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HomeMy WebLinkAboutSDP200800144 Plan - Approved Final Site Plan and Comps. 2011-10-13AT THE INTERSECTION OF RICHMOND ROAD (ROUTE 250-) PEOPLE' S PLACE CHARLOTTESVILLE, VA ALBEMARLE COUNTY UTILITIES: GOVERNING AGENCIES: DRAWING LIST: CI COVER SWEET WATER COMPANY GAS COMPANY C2 TOPOGRAPHIC SURVEY COUNTY SERVICE DEPT OF PUB-IC WORK Z ONING , - C3 DEMOLITION PLAN AUTHORITY GAS DIVISION ALBEMARLE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT C4 SITE PLAN 168 SPOTNAP ROAD 305 4TH STREET, N.W. DIVISION OF ZONING AND CURRENT DEVELOPMENT C5 LAYOUT PLAN CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 22902 401 MO NTIRE ROAD PHONE= (434) 977 -4511 PHONE= (434) 970 -3815 PHON , (4 34) IL 96, -58322 �O 24 C SITE DETAILS ALBEMARLE COUNTY CURRENT CONTACT= ALEX MORRISCN FAX= (434) 972 -4126 C8 8 UTILITY PLAN DEVELOPMENT PLANNER APPROVAL CONTACT WILLIAM FRITZ C9A UTILITY PROFILES SEWER COMPANY POWER COMPANY C9 UTILITY DETAILS ALBEMARLE COUNTY SERVICE DOMINION VIRGINIA POWER ARCHITECTURAL RAL REVIEW BOARD (ARB) = Ine" AUTHORITY 120 T12EDEGAR STREET 401 MO NTIRE ROAD CIO GRADING PLAN BY DATE 168 SPOTNAP ROAD RICHMOND, VA 23219 CHARLOTTESVILLE, VA 22902 -4596 CII EROSION & SEDIMENT CONTROL PLAN (PHASE 1) ALBEMARLE COUNTY CURRENT = (434) 296 -5832 (X -3276) C12 EROSION & SEDIMENT CONTROL PLAN (PHASE 2) CHARLOTTESVILLE, VA 22911 CONTACT= KELLY MAXWELL PHONE DEVELOPMENT ENGINEER APPROVAL PHONE= (434) 977 -4511 PHONE (434) 972 -6812 FAX= (434) 972 -4035 CONTACT= MARGARET MALISZEWSKI CI3 EROSION E SEDIMENT CONTROL PLAN (PHASE 3) CONTACT= ALEX MORRISON C14-C16 EROSION E SEDIMENT CONTROL DETAILS 44c _ A�7e�_ I—O TELEPHONE COMPANY VDOT �'� C20-C2OA STORM DRAIN DETAILS BY DATE C HARL O TTE SvILL E vA 22911 ��,y Q EMBARG 701 VDOT WAY C21 PRE DEVELOPED DRAINAGE AREA MAP PP20VAL ALE COUNTY SERVK�E AUTHORITY 1240-8 SEMINOLE TRAIL PHONE (434) 293 -0011 (X -120) CHARLOTTESVILLE, VA 22901 FAX= (434) 979 -3759 5 SITE C22 POST DEVELOPED DRAINAGE AREA MAP CONTACT= BRIAN JEFFRIES CONTACT JOEL DENUNZIO C23 -C26 UNDERGROUND DETENTION SYSTEM DETAILS _ v , � , t PHONE= (434) 974 -6928 -- C27 SMP DRAINAGE AREA MAP BY DATE C28 -C29 STORMFILTER DETAILS ALBEMARLE COUNTY FIRE OFFICIAL NOTE � C30 FILTERRA DETAILS \ C31 LANDSCAPE PLAN APPRO CONTRACTOR IS RESPONSIBLE FOR �2�, \ C32 LANDSCAPE DETAILS `— SUBMITTING AS -BUILT INFORMATION AS \ C33 ROAD PROFILES e DA t 1 REQUIRED BY ALBEMARLE COUNTY AND /OR ��. PI SITE LIGHTING PHOTOMETRIC PLAN ALBEMARLE COUNTY SERVICE AUTHORITY -R6 RETAINING WALL DETAILS ALBEMARLE COUNTY BUILDING OFFICIAL FOR THIS PROJECT TO FREELAND i~ �P �' APPROVAL KAUFFMAN, INC. UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL MAKE • HIMSELF AWARE OF THESE REQUIREMENTS. Pje -6a PE VI S I O N S - s DAT ENGINEEQ VSje agS '� �♦ ALBEMARLE COUNTY ARCHITECTURAL 100 e 12EVEW BOARD APPROVAL / NOTE: FREELAND AND KAUFFMAN, INC CONTRACTOR IS RESPONSIBLE FOR RL>rs A' PREPARATION, SUBMITTAL AND OBTAINING NO RTH ® GARCIA BY DA E 209 WEST STONE AVENUE APPROVAL OF THE EROSION CONTROL i PLANS FOR OFF -SITE BORROW OR WASTE A No. 36014 ` �,� VIRGINIA DEPARTMENT OF TRANSPORTATION ,\ �, APPROVAL AREA REQUIRED BY ALBEMARLE COUNTY. NO,, g-3� CONTRACTOR SHALL MAKE HIMSELF 0 SIONA1 E O �S. � '' GREENVILLE, SC 29609 n AWARE OF THESE REQUIREMENTS PRIOR e �♦�o1�e e TEL : (864) 233 -5497 TO THE START OF CONSTRUCTION. LOCATION MAP BY 'fir DATE FAX= (864) 233 -8915 E — M A I L c g a r c i a o f k — i n c. c O m Albemarle County Community Development APPLICANT : Engineering Review Compliance Certification 1 certify that these final le meet t requi rents of the Albemarle County Zoning Ordinance, the Water Prot o rdi ce, ubd' siokOrdinance, and the Design Standards Manual. and are pre d i cco th ngineering Expedited Review Final Plays Checklist. Signat _� --- _ Date ---- S'3 / = _ .. ASBUQY AUTOMOTIVE BAUMGAPDNEP, RICKY LEE -- y — - NOPTH OR DONNA G CAROLINA, LLC SHEET CI OF 35 2905 PREMIER PARKWAY, SUITE 300 1252 STILL MEADOW AVENUE DULUTH, GA 30097 CHARLOTTESVILLE, VA 22901 -6211 DATE= AUGUST 22 2011 CBMH / / i __�, ,_ _ -_ _ __ I 1 lT 3 81.0366 _ ___ __ X - _ -- _- ___- --____ =X -_ -_ _ -- - �� �_�_�� �_- _ _____ --__ _- -__ - __ - - -_ _ _ _ I .-_�_� X _ -_ -__ _ -_-_- - 404 406- 4 07__ �'�C��E`` =_� J /J� _ __- _-_- - -_ - -__ ___ _ -_ -_ -_ - -_ --- ---- - - - -_� / - 1OCHAK I I Q // \ \ \\ - -- X- - -- �__ ___-- -- - - - - -- - -- -40 03 -- - - ---- - -- - - -� ��� ` " -___- -- - -_ - - -- _ - _ - -- - 409- -- - - -- - _------ - - - -� DE `_ 1 I I WALL _ _ _ ___ _ _ ____ _ a _______ a�� / ^ . \ GOODWILL 1 / \ \ - - -- _ - - -- -___ - sot-- __ -- - ' ---_ -_ = _ - - - - -- _ - - - - -- -- _- -_ - - -- - - - -_ - - -_ _- _-- - - - - -- 4 � x'40 \\ �_ - 3PITAL/AIRPOi11= - - - -- " -- - - -- - -- - '^- _ _- HIGHWAY - -_ -408 -- - -" \\ ` -, -' 1 I I ENTR�INCE \ �� //^ \� __ - -___ --+ ___'*------ --- -- _= = = = = = 3 99 - _ -- s1GN_ __-__ _ =�____ - - -- SIGN _ � -____- ±os _- - - -- -- - -- ENTRANCE OE C BOX \ -� -_ - - �_� -.�. _ _ - -- _ w - f.1r404 = - - "'- -- -- - - 1WRCP UW / AFFlc B o X \ \ \ CONC SIDEIIALK - = CBDI 1.5X2.5 / // / // // / 15"RCIP // / C MH , AP OXIMATE LOC/�Ti OF 8 / / TOP 380.10 / / t= / TOP 392.04 ' �! IE: 376. / / / / / �- / / `1E:387.9 9 APPROXIMATE - �-- -� -�- -/-- / i /' / - j - �` - / t-- / /� /� -� � ��-- 7 L _""1� /- - l LOCATION 0 / GAS -�idJ` -•L r - i- - i - ONE! W AY/ 1 ,� 'ROUTE 250 - RICHMOND ROAD % ` ISLAND SIaN I I I I w `� ( / N I .r T& I SIB WAY , `� �\ - - � \ ► I I I I \� \ 1 I � O R� I / I - ' DI38 t \ \�\ \ \\ \\ 575'f TO �� �-,'!- " ^� T 149.86 TIE ` \ �� ` y \\ \\ R/W MONU NT \ �� PROXIMATE 72.42 . \ \ \ \ \ \ RIVERBEND DRIVE \ IPF 5/8 LOCATION OF IPS 5/8 �^ \ S 89 56'19" E I ` \ \C O N S � yq � \ \\ `\ \\ \ \ FOUND \ EBAR 8" I ` S B9"S6 4 E �. EBAR \ r \ ` \ �\ \ �� \ �� \\ �� E0394.86 IPF 1/2" �T UG _ UG UG -' UG + ! / - -/ C SIDEWALK - UW ' (}� ----------------------------- - - - - -- -- �r N 89' ' APPROXIMATES PP O _ » 20052.23' TIE / Fr� \'N �\ 78.25' TiE / n j -' LOCATION OF 6" '' ;` ;+ "``' ;.,.;' /� _' UNIVERSITY" IPF 3/4" OPEN �}. \\ \ \ \ ` c AVA LA'LE CAST IRON GAS CGS MONUMENT S 89'04 50 W TOP W/ CAP\ \ 1 1 '` l \ �GN LINE (90 PSI) / N 3899613 03 - * 1 ` , ` ` •' , . \ " / / c r ,;`:' i ASPHALT AREA E 11476421.43 POC IPF 5/8 TB / I \ � \ \ \ 1 1 1 1 1 :. . x`39, `- \ \ / •`a I 11ll \ \ 1 1 1 1 1 f. 1 \ 1 REBAR __ - / -. _ _ / _ 1 _ _......_. •..... .._.. TOP OF FIRE 30 , 1 1 1 •• 1 SETOACK LINE / f � •: �! 1 1 HYDRANT (SEE DETAIL) III ,.'� � 1 \W i w ELEV= 396.40' T AREA ! `GRAVq.MEA:�;,: r i 1 w 1 \ I ASPH 1 �. ,. 11 ASPHA�Y ARkA ` 1 ,o I t f \\ 4 L \ 1 1 1 1 1 ``•' "' „`` ` L\\ ' " / "CREPE IAYRTL I, ^ I p I I 1 1 1 ,. 1 11 1 1 I PARCtL# 07600 00 00 01581 N/F 3" CHERRY 1 1 1 1 1 RICKEY LEE A 1\ I 1 1 ND DONNA G. BAUMGARDNER.+, 9 1 I D.B. 774 -510 �3" PARCEL# 07800 00 00 01600 1 1 1 1 1 �� �, �` ,. '\ 1 `1 \N ' 1 i I ZONING: N I I 1 \ \j j I HIGHWAY COMMERCIAL AND PANTOPS PARK LLC I j j I 1 \ \ v� I I ENTRANCE CORRIDOR OVERLAY DISTRICT D.B. 3098 -198 I 1 I I 1 "GATE; •. \ $ \ I ZONING I 1 34.478 SQ.FT. `? NEIGHBORHOOD MODEL DISTRICT 0 .791 ACRES USE: COMMERCIAL I 1 1 ' .. ;j �' ► `• ",. PARCEL DE Tract 1 Commencing at CGS monument 'University, having Virginia state I ``, f'. lane coordinates of N 3,899,613.03 E 11,476.421.43 thence with a 70' R/W ie line N 89 -04-50 E for 20,052.23 feet to an iron pin located on RESERVED FOR ' .. ,; \ \\ the southern right of way of Richmond Road (Route 250), said iron STREET PURPOSES pin being the Point of Beginning. Thence along said right of way S D.B. 445 -426A 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 I - �\ / - - REA (SHADED) 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 DEBRI PILE 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, r �� - _ PF 1,/2" - a radius of 25.00 feet and a chord bearing and distance of N I $000 /' r EBAIR 0 ° o 0 r r r IPF 5/8 -� '�� / 20 -07 -52 E for 19.53 feet to the Point of Beginning. Soid tract I o °o °o ° % `,r REBAR 3 �� co 0.791 acres or 34,478 square feet more or lose. r _ _ _ " °° O L1 p� Ii o / p -' .1 19 9� Z R w 180.OL! '/ - Tmct 2 i ��� ATTER'S /� Commencing at CGS monument 'University; having Virginia state I UNABLE TO SET IN /l /�� ��' �� �� ��y� 1 / / // ,TEN SOU T DUE TO ONGOING - p/ /'-' / / / \ / / / / lane coordinates of N 3,899,613.03E 11,476,421.43 thence with a / � 386 ADJACENT PROPERTY tie Tine N 89 -04-50 E for 20,052.23 feet to an iron pin located on I CONSTRUCTION ON / / / ' \ / *1 WOSA I / ,/ ,/ : / .'���� 10 "SPRUCE ' the southern right of way of Richmond Road (Route 250). Thence I along said right of way S 89 -56 -24 E for 172.42 feet to an iron I - - -- � "+ P thence leaving the southern right of way of Richmond Road I / ,' / ,� /' �•�+' 1 / I / / 10 "MAPLE / �- -- (Route 250) along the common line of Astar ASB VA2 LLC (DB -/ / ,/ / / -3 6a. 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 an iron pin; thence S rn 86 -27 -56 W for 199.46 feet to an iron pin; thence along the y I W \� \ / GRASS AREA �\ common line of Pantops Park LLC (DB 3098 -198) N 02 -16 -38 W I \ \\ j ` - -- ! -- \\ TENT NTTI72's for 110.84 feet to an tron 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 I \ I i 1 C 1 ` IPF 1/2" Beginning. Sold tract contains 1.047 acres or 45,614 square feet r ` t �/ / , - - -' AREA (SHADE_ p) REBAR more or less. 1 INGRESS/EGRESS, / j9' - _ S I CBDI 3X3 EASEMENT PER TOP 362.43 D.B. 881 -426; / / ' ��' - - - -' �3g�� i' \ IE: 358.51 r D.B. 688 -325 /' �// / PARCEL# 07800 OID 00 5B6\ / ATE: FILL DIRT FROM I ' N/F -'' SDMH _ _ /-b - �� ' RICKEY LEE AND DONNA G. BAUMGARDNER TOP 368.99 / The Bound su y as shown is based on a current field survey, and / / DB 881 426 IE IN. 354.59- - �� CONSTRUCTION ON I GRASS AREA to the by�e t of y knowledge and belief meets or exceeds the Minimum � / D.B. - ZONING: IE OUT: 354.09 Standgl'd9 and rocedure for Land Surveying as set by Paragraph ADJACENT PROPERTY I 1 �/ HIGHWAY COMMERCIAL /jam j I 10 -20 70 do 380 in the Rules and regulations of the Board of I ectu / ND ENTRANCE CORRIDOR OVERLAY D113XCT Ar itre, .E., L.S., and L. 1 I UNABLE TO SET PIN I \ 45,614 SQ FT DUE TO ONGOING 1 \ ' i �,/' s 3 n UTILITY C *ACT& ZONING: TELEPHONE: COUNTY OF ALBEMARLE EMBARQ ZONING AND CURRENT 1240 -8 SEMINOLE TRAIL DEVELOPMENT CHARLOTTESVILLE, VA 22901 401 McINTIRE ROAD CONTACT: BRIAN JEFFRIES CHARLOTTESVILLE, VA PHONE: (434) 974 -6928 22902 -4596 CONSTRUCTION ON I 1.047 ACRES r -f�l ADJACENT PROPERTY A OD N -+ CBDI 3X3 POSSIBLE j O TOP 363.84 \ l r 'S r ati. I JUNCTION BOX \ ;;:••.;::::::::• r / IE:344.79 i TO UNABLE OD 1 ' LOCATE 92 z CONTACT: FRANCIS H. MacCALL WATER AND SEWER: I r /// PS 5 8 PHONE: (434) 296 -5832 EXT. ALBEMARLE COUNTY WATER 3418 AND SEWER AUTHORITY ** *CAUTION * ** I r�� 1 - --- / PS 5/ ' j WV I REBAR UG e • , \�_�� �\ \\ SIGN . \\ �����- -___ .ITPED BMW \\\ \\ PARCEL# 07800 09, 01500 \ \ � N/F N ASTAR ASB VA2 LLC \ \ \ D.B. 2793 -81 ASPHALT \ �\ \ ` ZONING PARKING II �\ \ \ ASPHALT �_ \ HIGi'I•�VAY COMMERCIAL AND �� �' � ! 1 /I � \ PARKING - ` - -� \\ \ ENTRANCE CORRIDOR OVERLAY DISTRICT: \\\ % 1 � ✓ /,� I \ \\ \ \ \ USE. \ COMMERCIAL A \ \ LE-� 00.90 \ \\ 1I /// 1 /I\ \ \ - -- \ .75 \\ �\ • I // / /�� »\ % \ \\�/ •1 \ /' I e/ j % %j / / � \ \11 IE:390.13 / v , 11\ \ \11 ASPHALT / ' `R I / ASPHALT °\ \\ I I I / PARKING I j \ \\ CBDI TO 39(a.7:r � 1 ( � Do ti I � / � \\ \\ TOP 388.20 IF, /IN: 31.23 IE / OUT: )81.03 / 8 �` \ ', / i / i r / \ k/ / 1 / 6 ..2' h IE:390.49 12 2.51 RHANG FIRE DEPT. - \ CONNECTION 27.r r _ -- - I I I CL,0\�� ELEC. FF 404.94 METER ,e - - -- _ I J IE: 392.41 GAS I \ `P SG a \ i -- METER BUILDING „ RL(WE AREA NDAIW �- HT. SDMH ' MH M H I I � UNAB= TO OPE i .2 = G�RESE- i 47 o Ili � / \ ; TOP 389.59 r 1 P IIa IE 24 "IN:368.19 18 "IN: 378.89 1 I CBMH % II y TOP 387.94( IE: 381.24 SS I �i�I Hi►�il.. dNiph, 4 , �4'd�'d� �Qyf/y��yyr�� ADED) 25' SANITARY SEWER EASEMENT D.B. 1371 PG. 329 14, FF 390.46 FF 390.50 BAY Co - - - -��� �' /// �/ I 1 \ �I I I / ' SDMH � --------- - - - - -' r I Ib \ \� TOP 392.97 R ANG 24" RCP ---- - - - - -- z - - - � -- I / \ E:377.17 EIG T• 8 - - - - //� / i � 1 � � \` I SHED - I I 1 If I EXISTING 20' STORM DRAIN EASEMENT PER GRADING AND DRAINAGE PLAN ENTITLED, "CROWN �'' % r III 1 MOTOR CAR COMPANY" BY ASP ALT / / i j N / HULCHER & ASSOCIATES, INC. PARKING % j j I DATED 3- 17 -05. zoo• i ' ��_IPF 1/2" - - I REBAR G 8 954'54" E - 27 5.23 T1Ex x " - " - " - " �� _ - x !- x J ss ss ss PARCEL# 07800 00 00 015CO N ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1240 -287 ZONING: HIGHWAY COMMERCIAL FAX• (434) 972 -4126 168 SPOTNAP ROAD K - I I---- CBMH USE: COMMERCIAL CRITICAL SL OP E AREA ZONING INFORMATION ZONED: HIGHWAY COMMERCIAL AND EC (ENTRANCE CORRIDOR OVERLAY DISTRICT) SETBACK UNE: FRONT: 30' SIDE: N/A BACK: N/A MAXIMUM BUILDING HEIGHT - 35' FLOOD NVFORLAIMM: 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 1 \\ / L - - W , / E� 82 2 _ _ i' / 1 �� SSMH � TOP 385.63 G-- RIM: 387.44 SSMH - = �� =�YL IE: 378.29 / IE IN: : 370. __-- �= � - IE OUT: 370.64 RIM: 374.77 - � �-- ��� LOUT• 374.8,/ SDMH / IE IN: 369.77 IE OUT. 369.17 �/ ' �/ , / /� TOP 3&5.19 IE IN: 378.29 305 4TH STREE . % / / / IE OUT: 374.89 j / f i- P.O. BOX 911 PHONE: ( 434 ) CAUTION 970 -3815 / ' / �i ' ►�� � CHARLOTTESVILLE, VA 22902 FAX: (434) 970 -3817 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED CONTACT: MARY ZYLOWSKI FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS PHONE: (434) 970 - 3815 THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND FAX: (434) 970 -3817 UTILITIES SHOWN COMPRISE ALL SUCH UTiU11ES IN THE AREA, TOP 373.39 EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES IE' 343.94 / NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT I THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE I UNDERGROUND UTILITIES. POO CHARLOTTESVILLE, VA 22911 POC POINT OF COMMENCEMENT ELECTRIC: CONTACT: JILL ZIMMERMAN TEMPORARY BENCHMARK tQt DOMINION VIRGINIA POWER EMAIL- PP POWER POLE 120 TREDEGAR STREET ( JZIMMERMANOSERVICEAUTHORITY .COM) WATER VALVE ® WM RICHMOND, VA 23219 ® SDMH STORM DRAIN MANHOLE CONTACT: CHRISTY CHARLOTTE VA DOT CATCH BASIN m SSW PHONE: (888) 667 -3000 DEPT. OF PUBUC WORKS DOT DIVISION GAS VALVE El T-PED GAS: 305 47H STREET, N.W. O FOCMKR FIBER OPTIC CABLE MARKER DEPT. OF PUBLIC WORKS P.O. BOX 911 MONITORING WELL 1; GAS DIVISION CHARLOTTESVILLE, VA 22902 p PS IRON PIN SET (5/8" REBAR) T N W CONTACT MARY ZYLOWSKI IRON PIN FOUND 1 \\ / L - - W , / E� 82 2 _ _ i' / 1 �� SSMH � TOP 385.63 G-- RIM: 387.44 SSMH - = �� =�YL IE: 378.29 / IE IN: : 370. __-- �= � - IE OUT: 370.64 RIM: 374.77 - � �-- ��� LOUT• 374.8,/ SDMH / IE IN: 369.77 IE OUT. 369.17 �/ ' �/ , / /� TOP 3&5.19 IE IN: 378.29 305 4TH STREE . % / / / IE OUT: 374.89 j / f i- P.O. BOX 911 PHONE: ( 434 ) CAUTION 970 -3815 / ' / �i ' ►�� � CHARLOTTESVILLE, VA 22902 FAX: (434) 970 -3817 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED CONTACT: MARY ZYLOWSKI FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS PHONE: (434) 970 - 3815 THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND FAX: (434) 970 -3817 UTILITIES SHOWN COMPRISE ALL SUCH UTiU11ES IN THE AREA, TOP 373.39 EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES IE' 343.94 / NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT I THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE I UNDERGROUND UTILITIES. POO POINT OF BEGMINING POC POINT OF COMMENCEMENT TOM TEMPORARY BENCHMARK tQt LIGHT POLE PP POWER POLE C4 WATER VALVE ® WM WATER METER ® SDMH STORM DRAIN MANHOLE ❑ CB CATCH BASIN m SSW SANITARY SEWER MANHOLE D4 GV GAS VALVE El T-PED TELEPHONE PEDESTAL O FOCMKR FIBER OPTIC CABLE MARKER O MW MONITORING WELL 1; FIRE HYDRANT p PS IRON PIN SET (5/8" REBAR) O IPF IRON PIN FOUND - OE - OVERHEAD ELECTRIC LINE - LIE - UNDERGROUND ELECTRIC UNE - SS - SANITARY SEWER LINE -W - WATER LINE - UG- GAS LINE - OT - OVERHEAD TELEPHONE UNE - UT - UNDERGROUND TELEPHONE LINE • GUARD POST • UGMRK UNDERGROUND GAS MARKER O c0 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 UNE DOUBLE YELLOW LINE -- -- - - - -- 5' CONTOUR - -- - - ---- V CONTOUR rWY1 TREE UNE SIGN STORM DRAIN PIPE M 2 HEAD LIGHT STANDARD 3 HEAD LIGHT STANDARD �» 1 HEAD LIGHT STANDARD - x - FENCE SURVEYOR'S NO'M& 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. POSSENJE ENCROACFLIENTS- LAND AFREA SEE INDIVIDUAL PARCELS BASIS OF BEARTM AND BENCHMARK. BASIS OF BEARINGS STATE PLANE COORDINATES VAS FROM CPS OBSERVATION OF MONUMENT "UNIVERSITY NAD 83 VERTICAL DATUM BASED ON MONUMENT "E 346 RESET" NAVD 88 • SURVEYORS •ENGINEERS FREELAND do ASSOCIATES, INC. 323 WEST STONE AVE. GREENVILLE S.C. 29609 TEL (864) 271 -4924 FAX: (864) 233 -0315 EMAIL• JfreelandOworidnet.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: 59513 DATE OF LAST REVISION: 5 -5-09 0' 30' 60' 90' SCALE: 1" 30' TS OF Jp ► i d ' . 002783 �� svlcvd� 4 RLS: James R. Free! d PLS: 2783 f COMMONWEALTH OF VIRGINIA RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY SITE ADDRESS: RICHMOND ROAD CHARLOTTESVILLE, VA UNE TABLE UNE LENGTii I BEARING L1 20,08' N 89 * 4951 " L2 TIE Q2114! W ♦ - © .71' - I l.A k-r J"J M IES OE \ ` / AFFIC BOX �_ -- \ - `HIGHWAY \ - - -- -- _ �` - - - - -- -- - - - - -- \ - - - - -- 11 - 15 RCP I UW \ UW AILBOX \ - - - \ \�- CONC SIIDEW ALK \ I \ 1 UW� \ _ CBDI 1.5X2.5 / i ' , , i , 15 izc P / ,� �/ CBMH , / AP9 OXIMATE LOCgT10N � OF 8' DIP , , ,� ,' �' �' ,' SEE NOTES TO CONfRAC TOP 392.04 f i TOP 380.10 ,/ ,/ / i / / / / / 3 / ' IE: 376.60 ,' / ,' ,' - , -IE: 387.9 " ' L ,'� - - POWO POLES. 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' TOP 392.97 -- _ \ \ \\ \ \ \ \ 24• RCP v ` \ / \ \ t \ I 1 6 �� .2 GRE ��' OVERHANG \IE:377.17 N I ll - IIII I N I III /� �' /' ,/' �� -� �\ S0VATTE /// I /� \ \\ \�cY \ \1 \ \ \ \1�\ � \ \�d 4 - �1 (EIGHT 18.8' ,' + i I/ ll _� �/ �._� \\ TE T TC�' BF ` 66 -i` t \ \\ \ \ \\\i \PU�\ I /I II N II __- \\ \ \\\ I\ \ i 11 ll II - c c- - - �1 N II VIII I N tll I� /� // /�, ►office 11 ' rI - ~/ \` I \ \\I\\ y1 PILL 3 i I / / / /� \ /. � �- __.i , - -365 / \ \ . \\\ \\ 1 \\ 1 \\\\\\ \ '� 1 ° \' LJ � ,' 1 I I ! ( /�- -� \ \ 1 11 1 1 \ 1 \ \ / IE 24 " IN: 8.19 /I II ll II III I III I I N III / ® I I I I III 1 / I \` \ \ \ \ I \ \ \ \ I \I \ \!(Xfi\ iS "IN:37s. II II II NI IIII I III - - - - = ' I III11 36 \ \\ \ ",.,� ' I = ° = c s = � _ ° ° ° ° ° �l I - - - - � ,' �� i" \ \ \ \ 1 1 \ k`� IE`6ur�sso� - - - -\ LIGHT POLE TO ' / I III r N I '` -' \ \ \ \ \ ,/� ASPJ4 LT CAP E AAANDON ll /i II N II p I \_� / -,I \W►r\ \ \ \ \\: �-\ / BE RELOCATED. P 6.L = - 1 I i �� IIII 1 I I / / 1 11 \ 1 z. / / -tI / -72' EXISTING /�" \ C� 1 REFER TO UTILITY/ S ANIT RY SEWER WT / II PLA FL WA LE IL II I I - I I EA 4 \ F , l i - \1 -- s SOUTA.TTER' A xo \ \/�� \ \ / / / \ \ \ - -L (- REMOVE �_� -� � ��T / I r► TENT / �Y\ \ \\ / \ \ TEr�,P. ' / IPF 1/2" - // I I I I I EXISTING /' /"� -- t { - �� I l r �' 1 \ / \ I \ ��\ \ \ I \ - - __ x - x= x x- x- x x - x - x �� x- C E III / t 31 \ - - %��l j 1 / l l l / l l l l SSMH / / xSS x - 1 \ / /III i� 3 '' - -- CBDI 3X3 /'I 1 / I /, j l RIM: 79.76 / / / / / / SAW CUT \ \\ AND ER , / I I i _ / • �' , -' - - - - -� / \ // W TOP 362.43 I/ r / / // / IE IN: 371.26 , lux - ///,// LINE ------ - - - - -- I I EXISTING � '�� W � ,p �,¢,�I� our: 371. (ai 0' ' � It IE: ' / / / AL 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. t1 L_ - - - _ III I / // /') - `s lI / / /, , / - - - -- -- == =_- _ ------- _ - - - -- PAVEMENT / // /, , � , ARIL �' I / / / / -____ -- - - -- - - - - -- - - -- - - - -- II /�,,� 4r / / / /// NOTES - - -- -- - - - -__ _ -_° ��_� III ,,,,Y // / b �.._� _,�_ / �o / ./ / It It ,� / - / \ ,'" / / / l I I 1 I/l / , /v / , / 1, / I. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION / // / / \ / , ,' ,l / / , / �i / APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, STORM DRAIN PFr- - ��_, , , , , / I ! I I lI / / / / / / / / REMOVE EXISTING PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE a z z z I I l I // �' / i / i lll/ lIl / / /,� / / w a w - I III III r, lI t / '� / BE REPLACED WITH RCP ,� , ,� , , I r l l / / / / / , / / P / PAVEMENT FOR REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO /, / , / , / / , / / / / / / INSTALLATION OF WITH SUITABLE COMPACTED FILL MATERIAL. / / / / INSTALLA m � Q m N v ® III I ( 1 GR AREA /' ' ' ' ' / I I 1 / l / / / ,',/ ' PROPOSED SEWER SUITABLE MATERIAL AND BROUGHT TO GRADE a I I r I I PossleLE / ' / / / / / / / // �, / U 0 °-°- ° o " m I N I I I I I I ,' 1��/ JUNCTION BO ' / / / ,' ' / / 1 / l l / j / / / LINE 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE L1 . 0 M [Z °, o m D I EXISTING STORM( II I +�;• / t / UNABLE TO - ' ' ' / , ' / / / / / 1 / ' ° q p n O in 0 n 7 - � ,- , �, , , l / r I r l r / / / 12 S IN HE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED �, DRAIN EASEMEN n I II ( / / " EB I A LAWFUL MANNER. T o N rn o N I I II IID.B. 3350 -624 I ICI+ 1^ I LOCATE I �� -� ' ��' , i ,',�� i �,' , r I I I 1 /� // REMOVE AND FOR DISPOSAL. I y/ RECONSTRUCT `` I III I N I I 1,11 I >�_� �- \\ ,' ,� , /�, , , , / / / / / /i / l i l� /' EXISTING FENCE L, 3, THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AL � I / \ / / / / / / / / / / // AS NECESSARY v u- I III III I I I �� \_i \ / ` gpMr( / / , , / / / / / / , / AND /OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY // //, / I TO CONSTRUCT CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND / / IF✓ IN B9 / / / ' / / / / PROPOSED 8' / / i /�A / / / SERVICES. THE CONTRACTOR IS III I I II \ IE 0yf:, 3 / , , / , m / , / / SEWER ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR - - - ® I I I I III , \ \ \ !O - .,�\ , cY) / , , / / / / / �r 71 co RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. I�� -�s �_�I \_ _ _ _ _ _ _ _ ^/ , /, /, 25' SANITARY 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE s a - �T( ( - 1 I I I I I I I \ 1 :;;:. ' II I I i , \ \ \ SEWER EASEMENT BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE / 2 D.B. 1371 PG. 329 ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 5. ALL EXISTING SEWERS. PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS # PARCEL 07800 00 00 015CO /' -1 /' /' '�•' �� �� ' i ' � / ,' /� AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY A GUTTER TO BE / N / F `R1()dED �-\ '' '' ' % �j PS 5 8° COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LIDS AND CAP ALL LINES BEFORE 1 . / / / ALBEMARLE COUNTY SERVICE AUTHORITY I REBAR PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE - / // I I I \ ,� - %� ��j �� I GROUTED IF UNDER BUILDING. II \ \ \ \ ' ' ' ' C MH D.B. 1240 - � - � � � � ,. � � � T 380 P: 387.42 ZONING: HIGHWAY COMMERCIAL 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND /OR GAS LINES NEEDING TO BE III 1 ----- - - - - -- _ _ \ ^- REMOVED OR RELOCATED SHALL TIME SHALL BE P BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE -_ _ -_ _ _ , ,�� , , s / PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS -7 ATTENTION -; i ,� / S / NECESSARY TO PROVIDE A SMOOTH TRANSITION IN _ _ _ _ _ _ _ UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE II I II IIII z N III / i // I R- �� __ -___: '/ SDMH _ _�SSMH ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. TOP 385 63 ' 16P 385.19 RIM: 387.44 III II /// I( IE: 378.29 /✓ IN: 3 8.2 89 IE OUT3 64 TO ONT R BEST ACT PRACTICES. PUBLIC THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, INCLOSURES, ETC., I I `- I / I I N 1 / '- ��''� - �'IE OUT: 374.89 IE , III I I III / I R III ,N , �/- - / ' 8 CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES 1A I ,/ , 1 / �I ' ' 30 � ,lb? 3��`� ' )k�' I,qt� III N L - -__- ==== -= -====== - - -= = =-JJ► I II � __ _ __ _ _ III II �r--- - - - -__ -_ _ ____ -= a= � _ -- I ► `� � -�T� I \/ �----- - - - - -- --- II �/�`---------- - - - --, DURING DEMOLITION OF THE EXISTING FACILITIES. 9. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 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 THROUGI•N 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 WATERMAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA n I - ------------- - J ill / / \ b1 =� II-------- - - - - -- J \\ III - - - � \\ I q � I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STUDY THE PLANS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH IL 11 \ \ THE SITE DEVELOPMENT PLANS. °__ -- - - - - -- T - ---- -- - - - - -- NO EXTRA FEE WILL BE PAID I 7 = _ - - _ FOR THE REMOVAL OF ANY ITEM NOT LISTED THAT IS VISIBLE UPON A SITE VISIT. I COMPENSATION WILL BE PROVIDED. 12. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. DEMOLITION , 1% PLAN A,5 0 30 60 SCALE r - 30' � _ \ REVISIONS I BY U Z Z C Q L LL u- Q c) Z Q J W� DC LL DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SWEET c 3 OF 35 SHEETS .LOCATION MAP (NTS) , ALWAYS r- CALL DXG V s ON jti�G w • U Q v. ° s 011 c � ,N - C) No ♦ 1-' � M � 20 � Q " O O` co 0 0 `n C � t � � � v O J U) CO x N CTS - �O c Q C 0 W DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SWEET c 3 OF 35 SHEETS .LOCATION MAP (NTS) , ALWAYS r- CALL DXG V s t jti�G w • z_ v. ° s ,N - C) No ♦ 1-' � M � 20 � Q " • z �o•' m U 00000• DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SWEET c 3 OF 35 SHEETS .LOCATION MAP (NTS) , ALWAYS r- CALL DXG V z_ U J J m W Q W o U lU Q U � L 011 � -�aD =)" cb m W > �4 - z W O Z (° �j I' T > a w V O LIL " ' �-- 01 2 o A U Q Q Q } U �� Q Q W a DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SWEET c 3 OF 35 SHEETS .LOCATION MAP (NTS) , ALWAYS r- CALL DXG III I III — _ — _ HI GHW A7 _ SIGN J L -- REFER TO SHEET =C33 CONTRACTOR TO VERIFY __FOj;?_-RQLITE -250 -- -- - - — — — — - EXISTNG# �ONDITKWS -W TNI<S - ENTRANCE CENTERLINE AREA Dl TO ADJACENT SITE PROFILE IMPROVEMENTS CONT12ACTO TO - -- r� r, r, r I r u n n n I n D �l n F) j, — — — — NOTIFY FRE LAKD - AND — f n 1/ A I I==\ I A A I IA 1/^ IG - - - - - -� 78.t TIE CG6 5' SIDEWALK 77 77 l" — "I IVERSITY" \� C MONUMENT S TOP W/ CAP ` N 899613.03 \ E 1476421.43 Ii I _ �wz<000 II _ � �w 000" I , ?Q� II III o 6M M< �o� II I II II II Q= NMI °� I In I a � .. 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I . �:., i I � W DISPLAY II III III ^�^ N r I PARKING - - US OM R \\ �I III I RING 1 NJ TO HC SIGN o _JOINIABLE WIDTH - �EXIIST NG CURB (TYP) I INGRESS /EGRES E GUTTER 7' CONCRETE f"1 EAS T EXISTING / _ _ _ _ _ _ _ �- — �� \ \ \� SIDEWALK �rr I CUST ME 24' WIDE JOINT - II I LIL PARKI G PARCEL# 07800 00 00 01500 5' SIDEWALK TRACT 1 INGRESS /EGRESS (VII III III _ _ N/F PARCEL# 07800 00 00 01581 EASEMENT OM R I III III _ _ — ASTAR ASB VA2 LLC III III I N /F 5.5' \\ I IN O 4' R HIGH RICKEY LEE AND DONNA G BAUMGARDNER 5 = D.B. 2793 -81 III I 1 I co ONAMENTAL D.B 774 -510 ROLL -UP — ZONING: III III I N zowNC: U PS ER HIGHWAY COMMERCIAL PICKET FENCE HIGHWAY COMMERCIAL SERVICE REAR H 1.769 AC III III 1 - - - - a FT DOOR FROM I III 1 CAR WASH (RE:ARCH) N PIPE �• N BOLLARD 1E .RON- GUIDE _1 II II II 11 ' Ili —= = = = =JJ III IIII II II 111111 — III III I III II �________ — - -- =— _____________________ III II 1 II II L_� I� J IIII ❑ L =----------------------------------------- ❑II 1 11 cl W NOTE: VDOT HAS VERIFIED IN THE FIELD THAT ROUTE 250 ENTRANCE HAS SUFFICIENT SIGHT DISTANCE IN BOTH DIRECTIONS. 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. II CURVE TABLE I �II CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA �\ I� Cl 25.00' 20.06' 10.61' 19.53' N 20'07'52 " E 45 °58' 36" LINE TABLE I \\ \Q �1 LINE LENGTH BEARING LI 20.08' N 89 °48' 51" E J °- I Co I m 5D n li T z M I I P ROPOSE D ROW aa,a�8 s . 0_791 j STORAGE /DELIVER A2.2) I(( II 3 II Q) 011 0 I - ACRES CROWN BMW 24' III W� III III 1 ROAD WIDENING _ 5 . 50' III III III 1 f PAINT STRIPING LEGEND INGRESS /ECRES E SERVICE 10 \ � EASEMENT`` PE SIDEWALK X06 �ARCEL# 078 'I I D.B. 881- SWDL /4" - SINGLE WHITE EMPLOYEE 14,269 SF I D. 8- 25 I I RICKEY L,4 AND `D{ w III r 04 >�� �)�1 III 1 D,IS V III m III 22 EMPLOYEES PROPERTY LINE T " H(GHW ' 2.8 AC __1C 9@6NP4= EXISTING ~ U I II 4 's III 1 � ai tr , u) RETAINING WALL I III U GUIDE RAIL PER 1E .RON- GUIDE _1 II II II 11 ' Ili —= = = = =JJ III IIII II II 111111 — III III I III II �________ — - -- =— _____________________ III II 1 II II L_� I� J IIII ❑ L =----------------------------------------- ❑II 1 11 cl W NOTE: VDOT HAS VERIFIED IN THE FIELD THAT ROUTE 250 ENTRANCE HAS SUFFICIENT SIGHT DISTANCE IN BOTH DIRECTIONS. 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. II CURVE TABLE I �II CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA �\ I� Cl 25.00' 20.06' 10.61' 19.53' N 20'07'52 " E 45 °58' 36" LINE TABLE I \\ \Q �1 LINE LENGTH BEARING LI 20.08' N 89 °48' 51" E J °- I Co I m 5D n li T z M I I P ROPOSE D ROW 28.5 EQUIPMENT -1 Con�ESSORs STOP (RElARCIA) (RE SIC-,N 199. I ACCORDANCE WITH THE VDOT a RETAINING 2007 ROAD AND BRIDGE WAI L EXISTING �(� 0 1 (3 III SPECIFICATIONS, THE VDOT EMPLOYEE E SERVICE _ 2008 ROAD AND BRIDGE STANDARDS AND THE 12AILL PARKING 4' H GH EXISTING EMPLOYEE III I ROAD DESIGN MA UAL. ORNAMENTAL E SERVICE PARKING III I 5 PICKET FENCE J I BOUNDARY LINE ADJUSTMENT PLAT: D.B. 4080, P. 81 © III 1 IPF 1/2" REBAR EASEMENT PLAT: D.B. 4080, P. 87 Its -- K if % X .— K -- % M % '54'54" E 275 23' TIE 0 9PICKET FENCE Im IPF 1/2" aa,a�8 s . 0_791 j STORAGE /DELIVER A2.2) I(( II 3 II Q) 011 0 I - ACRES CROWN BMW 24' III W� III III 1 ROAD WIDENING _ 5 . RETAIL PARTS III III III 1 f PAINT STRIPING LEGEND _ - E SERVICE 10 cy SIDEWALK BUILDING bu G III III SWDL /4" - SINGLE WHITE EMPLOYEE 14,269 SF F (RE ARCH ; `Il I DASHED LINE / 4" - -T SERVICE FFE -397.0 r 04 >�� �)�1 III 1 3.607 AC PARKING 13 22 EMPLOYEES PROPERTY LINE T . CG6 - 2.8 AC __1C 9@6NP4= EXISTING TOTAL IMPERVIOUS AREA ALL WORK WITHIN THE VDOT 89 °56'22 W 180.02 100' SIGHT -- DISTANCE LINE ur r A • III 1 RIGHT OF WAY SHALL BE IN 28.5 EQUIPMENT -1 Con�ESSORs STOP (RElARCIA) (RE SIC-,N 199. I ACCORDANCE WITH THE VDOT a RETAINING 2007 ROAD AND BRIDGE WAI L EXISTING �(� 0 1 (3 III SPECIFICATIONS, THE VDOT EMPLOYEE E SERVICE _ 2008 ROAD AND BRIDGE STANDARDS AND THE 12AILL PARKING 4' H GH EXISTING EMPLOYEE III I ROAD DESIGN MA UAL. ORNAMENTAL E SERVICE PARKING III I 5 PICKET FENCE J I BOUNDARY LINE ADJUSTMENT PLAT: D.B. 4080, P. 81 © III 1 IPF 1/2" REBAR EASEMENT PLAT: D.B. 4080, P. 87 Its -- K if % X .— K -- % M % '54'54" E 275 23' TIE 0 9PICKET FENCE Im IPF 1/2" CONNECT ' ® � N 89 Q) 011 0 REBAR TO EXISTNG HEAVY DUTY ASPHALT ® ROAD WIDENING _ 5 . CURB E GUTTER ✓ :1 oU CONCRETE SAW CUT cy SIDEWALK REMOVE AND LINE N EMPLOYEE RECONSTRUCT 0 E SERVICE EXISTING REMOVE AND TOTAL PROJECT AREA 3.607 AC PARKING FENCE AS RECONSTRUCT TOTAL DISTURBED AREA 2.8 AC NECESSARY EXISTING TOTAL IMPERVIOUS AREA 2.17 AC PAVEMENT TOTAL GRASSED AREA 0.63 AC RETAINING WALL GUIDE RAIL PER VDOT STD NOTE: U DETAIL GR -2,2A EQUIPMENT SHALL NOT * 4' HIGH 4' BE VISIBLE FROM EC. - ORNAMENTAL F-49' R 14 J IPS 5;'8" REBAR PROVIDE ORNAMENTAL i / \�\ % = FENCE PICKET FENCE ON,, TOP OF RETAINING WALL o, PARCEL# 07800 00 00 015CO N /F ALBEMARLE COUNT) SERVICE AUTHORIT7 D.B. 1240 -287 ZONING: HIGHWA'f COMMERCIAL SOURCE OF BOUNDARY AND TOPOGRAPHIC INFORMATION: ALTA /ACSM LAND TITLE AND TOPOGRAPHIC SURVEY, DATED II -9 -2007, PREPARED BY FREELAND AND ASSOCIATES, INC. LEGEND PREVIOUSLY APPROVED DISPLAY 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. SITE PLAN 0 30 60 SCALE r • 30' U Z ft Z Q U_ ILL D Q V a Q Z Q W W a ILL ARCH) PAVEMENT ® (RE Q) 011 0 CONCRETE PAVEMENT \0 � ON HEAVY DUTY ASPHALT ® ROAD WIDENING > 1.5 INCH OVERLAY SITE PLAN 0 30 60 SCALE r • 30' U Z ft Z Q U_ ILL D Q V a Q Z Q W W a ILL V Z 0 J J D J M Q 4 0 > W o w �v U > . o O OL = �- aD M W > �'� (n (n zat a W W a � >a �.. O ~ OW� UJ U J o Q� 01 _J Q Q Q Q Q W a DRAWN AK CHECKED CAG DATE OCTOBER 3, 2011 SCALE I" - 30' SI-EET OF 35 SHEETS LOCATION MAP (NTS) AL' 4+7AYS CALL BEFURE YOU D =G Q) 011 0 \0 � ON Q > L0 Q o U-. � oU �- cy N (n 3: CO N c� 0`1 FE C 0 CD o W V Z 0 J J D J M Q 4 0 > W o w �v U > . o O OL = �- aD M W > �'� (n (n zat a W W a � >a �.. O ~ OW� UJ U J o Q� 01 _J Q Q Q Q Q W a DRAWN AK CHECKED CAG DATE OCTOBER 3, 2011 SCALE I" - 30' SI-EET OF 35 SHEETS LOCATION MAP (NTS) AL' 4+7AYS CALL BEFURE YOU D =G c z _ V Z 0 J J D J M Q 4 0 > W o w �v U > . o O OL = �- aD M W > �'� (n (n zat a W W a � >a �.. O ~ OW� UJ U J o Q� 01 _J Q Q Q Q Q W a DRAWN AK CHECKED CAG DATE OCTOBER 3, 2011 SCALE I" - 30' SI-EET OF 35 SHEETS LOCATION MAP (NTS) AL' 4+7AYS CALL BEFURE YOU D =G III ! \ ► II � ONE WAY/ ISLAND SIGN ONE -WAY �GrJL - - - - - -- - - -- — ------ - - - - -- SIGN - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- J - - - --�— t LINE — — - -- s ROUTE 250 - RICHMOND ROAD L9 0' R /W) SIGN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IPS 5/8" 149.86' TIE R/W MONUMENT IPF 5/8" S 89'56'19" E IPF 1 /2" POINT OF e FOUND ' REBAR 172.42 REBAR _ REFERENCE - -- ---------------- - ------------ T- --- - - - - -- - - -- S 89'56'24' E — — — — — — — — — — �OCATION MAP (NTS) ` —— —— - - -- N 8955'43" W _ _ 78.2 ~ 5' TIE 25 R 45 R 5 _ _ _ _ - - - - - -- CALL _ _ _ 5 _ _ _ _ _ _ _ _ - - - - - -- - - - I BEFORE YOU C MONUMENT �� POINT OF 13.03 TOP W/ CAP IPF 5/8" N 8996 E 14764 13.0 3 \ \ REFERENCE REBAR ul I I w Z P Z"" "WZ II �_ III ��wSo� ° CA `-v� I �I III -I III I O Zm' =Or III I N Q= N,, ;aM I II I III NI in V) II III WI I I I r c��c�c�c�'�� II , D II I II oz�;r) n�wm II III I w III z 18'" II `i' 6 LO F, r, r, u I I I II � III Ili II 5 ' ads o m v`. II =J II I N j z - III 1J I�1 Y m III ° I — I I W IN I — PARCEL# 07800 00 00 01600111 1 Q CL n- III a II I N/F = I II I J III 5' ' I N I PANTOPS PARK LLC I 0 p IN N I II D.B. 3098 -198 II I W ZONING: I W IN �IGHBORHOOD MODEL DISTRICII II I a III W I I III III __ N 11 I II te I— .. � Q W 0 Z III II I III � � � 11 li I I I � OD III III II I III = 0 III II 1�------- - - - NI 11 II I �— IS III III III 0 iu II III _� I I l i III I N IPF 5/8' REBAR I II III L1 � _ Ili � II � —� III I II III 18 I N N V 1 (rr III I N I N I 11 N- _ _��=== ��_��� it 11 NI III I fll III I 1 II II II III III I II N=------==- - - -sal N II NI III I NI III I II II q II N III I ��I c L I I III 11 11 L� == = - -- - - - - - —� �_ __�� �� _ - - - - — III w °- II NI III 14 Z Z F --I Z Z III II i� > co y U J W p I CD u- Nv mN v) I NI c� Q NI III Iz �� °� c: IN OL?o� �'" °r, I III z Im M OL °n � N M "' I III 1 1 I II ° I N l0 cr f0 rn ° M ° M I III `�'• o In w I a I III III 6 I N I 000 18' I _ 0 I III --t— _ — 1Tf �1T p u F I II I 18' p 40' 30' SETBACK LINE J. co 24' 0 8' 5'. 8'. 8'. 8' . 10'R 30' 4'R (T 26' 7111111111111110 I I 4- i 28.5' CROWN BMW LINE — — - -- 1 e FOUND ' REBAR 172.42 REBAR _ REFERENCE - -- ---------------- - ------------ T- --- - - - - -- - - -- S 89'56'24' E — — — — — — — — — — �OCATION MAP (NTS) ` —— —— - - -- N 8955'43" W _ _ 78.2 ~ 5' TIE 25 R 45 R 5 _ _ _ _ - - - - - -- CALL _ _ _ 5 _ _ _ _ _ _ _ _ - - - - - -- - - - I BEFORE YOU C MONUMENT �� POINT OF 13.03 TOP W/ CAP IPF 5/8" N 8996 E 14764 13.0 3 \ \ REFERENCE REBAR ul I I w Z P Z"" "WZ II �_ III ��wSo� ° CA `-v� I �I III -I III I O Zm' =Or III I N Q= N,, ;aM I II I III NI in V) II III WI I I I r c��c�c�c�'�� II , D II I II oz�;r) n�wm II III I w III z 18'" II `i' 6 LO F, r, r, u I I I II � III Ili II 5 ' ads o m v`. II =J II I N j z - III 1J I�1 Y m III ° I — I I W IN I — PARCEL# 07800 00 00 01600111 1 Q CL n- III a II I N/F = I II I J III 5' ' I N I PANTOPS PARK LLC I 0 p IN N I II D.B. 3098 -198 II I W ZONING: I W IN �IGHBORHOOD MODEL DISTRICII II I a III W I I III III __ N 11 I II te I— .. � Q W 0 Z III II I III � � � 11 li I I I � OD III III II I III = 0 III II 1�------- - - - NI 11 II I �— IS III III III 0 iu II III _� I I l i III I N IPF 5/8' REBAR I II III L1 � _ Ili � II � —� III I II III 18 I N N V 1 (rr III I N I N I 11 N- _ _��=== ��_��� it 11 NI III I fll III I 1 II II II III III I II N=------==- - - -sal N II NI III I NI III I II II q II N III I ��I c L I I III 11 11 L� == = - -- - - - - - —� �_ __�� �� _ - - - - — III w °- II NI III 14 Z Z F --I Z Z III II i� > co y U J W p I CD u- Nv mN v) I NI c� Q NI III Iz �� °� c: IN OL?o� �'" °r, I III z Im M OL °n � N M "' I III 1 1 I II ° I N l0 cr f0 rn ° M ° M I III `�'• o In w I a I III III 6 I N I 000 18' I _ 0 I III --t— _ — 1Tf �1T p u F I II I 18' p 40' 30' SETBACK LINE J. co 24' 0 8' 5'. 8'. 8'. 8' . 10'R 30' 4'R (T 26' 7111111111111110 I I 4- i 28.5' CROWN BMW LINE RETAIL PARTS BEARING E SERVICE 8 . BUILDING DELTA 14,269 SF 25.00' FFE -397.0 N 19.53' Q 45 °58' 36" �m cr) 18' 89 56 22 W 180.02 9.9' `- o 3' R l N C>` J 01 13.63' - 10'R - 10'R co 22' 15'R 36' ;2'R 13' 2'12 39.7' Yl 46' 0 33' 18' 18' 12'R 5' SIDEWALK 24' 33' 9' (TYP) 35 R 1 10' R 1 � I 111 1 i II I I II II I 30' i 25'R III II II II II I II I I S 86'27' 56" W 199.46' I II 111 it r======= = z _� = — �z = — — I N N IMPS 5/8" N i II II II II Iii rll I REBAR III k_� �_� I r►I III II 1 II r II I N I III 1 111 I N , I IN I II I I1 III Ili � II 1 I N 1 II II N III III I N - ------------ - - - - -- -�J III III 1 II III � III L_� lu ll I ►I III ���� N\ III - \Q p 11' I DXG # I 24.4' I �� -------------------------------------- - -� 30' SE K LINE III It -* _ m 24' 45' I �L -�—� III III III \\ PARCEL# 07800 00 00 01500 L = _ _ _ — N /F III I II _ ASTAR ASB VA2 LLC III III 45' \ \ l ` _ `— D.B. 2793 -81 11 I III I co O — - -- - - ZONING: III III I N HIGHWAY COMMERCIAL I — 1.769 AC III III —_ �I I SITE 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. 3 24' (( W� NI lu III III I. III IN I:�t III ;III III to 18' N I III 5.64' 3' 12 III 18' (f( 1 IPF 1/2" RFRAR VA 0 N N 0 c m 7 � IPS 5/8" v REBAR y O, DO 00 00 01500 J/F Y SERVICE AUTHOR! IY 240 -287 NING: COMMERCIAL LINE TABLE LINE LENGTH BEARING LI 20.08 N 89 °48' 51" E CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA _ CI 25.00' 20.06' 10.61' 19.53' IN 20'07' 52" El 45 °58' 36" NOTE: BOUNDARY AND TOPOGRAPHY INFORMATION OBTAINED FROM SURVEY BY FREELAND AND ASSOCIATES, INC. DATED II -9 -07. L - 25'R 45' III III I I I 5 I __ - I I IPF 1/2" 8 — i - -- — — I - -__� =� J�( I REBAR } N 89'54'54" E 275.23' TIE NOTE: ALL DIMENSIONS, UNLESS OTHEREISE NOTED, ARE TO FACE OF CURB, FACE OF BUILDING OR CENTERLINE OF PARKING BAY. L AYOUT PLAN o 30 J sc F r - 30• REVISIONS BY U z Z 5 Q G u- Q C) C , Z Q J W W DL u- ISLAND DETAILS 4 3 R 4. ' 2.5'2 2.5'R U CV "q (D > o �Q 18' o b 34.8' °U � co C4 cr) 18' 5'R- 10,P 3' R 3'R N C>` 9.93' 13.63' - 10'R - 10'R 36' 8'P 13' 2'12 4' 3'R 10.4' 13' 2.R 10'R 10,12 4'P 18' 18' 4.2' 3'R 3'R 11.9' 10.6' O L AYOUT PLAN o 30 J sc F r - 30• REVISIONS BY U z Z 5 Q G u- Q C) C , Z Q J W W DL u- (9 Z O J m W mW Lo Z� O (f) oc � Ucy Q J Q I-- W D[ J Q 1� J OW cy z 100 W w ,C 117— F 5 p 2— -i o o° Q a Z cy U R Q DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE r - 30' SHMT C5 OF 35 SHEETS e 4 � O I'D U CV "q (D > o �Q 0 o b (> co 'q C � ) °U � co C4 cr) co co C 1 , '!�: co N C>` r= �0 C Q r-5I o W (9 Z O J m W mW Lo Z� O (f) oc � Ucy Q J Q I-- W D[ J Q 1� J OW cy z 100 W w ,C 117— F 5 p 2— -i o o° Q a Z cy U R Q DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE r - 30' SHMT C5 OF 35 SHEETS e 4 ti U c:, Qs rn 0 0 • ai q (9 Z O J m W mW Lo Z� O (f) oc � Ucy Q J Q I-- W D[ J Q 1� J OW cy z 100 W w ,C 117— F 5 p 2— -i o o° Q a Z cy U R Q DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE r - 30' SHMT C5 OF 35 SHEETS REVISIONS BY 50' MAX SPAMD eeTwEW WIPAN" JOM'S OONfTRACT10N JOW 1 x'k x X °X x xx X x x X°x xx x x d x°x xx x x e X•X x xx PAW ° a Awkx xxx X X • X - x zxx X 'x• xXx x xxx x d d q Xx X% XX X x �c X X b ALL VAN ACCESSIBLE �VxxA x � %XD X �Xx O %XD X VASIW" WDTN vATilAelt EVAIIBION JONT TOOLED V� 'x4 x x•xx•x x x F x Y�TI ix x • x c x x x x it If x xx X I X ' `x x .xx x x x x SECTION A -A SECTION B-B 4 CONOWM 3000 PS STRI'l M r AT 28 DAY'S OR SiRONM S M NOS 91s TYPICAL SECTION CONCRETE SIDEWALK STANDARDS ftTa) ASPHALT CONCRETE PRIME COAT TYPE SM -9.5D Zv , xx x X BSc X ' ' Ax �' ASPHALT CONCRETE X n xx 6x 4 x ° Xx x x n X a?, BANE E 25A II II - IIII _IIII °IIII ° - AGGREGATE BASE MATERIAL (p = 1111=1111 IIII =1i ° S¢E N O, 28 =IIII =1111 = IIII ° _IIII -IIII -1111= III = 1111 =1111 =IIII= III =11 = COMPACTED SLOGRADE 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 GEOTECI -LAICAL 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 D 9014 JONTS OG-2 Xp x x x x x x xY x X x xx x x x " x x Q x x x x x X x xX 0 Xd x x o x x 8 - ° ° ° xx V x c. , O Y x NOTES: L THE ITEM MAY K PRECAST Oil CAST N FLACL 2. CONQETE TO K CLAIM A3 F CAST N FLACL 4000 PS F PRECAST. 3 C01lIATHON OAIY S OUTTOt HAVOC A RAKIS OF 300 PELT OR LESS IALOIO FADE OF O1RS1 SWILL w PAO FOR AS RAOYIL OiNNTION Cm H OUTTOL 4• T nme A t a D M 0► PAV T a ALLOWAOB CRftERN FOR TIE USE of CO-$ a OAM ON ROADWAY CLASSM9GITM AND OEIION !PEED AS OHM Of APPEIO01 A 5/8" REBAR 12' O/C - 4 REQ' D 12' - - 12' d ° ° a4 ° T a a' ° ° d ° ° d d ° ° �. ° a ° d d ° ° ly ° dd �-- 24' 24' 24" 5/8' REBAR 24" O/C - 2 REO' D (DRIVE REBAR I" MIN. BELOW TOP SURFACE) CONCQETE 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 tt4 BARS AT 12 ON CENTER 1 1 1 1 4 • STONE BASE SIZE NO. 21B TYPICAL SECTION DUMP STE12 PAD PAVEMENT DETAIL !" R OF TIE VOOT ROAD DEOW M NAIL A fl^S IV N I&XV0 COMENNATION 6" CURB GUTTER an vwo m DEPAftymm or TRMIrORTATON 2 03 CONC. 8' SCH, 40 STEEL PIPE FILLED WITH CONCRETe ONE WRAP OF a3O ROOFING FELT IIII- BASE 1'-6' DIA CONC. FOOTING PAVENT O ME THICKNESS v VARIES (SEE PLAN) III- zo PAVEMENT SPECFICATIONS S HALL BE M ACCORDANCE WITH THE CURRENT EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. ASPHALT CONCRETE P92M COAT TYPE SM 9.5D cn . n �; I III = IIII -IIII _IIII °- AGGREGATE BASE MATERIAL 1111 - 1111 IIII -Iii SIZE NO. 218 .4 =1111 = lilt - 1111 -1111- IIII -1111= IIII °_IIII = IIII = IIII = 1111 COMPACTED SLOGRADE STANDARD DUTY ASPHALT PAVEMENT (N. T. S.) THE OF OUTTER 1MY K TIE I NA MID PNvLm TO THEM L ir SUS E COU ND PROVO= A MIMSJII OORII W 7" a w1RTANEO. �o CONCRETE 3000 PSI STRENGTH AT 28 DAYS OR STRONGER STONE BASE SIZE NO, 28 n A A n n n COMIPACTED SLOGRADE nn= 1 PIPE BOLLARD (N.T.S.) i yN. NOTE- ALL TRAFFIC FLOW ARROWS TO BE SOLID W14TE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. TQAFF - IC FLOW ARROW N.T.S. ASPHALT CONCRETE TYPE SM -9,50 ASPHALT CONCRETE BASE COURSE TYPE BM 25A zo AGGREGATE BASE MATERIAL SIZE NO. 26 COMPACTED SUBGRADE ROUTE 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. REFER TO DETAIL WP -2, PAVEMENT WIDENING ON SHEET C7. NOTE: ALL MATERIALS AND CONSTRUCTION METHODS FOR PAVEMENT SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF VDOT. 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. CONCRETE SIDEWALK ADA PKG SIGN ONE PER SPACE \ WHEELSTOP R Q zo 5 �1 • Oil :• �'1�� &I _.\ ON! ,r11 N.T.S. C CU SS /e c� ~� ADA PARKING 6'R d ° ° e - e ° PAW ° a G d d ° d d d q d d 67 ? 0 •Q- b ALL VAN ACCESSIBLE � -c 6' PARKING SPACES CCESSIBL PENALTY SIGN WITH ° a d (N.T.S.) ° d POST (2 lbs. /ft.) D D D D D D D D D p D D D D p D D D p D D D D D D D D D dr CONCRETE 3000 PSI STRENGTH AT 28 DAYS OR STRONGER STONE BASE SIZE NO, 28 n A A n n n COMIPACTED SLOGRADE nn= 1 PIPE BOLLARD (N.T.S.) i yN. NOTE- ALL TRAFFIC FLOW ARROWS TO BE SOLID W14TE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. TQAFF - IC FLOW ARROW N.T.S. ASPHALT CONCRETE TYPE SM -9,50 ASPHALT CONCRETE BASE COURSE TYPE BM 25A zo AGGREGATE BASE MATERIAL SIZE NO. 26 COMPACTED SUBGRADE ROUTE 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. REFER TO DETAIL WP -2, PAVEMENT WIDENING ON SHEET C7. NOTE: ALL MATERIALS AND CONSTRUCTION METHODS FOR PAVEMENT SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF VDOT. 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. CONCRETE SIDEWALK ADA PKG SIGN ONE PER SPACE \ WHEELSTOP R Q zo 5 �1 • Oil :• �'1�� &I _.\ ON! ,r11 N.T.S. C CU SS /e c� ~� ADA PARKING 6'R WHITE REFLECTIVE PAW O 127 -8 C14 5 ' ALL ACCESSIBLE PARKING ® q zo 67 ? 0 •Q- b ALL VAN ACCESSIBLE � -c 6' PARKING SPACES CCESSIBL PENALTY SIGN WITH OF PARKING SPACE I INTERNATIONAL HANDICAP SYMBOL (N.T.S.) SITE DETAILS (FOR ON -SITE PAVEuEVT) OLAX164 PAD NEW CONCRETE PAVEMENT 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. F12EELAND AND KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVENESS OF THE PAVEMENT DESIGN AND ACCEPTS NO LIABILITY FOR SAID DESIGN. SEE PLAN � Q a r s pp � AT Yl" C L -40 I y MN. 121 MAX W-1 8 iL Z• 8 R �A� rfEE TPUNDATED 0=5 4 1 A SEE EET IOF 4 FOR DUALS 51 ;x a rum v OF ROADWAY CURB SACK OF Ct11S 11111-0 - 20 � I z , SECTION A -A JIM THON SECTION 8 -8 NOTEr 8lAI40TTES ON THE DETECTA>!LE WNW" SURFACE, 4. TYPE B PARALLEL APPLICATION RON WAS MMRIAI N nMT EN3TM Y 3 I = .1 C TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK o6->s NOTE= 15 L 0 TO 16 MEET INE41A N ESS OF THE CG -12 DETECTABLE WARMNG SURFACE TYPE B (PARALLEL) APPLICATION VgCp" DEPARTMENT CW T"M PORTATHON 203 Od RESERVED PARKING THIS SIGN TYPICAL AT 127 -8 ALL ACCESSIBLE PARKING ® SPACES H THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE 12' X 6' PARKING SPACES CCESSIBL PENALTY SIGN WITH 12' X 9" WORDING AS REQUIRED BY STATE OR LOCAL LAW 'U"-CHANNEL POST (2 lbs. /ft.) uj 2 , 2" GALVANIZED, CAPPED O POST, PAINTED BLACK, CORED ` INTO PLACE SLOPE T OF CONCRETE GROUND/PAVNG 4 a 4 ° 3500 P.S.. P,C. CONCRETE / � 4 4 / / / 9 ° 3' b ° 9 (y 4 j 4 4. ACCESSIBLE PARKING SIGN U Z Z 6 Q O L \0 �N U > d c' o o' co Q c b Ln O C) I (� I N �� �GO y cc) x CD O` = Z 0 � Q C 0 W W ^^ U- 4011 ti" IF r � . —�' ?�• Q O _� .� z cpo c) , a rs Os Q 7 M ae ®0e V Z 0 -J U m � J W Q ui 0 w �U W Q r �> U ,Oao m�> oQ�� W _ co co Z 4 0 Z W ca >�_� O O 0 DL J o00 U cy oc Q Q Qa Z �0 U CI a Q W a DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C6 OF 35 SHEETS EDGE OF PAVEMENT OF FACE OF CURB REVISIONS I BYl OR-a t1 LOOD w ttEnlliD PQ� AND ATTACH NNTN 1�" DOLT L 2' -0" MAX. EDK K KADm lBiOtL� EDOE or amcuu Ell OESRALE MAXMAW I WK W TRAVEL LAME PLAN MOE OF TRAVEL LANE 1 -K MI 011T OONSTAKT IELAT111E TO ROADWAY AlEMM W-KAM 111�T END AIDHOITAK _W P R1 JDE - !EE ND 7, 2 • 4 A I LESS THAN 500 VPD !RE NI�WIResi J a 4 �� Cif T D"ai E'mi I U U S D d d d J J 1 d J - -�- 11 11 h 11 AEI B� SEE NOTE 2 Cis tI " `"" ( Cal (a) 141 ELEVATION N OEM E"E' 1 _ tCOM RAIL a RE WHEIE THE CETWEEN 14 T OP DITCH LMEI M All OfTOO�N. tN:TAL A SiEE6OI 10 2. MAiMMaN OaTANCE BOTTOM OF TIE LOOM WKAN RAIL AND 6NG�D LNL a i1 OOYILE STANDA ■ IX&S STEEL OR THE t oT cEFRDM tIIE Ir�IUILS MNUTAN =. 101OIT A axa NM MST ATT •eAM L PINT W/ Elar 3 TAPER an La � _ RALS� • � 4. =W �MIWRA 3 � JtE 5. N N 234" t I• IMMM POST 446 RAL W aF P ��7i" EIOIT L MAI ON : TR[ATM OAT MA�RT a -0" 7 �- E SHOULDER I SINDIILOER 4 11 WP MAX L Y � POST! NE IMalHERltNKlUl NOTED. 1 1 II � TARE LAST 5 1-L Aq 00 AiICIl011AAL 7. OLTAR.! � KC MX I 1 SO I I LA� TR M NAL IMNFON V R "IFF WAIT MN:T/Llm WRN w[R[ L I L 1 tJ/P6�IO RRALti M TIt no �TI� 1 SECTION t TgN r NO A -A SECTION B -8 0. SE A�Nblol LIX'[1[� PER %& q1T M2MIAA NOW fl. SHEET IOF 2 b OR-i POST SPAONO SEE END DETAIL E c SHEET 501Lt0 WILL 4 �T ♦ rYP. I 1 LI SECTION C -C TERMINAL TREATMENT FOR W BEAM GUARDRAIL REV. 2/06 VMIOMMA OEPARTM D(T OF TRANSPORTATION 601 sSt/11' = so 221 STEEL POST B'-0" L0. A L 3 BM OR SEE NOTE 1 a_¢ x r-0" Lo �/. >E[ NOT[ i � 30" x is" • � AL pj p1A �p / p r DIA HM y� e" a• r-0" ANN ATTACHED Tt WITH TO 7 x„ mok TO !E[ OCTAL T(I�MN/� `E M E llb l y . D SAL 0 0� FLAMM. A 4 00NNECT NUT I f/� D MI Mart � 1 - .6 I -T HOOPS r am "" X 1 fEE NOT[ 1 t1" - i ED TM POST I I r OM IIDIE 1 1 1 I AT TO PLAT E I I I 0 FFF""" DE TAL C WAMI iIuTso DETAIL �Erm1 D DETAIL 8 ENO ANOHOMOQ RXIMCIETED As END AtaaltAOEN END MIp1DRAloE OW) `% K" „ w11Yi 1� N0. OUARWJL W NEW Rpp( C " !ya Twoom CONNECTOR N b4 L - ffl,-W Is C�r � us� S I I 4 " FOR MAt oR r HOLE 6 'LENGTH �» FOR SHAL[ OR OTiNLR SOFT T DETAIL E Ron iNNr1 %j . DETAIL F SOLID ROCK CUT INSTALLATION 2• 2'-4 14" LOiR LONG X KOQIOtR Will X To I 1 �A�xPeST f x T ru �L T TTAR I DETAIL 0 Pmt M s THE r W-o" AL A W T1MOt SM PLATE L J I � ♦ 1 a'-o- I 1 ATTACH LOWER 1 1 L !� ST PPLA PLA TO POOT USE TO[ OF I I W ,O " I I LL� FEX BOLT DI i P A SLR poll IL pL ACE v frm POar AT s o• a N I I ' I - - 4 9 I - II LI LI PAVED DITCH DETAIL SECTION D -D SECTION E -E color TERMOOL TREATMENT FOR W BEAM GUARDRAIL 20 VIIONA DEPARTMENT OF TNAPOVMATION REJA WP -2 I I 1� A 1 >a STREET MIPROACM SAME 9uIFUCING SHOWN ON t N All p C C AS MAKSE n ROADWAY (SM NOTE 11 1 1 - - - - - - - - C RNXUS TO K ASS Rl�pyjl TION SHOWN ON PLANS1 CC- NOTE 7) tSEE NOTE 21 I i �OPTtDNAt " EXPA NOTEr WIDTH -B" 2' -O OR AS w MA'LNE ROADWAY SHOWN ON TYPICAL. SECTION. A.al PLAN VIEW MAiLNE ROADWAY SLOPE V PARASOLIC CLOW � ppEpF ax MAX. OPTIONAL FIORr " L o m a! MANL I E ROADWAY .= = 1 .' r OESRALE MAXMAW I I MORE THAW 7500 VPD 0 x 3X 1 5' MN.-I COMMERCIAL ENiWA CONSTRUCT GRADE dWXM WITH A PMAaOLIC CURVE, SECTION A - A AM .. � {MCDOENCSIiETE , . ►, SECTION C -C GENERAL NOTES L WHEN 00-1115 USED FOR STREET COINEE Tt016� W ITH CONNECTION �MUUST SE OE90<D 0 IOC AoFASItNTO VOOT II01� D1� �s 01117ANCE IECIAIEIENTS. 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE TIE Tu RE Tr1 OF ANTICPATED_ HEAVY TRUCK VATHM1 tHCH�OF E RADISHOULD BE m RAINPS gNCREA D TO 7 3. OR WHEN Co- -THE ICU F ACEF E ON TH8 STANDARD 6 TO K& D TO MATCH THE MCUNTAYLE CUM 4. SEE STMOMD CG -72 FOR CUM RAP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FU]RNLSE MAY IEOtIRE WMPNO OF A PORTiON OF GLUT1EIt TO P7lECUDE POIdNr of WATER. ENTRANCE T O INDICATE S. 1�1E IS QUNEO V PO6ITNE�ORAMIAO� A FLOW E At05 THE ENTRAR.E. 7 pR/ N �pW� & ANY ST RATION THE OYTTED IN THE AN PA WMCH CAN BE S. RADIAL CURB 00 COMBINATION CURB AM GUTTER EXCEPT CEP FT FOR K CONS TRUCTED REPLACEMENT PPURPOS��1S..�T11E R/W LltlE S ' "0' THEE MAW ALLO111/iR.E ETITRAN OP-W TAiILE, V L LOorWE T�II�OrNL�SALUES ARE NOT APPLICABLE TO STREET AL LOWABL E ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE D tAMW OESRALE MAXMAW HON I MORE THAW 7500 VPD 0 x 3X MEDIUM 600 =1600 vPD sax 6 X LOW I LESS THAN 500 VPD f 6 x B x NOTE+ ALO E OT STREET C �� � - METHOD OF TREAT111ENT- CONIIECTKM FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV /0 VON" DEPMTYENT or TRANBPOITTATIDN GR -2.2A 3' - Naw_ 3'-iI/2" 1 3- -11Ar1 1 3' -Haw '- " a'• II II II II II II 11 II II II II II II II II II Li ii LJ u L J L� N F oOff TOLIMAN12 LJ Li v GR -2A IGR -2 (3' - MOT SPACING) 01 SPACMI MAR DYNAUSC DEFLECTION • 2' MAX nrNMMC DEFLECTION - 3' H CRT POST NOTES+ Y LOCH SHOWN p ON�PLANS AN Al"kO TION M ri1RCC FOR DETAILS OF POST AND OLOCNOM SEE OUT 1110.50145. 1110.50145. PPoll , - llP Puv ' 2 TAO H AIE !EE W T IN . sotot AMO RIE A AtE FtNWwMED CHOP CANED FOR RADA BET FEET n 160 FEET. la w? MV VARIA MM� SET aw ALL OR- AiID QUW M T OFF TIE r�AYEI©IT tiL�aR VDIGtR.M M�EL JAM ROADtIAaECT10N OF *0T t OF 2 SPECM1CATt01l " °°RE " °E STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 5oa VMlOM O[PARTIAJNT OF TRANSPORTATION K04 5D7.o4 DIM�NSroNa TOLER , (AS DETERMINED N FIE TACK �OAT THE PROPOSED CONS TION EM POW ASPHALT LAYERS PROPOSED ASPHALT LAYERS -------- ------ -- ----- EXISTING SASE P ROPOSED E COMPACTED SUBUtMX CONSTRUCTION JOINT DETAIL ® REMOVE E=TNG ASPHALT LAYERS TO EX OT'/NG SLWM NO REPLACE WITH PROPOSED ASPHALT WI EiW LAYERS ® PROP08E0 IM UuM 1 INCH THICK ASPIULT SURFACE COURSE (SEE NOTE 5) s MMMIUY t2 NC IEg, OR GREATER AS NECESSMY TO ANUT THE FILL TMC KWSS OF EXISTING. ASPHALT LAYERS AS DETE91117D 8Y CORES (SEE NOTE 3) NOTES( L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDUFIETT AND K APPROVED BY THE ENGINEER. 2. THE PANT DESIGN FOR ASPHALT PAVEMENNT W[1Er11G SN MEET OR 1710EE0 DEPTHS AID TYPES OF TiE LAVERS OF pt1STNG PAVEMENT. SUBSIAF dIAl11A0E OF THIS EXISTING AD PROPOSED PA SHALL K ADDRESSED TIE N THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE COZIES SMALL K TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AiD TH004ESS OF EXISTN6 PAVEMENT LAYERS. THESE CORES SMALL K SPACED NO MORE THAN 500 FEET APART. 4, T►E ADJACENT TRAVEL LADE SHALL BE BLED A MMiANM DEPTH OF 1y� ACMES ANO REPLACED WRM NMI ASPHALT SURFACE COURSE To MATCH THE PROP05ED PAVEMENT WIt1EM1Nti SURFAt3 COURSE. UNLESS WANED BY TFE EPIGSEER. S. THE ENOI EER MAY MEOURE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO K ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE AND EFFECTIVE SURFACE DRANAOE. 6. EXISTNG PAVEMENT MA IQNGS AND MARKERS WITM THE PROJECT LIMITS DOLL K RESTORED SUBJECT TO THE APPROVAL OF THE ENOMM. 7 AT TIE-IN LOCATIONS P T X - IN ATIONS SHAL K TESTEDD LOM A V TO FOOT STTRAGH bmW TEDK IN ACCOICE WITH THE RE17uNE1ENTS OF SECTICIN�TO7lo1 OF THE TS SPECIFICATIONS. V °Or PAVEMENT WIDENING SPECIFrATION ROAD MO MKOE STMDAROB SHEET H OF 1 T IIENlION DATE 315 303.02 VIRGINIA DEPA niM OF TRANSPORTATION a1a" - 7"IN�4 "1 I BOL o I 4# T'ae•sr- � 9-3 QA. WINE t K LAPPDD 0" SPACNIIO TOP -V TT C-C b or POST r � AT qr � � FAl v t+�/. �A1LLL CCO N[RS. h � SHALL CONCRETE POST PM�ic E�ILOC « oTATED RECYCLED MA 4 TERIAL w T ><, Ic i "rr-2 f f� TRCNG OUARMAi HOC aA M DETAL A To a •' GUARDRAIL INSTALLATION SITES REW.NRING LONGER STEEL POST GUARDRAIL POSTS AM BOL �� NOTES Hy�y e L 87M RUN AE To A OTC T a B a.. TYPE OF .((,, 2. MITLR�GW O � G PII WI - � BOLT _ �' pObT /Up tier ptiT T t USED N TMT THE s1/• BOLT ISiOIE Ilul OpF� SPLACE 6`rC" -2» lYr" MOLE «.2» �." �j 3. F JO�pT�'IME,� rT N06 O BLOCK ONDMI011 NAIL "^ fop "V. STEEL ADD ° 4. THE �Ot02. 1A� AND MEDIAN BANNER pEC CLEp SEE NOTE S. �' Tpa� IOn O DEPICTED N ART &A TEp MIITEIOAL _ __ E 1111 INKIt W IN � ST��TUTFFOOR "Rol L tOlq OR MM MAN SAMER OM ;0_ /YQ T MD ARNOVEO OR TK NOW. p� SOUTHERN PIE + SOUTHERN PIE b 5. ti ppp Olt J T R KOUT AFTER lis ��attOLT M �a N3TALLEO. Or r 0 RUN-OFF fIWD�YOiL TO SS A sTZD d�1-A 8x9 WOOD POST ROUND WOOD POST TERMINAL AnNtOrf Is USED. STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM)' POST AND BLOCKOUT DETAILS 1 Jill VOMA DEPARTMENT OF TRANSPORTATION 505 51 I C DETAILS (v V y MA 1-- I U FLATTER a ll f TOE OF DITCH SLOPE To WON LSE BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN Altxmarfe County Engineering Final Plan General Notes Page t of 4 ALBEM.ARLE COUNTY FiNAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of 'Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall he provided in accordance with the approved erosion control plan and shall be installed prior to any clearing. grading or other construction. 4_ All slopes and disturbed areas are to be fertilized. seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify' the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CSR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge Albemarle County E•nginming Final Plan General Notes Page 2 of 4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. S. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null mid void. 9. All signs or other regulatory devices shall conForTn with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering ffi Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -I or CD -2 cross - drains under to be installed under the subbase mawial at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure and with a YDOT or County inspector present. General constroetion notes for Erosion and Sediment Control plluas 1. Tine plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. •Mben;arie County E'naiwering Final Plan General Notes Page 3 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10 All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 13. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. Ali inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle, 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:004m to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical dainage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any tut, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye. or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/10005f. incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at I000lbs/acre and consist of a 10 -20-10 nutrient mix. Permanent seeding shall be applied at i 80lbs/acre and consist of 95% Kentucky 31 or Tali Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sil Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned acrd repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within I year of the date Of approval. (Water Protection Ordinance Section 17 - 204G) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance Section 17 -2078) Albemarle County EngineerinK Final Plant Ger4rar NoIrs Page 4 of 4 General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to he converted to permanent stermwater management facilities, conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ACTUAL KCT [ [46 BALL. STYLE POST CAP (OPTIONAL AT AMPON9 COST) 92i BEN p�sTs 1 CI AT Tf%n nW-6FCT/C 1fYb D� Pf.AaV PAST CAP, IYP. SPACING, D?. END BRA CKET, TYI°'. 1AX11 HD RAJA.., TYP. SCREWS, TYP. r2 U Z Q) 0 Q 0 U �� N a Q o co oU I cn c� C � ZZ N � � "q C) s( 3 CO >< N ON .> o �o Q C o J W W UJ Qt U- rN4G��SA O� 0 �: s o 'U- ♦ c) o ♦ rs: - o ♦ 6 Oo 4P E� a Ak 0 000#0 V Z 0 M Q 10 W 0 �U Of Olt W Q 5 0 co W � � �QCD� W U cn Z NL z W WQ�� �- > 0 0 lu oc� 0 2 U ~ DL � � Q� Q to _ ofON U R" Q Q 1 ^ W 1__!L DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SI-EET C 7 OF 35 SWEETS TR[AT[D PINE LocATloNS �� 5 O I 11 OPT tl, f� TRCNG OUARMAi HOC aA M DETAL A To a •' GUARDRAIL INSTALLATION SITES REW.NRING LONGER STEEL POST GUARDRAIL POSTS AM BOL �� NOTES Hy�y e L 87M RUN AE To A OTC T a B a.. TYPE OF .((,, 2. MITLR�GW O � G PII WI - � BOLT _ �' pObT /Up tier ptiT T t USED N TMT THE s1/• BOLT ISiOIE Ilul OpF� SPLACE 6`rC" -2» lYr" MOLE «.2» �." �j 3. F JO�pT�'IME,� rT N06 O BLOCK ONDMI011 NAIL "^ fop "V. STEEL ADD ° 4. THE �Ot02. 1A� AND MEDIAN BANNER pEC CLEp SEE NOTE S. �' Tpa� IOn O DEPICTED N ART &A TEp MIITEIOAL _ __ E 1111 INKIt W IN � ST��TUTFFOOR "Rol L tOlq OR MM MAN SAMER OM ;0_ /YQ T MD ARNOVEO OR TK NOW. p� SOUTHERN PIE + SOUTHERN PIE b 5. ti ppp Olt J T R KOUT AFTER lis ��attOLT M �a N3TALLEO. Or r 0 RUN-OFF fIWD�YOiL TO SS A sTZD d�1-A 8x9 WOOD POST ROUND WOOD POST TERMINAL AnNtOrf Is USED. STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM)' POST AND BLOCKOUT DETAILS 1 Jill VOMA DEPARTMENT OF TRANSPORTATION 505 51 I C DETAILS (v V y MA 1-- I U FLATTER a ll f TOE OF DITCH SLOPE To WON LSE BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN Altxmarfe County Engineering Final Plan General Notes Page t of 4 ALBEM.ARLE COUNTY FiNAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of 'Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall he provided in accordance with the approved erosion control plan and shall be installed prior to any clearing. grading or other construction. 4_ All slopes and disturbed areas are to be fertilized. seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify' the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CSR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge Albemarle County E•nginming Final Plan General Notes Page 2 of 4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. S. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null mid void. 9. All signs or other regulatory devices shall conForTn with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering ffi Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -I or CD -2 cross - drains under to be installed under the subbase mawial at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure and with a YDOT or County inspector present. General constroetion notes for Erosion and Sediment Control plluas 1. Tine plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. •Mben;arie County E'naiwering Final Plan General Notes Page 3 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10 All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 13. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. Ali inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle, 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:004m to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical dainage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any tut, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye. or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/10005f. incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at I000lbs/acre and consist of a 10 -20-10 nutrient mix. Permanent seeding shall be applied at i 80lbs/acre and consist of 95% Kentucky 31 or Tali Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sil Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned acrd repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within I year of the date Of approval. (Water Protection Ordinance Section 17 - 204G) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance Section 17 -2078) Albemarle County EngineerinK Final Plant Ger4rar NoIrs Page 4 of 4 General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to he converted to permanent stermwater management facilities, conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ACTUAL KCT [ [46 BALL. STYLE POST CAP (OPTIONAL AT AMPON9 COST) 92i BEN p�sTs 1 CI AT Tf%n nW-6FCT/C 1fYb D� Pf.AaV PAST CAP, IYP. SPACING, D?. END BRA CKET, TYI°'. 1AX11 HD RAJA.., TYP. SCREWS, TYP. r2 U Z Q) 0 Q 0 U �� N a Q o co oU I cn c� C � ZZ N � � "q C) s( 3 CO >< N ON .> o �o Q C o J W W UJ Qt U- rN4G��SA O� 0 �: s o 'U- ♦ c) o ♦ rs: - o ♦ 6 Oo 4P E� a Ak 0 000#0 V Z 0 M Q 10 W 0 �U Of Olt W Q 5 0 co W � � �QCD� W U cn Z NL z W WQ�� �- > 0 0 lu oc� 0 2 U ~ DL � � Q� Q to _ ofON U R" Q Q 1 ^ W 1__!L DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SI-EET C 7 OF 35 SWEETS GOODWILL\ ' " '%, I I u TIRED - - UW MAILBOX v W ___ - - -- uw---- - - - - -- - - - - -- APPROXIMATE LOCATION 0 GAS LINE OE - TRAFFIC BOX CONC StIDEWALK - - APPROXIMATE LOCATION OF 8' DIP _- --I- -- -- ---- r ROUTE 250 - RICHMOND ROAD,;; _(90 R /W) - RELOCATE APPROXIMATE i } EXIS FIR _ LOCATION OF 6" _ _ _ _ _ _ _ _ _ _ - - - - - - HYDRANT OCATION OF ANT AND 575'± TO ��(O7 GA S APPROXIMATE GATE VALVE RIVERBEND DRIVE LINE 90 PSI - 8" DIP 1 I uw -- - uw - - - -- uw - -- / w uw UG G UG UG UG UG -j r`�� �Mw UC9J 54 °I -UG- I mN',`'oo I ov I �L'L'�� I II WZDC I I MH -14 II l ia > III o -v M YO]Q � II I Z III ml I` a �� >w Q1: NM�0M I II III \ \Z � m���� U) (h II I H I OUW� III ' 55 - 14 � UG I w UG CONC SIDEWALK UG U - - - - - - - - - - - III II Z III \\ N \° IJ PANTOPS PARK LLC IIIII I I z U III \ II 00 \ � 6 W RELOCATED FIRE S4S v I - - - - -- I � m III ► MD -14 GAS METER - -- _ - - - - -- - 8 "X6" TAPPING � \ HYDRANT AND GATE MH -14 I ti III ° �u ►I II II ;IIII I SLEEVE AND I Q �I LLJ POC I VALVE \ \ VALVES RELOCATED - mi w MELOw � POLE "W 0 GaouND) 2 M I 00 Q. 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WD4 1 OVERHE " I I SMART DIGGING MEANS CALLI MP NG ' II N �+ ELECTRIC PARCEL# 07800 00 00 015 811 BEFORE EACH JOB. �i5Q,. I I \\ 1 LINE - N /F I I \\ WHETHER YOU ARE A j ASTAR ASB VA2 LLC HOMEOWNER OR A /E x ,,�. D.B. 2793 -81 I \\ PROFESSIONAL EXCAVATOR, ON 1 I ZONING: I I \\ CALL TO 811 GETS YOUR II c OVERRAN \\ 1 FIRE DEPT, HIGHWAY COMMERCIAL UNDERGROUND UTILITY LINES CONNECTION 77.2 1.769 AC I \\ MARKED FOR FREE. FF 404.94 ' VETER I I GAS ILDING RELOCATE(" J METER Bu W I WD4 A POLE 0 MH-141 00 Jf a_ = II CONC FF 390.46 B I NOTE I I ONCE THE SANITARY SEWER IS RELOCATED, THE LINE W co FROM MANHOLE ul TO 3 WILL O GREAS I BE PRIVATELY OWNED BY TRAP OVERHANG CROWN BMW. HEIGHT- 18.8' 3 � II I WD4 II MH -14 r II sI ` RETAINING PILLAR /C SHED g ay � WALL RELOCATE I EXISTING n II LIGHT POLE III I / ABANDON EXISTING ASPHALT I PARKING DEMOLITION SEWER (RE: I II �h DEMOLITION PLAN) E CID '° 552 - I - -- TEMP. MH -14 - s3- ernL - - - - - - - �•�7l"��7t �St7(x xx x xx z xx x xx x - 3 + Ss ss ss r - - - - - -- l-VT ss RIM: 79.76 ScJ 2 I IE IN: 371.26 a - IE OUT 371.06 - RETAINING �+ Utility Notes: I WALL + I. All sewer construction shall be in accordance with the Standards and Specifications of the Albemarle County Service Authority. TEMPORARY 25' 25' L O 10 WORK / SEWER wise noted. CO EASEMENT EASEMENT 2• Water lines shall be installed with a minimum of 36" of cover unless other II wat (PERMANENT) construction shall be in accordance with the Standards and Specifications of the Albemarle County / (PE Service Authority. - 3. All on -site water lines shall be Ductile Iron pipe (DIP) per AWWA /ANSI CI51 91/A21.51 - 91 and sha be manufactured by Griffin Pipe Produc in accordance with AWWA /ANSI C104 90/A21.4 90> e or ua curre l r / DIP shall have a cement mortar 9 revision. type or resilient seated, � a / 4. Gate valves larger than 2" shall be double disk / 25' SANITARY etc. SEWER EASEMENT 5. Thrus bIOCkS Shall b@ placed at all bends tee hydrants, changes of dir ection, 250' D.B. 1371 PG. 329 6. Sewer lines shall be either polyvinyl chloride (PVC) per ASTM D- 3034 - 89 PSM SDR 35 or Ductile Iron Pipe (DIP) per AWWA /ANSI CI51/A21.51 -02 Class 50, 51 or 52 as conditions require. C existing manholes shall be raised as necessary to be flush with proposed pavement © 7. Tops of e 9 PARCEL# 07800 00 00 015CO elevations with water tight lids. / N/F 545 / ALBEMARLE COUNTY SERVICE AUTHORITY 8 T he COntfGCtOf Shall InCIUdB in the contract price all material and labor associated with testing D.B. 1240 -287 MH -14 J / ZONING: Of the water and sewer lines. / HIGHWAY COMMERCIAL - � 9. Information concerning underground utilities was obtained from available records and field location s when possible, but the contractor must determine the exact location by digging test pits by hand / clearances are less than specified on the at all utility crossings well in advance of trenching. If SG / SSMH plan or 12 ", whichever is less, contact the design engineer prior to proceeding with construction. _ RIM: 387.44 ertifications required by codes and /or utility ` IE IN: 370.84 10. All necessary inspections and /or c service compante� ssion and /or final connection of services. IE OUT: 370.64 shall be performed prior to announced building posse f the Albemarle County Service Authority 10 days prior to A o4G�N1 A OE of . uw (0 r* V SITE 0' RELOCATE EXISTING FIRE RELOCATE O - - - � XISTING HYDRANT E - - - - - - -- - - -- -- -- - - - - -- - - -- - 12EI:0CAT�----- EXISTIICIG- EXISTING ELECTRIC POLE - --- PQLE - - - -- --P-GLEE - - - - - -- UG LIG UG - UW UW - -UG ; - UG UG - LIG •� - - - - - - - - - t Kogifla I t 0 011111111111iiiiiii 1 h� 1 y' CSI 4 1 �, I � RELOCATED I ASPHALT - - - - - - - PARKING POLE -- 30' E K LINE ; ------------------ 1 , j o r I II I 3 O ASPHALT PARKING E WV - LOCATION MAP (NTS) I" RELOCATED I ELECTRIC I POLE - °1 I I I I I I ALWAYS c =G D 1 � RELOCAT = - - I 1 EXISTING I FOR FINES AND REPAIR COSTS. WD4 1 OVERHE " I I SMART DIGGING MEANS CALLI MP NG ' II N �+ ELECTRIC PARCEL# 07800 00 00 015 811 BEFORE EACH JOB. �i5Q,. I I \\ 1 LINE - N /F I I \\ WHETHER YOU ARE A j ASTAR ASB VA2 LLC HOMEOWNER OR A /E x ,,�. D.B. 2793 -81 I \\ PROFESSIONAL EXCAVATOR, ON 1 I ZONING: I I \\ CALL TO 811 GETS YOUR II c OVERRAN \\ 1 FIRE DEPT, HIGHWAY COMMERCIAL UNDERGROUND UTILITY LINES CONNECTION 77.2 1.769 AC I \\ MARKED FOR FREE. FF 404.94 ' VETER I I GAS ILDING RELOCATE(" J METER Bu W I WD4 A POLE 0 MH-141 00 Jf a_ = II CONC FF 390.46 B I NOTE I I ONCE THE SANITARY SEWER IS RELOCATED, THE LINE W co FROM MANHOLE ul TO 3 WILL O GREAS I BE PRIVATELY OWNED BY TRAP OVERHANG CROWN BMW. HEIGHT- 18.8' 3 � II I WD4 II MH -14 r II sI ` RETAINING PILLAR /C SHED g ay � WALL RELOCATE I EXISTING n II LIGHT POLE III I / ABANDON EXISTING ASPHALT I PARKING DEMOLITION SEWER (RE: I II �h DEMOLITION PLAN) E CID '° 552 - I - -- TEMP. MH -14 - s3- ernL - - - - - - - �•�7l"��7t �St7(x xx x xx z xx x xx x - 3 + Ss ss ss r - - - - - -- l-VT ss RIM: 79.76 ScJ 2 I IE IN: 371.26 a - IE OUT 371.06 - RETAINING �+ Utility Notes: I WALL + I. All sewer construction shall be in accordance with the Standards and Specifications of the Albemarle County Service Authority. TEMPORARY 25' 25' L O 10 WORK / SEWER wise noted. CO EASEMENT EASEMENT 2• Water lines shall be installed with a minimum of 36" of cover unless other II wat (PERMANENT) construction shall be in accordance with the Standards and Specifications of the Albemarle County / (PE Service Authority. - 3. All on -site water lines shall be Ductile Iron pipe (DIP) per AWWA /ANSI CI51 91/A21.51 - 91 and sha be manufactured by Griffin Pipe Produc in accordance with AWWA /ANSI C104 90/A21.4 90> e or ua curre l r / DIP shall have a cement mortar 9 revision. type or resilient seated, � a / 4. Gate valves larger than 2" shall be double disk / 25' SANITARY etc. SEWER EASEMENT 5. Thrus bIOCkS Shall b@ placed at all bends tee hydrants, changes of dir ection, 250' D.B. 1371 PG. 329 6. Sewer lines shall be either polyvinyl chloride (PVC) per ASTM D- 3034 - 89 PSM SDR 35 or Ductile Iron Pipe (DIP) per AWWA /ANSI CI51/A21.51 -02 Class 50, 51 or 52 as conditions require. C existing manholes shall be raised as necessary to be flush with proposed pavement © 7. Tops of e 9 PARCEL# 07800 00 00 015CO elevations with water tight lids. / N/F 545 / ALBEMARLE COUNTY SERVICE AUTHORITY 8 T he COntfGCtOf Shall InCIUdB in the contract price all material and labor associated with testing D.B. 1240 -287 MH -14 J / ZONING: Of the water and sewer lines. / HIGHWAY COMMERCIAL - � 9. Information concerning underground utilities was obtained from available records and field location s when possible, but the contractor must determine the exact location by digging test pits by hand / clearances are less than specified on the at all utility crossings well in advance of trenching. If SG / SSMH plan or 12 ", whichever is less, contact the design engineer prior to proceeding with construction. _ RIM: 387.44 ertifications required by codes and /or utility ` IE IN: 370.84 10. All necessary inspections and /or c service compante� ssion and /or final connection of services. IE OUT: 370.64 shall be performed prior to announced building posse f the Albemarle County Service Authority 10 days prior to A Contractor is responsible for note ytng beginning any work. II. A minimum of 10 feet horizontal separation must be maintained between water and sewer lines 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 nfpo standard 24. CAUTION NOTICE TO CONTQACTOQ 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 PLAN CALL THE ON AS BEING EXACT OR COMPLETE. E 8 BEFORE EXCAVATION U TILITY APPROPRIATE UTILITY COMPANY A T LEAS �Q TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONS `a 11 1 IBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN EXISTING UTILITIES BEING EXTENDED INTO THE SITE SH/ REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. RESPONSIBLE TO COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. ON THE PLANS. kLL MEET ALL THE o 30 60 THE CONTRACTOR IS SPECIFICATIONS AND SCALE r - 30. 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 U z z Q 2 IL LL D Q z a J W W at IL o4G�N1 A b�O'pi r O °'r' (0 Q a > 0 Q •�' 0 _0 0 a0 C) 00 t L cn o > > zz Z) N(n �00 / cn 2 �0 > I // T_ C ) W .- Z� -fN 00 LLJ 00 mi w Contractor is responsible for note ytng beginning any work. II. A minimum of 10 feet horizontal separation must be maintained between water and sewer lines 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 nfpo standard 24. CAUTION NOTICE TO CONTQACTOQ 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 PLAN CALL THE ON AS BEING EXACT OR COMPLETE. E 8 BEFORE EXCAVATION U TILITY APPROPRIATE UTILITY COMPANY A T LEAS �Q TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONS `a 11 1 IBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN EXISTING UTILITIES BEING EXTENDED INTO THE SITE SH/ REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. RESPONSIBLE TO COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. ON THE PLANS. kLL MEET ALL THE o 30 60 THE CONTRACTOR IS SPECIFICATIONS AND SCALE r - 30. 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 U z z Q 2 IL LL D Q z a J W W at IL V Z Q U D J Q J W 0 w �UW cf) > J U 00 > OL Q z W 9 �o 3: r ' - ! j a T v 0 0 0 2 U QIL 0 Q Q Q Z A U�C4 _j W Q W Q1 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SHMT C a OF 35 SWEETS o4G�N1 A b�O'pi r O �® Q a > 0 Q •�' 0 _0 0 a0 C) 00 t L C� CV Z) N(n �00 CO x N 2 �0 > V C ) W V Z Q U D J Q J W 0 w �UW cf) > J U 00 > OL Q z W 9 �o 3: r ' - ! j a T v 0 0 0 2 U QIL 0 Q Q Q Z A U�C4 _j W Q W Q1 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SHMT C a OF 35 SWEETS o4G�N1 A b�O'pi r ■ �® a zo •�' 0 c Op •,, �� ®® Pe® V Z Q U D J Q J W 0 w �UW cf) > J U 00 > OL Q z W 9 �o 3: r ' - ! j a T v 0 0 0 2 U QIL 0 Q Q Q Z A U�C4 _j W Q W Q1 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SHMT C a OF 35 SWEETS f*x 390 380 _ EXIS 8 "SS _ INV 370 IN EXIS 8 "SE 360 350 , � n n n n . _ OF 4 "SS 04% SLOPE O 390 380 370 360 350 W 1 z 390 CONSTRUCT NEW MANHOLE ON EXISTING 8 "SS - 370 EXISTING 8 "SS INV IN- 371.26 EXISTING 8 "SS o� CONSTRUCT + NEW MANHOLE ON EXISTING 8 "SS 390 / / (�- EXISTING 8 "SS r R \O ('n C C i e 360 u 81 LF OF 8 "SS 0 6.5% SLOPE RELOCATED SEWEQ II A le 370 360 PROFILE , TOP OF MANHOLE AND INVERT ELEVATION INFORMATION HAVE BEEN OBTAINED FROM PLANS PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). NOTE! CONTRACTOR TO VERIFY EXISTING TOPOGRAPHY AND INVERT ELEVATIONS OF EXISTING SANITARY SEWER LINE BEFORE BEGINING SEWER RELOCATION WORK. IF ANY DISCREPANCIES ARE FOUND, CONTRACTOR SHALL IMMEDIATELY NOTIFY F12EELAND AND KAUFFMAN, INC. CLEAN EX)STNG BENCH AND CONSTRUCT NEW BENCH AND CHAN ON TOP EXISTING MANHOLE APPROVED PPFJVAU.T GASKET ,1 Pay TOP a• EMTNG 80cw PROPOSED SANITARY i 6' MPL BEDDING AROUND PPE (TYP.) Mr Mr TING SEweR WE eAa�II.L r AROUND Wi 257 STONE NOTES - L PRIOR TO CONNECTING TO EXISTING MANHOLE. AN INSPECTION WLL BE PERrOR"W BY THE COJVTY TO DETERMW WI -ETWER THE EXISTING MANHO).ES REQURE ANY REWABLITATIONS I NVERT OF PROPOSED SANITARY TO SE CHANNELED AS PER STANDARD DETAILS. 3 NEW Opo" SHALL BE CORED. EXISTING MANHOLE CONNECTION (N.T.S.) SCALE: HORIZONTAL SCALE-. I" - 30' VERTICAL SCALE: I" = 3' UTILITY PROFILES U z Z � Q O U Q) 11 � N LL > p LCD D �Q Oa,cp Q a) o 11 Tj u) C N� �� 'q00 C0 x C)\ ai -0 0 �o Q J i � ) C W Lu Qi LIL � N ~ + � 0 � as °' • ¢ = fll Z� P 41 7 �w V z J J m Q Q o z� W o 3:U < W � � > � ao OD CD W z Wo o f • T I--- ; a = v O ~ O 2 O A QL Q Q _ A ()\ U R" � Q Q W cy- DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHMT C9A OF 35 SETS OF 75 LF OF 77 LF OF 75 LF OF 62 LF OF 55 LF OF 53 LF OF 75 LF Ur ' j,4 Lr `" �" " 36 LF 4 "DIP O 5 DIP 02� 4 "DIP 03.89 4 "SS 08.67 4 "SS 07.61% 4 "SS 02% 4 "SS O4.94% 4 "SS 02% 4 "SS 02% 4 "SS 02`b SLOPE SLOPE SLOPS SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE NOTE: MAINTAIN 3' W MINIMUM COVER 0 OVER CENTER Q 2 LINE OF PIPE O[ EXISTING/ PROPOSED GRADE OF , D r C CV + (n u ~ 'Z 0 u 81 LF OF 8 "SS 0 6.5% SLOPE RELOCATED SEWEQ II A le 370 360 PROFILE , TOP OF MANHOLE AND INVERT ELEVATION INFORMATION HAVE BEEN OBTAINED FROM PLANS PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). NOTE! CONTRACTOR TO VERIFY EXISTING TOPOGRAPHY AND INVERT ELEVATIONS OF EXISTING SANITARY SEWER LINE BEFORE BEGINING SEWER RELOCATION WORK. IF ANY DISCREPANCIES ARE FOUND, CONTRACTOR SHALL IMMEDIATELY NOTIFY F12EELAND AND KAUFFMAN, INC. CLEAN EX)STNG BENCH AND CONSTRUCT NEW BENCH AND CHAN ON TOP EXISTING MANHOLE APPROVED PPFJVAU.T GASKET ,1 Pay TOP a• EMTNG 80cw PROPOSED SANITARY i 6' MPL BEDDING AROUND PPE (TYP.) Mr Mr TING SEweR WE eAa�II.L r AROUND Wi 257 STONE NOTES - L PRIOR TO CONNECTING TO EXISTING MANHOLE. AN INSPECTION WLL BE PERrOR"W BY THE COJVTY TO DETERMW WI -ETWER THE EXISTING MANHO).ES REQURE ANY REWABLITATIONS I NVERT OF PROPOSED SANITARY TO SE CHANNELED AS PER STANDARD DETAILS. 3 NEW Opo" SHALL BE CORED. EXISTING MANHOLE CONNECTION (N.T.S.) SCALE: HORIZONTAL SCALE-. I" - 30' VERTICAL SCALE: I" = 3' UTILITY PROFILES U z Z � Q O U Q) 11 � N LL > p LCD D �Q Oa,cp Q a) o 11 Tj u) C N� �� 'q00 C0 x C)\ ai -0 0 �o Q J i � ) C W Lu Qi LIL � N ~ + � 0 � as °' • ¢ = fll Z� P 41 7 �w V z J J m Q Q o z� W o 3:U < W � � > � ao OD CD W z Wo o f • T I--- ; a = v O ~ O 2 O A QL Q Q _ A ()\ U R" � Q Q W cy- DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHMT C9A OF 35 SETS OF 75 LF OF 77 LF OF 75 LF OF 62 LF OF 55 LF OF 53 LF OF 75 LF Ur ' j,4 Lr `" �" " 36 LF 4 "DIP O 5 DIP 02� 4 "DIP 03.89 4 "SS 08.67 4 "SS 07.61% 4 "SS 02% 4 "SS O4.94% 4 "SS 02% 4 "SS 02% 4 "SS 02`b SLOPE SLOPE SLOPS SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS .. _ ". !• SEWER PIPE DOGHOUSE OPENING SHALL ; ' ��. :" '' • i • MIN. 12" CLEARANCE BE PREFORMED BY :' BETWEEN EXISTING PIPE MANUFACTURER OR y - ' ' •. AND STONE BEDDING SAW CUT TO FIT PIPE ' ouTSIDE DIAMETER '� ! -•'. PLUS 6 ". • , , L 12" THICK VDOT T No. 68 STONE BEDDING 8'x8 "x16' AND 4 "x8 "x16" T SOLID CONCRETE BLOCKS 90 CENTER W /RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) 0.24 11111111111111111111111111111111 If If Ill 1111 it 11111 Ili I its 11 Ili it 11 Ill it ill 11 Ill I Ill 11 ill 111f Ill it 11111 11111111111 FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN 3 PSI N CRETE WITH /OR -SHRIINKNGJGROUT ON FIGURE S - 1 - A NON ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL t' -O" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON - CORROSIVE STRAPS. 1 ON EACH SIDE OF OPENING 12" MIN, CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW 1 I Ill II 111 l Ill If Ill 111111 oil 11 Ill 1111 Ill 11Ill 111111 Ill IIII11f If Ill 11111111111 Ill [[Ill fill 11111 of Ill fill IIII1 ill 111 I NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" I NSTALLATION N.T.S FIG. S -1 -A1 TD -22 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL IN111AL BACKFILL BEDDING B STONE + STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN P-04A SOIL UNDER --CUT CONDITION UNSTA SOIL INITIAL SACKFILL 4 11• I LA: t 168 STONE TONE STABLE SOIL OR ROCK , NQTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO .ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 1THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6* LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS e� � e hnp:/twww.acsmet.com/drawingsfrD-13jpg 8/25/2008 Ln £8 in v �U C . 4 cc rn = E sE 0 I ^ E °�° I a J r 4 n U v L r W)J ^Z0 � Om 0 \ rl E p O VOL. TEE AND PLUGS -- UY � vd of W IK Q � `� Y � E �• E all N • �, I, A cc r u 4E <Y cE dE� ip 1� N E N� oD W �o 6 ri o E �n u £ n • �E h9- u r u a�oE o� 1` ^ iz 0 n a E ( ° E }W� -0 • rD cc co tali TYPICAL MANHOLE FRAME & COV N.T.S FIG S -1 -D TD -25 Page I of 1 Top View 6" MINIMUM 7 e 4' qL 4.• f . • "- Minimum � effeof On oartpe. two farted Galvanized St" Blow% W12 x 14 (min. the) "J4 3' milt. psnetrotion into undisturbed $oil . or as approved by the Service Autharity. Side View I / 00 li 1. i� . { 1- , a If, e 'a 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. w3- http :// www •.aesanet.conVdrawings/TD -16. jpg 8/25/2008 i'a�e 1 rl I SEWER SERVICE LATERAL CONNECTION NOTES 1. WHIM A SEWER SERVICE LATERAL CtN+iNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERNCE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EJ11S71NG SEWER MAIN SHALL BE CONNECTED USMIG A PIPE SADDLE AS MANUFACTURED BY 'SEALT'ITE OR AN APPROVED EQUAL. 3 PER fCaO GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4- I 1 4.ALL SEWER LATERALS SHALL HAVE A MMIA1M DIAMETER Of 4 2� MIN 5-ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT -.-a ✓ TREATED FINISHED GROUND -- MARKER PLUG END OF - MAIN UNE SECTION SERVICE LATERAL 45'0'0" IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S hittp://www.ac&wlet.com/drawingsrTD-6jpg 8125/2008 e' ! WIDEN THE NO ACCMODAT ANCHOR IF REQUIRED. BREOUR ED PIPE DEGREE BEND DIMENSION$ VOL. TEE AND PLUGS VOL. SIZE of FEET CU.YD. FEE CU.YD. BEND L H T L H T 90 2.50 2.50 101 0.24 4" & 8" 45 2.010 2.25 2.80 0.15 7.00 228 2.50 0.15 22 1/2 1.50 2.00 2.32 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 116 3.21 0.48 M!` 45 22 1 /Z 2.08 1.66 2.86 2.18 2-77 2.69 0.25 0.13 116 2.91 2.66 0.32 11 1 /4 1.66 2,14 2.57 0.13 Mi0 4.63 3.83 142 0.83 10" Ic 12" 43 3.33 3.58 2.95 0.43 183 4.00 2.83 0.52 221/2 2.33 2.56 2.86 0.24 11 1 /4 1 1.63 2.33 2.84 1 0.15 page- I of I i { 4W I J., VNRi1ST OLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE. DEAD ENDS AND AT VALVES. 2.. UX 2"300 P.S.L CONCRETE. d.. NO CONWTE S1MA1.L 131E POURED ON .ANY PART OF THE JOINT. 4., Tip CONSULTINMi ENGINEER SHALL 9E RESPONS18LE TO THE VEMMIFY THE TYPE M1c SIZE OF ALL THRUST BLOCKS. r0 KIrPI TI= TWPI ICT AI orw httttp: / /www.acsanet.com/drawingsnD -14 jpg 8/25/2008 I ra. Ir WL T d a �IS.N M ZA1 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 0 1) / 2 If METER) http:/ /www.acsmt.coTn/drawing&fM22.jpg 9. UTILITY DETA �iv�13I it TLS 24' EMBEDMENT 8 "MIN SPRING LINE f 1 OF PIPE NO. 68 STONE --- --- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY 0IMMSION -- INTIAL BACKFILL* (B LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER - HAUNCHING - BEDDING 6" max 4' min FOUNDATION (SHALL BE REQUIRED WHEN 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. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 0 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS F S-3 page 1 of 1 REVISIONS BY U Z Q 0 G ` �rn 11 c: LL > 0 I.n Q .S Or Q Q o o\ CO V O U CMV l - O q CO U) co Q)O Z Q � 0 W W W O[ U- i , G N AS40O4 ®® • ♦2 • U ° 4A a� ¢ Z G� hh got V Z U J J ca Q , > W U ow - 111 J = r °° m lU > 1­ - a W � 4 0 Z LLJ 3: U.? j4 _" 0 0 _ 0 J Z DL J U c[ p1 Q Q Q U � J U Q ^ 1__IL DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SWEET C9 OF 35 SI -EFTS 4' MINIMUM SECTION 2--2 36• 4 d S I III V' O' I / .�y - -- - - -- - -- - - - - -- - - - - -- - - - - -- _ `rVl -- _ - - - - -- - -_ - - - -_ -- - - - - - - -- -- - - - - -- - -* - - -- I ` I \ \ \ \ \_\_ - _ \ \- HIGHWAY \ \ - \\- - \ - - I 15 "RCP \ � � -\ \ - �- - - - -� -- - - - -- \ -- \ - - - -- � - -- - -- - - - - -- - - -- \ \ \ - - - - - - -- - -J- - - t -- _ - % - - -- -- - -� - -- i---- --y - -- - -� -- -_ I / / / / - -�- , 15VCP / CBMH CBDI 1.5X2.5 P 392.04 TOP 380.1 , , - - - - - -- -- - - -- �- -- - -� - -- / ' / ,' /' / // / /' �' TO - - - I / 0 / / / / / / IE: 376.60 / / ' IE: 387.9 O -� -� -� -T- , , ROUTE 250 - RICHMOND ROAD /` o -� rN- %- ' -- �- � I l I I I I ISLAND S I i / I I I u' �,, r � c� `� / 0 c� `� 0 0 O 10 1 0 0 J C9 co 0, 1 / n 0► R/ W 1 1 � 0 O THROAT= \ ONE WA7 -` WROtJ�i 1� _` \ I I 1 I N \ -� 1 J 1 11 �- ' -� , 1 \\ I I .b SIGN -IGflI - + / -40 b - CO CID 00 Go (p CC) a' \ \ ` \ \ 9 -- STANDARD UD -4 \ \ CO -�- - - OQNNCT TO \ \ i--- - - - - - - - -- - - - - - �- - - -- �� -- - -- `�----------- - -� - -- EXISTING UD - 4I `\ �� �� \� �\ - - - -�\\ �\ \\ PEOPLE'S PLACE \ �� STANDARD UD -4 RIM= �\ \ 400.0 \ \ \ ` REUO \T CATED Dt 3B \\ ON \ TAN U 4 j 27 rt' \ _ - -- -- -- -- -- -- -- - FILTERRA I I i \ 7 / \ 1 / \ \ 1 Q I 1 I 1 I , ;: 3 .67 \ \ CONTRACTOR TO VERIFY � I \ � r = = =� _ � I 1 1 1 I I , 394.0 1 /. ? '_ _ �� \ TOPO \ '1- _- I I I I r r y \ - I l _ _ \ \GRAPHY IN THIS I � , I I \ � _ `-- - - ---\ � Il Ifs l 'si . >�`� \ \ � � O,.:. EXISTING _ _ _ 1 / \ \ - AREA ADJACENT ATE \ \ � III I I - -- - - - - -- - - �--- �- - - - -,- � \ \ 11 wz a ! I I I ^ Imo\ 30' SET CK LI / �30' E K LINE \ IMP -CONTRACT N I ' s U - �wm000� I 111 / t �� \! ��� \ 1 III I I I 1 1 1 11 _ G s �, , \ w o 0 0 I I I 9 �{ !4 \ \ / �\ \ \ CBMH \ TO NOTIFY FREELAND AND (II ' Y ' 1 o I : .1 \ \ \ _ I II ToP 400.90 KAUFFMAN INC. IF \ Lilt II I P r / J II �a� ``.- NI I I 1 IW I I ;.1;..:r.,. s . `. I _ \ • I \ \I \ \ << Y m¢�a�r o � Q �� II \ I I 1.01 I r- 5 -, 11 1E: 95.75 / II d z m '� N M a o r- N I tr M I I 1 cn I , Y I __- \� II '� `QSCREPANCIES EXIST. ¢ _ III I 1 \ 1 1 I I I 396.2 �,� f I -- - - DR NA ✓ L� \ I r I I ¢ - 9b.1 396.7 I \ \ \\ ► W m ,'�' , �z �c^����°°•. I l III \1' IIII yg �� NI � J�o >� I \ I i \ �1 \ 1 \ I 1 1 DI 1 9 WA \\ ,/ �_ ^ °U) U,� 1 ,/ I 397.0'..;:• I I n ^r �r I 1 \ 1 1 1 1 11 I ® II I I v 1 I I z I I 396.4 1 v m ` v III I J q III II m a • ? °I II I i U U_ III `1 I 1 I i 39 .4 '` ' � � , 396.3 / 99.6 _ \\ ¢ NI -110" HOPE o° ZZ 11 I z \1 I 1 .� }s / / 3 \\ 1oo' = _ Y -� 1 � I •� IE- 353.4 f' 1 /' CBMH ggI --' RDL III � II W I / \ I I I - 10" WDPE / )PARCEL / 00 00 01 B 0 11 1 1 1 1 (, Q I III \'\ N/F / I N 1 1 1 II Q I 397 _\ \\ I _ \\ (RO(�F DRAIN) ; �' / our: / s 3 P/ANTOPS PARK LL(; I N kX / IE- 392.3 CATO D.B. 3098 -198 / II I I I , \ I IE -393.7 QQn?1FLT __-� ZONING: � I X111 � W III II ' (n�/ II �JI IPHBORHOOD MODEL/ DISTR Cl1 II II 1 111 c) I II I l�n 1111 1 J F- w - III p o III I 9 4 .2 III \ NI \ 11 N II \\ \ \ II IL II '6 VIII ' W- I .gym 11 �J I - • �7_�__� l \ III f'c `3 � II IL = I `\ \� \\ I I ,'® o I I I �� �3 / _ HOPE I' I \ \ \ \ / /' Ja N I I r - - --r.r- - I / i � / i I� -i' T \ \ `\ \\ I I ,' 00 I p it °° U) � i ► DETAIL GR -2,2A /3955. _ f- F III I II a0 n M I I /' '' /' /' (TYP) \ / 11 \ \ .. I \ M r , .. ° ,! . � \ / / oRAiN- 7 u Z _ � � ° �III \\ I a ; ° I N / II M RIM 3960 1 / / or 6 Y II � 11 � V = � � �� �L- _ � � � � � � II Ill ;'°N ^.. �I IIII \ \\ I o °�?? I ! J • � � 2 395.0 - ,v 1 I Q \ _ j 3958 . I I _ _ 9 .8 J�^ � I �'� � U� i' r7 ^ -- ,'b£ I Z I l mo � Z IIII ��( ®--' ° i i ( ,0 395.84 28 IE I�J -3 35.76 I = - -- 4 111 IIz - / E 39<0. I I I I Ld I p ` 3TOWMFILT �' DRAINAGE � r CBMH /0 I I I NHOLE 11 // � 8 1• I -- OUT - 38. '� i< } i 87.94 __ - AINING _ pll 8 u N . M I f I I fa0 GRADE A I / _ ASEMEN I ' \ I I ACCESS (TYP) 01 LL \ I I J III I LE I _ M M ° { 2.5� LO I I \ 5 3 _ mo�>� 000, Ir I Irk' I ` EE m -m 0 14 YON - _- -____- ,' __$ - _____- _� `�== =_____ -' �b..z_ 377 / fJ RIM' / �I111 iu��� 377,8 g / ', / I i S M H -1 / / DETENTION SYSTEM 1 1 \ z o TOP: 376.20 I I I N I I I '/ I BY CONTECH \ �M o w ^ INV IN (18 "): 371.0 I I I v 1 m N a C, m N ry INV IN (21 "): 361. III 76.4 !( RIM- 36' INV OUT: 36D, I / 37 1 C) o ^ o U o ro I II (EXISTING STORM ' rn ®� / ni r i r7 DI -38, L = 6' // II ° / 90 / , , F "' ° ^ I I , �I DRAIN EASEMENT ^ I �� O C ', r � >_ N TOP: 362.35 /� I b .8. 3350 -624 I I S ,� ,y7 f- L, RIM: 361.85 I o in w I' � / I I Q ADOUST I EX. I lL rn w INV IN (18 "): 355.0 3' ' INV IN 24 : 355.0 \\ 0 / / '* ( ) / 1 1ST 30: 1 1 7 RIM- INV OUT: 354.8 - TOP: 373 p, 'TOP: 5.0 Ii ( A 4.2 INV IN: _ 377.0' II P65.o ' 4b` 26, FILTE RA - \ II NV IN (21 LL / l �_s� ==--- ( - _ - -_ - - - - -- 106' =24" HDPE - -� 11 111359.5 346.1 - - -- -- - .4 IT VOUT: 355 RIM= 21 r- L 1 I p 111 I I I I 374.0 / T6P - : 373.6 1 ' / RIM: 373.1 �\ D RAINA ' T W / / I IIII INV OUT: EASEME /. b ^ / J 2 RIM= FILT R,I�L�f R DRAINAGE I /'/ - - - - -- - f 11 I I EMENT _i � /, ( -- DI -3C L = 6" TOP: 373.60 N _ _ _ _ / j /' TOP: 387.42 - -- - - - - - -- ' - - -__ _ / II N RIM: I E: 380.82 : 3.10 IIi I (� / N 'G° - - - - - _� II INV IN: 366.5 1 I I \ �� INV UT: 366.31 III/ II = == =_- = -= -__ = == _ = = =_ _ �� 1 �'��j CONTRACTOR TO IV - _ 1 II I � 111 / ��RQ // -I r /� % GRADE THE N Ily // c" I I ./ CBMH'�,� / ��� SDMH DRIVEWAY SUCH I _ , ��- - - - - -- -111 �1 ��Q / / /a`� l II I I CQAU/ T� R ,,'�a€�"- T OP 388.29 // T OP 38 78929 A WAY THAT /, I I,�NLET INTO GR"AT�_INLE I E- // IE OUT: 374.89 WATER DRAINS ADJUST RIM E 5VAT. 0N_ TQ TREE " E OUT: 374.89 a0/0" TOWARDS OUTER �` - ' MATCH PROPOSED" G�� /,'ROZECTCA II I I I I I ,, -' ,, -' � CURB WITH 2% I I I I -, - , , , - �I / / / 14,'' ,' , '��� 3 C N �' CROSS SLOPE /TE �'I � RA G /`Ill' k '� ' '� '� '� ' 3 � , � ' ,�' '� '� '� �' '� NOTES 1 II u I I I I I 7A / / / �k� 11r, ASEMF�NT I N /�/ / PLEASE REFER ALTA /ACSM LAND I II '�'' / TITLE SAND TOPOGRAPHIC SURVEY FOR II I ii I =rte = _ _ - -- _ - - - -- J=== - - - -T ��v' / III' / // '� III' / I' DATUMI REFERENCE. I III � _ � -- -- - - ��___ =_� , o IIII I � - - 00 IN I � 0 1 II SOURCE OF SURVEY: SOUR(CE OF TOPOGRAPHY' ,' /' '/ i � // I'Il \\ / i Z ? ° o 4 III l ALTA /ACSM LAND TITLE AND ALTA / /ACSM LAND TITLE AND _ �- - - / / / /cl� �r = o > > > TOPOGRAPHIC SURVEY, DATED TOPOOGRAPHIC SURVEY, DATED ,' \ \\ _, II -9 -2007, PREPARED BY FREELAND II- 9- 20)07, PREPARED BY FREELAND I I I l - �� - - - - t - - - - - - -� I / / , , / i , \�'� AND ASSOCIATES, INC. ' I _ I / / / / // / / / / AND ASSOCIATES, INC. LL NOTE: CONTRACTOR IS RESPONSIMLE FOR VERIFYING EXISTING CONDITIONS AT THE SITE PRIOR TO BEGINING GRADING OPERA TONS INCLUDING, BUTT NOT LIMITED TO, STRUCTURES, UTILITIES, AND TOPOGRAPHY(. IF ANY DISCREPANCIES ARE FOUND, CONTRACTOR SPALIL IMMEDIATELY NOTIFY FREELAND AND KAUFFMAN, INC. EASLlv1 O PU \ I / CONVERT EXISTING \111 USE •` !� ' CURB INLET INTO �3 \ I. \ IE390.13 MANHOLE E 11 0 0 / LOWER TOP ELEV. 9 TO 395.9 I / I � \ \ \\ \�� CBDI TOP 388.20 IE: 390.49 PARCEL# 07800 00 00 01500 ASTAR ASB VA2 LLC c D.B. 2793 -81 \ - ZONING: II HIGHWAY COMMERCIAL ,- I l I n 3 - CONVERT EXISTING MANHOLE C \ I I J IE: 392. 2 - INTO UNDERGROUND �' -- JUNCTION BOX IN ADJUST TOP OF EXISTING ; \ \411 I MANHOLE TO MATCH 11(T PROPOSED GRADE SDa T Q P SDMH UNABLE TO OPEN / I I I I T OP 392.97 12,, - -� 24' RCP I I 1 \ E 377.17 17 . SDMH T \, o , l 49' TOP 389.59 IE 24 "IN: 6 .19 DRAINAGE EASEMENT , 20 / CONNECT TO ,' DRAINA&E / EXISTING RETAININ(7/ EASSSP-MENT WALL ALWAYS CALL BEFORE YOU D =G M. .rww i �w.ww w.na Ak 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. \ \ / / I � II I/ ' \ 0 ,� ,' I �I u ! NOTE: •7 �\ // ,' /// I I I ' ALL MANHOLE ACCESS TO _ _ _�__ Jr THE DETENTION SYSTEM MUST _ - x - x ' x - - �` - MEET ALL OSHA STANDARDS. x x -Lx NOTES Y 2' WIDE - FLUME CONVERT EXISTING CURB INLET INTO GRATE INLET E LOWER RIM ELEVATION TO 387.0 RETAINING WALL EASEMENT (PERMANENT) NOTE: REFER TO SHEET =C28, C29 E C30 FOR DETAILS OF FILTERRA AND CATCH BASIN STORMFILTE12 STRUCTURES. PARCEL# 07800 00 00 D15CO N /F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1240 -287 ZONING: HIGHWAY COMMERCIAL 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 EXISTING SLOPES 25% OR MORE STEEPER LEGEND EXISTING PROPOSED DESCRIPTION 396.5 SPOT ELEVATION - 395 - - - CONTOUR O ® CATCH BASIN /INLET O STORM DRAIN MANHOLE STORM DRAIN PIPE G NYLOPLAST MANHOLE OR APPROVED EQUAL I. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE EXACT NUMBER, SIZE, AND LOCATION OF ROOF DRAINS. 2. INFORMATION CONCERNING THE UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF CLEARANCES ARE LESS THAN SPECIFIED ON THE PLAN OR 12', WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER AND THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE OWNER AND THE DESIGN ENGINEER ACCEPT NO RESPONSIBILITY FOR THE DESIGNS) TO INSTALL SAID ITEMS. 4. ALL IN -PLACE CULVERTS WILL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. ANY DAMAGED OR CRUSHED PIPES WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. THE EROSION CONTROL DEVICES INSTALLED WILL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION UNTIL THE SITE IS COMPLETELY STABILIZED. REFER TO SEDIMENT EROSION CONTROL PLANS. 6. ALL SLOPES 311 AND STEEPER SHALL RECEIVE A CURLEX EROSION CONTROL BLANKET. 7. EXISTING STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND 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. 11. 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. GRADING PLAN w) O 30 60 SCALE r - 30 REVISIONS I BY U Z Q 0 U Q) \0 c � L > p Lc) Q) Q 0 � � V � � I J Cr) � CO *3: CO O C)\ 0 �O Q C o J � W W W a LL 111 1111- N A O' o C° o ®.� z c° • N �, O �c w V Z 0 _j U J J W Q > Z� W Oul L W Q �> 4' m � 3: Qc�� W > o� z U) W Z��o c� >a =� O ~ o .. U ~_j o 0 DL Q a Q In Q u 1__Ic DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" = 30' SHEET CIO OF 35 SWEETS LOCATION MAP (NITS) , I 9 _ _ -__ - -__ -- - - -_ - 4Q1'`�` - - _ - _ - - -- - -- - - - -- - - -_ ----- - - - - -- ___ -- -- ___ ____- - - -4- - _ -� -- - - - - -- - \ /'Fob \ I os % 3 _ - - - - -- - - -- - - -- - - - - - -- -- - - - - -- - - - = _ - ___ -__ -------- - __ -____- \ \ _ - - / - \ - \ HIGHWAY / -- 1 ` 1 II \ ---- 15'RCP - -\ / \ - / - -- -- CBMH z- - - - -/ / , , / , 15VCP / ,/ // / - - CBDI 1.5X2.5 / TOP 392.04 / TOP 380.10 .IE: 387.9 / ' / / ' ' / T- / I E: 376.60 / / _ I I I 1 t wROUTE 250 RICHMOND ROAD / ' o 0 0 It 0 I , I I ISLAND 5 I , I I W 1 , I CI �t OPIE WAY SIGN " <- ONE -WA -' - \ 1 I I I I I \ '� ' ' W \ \ \ ` \\ w �� � LOD LOD "9 \ \\ \\ \\ \\ \\ \` \\ - 7 It (v m rt (r1 �o wrn O' \ ` \ `\ \\ ` LOD cP LOD 9 \ LOD L �� -� ON 0 CO CO CO Go CIO 7 27 - FILTERRA (F4) - - - - - - - - - PS FN.TERRA (F5> / I /!!/ / \ \ I • >\ ® ^\ 1 1 1 ' I \I \ \\ % PS 1 // 4 I i r I I / \ �� �I�� ��\ �� •■�� LOD LOD -- - - - - -- - - - - Fq� I 1 1 11 - 1 - - - -- I --- - - - - -- / T�� \ �� �Y III I I I i V I I 1 \ 30' SET CK LI P KfIG AN // I 1 I I (� ` !�\ \ \ \ CBMH II wZ� atr�� I n I I J 1 I 1 \ / I z 000 I 1 I \ I cv w I I I I - TOP 400.90 III � I � TAGIJ�IG AR A \ \ � I / � I oi W I o 0 0 �� I I I 1 \ o f I I r r! I 1111 ��� I D -- -�� \ i \ IE: a�95.75 II Q 1 I O ° < Ym¢L, C C 0,-: d oc z m n c ° n I I r> > Iry III I 1 \ 1 m / \ - - \ / / / uu m �_ w N N �i'� � CL - O �C) \ I \ � 1 1 D I I IIII l � � I � \\` /' fill] I I � / \• \ `I,� \ }3��C)0��� III I J Xo> I I i J \� \ 11 1 I 1 9 , Q I /l �� I� I \ '/ ' 0 00 m III I 1 \ / I I 1 1 T. I / I \ 1 ; ! I// /// \ . IE: 390.13 In un In � I � � 1 W/ / \ 1 I 1 'I f 1 \ \ / I / / �j °�nnnn4 III I nM111 �`� I \ ' 11/1111 r \ I \ I \\ ( / i'� I '-mroro �i •M.. I I \ Z 1 I / 111 \ 1 \\ N �m�, \ 1 �� \11 I I mo zo II I I z \ 1 \ I I I I I I' - 91 O O ' I / \ \\ - \\ \ \\ TOP 388.20 I 2 >z Z I I' \ \ , �Z III I oa zZ -� i U III \ \\ I _ __ , I fi \ / 9 � ry I / I �\ `- \ \ \ \\ CBDI < I I 100 396 3 '_ -1 10" HDPE _ J \ _ _ I I , I. \ / CBMH /� 9 I I / \ \ \ \ _ _ - - Y \ I I - 1 l l l I I I I1�\ \ \ /T . \ Cp I O ' / \ 1 \ \ \\ \ �- I \ I I I 1// I \ / lk Cf / / /I / \\ �� / _ -_ _ +I = RDL I / 1 I \ IE IN: 1.23 \ / ( / / ) / / IE: 390.49 t W 1 / \ / our: FIT 11= - - - - /' J♦�ARCEL /07800 00 00 01B 0 I 1 11 1 U Q III D� 1 \ \ I \ I 1 I l ull / i II\ PARCEL# 07800 00 00 01500 // # h 111 1 1 �- \ ' ' / II i / I I / " N /F / , 1 Q I 11 \- / \ I - ! - / \ / i, �� l/ �/ / �I \\ �\ l a \� / C/ III I \ II \ \ I / ` /// /// / \ \ / 1 / ® / / O / \ I ; N F PA4NTOPS PARK LL Q / 1 I II \ \ ---- _- - - -_ - _- _ -_ D.B. 98 - 198 //, i,, // / /: \ '� ASTAR ASB VA2 LLC / II II I 1 -_ _ - _ - ----- ________ _____- _- __ /' /''' '/ / / / \ \ \ \ \ - D.B. 2793 -81 ,_' e.. III , ZONING: ; I II II�1111 (n o III �I�, _ ___ _��------------ -_ -___ J �/ / / /// \ \ \ \ \\ \\ ` J -' ZONING: /- / II I ; \\ III \ \ \\ / _ _ _ PrIGHBORHOOD MODEL/ DISTR C1I 1 1 1 F - W I /�1 - 9�- ----- - - - - -- - - ---- _ / // / / l l! 1 / \ \ \ \ 1 \ \ a III I 1 7✓ / / II I�`�11 w \ 9 - _ -_ _ = / 'i / // / /// / \ 1 1 1 1 \ \ HIGHWAY COMMERCIAL ,- I \�J I C� \� \ I 11 1 J I 1\ 9-'� =__ __ _ __ __ _ ___ __ _ ___ = -/ / // \ 1 - - -- __ III \\ \ 1 1 / it ICI / Idllll 11 a. I U I \\ _ 9 - - _ __ ___- ____''�' / /' /. \ \ \\ \ 1 � 1.769 Ac - - -- N i �\ ICI \\ ° III Ill "'I U z - ^ -_ --' ______ _ ________- ______- �/ //� / \\ \ \ \ 1 1 \ \ \ IP �,I - - \ I I IE: 392. �` 1111 - _ - -- _ J _ - - -- - - - - -- - � i I M 1 1 I II \ - - -- - - -- - - - - -- - -- - -- -- I �'-� II I� IN _ _ -RET- ate_ - - -- ------- •' / \ \\` `\ I I \ p \____ �- / 1 \ / SDMH r \ \ 3 \\ / / \ \ \ I II II II \ \\ /' III I - I -' / I L_r_' / ' '' -- / ->/- /' -,'-/ / \\ \\ \ \ \ \ \\ \ I I \ '\ IbMH, UNAe o IE: 377.17 TO OP N - - -''/ /'/ I ' I 1 \ \ / - / , \ \ TOP 392.9 - I I I I _ ��� 9 .271 - \ \ II - III r I L 24• RCP \ 711 \2 coa \ m zo II �xo IIM M u- co l­- po \ I I °�>> SDMH S / 1 I II II \ II \ \ \ I III > \ TOP 389 " IE 24 IN: 8.19 II u =� ---- � III ` ^� 7 � •7 \ 11 11 II 89 I I 1 a > _ � /\%'II M I M• I I I 1 \ -_.1E 18 "IN: 8. II __ _ ro ` � - I I Z 2A I II I � 1 11 \\ 1\ I I II 7 x/ \ - 's \� _ I I I / \ 1 I II. IE 6UT - -- if I "/ II / m a Z v of III 1�( _� _ - - D I 2 IP 28 1 1 I j I 1 I /' 4 1 ���� I I I I I I`� te) Y f ( - U I I I -\ LE ` 7 7 _ ` \ II IFS �n N � M J � III I I'' I I �'M v Ir ► Ire �, _- ____ - -- 1 0 . �� - - -- ___ � \�= ----- It - °� __ - - ='!=' WL�b r ' - _= s = = -- _ - -- - - - - -- _ `----- - - - - -- �,-------------------- - - -___ - «z _. a� b DERGROUND 2 DETENTION \ I \ \ \ \' Z F �- Z \� TOP: 3 6.2O' i i I III ll/l� /// l TEM \\ ,- \ z z INV IN (18 "). 371.0 \ 1 INV IN (21 "): 361.Z r I I I llr I / mNa� mNav INV OUT: 60/ II \�� �� I Ij 1 I /� 0 / .� J wc� wI / 1 ° " ° FI I EXISTING STORMI II mo so / � ° 00 L ,_ In ° O` I DRAIN EASEMEN o o' o r DI -38, L= 6' / / I I 1 r N } N(0 TOP: 362.35 I ID .B. 3350 -624 1 1 I I p ' p ``� RIM: 361.85 III I I 1 ADIJUSTI EX. 0 w `` V) iii INV IN (18 "): 355.0 / I I t \ i t I I DJ 7 \ INV IN (24 "): 355.0 / I IST 30: -1 II 'TOP: 395.0 \ r INV OUT: 354.8 ' I I TOP: 373.70 \ �' '' I I III II V I (18 "): I INV IN: 106' - 24" HDPE \ \ \\ I I- I II IN 59.5 IN (21 "): I I I I 4 (FD �'' ^ \\ ( _ � -- lr------------ - - - - -- ICI - I3 j� ; #gin t�s,i FILTERRA (F3) - LL - a_ s = m -a - - -_ _ - _ - - - _� _ _ _ -s -_ - - - - I V OUT: 355.4 1 _ / r -IT I (l D ,_ - ) I I 'III �,� � [ - -� ,4 /' -- - - ' I �cD TOP: 373. 1. I 1 i 373.1 c9i W / �' IIII INV OUT: 1 1 II DI -3C, L 6 / �' /' TOP: 373,60 (�� - -- / II /'/ /�'/ /' II 11 RIM: 373.10 I I �/' \ P III / -�' - � UT: 366.3 _ = =_ =_� _���- II INV IN: 366.5 I II I I \ �� _ _ _ REM_OVE F ` INV /�' If` -7 III II '- ----- - - - - -- <_-------- -=_- =� 11 I l / �p R \// eBMH I IY I ' I I - -' IIII II III /<� / / G I /- - -tE�/ TOP 385.63 \ /�, II I ' IE: 378.29 /'1E OU / / T:_374.89, If II-r' �_,_I -I-' ,,,-'�/ , -'' � i I / � ^�� I �'� /• /' �''� '� '' ti /'' /'' / 36 / � , I Ili- � I '" '' '' I I ,'fl I /�'� / ,' I � Il o f I -7- - - T- ---- ,---- T - M III I o> > 0>L I� r1_ It III� =� II------ - - - - -� -j LL \\ - -- \\ \\ ALWAYS CALL B D =G AL I _. ..,...... -___ s 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. I - 10� \B 1 . - \ \\ / \ \ \ \ \ �� I i t / D i/Ilrj 1 I l � i 1 % , ACREAGE SUMMARY i�� (IN ACRES) Tk�fz� / , 1 1 rl I I / 1 TOTAL PROJECT AREA 3.8 ON -SITE DISTURBED AREA 2.17 OFF -SITE DISTURBED AREA 0.83 TOTAL DISTURBED AREA 2.8 IMPERVIOUS AREA AT COMPLETION 2.83 PERVIOUS/ SEEDED AREA AT COMPLETION 0.77 PARCEL# 07800 00 00 015CO N/F ALBEMARLE COUNTY SERVICE AUTHORITY CBMH D.B. 1240 -287 TOP: 387.42 ZONING: IE: 380.82 HIGHWAY COMMERCIAL -' - - SEQUENCE OF CONSTRUCTION (PHASE I. FILL THE SITE FROM SOUTH TO NORTH AND USE SEDIMENT BASIN al AS MUCH AS POSSIBLE DURING EROSION CONTROL. SDMH TOP 385.19 2. CONSTRUCT RETAINING WALLS. IE IN: 378.29 IE OUT: 374.89 3. INSTALL REMAINING STORM DRAIN SYSTEMS AND WATER QUALITY STRUCTURES AS SHOWN. BLOCK OUTLET PIPE AND TOP SURFACES OF WATER QUALITY STRUCTURES. 4. INSTALL INLET PROTECTION ON NEWLY CONSTRUCTED INLETS. 5. INSTALL WATER, SEWER AND OTHER UTILITIES. 6. FINE GRADE THE SITE. CONSTRUCT THE BUILDING, PARKING LOT, DRIVE WAYS, AND CURB AND GUTTER AS SHOWN. USE SEDIMENT BASIN =I AS MUCH AS POSSIBLE DURING PHASE 3. CONSTRUCTION ENTRANCE SHALL BE SHIFTED TO NEW DRIVEWAY ONCE NEW DRIVEWAY FROM ROUTE 250 IS CONSTRUCTED. 7. FILL THE BASIN =I AREA AND GRADE THE AREA AS SHOWN. UNBLOCK PIPE 7 -21. 8. VEGETATIVELY STABILIZE ALL DISTURBED AREAS. 9. FLUSH AND CLEAN THE STORM DRAIN SYSTEMS AND UNDERGROUND DETENTION SYSTEM. 10. UNBLOCK OUTLET PIPES AND TOP SURFACES OF WATER QUALITY STRUCTURES. II. REMOVE ALL OTHER SEDIMENT CONTROL MEASURES AFTER SITE IS �00 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. -*--* 04 -w- SA SAFETY FENCE EROSION E SEDIMENT (PHASE 3) ( it /10 �1 o do SCALE r - 3o' CONTROL PLAN REVISIONS I E3Y U z Z Q O L `N ILL u > 0 6- 0 0` 00 Q 4� 6A p O U i ch Y a�L�N CV ; CO a ^ W r- 0\ E 0 �o Q ,( 0 W w U U- N g� I 4 GX �� e d'i VZ m � V Z 0 J m � � W Q , W �� Aft �- w �� cL _j °° Z w Z ° ;�, 0 0 5 .. uj ocW 0 2 U � .J o 0 U�_ a Q 1..1_. 0L U � Q w L.JL DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE r - 30' SI-EET c 13 OF 35 SI -EFTS LOCATION MAP (NTS) , LEGEND 88 "B" EXISTING CONTOUR 6 PROPOSED CONTOUR PS TEMPORARY CONSTRUCTION DC ENTRANCE WITH WASHRACK .SF -SF- SILT FENCE DD TEMPORARY DIVERSION DIKE IP INLET PROTECTION �L 0 i� LIMIT OF DISTURBANCES -*--* 04 -w- SA SAFETY FENCE EROSION E SEDIMENT (PHASE 3) ( it /10 �1 o do SCALE r - 3o' CONTROL PLAN REVISIONS I E3Y U z Z Q O L `N ILL u > 0 6- 0 0` 00 Q 4� 6A p O U i ch Y a�L�N CV ; CO a ^ W r- 0\ E 0 �o Q ,( 0 W w U U- N g� I 4 GX �� e d'i VZ m � V Z 0 J m � � W Q , W �� Aft �- w �� cL _j °° Z w Z ° ;�, 0 0 5 .. uj ocW 0 2 U � .J o 0 U�_ a Q 1..1_. 0L U � Q w L.JL DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE r - 30' SI-EET c 13 OF 35 SI -EFTS LOCATION MAP (NTS) , FLOW DIRECTION IN PIPE 88 "B" SOIL TYPE /HYDROLOGIC GROUP TS TEMPORARY SEEDING PS PERMANENT SEEDING DC DUST CONTROL SOIL DIVIDE LINE LIMITS OF DRAINAGE SUB -BASIN TREE PROTECTION FENCE -*--* 04 -w- SA SAFETY FENCE EROSION E SEDIMENT (PHASE 3) ( it /10 �1 o do SCALE r - 3o' CONTROL PLAN REVISIONS I E3Y U z Z Q O L `N ILL u > 0 6- 0 0` 00 Q 4� 6A p O U i ch Y a�L�N CV ; CO a ^ W r- 0\ E 0 �o Q ,( 0 W w U U- N g� I 4 GX �� e d'i VZ m � V Z 0 J m � � W Q , W �� Aft �- w �� cL _j °° Z w Z ° ;�, 0 0 5 .. uj ocW 0 2 U � .J o 0 U�_ a Q 1..1_. 0L U � Q w L.JL DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE r - 30' SI-EET c 13 OF 35 SI -EFTS LOCATION MAP (NTS) , GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER A 8' MIN. RUNOFF WATER WITH SEDIMENT BRAE (I 2 - MIN. DEPTH) X GRAVEL CURB INLET SEDIMENT FILTER sk j- :►T��_ GRAVEL FILTER RUNOFF WATER �— ' MESH FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED nDWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALT. BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC r— WIRE MESH FILTERED WATER ex .X CURB INLET 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. TZ. 9.07 -2 SOURCE: VA. DSWC PU PERMANENT SEEDING TABLE 3.32 -A CHARACTERISTICS OF COMMONLY SBLECTED GRASSES KEY A - Annual P Pemnial C Cool SwAon Plant W = W*M Seem PLnt 0 � Rood F � Fair P = Poor VP - Very Poor H - Higl M w Meditun L = Loan SPD Sornar+whac " y Dr610ed M. P..D � Modtuatsly Poorl Drained PD = Poorly Dcaim d VPD Very .Poorly Dmiatec 2% EX ISTING J PAVFMFN AN *MUST EXTEND FULL WIDTH — POSITIVE - POSITIVE D"NAGE SITS OF INGRESS AND EGRESS TO SEDIMENT l 911 OPERATION TRAPPING DEvECE Acre 1000 R .P.m to -- 12' MIN. �OSITiVE DRAINAGE to 2x ] TR O APPINO T SEOM4ENT DEVICE MAINTENANCE 11 /1 � COMMON NAME 11115 F 3 bu. (up to 100 lbs., 2 � - X N REQUIREMENTS REMARKS (Botanical Name) � ;� :1 � o a 2.5 lbs. XK X u a a � p •� 4 not less than SO lba,) > cover. Tolerates cold and law j moisture. GERMAN MILLET 50 lbs. approx. 1 lb. -- X - X - Wean- season ntnual. Dina at first (mat ila4s� y vs frost. May be added to aurtnrnarr mixes. v� d 60 lbs. 1 $A lbs. X( X X - X May be added in mixes. Will (� Better suited for Ky 31 TALL FESCUE (Festuca P C 5.3- 10-14 60 -85 F F M SPD 225K Low when used for erosion control - arundinacea) LOVIL3i7RA38 6.2 bunch. Toientas hat, dry slopes erosion control; high Arid rough turf And skid. infertile soils. May be when used in lawn application. added to rnixae. KOREAN 25 lbs. approx. 1'k XK X - X X - oc See TALL FESCUES (Improved) P C 5.5- 10-14 60-85 F G M SPD 220K Responds well to Excellent for Current 6 .2 added to minas. a Northern Piedmont and Maintain tegitxi. See Plates 3.22- and 3.22 -2. b Southern Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May W be planned between these dates, high maintenance. lawn and fine 'VCIA turf. list. Needs fertile soil, Excellent for find See KENTUCKY BLUEGRASS P C 6.0- 14 60.75 0 P M SPD 2.2m favorable moisture, tusfs_takes traffic, current (Pon pratense) 6,5 Requires several mowing. Poor VC1A yenta to become well drought/heat list. established. toleranco. �. May be added to See PERENNIAL RYEGRASS P C 5.8- 7 -10 60-75 F F M -H SPD 2VK Will tolerate traffic. mixes, current (Lolium peram) 6,2 * Improved VCIA varieties will list, perform well all year. KEY A - Annual P Pemnial C Cool SwAon Plant W = W*M Seem PLnt 0 � Rood F � Fair P = Poor VP - Very Poor H - Higl M w Meditun L = Loan SPD Sornar+whac " y Dr610ed M. P..D � Modtuatsly Poorl Drained PD = Poorly Dcaim d VPD Very .Poorly Dmiatec PLATE. 3.05- Paved constraction entrance for erosion control plane �.\����� a� ��� \t / \'�. - a wr...r:.rr:wr..r:v - r ♦r:wr.wr:wr_wr:wr: �\ \ .� \� \� \, \� \/\ • w .al. w r! w ry w •� w •� �•� w •1 I /�� i � its �a� wr�� " f 51 UNE - TEMPORARY SEEDING PLANT MATE.RIA[.S SEEDING RATES, AND DATES CONSTR `ION ACCESS ASPHALT PAVED I v FWq$HRACK PLANT j 2 x 2% EX ISTING J PAVFMFN AN *MUST EXTEND FULL WIDTH — POSITIVE - POSITIVE D"NAGE SITS OF INGRESS AND EGRESS TO SEDIMENT l 911 OPERATION TRAPPING DEvECE Acre 1000 R .P.m to -- 12' MIN. �OSITiVE DRAINAGE to 2x ] TR O APPINO T SEOM4ENT DEVICE FILTER CLOTH - A miaimain water tap of 1 inch unlit be installed writh a mitmrtun 1 inch baflcock shutoff valhe supplying a wash hose wilt a chaturter of 1.5 Dulles for adequate constant presbtue. Waah wata rintst be carried away from the entrance to an approved settling area to remove seek neat: All sed matt shall be prevented frown entering storm drains, ditches or % PAVED WASH RACK NO SCALE TEMPOP?,A�Y SEEDING TABLE 3.31 -C TEMPORARY SEEDING PLANT MATE.RIA[.S SEEDING RATES, AND DATES SOi3TH PLANT 3111 Sit SITS 2115 S/l 911 CHARACTERISTICS Acre 1000 R too to w w to to 41330 8 /IS 11 /1 4f30 411 11115 F 3 bu. (up to 100 lbs., 2 lbs. X( - X Use spring varieties (a.g., Noble). not leas that 50 lbs.) 2 tru. (up to t 10 lbs., 2.5 lbs. XK X X X Uac for Tanta fall soedinga, winter not less than SO lba,) cover. Tolerates cold and law moisture. GERMAN MILLET 50 lbs. approx. 1 lb. -- X - X - Wean- season ntnual. Dina at first (mat ila4s� frost. May be added to aurtnrnarr mixes. ANNUAL. RYEGRASS° 60 lbs. 1 $A lbs. X( X X - X May be added in mixes. Will (� avow out of most stands. WEEPING 15 lbs. 5 on, X X - Warm- season peretaaoiani. May LOVIL3i7RA38 bunch. Toientas hat, dry slopes !ellaLlll� And skid. infertile soils. May be added to rnixae. KOREAN 25 lbs. approx. 1'k XK X - X X - oc LESPEDE2A° lbs. Tolerates acid mils. May be added to minas. a Northern Piedmont and Maintain tegitxi. See Plates 3.22- and 3.22 -2. b Southern Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May W be planned between these dates, �. TEMPOIRAR Y DIVERSION DIKE Compacted Soil I I DRIP LINE I I SNOW FEN 1 BOARD FEN DRD FENC TIC FENCE CORRECT METHODS OF TREE FENCING w NnA ill I' CORRECT TRUNK ARMORING II i l l TRIANGULAR BOARD FENCE REFER TO SHEET =C7 FOR ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION 8 SEDIMENT CONTROL PLANS. PLATE 3.07 -6 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control Sherwood I Ayant SOURCE: VA. DSWC PLATE 3.09 -1 NOTE: EROSION E CONTROL OL SEDIMENT DETAILS SPECIFIC APPLICATION 12 "• 7'4 -7 ' x <_j QX u * x SEDIMENT II) YX x SPECIFIC APPLICATION �x CONCRETE GUTTER 12" 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. i l mtaA FLOW � III I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH Ilia r G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. AIlxe :,rarle C r,u111y Low incrring Review Rckremc Details Page c of 6 REVISIONS B U z Z a o Q p\ U _ 1 Cpl U > o 01 C g op oU cr)P C +– CV ( D 0 'q� CO x a� ° 0 ) m= Q Q .0 � J l� W W CY U_ � rrG`, �d� as too o d v z 0� On sI QL I, q a e V z 0 U J C D Q > W o () Uj Q > —j A p� CO mW Ot 14 Z W W °ono LO W wa , > 0 2 U ~_ ° Q Q Q U �" J Q Q E Uj DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET OF 35 SI5ETS 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 4.5' min. SEEDING RATE NORTH' SOi3TH PLANT 3111 Sit SITS 2115 S/l 911 CHARACTERISTICS Acre 1000 R too to w w to to 41330 8 /IS 11 /1 4f30 411 11115 F 3 bu. (up to 100 lbs., 2 lbs. X( - X Use spring varieties (a.g., Noble). not leas that 50 lbs.) 2 tru. (up to t 10 lbs., 2.5 lbs. XK X X X Uac for Tanta fall soedinga, winter not less than SO lba,) cover. Tolerates cold and law moisture. GERMAN MILLET 50 lbs. approx. 1 lb. -- X - X - Wean- season ntnual. Dina at first (mat ila4s� frost. May be added to aurtnrnarr mixes. ANNUAL. RYEGRASS° 60 lbs. 1 $A lbs. X( X X - X May be added in mixes. Will (� avow out of most stands. WEEPING 15 lbs. 5 on, X X - Warm- season peretaaoiani. May LOVIL3i7RA38 bunch. Toientas hat, dry slopes !ellaLlll� And skid. infertile soils. May be added to rnixae. KOREAN 25 lbs. approx. 1'k XK X - X X - Warm se aatntul legume. season LESPEDE2A° lbs. Tolerates acid mils. May be added to minas. a Northern Piedmont and Maintain tegitxi. See Plates 3.22- and 3.22 -2. b Southern Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May W be planned between these dates, 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. i l mtaA FLOW � III I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH Ilia r G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. AIlxe :,rarle C r,u111y Low incrring Review Rckremc Details Page c of 6 REVISIONS B U z Z a o Q p\ U _ 1 Cpl U > o 01 C g op oU cr)P C +– CV ( D 0 'q� CO x a� ° 0 ) m= Q Q .0 � J l� W W CY U_ � rrG`, �d� as too o d v z 0� On sI QL I, q a e V z 0 U J C D Q > W o () Uj Q > —j A p� CO mW Ot 14 Z W W °ono LO W wa , > 0 2 U ~_ ° Q Q Q U �" J Q Q E Uj DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET OF 35 SI5ETS 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 4.5' min. REVISIONS I BY 3.32 t992 Sites that would be suitable for low - maintenance vegetation include steep slopes, stream or channel banks, some cotrunercial properties, and "utility turf areas such as roadbanks. Seedbed Prepration - The soil on a disturbed site must be modified to provide an optimum 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, i rn t projected with a mulch to hold moisture and modify temperature extrernes. and to prevent erosion w h& se es, axe -9104 . The addition of lime 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 makes 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 aluminum, which stunts the growth of plant roots. MAINTENANCE: 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 be reseeded immediately to prevent erosion damage. However, it is extremely important to determine for what reason germination did not take place and make any corrective action necessary prior to reseeding the area. He^�Lhv vegetation is tl& most effective eresion 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 1992 332 Piedmont - Soils on the Piedmont plateau are highly variable. They tend to be shallow, with clayey subsoils. Piedmont soils are low in phosphorus. Soils derived from mica schist are highly erodible. 'Topography is rolling and hilly. The southern Piedmont has much the same climate as the Coastal Plain. Often referred to as the "transition zone" in planting. Contains areas that will support both warm or cool season grasses. AWa lachian and Blue Ride - This region is divided into plateaus, mountains, and narrow valleys. Soils tend to be shallow and acid, and may erode rapidly on steep slopes. Shaley slopes are often unstable and droughty. This area is colder and drier than the rest of the State. The rugged topography snakes plant establishment difficult Cool season grasses are normally specified in this region. SOU..S On the whole, soils in Virginia always require some nitrogen (N) fertilization to establish plants. Phosphorus (P) and potassium (K) are usually needed. Except for some small pockets of shallow limestone soils, lime is universally needed. Soils can be modified with lime and fertilizer, but climate cannot be controlled. For this reason, the State has been divided into two major climatic regions, referred to as the Northern Piedmont and Mountain Region and the Southern Piedmont and Coastal Plain Region, for grass and legume selection (see map, Plate 332-2). Microclimate, or localized climate conditions, can affect plant growth. A south- facing slope is drier and hotter than a north -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. LAND USE: 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- maintenance. High mt enance areas will be mowed frequently, limed and fertilized regularly, and will either receive intense use (e.g., athletics) or require maintaining to an aesthetic standard (home lawns). Grasses used for these situations must be fine - leaved and attractive in appearance, able to form tight sod, and be long -lived perennials, They must be well- adapted to the geographic area where they are planted, 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. 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, nor required to have a uniform appearance. These plants must be able to persist with little maintenance over long periods of tithe. 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. 1 . 32 1992 S,:4ittliltS2A Where �'racti .e Anvlies 1. Disturbed areas where permanent, long -lived vegetative cover is needed to stabilize the sail- 2. Rough - graded areas which will not be brought to final grade for a year or more. Planning C_onsiderat = Vegetation controls erosion by reducing the velocity and the volume of overland flow and protecting the bare soil surface from raindrop impact. Areas which must be stabilized after the land has been disturbed require vegetative cover. The most common and economical means of establishing this cover is by seeding grasses and legumes. Permanent vegetative covers must meet the requirements of Minimum Standard #3. Advantages of seeding over other means of establishing plants include the small initial establishment cost, the wide variety of grasses and legumes 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 need to reseed areas that fail to establish, limited periods during the year suitable for seeding, the potential need for weed control during the establishment phase, and a need for water and appropriate climatic conditions during germination. There are so many variables in plant growth that an end product cannot be guaranteed. Much can be done in the planning 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. SELECTING PI NT MATFR1Ai 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 characteristics of the physiographic region in which the project is located (see Plate 332 -1). PHYSIOGflaHIC REGIONS: Coastal_ Plain - 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 hot 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 many areas are poorly drained. Warm season grasses traditionally perform well in these areas. 1992 3.32 STD & SPEC 3.32 -, PERMANENT SEEDING Definition The establishment of perennial vegetative cover on disturbed areas by planting seed. Puwases t. To reduce erosion and decrease sediment yield from disturbed areas. 2. To permanently stabilize disturbed areas in a manner that is economical, adaptable to site conditions, and allows selection of the most appropriate plant materials. 3. To improve wildlife habitat. 4. To enhance natural beauty. 111-289 III - 293 1992 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. 3 1992 .31 Mulchit 1. Seedings mde in fall for winter covet and during hot and dry summer months shall be mulched according to MULCHING, Std. & Spec. 3.35, except that hydromulches (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 as such areas are identified. TABLE 3.31 -8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Sys[e) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass ( ilium multi- flonunl & 50-100 Cereal (Winter) Rye (GPAiP coreak) Feb. 16 - Apr. 30 Annual Ryegrass 60-100 (1_olium multi - florum) May 1 - Aug 31 German Millet 50 ( &Id itali¢a) Source: Va. DSWC 111-292 1992 3.31 1, Ljg1W ; An evaluation should be conducted to determine if lime is necessary for temporary seeding. In most soils, it takes up to 6 months for a pH adjustment to occur following the application of lime. Therefore, it may be difficult to justify the cost of liming a temporary site, especially when the soil will later be moved and regraded. The following table may be used to determine the actual need along with suggested application rates. TABLE 3.31 -A LIMING REQUIREMENTS FOR TEMPORARY SITES Recommended Application 11H Test of Aaricnitural Limestone below 4.2 3 tons per acre 4.2 to 5.2 2 tons per acre 5.2 to 6 1 ton per acre Source: Va. DSWC 2. Ferfilizer Shall be applied as 600 lbs. /acre of 10 -20-10 (14 lbs. /1,000 sq. ft.) or equivalent nutrients. Lime and fertilizer shall be incorporated into the top 2 to 4 inches of the soil if possible. 3. Surf m RoLg�: If the area has been recently loosened or disturbed, no further roughening is required. When the area is compacted, crusted, or hardened, the soil surface shall be loosened by discing, raking, harrowing, or other acceptable means (see SURFACE ROUGHENING, Std. & Spec. 329). 4. wing: Tracking with bulldozer cleats is most effective on 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. Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than 1 � 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. III - 286 RI - 287 III - 290 19592 Cnnditi Wh_ rrg. Pr- �1tRl 331 Wthere exposed soil surfaces are not to be fine- graded for periods longer than 30 days. Such areeas include denuded areas, soil stockpiles, dikes, dams, sides of sediment basins, temiporary roadbanks, etc. (see MS #I and MS 012). A permanent vegetative cover shall be! applied to areas that will be left dormant for a period of more than 1 year. Pia n n_ ina C onsiderations Shdeet erosion, caused by the impact of rain on bare soil, is the source of most fine particles in sediment. To reduce this sediment load in runoff, the soil surface itself should be prcotected. lit most efficien is tto establish veg etative c over. Annual plants which sprout rapidly and survive for only one grcowing season are suitable for establishing temporary vegetative cover. Temporary seeding is iencouraged whenever possible to aid in "controlling" construction sites. Teemporary seeding also prevents costly maintenance operations on other erosion control sysstems. For example, sediment basin clean -outs will be reduced if the drainage area of the bassin is seeded where grading and construction are not taking place. Perimeter dikes will be; more effective if not choked with sediment. Teemporary seeding is essential to preserve the integrity of earthen structures used to control seediment, such as dikes, diversions, and the banks and darns of sediment basins. Prroper seedbed preparation and the use of quality seed are important in this practice just as in permanent seeding. Failure to carefully follow sound agronomic recommendations will offten result in an inadequate stand of vegetation that provides little or no erosion control. Suecificatons Prrior to seeding, install necessary erosion control practices such as dikes, waterways, and ba tsins. ,) IAM Selection Select plants appropriate to the season and site conditions from Tables 3.31 -B and 331-0. Niote that Table 3.31 -B presents plants which can be used without extensive evaluation of sitee conditions; Table 3.31 -C presents more in -depth information on the plant materials. Seedbed Preuaratio-_n Tio control erosion on bare soil surfaces, plants must be able to germinate and grow. Swedbed preparation is essential. III - 285 i 49 STD & SPEC 3.31 TEMPORARY SEEDING 3.3 0 12ion The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual plants. puw ose � 1. To reduce erosion and sedimentation by stabilizing disturbed areas that will not he brought to final grade for a period of more than 30 days. 2. To reduce damage from sediment and runoff to downstream or off -sitee areas, and to provide protection to bare soils exposed during construction until permanent vegetation or other erosion control measures can be established. RI - 284 EROSION E CONTROL of IH wee SEDIMENT DETAILS U Z Z (1) o, Q O Q C� c 04 U_ > o L0 Q�Q 00,00 Q � c 0 M (n c� J a� c 0 �q e-0 CO e-5 4- Q C o J Q W W U LL Is a • • Q o �♦ Z 0 0 goo 0� V Z 0 J J CD Q Q > J W ow �U W Q �> J U 00 m� a cb W > 0I Z Z lot, W U3 ~az" O O o� �� 0 L J 2 0 U D1 �[ Q Q Q Ov U P W _J Q W 01 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHMT C15 OF 35 SI -EFTS 1992 3.39 STD & SPEC 3.39 DUST CONTROL O Definition Reducing surface and air movement of dust during land disturbing, demolition and construction activities;. PUMM 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. (rendition Where Practice Age In areas subject to surface and air movement of dust where on -site and off -site damage is likely to occur if preventive measures are not taken. III - 414 SEDIMENT BASIN SCHEMATIC ELEVATIONS DESIGN WGW WATER -(25 m STORM ELev) 0,5' CREST OF EM i SMLWAY RISER CREST 67 GYJ AG DEWATERWG ' DRY ' STORAGE OEVICE 67 Q YJ AC. ' WET ' STORAGE SEDIMENT CLEANOUT PONT 1 To 34 GYJ A CRD DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY 373.0 DESIGN W04 WATER (45-YR. STORM t3EVa MIN. 20• 3710 MIN. 3.0' MR 015 MN LO• 370.0 67 C,YJ AC. .'.• ' DRY . STORAGE R19ER CREST 67 C.YJ AC. DEWATERING WET 'STORAGE DEVICE (368.21 SEDIMENT CLEAN OUT PORT (367.0) DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR, EVENT) SOURCE: VA. DSWC 1992 3.39 Plann C ns_iderations Construction activities inevitably result in the exposure and disturbance of soil. Fugitive dust is emitted both during the activities (Le, 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 "heaW construction activitim 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 /sae /month for active eonatruction. Earth- moving activities comprise the major source of construction dust emissiom but traffic and general disturbance of the soil 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 utilisation of temporary stabilization in accordance with MS #1 can sWcsatly reduce dust emissions, j j vegetative buffers (min amin 50400t widths) left between graded areas aced protected areas can also be very help[ul in duat control. 1. Vnawive Cover - In areas subject to little or no construction traffic, a vegetatively stabilized surface will reduce dust emissions (see TEMPORARY SEEDING, Std tit Spear. 331). 2. Ifl&b - When properly applied, mulch offers a fait, effective means of eoatrolling dust. Not recommended for areas within heavy tnffie pathways. Binders or %doers shouW be used to tads dnpzdc muk hes (see MULCHING, Std & Spec. 335). 3. 311M - This practice is designed to roughen toed king cads to the surface. It is an emergency measure which should be mid before wind erosion starts. Begin blowing on windward side of site. Chisel-type plows spaced about 12 inches apart, spring - toothed harrows, and similar plows are examples of equ*sn nt which may produce the desired effect 4. labdu - ThL , t »test oetnmon� used dust control , Site is sprinkled with water until the surface a wet Repeat as needed. It offim fait protection for haul roads and other heavy traffic routes. 3. ,Sp nv-On Adhe syg - Tremendous program has ad been me in recent years in the development of products of this type. Most are effective on "mineral" soils and are ineffective on'muck" wils. These coberies are derived from a variety of compounds, both organic and synthetic based ur , Ma of the adhodm will withstand heavy traffic loads. The orpnia include derivatives from pine tar and vegetable gum: synthetics may be acrylic or petroleum based III - 415 1992 339 The following table list various adhesives and provides corresponding information on misting and application: Source: Va. DSWC a 6. %= - Stone n be used to stake ize roads or other areas daring construction using crushed stone or coarse gravel (see CONSTRUCTION ROAD STABILIZATION, Std tit Spec. 33). 7. AKCi2a - A board fence, wind fence, sediment fence, or similar barrier an help to control air currents and blowing soil. Place barrier perpendicular to prevailing air currents at intervals of about 15 times the barrier beight. Where dust is a known problem, eAs&g 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 PLATE. 3.14 -Z RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT 3TRA BASINS PP�� 1___PMYETHYI.ENL' CAP _� •• / - - - 369.5 between DIX OEM TACK WELD - _ • V pecum PORPMATt'.D POLYSTI�YLIM �- MY . - - DRANAGE TtBMJFd. DIAMETER STORAGE VARIES OM CALCULATIONS N APP&M 3.14 - A) 7 oa 368.2 • r'eRNCO -STYLE ' COLP NG STORAGE DEWATE'RNC ORrICE, SOMM)LLEE 40 STEEL. " t-FOOT MN WK OIAMff= VARIES (11EE CALCLLAT04 N CORRUGATED METAL p19!?? APPO` M 314-A ) NOTE DEWATERNG DEVICE TO BE INSTA DURING LION CONTROL PHAW UPON COMPLETION OF EROSION OONTROL, CONTRACTOR BFRW. REMOVE DOWATERING DEVICE AND PLUG Tie HOLE MADE DJW4 NSTALLATION OF OEWATISMIG OEVICE, NOTEo VIeTEt CONCRETE I AI ' I= PVC 8C HEOLLE 40 STLIS FOR OEWAT904 ORr z DRAINAGE TLl *q $TALL OOMPLY WITH ASTM P667 AND AASM M294 SOURCE: VA. DSWC 1992 339 I. 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 constiuction sites. 2. Stm - Gushed stone or coarse gravel can be used as a permanent cover which will provide control of soil emissions. ii 373.0 STRl1CTL 368 III - III - III - III - III - III - III - III - III - III - III - I SAM BOTTOW :III - III -II I �= III - III = III = III= T= 1T(= TTf =iT( =iii =III: - i I f -iTf= -III -I 11 -I 1 1-11 1 III -III iii =lTf 1Tf =iTf =iii =1 I I1 =1 I I -I I I =T_ -1 11 =T =1_I I - I1 = T =T=1Tf 1Tf -T =T: -III -111 ilk -I I � i 11= 111 -111-1 fi-T -T iTf�Tf -T =1 N „ I- III -I_I I- iT1 =Tui - - iTf=Tf i =T11 =1 I- 125 LP Cr eXOTNG 47 CLASS V RCP =1 11 =1 I I I-I I rI I I II -I i ri -- 1I I =1 11 =1 I-- rfL- - jZl =1 11 =1 I I -i I I -I 11 =i ' 1 1-ITI f f f- DTI - -I L E I 1 =1 11 =1 I I=T' BASIN DETAIL NTS w 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 TOR C HEMICAL 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. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 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 IM THESE AREAS. N. DISTURBED PORTIONS CAF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED) SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER' 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 Or- VEHICLES TRAVELIn!G OVER THE GRAVEL CONSTRUCTION ENTRANCES IS N07 SUJFFICIEN i TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS i USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRiAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS /EGP2ESS LOCATIONS AS PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO S3TORM DRAINS MUST BE REMOVED IMMEDIATELY. Q. CONTRACTORS OR SUBCONTRACTORS 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 & OFFSITE S00IL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICEES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE THE EEROSION AND SEDIMENT CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. S. SLOPES SHALL BE LEF=T 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 CONTRACTOR SHALL ME 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 BLANKET. ANTI- VORTEX DEVICE DESIGN EN� � O A O O TOP STIFRENER OF REOURED) is - X - X -ANGLE WELDED TO TOP AND ORIENTED PER- __ O O PENDICU.AR TO CORRUGATIONS. PLAN VIEW D-72' RISM DIAME EMTNG STRC. SECTION A-Ak ISOMET2IC TOP IS 14 GAGe CORRUGATED METAL OR V8 STEEL PLATE. PRESSUM RELIEF HOLES MAY BE OMMTTED, P ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WI-EN THE TOP IS ATTACHED. CYLNDW IS 16 GAGE! CORRUGATED METAL PPE OR FABRICATED FROM V8' STEEL. PLATE. MOTES L THE CYLNCIM MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2 SLPPORT BARS ARE WELDED TO THE TOP OF T1 4E RISER OR ATTACHM 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 6" DEEP X 6" WADE 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 BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE 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, NOTES: 1. 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 INSTALLATIO @ N.T.S. SAFETY FENCE PERSPECTIVE VIEW SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC EROSION E CONTROL PLATE. jcldn SEDIMENT DETAILS PLATE. 3.14 -15 If REVISIONS I BY U z 20 Q � O pN ' 11 c cal ILLL Q Q o .1 ao d' 1 c co �01do C) YA 3: CO a� w- o D N� ' C Z Q o W ^^ ti U_ R4G N A10A•��� o� 0 ♦ r U ° o e° < Z 4 ' o � Q o C) ♦� Z �%a % ♦esee 0 z D C Q , W � U W Q � ^,t M Dc a � CID W � � zWZ�Q Wes O ~ 0°1�" D[ WO 2W �o I _J Oho Dc Dc Q Q a U Q Q LU 0 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C16 OF 35 SHEETS PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE TABLE 3' M ADNF.SIIVSS USED FOR DUST CONTROL Water Application Adhesive Dilution (Adhesive• Water) Type of 1 Rate Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 125:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non - Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 35:1 Coarse Spray 350 Source: Va. DSWC a 6. %= - Stone n be used to stake ize roads or other areas daring construction using crushed stone or coarse gravel (see CONSTRUCTION ROAD STABILIZATION, Std tit Spec. 33). 7. AKCi2a - A board fence, wind fence, sediment fence, or similar barrier an help to control air currents and blowing soil. Place barrier perpendicular to prevailing air currents at intervals of about 15 times the barrier beight. Where dust is a known problem, eAs&g 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 PLATE. 3.14 -Z RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT 3TRA BASINS PP�� 1___PMYETHYI.ENL' CAP _� •• / - - - 369.5 between DIX OEM TACK WELD - _ • V pecum PORPMATt'.D POLYSTI�YLIM �- MY . - - DRANAGE TtBMJFd. DIAMETER STORAGE VARIES OM CALCULATIONS N APP&M 3.14 - A) 7 oa 368.2 • r'eRNCO -STYLE ' COLP NG STORAGE DEWATE'RNC ORrICE, SOMM)LLEE 40 STEEL. " t-FOOT MN WK OIAMff= VARIES (11EE CALCLLAT04 N CORRUGATED METAL p19!?? APPO` M 314-A ) NOTE DEWATERNG DEVICE TO BE INSTA DURING LION CONTROL PHAW UPON COMPLETION OF EROSION OONTROL, CONTRACTOR BFRW. REMOVE DOWATERING DEVICE AND PLUG Tie HOLE MADE DJW4 NSTALLATION OF OEWATISMIG OEVICE, NOTEo VIeTEt CONCRETE I AI ' I= PVC 8C HEOLLE 40 STLIS FOR OEWAT904 ORr z DRAINAGE TLl *q $TALL OOMPLY WITH ASTM P667 AND AASM M294 SOURCE: VA. DSWC 1992 339 I. 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 constiuction sites. 2. Stm - Gushed stone or coarse gravel can be used as a permanent cover which will provide control of soil emissions. ii 373.0 STRl1CTL 368 III - III - III - III - III - III - III - III - III - III - III - I SAM BOTTOW :III - III -II I �= III - III = III = III= T= 1T(= TTf =iT( =iii =III: - i I f -iTf= -III -I 11 -I 1 1-11 1 III -III iii =lTf 1Tf =iTf =iii =1 I I1 =1 I I -I I I =T_ -1 11 =T =1_I I - I1 = T =T=1Tf 1Tf -T =T: -III -111 ilk -I I � i 11= 111 -111-1 fi-T -T iTf�Tf -T =1 N „ I- III -I_I I- iT1 =Tui - - iTf=Tf i =T11 =1 I- 125 LP Cr eXOTNG 47 CLASS V RCP =1 11 =1 I I I-I I rI I I II -I i ri -- 1I I =1 11 =1 I-- rfL- - jZl =1 11 =1 I I -i I I -I 11 =i ' 1 1-ITI f f f- DTI - -I L E I 1 =1 11 =1 I I=T' BASIN DETAIL NTS w 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 TOR C HEMICAL 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. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 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 IM THESE AREAS. N. DISTURBED PORTIONS CAF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED) SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER' 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 Or- VEHICLES TRAVELIn!G OVER THE GRAVEL CONSTRUCTION ENTRANCES IS N07 SUJFFICIEN i TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS i USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRiAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS /EGP2ESS LOCATIONS AS PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO S3TORM DRAINS MUST BE REMOVED IMMEDIATELY. Q. CONTRACTORS OR SUBCONTRACTORS 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 & OFFSITE S00IL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICEES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE THE EEROSION AND SEDIMENT CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. S. SLOPES SHALL BE LEF=T 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 CONTRACTOR SHALL ME 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 BLANKET. ANTI- VORTEX DEVICE DESIGN EN� � O A O O TOP STIFRENER OF REOURED) is - X - X -ANGLE WELDED TO TOP AND ORIENTED PER- __ O O PENDICU.AR TO CORRUGATIONS. PLAN VIEW D-72' RISM DIAME EMTNG STRC. SECTION A-Ak ISOMET2IC TOP IS 14 GAGe CORRUGATED METAL OR V8 STEEL PLATE. PRESSUM RELIEF HOLES MAY BE OMMTTED, P ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WI-EN THE TOP IS ATTACHED. CYLNDW IS 16 GAGE! CORRUGATED METAL PPE OR FABRICATED FROM V8' STEEL. PLATE. MOTES L THE CYLNCIM MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2 SLPPORT BARS ARE WELDED TO THE TOP OF T1 4E RISER OR ATTACHM 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 6" DEEP X 6" WADE 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 BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE 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, NOTES: 1. 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 INSTALLATIO @ N.T.S. SAFETY FENCE PERSPECTIVE VIEW SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC EROSION E CONTROL PLATE. jcldn SEDIMENT DETAILS PLATE. 3.14 -15 If REVISIONS I BY U z 20 Q � O pN ' 11 c cal ILLL Q Q o .1 ao d' 1 c co �01do C) YA 3: CO a� w- o D N� ' C Z Q o W ^^ ti U_ R4G N A10A•��� o� 0 ♦ r U ° o e° < Z 4 ' o � Q o C) ♦� Z �%a % ♦esee 0 z D C Q , W � U W Q � ^,t M Dc a � CID W � � zWZ�Q Wes O ~ 0°1�" D[ WO 2W �o I _J Oho Dc Dc Q Q a U Q Q LU 0 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C16 OF 35 SHEETS PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE 1 2 3 4 5 6 7 8 7 21 W N i CV i i i W pif O p>- V/ v W (n v V/ Z. � W zj� Q WO w �Q w Wpb w WD oOZ o� Z�0 pWi'4 (f) ZNO IU) ?�i0 oc 0 � c� _ �- ao = F— r l l`�' Qo Q Q �' Qoi ww Q O ° > M Q F_ � Q Q ° >� 0 ZZC) a D1 CD >oc z Ofp>� >cc cyp ODE cn < 400 380 c° 380 I 380 PROPOSED STORMFILTERttD GRADE PROPOSED RAISE TOP OF GRADE EX. MANHOLE TO ELEV. PROPOSED i 374.0 GRADE Y 4' HDPE FROM RAISE TOP OF FILTERRA (F3) EX. MANHOLE TO INV IN - 393.3 O 4" HDPE FROM z I E I N- 371.76 ELEV. 374.0 z FILTERRA (FI) 370 w 4 IN -370.0 4" HDPE FROM 370 I 370 390 390 Q _ FILTERRA (F2) W IE IN- 371.25 RE TAINING WLL STORMFILTE tt2 A p cn 0 15" RCP — 2" DIA HOLE SHALL a IE IN 368.7 BE BLOCKED UPON p EXISTING COMPLETION OF IE IN-390. EXISTING EROSION CONTROL. GRADE EXISTING 2" DIA HOLE SHALL GRADE i BE BLOCKED UPON GRADE COMPLETION OF BACKFILL MATERI L_ EROSION CONTROL. BACKFILL MATERIAL REFER TO VDOT RE TO VDOT EXISTING GRADE DETAIL 107.01 I DETAIL 107.01 i 380 380 360 360 360 15" RCP IE IN -361.5 I I � I i 370 w 370 350 1 _ 350 350 RCP 42" 36" RCP I IE IN 346.26 � f i I i (D ILO Go i� � I I 2' DEEP ul I I c° RIP -RAP , _ 36" RCP z �j — 'IE IN- 346.26 w u l EX. 42"____ RCP 2' DEEP 77 LF OF 15" RIP -RAP RCP (CLASS III) Lo �O 0 0 1.43% SLOPE 6 i Quo - 4.05 CFS I � co Vb 3.3 FT /'S p z O O Z O 360 360 340 uw 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 III) 0 1.8� SLOPE RCP (CLASS III) 0 9.66% SLOPE m 0.88 0 2.44% SLOPE o 0.86% SLOPE Qa - 4.81 CFS Qa - 2.28 CFS SLOPE = 0.54 CFS Q - 0.58 CFS Q10 - 2.36 CFS Qb po - FT F Vb a = 0.53 FT/S Vlo - 4.58 FT /S V�o - 4.89 FT /S V�o - 3.7 FT /S NOTE TO CONTRACTOR CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVERTS OF EXISTING STORM PIPE SYSTEM PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES ARE DETERMINED, CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. SCALE: D �' HORIZONTAL SCALE; I" - 30' 1Q�1 VERTICAL SCALE; I" = 3' STORM DRAIN PROFILES Q1 � O V) 1� W W W W N Q � 0 Z� �p � (n �I� W � O�� D[ OM o iv wp Z �prr � oc z z m� Z�� Z ww Qp D Q U�� � c i � U > i Dc 400 I i 15" RCP PROPOSED I — — — — INV IN= 391.65 GRADE (FROM CATCH B i � / / 10" HDPE � ROOF DRAIN � 1 12" HDPE INV IN -387.7 � FROM MAN OLE � 4" HDPE ROM FILTERRA F4 � F5) i I � BACKFILL MATERI L REFER TO VDOT D ETAIL 1 REVISIONS 8Y U z Z v c Q Q) O L U �� � Qa�o�aa L C � N Q � C9 J W W W N NO♦ W V Q z 4 y Z �G � • w O C� � V Z —j U J m Q , W �U W Qa'A Z� � Oz � W 0 a- r A Of 0[ Q _j Q Q W C17 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE AS SHOWN SWEET OF 35 SWEETS � � 2' DEEP RIP - RAP � I z w p I o w r i � O z �z O" O W WW W W REVISIONS 8Y U z Z v c Q Q) O L U �� � Qa�o�aa L C � N Q � C9 J W W W N NO♦ W V Q z 4 y Z �G � • w O C� � V Z —j U J m Q , W �U W Qa'A Z� � Oz � W 0 a- r A Of 0[ Q _j Q Q W C17 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE AS SHOWN SWEET OF 35 SWEETS N i W J 0 15" RCP —� IE IN- 362.54 36" RCP n N D roe X r 108 LF OF EXISTING 24" RCP O 21.53% SLOPE Qa - 106.6 CFS Vio = 33.9 FT /S w J Z � :DL6 U00 W OC I L� r� J PET WAI 36" RCP II Q H uj J z N 0 I T 0\ Q 0\ �I LU u 48" CPP IE IN 380.63 y EXISTING 24" RCP :• RAISE TOP OF EX: MANHOLE TO ELEV, 374.0 370 360 350 15" RCP IE IN 368.i I I II Il EX. 42" RCP d — C 340 I l o, m� H w J W Z z ui J 1 QO W i �d r O! U) W �O J Q �- Q W I — O[ (f) W I— _ 0 p�� Q ���o � OC 7 M Q I C � LL >I� �QO—uc —I I I I 3: I -- 50 O Q O Q o I (f) O I r O Z U) W oo W RET O oc I oc Q Q 4 -r WALL / I I / I I / I oc EXISTING / I GRADE �/ / / I I I I PROPOSED / I GRADE PROPOSED I I I GRADE I 2" DIA HOLE S ALL I / PON EXISTING COMPLETION b GRADE EROSION CONIT 0L. ____ - -_ I / \ \ 15" RCP IE IN - 362.54 15" RCP IE IN 361.5 EXISTING 24" PIPE IE I - 351.64 1 n it I I I I I I I I 2' DEEP RIP -RAP / 0 a, / I c�i F! � �m 0? cco d' n IU Oz c I go „ � Oz ' n W WW WW WW / 1 / 36" RCP IE IN- 351.54 I � yy^ ��cc M Z _ Oz W WW 108 LF OF EXISTING 24" RCP O 21.53% SLOPE Qa - 106.6 CFS Vio = 33.9 FT /S w J Z � :DL6 U00 W OC I L� r� J PET WAI 36" RCP II Q H uj J z N 0 I T 0\ Q 0\ �I LU u 48" CPP IE IN 380.63 y EXISTING 24" RCP :• RAISE TOP OF EX: MANHOLE TO ELEV, 374.0 370 360 350 15" RCP IE IN 368.i I I II Il EX. 42" RCP d — C 340 I l o, m� 108 LF OF 36" RCP (CL,ASS V) m 4.89% SLOPE Quo - 124G.9 CFS V�o = 17.7 FT /S 52 LF OF 36" RCP (CLASS V) O 4.9% SLOPE Q* = 17.7 CFS Vio 2.5 FT /S 59 LF OF 36" RCP (CLASS V) 0 4.08% SLOPE Go - 17.7 CFS V�o = 2.67 FT /S Z N — � O� I H w J V Z z v J 1 QO Z _ UJ W .. < Q `� _I 3: N W p =0 =(_nl i �d r O! U) W �O J Q �- Q W I — O[ > Q Oc �� W I— _ 0 p�� Q ���o � OC O z O � z O M Q I C � LL >I� �QO—uc I I I I 3: I -- 50 O � O I o I W I z� W 3: W RET O oc oc Q Q n' WALL U I Q I RETAINING w oc WALL I PROPOSED I I I GRADE I 2" DIA HOLE S ALL I BE BLOCKED PON EXISTING COMPLETION b GRADE EROSION CONIT 0L. ____ - -_ \ \ 15" RCP IE IN - 362.54 15" RCP IE IN 361.5 EXISTING 24" PIPE IE I - 351.64 1 n it I I I I I I I I 2' DEEP RIP -RAP 0 a, �_ 1 `o d z c�i F! � �m 0? cco d' n IU Oz c I go „ � Oz ' n W WW WW WW 108 LF OF 36" RCP (CL,ASS V) m 4.89% SLOPE Quo - 124G.9 CFS V�o = 17.7 FT /S 52 LF OF 36" RCP (CLASS V) O 4.9% SLOPE Q* = 17.7 CFS Vio 2.5 FT /S 59 LF OF 36" RCP (CLASS V) 0 4.08% SLOPE Go - 17.7 CFS V�o = 2.67 FT /S Z N — � O� I W O 1 —EXISTING GRADE II � it I I PROPC I ( GRADE n � —J II II II II I II II II — I CONVERT INTO GRATE INLET I I 1 I II - -- -- 48" CPP IE IN 380.27 3 36" CPP IE -365.5 - REFER TO RETAINING WALL PLANS FOR DETAILS. 36" RCP r I N c O N M 0? WW 50 LF OF EXISTING 48" CPP m 1.54% SLOPE Qb 5.98 CFS Vo - 2.63 FT /S NOTE TO CONTRACTOR CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVEf2TS OF EXISTING STORM PIPE SYSTEM PRIOR TO CONSTRUCTION. IF ANY DISCf2EPANCIES ARE DETERMINED, CONTRACTOf2 SHALL CONTACT Ff2EELAND AND KAUFFMAN, INC. 101 SCALE: HORIZONTAL SCALE: I" - 30' VERTICAL SCALE: I" = 3' STORM DRAIN PROFILES REVISIONS BY U z Z Q U_ Q O Z Q J LU W LL Dc H w J Z z �I� 0 O r w � UI� r ON Q O W I OC W O 1 —EXISTING GRADE II � it I I PROPC I ( GRADE n � —J II II II II I II II II — I CONVERT INTO GRATE INLET I I 1 I II - -- -- 48" CPP IE IN 380.27 3 36" CPP IE -365.5 - REFER TO RETAINING WALL PLANS FOR DETAILS. 36" RCP r I N c O N M 0? WW 50 LF OF EXISTING 48" CPP m 1.54% SLOPE Qb 5.98 CFS Vo - 2.63 FT /S NOTE TO CONTRACTOR CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND INVEf2TS OF EXISTING STORM PIPE SYSTEM PRIOR TO CONSTRUCTION. IF ANY DISCf2EPANCIES ARE DETERMINED, CONTRACTOf2 SHALL CONTACT Ff2EELAND AND KAUFFMAN, INC. 101 SCALE: HORIZONTAL SCALE: I" - 30' VERTICAL SCALE: I" = 3' STORM DRAIN PROFILES REVISIONS BY U z Z Q U_ Q O Z Q J LU W LL Dc t 4Ggrwt o d 'r u2 • ♦ x U o ♦� v ° G� Z a s p ���®g s. ",fA 0pee♦ b C9 O U Q)� 0 Q (D > Q) Q -E r ON Q O 0\ cx) oU M c- c C � N J �(n \� 3: CO x 50 O � O � o W t 4Ggrwt o d 'r u2 • ♦ x U o ♦� v ° G� Z a s p ���®g s. ",fA 0pee♦ b U J J Q Z J O IN cf) U � 1 -a CO z of ( 0 C9 �a = � 0 O H Q OL OLo ON a DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE AS SHOWN SHEET OF 35 SHEETS 110 LF OF 36" RCP (CLASS V) O 8.71% SLOPE Quo - 16.9 CFS Vb = 6.7 FT /S C9 Z 0 J M Q W � LLI � mW> z� W 3: W �U) O oc oc Q Q n' U Q w oc U J J Q Z J O IN cf) U � 1 -a CO z of ( 0 C9 �a = � 0 O H Q OL OLo ON a DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE AS SHOWN SHEET OF 35 SHEETS 110 LF OF 36" RCP (CLASS V) O 8.71% SLOPE Quo - 16.9 CFS Vb = 6.7 FT /S REVISIONS I BY 22 ?r% W 9) FR J W 0 w U3 F — W C) 1(11 0-) 0z 0 OIat O_ w ° WF- O cD -j a r Z WW p :E 0 W QO UDp c 2 > Oc PROPOSE GRADE 380 z W H W �w zzz ( EXISTING GRADE �— W p EXISTING 24" RCP IE IN - 351.64 36" RCP 36" RCP I IE IN 351154 ` 1 to Fo O to (n CV M I � 0z 0 WW W 21 LF OF 15" RCP (CLASS III) ® 2.2% SLOPE Qio - 0.74 CFS Vlo - 0.6 FT /S RET� WAL 7 sm 390 :• GRADE ����A� I 390 00!'0` I I N c 0z 0 WW W EXISTING GRADE BACKFILL MATERIAL REFER TO VDOT DETAIL 107.01 �O - I 24 25 I I I 11 30 EXISTING PIPE (SIZE I Y Ln morn W (in °D GRADE LLJ ��� C4 _ (f) 0� 1� N 77� c a 00 I � > >> o oc (1) > >> (Y 400 i i I _ EXISTING-- I I sm 390 :• GRADE ����A� I 390 00!'0` I I N c 0z 0 WW W EXISTING GRADE BACKFILL MATERIAL REFER TO VDOT DETAIL 107.01 xi W 0 Z �? Q p\ 00 �O - I � I I I 11 30 EXISTING PIPE (SIZE I UNKNOWN) Ln morn Q o °D GRADE Lo � I co _ (f) I � I I I N 77� c I 0 xi W 0 Z �? Q p\ 00 w 22 LF OF 15" RCP (CLASS III) ® 0.91% SLOPE Qio - 2.06 CFS Vo - 2.56 FT /S 370 360 72 LF OF EXISTING 48" CPP • 1.06% SLOPE Qio - 1.04 CFS Vio - 0.3 FT /S X; �I W z mlo� UI � 1 I I— A EXISTING 18" CPP 0 Q V I 7 U NOTE TO CONTI2ACT012 CONTRACTOR SHALL FIELD VEf21FY PIPE SIZE AND INVERTS OF EXISTING STOf2M PIPE SYSTEM Pf210R TO CONSTRUCTION. IF ANY DISCREPANCIES ARE DETEf2MINED, CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. 350 u SCALE: r A , I- IORIZONTAL SCALE: 1" - 30' VERTICAL SCALE I" = 3' STORM DRAIN PROFILES U Z Z C Q L LL u- D Q v Q Z Q W W a LL W M W z 3: uj D[ Q �O ON O W U ON w I PROPOSED Ln morn Q o °D GRADE Lo � I � � � I � I I I '1 77� c I I i i i i I EXISTING-- I GRADE I I I CONVERT INTO I I I I MANHOLE I I I I I 48" CPP IE IN 380.47 I cry I D i n � M Z W Wt w 22 LF OF 15" RCP (CLASS III) ® 0.91% SLOPE Qio - 2.06 CFS Vo - 2.56 FT /S 370 360 72 LF OF EXISTING 48" CPP • 1.06% SLOPE Qio - 1.04 CFS Vio - 0.3 FT /S X; �I W z mlo� UI � 1 I I— A EXISTING 18" CPP 0 Q V I 7 U NOTE TO CONTI2ACT012 CONTRACTOR SHALL FIELD VEf21FY PIPE SIZE AND INVERTS OF EXISTING STOf2M PIPE SYSTEM Pf210R TO CONSTRUCTION. IF ANY DISCREPANCIES ARE DETEf2MINED, CONTRACTOR SHALL CONTACT FREELAND AND KAUFFMAN, INC. 350 u SCALE: r A , I- IORIZONTAL SCALE: 1" - 30' VERTICAL SCALE I" = 3' STORM DRAIN PROFILES U Z Z C Q L LL u- D Q v Q Z Q W W a LL W M W z 3: uj D[ Q N �- c.� ON �O ON O W U ON Q o > o �Q Ln morn Q o °D (3 C Lo � 0 '1 77� c N �- c.� ON �O 0 W Q e U \c) 401 z Z m Q W W W O J Q1 Q 1 U Q W U J Q _Z dlu � U 4l �o >az O !Li �Z O�A� a W DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE AS SHOWN SHEET C19 OF 35 SWEETS 51 LF OF 15" 160 LF OF 15" 132 OF OF 15" RCP (CLASS IV) RCP (CLASS 111) RCP (,CLASS III) O 0.98% SLOPE ® 2.81% SLOPE O 3.411% SLOPE Qlo = 3.01 CFS Qio - 3.14 CFS Q,o 1.39 CFS Vb - 2.45 FT /S Vio - 5.97 FT /S Vio - 4.85 FT /S C� rr i TT TT DETAILS OF wow All PSHOWpNR p m� o on FOR 89 E %M�e'LEp • =a" �T TIaLAR "LET AO OIIdT ADO FLOW LINIM SECTION B -8 PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 V"WINIA OEPARTMIM OF TRANSPORTATION 1D".OB son a B" C -C TYP. ` A L PLAN MALL T TMIpm VINES SECTION A -A NOTES+ t �eI mN Bt- t1EETY �L� �p wffm INKL MCT t SOS ANY L UK MME COST or THE IL-1 IS N TTIE 009009T oo►�M STR ICfIRIt. IL OMR NF�K/I�t AMPL R� ..TIT& N ��p T � O p ��ATO0EK0 A�CpO�OAIIO��NOLym TO M 4 13000 PIEG WIITH AiT BE TO ME M OOINIETE IB TO t M PE1� A �Np�A1�0�1b�ANO� AMNTO �p,�yl�, I` LE3f ]0" Tir � iTa MICLLM VOTH q[�TON SLOPE OUTLET D TPPE TO AVERT OF ZTION A -A F TREATMENT IN DROP INLETS JT SLOPE TO ORAN , T ODUTLET PIIPE� • GLASS A3 OONOIRTIE •' SECTION 8 -9 s _j IL -1 ►OR FM I�1 OETKS NO PROJECTION OF PIPE ABOVE GROUND LINE B" 0I ISM B 5" C-C TV. ' V- L 2'/N" a 1 %N" x/4" 10 LONG I. DEPTH OF INLET (H) TO BE SHOWN ON pL FD H GREATER THAN 10' USE A _ _ A r STORM DRAIN STRUCTURES TO BE CONSTRUCTED WITH BASE AND RISER AS PER DETAIL 103.01. rViV //IY �t 9 n TYPICAL PRECAST UNIT "°" TYPICAL CONCRETE SAFETY SLAB FOR DROP NETS, MANHOLES AND JUNCTION BOXES voom DEPARTMENT of TRNIlWOIRATM3N V06% DM•2A,2E.2C c olIPA ,SION ,ow sAGt OF am" U hl I I fl r me 1 • r --C L FACE OF CINd CONTROL J V_r [ W-C LIIII- PLAN VIE SECTION 8 -8 COLLAR SIRS M - LA N ")d /� I al .�► v . .. IL oALVAraEn INN: s x T1 '� 4 w�ARPED SECTION D -D c ACE WEEII OIIAMIETER 5 tt WELD ILL E Ni SEE NOTE B Ni SWIM SECTION C-C T ` O " „ FRONT ELEVATM ° vm= i Sw SECTION E -E WITH WZA 011-100 Ow"Im I ° _ �J.- am Art APPROACH GUTTER 7 = I 1 I J : ) i r '' " "XV no • 1 B �PIATEB t • C Sty FOR UK ON GRADES N B D u II e 1 i u / J im 01.20 BARS re- E ' C 04' C I TYPE A" TYPE B r - "' B NOSE DETAILS TYPE A NOSE OETAL SHALL K USED WITH CG -7 STANDMD. xx TYPE 5 HOSE DETAIL. MULL BE USED WITH CG STANDARD. AM Q&VMM PLATE FOR TYPE FOR UK N SAGS SECTION A -A 61ENR CoNEOTOIK w� aD A A T NI _ANGLE 50TH SDES TO ISE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -IL °1 ""E"°` 1 STANDARD CURB DROP INLET SPECIFIICATION 12 - 24 PIPE: MAXIMUM DEPTH (H) • 9' 233 104.03 VOONA D9PARTMIW OF TRAHIPORTATNEt 302 '•�' 1 1 1 1 1 1 l� - I �: A s II I I I Jw OM11MEMM .� __ _ MH-2 F "OEfIRAI�N ME T�E' � LMiTS � D3.oros.11 I r M LNN1T - 0 • ° RIMER INERT - - - - - - - _ - - R15ER NT "sEa i`�t'T wEOt� - - - - - MONOLITHIC IMMUCER LMT am sASE (� ° NMAIEI uI"T i I T I I I i FOOTNO FOOTNO PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION 301 IOL07 'h SECTION CAST IRON '/N SECTION STEEL NO PROJECTION OF PIPE ABOVE GROUND LINE NOTES 3 CAST TO ITH CAST ' V- L 2'/N" a 1 %N" x/4" 10 LONG I. DEPTH OF INLET (H) TO BE SHOWN ON pL FD H GREATER THAN 10' USE A _ _ A r STORM DRAIN STRUCTURES TO BE CONSTRUCTED WITH BASE AND RISER AS PER DETAIL 103.01. rViV //IY �t 9 n l S 2 " "HAR DIMENSION SHOWN ON THE KL� /Sl�1REDWTH IN1�/ERT OF N n CAST CAM ONE WELOW NTON STEEL .WIT D/2 r KM THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE D/2 _ ALL PURPOSES AND THE ACTUAL�DIM 94SSHM OPTIONAL BRACE Rees BRACE BS 43.0 LBS �u Al �PURP CONTRACTOR FMM L CO 11110 I/N PF X w -D % BMrQDNC � NCLUDI NG INCLUDING LUGS CONNECT L e 3 WHEN SPECFIED ON THE PLANS THE INVERT IS TO 9NAPED N ACCORDANCE • TO BE PROVIDED BY CONTECH IEN. WITH STMOARD IpSL -At. THE COST OF "VCIOENIAL POWT5 4H A BE S NORMAL EARTH FOUNDATION` 24 " ROCK FOUNDATION OITHERWISE UNSUITABLE MATERIAL MCLIN1EO N THE BD PRICE FOR TK PLAN ft' w 4.. Y i' w 4 .. STANDARD CURB DROP INLET (DI -2C) S URE. (GRATE REMOVE01 LUG 9' STUD SHEAR CONN 4. N THE EVENT THE 81vERT OF THE OUTFALL IS HIGHER THAN THE p M �EE AIL AIL A SECTION 8 -8 BOTTOM OF THE STRUCTURE. THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT S T P0N COST FURNISIHING - COLLAR DETAIL 'JLT�RgsW LE 0.11" _ _ � TO14-E T SHAPING 4 TO TER BE � 2 A a N THE BD PRICE FOR THE STRUCTURE. FOR DUMP NO WASTE DRAMS TO WATERWAYS CAST ONLY S. STEPS ARE TO BE PROVIDED WHEN H I5 4' -0" OR GREATER. FOR OE7AlLS SEE EARTH 4" DETAIL B DOT STANDARD ST 1. DE TAIL A �'• S IN-PL E MAY eE PRECAST OR CAST - 4'•2" �ARQNARE 8" 1' -3" M� E 7. i4 % 8•' SMOOTH DOWELS AT APPROXIMATELY 12" C -C TO 6E �O�T 2 0 -7- 4• DEPTH AGGR. _ I IOTHERWISE UNSUITABLE MATERIAL AREAS ADJACENT PLACED IN ALL AR ADJACENT TO ABUTTING CONCRETE TO PREVENT : 6 " ; "78 OR W • 8• WDTH �n ® RED" BACKFLL MATERIAL IN ACCORDANCE WFIH SECTION 301 OF THE ROAD AM BRIDGE SETTLEMENT. N LEu OF DOWELS A 2 "X4" NOTCH MAY BE PRWOM. ® EMeANeo,ENT u INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" !EE STMO10 T -Oh3. 4 FOR PN ION • COLLAR OOOOOYOOOOOO�O B. yKTpEyA�N�ATE OENON ET�11 NOTE B = VA DOT R TIC W 1M / M 12" - II V WIE IV.. ..Mu OR 24• LL ODO�O�O�oo���o STD. tip TN F ME TO trig ► • e• • g t. O B " � P CHAS o BE y, A ' �[ 0�� 5 1 - IS TO SE 40M PSL SECTION A - A /• I"' ' V_ fo STING THEE AAPPRROVK CONCRETE QUANTITES FOR MIN. DEPTH _ MAY x s SHOWN H E R FOR THE CAST BeoN Lu05 AS SINDWM HEREON. � 1S" ' 1 .sue U�1: �. JL APPROXBMTE WEIGHT r/4 ".4 � -IF- V. CAST U I DRAT[ !W ± 1B UPS M. LCTT No 0 R E 011/1"15 TO WATERWAY LtTTLRIIG IS REWM1l0 ON ALL 01-1 [ C 7 U Y Y T t 24" ORATES. LOCATION OF LETTERING MAY CONCRETE PIPE - 1.620 CV. SECTION C -C SECTION D -D VMY BY MANUFACTURER. /Aapppp ADD( CN F OF GRATE DETAIL 16 EXISTING DROP INLET STANDARD DROP INLET - walrAm 12 - 24 PIPE: MAXIMUM DEPTH (H) - 10' EXISTING MANHOLE KV 6/0 A - � to4.o, EXISTING CURB INLET _ M -t NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILLi� TOP OF FILL -- GROUND LIE H GROUND LIE H GROUND LINE H STORM DRAIN STRUCTURES TO BE CONSTRUCTED WITH BASE AND RISER AS PER DETAIL 103.01. rViV //IY ALL 0,12.E H N ROC QII_ O.R.. LN Y 0.12T' / EARTH A E SORL el D/2 r KM D/2 D/2 CATCH BASIN STORMFILTER =I ALL YATERiNL - (6) Al MN. f/10 D� X L D� X 11110 I/N PF X w -D % BMrQDNC � IfL V L B�L rr Ar --r• TO BE PROVIDED BY CONTECH IEN. FOONDATION SOFT. YIELDING. OR NORMAL EARTH FOUNDATION` 24 " ROCK FOUNDATION OITHERWISE UNSUITABLE MATERIAL MONSOON PIPE PROJECTION ABOVE GROUND LINE 1.5 w 0 MIN. 1 STANDARD CURB DROP INLET (DI -2C) �1K 1.5 w 1.9wD I TOP OF FILL TOP OF FILL TOP OF FILL 5 CONNECTION TO UG DETENTION SYSTEM - 0.11" _ _ � D•12" - J GRQINrD 0 � �.pa�M• N/ / ORauHo A a d a: = LIE oit2_ EARTH 4" It s0a( oR DOT INN. V10 D �D X MAN. 1/b M"L 1 D R I MATERIAL X 0 % VIO wax" MATERIAL EARTH NORMAL EARTH FOUNDATION KDOINGL " PER MM. M ROCK FOUNDATION (FOUNDATION SOFT. YIELDING. OR MAX. 24" IOTHERWISE UNSUITABLE MATERIAL a" i wcE NOTES= O F �L C �A300T ` ® %M�BP 302 OF ROA MA= EXTENDED TO Ir ABOVE THEE TOP OF T!E PI E O fAI MATERIAL 4ULL 8E WECFCATNXM FOR QFMAL NOTE( ON PIPE BE=N SEE NNSTKLATOM OF PIPE CULVERTS AND STOI.It SEwEIlS GENERAL ROTES X11 S1EET 107.00. ® RED" BACKFLL MATERIAL IN ACCORDANCE WFIH SECTION 301 OF THE ROAD AM BRIDGE SPEOMATIONS, CR USHED O A GGREGATE E O N F MAY B L IN PLACE OF S CL C L RLN ® EMeANeo,ENT PRECAST MANHOLE (MH -2) INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" DOT 301 D 303 VROM DEPARTMENT OF TRANSPORTATION 1 107.01 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 STORMFILTE12 (7) FOR - BASIN STORMFILTER STRUCTURES, USE GRTATE 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 (DI -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 II STANDARD MEDIAN DROP INLET (DI -7) VA DOT STD. 104.23 GRATE TYPE I. 12 EXISTING MANHOLE - 13 EXISTING MANHOLE _ CONVERT EXISTING MNANWCLE INTO UNDERGROUND ,!UNCTION BOX 14 EXISTING MANHOLE - I5 EXISTING DROP INLET _ CONVERT EXISTING CURB MET INTO GRATE MET AND LOWER TOP ELEV. TO 395.9 16 EXISTING DROP INLET - 17 EXISTING MANHOLE - 18 EXISTING CURB INLET _ CONVERT EXISTING CURB MET INTO GRATE MET AND LOWER TOP ELEV. TO 387.0 19 EXISTING CURB INLET - 20 EXISTING DI _ CONVERT EXISTING CURB MET INTO GRATE MET E ADJUST RNA 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 (MH -2) VA DOT STD. 106.07 25 CATCH BASIN STORMFILTER =3 - TO BE PROVIDED BY CONTECH 26 STANDARD CURB DROP INLET (DI - 38) VA DOT STD. 104.09 L = 6' 27 STANDARD CURB DROP INLET 0I - 38) - 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 Q) ON O 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 GRTATE AS SPECIFIED IN VDOT DETAIL DIA (8) FRAME E COVER FOR ALL ACCESS STRUCTURES OF UNDERGROUND DETENTION SYSTEM TO BE PROVIDED BY CONTRACTOR. 1 DI-3/-n.x FRONT ELEVATION (GUTTER REMOVED( 90/4" SENT SECTION 8-8 TYPE A NOSE OET� BE USED W1TH CG-3 B CIO-? STANDARDS. �• ►�:' •. �"" ' X'14" TYPE s NNE DETI� SMALL BE USED WITH CO-2 STADNOS. • • • A TYK 5 x r no 9ENR OOIBECTOR NELCEO CALVNRED PLATE FOR TYPE A TO BE SENT ON AN WU OF MM 30' Tb MOLE 5011 AT r C-C. CONNECTORS AND E TO BE ANCHORED WITH y X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT RATE AT 2'C PAVEMENT DI -3A L 01 -JB L IX-JC L . , . WA m PAVEMENT rL 1 1 1 DETAIL WHEN USED FOR USE ON oRADES ADJACENT TO CURB I= USE IN SAGS BOTH SIDES TO K SYM+ETW -4L WITHOUT GUTTER I OF STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 VOMMIA OEPNRTIENT OF TRANSPORTATION 302 p _ OET S OF Ea MU AM& NOTIES • °" • 7 ie METHOD OF PLACEMENT TE A ��pp��AANLi ND NORYILLY N NOES ��Q�AETt� 1. W7 INO pOyUiTTOR • � lIJ I S � iOT T TO Np'ICrp. c y"I�N Nil gRiT)R "I e C w Q 3- Imo' m R 3 MO; tlLlR T ' q 7'R 1 RP N e TX Sh�D 4 Qpy�R �p A OOtf[ DETAIL A 4 ' T� FIINYED AE SILL STMOW T &T~lg OE/INL UNIT Imo,, ORA TYPE pF 3. VMA"lE 2+1 ON FFLAT�TER. p O I RATE) - l//tS 7'- 11P•�( T TL Al 4. �N OEVATION. !L[ L04&T PLAN VIEW OR 3 a- « r• IaATi N. SEE DETAIL } a Lail�"iPieDIIE"ar"�IIE S. TO E I SECTION A -A SECTION F Ce1 TN a4 .lLIDTN B " °' QILvA1REO.t� ARE N. p� C�Tpp�1A� r T h p T � T q a ORATE A, (�p� O K PA MRTLO � OTKI(TA 1, 7. CABT� COVER MAY sE AIMNIONMATL OWNNTES PIE OR (JOT N FLXF- tE A OAF] I L ,.W &K 1• - CM 1. F N0�1"plAl }O�RpON ORIIO[�1t FLAT TO ALLOR OAU C. t y Mj PLA�LF' ►ROAST TTOI QTAt . r eE 1[OtB� 4 r r N. DRAB M TO OE PARALLEL TO cm SECTION A-A SO NOTE NOTE NO � NOTE 3 BOTH SLOPES FLAT A ucw , I NLET OITCN i NW Agp�(T�(Att p��/Qq T ' 0 NET k1tVAT1011 Q�1 A 0n. B N�I�1 TYPICAL ELEVATION M NOTE 3 xc NOTE � DRIOE WE NOTE 4 SEE NOTE 3 OR ftAITO ONE STOP SLOK-ONE FIAT EOPE "0TH SLOPES STEEP �/� NVOOMMATi OUWMU LONOIneRk >ECTION � �I Y BOTiOM�o TNIERYTALL. -.-% OFT 0I -7A OF 7B AI GAL e�RAOE O) CONCRETE MM Al 0241 CU.. YOS. (CU. YDS) I NOTE L711 I 2N! 3U ' L MEET 2 OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE E.1 REV. 7/03 03 VNONRA OVAR WW OF TIINIIPORTA710N IO) IJl n 1 STORM DRAIN DETAILS 9EE o m 16 O JONT B N * , , is fiALV. SARS 110" C- a C -c s"&C "a C -C a r C-C TIT. REVISIONS I BY U Z ft Z 5 Q • t om , u_ LL Q 0 Z Q W W at U- V Z 0 m � J w Q Q Z W 8N Q W < � , A > J U " °' CO ob a O 'b W 0 Cn :c Z W z oQ > M O ~ 0� C), W 22 0 C _ U J W Q W 01 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C20 OF 35 SHEETS �asG1N1A Q) ON O m Q N > p �Q L(7 CN o C' Z 6 o U 1 c� � N `IS c q co c Q N O «- O a: V W V Z 0 m � J w Q Q Z W 8N Q W < � , A > J U " °' CO ob a O 'b W 0 Cn :c Z W z oQ > M O ~ 0� C), W 22 0 C _ U J W Q W 01 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C20 OF 35 SHEETS �asG1N1A m a® U C' Z F `IS V Z 0 m � J w Q Q Z W 8N Q W < � , A > J U " °' CO ob a O 'b W 0 Cn :c Z W z oQ > M O ~ 0� C), W 22 0 C _ U J W Q W 01 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C20 OF 35 SHEETS REVISIONS I BY UD -4 GEOTEXTLE DRAINAGE FABRIC (OVERLAP T -0" AT TOPS -N r -PAVED SHOULDER PAVEMENT OUTLET PPE NO SCALE PAVEMENT f!r ATERW. � ..�.. " �- 7ig ..':'...: ' 4" MAUI. SAOGRADE OUTLE T FIpE ; OUTLET PIPE SEE NOTE 1 #57 AGGREGATE. 08 AGGREGATE OR CRUSHED SEEGNATE 1 2 -0 -0" CLASS MEETING 08 GRADATION REQUIREMENT. Fin 037 AGGREGATE, 08 AGGREGATE OR CRUSHED ( GLASS 1EVIN01 08 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION UO - 4 UP TO ELBOW _ _ PIPE LS PERFOY(ATEDi PIPE -LESS AGGREGATE PRIMARY DIRECTION TRENCH M OF WATER FLOW DRAINAGE FABRIC ATH NON PERFORATED OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION ELBOW T - O" EW -r2 (TYPICAL) - SHEET IOF 2 REV 8/07 108.08 UNOERORMI SHILL BE CENTERED UNDER CNTB NO GUTTER GEOTEXTLE ORAMIAOE FABRIC (OVERLAP 1' -0" AT TOP) --y PIPE t PIMATEO STANDARD PAVEMENT EDMDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 240 5 701 PAVED SHOULDER - NO.218 AGGREGATE SUBBASE LAYER SEE NOTE 057 AGGREGATE. 08 AGGREGATE OR CRUSHED GLASS MEETING 08 GRADATION REQUIREMENT. PAVED SHOULDER SECTION (FOR USE WITH STABIUZED OPEN-GRADED DRAINAGE LAYER) UNDEADRAIN SFUALL BE CENTERED UNDER CURB AND GUTTER. GEGTEXTLE DRAINAGE FABRIC �gt� L (OVERLAP T o" AT TOP) OAFAOED .. MEN : ' ° 1 DRAINAGE LAYER • • • • lLEE MOTE Y S U B B A S E L A V E • :...7. •. f : • MR SUBGRADE LET PIPE SEE NOTE 1 057 AGGREGATE. 08 AGGREGATE OR CRUSHED '%-4 PPE GLASS MEETING 08 GRADATION REQUIREMENT. --- -----++++ CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER) NOTES; 1. 4" MMN>MIAN, PROVIDED ATIANO MINIMA 4" OF AGGREGATE ON TOP OF PIPE. 2. W THE LONGITUDINAL PPE CONNECTS DIRECTLY INTO A DRAWAGE STRUCTURE (DROP INLET. MANHOLE, ECT.). NON-PERFORATED OUTLET PIPES ARE NOT REQUIRED, 3. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF T-0" ABOVE INERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4. A TO K OF THE SM�E STRENGTH AS OUTLET PIPE T PIPE. 6. LOCATED EVERY 3330 MAXIIdUOI IN STALLED NOT OWN API � 56GBLEf GRACE AW 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW -12 OR OTHER DRMNAGE STRUCTURE. 7. W17HN THE LMITS OF A COMMERCIAL ENTRANCE. NON-PERFORATED PPE SHALL BE UTILIZED IN LIEU OF PERFORATED PIPE. S. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW -12 SHALL BE LIMITED TO NO MORE THAN T -0" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE IN EITHER DIRECTION. P. IN SITUATIONS WHEN FULL DEPTH OF STABLIZED OPEN - GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND CUTTER, NO. 21B AGGREGATE SHALL BE USED UNDER CURB AND GUTTER. NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STABLIDED OPEN - GRADED MATERIAL LAYER AND CURB AND GUTTER, TYPE OF PIPE CRUSHING STRENGTH .T 4" NOM. ORANETER SMOOTH WALL PVC .103 D SMOOTH WALL PE O*1 � CV 70 P'SI )EIN K WALL THC (ESS (IMO - INCHES XXXTESTED ACCORDING TO ASTM 0-2412 AT 5 DEFLECTION. DOWN GRADE - ES SHOULDER — i -EP MAN LINE PAVEMENT NON ATED Y CONECCTION - Es V!, ST'D. UO -4 REQ ST'). UD-4 REQ'D. oil SHOULDER PAVEMEN EDGEDRNNS IN GORE AREAS MAINLINE ROADWAY �� UNDERORNN BETWEEN THE LOOTS OF ST I). CURB CO�MME�RCfAL�EPNETMW PPE. U4 GUTTER SHEET 2 OF 2 VECMATION avolm 240 STANDARD PAVEMENT EDGEDRAIN REV 8f07 541 VNI m DEPARTMENT OF TRANSPORTATION TOB.07 701 � p r- �v�5 STORM DETAILS LONGITUDINAL PERFORATED PPE 1 T -4 TYPE OF PIPE — — !SkX 4" NA DIAWT ENTRANCE UNPAVED DACE D CORRUGATED PE O*1 � CV AASHTO W - 252 TRENCH MIRTH PERFORATED UHDERDRAIN F O Q (D AGGREGATE PIPE C� cr) L eg o FA C MAINLINE ROADWAY �� UNDERORNN BETWEEN THE LOOTS OF ST I). CURB CO�MME�RCfAL�EPNETMW PPE. U4 GUTTER SHEET 2 OF 2 VECMATION avolm 240 STANDARD PAVEMENT EDGEDRAIN REV 8f07 541 VNI m DEPARTMENT OF TRANSPORTATION TOB.07 701 � p r- �v�5 STORM DETAILS LONGITUDINAL PERFORATED PPE 1 T -4 TYPE OF PIPE CRUSHING STRENGTH !SkX 4" NA DIAWT SMOOTH WALL PVC .103 CORRUGATED PE O*1 � CV AASHTO W - 252 NON-PERFORATED OUTLET PPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS DRAIN U Z Z LL LL Q Q Y c Q Z, W w o[ U- C9 z D J m Q W U � � IJI mW> Z� W �WO U�Q Q 0 Q W a J J 0 Lu J Of Ua OD F- Q cb 0(3: '1 z6 n 4p �a Vi � .. L 0 Q a Q LO o Q DQAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET Cr C20A 35 SHEETS u o O O*1 � CV CQ ) O Q (D o`co 0 C� cr) L eg o FA C N Q) 0 �co co x N �- � o O N o W Q W a J J 0 Lu J Of Ua OD F- Q cb 0(3: '1 z6 n 4p �a Vi � .. L 0 Q a Q LO o Q DQAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET Cr C20A 35 SHEETS u o v ) ° r. eg o FA Q W a J J 0 Lu J Of Ua OD F- Q cb 0(3: '1 z6 n 4p �a Vi � .. L 0 Q a Q LO o Q DQAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET Cr C20A 35 SHEETS - \ _ - -- - ---- - --- -- --- - - - - -- _--_ - -__ - -- - -_ _ _ -_ -- _ - - - - -- _ --- - -� - - - -= ___- -- ________ _ - - - -= _ _ 4 __ ________ - - - - - -- - __ -________- _ ,- - - -- - -- - - -- -z HIGHWAY I \- \ 15 pcp - - - - - -- - -m s- - -t- - - - - - - - - - - - - - - - - - - - CBDI 1.5X2.5 / ,/ ,' , , / , 15vcP / // ,/ MH / / / / / / / � / / / TOP 392.04 TOP 380.10 IE: 376.60 / ' C � i 1 1 I I ONE WAY/ 1 ; , r �,; I ( , ,)ROUTE 250 - RICHMOND ROAD/ o rN I ISLAND SI I \ I I I 10 I I O _ Q - -oNE WA I I t N \ � `1 I (90 R /W) ONE-WAY j - I I I I 1 I SIGN > \ 1 - --r- -�- -� t- -� ------'------------------- <----- - -� - -- ----------- - - -�-- 47' -IEET \\ - - - -i -- L N Vo l J(I \ I I \ k. 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II } c' M M DI -38, L = 6' / DRAIN EASEMENT I r / , / / , / I / a: r� w N co TOP: 362.35 B. 3350 - 624 ° ~ o "�� RIM: 361.85 N w r- U- / , (t I I ADOUSTI EX. \ v cn 8 i w ` INV IN (18 "): 355.0 / ^.I I I \ / W INV IN (24 "): 355.0 / IST 30: -1 I I 1 DJ G 7 J INV OUT: 354.8 - II (I TOP: 373.70 I I I I 'TOP: 365.0 \ / IINV IN (18 "): 1 I INV IN: 135 - V, \ I 1 - I I 2'6• 10 6 24 ` H.pP.E I I- N 65 0 v IN (2 �� f - � -, -, \ �V �5s.5 346 -' s - _ - - - - _ _ _' mss- - =_ - _ . ' � �I V OUT: 355.4 I I 'I DI - 3L, - i ,TOP: 373.6 I FL // - • i RIM: 373.1 INV OUT: 6 .0 I I ( III LOCH \ \\ II I - -- - - - - - - - - -- - - \ � 0, 1 1 / \ � U � I IE: 390.13 CBDI `'IE: 390.49 PARCEL# 07800 00 00 01500 24' RCP ASTAR ASB VA2 LLC D.B. 2793 -81 ZONING: /- / _ / II I `rv• \\ / HIGHWAY COMMERCIAL , - ' a \ \ 0 1.769 AC IE: 392. SDMH \ I I + / 1 \ TOP 392.97 377.17 Ilit I I hl POST - DEVELOPED CONDITION DRAINAGE AREA 2.26 AC RUNOFF CURVE NUMBER 96 TIME OF CONCENTRATION 6 MIN PARCEL# 07800 00 00 01 5C \ \� \ \ ,' �� ' 3� , �' �/ / ALBEMARLE COUNTY SERVICE AUTHORITY � / - - - - -- R ------ - - - �11 I I \ \ ' ;��9'�• / ' 1 CBMH D.B. 1240 -287 / :'. �' , , , TOP: 387.42 ZONING: TOP: 373.60 I�/ �� - -_ \ / �� IE: 380.82 HIGHWAY COMMERCIAL ,- - - - - -- - - - - - -- '' II RIM: 373.10 I I:':" - -- �a ____ ' _ - - -_ -- - - - - -_ INV IN: 366.5 \ ,��v -- INY QU .3 T 3 66In R // CBMH' / ,'� ,SQL SDMH TOP 385.63 TOP 385.19 -1E OUT: 374. _ 89 / /// IE OUT: 37489 , 5 � ' I d /� AIII,I i i 91 II l - rte_-- _ - =_° ��� = = = = -- = ----- - - - - -- I `" UI' ' / / i II' I ' I III I II IF -��� - - -- _ [_ ___ __ ='; 0 III ii �Ijj ,'� II fir/ `T ° °_�_� =�_� / ��.• HI III IIII 1 I / I - -- - -- �� , <__j �� M � , � z yam - - -- - /! /� .�/ i a - zo °� IIII / - -- - -- / / , ,Ill =o >;o >Ln III II / ,�Jf -- / ---- C - -y- -- / / i/i / , i fir?? �n?'•� , _j I _ I \ \\ \ \\ SITE 4 b MAP (NITS) ALWAYS CALL B D =G 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. 71 aof , POST DEVELOPED DRAINAGE AREA MAP 0 30 60 scALc- r - 3o REVISIONS I BY U Z Q 0 U Q) ON " �', Q 8 In Q Q O N 00 N O oU 04 Ili U)�� 1 (V O '1 co C �Wc N 0 �o Q .0 w W W a z♦ ♦ s v' z za o�: V Z J J Q Q J W ow - LU co M W > 0 �i5 Z W 3: w f- >a = 0 ~ �W�W DL ° 2 ��o cC C)C v- � j Q Q Q n Z A U 2" Q W 01 DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE 1' - 30' SHM Cr C22 35 SH ETS Approved Date B y DCC 09/12/08 Project No. Rev. 8 . . . , CBC ENGINEERS CBq 1 DAYTON, OHIO w =- Rev. Date By Descript 1 9/16/11 JE REVISION #1 = 8 1 . 611 15" STUB (J1) 4 = 370.00 3 30" MANWAY (TYP.) ASSEMBLY SCALE: 1" = 10' VOLUME: 22,137 C.F. LOADING: H2OIH25 SYSTEM INV = 363.00 N OTES • 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. INV. = 363.00 � 15� INV. = 363.00 NOTE: ALL MANUFACTURERS MUST SUBMIT DETENTION SYSTEM SUBMITTAL DRAWINGS TO CBC ENGINEERS FOR APPROVAL THE UNDERSIGNED HEREBY APPROVES THE ATTACHED 4 PAGES. SUBMITTAL CUSTOMER NO. 1 DATE 4 1 8131111 5 ( 9/1/11 6 1 9113111 REVISION DESCRIPTION PER CON REVS 8 -26 -2011 REVISE WEIR PLATE DETAILS REINFORCEMENT DETAILS PER CSC REQUEST /7fAC11 t%r11M r DATE BY This drawing or electronic file is for the purpose of specifying stormwater treatment equipment to be furnished by CQNTECH Stormwater Solutions (CSS). DLF Title block information, excluding the CSS logo and the stormwater treatment system product designation and patent number, if applicable, may be deleted if DLF necessary. Revisions to any part of this drawing, except as previously noted, without prior coordination DLF with CSS shall be considered unauthorized use of proprietary information. W 51 1` ~�� o =7 STO RMINATE R SOLUTIONS:.. contech sto rmwa ter. corn I LITtAftLI 74 iii u F a m CMP DETENTION SYSTEMS P1120" UNDERGROUND DETENTION SYSTEM - 33094 -03 * 90 � W CHARLOTTESVILLE, VIRGINIA SITE DESIGNATION: N/A • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. • ALL RISERS AND STUBS ARE 2 30 x Y2" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE. v0 � 3 1 1 t ND FILE NAME: CSS Detention SUB.dwt DESIGNED: IK DRAWN: DLF CHECKED: XXX DATE: 11/11/08 SHEET NO. 23 of 35 Approved Date By DCC 1 09/12108 Project No. Rev. CBC -10109 1 1 * ENGINEERS DAYTON, OHIO TYPICAL RISER DETAIL SCALE: N.T.S. EXTEND ANGLES PAST PIPE EDGE. PLACE ANGLES ON OUTSIDE OF SYSTEM 0126" CMP ev. I Date I By I Description 16/11 JE REVISION #1 ( 8) 2" x 2" x 1/4" ANGLE OR EQUAL AT 14" SPACING SUBMITTAL I e P, Lic x.10 46350 T iy y `AL 6 ELEV, = 372.27, 9 1 -4" 91 -311 WELD CMP TO BULKHEAD FULL PERIPHERY 3/32 12N 1V. 12 GAGE STEEL PLATE BULKHEAD INV. = 363.00 FINISH GRADE ELEV. = VARIES INV. ELEV. = 363.0 LIMITS OF REQUIRED BACKFILL LIMITS OF REQUIRED BACKFILL C3 x 4.1 CHANNEL OR EQUIVALENT WITH 15" SPACING 12 GAGE STEEL WEIR PLATE WELDED TO 126" CMP 12" x '12" ALT2 TRASH RACK L015" STUB (M2) x ' 03" ORIIFICE INV. = 363.00 WEIR /ORIFICE PLATE DETAIL. • BULKHEAD REINFORCEMENT SCALE: N.T.S. SCALE N.T.S. NOTE: ALL MANUFACTURERS MUST SUBMIT DETENTION S 2 ' - 5' - 0" 7 1 - 011 1.5' M I N. TYPICAL SECTION VIEW SCALE; N.T.S. 12" 0 0 0 0 0 0 0 0 0 0 12" 0 0 0 0 0 0 0 0 0 0 ♦ O O O a O 1 2" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O NOTES: 12" X 12 TRASH RACK TOP PLATE 1. TRASH RACK MADE 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 SCALE: N.T.S. YSTEM SUBMITTAL DRAWINGS TO CBC ENGINEERS FOR APPROVA FITTINGS AND MISCELLANEOUS L 1 126 5 X 1" 0120" BILL OF MATERIALS GAGE M PIECE QTY 0 CORRUGATION GAGE FINISH LENGTH TOTAL A 1 120 511 x l" 12 ALT2 33' -6" 33' - 6 " B 2 120 5" x 1" 12 ALT2 13' - 6 " 27` -0 C 1 120 5 x 1" 12 ALT2 10' -0" 10 -0 D 1 120 5 x 1 11 12 ALT2 10' -0" 10' - E 1 120 5 x 1 " 12 ALT2 10' - 0 " 10' - 0" F 6 120 5" x 1 '1 12 ALT2 20' - 0 " 120 G 1 120 5 x 1" 12 ALT2 16 -0" 16' - H 1 120 5 x l" 12 ALT2 16' -0" 16' - J 1 120 5 x 1 #1 12 ALT2 33 ' - 6 " 33' -6" K 1 120 5 x l" 12 ALT2 22' -0" 22' -0 BANDS 18 TOTAL MANUFACTURED LENGTH 298' -011 BANDS 0126" BILL OF MATERIALS PIECE QTY 0 CORRUGATION GAGE FINISH I LENGTH I TOTAL 2 ' - 5' - 0" 7 1 - 011 1.5' M I N. TYPICAL SECTION VIEW SCALE; N.T.S. 12" 0 0 0 0 0 0 0 0 0 0 12" 0 0 0 0 0 0 0 0 0 0 ♦ O O O a O 1 2" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O NOTES: 12" X 12 TRASH RACK TOP PLATE 1. TRASH RACK MADE 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 SCALE: N.T.S. YSTEM SUBMITTAL DRAWINGS TO CBC ENGINEERS FOR APPROVA FITTINGS AND MISCELLANEOUS L 1 126 5 X 1" 12 ALT2 2' -0 GAGE M 1 126 5 x 1" 12 ALT2 5' - 0 " 15 2 -2/3" X 1/2" TOTAL MANUFACTURED LENGTH ALT2 NO. DATE REVISION DESCRIPTION BY This drawing or electronic file is for the purpose of 16 ALT2 2' -1" C1 specifying stormwater treatment equipment to be 36 2 213 x 112" 16 ALT2 furnished by CONTECH Stormwater Solutions (CSS). 4 8/31111 PER CON REVS 8 -26 -2011 DLF Title block information, excluding the CSS logo and the ALT2 8' - 8 " G1 1 stormwater treatment system product designation and patent number, if applicable, may be deleted if 5 9!1111 REVISE WEIR PLATE DETAILS DLF 11 1 15 2 2/3" x 1/2' necessary. Revisions to any part of this drawing, ALT2 3' -2 L1 1 except as previously noted, without prior coordination 5 X 1 " 12 ALT2 2' -0" 6 9!13!11 REINFORCEMENT DETAILS PER CBC REQUEST D with CSS shall be considered unauthorized use of ALT2 81-11 M2 1 proprietary information. 2 ' - 5' - 0" 7 1 - 011 1.5' M I N. TYPICAL SECTION VIEW SCALE; N.T.S. 12" 0 0 0 0 0 0 0 0 0 0 12" 0 0 0 0 0 0 0 0 0 0 ♦ O O O a O 1 2" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O NOTES: 12" X 12 TRASH RACK TOP PLATE 1. TRASH RACK MADE 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 SCALE: N.T.S. YSTEM SUBMITTAL DRAWINGS TO CBC ENGINEERS FOR APPROVA FITTINGS AND MISCELLANEOUS PIECE QTY 0 CORRUGATION GAGE FINISH LENGTH Al 1 15 2 -2/3" X 1/2" 16 ALT2 4' - 0 " B1 1 15 2 213 x 112" 16 ALT2 2' -1" C1 1 36 2 213 x 112" 16 ALT2 9' -4" E1 1 36 2 2/3 x 1/2" 16 ALT2 8' - 8 " G1 1 36 2 2/3 x 112" 16 ALT2 9' -10" 11 1 15 2 2/3" x 1/2' 16 ALT2 3' -2 L1 1 120 5 X 1 " 12 ALT2 2' -0" M 1 1 36 2 2/3" x 112" 16 ALT2 81-11 M2 1 15 2 213 x 112" 16 ALT2 2' - 0 " BULKHEAID 2 126 N/A 12 STEEL WEIR PLATE 1 126 N/A 12 STEEL BANDS 18 120 BANDS 1 126 LADDERS 4 TRASH RACK 1 �A �� %�►ITCAI.J° STORlVI'tl11ATER SO LUTI ONSI Nc. contechstormwate r. com PLAN FRONT TYPICAL MANWAY DETAIL SCALE: N.T.S. CMP DETENTION SYSTEMS (4120" UNDERGROUND DETENTION SYSTEM - 33094 -03 CROWN BMW CHARLOTTESVILLE, VIRGINIA SITE DESIGNATION: N/A W a L o z 0 PIPE FILE NAME: tie � CSS Detention SUB.dwt DESIGNED: DRAWN: IK DLF CHECKED: SHEET NO. 24 Of 35 DATE: 11/11/08 0 PIPE Approved Date By DCC 09112/08 Project No. I Rev, CBC -10109 1 8 ENGINEERS DAYTON, OHIO KEY Q 1. RIGID OR FLEXIB 2. GRANULAR ROAD B < 4 , 4 _ : ► d V R D - " * 5 i b , N0. 040204635 T MENT ' • ti A 3. 12" MIN. FOR DIAMETERS THROUGH 96" 18" MIN. FOR DIAMETERS FROM 102" AND LARGER MEASURED TO TOP OF RIGID OR BOTTOM OF FLEXIBLE PAVEMENT. 4. SELECT GRANULAR FILL PER AASHTO M145 Al, A2 OR A3 OR APPROVED EQUAL. PLACED IN 8 LIFTS (COMPACTED TO MIN. 90% STANDARD DENSITY PER AASHTO T99.) BOLT, BAR & STRAP CONNECTOR 7/8"0 BAR 1/2"0 BOLT 12-1/8 It FOUNDATION /BEDDING PREPARATION 5. GRANULAR BEDDING, ROUGHLY SHAPED TO FIT THE BOTTOM OF PIPE, 4" TO 6" IN DEPTH PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND 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 3 SCALE: N.T.S. CONNECTION D_, ETAIL SING BOLT, BAR & STRAP QE NERAL NOT • 7 "% � H-12 HUGGER BAND CTION 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" THRU 48" 1-PIECE 54" THRU 96" 2 - PIECE 102" THRU 144" 3 PIECES. 4. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. ALL ALUMINUM BANDS, BOTH SINGLE AND DOUBLE BB &S, ARE FURNISHED WITH A 14 GAGE ALUMINUM BACK --UP PLATE WELDED TO THE BAND AND THE STRAP. 5. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2 --2/3" X 1/2". DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES, 2 ) H -12 HUGGER BAND DETAIL 3 SCALE: N.T.S. NOTE: ALL MANUFACTURERS MUST SUBMIT DETENTION SYSTEM SUBMITTAL DRAWINGS TO CBC ENGINEERS FOR APPROVAL N0. 1 DATE 4 1 8/31/11 5 I 911111 6 1 9113111 REVISION DESCRIPTION PER CON REVS 8-26 -2011 REVISE WEIR PLATE DETAILS REINFORCEMENT DETAILS PER CBC REQUEST BY This drawing or electronic file is for the purpose of specifying stormwater treatment equipment to be fumished by CONTECH Stormwater Solutions (CSS DLF Title block information, excluding the CSS logo and the stormwater treatment system product designation and DLF patent number, if applicable, may be deleted if necessary. Revisions to any part of this drawing, except as previously noted, without prior coordination DLF with CSS shall be considered unauthorized use of proprietary information. im Date By Description 1 1 9/1 - 6/11l iET — REVISION #1 0 STORMWATE.131 SOLUTIONSWC. contechstormwater. com SUBMITTAL 0120" UNDERGROUND DETENTION SYSTEM - 33094 -03 CROWN BMW CHARLOTTESVILLE, VIRGINIA SITE DESIGNATION: N/A 10- 1 /4" CMP DETENTION SYSTEMS FILE NAME: SS Detention SUB.& DESIGNED: DRAWN: �plt3��l IK DLF CHECKED: SHEET NO. XXX 25 of 35 DATE: 11/11 /08 Approved Date By DCC 09/12108 Project No. Rev. CBC -10109 1 1 *,.CBC ENGINEERS DAYTON, OHIO w. Date I By I DescNp#;on 1 9/10/11 JE REVISION #1 H TEMPORARY COVER FOR CONSTRUCTION LOADS HEIGHT OF COVER F 0 FFICIENT TO PREVENT SLAB FROM BEARING ON 0 ,�� } ISER TO BE PROVIDED BY _ _ CONTRAC�T'OR. O CMP R W SECTION VIEW CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. PIPE SPAN, AXLE LOADS (kips) INCHES 0 CMP 18 -50 50-75 1 75 -110 1 190 -150 RISER MINIMUM COVER (FT) 2.0 2.5 3.0 3.0 1242 48 -72 3.0 3.0 3.5 4.0 78 -124 3.0 3.5 4.0 4.0 12 6-144 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 TO THE PIPE. MINIMUM -COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM SCALE: N.T.S. SPECIFICATION FOR CORRUGATED STEEL PIPE - ALUMINIZED TYPE 2 STEEL S COPE THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS. hT ► =fIAW.04 THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929. PIPE HANDLING AND ASSEMBLY #4 DIAGONAL. TRIM BAR (TYP. 4 PLACES), SEE NOTE 7. OPENING IN PROTECTION SLAB FOR CASTING INTERRUPTED BAR REPLACEMENIT, SEE NOTE 6. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA) INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE #4 DIAGONAL TRIh BAR (TYP. 4 PLACES, SEE NOTE 7 STANDARD REINFORCING, SEE TABLE 2" COVER (TYP) OPENING It PROTECTOOt SLAB FOF CASTING STANDARD REINFORCING, SEE TABLE ROUND OPTION PLAN VIEW NOTES: 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION. 2. DESIGN LOAD HS25. 3. EARTH COVER= 1' MAX. 4. CONCRETE STRENGTH = 3,500 psi THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE WITH THE SITE ENGINEER. - - - -- AND � � 5. REINFORCING STEEL = ASTM A615, GRADE 60, REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR 6. PROVIDE ADDITIONAL REINFORCING AROUND TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. OPENINGS EQUAL TO THE BARS INTERRUPTED, ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE HALF EACH SIDE. ADDITIONAL BARS TO BE IN UNITED STATES. THE SAME PLANE. AIf1TC. Al 1 RAw1�111rwnT��rfre�e� u��n�- e�.wu ■-r .- .��... "�'�" � "__ --- - -- -- - - -- ** ASSUMED SOIL BEARING CAPACITY � r_Iwj Mi SQUARE OPTION PLAN VIEW INTERRUPTED BAF REPLACEMENT, SEE NOTE 6. 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY. 4 1 MANHOLE CAP DETAIL 4 SCALE: N.T.S. LL 1y1J6%NUFACTURERS MUST SUBMfT DETENTION SYSTEM SUBMITTAL DRAWINGS TO CBC ENGINEERS FOR APPROVAL NO. REINFORCING TABLE REVISION DESCRIPTION 0 CMP This drawing or electronic file is for the purpose of "BEARING RISER A O B REINFORCING PRESSURE furnished by CONTECH Stormw9ter Solutions (CSS). 4 8131111 (PSF) 24" O 4' 2 6" #5 @ 12" OCEW 2,410 4'X4' 5 #5 @ 12" OCEW 1,780 30" O 4, -6" 32" #5 @ 12" OCEW 2,120 4' -6" X 4' -6" #5 @ 12" OCEW 1,530 36" O 5' 38" # @ 10" OCEW 1,890 DLF 5' X 5' #5 @ 10" OCEW 1,350 42" O 5' -6" 44" #5 @ 10" OCEW 1,720 5 , -6 X 5 -6 ,� #5 @ 9 OCEW 1,210 48 - O 6' 50 11 #5 @ 9" OCEW 1,600 6' X 6' #5 @ 8" OCEW 1,100 ** ASSUMED SOIL BEARING CAPACITY � r_Iwj Mi SQUARE OPTION PLAN VIEW INTERRUPTED BAF REPLACEMENT, SEE NOTE 6. 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY. 4 1 MANHOLE CAP DETAIL 4 SCALE: N.T.S. LL 1y1J6%NUFACTURERS MUST SUBMfT DETENTION SYSTEM SUBMITTAL DRAWINGS TO CBC ENGINEERS FOR APPROVAL NO. DATE REVISION DESCRIPTION BY This drawing or electronic file is for the purpose of El No _0 A specifying stormwater treatment equipment to be furnished by CONTECH Stormw9ter Solutions (CSS). 4 8131111 PER CON REVS 8 -26 -2011 DLF Title block information, excluding the CSS logo and the stormwater treatment system product designation and 5 911/11 REVISE WEIR PLATE DETAILS DLF patent number, if applicable, may be deleted if necessary. Revisions to any part of this drawing, except as previously noted, without prior coordination 6 9/13111 REINFORCEMENT DETAILS PER CBC REQUEST DLF with CSS shall be considered unauthorized use of proprietary information. ITTAL . - ;,fl - T� t CO A ACCESS CASTING TO BE PROVIDED AND INSTALLED BY CONTRACTOR. {N a / r_ t -T, - - -- - - - - :a WISHED r GRADE GASKET MATERIAL ^:; � � 11 1 / C6 -- r. bi T I r^ 0 STORMINATER SOLUTIONSINC. co ntech sto rmwater. com �. I F J�IIIIIIIIIIIIIII i is - El No _0 A 0120" UNDERGROUND DETENTION SYSTEM - 33094 -03 CROWN BMW CHARLOTTESVILLE, VIRGINIA SITE DESIGNATION: N/A J �U) CO 11 "TYP. 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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. Lelaw DA TO CATCH BASIN STORMFILTERttI I DA TO CATCH BASIN STO12MFILTERtt2 FILTERRA DA TO CATCH BASIN STORMFILTERtt3 TO DA TO FILTERRA =1 ® DA TO FILTERRA tt2 (AC) DA TO FILTERRA tt3 0.32 DA TO FILTERRA tt4 FILTERRA tt1 DA TO FILTERRA tt5 TYPE OF ow AREA (AC) (AC) CATCHBASIN STORMFILTERttI 0.18 1 0.16 MANHOLE ST012MFILTE12tt2 0.32 0.32 CATCHBASIN STORMFILTERtt3 0.37 0.32 FILTERRA tt1 0.09 0.09 FILTERRA tt2 0.32 0.26 FILTERRA M3 0.2 0.18 FILTERRA tt4 0.33 0.3 FILTERRA tt5 0.09 0.09 u 611'�� It BMP DRAINAGE AREA MAP 0 30 do - 1 6mmmj SCALE r • 30• U Z Z 6 Q (1) O L 0N � v � o , L > d o ON 00 Q C ° LD (r) _ O '4 0 co _N �r- CIN > Q .0 J � W W �t o to c� to Q p - i ,♦ z® • 0 � m n 'I'o , i � z 0 _j U J Q , W ow �UW Q � G> _� U -SOD m UJ UJ > I-- a ob (ff) Cn &c< I z W Z 1o° 3: W � > 0� 0�: j IV a , 1— I~--,- 0 J O ) o U Dc pc � a � Q Q Q U � Q Q I W U DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" - 30' SWEET 27 OF 35 SHEETS CATCH BASIN STOQMFILTEQ ttl TI192A CATCH BASIN MANH0LEtt2 - RIM -395.2 (2A) (2A) - 2IM -395.0 9 LF OF 15' RCP e 0.56% SLOPE INV INV IN- 391.65 OUT -391.7 - 390.25 a: �y STORMFILTER CARTRIDGE C' 1 - - 1 B I FLOW KFT-" - - C--J 1 SECTION A-A 18 CARTRIDGES, DEEP SYSTEM ` OUTLET STUB WEIR WALL / i-- FLOATABLES BAFFLE 2' INSIDE I� 2 - I OUTSIDE SECTION C-C 04" OPENING RIM ELEV. 395.0' 775y 1 ( 3 ' - 3 /8 - ) FLOW 015" OUTLET STUB INV. ELEV_ 3917 02' OUTLET PIPE FROM FLOWKIT SECTION D-0 MATERIALS LIST - PROVIDED BY CONTECH COUNT DESCRIPTION INSTALLED BY 2 18 15 GPM CARTRIDGE (SLK) CONTECH 1 FLOW KIT CONTECH OF PEAK FLOW b iS SPECIFIC FLOW RATE 2 GPM OF STORMFILTER /SF 1 j 28- It 28" VANED INLET COVER CONTRACTOR 2 1 28'. 26' ACCESS COVER CONTRACTOR LIFTING EYE (TYP. OF 4) PERMANENT POOL ELEVATION CARTRIDGE 1' - 7" SUPPORT I CATCH BASIN FOOT (TYP. OF 4) SITE DESIGN DATA WATER QUALITY 0.06 CF FLOW RATE 3 PEAK FLOW 1.11 CF RATE 8 RETURN PERIOD 10 YRS OF PEAK FLOW b iS SPECIFIC FLOW RATE 2 GPM OF STORMFILTER /SF FILTER MEDIA TYPE ZPG a- CONCRETE COLLLAR AND REBAR BY - CONTRAI CTOR 4 A L A'. 10" MANHOLE STOQMFILTEP =2 SAND COLLAR HDPE OUTLET RISER STORWLTIM2 MANHOLEu2B CATCH BASIN STORMFILTER RIM - 395.83 - 10" HDPE INV 10" HDPE IN -393.0 INV 12' HDPE IN -390.0 INV OUT -388.0 d A L INLET #1 FILTER CARTRIDGE - FLOW KIT SEE OUTLET DETAIL (THIS SHEET) HDPE OUTLET RISER b r I` 012" STUB 08' STUB mod. ,. 1 f' - -}- BTRUCTION V BYPASS INSTALLATION :7) SECTION B-B STANDARD OUTLET RISER FLOWKIT` 40A MATERIAL LIST - PROVIDED BY CONTECH RIM ELEV. 385.83' INLET I NV. ELE V. 390.00' OUTLET INV. ELEV. 38 8.00' vz • r, • r � a CONTRACTOR TO CUT 8' PIECE OFF, IF 12" PIPE IS REQUIRED (SEE NOTE 5) MOLDE04M CUT LINE (SEE INSTALLATION NOTE 4) GROUT (BY CONTECH) OUTLET DETAIL COUNT DESCRIPTION GENERAL NOTES 3 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. L - g 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY, 8 3 STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND i yt INFORMATION CONTAINED IN THIS DRAWING. b iS 4 • STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO H2O FLOW KIT LOAD RATING. FOR H2O LOAD RATING ON STRUCTURE, CONCRETE COLLAR IS REQUIRED AND TO BE PROVIDED BY CONTRACTOR. B► 5 FILTER CARTRIDGES SHAD. BE MEDIA- FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF JOINT SEALANT (BY PRECASTER) CLEANING. RADIAL MEDIA DEPTH SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 1 PLC SECONDS. EE 6. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (GPM) DIVIDED BY THE FILTER CONTACT B SURFACE AREA (SF). INSTALLATION NOTES A 1. ANY SUB -BASE, ANWOR BACKFILL DEPTH ARE SITE- SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. f 2 CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE Fk ii STORMFILTER STRUCTURE. s 3 CONTRACTOR TO SET BOTTOM OF STRUCTURE AT LEVEL, 1. ANY SUBBASE, BACKFILL DEPTH. ANDIOR ANTI-FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SWILL 4. CATCHBASIN STORMFILTER EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING, STANDARD OUTLET STUB IS 6 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 - I INCHES IN DIAMETER, CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY M m ALE CONTRACTOR UB.DWG S. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED NONE EROSION RUNOFF. oe I 6. FOR H2O LOAD RATING, CONTRACTOR TO PROVIDE CONCRETE COLLAR AS SHOWN WITH QUANTITY (2) N4 AML AML REBAR SJ28401 I HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 6 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET oes0e0 6r2gl2011 a- CONCRETE COLLLAR AND REBAR BY - CONTRAI CTOR 4 A L A'. 10" MANHOLE STOQMFILTEP =2 SAND COLLAR HDPE OUTLET RISER STORWLTIM2 MANHOLEu2B CATCH BASIN STORMFILTER RIM - 395.83 - 10" HDPE INV 10" HDPE IN -393.0 INV 12' HDPE IN -390.0 INV OUT -388.0 d A L INLET #1 FILTER CARTRIDGE - FLOW KIT SEE OUTLET DETAIL (THIS SHEET) HDPE OUTLET RISER b r I` 012" STUB 08' STUB mod. ,. 1 f' - -}- BTRUCTION V BYPASS INSTALLATION :7) SECTION B-B STANDARD OUTLET RISER FLOWKIT` 40A MATERIAL LIST - PROVIDED BY CONTECH RIM ELEV. 385.83' INLET I NV. ELE V. 390.00' OUTLET INV. ELEV. 38 8.00' vz • r, • r � a CONTRACTOR TO CUT 8' PIECE OFF, IF 12" PIPE IS REQUIRED (SEE NOTE 5) MOLDE04M CUT LINE (SEE INSTALLATION NOTE 4) GROUT (BY CONTECH) OUTLET DETAIL COUNT DESCRIPTION INSTALLED BY 3 18', 15 GPM, ZPG CARTRIDGE (BLK) PRECASTER 0 2" PVC SUP PLUG PRECASTER 1 18' OUTLET RISER PRECASTER 1 FLOW KIT PRECASTER FILTER MEDIA TYPE ZPG 1 JOINT SEALANT (BY PRECASTER) CONTRACTOR 1 PLC GRADE RINGSMISERS CONTRACTOR 1 030' x 4 FRAME AND COVER CONTRACTOR WATER QUALITY A. t 0 CFS FLOW RATE Lu SMALL BE 74NCMES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. _ PEAK FLOW 119 CFS RATE x pp GENERAL NOTES RETURN PERIOD 10 YRS OF PEAK FLOW FILTER MEDIA TYPE ZPG a- 9 M H > cg 0 J J ch > Q ZZWZ m O W � U J F U U cl) W 0 Q u N l a g? f g bi .� . fil l n Y't ix i�:�e6 of I W J LL. J o p N © � =J 1= 0 ca > Z J°0� ED :r -1 PERFORMANCE SPECIFICATION U FILTER CARTRIDGES SHALL BE MEDIA•FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING, RADIAL MEWA DEPTH Lu SMALL BE 74NCMES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. _ SPECIFIC FLOW RATE SHALL BE 2 GPMW (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA V (n SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 8 OPKCF OF MEDIA (MAXMRIM►. x pp GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE, 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS, ACTUAL DIMENSIONS MAY VARY, 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE D11r1ENSKONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH T REPRESENTATIVE. www.mitech -cpi_m n 4. STORMFILTER WATER QUALITY STRUCTURE SMALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN €� THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 6. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING EARTH COVER OF V . 5•, AND GROUNDWATER ELEVATION AT OR BELOW, THE OUTLET PIPE INVERT ELEVATION, ENWNEER OF RECORD TO CONFIRMI ACTUAL GROUNDWATER ELEVATION. f k Fk ii INSTALLATION NOTES s p I 1. ANY SUBBASE, BACKFILL DEPTH. ANDIOR ANTI-FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SWILL BE SPECIFIED BY ENGINEER OF RECORD - I a 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 1 4 r;.9 STRUCTURE (LIFT ING CLUTCHES PROVIDED). 1 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). oATrc 5 CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB STORMFILTER EQUIPPED WITH A DUAL DIAMETER SJ28401 I HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 6 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET oes0e0 DPAM STUB AT MOLDED IN CUT LINE. COUPLING. BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. AML AML 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION- RELATED EROSION RUNOFF. 7. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, ulr*cta "~AMID DO NOT GLUE), OONTECH CT No seaumce N STRUCTURE WEIGHT PROPOSAL 133094 002 APPROXIMATE HEAVIEST PICK - 9,500 LOS. DRAWING eT 1 � 1 CONTRACTOR TO GROUT TO FINISHED GRADE (SEE PLAN FOR LOCATION) GRADE RINGRISERS PLAN VIEW OPTIONAL SLOPED LID CORNER ELEVATIONS TO BE SPECIFIED BY ENGINEER 2y" REBAR SPACING • i.. B A UTLET D. MANHOLE JCTURE O.D. SECTION 84B 2'-4 INSIDE RIM A } J PERMANENT_ POOL ELEVATION L 5"- �- •",• "' •••' ` ACCESS COVER GRATE PLAN VIEW IN Swrnwvaw Mvy()lnterlt StarmFilter* PROPOSAL INS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF T,6 FCLLOMINO U.B, FATEM tA2 ift %7w.327: 11B7.7B7 BA YAU 4646aw P1111.020 Fpl"PAMM, OR OTTRR PATINTS PINOINO FLOW c ol REVISIONS I BY U z Q O G ` �� Q Q) .9 F, Q�o CO oU cf) c� V J 0 � cc) x v� O� Q o W W ^ u- 4 ��rAO�� OE • � !' O i ' z I p c p® • 4- z m � J W Q Q > z W W Q �' - > - U OD m � a J = W it - W > at z� L C j 2 645 !r. T ; 4 =� 2 O o ° 0 Q U �C-4 Q Q W DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SWEET C28 OF 35 SI -EFTS ST012MFILTER DETAILS L.Urc71 INLET #2 SECTION A-A1 REVISIONS I BY CATCH L Lj A "I 'll SCUM BAFFLE REINFORCING BARS G' INLET STUB (SEE NOTE C) (OPTIONAL) (SEE NOTES 4 45) 3- CARTRIDGE CATCHBASIN - PLAN VIEW t1 1 4'0 OPENING OUTLET STUB ACCESS COVER L (SEE NOTES 4 #5) 2 112' CONCRETE COLLAR pq (SEE NOTE G) 0 5TORMFILTER CARTRIDGE TM) CLEANOUT (SEE NOTE 2) ACCESS PU r ON WEIR WALL MANIFOLD MANIFOLD 2' 2' -8' _� 3' -8' INSIDE INSIDE INSIDE OUTSIDE THE STORMWATER MANAGEMENT 3- CARTRIDGE CATCHBASIN - SECTION VIEW A stomFnit•.e US. PATENT No. 5,322,G29, 1 No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHER US. AND FOREIGN 02008 CONTECH StDmmataT Solution PATENTS PENDING comai 0 DEEP STEEL CATCHBASIN STORMFILTER STOMANA,0 PLAN AND SECTION VIEWS 1 SOLUTIONS_ CROWN BMW 1/3 OOIM•OINb�r1WSW w7v: )oulOVJac ac w: fvw FILE NATIil: RLBMM! DnAwre xxx ctrEaa:D: Toot PERMANENT POOL ELEVATION 4'0 OPENING f'-5 114' 2' VARIES 3' -3 5/8' MAX. 3' -3 5/8' L 4 - 5 I L BASIN STOf�MFILTEQ INLET STUB J OUTLET STUB (OPTIONAL) 2' (SEE NOTES 4 #5) (SEE NOTES 4# 5) INSIDE 2' -0 1/2' 2 OUTLET PIPE OUTSIDE FROM UNDEKDRAIN 3- CARTRIDGE CATCHBASIN - SECTION VIEW B 2 LIFTING EYE (1YP OF 4) w0i GENERAL NOTE5 1) STORMFILTER BY CONTECH 5TORMWATEK 5OLUTION5; PORTLAND, OR (800) 548 -4GG7; SCARBOROUGH, ME (877) 907 -8676; ELKRIDGE, MD (8GG) 740 -3318. 2) FILTERS TO BE 51PHON- ACTUATED AND SELF - CLEANING. 3) STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. 4) 5TORMFILTER 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) CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB 15 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB 15 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE U51NG FLEXIBLE COUPUNG BY CONTRACTOR G) FOR H -20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR, 7) ALL STORM FILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDEUNE5 FOR MORE INFORMATION. 3- CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTURE ID THE STOKMWATER MANAG AUNT CB5F N3 WATER QUAUTY FLOW RATE cfs Sto -mitc® .10 PEAK FLOW RATE < 1.8 cfe U.S. PATENT No. 5,322,629, 2± RETURN PERIOD OF PEAK FLOW No. 5,707,527, No. 6,027,639 10 CARTRIDGE FLOW RATE 15 OR7.5 15 MEDIA TYPE (CSF. PERM ZPG ZPG RIM ELEVATION 394.2 PIPE DATA: I.E. DIAMETER INLET STUB WA 15' OUTLET STUB 1 389.4' 1 15 CONFIGURATION INLET INLET 2 STORMAVUATER SLOPED LID NO SOUD COVER NO NOTE515PECIAL REQUIREMENTS: INLET GRATE e 4' -9- PERMANENT POOL ELEVATION CARTRIDGE (TYP) SUPPORT 3- CARTRIDGE CATCHBASIN - SECTION VIEW (:��) 2 SM&PL CATCH BASIN MANHOLEn24 — RIM -395.9 ST012WILTERu3 (2) — RIM -394.2 22 LF OF 15' RCP 0 0.91% SLOPE IN V INV IN -389.2 OUT =389. — 387.9 v o� 113�� STORMFILTER DETAILS ACCF55 COVER �i IN51DE RIM ��i�i�i�i�i�i ►�i�i�i�i�i�i�i�i�i�i�i� IN51 RIM IN51DF INSID &-9 THE 5TOKMWATEK WVWMCNT OUTSIDE 3-CARTRIDGE CATCHBASIN TOP VIEW Q AND OTHER US ' F t: CO NITECH DEEP STEEL CATCHBASIN STORMFILTER WM wwmiWH STORMINATER TOP VIEW, NOTES AND DATA 3 SOLUTIONS_ CROWN BMW w.bdmWi.,maft.00m DATE: I1== SCALE: NONE I FILE NIMM: 370M W ff& I DMVft N( C•D IK U Z O S 10 L ON Z:) L Q > > o Lr) Q o o cc) Q pQ c: a � a�U 0 L 04 C � N a) co � °o 3: 0 o r �, o Q U J W W ^ of LL ,G , N SA •so�� �. f ♦ z ) z v� Q °w O� Q� 0 FA V Z J J m Q 40 > Z- LU 0 �UW a > � U QO mW > I�-Q Ale— W0 0 Lu O 0 0 �[ J o 0 U DC pC QQ a U N Q Q W CY DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C29 OF 35 SWMTS THE STOKMWATER MANAG AUNT Sto -mitc® U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHER US. AND FOREIGN PATENTS PENDING 02 CONTT Stormwa* Solutions ® DEEP STEEL CATCHBASIN STORMFILTER WIM SECTION VIEWS 2 STORMAVUATER CROWN BMW SOLUTIONS.. 24 opaibeghOnnnwMrr.Ow DATE:11A1= 18CALE.NONE FU rpm:330M_00DTL DRAWN:IK I CMCKED:IK SM&PL CATCH BASIN MANHOLEn24 — RIM -395.9 ST012WILTERu3 (2) — RIM -394.2 22 LF OF 15' RCP 0 0.91% SLOPE IN V INV IN -389.2 OUT =389. — 387.9 v o� 113�� STORMFILTER DETAILS ACCF55 COVER �i IN51DE RIM ��i�i�i�i�i�i ►�i�i�i�i�i�i�i�i�i�i�i� IN51 RIM IN51DF INSID &-9 THE 5TOKMWATEK WVWMCNT OUTSIDE 3-CARTRIDGE CATCHBASIN TOP VIEW Q AND OTHER US ' F t: CO NITECH DEEP STEEL CATCHBASIN STORMFILTER WM wwmiWH STORMINATER TOP VIEW, NOTES AND DATA 3 SOLUTIONS_ CROWN BMW w.bdmWi.,maft.00m DATE: I1== SCALE: NONE I FILE NIMM: 370M W ff& I DMVft N( C•D IK U Z O S 10 L ON Z:) L Q > > o Lr) Q o o cc) Q pQ c: a � a�U 0 L 04 C � N a) co � °o 3: 0 o r �, o Q U J W W ^ of LL ,G , N SA •so�� �. f ♦ z ) z v� Q °w O� Q� 0 FA V Z J J m Q 40 > Z- LU 0 �UW a > � U QO mW > I�-Q Ale— W0 0 Lu O 0 0 �[ J o 0 U DC pC QQ a U N Q Q W CY DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C29 OF 35 SWMTS REVISIONS BY 0 PRECAST FILTERRA TOP SLAB (TYP) CROWNED FLUME FLUME - SLOPED TOWARDS FILTERRA THROAT PRECAST FILTERRA FILTERRA THROAT TOP SLAB r CURB 4 -6' PRECAST FILTERRA BOX WALL (TYP) ;�.� OPENING (TYP) 4 -6 FILTERRA V A1. , THROAT OPENING _6' OPENING.'• , r DEMIN :,' t;' ,• 4',ti..: CAST -IN -PLACE FLUME & GUTTER (SLOPED TOWARD •;`` , t CAST -� -PUKE DOWEL FILTERRA THROAT) FLUME & GUTTER PRECAST DOWEL (CROWNED AND SLOPED FILTERRA TOWARD FILTERRA THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) -,, 4 -6" CLEAR THROAT OPENING • r 19 a. v .• e 4 �% a • a! CAST -IN -PLACE •' DEPRESSED GUTTER •'• AND THROAT OPENING (BY CONTRACTOR) #4 DOWEL BARS O 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER il• U THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED PRECAST BOX WALL J IMPORTANT FILTERRA FLDWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLDWLINE OTHER) INLET O R MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4 It d L�%1IL�Li�SD��LI® FILTERRA® THROAT OPENING �D�����le AND GUTTER OR FLUME DETAIL us PAT 6,277,274 Cqqdgbt 0 3M by AND 6,569,321 TYF�E Cr aw DA (AC) N *02VIOUS AREA (AC) SM 4 T� 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 F#-TERA 0F4 a~ F3) FILTERRA (F5) -TC -394.5 INLETu4 - RIM -394.0 3 LF OF 4" HDPE eO.5% SLOPE INV INV OUT -391.0 IN -390.9 3 LF OF 4" HDPE 9 0.58 SLOPE i" RCP INV IN -390.9 INV OU T =389.0 FILTERRA (F4) INV OUT -391.0 FL.TMRA (PU FILTERRA (F) -TC -375.0 INLET=6 - RIM -373.0 34 LF OF 4" HDPE e4.41S SLOPE INV INV OUT -371.5 OUT -370. 15" RCP INV OUT - 368.75 FLTlARA �9J F ILTERRA (F 3) - -375.4 INLETu6 - RIM -373.0 27 LF OF 4' HDPE 90.5% SLOPE INV INV OUT -371.9 OUT- 371.76 15" RCP INV OUT - 368.75 F'LTSM t� FILTERRA (F2) - TC -374.9 INLETtt6 - RIM - 373.0 30 LF OF 4' HDPE 90. INV INV OUT -371.4 OUT - 371.25 15" RCP INV OUT - 368.75 ... FILTERRA CURB INLET I_I_L - �� GUTTER FLOW DEPRESSED GUTTER AT THROAT OPENING (TYP) FILTERRA THROAT CURB INLET THROAT -`► GUTTER FLOW FILTERRA BYPASS CURB INLET PLOrlLM SUN IN PLOWUNS FLEWS' ELEVATION VIEW INTERLOCKING FILTERRA UNIT JOINT (TYP) lS � O _ c OUTLET PIPE (BY OTHERS) CONNECT I PO TO STORM DRAIN PERFORATED T EFFLU 2ATER UNDERDRAIN SYSTEM ( -6 � STRUCTURE BY AMERICAST EFFLUENT IN (MUST BE LOWER) CROSS SECTION STORMWATER STRUCTURE MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DATE: 07 -07 -06 DWG: FLP -2 d L ILS'Li�SD�Lr J U® FILTERRAS TYPICAL FLONILINE fi������ ao�omrtiAm.�rt AND OULET PIPE RELATIONSHIP PAT 6,277,27 US AND 6.569.321 fi terra Fllterra Standard Plan Notes Construection & InstaUation A. Each twtit shall be constructed at the locations and elevations according to the sizes shown t on 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 tthe 2x4 wood provided, to prevent any contamination from the site. All internal fittinggs supplied (if arty), 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 matchiung the final grade of the curb line in the area of the unit. The unit to be placed such thhat the unit and top slab match the grade of the curb in the area of the unit. Compelact undisturbed sub -grade materials to 95% of maximum density at +l - 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlett connections shall be aligned and sealed to meet the approved drawings with modifiacations necessary to meet site conditions and local regulations. E. Once tithe unit is set, the internal wooden farms and protective mesh cover must be left intact., Remove only the temporary wooden shipping blocks between the box and top slab. Tfhe 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 boardss sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authhorized dealer) will remove these sections at the time of activation. Backfilling shouldi be performed in a careful manner, bringing the appropriate fill material up in 6" li8s on all sides. Precast sections shall be set in a manner that will result in a watertitight joint. In all instances, installation of Filterra unit shall conform to ASTM speeifiacation C891 "Standard Practice for Installation of Underground Precast Utility Structuures ", unless directed otherwise in contract documents. F. Curb eand gutter construction (where present) shall ensure that the flow -line of the Filterraa units is at a greater elevation than the flow -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 FFilterra unit must receive adequate irrigation to ensure survival of the living systems during periods of drier weather. This may be achieved through gutter flow or througbh the tree grate. 06 ww w.tilterra.com Toil Free: (866) 34345 NOTE REFER TO LANDSCAPE PLAN FOR PLANT REQUIRED FOR FILTERRA 2 6- � W -� I � 6" � r - - - - -- -- - - - -�- I I I i i I I I I ' ' I A I I I I I I J j I I j I I I I L - - - - -- - - - - - -L m SDR -35 PVC COUPLING PLAN VIEW - '�"J TREE GRATE QTY & SIZE J L - f COVER PLAN VIEW TREE FRAME & GRATE CAST IN STANDARD TRANSITION FROM ELEV 'A' MUST CURB AND STANDARD TO BE HIGHER GU (TYP) DEPRESSED GUTTER (TYP) SLOPE THAN ELEV 'B' - �� GUTTER FLOW DEPRESSED GUTTER AT THROAT OPENING (TYP) FILTERRA THROAT CURB INLET THROAT -`► GUTTER FLOW FILTERRA BYPASS CURB INLET PLOrlLM SUN IN PLOWUNS FLEWS' ELEVATION VIEW INTERLOCKING FILTERRA UNIT JOINT (TYP) lS � O _ c OUTLET PIPE (BY OTHERS) CONNECT I PO TO STORM DRAIN PERFORATED T EFFLU 2ATER UNDERDRAIN SYSTEM ( -6 � STRUCTURE BY AMERICAST EFFLUENT IN (MUST BE LOWER) CROSS SECTION STORMWATER STRUCTURE MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DATE: 07 -07 -06 DWG: FLP -2 d L ILS'Li�SD�Lr J U® FILTERRAS TYPICAL FLONILINE fi������ ao�omrtiAm.�rt AND OULET PIPE RELATIONSHIP PAT 6,277,27 US AND 6.569.321 fi terra Fllterra Standard Plan Notes Construection & InstaUation A. Each twtit shall be constructed at the locations and elevations according to the sizes shown t on 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 tthe 2x4 wood provided, to prevent any contamination from the site. All internal fittinggs supplied (if arty), 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 matchiung the final grade of the curb line in the area of the unit. The unit to be placed such thhat the unit and top slab match the grade of the curb in the area of the unit. Compelact undisturbed sub -grade materials to 95% of maximum density at +l - 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlett connections shall be aligned and sealed to meet the approved drawings with modifiacations necessary to meet site conditions and local regulations. E. Once tithe unit is set, the internal wooden farms and protective mesh cover must be left intact., Remove only the temporary wooden shipping blocks between the box and top slab. Tfhe 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 boardss sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authhorized dealer) will remove these sections at the time of activation. Backfilling shouldi be performed in a careful manner, bringing the appropriate fill material up in 6" li8s on all sides. Precast sections shall be set in a manner that will result in a watertitight joint. In all instances, installation of Filterra unit shall conform to ASTM speeifiacation C891 "Standard Practice for Installation of Underground Precast Utility Structuures ", unless directed otherwise in contract documents. F. Curb eand gutter construction (where present) shall ensure that the flow -line of the Filterraa units is at a greater elevation than the flow -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 FFilterra unit must receive adequate irrigation to ensure survival of the living systems during periods of drier weather. This may be achieved through gutter flow or througbh the tree grate. 06 ww w.tilterra.com Toil Free: (866) 34345 NOTE REFER TO LANDSCAPE PLAN FOR PLANT REQUIRED FOR FILTERRA 2 6- � W -� I � 6" � r - - - - -- -- - - - -�- I I I i i I I I I ' ' I A I I I I I I J j I I j I I I I L - - - - -- - - - - - -L m SDR -35 PVC COUPLING PLAN VIEW L CAST INTO PRECAST BOX WALL TREE GRATE QTY & SIZE (OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST TREE FRAME & GRATE CAST IN (NOT SHOWN GALVANIZED CAST IN TOP SLAB TOP SLAB FOR CLARITY) ANGLE NOSING TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) °D (BY OTHERS) 8' -0" 6' -0" (1) 44 STREET 10 x 6 a o '• I io iv 12 x 4 12' -0" DOWEL BARS (2) 30 4" SDR -35 PVC 12 x 6 O 12" O.C. 6' -0" (2) 44 6" SDR -35 PVC 13 x 7 FILTER MEDIA PROVIDED 7' -0" (2) 44 6" SDR -35 PVC BY AMERICAST PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM UNDERDRAIN STONE PROVIDED BY AMERICAST SECTION A -A BY AMERICAST DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6' -0" 4' -0" (1) 30 4" SDR -35 PVC 8 x 4 8' -0" 4' -0" (1) 30 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) 30 4" SDR -35 PVC 12 x 6 12' -0" 6' -0" (2) 44 6" SDR -35 PVC 13 x 7 13' -0" 7' -0" (2) 44 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 4 j 0280M91ze PRECAST FILTERRAS UNIT fikerra" NARROW WIDTH CONFIGURATION Copyright O 2007 by Amciceu AND 8,589,32 US PAT 6.277,2 1 Activation [ te fra 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 Filterre 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 INLET SHAPING (BY OTHERS) A CURB (BY OTHERS) U Z Q (b O oN U a) O� •� �Q p NCO L o Q L ('f) Y 0 � C y- CV Q) � q 00 C3 CC) 6 N 4- ON FE O a) Z Q 0 ) 0 J 11J W ^ W I..IL U- I l EG,r11A ��'seo ♦ v ¢ o ���, a to M Q 0 ♦-� Q j® Asp V Z J U J _ m J J W Q Q Z W U � 0L Cr) - W C) rI CL -J :E >,; C0 m lU > U v .. Z� W Z Q >a3: O 0 0 0�0� D Q a � Q Q U J L_JL. A. Each correctly installed Filterra® 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. 06/2&05 www.iliterra.com Toll Free: (865) 3435J58 of tol FILTERRA DETAILS r-a ' - • , . , .. _ _ PRECAST i TOP SLAB • d • a DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NITS SHEET Cr C30 35 SHEETS �o ONE -WAY, ISLAND SIGN ONE -WA SIGN HIGHWAY r SYMBOL — s ROUTE 250 - RICHMOND ROAD (9 0 R /W) --------------------------------------------- R/W MONUMENT IPF 5/8" IPS 5/8" 149.86' TIE FOUND REBAR REBAR S 89'56'19" E — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IPF1 /2„ c I��� i!9C� I� 1� d ►r..1t'� /� ►� 1 �!��� l�'jC� ►� •� 1�' f. ►► /1.� • �p��;•, y,� ►t ►� ►t ►��•t►�� �►t►�.t��►t� t►.�►t►�rti,�►t►� ►t►�. ►.�►f�,�►t►�� t►�► ►�►f��►�►�►t►�►!►'A ►l ►t0�►t0� ►!►�' ' • ' • t ►� t1� t1� t► t ►� `•�► t1� t ►� try► .t ►� t ► � t1 � �i . t ► � t ►� t ► � v ,!► t A AX ' �1� t►� t ►� �.. _. Jim_ �(� _.J. _.J►._��1�_ I1� 1. _� Ji. �1. _��� REL DIIG MONUMENT SIGN SE;Z6<K LINE '.+ i ., 20' DRAINAGE E4O j � �ii E__ - 1 LOCATIO :••• • •• I�/ • Al�L'�7•�1�.�� ► \� tr �jt ►�1 j •y�'C IL, +"�� ��. •� 1l „� �� �..::In�:I -. -1� ►�� ► ►i gal: t► ►1► I ►► ►\ \1�rt►I�t ►�. \� ,� • .� �► Jit► Jit►,'►. t► �:: ��.: b► �: St��” Jii►�j�tO.�itr�''� "•S�►'.I�t►�a y� Ell — ..---- ,__,_�. ,.. Li - ■■■ ■■ - • h • I .. ♦ — �► �� 4 ■ ■■ ■ ■■ 11111111 I � �� ��, ���� III r■■ �..■ o % //J � ■ / 01 E'0� - • :•• •� •• • .n� . O� c. f r ■ a . • • •' •• � ��� I �•�j QI • : 3098-198 ZONING: TURF • DRAINAGE SYMBOL CODE s --------------------------------------------- R/W MONUMENT IPF 5/8" IPS 5/8" 149.86' TIE FOUND REBAR REBAR S 89'56'19" E — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IPF1 /2„ c I��� i!9C� I� 1� d ►r..1t'� /� ►� 1 �!��� l�'jC� ►� •� 1�' f. ►► /1.� • �p��;•, y,� ►t ►� ►t ►��•t►�� �►t►�.t��►t� t►.�►t►�rti,�►t►� ►t►�. ►.�►f�,�►t►�� t►�► ►�►f��►�►�►t►�►!►'A ►l ►t0�►t0� ►!►�' ' • ' • t ►� t1� t1� t► t ►� `•�► t1� t ►� try► .t ►� t ► � t1 � �i . t ► � t ►� t ► � v ,!► t A AX ' �1� t►� t ►� �.. _. Jim_ �(� _.J. _.J►._��1�_ I1� 1. _� Ji. �1. _��� REL DIIG MONUMENT SIGN SE;Z6<K LINE '.+ i ., 20' DRAINAGE E4O j � �ii E__ - 1 LOCATIO :••• • •• I�/ • Al�L'�7•�1�.�� ► \� tr �jt ►�1 j •y�'C IL, +"�� ��. •� 1l „� �� �..::In�:I -. -1� ►�� ► ►i gal: t► ►1► I ►► ►\ \1�rt►I�t ►�. \� ,� • .� �► Jit► Jit►,'►. t► �:: ��.: b► �: St��” Jii►�j�tO.�itr�''� "•S�►'.I�t►�a y� Ell — ..---- ,__,_�. ,.. Li - ■■■ ■■ - • h • I .. ♦ — �► �� 4 ■ ■■ ■ ■■ 11111111 I � �� ��, ���� III r■■ �..■ o % //J � ■ / 01 E'0� - • :•• •� •• • .n� . O� c. f r ■ a . • • •' •• � ��� I �•�j QI • : 3098-198 ZONING: TURF • DRAINAGE I q Y V =� III III IN w rr II I N I N II It �__------ ____� i II Iq I III IN 21- -- I I I I I 1 L_ II I L --- - - - - -- N SYMBOL CODE SCIENTIFIC NAME - REQUIRED PLANTING, FOR FILTERRA UNITS SHALL BE PROVIDED BY O 1 V EASEMENT - PLAN SITE (SDP- 08 -38) FOR PLANTING ALONG EAST SIDE OF PARCEL 15. S OWN -ALL SITE PLANTINGS OF II i it TO REACH, I II I I I I II 1 N C w III I 3: 0 CROWN BMW 4- CL. III II IF ^ Z ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Z 111 F - III I F R£ II 1 DETENTION SYST o �� PIM — ACER RUBRUM I m III SERVICES III III I D 0]N N� I III W I BUILDING 14,269 SF SHOWN I A44 n CARPINUS CAROLINIANA Lu 0 Eo 2.5" CALIPER, g' MIN. HT. S OWN O I N I II II L R I I I N FFE 39 0 II III I I NI II (EXISTING STORM I DRAIN EASEMENT 3.5" CALIPER, 8' MIN. HT. I `• ".'� "` '• / N M 'PRINCETON' r1l M N BEB II b 3350 -624 N I I IPF /8 35-QB N II s i t i w' W i q RE R O M �;; `` II ► 1 .B. I III I ZELKOVA JAPANESE N ► II 20-DB / I q Y V =� III III IN w rr II I N I N II It �__------ ____� i II Iq I III IN 21- -- I I I I I 1 L_ II I L --- - - - - -- N — _7► I III I- ____ /:______= I (I II IIII - 1T1 - �q Ilr --- ---------- - - --II 1 l I III I II II I III II � = == -------- -----�==== — =—___� � II I r =L — — 111 II ---- - - - - -- = IP 5/8 II EAR l � I III _ I II I IN I III I I III EXISTING TREES III I I I N ( TO REMAIN III �-►II III IN 111 �_1 ((� III III I III II III I N II 1 II 111 _-- -- - - - - -� — — — — — III III I II 111111 = = = =— _= _= = = = = =_ =JJ III III I III III —_ — ----- = =____ °� II III II 1 � II I III � L ll III I II 1� III LL- _ _— - --- — — — — — — — — — — — — — — — — — — — A � _ D • • FILTE UNITS SH ALL BE - • TREE P ROTECTIO N FENCE _4 X X 59' DRAINAGE EASEMEN d�v TREE PROTECTION FENCE 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 12EGAl2DINJG TREE SPECIES FOR EXISTING TREES ALONG ROUTE 250 (ON EXISTING CROWN BMW SITE) SHOWN IN THIS DRAWING IS BASED ONE APPROVED PRELIMINARY PLAN PREPARED BY Sl­HEERAN ARCHITECTS, DATED 10/26/98, AND :SIZE HAS BEEN SHOWN FROM BEST ESTIMATIOI USING CURRENT PHOTOGRAPHS OF THESE TREES. NOTE: A LOW MAINTENANCE, NON - GRASSED GROUNDCOVER SHALL BE PROVIDED ON ALL SLOPES STEEPER THAN 3 :1. NOTES: SYMBOL CODE SCIENTIFIC NAME - 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. S OWN -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED) AT, I I1 I I IS c ° I UNDERGROUND �i ^ Z ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Z q l I N _ DETENTION SYST o �� PIM PM ACER RUBRUM AUTUMN BLAZE 2.5" CALIPER, 8 • MIN. NT. AS I D 0]N N� 'AUTUMN BLAZE' RED MAPLE m SHOWN I A44 n CARPINUS CAROLINIANA Lu 0 Eo 2.5" CALIPER, g' MIN. HT. S OWN ( �wN f �" I II II L �o� 8 + in ° ro ULMUS AMERICANA NI II (EXISTING STORM I DRAIN EASEMENT 3.5" CALIPER, 8' MIN. HT. I `• ".'� "` '• / N M 'PRINCETON' r1l M N BEB II b 3350 -624 i w' W O M �;; `` .B. I III I ZELKOVA JAPANESE 3.5" CALIPER, / I JZ In w ZELKOVA I SHOWN 1 BEB N AMELANCHIER SHADBLOW 2.5" CALIPER, AS II SB SB CANADENSIS SERVICEBERRY 8' MIN. HT, SHO WN I / FILTE RA UNITS BEB 46 Q CL CLETHRA SWEET 24" MIN. HT. 4' ALNIFOLIA PEPPERBUSH 5 -DB O.C. 106 — _7► I III I- ____ /:______= I (I II IIII - 1T1 - �q Ilr --- ---------- - - --II 1 l I III I II II I III II � = == -------- -----�==== — =—___� � II I r =L — — 111 II ---- - - - - -- = IP 5/8 II EAR l � I III _ I II I IN I III I I III EXISTING TREES III I I I N ( TO REMAIN III �-►II III IN 111 �_1 ((� III III I III II III I N II 1 II 111 _-- -- - - - - -� — — — — — III III I II 111111 = = = =— _= _= = = = = =_ =JJ III III I III III —_ — ----- = =____ °� II III II 1 � II I III � L ll III I II 1� III LL- _ _— - --- — — — — — — — — — — — — — — — — — — — A � _ D • • FILTE UNITS SH ALL BE - • TREE P ROTECTIO N FENCE _4 X X 59' DRAINAGE EASEMEN d�v TREE PROTECTION FENCE 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 12EGAl2DINJG TREE SPECIES FOR EXISTING TREES ALONG ROUTE 250 (ON EXISTING CROWN BMW SITE) SHOWN IN THIS DRAWING IS BASED ONE APPROVED PRELIMINARY PLAN PREPARED BY Sl­HEERAN ARCHITECTS, DATED 10/26/98, AND :SIZE HAS BEEN SHOWN FROM BEST ESTIMATIOI USING CURRENT PHOTOGRAPHS OF THESE TREES. NOTE: A LOW MAINTENANCE, NON - GRASSED GROUNDCOVER SHALL BE PROVIDED ON ALL SLOPES STEEPER THAN 3 :1. NOTES: SYMBOL CODE SCIENTIFIC NAME - 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. S OWN -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. 42',' DRAINAGE / Q OF 1 /2 REBAR DE ICA ED I u O / 2 -CH PARCEL# 07800 00 00 01500 I �/ N / I I TU F ASTAR ASB VA2 LLC I Ib / D.B. 2793 -81 ZONING: HIGHWAY COMMERCIAL � 9I N 1.769 AC 17 -CL 1 3 I SITE 4b 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 AREA HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ON CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES 'MARKED FOR FREE. 4 -CL ► I ^ I ' I I� I� W T� � � I � I 7 ° DRAINAGE EASEMENT 20' I DRAINAGE I / EASEMENT SB •I IPF 1 w F __ 1 1 REBAR z =x = -x x —x —x — _x — x— x— x— x —x--_7 N 89'54'54" E 275.23' TIE PLANT LIST QUAN SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING 12 Ind W QUERCUS PHELLOS WILLOW OAK 3.5" CALIPER, 8' MIN. HT. S OWN BEB 10 PIM PM ACER RUBRUM AUTUMN BLAZE 2.5" CALIPER, 8 • MIN. NT. AS 'AUTUMN BLAZE' RED MAPLE BEB SHOWN 3 A44 AH CARPINUS CAROLINIANA AMERICAN HORNBEAM 2.5" CALIPER, g' MIN. HT. S OWN BBB 8 + UA ULMUS AMERICANA 'PRINCETON' ELM 3.5" CALIPER, 8' MIN. HT. AS SHOWN 'PRINCETON' BEB ZELKOVA JAPANESE 3.5" CALIPER, AS 4 JZ SERRATA ZELKOVA 8' MIN. HT. SHOWN BEB AMELANCHIER SHADBLOW 2.5" CALIPER, AS II SB SB CANADENSIS SERVICEBERRY 8' MIN. HT, SHO WN BEB 46 Q CL CLETHRA SWEET 24" MIN. HT. 4' ALNIFOLIA PEPPERBUSH 5 GAL. O.C. 106 Q DB ILEX CORNUTA DWARF 24" MIN. HT. 4' -0" DWARF BURFORD' BURFORD HOLLY 5 GAL. O.C. 103 0 CH ILEX CORNUTA CARISSA 24" MIN. HT. 4'-0 CARISSA' HOLLY 5 GAL. O.C. 5 ® BB CEPHALANTHUS BUTTONBUSH 24" MIN. HT. AS OCCIDENTALIS 5 GAL. SHOWN 650 ® PH HEDERA HELIX ENGLISH IVY 2.25" POT I' O.C. 64 ANNUALS 2.25" POT 0' -10" O.C. 2 • EX. RUBRUM COLUMNARE 5" CALIPER AS TREE COLUMN 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 ; i� PLAN 1,( �J 60 REVISIONS FE3Y U Z Q o LL c u_ > a 1[) o u-00 Q c � oU cnc��, C L I J U) .-I c N �- c� O� O — �' c N Q C CD � W W W O[ U- � N Aooso� 0 Q z d © Ova s oiaoo ® V _Z 0 U D W Q Q > Z� W U � 0 W CID C CD m lU > � v z � (f) O (D i5 W Uj O ~ 05 O 2 10 U ~ °W° Q Q Q CL _ ' U �C4 Q W DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE I" • 30' SHEET c 3 OF 35 SWEETS \\4 I PLANT LIST LANDSCAPE NOTES REVISIONS BY QUAN SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE SPACING to SHALL BE 1 -2 INCHES ABOVE EXISTING GRADE 3 INCHES MULCH O 0 ( SEE LANDSCAPE NOTES 12 W W QUERCUS WILLOW OAK 3.5" CALIPER, 8' M HT. AS N BACKFILL MIX / PHELLOS - TREE TRUNK SHRUB PLANTING SHOWN N.T.S. DEPENDING ON SIZE OF TREE SPADE PLANVIEW 10 RM RM ACER RUBRUM AUTUMN BLAZE 2.5" CALIPER, 8' MIN, HT, AS AUTUMN BLAZE' RED MAPLE BEB SHOWN 3 A°H AH CARPINUS AMERICAN 2,5" CALIPER, AS CA20LINIANA HORNBEAM 8' MIN, HT. SHOWN BBB 8 + UA ULMUS AMERICANA 'PRINCETON' ELM 3.5" CALIPER, 8' MIN. HT. AS SHOWN 'PRINCETON' BEB 4 JZ ZELKOVA JAPANESE 3.5" CALIPER, AS SERRATA ZELKOVA 8' M HT. SHOWN .� o - II SB SB AMELANCHIER SHADBLOW 2.5" CALIPER, 8' MB IN. HT. AS CANADENSIS SERVICEBERRY SHOWN 46 Q CL CLETHRA SWEET 24" MIN. HT. 4` 0" ALNIFOLIA PEPPERBUSH 5 GAL. O.C. 106 Q DB ILEX CORNUTA DWARF 24" MIN. HT. 4'-0" DWARF BURFORD' BUPFORD HOLLY 5 GAL. O.C. 103 CH ILEX CORNUTA CARISSA 24" MIN. HT. 4'-0" CARISSA' HOLLY 5 GAL. O.C. 5 ® BB CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 24" MIN. HT. 5 GAL. AS SHOWN 650 ® HH HEDERA HELIX ENGLISH IVY 2.25" POT 11-0" O.C. 64 ANNUALS 2.25" POT 0,-10" O.C. 2 ® EX. RUBRUM COLUMNARE 5" CALIPER AS TREE ' COLUMNARE' RED MAPLE (EXISTING) SHOWN Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER 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) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. Top o ro grade t 2" (5cm) below fin INSTALLATION SEQUENCE: 1. Prepare base and subgrode Concrete 2. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) '° below finish grade of top of curb. Compacted crushed base 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. Subgrade compaction 5. Place form material against barrier (It may be Typical DeepRoot UB 24 -2, nailed from the outside of the form) optional use of UB 18 -2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE: WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE 1. Prepare base and subgrode 2. Trench to appropriate depth for BARRIER INSTALLED IN A TRENCH IN SUBGRADE installation of root barrier so that WHICH IS THEN COMPACTED. BARRIER IS SET top of barrier is 2" (5cm) below SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or COMPACTED BASE (or halfway between base halfway between top of compacted base and finish grade of SW). BARRIER RIBS and finish grade of SW) FACE TOWARD TREE ROOTS. 3. Place root barrier in trench, vertical „ Concrete ribs must face toward tree roots. 4. Backfill and compact to requirements. G , 5. Place form material against barrier (It may be nailed from the outside of the form) Subgrade compaction ' Compacted crushed base. Typical DeepRoot UB 24 -2 optional use of UB 18 -2 „ To of root barrier 2" G ° (5cm) below finish n < grade of curb a Base 5/8" (16mm) 1 DeepRoot UB 24 -2, Typical DeepRoot UB 24 -2. Optional use of UB 18 -2. UB 18-2 or LB 12 -2 Minimum 6 panels or 12 linear feet (3.66m). BOOT BARRIER DE TAIL MULCH SHALL BE KEPT 2 -3 INCHES AWAY FROI TREE TRUNK TOP OF ROOTBALL SHALL BE 2 -3 IN( ABOVE EXISTING GI PLAN 8" 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WARE 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 d1 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. PLAN 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 k ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. MULTI -TRUNK TREE P LANTING -E1 N.T.S. APB LANDSCAPE CALCULATION 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 LAN DSCAPE CALCULATION STREET STREETS: 350 LF / 50 - 7 LARGE SHADE TREES REQUIRED = 7 PROVIDED = 10 LARGE SHADE TREES 247 LF / 40 = 6.2 MEDIUM SHADE TREES REQUIRED - 7 PROVIDED - 8 MEDIUM SHADE 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 NEED MAT (AOSPE � ul B" 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 W STEEL TEE POST- 3 REQUIRED AT 120' 3 INCHES MULCH 4 INCH DEEP SAUCER BACKFILL MIX COMPACTED SUBGRADE UNDISTURBED SUBSOIL REMOVE BURLAP k 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. 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 BU12LAPPED 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 TO1 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. 11. 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. MULCH SHALL BE KEPT PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT 2 -3 INCHES AWAY FROM LEADERS, AND BROKEN OR DEAD BRANCHES. SOME SHRUB TRUNK TOP OF ROOTBALL to SHALL BE 1 -2 INCHES ABOVE EXISTING GRADE 3 INCHES MULCH O 0 ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH) 2 -PLY RUBBER HOSE ' IF SHRUB IS B k B. THEN Z REMOVE BURLAP k ROPE AT TREE FROM TOP 1/2 OF BALL N BACKFILL MIX / UNDISTURBED SUBSOIL - TREE TRUNK SHRUB PLANTING N.T.S. Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER 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) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. Top o ro grade t 2" (5cm) below fin INSTALLATION SEQUENCE: 1. Prepare base and subgrode Concrete 2. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) '° below finish grade of top of curb. Compacted crushed base 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. Subgrade compaction 5. Place form material against barrier (It may be Typical DeepRoot UB 24 -2, nailed from the outside of the form) optional use of UB 18 -2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE: WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE 1. Prepare base and subgrode 2. Trench to appropriate depth for BARRIER INSTALLED IN A TRENCH IN SUBGRADE installation of root barrier so that WHICH IS THEN COMPACTED. BARRIER IS SET top of barrier is 2" (5cm) below SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or COMPACTED BASE (or halfway between base halfway between top of compacted base and finish grade of SW). BARRIER RIBS and finish grade of SW) FACE TOWARD TREE ROOTS. 3. Place root barrier in trench, vertical „ Concrete ribs must face toward tree roots. 4. Backfill and compact to requirements. G , 5. Place form material against barrier (It may be nailed from the outside of the form) Subgrade compaction ' Compacted crushed base. Typical DeepRoot UB 24 -2 optional use of UB 18 -2 „ To of root barrier 2" G ° (5cm) below finish n < grade of curb a Base 5/8" (16mm) 1 DeepRoot UB 24 -2, Typical DeepRoot UB 24 -2. Optional use of UB 18 -2. UB 18-2 or LB 12 -2 Minimum 6 panels or 12 linear feet (3.66m). BOOT BARRIER DE TAIL MULCH SHALL BE KEPT 2 -3 INCHES AWAY FROI TREE TRUNK TOP OF ROOTBALL SHALL BE 2 -3 IN( ABOVE EXISTING GI PLAN 8" 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WARE 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 d1 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. PLAN 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 k ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. MULTI -TRUNK TREE P LANTING -E1 N.T.S. APB LANDSCAPE CALCULATION 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 LAN DSCAPE CALCULATION STREET STREETS: 350 LF / 50 - 7 LARGE SHADE TREES REQUIRED = 7 PROVIDED = 10 LARGE SHADE TREES 247 LF / 40 = 6.2 MEDIUM SHADE TREES REQUIRED - 7 PROVIDED - 8 MEDIUM SHADE 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 NEED MAT (AOSPE � ul B" 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 W STEEL TEE POST- 3 REQUIRED AT 120' 3 INCHES MULCH 4 INCH DEEP SAUCER BACKFILL MIX COMPACTED SUBGRADE UNDISTURBED SUBSOIL REMOVE BURLAP k 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. 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 BU12LAPPED 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 TO1 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. 11. 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. METAL TEE STAKES (3) PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT TOP OF ROOTBALL LEADERS, AND BROKEN OR DEAD BRANCHES. SOME WHITE FLAGGING (TYP.) INTERIOR TWIGS AND LATERAL BRANCHES MAY BE to PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE O 0 APPROVAL OF THE LANDSCAPE ARCHITECT WHITE FLAGGING (TYP.) COVER SAND RING WITH 3" OF MULCH. KEEP MULCH 2 -3' FROM TRUNK OF TREE L�� I SAND RING 3'Hxl2'w \ I r + 7" TOTAL MULCH AND SAND I WASH SAND INTO AIR POCKETS TREE SPADE ROOT BALL (SIZE VARIES WITH SIZE OF TREE SPADE) MARK THE NORTH SIDE OF THE TREE IN THE FIELD, BEFORE TRANSPLANTING, AND WHEN TRANSPLANTING ROTATE TREE TO 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. oe Lj ICI 101 LANDSCAPE DETAILS U z - z Q) O Q U �0N c L � > D Q�Q orna0p (3 o U Lo cn c°0 °o C � � c0 x q a ON FE 0 a� o Z Q o, U W W W a U_ 1Z' � U � .id�� U <® ®� Q C� • u� Z a c G1� �IJ V z 0 U J m Q W ft () Ll1 Q S > J U�co mW> z zo �o W L cu �- > a 0 1 ­- �W 2 O DC Q a CL Z )_0 U R I " vi Q Q U j ' Ci DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C32 OF 35 SHEETS IMPORTANT NOTE: Tree location must align with "as- built" center of barrier. METAL TEE STAKES (3) DOUBLE STRAND 12 GAUGE WIRE WHITE FLAGGING (TYP.) to O O 0 12" LENGTH, 1" DIA 2 -PLY RUBBER HOSE V - 6" O O AT TREE O / - TREE TRUNK VARIES DEPENDING ON SIZE OF TREE SPADE PLANVIEW MARK THE NORTH SIDE OF THE TREE IN THE FIELD, BEFORE TRANSPLANTING, AND WHEN TRANSPLANTING ROTATE TREE TO 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. oe Lj ICI 101 LANDSCAPE DETAILS U z - z Q) O Q U �0N c L � > D Q�Q orna0p (3 o U Lo cn c°0 °o C � � c0 x q a ON FE 0 a� o Z Q o, U W W W a U_ 1Z' � U � .id�� U <® ®� Q C� • u� Z a c G1� �IJ V z 0 U J m Q W ft () Ll1 Q S > J U�co mW> z zo �o W L cu �- > a 0 1 ­- �W 2 O DC Q a CL Z )_0 U R I " vi Q Q U j ' Ci DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE NTS SHEET C32 OF 35 SHEETS IMPORTANT NOTE: Tree location must align with "as- built" center of barrier. -tee 39C 4.25' OBJECT 370 360 DATUM ELEV 355.00 0 +00 2010 MTV] 3 +00 SIGHT DISTANCE LINE PROFILE ALONG PANTOPS PARK DIRIVE 4 +00 4.25' OBJECT Ell wa 390 0 Lo N W H 0 u DATUM ELE0 380.00 p 0 0 Q EXISTING GRADE 4 1 .032 — -- - - - -- — — \ �y \ \ 200 C3 \ \ O/ STq _ 1 W _ 200 F z i W w CL u- w 0 \ N 0 W 6 c� _ \ .5' / — EXISTING 0 (o J d YE T / GRADE 0 0 0 + Q Q Q Q U) U) \ / PROPOSED 1 GRADE ALONG SIGHT / LINE 2010 MTV] 3 +00 SIGHT DISTANCE LINE PROFILE ALONG PANTOPS PARK DIRIVE 4 +00 4.25' OBJECT Ell wa 390 0 Lo N W H 0 u DATUM ELE0 380.00 p 0 0 Q EXISTING GRADE 4 1 .032 -�� 2 44 \ �y _ rn W F z W w CL u- w 0 w 0 W 6 c� 0 (o J d W J 0 0 0 + Q Q Q Q U) U) 0 +00 Kol PROPOSED GRADE ROUTE 250 ENTRANCE CENTERLINE PROFILE SCALE: Y' HORIZONTAL SCALE: I" = 30' 0 �l VERTICAL SCALE: I" = 3' ROAD PROF REVISIONS I BY U Z , -11 , o G ` �� C CV Q (D LL t} In Q�Q o� ac) c: a _0 �0 qco 3: co x N .- o �0 Z a_> W W W U u- � l , G�N� A �''�' 0 • % c • Q Q � • i � 2 0 c % o.0 e V _Z 0 J_ U J J m Q , > 4 R W J U >� co W> Cn W a -- z UJ oy (D o C L 0 F .. � 0 2 � 01 Q Q A U �C,4 � Q Q W 0[ DRAWN AK CHECKED CAG DATE AUGUST 22, 2011 SCALE AS SHOWN SHEET c 3 3 OF 35 SHEETS 575'' TO 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 5751* T @Nb ORA'E 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 0.0 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. - ...... -� - - - -- - - -- -- -- • - -- 0.1 0.1 0. 0.0 0.0 0.0 0.1 0.1 nj�� gill DID 10M 0.0 0.0 0.0 0.0 0.0 -_ __ __._ __ 0.0 0.0 0.0 0.0 - 0.2 0.1 di 1V[H 14 g 1 9 2.9 8. _ = 15 0.0 0.0 0.0 0.0 0.0 0.2 0.9 0.8 _ 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. i�.0 1.4 1.8 3.1 7.9 - .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 8.2 8.0 �K► 7.7 2.9 1 0.5 0.2 - - --F B 1.7-- - -2:5^ _ 2:7- --44 -- -4:a - -1 - � 8 - - -3 •a-- 31_ Isis.._. - -0 4 ..._ 8 . 0.0 0.0 0.0 .0 0 . 0 SETBACKLINE� - -- i 1 2� 8.1 5.5 5.9 8.8 5.5 2.6 1.9 2.5 3.5 3.7 3.8 2 .8 1.6 .4 2. 2.5 2.1 1.1 .7 0.7 1.0 2.0 2 2.3 1.4 1.2 1.6 2.7 1.7 2.7 1.8 1.2 1.3 2.2 2.0 1 0.5 0.2 k 0.0 0.0 0.0 � .0 0.1 .3 1.5 .7 3.0 4.8 4.3 3 2.1 A 1.0 .2 1. 1.0 1.0 0.6 .5 0.5 0.6 1.0 1 1 0.8 0.8 1.0 1.3 0.7 1.3 0.9 0.8 0.8 1.1 1 1 1.0 0.3 0.2 1 � 0.0 0.0 0.0 .0 0.1 .2 1.2 .7 .5 4.1 3.9 5.4 Ma 2 5. 9 1. 12 0.7 .7 0. 0.4 0.4 0.3 .2 0.2 0.3 0.3 0.3 3 .3 .4 0.4 0.3 0.4 0.3 0.3 0.3 0.4 0 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 .2 1.0 3.1 .3 3.2 3.8 5. 8.8 5.4 I-T 1 1 1 4 I ' 4 1 1 7 1.1 0.3 0.2 0.0 O. .1 0.1 0.1 0.1 0.1 .1 0 1 .1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0., 0.0 ( j „ 0.0 I .0 0.0 0.7 2.4 3'7 4.9 6.4 9. F r 1.3 1.0 0.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. 0.0 1 iI I ~ F� 0.0 �.m O.o 0.0 0.0 0 0., 0.3 I H =14 D Z (,) i } 4 27 0.5 0.2 0.1 0.0 0.0 0.0 .0 0.0 I��6.0 0.0 �0.0 0.0 0. 0.1 0.1 . ` 4 0.5 0.2 0.1 0.1 0.0 0.0 .0 .0 0.0 0. 0.0 �.� 0.0 I X0.0 0.0 0. 0.0 0.1 - - - - -- xr 0.0 i I 2. 1.6 0.3 0.1 0.1 0.0 0.0 .0 .0 .0 0. ( 0.0 0.0 0. 0.0 0.1 W D3 I 2' 3 0. 0.4 0.1 0.1 0.0 0.0 .0 0. O VERHANG W DEPT. I FIRE ' CONNECTION 2 , a .ou 0.0 1 0.0 0.0 0. 0.0 0.1 FF 4D4.94 z0. 0.0 I o.O 0.1 0.2 5 7. 8.9 1 2.8 1.0 0.2 0.1 0.1 0.1 0.0 .0 .0 lC. METER i n- O CROWN BMW 8.4 4.3 2.0 0. 0.2 0.2 0.1 0.1 0.1 1.0 0.0 .0 0.0 M BUILDING 0.0 1p.0 0.0 0.0 0.1 0.4 13 r 4.7 5.3 3.4 1 RETAIL PARTS 8t 4 t �, SERVICE BUILDING 3.5 .5 0.8 0.4 0.9 .3 0.1 .o o.o � 1 0.0 �. � 0.0 � 0.0 0.1 0.4 10 i 2.8 3.7 3.3 14,269 SF l FFE =397.0 I 2.1 1.9 1.1 0.7 2.3 .5 6.5 5.983.8 .0 0.1 .0 0.0 0 0.0 0.� 0.0 10.0 0.1 0.2 07 .7 2.7 1 2.6 3.3 4.7 I { CONC FF 310.46 SA 3W.50 D I Mir SA Y WD3 1.5 1.3 0 3. 3 .0 0.0 0.0 0.0 0.0 0.0 0.1 6 .2 3.9 6.0 --- - - - --- �- � 2.1 2.0 1.2 2.3 8. 1 .3 13.9 12.5 0.2 0 .9 GREA 0.3 .1 0. 0.0 -- 0.0 0.0 t .0 0.0 0.2 1 0 � 8.1 GREASE OVERHANG 4 2.7 3.8 3.9 2.5 2.2 0.8 O. {i EIGKTb18.6' TRAP 0.0 0.0 0.0 .0 0.0 0. 5 .3 4.0 3.9 3.8 5.1 4.9 1'I g 0.9 0.6 1.0 1.4 1.4 0.7 0.4 0.7 0.4 SHED ' 0.0 0.0 0.0 1 1 .0 0.0 0. 5 .1 2.9 3.0 3.6 3.2 1, ur 0.0 0.0 0.0 .0 0.0 0. 5 .9 3.2 3.3 3.4 2.1 0.6 0.5 0.5 0.8 0 0.5 01 2.8 2.2 1.1 0.3 0.2 0.3 0.5 0.5 0.2 0.1 0.0 0.1 ASPHALT �d c PARKING 0.0 0.0 0 0.0 0. 7 0.3 S iMte 3.9 2.8 0 1.0 2.0 1.9 1.7 1. 1.8 2.0 1.8 1.9 1.7 2.5 1.7 0. 0.4 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0. PARN 0.0 0.0 0.0 0 .0 0.2 9 154 6.5 5.4 5.4 6.0 4.1 2.9 5.5 5.9 4.9 5.8 5.3 2.8 1.0 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 W. 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 TE BUILDING 0.0 0.0 0.0 .1 0.3 9 8. 2.0 C .2 0.1 0.1 0 L3 -a P11 AL7 14 0 0.0 . 2 0.1 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 . o.o o.o o.o .1 0.7 4 .0 0.0 0.0 1 2.8 83.3 2.8 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 1 0 0.0 0.0 0 8. 2.6 .2 3.5 4.2 4.0 4.1 4.2 3.4 2.9 3.7 4.2 .7 2.4 4 0.1 0.1 0.0 0.0 Luminalre Sc ule M 1 I I0 0.0 0.0 0 0 4.9 7.8 3. 3.7 2.9 3.3 3.8 3.5 3.7 3.5 2.7 1.9 2.4 3.3 3 3.0 0 0.2 0.1 0.0 0.0 Project: N CROWN BMW 0.0 84 77 8 31 18 23 8.3 & 12 7.8 2. 1 0. 0.2 0.1 0.0 0.0 I 0.0 0.0 0.0 0 0.0 0 0.0 0.0 I 0 I ' 0.0 I •� 0.0 0. 0. 0.0 0. 0. 0.0 0. 0. 0,0 0. 0. 0.0 0.1 0.3 0.0 0.1 0.1 0.1 0.3 0.1 0.2 0.4 1.5 0.7 2.1 5.8 6.2 2.2 1.0 2.7 2.f r 2.8 2.3 2. 2.3 3.3 2. 2.9 1 .8 5 3. 3.5 J 9.11V8�8 I 2.7 1.9 1.8 2.1 2.8 i 2.8 3.0 2.8 2.7 2,9 14.7 2.3 1.6 2.4 8.5 8.3� 4.6 8.4 8.1 2.6 1.5 1.7 8.2 0.9 9. 3.0 1.5 1111m�4 .4 3.8 2.5 7.5 5.9 7.1 7.4 3.9 4.8 3.3 3. 4.6 4.4 _ 3.8 4.9 2.2 4.7 7.0 4.5 3.8 2. . 9.4M3' 5.0 2.5 6.5 1 0 0852 0. 0.2 2.6 5.7 1 I.M11 0. 0.2 Ill 3.7 7.7 1 5 1.3 6.8 0. 0.2 5.9 8.7 1 8 .5 7.4 111 0. 0.2 7, .8 3.0 0.7 0.2 � A d 1.9 0.5 0.2 d.4 7.3 6.0 3.8 � 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 NOTE; FIXTURE COLOR SHALL BE DARK BRONZE. 0.0 0.0 Symbol Label Qty Arrangement Description 0.0 0.0 S4 2 SINGLE NK2- P17 -V4 -F (PRORATED FROM STD. MH) 0.0 0.0S T 13 SINGLE NK2 -H17 V4 -F -HS (PRORATED FROM STD. MH) 0.0 0.0 S52 4 BACK -BACK 14K2- Pti7 -V5 -F (PRORATED FROM STD. 0.0 0.0 S5 2 SINGLE NK2 -P17 V5 -F (PRORATED FROM STD. MH) 0.0 0.0 -- E] WD3 3 SINGLE Wp14x3_150MH -ED17 0.0 0.0 o 00 o WD4 3 SINGLE WD14x4_150MH -ED17 1 0.0 NEW ARK L5060NKP °ies WALLWEDIUM • Formed and welded aluminum housing. • Formed aluminum door with dear, flat tempered glass lens, fully gas)keted L5060NKP.ies to housing. Concealed hinge door secured with two captive screws. for horizontal lamp, Type 1.000 • Specular, anodized aluminum reflectors provide II, ill, N, or V square light patters, and for vertical la provide Type IV or V NK2, and 0.1 0.2 0.4 1.3 2.5 6. ti 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 M 4 '�0.0 square R ht patterns. Horizontal T ype II and Type III refledorst vertical Type V5 reflector with NK2 with vertical lamp feature unique, wd14d4- 150p.ies patented micro -faci ted designs. Ill Full cutoff lighting classification achieved with flat lens. • Extruded aluminum arm required for pole mount. Cast aluminum wall bracket available. • Mogui porcelain socket, pulse rated, with spriri 4oaded, nickel.plated center for 17 lamp. 0.1 0.1 0.4 3.5 1.0 1.8 5.3 0.0 0.0 contact and reinforced lam gripp screw shell. 6 ed)um base • HPF ballast, starting rated at 70`C (d0 °F for HPS). Metal Halide is CWA type. High Pressure Sodium 6 HR or Reactor type. coat paint finish I9r1 ue • Durable LektrocoW TGK thermoset pohlester powder assures long life and maintenance-free service. • UL 1598 fisted and CSA certified for outdoor use in wet locations. r 0 10 0 o.o o.0 0.0 0 0.3 o.a 1.3 0.4 0.4 0.3 0.3 0.4 0.9 0.6 0.3 0.1 01 0.0 0.0 0.0 0.o ! e e e + e Avg altage S`sies Miarn[ S:)utrr^ LTrnl2t.r Lau tlolg Cn1u: Cpiitr »! lost Avg /Min Ar Logic • Order Sepa Sam Wt Ne"Ic I F Hot ARM Rigid Ann � 100`175W • H3, Ho,, HS) or Ydlage T S► Q to0 $IY� S Squmefflectangular 2 1/ 1U20&'140277V Ma Newark 2 (150400W • H2, 113, H4, HS) or 1' 4 Pe 120y277134N CSR. A6 Length b' Arm (FPA =.0.24 ft =, 3S ttsl (150.20OW - V4, VS) (02 m',1.5 kg) co Mo Dark Bronte m DB A Ann Mount (arm not 01 10' 10' Arm (EPA - 0.4 ft', 5.0 Brs)(0.03 �. 21 kg) Bieck irxkded, order seParanN) WN White Pie e1 Dlfll for Pole GR Gray W WH H Sinter S Squ are ") PS Pia cum 175W (13}28) RD Red ( premium color) H25 H25 254W M 21 NK2 Only FG Forest Gin 40DW EO 2 NK2 )rely R4 Round Staight Round S traight Pole 5 t �1140 (Qptemiuin color) cc (sntorr color a2 Oral PattMn o T2 Round hpered +25" ' MS1 US25 250W 2 NK2 On (consult factory) Options T3 Round Tapered (3- TJJ Round Tapered i 11154 40OW (E4 28) NK2 Only Pull sews Mal pte3ae Ft Fusing • 120V . T4 Round Tapered Straight (1 °) MO t00W t25W 17 NK10nly FF33 F ' .2� tT�NKlOnly color Dark Bronze III Pty" 150W C 21gW µ fusi 277V 2 NKI Only using • PS fu�ll A80i1 � Ol Black Whip P�20 250W q5 'OW 28 NK2 Only p�j 1Moot Bk4 en • 120V ((E1} NK2 Only P2 Photo • 208V p Gray PS Platinum Sinter � n in P32 350YV (EO 2 tIt�E.DD••' NK2 OMy NK2 Only P3 Photo Button • 240U e me lurk salon) Cl)stom Color Wtlsrltt factory) f IIO NK2 Only Po, Rum Button • 27741 CC 10' t I50W � P6 Photo Bu tton - 347V 0(�0p..23.5 UK Only PRt Photo Cell Receptacle 120V (f0.23.5� PR2 Photo Ce0 Receptacle • 208V wall Big" Nf6S Xbt Bracket ooh. not included for mount 1S SIS 250W(E0•t NK2 Only Pill Photo, Cell Receptacle • 240V (Ep g6�� ttR4 Photo cell Receptacle • 277V 18} NK2 Orly tar nW.1ye5 ace blot color Ing. Repl deslgnaoon. S40 40DW (fD PR5 Photocell Receptacle • 48011 U0 � °nonlo " m Photo Cell Receptacle • 34N 0 1 tarsi medkrrl Due ED-17 tamp m'Miol un is Horiz. it NK2 Only Restrike with i H3 Hoch t0 Internal HMO Side Shield al 2 &Wlab e i N ono He Hods IV RP Removable movable Porw -Pans" W VM VG PolyrarbondtlVandetiGwrd 4 Factory wiredmhahesd +oaageunlauspedfird S Not araklabie wtifi loOW Pulse Stan Metal Halide. IVNK2rOnl y 4f5 Veit U (Square) L Lamp & Horizontal lamp a4 t H3 a HS dlscrilkutiom only a ftmiired for 90' cur,figuntiors M= A B EP/t 6t 1-- 6•Sq -i I- - B Sq -'{ 8' U" 9 tut 3316s. E T��]T NKt E MT A A 203 min 356 mm 0.1 rtrt 15 10' 19" 1.7 ft= 4916s. 1 I NK2 254 ram 483 mm 0 -2 lent 22.2 NK NK -VL Now EPA and weight wises do not indlda mOkmbog artn. See Spaub it EPA vaiva pagan for more debited information. _. ;,:,u- NOTE; FIXTURE COLOR SHALL BE DARK BRONZE. 0.0 0.0 Symbol Label Qty Arrangement Description 0.0 0.0 S4 2 SINGLE NK2- P17 -V4 -F (PRORATED FROM STD. MH) 0.0 0.0S T 13 SINGLE NK2 -H17 V4 -F -HS (PRORATED FROM STD. MH) 0.0 0.0 S52 4 BACK -BACK 14K2- Pti7 -V5 -F (PRORATED FROM STD. 0.0 0.0 S5 2 SINGLE NK2 -P17 V5 -F (PRORATED FROM STD. MH) 0.0 0.0 -- E] WD3 3 SINGLE Wp14x3_150MH -ED17 0.0 0.0 o 00 o WD4 3 SINGLE WD14x4_150MH -ED17 1 0.0 0.1 0.2 0.4 1.1 2.1 3.3� 3.2 2.5 1.7 2.0 2.9 4.4 4.6 3.4 4.6 4.3 4.2 8.6 6.2 6.5 .5 L5060NKP °ies 17500 1.000 L5060NKP.ies 12600 1.000 I; 1 0.0 0.1 0.2 0.4 1.3 2.5 6. ti 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 M 4 '�0.0 1.000 wd14d4- 150p.ies Job: - I 0.0 ` 0.1 0.1 0.4 3.5 1.0 1.8 5.3 0.0 0.0 Calculation Summary I9r1 ue .. „ fti O O O r 0 10 0 o.o o.0 0.0 0 0.3 o.a 1.3 0.4 0.4 0.3 0.3 0.4 0.9 0.6 0.3 0.1 01 0.0 0.0 0.0 0.o Label Avg Max Min Avg /Min Max/Min PtSpcLr PtSpcTb ` 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\ .0�6 0.0 0.0 0.0 �./ - OVERALL GRID OUT TO ZERO Fc 1.85 39.0 0.0 N.A. N.A. 10 10 0. �i0.0 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. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Super TGIC powder coal Cat. %so.: _ BL.-P ; -. Do* C]Lil P C `PS•p 17 WIW L_ CC•P paint over a Gtanated Custom (Td(xs subject to additional ehar*ts, minimum quantikiv and extended lead times. zirconium conversion 4.11 11.7 1.4 2.94 8.36 1, ��% NORTH PARKING 3.31 8.33 1.5 SOUTH PARKING 4.97 12.5 Luminalre Schedule Project: EXISTING FIXTURES - BY OTHERS Symbol Label Qty Arrangement _E1 B 1 SINGLE NOTE: GRAPHIC SCALE EXISTING FIXTURES ARE SHOWN FOR CONTRIBUTION PURPOSES ONLY AT CUS TOMER REQUEST AND 30 0 � 5 3o soy DO NOT REPRESENT ACTUAL SITE CONDITIONS. HUBBELL NOT RESPONSIBLE FOR FIXTURE PERFORMANCE (IN FEET) BY OTHERS. 1 inch = 30 - FT.. Description SMR402MA Lumens I LLF I Filename WD14 14" Wall Director"' revisicn 11'(11106 • wd14.piiff Type: Approvals: Job: Catalog number: i I r 6Mh■P Fis•alul LVllilk• IInI+l, t)prirw; 1.K a Date: Pape: l of 5 Specifications Maximum Fixture Weight (15il - 26 lb 74r Ft%ii 6'ti6• _. II V 4' Dlr. -- Bolt Circle 6'I! l� b1t-- 3:Jn. , Salt Circle Mounting Plate Attaches directly to any standard 4' J -box (by others) To J -box center • o mum" Li o l i t Inc. 17500 1.000 L5208NKP.ies 17500 1.000 L5209NKP.ies 17500 1.000 L5060NKP °ies 17500 1.000 L5060NKP.ies 12600 1.000 wd140- 150p -ies 12600 1.000 wd14d4- 150p.ies Lumens I LLF I Filename 33100 1 1.000 1 SMR402M.ies J.006 KO UGHTING IND. • P.O. BOX WOOD. CITY OF INDUSTRY. CA 81716 -0080 • TEL: ti'Y>%e 6" • FAX: B2Fird48• -6'13S 1. THIS LIGHTING DESIGN 18 BASED ON LIMITED INFORMATION SUPPLIED SY OTHERS TO HUBBELL LIGHTING• SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, vp CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WTH THE CONTRACTOR AND/OR SPEGflER RESPONSIBLE FOR THE PROJECT. BALLAST, AND Lt1NNNAIRE MAY AFFECT FIELD RESULTS 113 1I 2. LUMINA \ IRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, . 120 3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OVNS R'S REPRESENTATIVE. REVISED FROM DRAWING NUMBER(S): DN BY: DATE: CHK BY: REFER84CE TITLE: ® YW( 01 -23 -08 N/A ANGLEO SITE LIGHTING PHOTOMETRIC PLAN 0838551 0842786 HUBBELL REV. BY: DATE: SCALE: P CROWN BMW SERVICE C E CENTER OE{�984CANCELLED 0944491 Y>,� 05 -01 -09 Ill = 30' 27 D' � 00' Hubbell Lighting, Inc. C 0841621 0944861 701 MILLENNIUM BLVD. I QUOTE: ORAWNGS DESIGN NO.• NORTH GREENVILLE, SC 29607 CHARLOTTESVILLE, VA 0842727A N/A 0945031a law SHEET Pi tier UM a 0 M all u0NT" INo. • P.O. BOX dovW CITY OF iNDU5TIIY. CA e1, i r a O • TEL. 626%B SM • FAX &W3119 Se017.06213 Reaec4or 1'1OkOMo: L)n pkCYC (IYXasI, NPN ugalNa mNIY iau.0 ,., a w u,aa,n , ,., integral cooling, fin, Rota" against ballast housing to Provide 10` of adliuIMnent with degree markers cast into If* housing. At 0 ad)usrrmirit, lens is toxally c0tw-Cal from view above horimrrtal with f6dure armed downward. Bill HoliaSIng: (kit- piece die - cast, lam• utp(x•+ alloy ( <tl.is ?• ( u) alunlinum'with integral calirig fins. Fastens to nrcunting plate tivdh kcvlwle sills ftcctirlg toutlr hands iur secunrgt and winnq. (fire staink7s skeet socket -tread screwy an eacfi side ob Iroxrsirr� fires Ilte retTector hcltssirrg to Itxale inn aiming Tightcnirrg the• sctts+s kicks due Mti ltnresings tcigethcr with sralirry pm�icfLrl b} a silicdxre gasket. Fex visual aiming, adjustment may Lie accctlTiphstietivith die fixture nn. LMte FPaIPM: One bloc, die cast, Io'v ccrygier :Jkiy ( 0 - 6% Cut ahnninurn wide ? ntegral hitlpy~s and stainless steel pins. Two srakrkrsa steel quarter turn faits cell secure tarts frame to reHecTOr ousing svido sealing provider) ivy a one pace extrudledf stunt wicanized silicone +a sleep, it is clear flat fir' thick trn',pxTed glass sealed to k.-m frame with a silic(xie gasket and VeUmer clips. fix L tP nxxiels, lens is mounted flush -Aith frame kx water run od, and is silicone a sealeid. Type 111, 19 wall N RelseW Module: - 4)Kulaf Al olpdcal sugm nts arc rodfly mrsunted within a (fle-cat aluminum enclostre that attaches to the housing tn• a no-it" quick- disconnedHng hinRC and fawner. All sockets are porcelain medium base rated 4KV. All modules are factory pPorwired'sith a quick-disconnect plug for mailing In the ballast. Available in three light dlstritutions. all Interchangeable within the same lousing. WEB CTiralia• Reflector Moduill Spocsdar Alzak' optical segment Is rigidly iomledl l a self4xxrtained mdxluie which attaches to the housing by a no-toul quick•disaxssrec:ting hinge and faslierler. Black kwver vanes run parallel to the lamp am for corrtrullin fl the hcd spot directly Ilehind the fixture, and spill lipjit info the atmosphere. All socill am porcel ain medium base rated 4KV. All modules are actory preadmd with a quick- dfiscavied plug f mating to the IaalWet. gppt RelMcfor Moduligg tiPeiular .Alzall optical spun Para" is rigidfl mounted st a self -mil lined nwAule which allaclxs to the housing by a no,4c al quack- diswrinir ding hinge and fastiener. Black internal louvers are provided to co mrtl the beam and prevent hot spots directly hphind the fixture and spill light into the atmosphere. All sockets are pxxcelafn medium base crated 4k'V..All modules are factory prewtredl with a Mick- dfiscdxrndrt plug for nesting to the ballast. 618CttIWi Compol"Nir tf, lidph power famr ballasts are rigl mcluntrri inside the housing and are factory prewirtd mith a yulck•disconnect plug fox ritating to the socket. StanirT); U rsperatures are _ tt1iii- for HPS lamp modes and -217F for MH and PMI-f lamp rmeks. Marntlrtp taunts: A4titaAirtg pl to isRaLFxs r6rec.dy m .vry standfanf 4' juxti(71t Ill All rnnttrltrcrg plates ate diecast aiuntinunt with min(tTnccd tits, r'vds 4tarh are pro n ided in awh plale'vRh tlanlge rugs m allay fxtum nixlntirlR by ke�9iok slim Sealant must LTe applied iby disLrrsb Etet'vnxi ntauotirrH pill, and nTatnitirTg suur(aix m irtvrle a dry lulictktri bd>oc. FCIiShiCobr. Super TGIC themtuaet pnlycstc+ powder onat paint Z.5 mil mdniinal IhiclrleFS,app!Id d teat a tiwnateci zkmnilnt can'eTSlon c(aaflrig A S.T.M 25010 licsur salt spry x-v eiKltrrarwe raring.. i ... and colors am Black Dark Brixue, Light (ray. Platinum Silver, or White. C:ussnm colors are available:. CAUTION: Fixtures must be grounded in accordance sn•fth naWmll, sate. anclhx local elecxrical costl failure to do so may result in serious personill Injury. UL cUL 159l.t - 25C As blerTt wolf' 14' Wall DiredOt`' 11 UQMTM I ISO 9001:20M rM•isirNi 8MIA11, • wdt•i.lvii Typ: Pope: x of ti Job: - Standard Features I9r1 ue .. „ fti O O O r 0 Cat. Nci. designates WD14 fixture, Up 40 a Dkawn 0 configuration and ligght dbtrihurion (2, 3, 4. G is 51. WD Fixture Ugh1 Disbibutio n: Type It Type IN Type IV Wall c:tazer spot Cat Now.: ill 14') U WD14u2 C' WD14W 0 WD14U4 I WD14UG _ : WD14US Cat. Nu.: inown 14) CJ W01402 i . WD141DS i:1 WD1404 l 1 WD14D0 ..i WD14DS FkM C(4 r.. Block Lark Bmxkze LitilitrGray I'Lilikun Sibs VVhiN 'Cittakan (Adorn Super TGIC powder coal Cat. %so.: _ BL.-P ; -. Do* C]Lil P C `PS•p 17 WIW L_ CC•P paint over a Gtanated Custom (Td(xs subject to additional ehar*ts, minimum quantikiv and extended lead times. zirconium conversion Consult repmsentalive. Custont color descrilxnxs: sorting. 0 M all u0NT" INo. • P.O. BOX dovW CITY OF iNDU5TIIY. CA e1, i r a O • TEL. 626%B SM • FAX &W3119 Se017.06213 Reaec4or 1'1OkOMo: L)n pkCYC (IYXasI, NPN ugalNa mNIY iau.0 ,., a w u,aa,n , ,., integral cooling, fin, Rota" against ballast housing to Provide 10` of adliuIMnent with degree markers cast into If* housing. At 0 ad)usrrmirit, lens is toxally c0tw-Cal from view above horimrrtal with f6dure armed downward. Bill HoliaSIng: (kit- piece die - cast, lam• utp(x•+ alloy ( <tl.is ?• ( u) alunlinum'with integral calirig fins. Fastens to nrcunting plate tivdh kcvlwle sills ftcctirlg toutlr hands iur secunrgt and winnq. (fire staink7s skeet socket -tread screwy an eacfi side ob Iroxrsirr� fires Ilte retTector hcltssirrg to Itxale inn aiming Tightcnirrg the• sctts+s kicks due Mti ltnresings tcigethcr with sralirry pm�icfLrl b} a silicdxre gasket. Fex visual aiming, adjustment may Lie accctlTiphstietivith die fixture nn. LMte FPaIPM: One bloc, die cast, Io'v ccrygier :Jkiy ( 0 - 6% Cut ahnninurn wide ? ntegral hitlpy~s and stainless steel pins. Two srakrkrsa steel quarter turn faits cell secure tarts frame to reHecTOr ousing svido sealing provider) ivy a one pace extrudledf stunt wicanized silicone +a sleep, it is clear flat fir' thick trn',pxTed glass sealed to k.-m frame with a silic(xie gasket and VeUmer clips. fix L tP nxxiels, lens is mounted flush -Aith frame kx water run od, and is silicone a sealeid. Type 111, 19 wall N RelseW Module: - 4)Kulaf Al olpdcal sugm nts arc rodfly mrsunted within a (fle-cat aluminum enclostre that attaches to the housing tn• a no-it" quick- disconnedHng hinRC and fawner. All sockets are porcelain medium base rated 4KV. All modules are factory pPorwired'sith a quick-disconnect plug for mailing In the ballast. Available in three light dlstritutions. all Interchangeable within the same lousing. WEB CTiralia• Reflector Moduill Spocsdar Alzak' optical segment Is rigidly iomledl l a self4xxrtained mdxluie which attaches to the housing by a no-toul quick•disaxssrec:ting hinge and faslierler. Black kwver vanes run parallel to the lamp am for corrtrullin fl the hcd spot directly Ilehind the fixture, and spill lipjit info the atmosphere. All socill am porcel ain medium base rated 4KV. All modules are actory preadmd with a quick- dfiscavied plug f mating to the IaalWet. gppt RelMcfor Moduligg tiPeiular .Alzall optical spun Para" is rigidfl mounted st a self -mil lined nwAule which allaclxs to the housing by a no,4c al quack- diswrinir ding hinge and fastiener. Black internal louvers are provided to co mrtl the beam and prevent hot spots directly hphind the fixture and spill light into the atmosphere. All sockets are pxxcelafn medium base crated 4k'V..All modules are factory prewtredl with a Mick- dfiscdxrndrt plug for nesting to the ballast. 618CttIWi Compol"Nir tf, lidph power famr ballasts are rigl mcluntrri inside the housing and are factory prewirtd mith a yulck•disconnect plug fox ritating to the socket. StanirT); U rsperatures are _ tt1iii- for HPS lamp modes and -217F for MH and PMI-f lamp rmeks. Marntlrtp taunts: A4titaAirtg pl to isRaLFxs r6rec.dy m .vry standfanf 4' juxti(71t Ill All rnnttrltrcrg plates ate diecast aiuntinunt with min(tTnccd tits, r'vds 4tarh are pro n ided in awh plale'vRh tlanlge rugs m allay fxtum nixlntirlR by ke�9iok slim Sealant must LTe applied iby disLrrsb Etet'vnxi ntauotirrH pill, and nTatnitirTg suur(aix m irtvrle a dry lulictktri bd>oc. FCIiShiCobr. Super TGIC themtuaet pnlycstc+ powder onat paint Z.5 mil mdniinal IhiclrleFS,app!Id d teat a tiwnateci zkmnilnt can'eTSlon c(aaflrig A S.T.M 25010 licsur salt spry x-v eiKltrrarwe raring.. i ... and colors am Black Dark Brixue, Light (ray. Platinum Silver, or White. C:ussnm colors are available:. CAUTION: Fixtures must be grounded in accordance sn•fth naWmll, sate. anclhx local elecxrical costl failure to do so may result in serious personill Injury. NOTE: REPLACE LAMPS OF EXISTING RELOCATED LIGHT POLES WITH NEW L AMPS AND USE EXISTING FIXTURES. 'SuRaaM for wet K+caticns KIM I- CilITING RESERVES THE RIGHT TO CHANGE SPECiFICICTIONS 1•lITHOLIT NOTICE UL cUL 159l.t - 25C As blerTt IPW Rsled CE I ISO 9001:20M NOTE: REPLACE LAMPS OF EXISTING RELOCATED LIGHT POLES WITH NEW L AMPS AND USE EXISTING FIXTURES. 'SuRaaM for wet K+caticns KIM I- CilITING RESERVES THE RIGHT TO CHANGE SPECiFICICTIONS 1•lITHOLIT NOTICE CHARLOTTESVILLE, VIRGINIA ANCHOR DIAMOND PRA RETAINING WALLS 11/10/08 I� NOTE: BLOCK SHALL BE DIAMOND PRO 8" STRAIGHT FACE IN BUFF COLOR 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. 40 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 IT T WALL CONSTRUCTION HALL N T PERAT Q O O ED W H HE S O 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. 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 PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS RETAINED FILL 4)'= 28° C'= 0 PSF y = 125 PCF REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF FOUNDATION (D'=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 EXTERNAL STABILITY: 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 INTERPRETATIONS3 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 I EVERY 50.0'0.C. ALONG THE WALL LENGTH. THE BORINGS SHALL EXTEND TO 1.5 TIMES THE WALL HEIGHT. FOR EXAMPLE, A 40.1.0' WALL WOULD REQUIRE DEEP BORINGS TO 60.0'. THE BORING RESULTS SHOULD BE SUBMITTED TO THE CONSTRUCTION VERIFFICATION 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 EV /ALUATED BY SRDI. FOR THE EVALUATION OF SETTLEMENT, ADDITIONAL TESTING OF THE SUBGRADE AND ADDITIONAL ENGINEERUNG IS REQUIRED WHICH IS OUTSIDE THE SCOPE OF PRODUCING THESE SHOP DRAWINGS. SRDI CAN PROVIDE A PROPOSAL TAO 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 STRUCTWRE SHALL BE COMPACTED TO WITHIN 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (AS3TM 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, 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. 11611') 1 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. REVISIONS r m") BY REVISED PLAN VIEW LGP/ 1/23/09 MBC REVISED PER LGP/ COMMENTS 1/30/09 MBC REVISED PER LGP/ COMMENTS 3/10/09 MBC REVISED PER LGP/ COMMENTS 3/12/09 MBC REVISED PER LGP/ COMMENTS 3/18/09 MBC REMOVED 6" WATER LGP/ LINE JRE U z Go UONO Q W q uj LL w co LL a �E3�° o °z lb cw n y� W 0 040 f W 5 � Z 't U l Yco W�� Q w U J � Lw O J\ �G�DUA 0 � h'OD z_ 0 >� L LJ ^ Z � a w 1, LLJ 12�_' - _ m W > FE 3 <* un z y) w L_j IL -► O X� (J 0�3� ry Q �N CL U � Q W DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET Rwi OF 6 SHEETS F82335 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 PLAN VIEW 1 =20' THE ABOVE PLAN VIEW HAS BEEN COPIED FROM CIVIL SITE PLANS ! -- /\,_P j4RE0 BY 6RE_EI ANp Af�ID (J�AUFFMAI�J;`I�IC. E IE S 1/27/09 FOR REFERENCE. REFER TO CIVIL SITE PLANS I 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 SURVEYORNWALL CONTRACTOR SHALL ADJUST THE BOTTOM OF WALL LOCATION TO ACCOUNT FOR WALL BATTER. 1 101 1 11 I , 1 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 LGP/ Lu J U REVISED PER 1 ILL. 0 F— MBC J = LGP/ W W I MBC REVISED PER I3f O Ln COMMENTS 3/12/09 MBC REVISED PER LGP/ COMMENTS 3/18/09 1 101 1 11 I , 1 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 LGP/ 1/23/09 MBC REVISED PER LGP/ COMMENTS 1/30/09 MBC REVISED PER LGP/ COMMENTS 3/10/09 MBC REVISED PER LGP/ COMMENTS 3/12/09 MBC REVISED PER LGP/ COMMENTS 3/18/09 MBC REMOVED 6" WATER LGP/ LINE JRE ti U pN0 �M0V I ~ Q W '� W % W 4 W Li t 8 Q 0 LL �Y�o ' u' ,n UO vZ Q co 0yx� Y -6 - c 0 o 0 3 O �WNZ c 15 � I W Z V) 00 f W Q J � W �MHW W � LL v1 � ti 0 ` CD z 0 °° > w ^ Z U � % aver' >i gE w � . > m w >iE ;�� z W 219 CL Q mC4 U< Q W F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW2 OF 6 SHEETS PIP F82335 J 380 Q O O J + �+ zo o N DRAIN OUTLET (TY n FILTERRA UNIT (SEE DETAIL) P.) �,-TW 376.0 10.0' 1 25.0' 42.0' 19.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1356 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL A 395 , kPlem 385- 380- 375 � 370 � 365 � 20 360 � TW 380.0 m D 2 z 5 w m- � S o 3+ t ZO O N N T_ + TW 375.3 in t c + 375 --------- - O i .� o O - - - -- O m Z: H co o -o E�.3736' 0 -0 H 0 1 °3 H \ 71b7 N STRATAGRID 550 REINFORCEMENT f- o ... . N N -0 0 -0 �� o -o -o ' l 0 --I w TW 388.7 \ N lu) N m 370 Z0 .7 0 _ .7 0 �0 ..: ........... BW 371.0 � - - - - -� BW 370.3 : EL 367.E 0 . . .......: ' + z+ 0 F- BOTTOM OF LEVELING e- el--- u -e -e -o BW 368.3 PAD 0.5' BELOW BW 0 BW 367.0 cl w 365 -o -o�o L 0_0 EL . o- oF- o- o- o- o- }- o -e -o -o Z� 10 -1 o -1 F - o - e - °D EL. g Q Q F - o -0 -o-- - o- o -e 4 STEPS @ 10.50' a g w Q N w O Q 400 ON AVERAGE ** U) w 0- 0 +0- 0- EL. V0_3 0- 0�- 00- 00 -00- oo- oo - •}--o - o - o - o - o} - o - o - o - F- o -o1 w Q / aw 0 _p - o - o - o - o 4-- o - o - o - o - ° oo- oo EL. 8.3 -oo - oo m oo- ee- oo- 00 - 00 - 40 - 00 - 00 _ 00 - 00 - -00_00_00_ve ~ z M 0 o 0 i w - Q ° M M - o - o -10 � - o Go o - o w oe - 00 + co ZO e-% Ln + e + fn + c� + m - 00 - 00 - 04 - 00Te0 + O 10.0' 1 25.0' 42.0' 19.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1356 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL A 395 , kPlem 385- 380- 375 � 370 � 365 � 20 360 � TW 380.0 m D 2 z 5 w m- � S o 3+ t ZO O N N T_ + Lei + in t c + t0 + J c" � t O O O O O m Z: H co H H H H ZH 1 °3 H CO) N STRATAGRID 550 REINFORCEMENT m N N cn D L,L z C7 w z d � Z� Q n HN 15 STEPS @ 6.67' ON AVERAGE** TW 393.3 380 375 370 365 • oo - oo - 0e = oo - oo °oo- 000 -000- -000- 000- 000 -s'- BW 371.0 .... 000 EL. 369.0 000- / • .. • .. 000 a67.7 000 -000 -j / 7 STEPS @ 5 STEPS @ BW 369.0 ...... N. . ' 2.86' ON N. 4.20' ON �\ oo L'CJ° °a- e�O- °°o -°� AVERAGE" AVERAGE . * , , �/ .0 - - g w BW 366.3 C6 0 36 • • O0O BW 365.0 d > , • 000 -000 -000- L. 3Q3 nnn ,n w Q ... .. N z 4 STEPS @ 7.50' :... ........: ........................ ....... • . ... ch O ON AVERAGE ** 361.7 11 STEPS @ 2.00' ON BOTTOM OF LEVELI - -� AVERAGE"* PAD 0.5' BELOW B I �__ - /� �\ - N en 7 STEPS @ 4.4 ON AVERAGE** 355 -J 1 10 w Q U m U 5 w 0 + I+ I+ I+ I+ I+ I+ m J, BOTTOM OF WALL U TOP OF WALL J *X.X' LID MBC J Z: H co z - EL. XX.X- w w 1 °3 D m o STRATAGRID 550 REINFORCEMENT • •••••••• I � Q � N a Mv J 0) N L\ l 0 --I w TW 388.7 Ica N lu) N m � ° - 0 EL. 3�8.3 m ------ - Z0 �+ • oo - oo - 0e = oo - oo °oo- 000 -000- -000- 000- 000 -s'- BW 371.0 .... 000 EL. 369.0 000- / • .. • .. 000 a67.7 000 -000 -j / 7 STEPS @ 5 STEPS @ BW 369.0 ...... N. . ' 2.86' ON N. 4.20' ON �\ oo L'CJ° °a- e�O- °°o -°� AVERAGE" AVERAGE . * , , �/ .0 - - g w BW 366.3 C6 0 36 • • O0O BW 365.0 d > , • 000 -000 -000- L. 3Q3 nnn ,n w Q ... .. N z 4 STEPS @ 7.50' :... ........: ........................ ....... • . ... ch O ON AVERAGE ** 361.7 11 STEPS @ 2.00' ON BOTTOM OF LEVELI - -� AVERAGE"* PAD 0.5' BELOW B I �__ - /� �\ - N en 7 STEPS @ 4.4 ON AVERAGE** 355 -J 1 10 w Q U m U 5 w 0 + I+ I+ I+ I+ I+ I+ m BW BOTTOM OF WALL U TOP OF WALL J *X.X' ALTERNATE REINFORCEMENT LENGTH MBC J LGP/ OR REINFORCEMENT TERMINATION - EL. XX.X- m 0 M -0-0- 1 °3 rn rn o STRATAGRID 550 REINFORCEMENT • •••••••• I � LGP/ r N a Mv N L\ l 0 --I w TW 388.7 a0 m m � ° - 0 EL. 3�8.3 m ------ - ----------------- �+ + I 10- " - le - A- arz - 0- 0- 0- 0- 0{- 0 -0 -0 -0 + z+ F- e- a +e- F- a -0tw- =1�_u -� e_o_e- e- el--- u -e -e -o zo 0 0 Zoo TW 383.3 F o - o -o -o�o L 0_0 EL . o- oF- o- o- o- o- }- o -e -o -o Z� 10 -1 o -1 F - o - e - °D EL. DRAIN OUTLET (TYP.) Q Q F - o -0 -o-- - o- o -e V2_3 -e- wee- ee -ee- ee- oo�- e- o- e- o- 0 I 0 -o 0-0 Q w o Q 400 F- o - ° o- 4 - 0- 0- 0- 0- 0 +0- 0- EL. V0_3 0- 0�- 00- 00 -00- oo- oo - •}--o - o - o - o - o} - o - o - o - F- o -o1 TW 396.0 / F - eA _ 0 _ 0 _p - o - o - o - o 4-- o - o - o - o - ° oo- oo EL. 8.3 -oo - oo m oo- ee- oo- 00 - 00 - 40 - 00 - 00 _ 00 - 00 - -00_00_00_ve 395 EL. 394.3 - o - o - o - o -10 � - o - o - o +-- o - o - 0 - o - o w oe - 00 - 00 E o00 6 _000 -oo - +00- 00- 00- 00- 04- 00-00 To0 ••••............• o � o e - } - ee oo oo oo oo +oo eo - oo - oo sm son EL. U4.3 000_+00 00 - 00 - 00 - 04 - 00Te0 EL .�92.30 / BW 374.3 :. 00 - oe+l. -- 00 - oo - oo - oo - oo • . -oos{- L3 00 / BW 393.0 • • 00-1 EL 7� 0.3000 / BW 372. '3 • oo - oo - 0e = oo - oo °oo- 000 -000- -000- 000- 000 -s'- BW 371.0 .... 000 EL. 369.0 000- / • .. • .. 000 a67.7 000 -000 -j / 7 STEPS @ 5 STEPS @ BW 369.0 ...... N. . ' 2.86' ON N. 4.20' ON �\ oo L'CJ° °a- e�O- °°o -°� AVERAGE" AVERAGE . * , , �/ .0 - - g w BW 366.3 C6 0 36 • • O0O BW 365.0 d > , • 000 -000 -000- L. 3Q3 nnn ,n w Q ... .. N z 4 STEPS @ 7.50' :... ........: ........................ ....... • . ... ch O ON AVERAGE ** 361.7 11 STEPS @ 2.00' ON BOTTOM OF LEVELI - -� AVERAGE"* PAD 0.5' BELOW B I �__ - /� �\ - N en 7 STEPS @ 4.4 ON AVERAGE** 355 -J 1 10 w Q U m U 5 w 0 + I+ I+ I+ I+ I+ I+ 7.0' 15.0' 21.0' 18.0' 30.0' 31.0' 67.0' L6.0'a.OL 8.0' 22.0' L 20.0' 7.0' 11.0' 16.0' 20.5' 24.0' 20.5' 16.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1113 1878 2847 3764 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 BW 377.0 m BW BOTTOM OF WALL TW TOP OF WALL J *X.X' ALTERNATE REINFORCEMENT LENGTH MBC wQ F- Z LGP/ OR REINFORCEMENT TERMINATION - EL. XX.X- m 0 M -0-0- a rn rn o STRATAGRID 550 REINFORCEMENT • •••••••• J QO LGP/ r N a Mv N L\ LLB d^ a0 m m m m 7.0' 15.0' 21.0' 18.0' 30.0' 31.0' 67.0' L6.0'a.OL 8.0' 22.0' L 20.0' 7.0' 11.0' 16.0' 20.5' 24.0' 20.5' 16.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1113 1878 2847 3764 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 BW 377.0 SEE ABUTMENT DETAIL T 395 - 390 . 385 - 380 .375 • 370 . 365 • 360 • 355 m BW BOTTOM OF WALL TW TOP OF WALL J *X.X' ALTERNATE REINFORCEMENT LENGTH MBC CHANGE IN EMBEDMENT LENGTH LGP/ OR REINFORCEMENT TERMINATION - EL. XX.X- REINFORCEMENT ELEVATION -0-0- STRATAGRID 200 REINFORCEMENT z z STRATAGRID 350 REINFORCEMENT z STRATAGRID 550 REINFORCEMENT • •••••••• J QO LGP/ co N a Mv LLB d^ a0 Jw �+ + + z ++ + z+ Z+ �+ zo 0 0 Zoo o Zo Z� 400 Q Q Q w¢ Q Q Ix Q w o Q 400 L !- H H H N H mcn m m F-mcn m m mH zH cn wm TW 396.0 395 TW 393.3 - F• o - o - o - 0 - o - o 395 EL. 394.3 - o - o - _ o I- o _ o-I DRAT oOUT LET (TYP_) EL .�92.30 / F- o F- o o o - 0 BW 393.0 - o- p- o- o- oEL. 0 -0 -o - _ _o 0 390 �.r= / 0 390 � ° ... v - - 0 - }•�� - o - D+ E - 0 ................. - BW 389.7 .................... .................. BW 387.7.... N w 385 BOTTOM OF LEVELING BW 387'0 @)O UJ 385 PAD 0.5' 3ELOW W m w a 0 0 � L c� � rn Q T_ + + + + + + + Nz + 0 0 0 0 0 0 Ln H H H H H H H H m m m m m m m m 12.0' 40.0' 12.0' 9.0' 19.0' 12.0' 12.0' 24.0' 8.0' e le GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1356 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL C SEE ABUTMENT DETAIL T 395 - 390 . 385 - 380 .375 • 370 . 365 • 360 • 355 Y BW 373.0 REVISIONS LEGEND BW BOTTOM OF WALL TW TOP OF WALL - - - - - - - PROPOSED GRADE AT WALL *X.X' ALTERNATE REINFORCEMENT LENGTH MBC CHANGE IN EMBEDMENT LENGTH LGP/ OR REINFORCEMENT TERMINATION - EL. XX.X- REINFORCEMENT ELEVATION -0-0- STRATAGRID 200 REINFORCEMENT - 00 -00- STRATAGRID 350 REINFORCEMENT -- STRATAGRID 550 REINFORCEMENT • •••••••• LEVELING PAD Y BW 373.0 REVISIONS BY REVISED PLAN VIEW LGP/ 1/23/09 MBC REVISED PER LGP/ COMMENTS 1/30/09 MBC REVISED PER LGP/ COMMENTS 3/10/09 MBC REVISED PER LGP/ COMMENTS 3/12/09 MBC REVISED PER LGP/ COMMENTS 3/18/09 MBC REMOVED 6" WATER LGP/ LINE JRE U ao � p N O �M0 Z u)a I z Q W W ,* W rn W qt W U LL ao� 04 E" &z' q K F, o o..z Q Q < ro cxw N W O O � o Q C.4 4 3 H O s dig W LaJ N Z 0 re I W Q Wqqz C) W O0�� z �Y00 n W �J Q L) .. LJJ � H W LL r O �1 J\ � G �tUA 2 wog U Z J U' W -z§ �U M j�3� z w O z w Z %60 Q O 1 0_ _ > 0�� W U �- Maca LLJ Q = a U Q W F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW3 w 6 SHEETS F82335 illiKiy 123.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) APPLIED BEARING PRESSURE (PSF) " FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL F 395 390 385 380 400 395 K•1� BOTTOM OF WALL TW w - - - - - - - PROPOSED GRADE AT WALL w ALTERNATE REINFORCEMENT LENGTH J J CHANGE IN EMBEDMENT LENGTH Z Z OR REINFORCEMENT TERMINATION J REINFORCEMENT ELEVATION - e - e STRATAGRID 200 REINFORCEMENT -00-00 - J MBC STRATAGRID 550 REINFORCEMENT Jo LEVELING PAD + N REMOVED 6" WATER + + N �N �N ��� + + OQ Zo + ZN� N D � uj Z o w�zzz� v)wwcn fn f1A fn 400 cl) F- fA F-- fn 395 TW 397.3 TW 396.7 � ,,-TW 396.7 ai ww c TW 391.3 390 0 - 0 - 0 -0 o- o- 0- 0- o- o- 0- EL.3 §9.7 0- o- o- 0- o E L. 38 3 0 0 0 - 0 - 0 - e - 0 - 0 e 0 O - O ° e o o o DRAIN OUTLET (TYP.) BW 388.3 o- e- o- 0 -0 -0 EL. 3 6.3 -0 0- 0- 0-- 0- 0 -0 -0 -0 L• 38� U O 385 ' . ----o 0 - 0. --e -- •--+ . -.- o ♦- --�- .................................. BW 384.3 •- BOTTOM OF LEVELING U PAD 0.5' BELOW BW cn w, 380 + Q + + o ca O o Q illiKiy 123.0' GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) APPLIED BEARING PRESSURE (PSF) " FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL F 395 390 385 380 400 395 K•1� F� 3957 - - -- ----- o-- o- o- o- o- {- o- o- o"= d- o -o--� _ - - -- - - -� EL.Z94_3 1- 0- o- o- o- o- o- o- o- o -o -o -o o- 0- 0 O-0-0-0-0-0-0-0-0-0- :........ .................... ............................... � DRAIN OUTLET (TYP.) BW 394.3 0 -0 EL. 0- 0- 0- 0- 0- 0- 0 -0 -0- - o -o -o -o - _ __ 3%1.0 0 • -o- - -e 0 •--. -o -. -e .--e --a - -o BOTTOM OF LEVELING BW 390.3 N w PAD 0.5' BELOW BW N (' ��ar- + !A Z + o in c a a .. 1 illiKIy 138.0' + GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED') 552 1194 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL G U) O �qO 1 �+ + i1c) t � r 3ar � 400- 395- 390 385 380- 375- 370- LEGEND 20 10 � w� BW BOTTOM OF WALL TW w - - - - - - - PROPOSED GRADE AT WALL *X.X' ALTERNATE REINFORCEMENT LENGTH J J CHANGE IN EMBEDMENT LENGTH Z Z OR REINFORCEMENT TERMINATION -EL. XX.X- REINFORCEMENT ELEVATION - e - e STRATAGRID 200 REINFORCEMENT -00-00 - J MBC STRATAGRID 550 REINFORCEMENT _ � LEVELING PAD + N REMOVED 6" WATER + + N �N + + + OQ Zo O ZN� N D F uj c ai w�zzz� v)wwcn fn f1A fn 400 cl) F- fA F-- fn TW 397.3 TW 396.7 � ,,-TW 396.7 F� 3957 - - -- ----- o-- o- o- o- o- {- o- o- o"= d- o -o--� _ - - -- - - -� EL.Z94_3 1- 0- o- o- o- o- o- o- o- o -o -o -o o- 0- 0 O-0-0-0-0-0-0-0-0-0- :........ .................... ............................... � DRAIN OUTLET (TYP.) BW 394.3 0 -0 EL. 0- 0- 0- 0- 0- 0- 0 -0 -0- - o -o -o -o - _ __ 3%1.0 0 • -o- - -e 0 •--. -o -. -e .--e --a - -o BOTTOM OF LEVELING BW 390.3 N w PAD 0.5' BELOW BW N (' ��ar- + !A Z + o in c a a .. 1 illiKIy 138.0' + GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED') 552 1194 APPLIED BEARING PRESSURE (PSF) ** FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL G U) O �qO 1 �+ + i1c) t � r 3ar � 400- 395- 390 385 380- 375- 370- LEGEND 20 10 � w� BW BOTTOM OF WALL TW TOP OF WALL - - - - - - - PROPOSED GRADE AT WALL *X.X' ALTERNATE REINFORCEMENT LENGTH LGP/ CHANGE IN EMBEDMENT LENGTH Z Z OR REINFORCEMENT TERMINATION -EL. XX.X- REINFORCEMENT ELEVATION - e - e STRATAGRID 200 REINFORCEMENT -00-00 - STRATAGRID 350 REINFORCEMENT MBC STRATAGRID 550 REINFORCEMENT • ...... • • LEVELING PAD 365- 360- 355- Q WIH zI Z H Z F m� mto WW W� WN 0 0 cV TW 396.0 l Lu TW 394.7 co M 0- 0- 0- 0- 0- 0- E 0- 0- 0 -0 TW 392.7 � .- o ---- i TW 391.3 --� EL. 92_3 ° 0 Fo- 0- 0- o- 0- 0- 0- o- 0- o- 0- o- o- o- o- o 13 STEPS @ 6.54' ON AVERAGE'* 0 - 0 - 0 - 0 - 0 - 0 - 0 EL. % 90 _ 3 0- 0- 0- 0- 0- 0- 0- 0 -0 -10-j 10-� EL. 3883 1 o � ao - o - o - o - o - o - o - o - o - o - o - o - o - o - o - o - o -}- o - o - o � o TW 385.3 ° e EL. 3 §6.3 - o - o - o - o - o - o - o _0_0_0_0_0_0_0_0 - o - o - 0 - 0 - _ _ E� 384 -�_ + I ° I - oo- oo- oo- oo- o0- 00 00 00 00 oo oe 00- oe -o0-� o0 00- 00- 00 -00- 8 - oo- oo- oo- oo- oo- oo -oo -oo o - o - o - o - o o - o - o o i �,*% E 1 o,�oe- 00- 00 oo - ee - oe DRAIN OUTLET (TYP.) 0- 00- 00- oo +aoe oo- oo- oo- oo -oo -oo L.�2_3 00- 00- 00- 00- 00- 00- 00- 00 -00-}- o - o - o - o - o �- o - o - o - e - 0--+o o � N w m 0 ca) g 0. wQ Nz 0 0 - 400 - 395 390 TW 384.0 385 r-TW 380.7 -/ • • EL. 0 qp 2 .3 BW 382.3 ... � �_ -- -- -- -- -- -- -- -w -_�_ ww ww��ww wa ww- ww- ww- ww- ww- XX - se- ww- ww- ww- ww- m- ww- ws- ww- L�ww -ww - 380 375 Wir11] - 365 - 360 - 355 � -}- I 19.0' I 15.0' I 12.5' I 10 '� I 7.5' I t Q 350 1 GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1 350 f= 2766 2685 2199 1719 1194 APPLIED BEARING PRESSURE (PSF) *' FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL E 0 5 L, 20 0 20 40 80 HORIZONTAL SCALE Or 1 + 395 390 mm") REVISIONS BY REVISED PLAN VIEW LGP/ 1/23/09 MBC REVISED PER LGP/ COMMENTS 1/30/09 Z Z REVISED PER LGP/ j MBC REVISED PER LGP/ M MBC p s m a c°9i a a It + N + N REMOVED 6" WATER + + N �N + Z + Z + JRE ZN C7 ZM ZC7 D F l W F l Z F H N F fn f1A fn fn W fn cl) F- fA F-- fn 0 0 cV TW 396.0 l Lu TW 394.7 co M 0- 0- 0- 0- 0- 0- E 0- 0- 0 -0 TW 392.7 � .- o ---- i TW 391.3 --� EL. 92_3 ° 0 Fo- 0- 0- o- 0- 0- 0- o- 0- o- 0- o- o- o- o- o 13 STEPS @ 6.54' ON AVERAGE'* 0 - 0 - 0 - 0 - 0 - 0 - 0 EL. % 90 _ 3 0- 0- 0- 0- 0- 0- 0- 0 -0 -10-j 10-� EL. 3883 1 o � ao - o - o - o - o - o - o - o - o - o - o - o - o - o - o - o - o -}- o - o - o � o TW 385.3 ° e EL. 3 §6.3 - o - o - o - o - o - o - o _0_0_0_0_0_0_0_0 - o - o - 0 - 0 - _ _ E� 384 -�_ + I ° I - oo- oo- oo- oo- o0- 00 00 00 00 oo oe 00- oe -o0-� o0 00- 00- 00 -00- 8 - oo- oo- oo- oo- oo- oo -oo -oo o - o - o - o - o o - o - o o i �,*% E 1 o,�oe- 00- 00 oo - ee - oe DRAIN OUTLET (TYP.) 0- 00- 00- oo +aoe oo- oo- oo- oo -oo -oo L.�2_3 00- 00- 00- 00- 00- 00- 00- 00 -00-}- o - o - o - o - o �- o - o - o - e - 0--+o o � N w m 0 ca) g 0. wQ Nz 0 0 - 400 - 395 390 TW 384.0 385 r-TW 380.7 -/ • • EL. 0 qp 2 .3 BW 382.3 ... � �_ -- -- -- -- -- -- -- -w -_�_ ww ww��ww wa ww- ww- ww- ww- ww- XX - se- ww- ww- ww- ww- m- ww- ws- ww- L�ww -ww - 380 375 Wir11] - 365 - 360 - 355 � -}- I 19.0' I 15.0' I 12.5' I 10 '� I 7.5' I t Q 350 1 GEOGRID EMBEDMENT LENGTH (UNLESS OTHERWISE NOTED *) 1 350 f= 2766 2685 2199 1719 1194 APPLIED BEARING PRESSURE (PSF) *' FIELD ADJUST STEPS TO FULL BLOCK INCREMENTS FRONT FACE ELEVATION VIEW WALL E 0 5 L, 20 0 20 40 80 HORIZONTAL SCALE Or 1 + 395 390 U Z � 00 Q W c�W y WSW U LL g "oo LL 0 �Y�� o ,n lzoZ Q �< a ao ^I p X X n� N w W4 C*4 0 C4 FX w to W W Z q* (� n y to J Li W [Y�HW L.L rr c1 O� �h'OD CD z_ 0 z m �� O >:I w �z LLJ m 3: m W >� W z W Z SIR > �_Fa�F O J O U � j Fmaox cl:� }� Q Q = jN / LLI Q LLI mm") REVISIONS BY REVISED PLAN VIEW LGP/ 1/23/09 MBC REVISED PER LGP/ COMMENTS 1/30/09 MBC REVISED PER LGP/ COMMENTS 3/10/09 MBC REVISED PER LGP/ COMMENTS 3/12/09 MBC REVISED PER LGP/ COMMENTS 3/18/09 MBC REMOVED 6" WATER LGP/ LINE JRE U Z � 00 Q W c�W y WSW U LL g "oo LL 0 �Y�� o ,n lzoZ Q �< a ao ^I p X X n� N w W4 C*4 0 C4 FX w to W W Z q* (� n y to J Li W [Y�HW L.L rr c1 O� �h'OD CD z_ 0 z m �� O >:I w �z LLJ m 3: m W >� W z W Z SIR > �_Fa�F O J O U � j Fmaox cl:� }� Q Q = jN / LLI Q LLI F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW4 OF 6 SHEETS F82335 3.3' (MIN. PER AASHTO) 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 0 SURVEYOR/WALL CONTRACTOR SHALL ADJUST THE BOTTOM OF WALL LOCATION TO ACCOUNT FOR WALL BATTER. FINISHED GRADE EMBEDMENT VARIES (SEE ELEVATION VIEW) 6.0" 141 I I I i= d !. EMBEDMENT LENGTH 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. VARIES TYPICAL CROSS - SECTION NOT TO SCALE PI CUT REINFORCEMENT TO FI1 AROUND OBSTRUCTION. EXTENE REINFORCEMENT BEHINE OBSTRUCTION TO FULI EMBEDMENT LENGTH 5.0' WALL FACE CUT REINFORCEMENT TO FIT AROUND OBSTRUCTION. EXTE REINFORCEMENT BEHIND OBSTRUCTION TO FULL EMBEDMENT LENGTH. 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 5.0' MIN 5.0' MAX MODULAR BLOCK UNIT 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 ADDITIONAL REINFORCEMENT I 1 LIMIT OF REINFORCED ZONE PRIMARY GEOGRID I ADDITI REINFORCEMENT I SEE ELEVATION VIEW FOR GEOGRID TYPE, LOCATION AND EMBEDMENT PRIMARY GEOGRID I DEPTH ADDITIONAL REINFORCEMENT I I 1 1 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) (CROSS- SECTION) NOT TO SCALE CORE AND GROUT FOR HANDRAIL F RAILING INSTALLERS REQUIREMEN' (DESIGN BY OTHERS). 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) d • / LEVELING PAD (SEE DETAILS) FILTERRA UNIT A d A • � I v I I I I I : d q v• I 3.5 + OZ. NEEDLEPUNCHED PRIMARY GEOGR4D REINFORCEMENT NONWOVEN FILTER FABRIC (SEE ELEVATION VIEW FOR TYPE, LOCATION AND EMBEDMENT) 5 \ FOUNDATION SOIL GEOGRID EMBEDMENT LENGTH VARIES W TYPICAL CROSS - SECTION WALL A @ FILTERRA UNIT NOT TO SCALE 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.) 1.0' II I I I 3.5 + OZ. NEEDLEPUNCHED NONWOVEN FILTER FABRIC ( COORDINATE INSTALLATION OF TOP MOST NEINFORCEMENT 1 LAYER WITH CURB INSTALLATION TO DIVERT REINFORCEMENT 1 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 I COLLECTOR DRAIN (SEE DETAIL) 12" MIN. #57 STONE " TAINE _________ RED ------- - - - - -- SOIL 3.5 + OZ. NEEDLEPUNCHED I NONWOVEN FILTER FABRIC I I — — — — — — — — — — — — — — — — — — — — — — — — -J � '4' PERFORATED DRAIN PIPE TO RUN ENTIRE LENGTH OF WALL �oo / OUTLET THROUGH WALL FACE EVERY 50.0' O.C. d : •r . n :, \ FOUNDATION SOIL 5.0' 5.Op ADDITIONAL REINFORCEMENT 24" GUIDE RAIL PER VDOT STD DETAIL - GR -2,2A (REQUIREMENT FOR GUIDE RAIL ; -_�' \ AND LOCATION IN RELATION TO THE VOIDS BETWEEN BLO KS AN �, RETAINING WALL IS TO BE DETER MINED / WITH GROUT OR CUSHION (DESIGN BY BY THE CIVIL SITE DESIGNER.) j GOGRGID REINFORCEMENT (TYP.) GEOGRGID TERMINATES OTHERS) \ REFER TO ELEVATION VIEW FOR WITHIN 2" OF THE PIPE (TYP.) PROPOSED PIPE (SEE CIVIL PLANS FOR TYPE, LENGTH, AND ELEVATION. TYPE, SIZE & LOCATION) \� I INSTALL PVC PIPE 0 SONOTUBE < DURING WALL CONST UCTION TO _ _ FACILIATE FUTURE G ARDRAIL III = IIII =_ FIELD CUT BLOCKS TO IIII = _IIII =_ III = III I= \ INSTALLATION. — FIT AROUND PIPE i PIPE PENTRATION DETAIL (ELEVATION VIEW) NOT TO SCALE 5.0' (MIN. PER AASHTO) I TYPICAL FENCE POST /GUARD RAIL INSTALLATION NOT TO SCALE (PLAN VIEW)) WALL ABUTMENT DETAIL NOT TO SCALE MODULAR BLO( 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. FENCE POST INSTALLATION (WALL B STA. 2 +03 - 2 +49) NOT TO SCALE CAP UNIT 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 LOCATED WITHIN THE RETAINING WALL REINFORCED ZONE, COORDINATE PIPE INSTALLATION WITH WALL CONSTRUCTION. WRAP GEOGRID UNDER/OVER PIPE (PROVIDE 2" MIN. SOIL OR PIPE BEDDING MATERIAL BETWEEN PIPE AND GEOGRID) HORIZONTAL OBSTRUCTION DETAIL REVISIONS BY REVISED PLAN VIEW LGP/ 1/23/09 MBC REVISED PER LGP/ COMMENTS 1/30/09 MBC REVISED PER LGP/ COMMENTS 3/10/09 MBC REVISED PER LGP/ COMMENTS 3/12/09 MBC REVISED PER LGP/ COMMENTS 3/18/09 MBC REMOVED 6" WATER LGP/ LINE JRE U z � ao co �oNO Z �alz Q �0�W h W '*W U LL co LL �� �Y�o Q s a 0.sz � [ p 4 o 3 N0 ♦ 3 dAx wWNZ �c , * o: I W L n c z�? W QO z o �Y-com n W �J Q cc —I u .. m Ld I. W I L1J H W Cz i 0 3 WOD U z 0 M > W ' zd U LLJ cf� 11 G _j m LLJ >� 3�' Q z W Z %S L J Fa�� 0 Q O ���� m _ U I— Macs Q Im Q U Q Li F82335 WALL ALL COURSES. PLAN VIEW NOT TO SCALE DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET \ F W5 OF 6 SHEETS F82335 WALL ALL COURSES. PLAN VIEW NOT TO SCALE 4" SLOTTED DRAIN PIPE OR EQUAL (SLOPE 2% MIN. TO OUTLET, OUTLET EVERY 50' O.0 THROUGH WALL FACE OR DESIGANTED STORM DRAIN) 1.0' NOT TO SCALE 3" MIN. SOIL BETWEEN GEOGRID OVERLAP WALL FACE MODULAR BLOCK UNIT (FILL CORE W/ #57 STONE) 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 i CAP UNIT MODULAR BLOCK UNIT L 3.0' L �_ 3' WIDE 3.5 + OZ. NEEDLEPUNCHED NONWOVEN FILTER FABRIC (DO NOT USE HEAT CALENDERED NONWOVENS) *ONLY REQUIRED IN WALLS OVER 10' IN HEIGHT COLLECTOR DRAIN MAX. 2 GEOGRIDS OVERLAP - (TERMINATE 3RD GEOGRID WHERE 2 GEOGRIDS CROSS) OWN i PLACE REINFORCEMENT SECTION PERPENDICULAR TO WALL FACE PRIMARY GEOGRID PLACEMENT ON CURVES NOT TO SCALE MODULAR BLOCK U 18" ,• e 8" • 45° LEVELING PAD 6" TYPICAL LEVELING PAD STEP NOT TO SCALE 6" (MIN.) COMPACTED STRUCTURAL STONE - GRADED AGGREGATE BASE OR #57 STONE 6" MODULAR BLOCK UNIT 6" (MIN.) U 24" k LEVELING PAD CROSS - SECTION NOT TO SCALE i =f 8" .. 18" i STRAIGHT UNIT ANCHOR DIAMOND PRO 8" STARIGHT FACE UNIT ISOMETRIC VIEW NOT TO SCALE % 'TREES SHALL NOT BE SPACED ANY CLOSER THAN 6B ON CENTER. TREE PLANTING DETAIL 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. TRIM FILTER FABRIC AFTER VEGETATION AND /OR PAVEMENT IS IN PLACE BEHIND WALL. NOT TO SCALE WALL E LOCAT AS SHOWN ON CIVIL PLANS MODULAR BLOCK UNIT - (FILL CORE W/ #57 STONE) EXTEND GEOGRID REINFORCEMENT TO WITHIN 1/4" OF WALL FACE SURVEYOR/WALL CONTRACTOR SHALL -, ADJUST THE BOTTOM OF WALL LOCATION TO ACCOUNT FOR WALL BATTER. EMBEDMENT VARIES (SEE ELEVATION NOTE: SOIL BERMS AND DRAINAGE SWALES SHALL BE CONSTRUCTED AS NECESSARY TO PREVENT SURFACE WATER FROM OVERTOPPING WALL FACE DURING AND AFTER CONSTRUCTION. / EXTEND GEOGRID I I / REINFORCEMENT TO / WITHIN 1/4" OF WALL FACE / / / 3'9' / / WALL F LOCATION AS SHOWN ON TW 391.3 / CIVIL PLANS / I / MODULAR BLOCK UNIT / (FILL CORE W/ #57 STONE) EXTEND GEOGRID / REINFORCEMENT TO / WITHIN 1/4" OF WALL FACE / 1 REINFORCEFMENT EXTENDING BEYOND THE BACK OF BLOCK / UNITS SHALLL BE HORIZONTAL AND NOT BE ALLOWED TO TURN / DOWN BEHIND REAR EDGE OF BLOCK. / / / / 5.3 / -III= III =III �� i �.• ° / TEMPORARY BACK CUT TO BE • / APPROVED BY ON -SITE / GEOTECHNICAL ENGINEER / PRIOR TO CONSTRUCTION. / RETAINED / SOIL REINFORCED / 12" MIN. #57 STONE PPRIMARY GEOGRID REINFORCEMENT SOIL / (SSEE ELEVATION VIEW FOR TYPE, / LOCATION AND EMBEDMENT) / COLLECTOR DRAIN (SEE DETAIL) - - -- - - -- / / ---------------------------------------------------------------------- - - - - -J � 3.5 + OZ. NEEDLEPUNCHED NONWOVEN FILTER FABRIC 4" PERFORATED DRAIN PIPE TO RUN ENTIRE LENGTH OF WALL OUTLET THROUGH WALL FACE EVERY 50.0' O.C. 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. TYPICAL CROSS- SECTION (TIERED WALLS) NOT TO SCALE :5r -N FOUNDATION SOIL ' j y � I 'vil k % REVISIONS BY REVISED PLAN VIEW LGP/ 1/23/09 MBC REVISED PER LGP/ COMMENTS 1/30/09 MBC REVISED PER LGP/ COMMENTS 3/10/09 MBC REVISED PER LGP/ COMMENTS 3/12/09 MBC REVISED PER LGP/ COMMENTS 3/18/09 MBC REMOVED 6" WATER LGP/ LINE JRE L__ I U z GO 00 � �pNO �M�� Z �a1Z Q W o�W LL $' ^i C9 ^O L 'K of � 0 Q Oo C � , p X J ^I 0 � O 3 N 0 u0l*5: 04 re $, � I W W�Z o W O0�� z le W �J Q � LLJ J W [Y W) I_ W rz ^11 LL O co O 7 WOO CD u z Q Q Q L1� L LJ -Z ry U LLJ >� E— cl___' — M LLJ > I .- 4 Z L� J Z�o z ° � 6 �__ W a�PZ U U Li Q v N (/ U c O Q U LLJ F82335 DRAWN LGP CHECKED TLR DATE NOVEMBER 11, 2008 SHEET RW6 OF 6 SHEETS F82335