STRATAGRID 550 REINFORCEMENT • ...... • • LEVELING PAD 5 u 20 0 20 40 80 HORIZONTAL SCALE 400 - 395- i•1 tf *v 380- 375 - 370 - 365 - 360 - 355- 350 - BW 382.3 J J Q O Zo W I¢- On(n 400 Ec1~F'1 395 K&olll 390 385 K:1 E- .395d7 0 -0� - - -- ----- - - - - -- ------ - - - - -� EL. 194 .33 1-- a- o- 0- 0- 0- o- a- o- o -o -a -0 0 -0 -0 0- 0- 0- 0-- 0- 0-- 0- 0- 0- 0- 0- 0 -0 -0 -0 DRAIN OUTLET (TYP.) BW 394.3 : EL. -0-0-0-0-0-0-0-0-0-0 o- o - - o- 0- o- o 923 -f- L. 391..- 0 • -o - + -o 0 •--• -0 -•- -o •--• -o-- - -o .... ............................... D ........ ... BOTTOM OF LEVELING BW 390.3 �! w PAD 0.5' BELOW BW O 6" WATER LINE 36" MIN. COVER N aW °o cowQ� + +c ~nz+ O O In O O (n (n U) 66.0' 11.0' 138.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 552 T 1194 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL G to N 07 (n fn Z z �°O Q� J� JN r co °'t Do Lo M �cco mod' to + + <(+ <+ + + �+ + + + Z+ Z+ Q+ Zr �r r j,r N N ZN N �N M ZCM ZCO �m (9 Q ❑Q❑fi1on ❑ w d' ❑ WF- ZI -zf-z IQ- IQ- W-1 C, HzFQ- 1¢- O1¢-OH zH m (n W (n W cn W (n (n cn m (n (n W (n cn I- cn F- (n W (n C) 13 STEPS @ 6.54' N cli ON AVERAGE ** C7 0 a @ g TW 396.0 a a W TW 394.7 ¢ _ (~n (~n Z �L. 394.3 co L' O 0 0- 0- 0- 0- o- - 0- o- o -o -o� TW 392.7 o TW 391.3 EL. 192.3 �-- o o -- 0- o- 0- o- o- 0 --0-0-0-0-0-0-0-0-0 LL EL. 390.3 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- o- o -b--I lo-I EL. 3 1 o o- o--•- o- o.- o- o- o- o- 6- o- o- o- o- o- o- a- o- o-I-o- o -o-� low TW 385.3 EL. 3 6.3 Z-0--0-0-0-0-0-0- _a- a- a- a- a- a- a- o- °- °- i °- °- m- a -a - }---� m I-- 00- 00- 00- 00- 00- 00 =�i3 8a -oo -oo - oo- oo- oo- oo- oo -oo -{- ° 0 I --I TW 38.0 _ - _I � - - - o - o - - - 0- - o - 0 -- o f � 0 - 00- 00- 00- 00- 00- 00- 00- 00- 00- 00- 00- oo- oo -ao- - o EL. 82 3 - o � 1 -o -- oo- oo- oo -oo -oo I () o -oo- oo- oo�- oo-uu- oo- o0- 00 -00 -0o -00- 00- 00- 00- 00- 00- 00- 0o -o0 +- o - o - o - o - o -}- o - o - o - o - o = - + I o DRAIN OUTLET TYP. o-- oo- oo- oo- on- oo- oo -oo -o oo -on-{� as - - aa- oo- oo- oo -oo -oo E'��3 oa- oo- oo- oo- ao- oo- oo- oo- oo- {-oo -oo o - o - - o - o - o - o - o �_- o � - � o . a- - 4 I - - O O O ' 0o- o0-o0 ow- ow- oo- ooa -m0 ow as =u- as = .............. ............................... BW 7. �/ BW 377.0 6" WATER LINE 36" MIN. COVER �^ PAD 0.5' BELOW BW BOTTOM OF LEVELING -//00" STEPS @ 4.43' ON AVERAGE ** - -� _/�/ f o c- O O O r M L 00 w REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 J J O O O M ao �oNO Z J ~M00 (j) :5 Z Q OF 6 SHEETS W��W U) = (n QO 00.& YO 0 Q rn 07 ❑000=J.L- 9 °Q+ �+ N® C14 � w" N Z + o ��Lu W + Of + D zo �Z 'to z � V) 00 r ZN��N W (O J ~U < J Lj Li [Y�F -W ^i (t 0 N ww co (n O� U) �O� 400 TW 397.3 CD TW 396.7 z i-TW 396.7 E- .395d7 0 -0� - - -- ----- - - - - -- ------ - - - - -� EL. 194 .33 1-- a- o- 0- 0- 0- o- a- o- o -o -a -0 0 -0 -0 0- 0- 0- 0-- 0- 0-- 0- 0- 0- 0- 0- 0 -0 -0 -0 DRAIN OUTLET (TYP.) BW 394.3 : EL. -0-0-0-0-0-0-0-0-0-0 o- o - - o- 0- o- o 923 -f- L. 391..- 0 • -o - + -o 0 •--• -0 -•- -o •--• -o-- - -o .... ............................... D ........ ... BOTTOM OF LEVELING BW 390.3 �! w PAD 0.5' BELOW BW O 6" WATER LINE 36" MIN. COVER N aW °o cowQ� + +c ~nz+ O O In O O (n (n U) 66.0' 11.0' 138.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 552 T 1194 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL G to N 07 (n fn Z z �°O Q� J� JN r co °'t Do Lo M �cco mod' to + + <(+ <+ + + �+ + + + Z+ Z+ Q+ Zr �r r j,r N N ZN N �N M ZCM ZCO �m (9 Q ❑Q❑fi1on ❑ w d' ❑ WF- ZI -zf-z IQ- IQ- W-1 C, HzFQ- 1¢- O1¢-OH zH m (n W (n W cn W (n (n cn m (n (n W (n cn I- cn F- (n W (n C) 13 STEPS @ 6.54' N cli ON AVERAGE ** C7 0 a @ g TW 396.0 a a W TW 394.7 ¢ _ (~n (~n Z �L. 394.3 co L' O 0 0- 0- 0- 0- o- - 0- o- o -o -o� TW 392.7 o TW 391.3 EL. 192.3 �-- o o -- 0- o- 0- o- o- 0 --0-0-0-0-0-0-0-0-0 LL EL. 390.3 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- o- o -b--I lo-I EL. 3 1 o o- o--•- o- o.- o- o- o- o- 6- o- o- o- o- o- o- a- o- o-I-o- o -o-� low TW 385.3 EL. 3 6.3 Z-0--0-0-0-0-0-0- _a- a- a- a- a- a- a- o- °- °- i °- °- m- a -a - }---� m I-- 00- 00- 00- 00- 00- 00 =�i3 8a -oo -oo - oo- oo- oo- oo- oo -oo -{- ° 0 I --I TW 38.0 _ - _I � - - - o - o - - - 0- - o - 0 -- o f � 0 - 00- 00- 00- 00- 00- 00- 00- 00- 00- 00- 00- oo- oo -ao- - o EL. 82 3 - o � 1 -o -- oo- oo- oo -oo -oo I () o -oo- oo- oo�- oo-uu- oo- o0- 00 -00 -0o -00- 00- 00- 00- 00- 00- 00- 0o -o0 +- o - o - o - o - o -}- o - o - o - o - o = - + I o DRAIN OUTLET TYP. o-- oo- oo- oo- on- oo- oo -oo -o oo -on-{� as - - aa- oo- oo- oo -oo -oo E'��3 oa- oo- oo- oo- ao- oo- oo- oo- oo- {-oo -oo o - o - - o - o - o - o - o �_- o � - � o . a- - 4 I - - O O O ' 0o- o0-o0 ow- ow- oo- ooa -m0 ow as =u- as = .............. ............................... BW 7. �/ BW 377.0 6" WATER LINE 36" MIN. COVER �^ PAD 0.5' BELOW BW BOTTOM OF LEVELING -//00" STEPS @ 4.43' ON AVERAGE ** - -� _/�/ f o c- O O O r M L 00 r U) REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 LGP/ MBC O O O M ao �oNO Z SHEET ~M00 (j) :5 Z Q OF 6 SHEETS W��W U) U � W W 31.0' 54.0' 266.0' 19.0' 15.0' 12.5' lb-. ' 7.5' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 2766 2685 2199 1719 1194 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL E 395 390 TW 380.7 - 400 - 395 - 390 - 385 - 380 - 375 II&KI] CDR - 360 - 355 - 350 REVISIONS BY REVISED PLAN VIEW 1/23/09 LGP/ MBC REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 LGP/ MBC REVISED PER COMMENTS 3/12/09 LGP/ MBC REVISED PER COMMENTS 3/18/09 LGP/ MBC ao �oNO Z SHEET ~M00 (j) :5 Z F82335 DRAWN LGP CHECKED U TLR z NOVEMBER 11, 2008 �00 ao �oNO Z SHEET ~M00 (j) :5 Z Q OF 6 SHEETS W��W Ll- � A � W W `7N 00.& YO 0 Q Q =o L lb.< w Lo y�OV MN in v .-o # 3r coo x N® C14 � w" N Z �N o ��Lu W Of � La Z D W �Z 'to z V) 00 Q W (O J ~U < J Lj Li [Y�F -W ^i (t 0 rLL- v1 �G��11A J� O� o .. �O� Q CD z z m] Q O U LLJ = Mg00 �0m Z M LLJ - z ~U � M Wa � C v z O or-", (J-) 0 O0 e,I�i _O U � �' n-*,, � co M < \Q LLJ U m F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW4 OF 6 SHEETS F82335 TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED AND PROVIDED BY OTHERS) IS INSTALLED. SRDI IS RESPONSIBLE FOR THE REINFORCED EARTH STRUCTURE ONLY. ALL SAFETY RESTRAINT SYSTEMS (FENCES, GUARDRAILS, BALLASTS, ETC.) SHALL BE DESIGNED BY THE CIVIL SITE DESIGNER. WALL LOCATION AS SHOWN ON CIVIL PLANS CAP UNIT MODULAR BLOCK UNIT (FILL CORE W/ #57 STONE) EXTEND GEOGRID —\ REINFORCEMENT TO WITHIN 1/4" OF WALL FACE 7.1" SURVEYOR/WALL CONTRACTOR SHALL ADJUST THE BOTTOM OF WALL LOCATION TO ACCOUNT FOR WALL BATTER. FINISHED GRADE EMBEDMENT VARIES (SEE ELEVATION VIEW) 6.0" — Q' NOTE: SOIL BERMS AND DRAINAGE SWALES SHALL BE CONSTRUCTED AS NECESSARY TO PREVENT SURFACE WATER FROM OVERTOPPING WALL FACE DURING AND AFTER CONSTRUCTION. TRIM FILTER FABRIC AFTER VEGETATION AND /OR PAVEMENT IS IN PLACE BEHIND WALL. PERMANENT PEDESTRIAN FENCE POST SECURED IN CONCRETE (AUGER 6" MAX. HOLE THROUGH GEOGRID OR INSTALL 6" SONOTUBE DURING WALL CONSTRUCTION, 4' O.C. MIN.) II I I I i I 3.5 + OZ. NEEDLEPUNCHED NONWOVEN FILTER FABRIC COORDINATE INSTALLATION OF TOP MOST NEINFORCEMENT 1 LAYER WITH CURB INSTALLATION TO DIVER REINFORCEMENT 1 I�NDER PAVEMENT AND CURB BAS _ REINFORCEMENT EXTENDING BEYOND THE BACK OF BLOCK UNITS SHALL BE HORIZONTAL AND NOT BE ALLOWED TO TURN TEMPORARY BACK CUT TO BE DOWN BEHIND REAR EDGE OF BLOCK. I APPROVED BY ON -SITE PRIMARY GEOGRID REINFORCEMENT I GEOTECHNICAL ENGINEER (SEE ELEVATION VIEW FOR TYPE, I PRIOR TO CONSTRUCTION. LOCATION AND EMBEDMENT) I g I COLLECTOR DRAIN (SEE DETAIL) 12" MIN. #57 STONE _•• I --- ------ •-- - - - - -- I RETAINED I SOIL 3.5 + OZ. NEEDLEPUNCHED I NONWOVEN FILTER FABRIC I I �'4" PERFORATED DRAIN PIPE TO RUN ENTIRE LENGTH OF WALL / OUTLET THROUGH WALL FACE EVERY 50.0' O.C. A a n FOUNDATION SOIL LEVELING PAD (SEE DETAILS) FOUNDATION REMEDIATION AS REQUIRED BY ON -SITE GEOTECHNICAL ENGINEER TO OBTAIN STABLE WORKING PLATFORM MEETING THE PARAMETERS IN NOTE 5.0 (SHEET RW1). VERIFICATION OF BEARING CAPACITY (NOTE 5.0, SHEET RW1) MUST BE APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. CUT REINFORCEMENT TO FP AROUND OBSTRUCTION. EXTENE REINFORCEMENT BEHINE OBSTRUCTION TO FULL EMBEDMENTLENGTH 5.0' WALL FACE CUT REINFORCEMENT TO FIT AROUND OBSTRUCTION. EXTE REINFORCEMENT BEHIND OBSTRUCTION TO FULL EMBEDMENTLENGTH. PLAN VIEW NOT TO SCALE 5.0' MAX. OUTSIDE RADIUS (IF OBSTRUCTION EXCEEDS 5.0', SEE DETAIL "GREATER THAN 5.0' BUT LESS THAN 8.0' IN WIDTH ") CAP BLOCK I 5.0' MIN �� 5.0' MAX I MODULAR BLOCK UNIT 0.0' 5.0' (MAX.) 1[0x1➢ GEOGRID EMBEDMENT LENGTH VARIES TYPICAL CROSS- SECTION NOT TO SCALE REINFORCEMENT NOTE: ONLY ONE MANHOLE OR OBSTRUCTION CAN BE LOCATED BEHIND THE WALL FACE EVERY 25.0' O.C. CLOSER SPACING OF 2 OR MORE OBSTRUCTIONS MUST BE REDISIGNED BY THE ENGINEER OF RECORD. CUT REINFORCEMENT TO FIT AROUND OBSTRUCTION. EXTEND REINFORCEMENT BEHIND OBSTRUCTION TO FULL EMBEDMENT LENGTH. I PRIMARY GEOGRID I I ADDITIONAL REINFORCEMENT I I LIMIT OF REINFORCED ZONE PRIMARY GEOGRID I ADDITIONAL REINFORCEMENT I I SEE ELEVATION VIEW FOR GEOGRID TYPE, LOCATION AND EMBEDMENT PRIMARY GEOGRID I DEPTH ,DDITIONAL REINFORCEMENT I I I I NOTE: AT THE OBSTRUCTION AND EXTENDING 10' ALONG WALL LENGTH ON EACH SIDE OF OBSTRUCTION, PLACE INTERMEDIATE REINFORCEMENT LAYERS IN ADDITION TO THE PRIMARY REINFORCEMENT LAYERS EXTENDING TO FULL EMBEDMENT DEPTH (i.e. THE NUMBER OF REINFORCEMENT LAYERS PER RESPECTIVE WALL HEIGHT WILL DOUBLE OVER A LENGTH OF WALL MEASURING 25' CENTERED ON THE OBSTRUCTION). CROSS - SECTION SCALE: N.T.S. VERTICAL OBSTRUCTION DETAIL (LESS THAN 5.0' IN WIDTH OR DIA. AND AT LEAST 5.0' FROM WALL FACE) 3.3' (MIN. PER AASHTO) TYPICAL FENCE POST /GUARD RAIL INSTALLATION NOT TO SCALE INSTALL PVC PIPE OR DURING WALL CONST FACILIATE FUTURE Gl INSTALLATION. 5.0' (MIN. PER AASHTO) VV 1 VLV VI\ I V I L/\IV I IIYV WALL ALL COURSES. (PLAN VIEW) WALL ABUTMENT DETAIL NOT TO SCALE NOTE: CONTRACTOR TO VERIFY ADEQUATE COMPACTION IS ACHIEVED BELOW AND AROUND PIPE TO PREVENT WATER SEEPAGE. FILL BETWEEN PIPE AND WALL W/ #57 STONE , FOR STORM PIPES LOCAL E I) WITHIN THE RETAINING WALL REINFORCED ZONE, COORD INATE PIPE INSTALLATION WITH WALL CONSTRUCTION. W \P GEOGRID UNDER/OVER PIPE (PROVIDE 2" MIN. SOIL OR Pl'nE BEDDING MATERIAL BETWEEN PIPE AND GEOGRID) HORIZONTAL OBSTRUCTION DETA_.IL. (CROSS - SECTION) NOT TO SCALE f CORE AND GROUT FOR HANDRAIL I RAILING INSTALLERS REQUIREMEN (DESIGN BY OTHERS). MODULAR BLOC ONE (1) #4 REBAR PLACE IN CORE OF MODULAR BLOCK UNITS AT FENCE POST LOCATION CORE FILL TOP 4 COURSE CELLS 2' WIDE ALONG WALL LENGTH CENTERED AT POST LOCATION WITH 3000 PSI CONCRETE. FILL BEHIND BLOCK AND BLOCK CORE WITH FLOWABLE FILL, FILL 2 COURSES AND LET SET BEFORE PROCEEDING UPWARD. FINISHED GRADE EMBEDMENT VARIES (SEE ELEVATION VIEW) LEVELING PAD (SEE DETAILS) CAP UNIT FENCE POST INSTALLATION (WALL B STA. 2 +03 - 2 +49) NOT TO SCALE d 1 ° e a FILTERRA UNIT a a I d ° I . I •� I � I .oa• ' I v I I . I . I I Q I I I 3.5 + OZ. NEEDLEPUNCHED PRIMARY GEOGP4D REINFORCEMENT NONWOVEN FILTER FABRIC (SEE ELEVATION VIEW FOR TYPE, LOCATION AND EMBEDMENT) -------- - - - - -- / S� FOUNDATION SOIL GEOGRID EMBEDMENT LENGTH VARIES TYPICAL CROSS - SECTION WALL A 0 FILTERRA UNIT NOT TO SCALE REVISIONS BY REVISED PLAN VIEW 1/23/09 LGP/ MBC REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 LGP/ MBC REVISED PER COMMENTS 3/12/09 LGP/ MBC REVISED PER COMMENTS 3/18/09 LGP/ MBC z DO ao � t�aNO v-' Z �:5 F z Q � �'* ``' w LL o co le W ILL. Q r� o In C� Q.�z m in Q OQJ so 1 U- E5 �t QN4 ��3 ® v � � �wN? ° o 0o u 0 22 C N C.a W a �^ w�z o W O0�� z �Y 0 z W �J J W I• w I L� F- w (L O J\�G \1,1A O� �YyypO i U z 0 I W U LEI > 1 Go V) O NN m L LJ i ouig QzU'w, O o z'W 0 5 (1 o U f— If) n- Q Q U Q W F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET R W5 OF 6 SHEETS F82335 4" SLOTTED DRAIN PIPE OR EQUAL (SLOPE 2% MIN. TO OUTLET, OUTLET EVERY 50'0.0 THROUGH WALL FACE OR DESIGANTED STORM DRAIN) 1.0' 3.0' 3' WIDE 3.5 + OZ. NEEDLEPUNCHED NONWOVEN FILTER FABRIC (DO NOT USE HEAT CALENDERED NONWOVENS) FREE DRAINING STONE OR SAND WITH LESS THAN 5% PASSING THE NO. 200 SIEVE T WIDE 3.5 + OZ. NEEDL NONWOVEN FILTER FAB (DO NOT USE HEAT CALENDERED NONWOV *ONLY REQUIRED IN WALLS OVER 10' IN HEIGHT COLLECTOR DRAIN NOT TO SCALE 3" MIN. SOIL BETWEEN GEOGRID OVERLAP WALL FACE MAX. 2 GEOGRIDS OVERLAP (TERMINATE 3RD GEOGRID WHERE 2 GEOGRIDS CROSS) 4.0' MAX. 8" 6" PLACE REINFORCEMENT SECTION PERPENDICULAR TO WALL FACE PRIMARY GEOGRID PLACEMENT ON CURVES NOT TO SCALE MODULAR BLOCK UNIT 18" LEVELING PAD r-2 TYPICAL LEVELING PAD STEP NOT TO SCALE 6" (MIN.) COMPACTED STRUCTURAL STONE - GRADED AGGREGATE BASE OR #57 STONE 6" MODULAR BLOCK UNIT 6" (MIN.) 24" LEVELING PAD CROSS - SECTION NOT TO SCALE 12.5" STRAIGHT UNIT ANCHOR DIAMOND PRO 8" STARIGHT FACE UNIT ISOMETRIC VIEW NOT TO SCALE TCAADnDADV CACCTV =Klf`C CI-IAI I RC IAICTAI I r:n RAGFTIAIf_ (SEE DETAILS) '- VARIES FOUNDATION REMEDIATION AS REQUIRED BY ON -SITE GEOTECHNICAL ENGINEER TO OBTAIN STABLE WORKING PLATFORM MEETING THE PARAMETERS IN NOTE 5.0 (SHEET RW1). VERIFICATION OF BEARING CAPACITY (NOTE 5.0, SHEET RW1) MUST BE APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. TYPICAL CROSS- SECTION (TIERED WALLS) NOT TO SCALE REVISIONS BY REVISED PLAN VIEW 1/23/09 LGP/ MBC REVISED PER COMMENTS 1/30/09 LGP/ MBC REVISED PER COMMENTS 3/10/09 LGP/ MBC REVISED PER COMMENTS 3/12/09 LGP/ MBC REVISED PER COMMENTS 3/18/09 LGP/ MBC kwm� m U pN0 Z CaiZ Q �w "tW h O 't W W 00� LL_. L N [_ . Y to O Q c C� 0.�Z Q q< a N wx j� in bNMN WO N cq "13N��N0 W OO�Z_ 0 0 Z z �Y� W J Q �f- W Wr,W I LL O A O� 2 i o WOD CD � z Q —1 � Q M 0 III III cl� U �j w W _ � age C� F N ao ON m > cu W o U) w )a F- Wn OO o EW (r) 051wg U U � K5a ry W n' Q (f) U U I_ O Q Qf U W F82335 �l DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW6 OF 6 SHEETS F82335 �l "'t J1 II RECEIVE JUL 05 2011 'OMMUNITYDEVELOR