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WPO201500013 Plan - E&S 2015-04-07
L( IEN NO I r.. 71r I I k IFT TAX MAP PARCELS 076M1- 00- 00 -002A0 076M 1 -00 -00 -00260 076M1- 00- 00 -004A0 CONTACT INFORMATION 07700 -00 -00 -011 EO REFERENCES *BOUNDARY & TOPOGRAPHIC /ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97 -159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) ♦GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY ECS MID - ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 *ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009 -001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) ♦FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) ♦CRITICAL SLOPES SPECIAL EXCEPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 ♦WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED APRIL 10, 2013) ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 *ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED 10/01/14) *FINAL SITE PLAN: "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 (REVISED 10/01/14) GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT_ 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972 -4126 UTILITIES ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL (434) 977 -4511 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. LOCATION OF SITE IN I I 'A no a] NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED w SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 1"ZI 'emu v !a th S y►�Qp �y , 1�1 F.ItYS' o' i , xQ bE} hq �0° �� "° IDGE90 PRING PtE>a a o °� S OsQ ylANOO !`' f�' H. so 3 STS o don Avenue c� VIL Par 4A -4J ve VIEW a. gqi hoa `jY v_. F-o, at�o PC RR;,.G Q+ 5A -5K EROSION AND SEDIMENT CONTROL NARRATIVE // EROSION AND SEDIMENT CONTROL DETAILS ai a RO \p`�Q n TROOST R�.r S ; oMOSEwv ill r9h`by.s� E &S DETAILS AND STORM COMPUTATIONS UR SQaa E 9 pFA ° N PRE DEVELOPMENT BMP AREAS f 9A I.I. G Y POST DEVELOPMENT BMP AREAS — _ 4 PRE DEVELOPMENT SWM DESIGN INFORMATION 9 ITE\I 9COU TRY GREEN SYSTEM A - DESIGN INFORMATION 13A -13B ' ,4 631 cU Q y ACharlottas Ille- Albemarle �y yci Se unty cample 14A -14B SYSTEM B - DETAILS cr�yGN 6 4 + C etro or y 780 qOH 0 OAK 9 HILw PoX,HORyIA S H/ TSO� p ° CONSTRUCTION DETAILS 94 v � /C(�va�CT IBA -18M 74 OOF-a O= d ,yam,,,, O z L'q I K �!t£v"k"s1" s W 'j' Q) N I i:BR6V` PA Ma n`�0� URIO L��A CBS cr G r y H Fas A SOX TffitOOD R ynov' °� Y a�. �� ►.. p x A T , e �A "�� , '� L o � 2 Q ' ° LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIIT USE NO. 20602153 -5 SCALE: 1"=2000' ♦ OWNERS: NEW ERA PROPERTIES, LLC 14254 CEDAR ROAD, APARTMENT 201 CLEVELAND, OH 44121 -3242 (216)624 -7667 AVON HOLDINGS, LLC 1209 NORTH ORANGE STREET WILMINGTON DE 19801 ♦ APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245 -4932 CONTACT: ALAN TAYLOR S.J. COLLINS ENTERPRISES 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692 -8300 CONTACT: DANIELS. TUCKER L � 16 l" 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax- (540) 349 -0321 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERALNOTES 2 OVERALL EROSION AND SEDIMENT CONTROL PHASE II 3 EROSION AND SEDIMENT CONTROL PHASE II 4A -4J EROSION AND SEDIMENT CONTROL PHASE III (FOR INFORMATION ONLY) 5A -5K EROSION AND SEDIMENT CONTROL NARRATIVE 6 EROSION AND SEDIMENT CONTROL DETAILS 7A E &S DETAILS AND STORM COMPUTATIONS 7B-7C PRE DEVELOPMENT BMP AREAS 8 POST DEVELOPMENT BMP AREAS 9 —�. PRE DEVELOPMENT SWM DESIGN INFORMATION 10 POST DEVELOPMENT SWM DESIGN INFORMATION 11 UNDERGROUND SPRING SYSTEM DESIGN 12 SYSTEM A - DESIGN INFORMATION 13A -13B SYSTEM A - DETAILS 13C SYSTEM B - DESIGN INFORMATION 14A -14B SYSTEM B - DETAILS � 14C SYSTEM C - DESIGN INFORMATION 15A -15B SYSTEM C - DETAILS 15C LANDFILL POND - DESIGN INFORMATION 16 CONSTRUCTION DETAILS �17A -176 WEGMANS AND BENT CREEK PARKWAY GRADING PLAN SHEETS (FOR INFORMA1fI0N ONLY) IBA -18M I S , l I : D ')"') SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES BEPC PROJECT # REVISION DATE.- APP � L)0./ w a leEYai ,I "4It De,C „ ate _ _ r--�als- . G0 ls -rx?�3 r_1 REVISIONS REV DATE COMMENT BY 2 O 5/15/14 PER COUNTY COMMENTS DRH 2 U_ g DRH 3 10/23/14 PER COUNTY COMMENTS__ W s z 3/3/15 VAULT REVISION DRH >a- p = zaw LYQ p¢Z O p a p> c�ZCDZ5J > w Lu0?Z. am OOF-a O= d �O O z [a i s W 'j' Q) ♦����♦ oir PA < Q a Fri �4 Z C f LL O 2 Q ' ° z° a� w r W O. Q Q J C) �a J tWiJ U Z o F Q O W O]ZQZ OJOxW om (n QLYUU i Q cr cn a w W W cc 0 w U a 0 0 Q qw Nw o oLL W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS__ DRH 4 3/3/15 VAULT REVISION DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1 -800- 245- 4848) (PA 1- 800 - 242 -1776) (VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD 1. D.: SD4 PROJECT: WP \ PLAN — E &S PHASE II AND SWM /]AMP DESIGN AMENDMENT FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA "BOH LER ]ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www. B ohlerEngineering.com TH V�` ca DANIEL R. HINES ,p Lic. No. 043176 3/3/15 _ftld SHEET TITLE: COV EIR SH EET SHEET NUMBER, I . 2 <° .< `ti <H , < w.<- , .?' '" <+ T P . "" , . �., . ;1..„ n :ev , .�•+,f + .a. tr' > ...`.�* \.. h r . „` °;'i. . f \ ., h l 5 h Z... ,✓.:� . .» 2 h .. .;. "1 .. 'l ° P < y as a A 5. 4.',•- "e.'; `/' < \ 4%..':" � „' Y' ,r. , "+,.... J- 4:.: A " k'-. ,: 12" PIPE (SEE NOTE 1)` INV. 406.60 2 YR WSE = 407.05 f 10/23/14 Y` f W / - NV. _ - -- 165' -0" �_ V �.r , +k W 403.10 BMP WSE = 403.10 . g <° .< `ti <H , < w.<- , .?' '" <+ T P . "" , . �., . ;1..„ n :ev , .�•+,f + .a. tr' > ...`.�* \.. h r . „` °;'i. . f \ ., h l 5 h Z... ,✓.:� . .» 2 h .. .;. "1 .. 'l ° P < 1� �. : 5. 4.',•- "e.'; `/' < \ 4%..':" � „' Y' ,r. , "+,.... J- 4:.: A " k'-. ,: 12" PIPE (SEE NOTE 1)` INV. 406.60 2 YR WSE = 407.05 3 10/23/14 PER COUNTY COMMENTS W � z - NV. _ - -- 165' -0" �_ V �.r , +k W 403.10 BMP WSE = 403.10 Al (MANHOLE STEPS INV. 406.45- INV 399.45 SLUICEGAI 24" RCP OUTFALLD M 421.57 1 SWM MANHOLE 2'_0„ RIM 425. 421.85 - SAFETY SLAB = 410.00 ... :� ; r < y t y ¢ <^< 1 „ i•. .. < .. .. .. .< „ ...• _. L ..< < .. .. .... _... .. _ -, \, .... ... �. YR WSE < a 'S4 \". "5 t e s :�< e' .v^ .- . G �,<. �. '*a + 411.63 <° .< `ti <H , < w.<- , .?' '" <+ T P . "" , . �., . ;1..„ n :ev , .�•+,f + .a. tr' > ...`.�* \.. h r . „` °;'i. . f \ ., h l 5 h Z... ,✓.:� . .» 2 h .. .;. "1 .. 'l . ... ,C... ... <... t;*.... „: \.X..,J \4 „,. �+....+ ! Si : Sx. Sri, �'lu�. - ,<..., .<_, L... .G... .� o,. se.. J x,.. .:, tY..: `.a. �•,... t�. x,.. J z... <t. ,i_ _. ...... ... 4..: tix. af. .. <.. 'v. �. : 5. 4.',•- "e.'; `/' < \ 4%..':" � „' Y' ,r. , "+,.... J- 4:.: A " k'-. ,: 12" PIPE (SEE NOTE 1)` INV. 406.60 2 YR WSE = 407.05 3 10/23/14 PER COUNTY COMMENTS W � z - NV. _ - -- 165' -0" �_ V �.r , +k W 403.10 BMP WSE = 403.10 J f } am ate, (<L,I � 3: W p o `< PROP. _ m0 ' TRASH RACK LLd win W �: C i ♦����♦ as < J 7 Q "PIPE (SEE NOTE 1) TO " SOLID PVC STRUCTURE NV. UNDERDRAIN 396.50 (SEE NOTE 2) A -4 INV. HEADPLATE WITH 4" 394.00 BOTTOM ORIFICE CUT INTO ELEV. 397.60 HEADPLATE 30 15 7.5 0 30 6" PERFORATED PVC- "_'� UNDERDRAIN SYSTEM -GRAVEL -Z SYSTEM A OUTFALL DETAILS CROSS SECTION AI -A2 SCALE: V=10' B1 B2 TOP ELEV. 26.00'- ( 15'' CMP @° �o NOTES. \ -INV. 399.60 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. 2. THE UNDERDRAIN SYSTEM SHALL HAVE TWO (2) OUTFALLS. ONE SHALL CONNECT TO THE BMP MANHOLE A4A (CLOSED BY A SLUICEGATE) AND THE OTHER SHALL CONNECT TO THE SWM MANHOLE A5 (INSTALLED WITH SLUICEGATE, BUT OPEN.) ELEV. 397.60) CROSS SECTION 131 -B2 ELEV. 397.60 1. SEE DETAILS PROVIDED BY THE MANUFACTURER SCALE: 1" =10' FOR SPECIFIC MATERIALS AND DIMENSIONS. ci C2 RIM 426.80 -, /-RIM 425.60 12' ID PERFORATED CM 135.32'- 36" CMP @ 0.52 %^ OXIII i I i ..I.... I it I it 113 ill. 171 II S i...ii '.III 31i IlI 1! III i� Ili �I1 f III II II Li iIr I I 1 i I i .. � ,. i TOP ELEV. 413.60 TOP ELEV. 413. 12' ID PERFORATED CMP- INVERT ELEV. 407.70 ELEV. 397.60 6" SOLID PVC UNDERDRAIN 87' -0" 2' GRAVEL -' SUBBASE SYSTEM A DETAIL (CROSS SECTION Cl-C2 SCALE: 1"=10' SWM MANHOLE ° A5 STM RIM 421.57 A5 i - -- i - - I 3 i i E - . �.... .... 3 ......_ - ..... < INV. _- 406.45 SLUICEGATE (TO REMAIN OPEN) INV. = 399.45- MANHOLE--\ STEPS INV. = 394.00 --\ _ 24" RCP OUTFALL TY SLAB = 410.00 i-12" PIPE 8" PIPE HEADPLATE WITH 4" ORIFICE CUT INTO HEADPLATE 6" SOLID PVC UNDERDRAIN FROM VAULT A (CONNECT TO HEADPLATE) -INV. 396.50 SYSTEM A OUTFALL DETAILS NOT TO SCALE INVERT ELEV. 407.92 '\-48.16'- 15" CMP @ 19.90% 2' -0" NOTES: BOTTOM ELEV. 397.60 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SYSTEM OPERATION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY THE THREE (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND 3' OF GRAVEL IN- BETWEEN EACH OF THE PIPES. BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE. AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE. AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEM A, THE BMP VOLUME HAS BEEN DESIGNED TO OUTFALL THROUGH THE UNDERDRAINS INTO THE SWM MANHOLE. A SECOND OUTFALL HAS BEEN PROVIDED THAT CONNECTS TO A SEPARATE BMP MANHOLE. THIS MANHOLE WILL EXTEND TO THE CURRENT EXISTING GRADE AND TIE INTO A UNDERDRAIN SYSTEM, THIS FLOW WILL JOIN FLOW FROM AN UNDERGROUND SPRING SYSTEM THAT WILL OUTFALL PAST THE RETAINING WALL INTO THE EXISTING WETLANDS. THIS IS PROPOSED IN ORDER TO KEEP THE EXISTING WETLANDS FUNCTIONING AS THEY DID PRIOR TO DEVELOPEMENT. PROPOSED STORM PROFILE - (A6 TO VAULT A SCALE: V= 50' HORIZONTAL V= 5' VERTICAL 421 411 401 37 10 +00 10 +50 420 410 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL ¢O¢ N DRH 3 10/23/14 PER COUNTY COMMENTS W � z 3/3/15 VAULT REVISION DRH �_ , W p _U00- �zzzQW J W OJW�p Q am ate, (<L,I � 3: W p o m0 LLd win W �: w ♦����♦ o° Q 10 W C T LL 0 d- d- d r W U � Q � r¢ 0, v) U Zz oa 0 m }z0� ww -^ z O J F OU o 30=w 0 Q K U U z d <o cn n W �o AmIllk ~ 9D�/ Uv �w W W W d rn n CW7 o O �` \ a E F �a cr U "41 " Z. O u: W C) d O Q w ow a' 0 --o a Z �' .'` > > � � ow U W - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH 4 3/3/15 VAULT REVISION DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848)(PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MD 1-800-257-7777) (OF 1 -800- 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D,: DIA4 PROJECT: W PO PLAN ° E &S PHASE II AND SWM /BMP DESIGN AMENDMENT FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.Bohle,rEngineenng.com • V DANIEL R. NINES 'P 400 .,� Lic. No. 043176 3/3/15 NAIL 370 SHEET TITLE: SYSTEM A DESIGN INFUR WA Jl ION SHEET NUMBER: 13A ?a I t l I 5 v ,\ '�qrR I .. , t ll�l I " !'� "/IrI 1, - / r + 1 3g8 ; ' r ! 11 I �. -- LIMITS OF w `� i I dq r , _ � 1 -� a I I 11 STM e r t 1. Ao ,� 1 ! i l �a i i 3 a 9 € _ -. . �_... ». ,.' < '- it �&, ,g ! I .3 s"\q, I .'1 I ,! r i fj 1 y ! a"�`",� \111`\1 M..\\,..1\ �' . _ * I 90 I'll _a ,; +� r �3 ,', 1' oA vv a ! i a +I' { r /' � I I � A i 392 av 1)__ I pj __` t j 1 , ", I , `� t� Fes*, y ' 1 ' b il, :' t a. H . DROP. 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I \\ _ \ ` - 111 1... @ ... n ,_..,..._.� 1— 1111 r u rcl - -, \ ; 5 t. . _ _ _ — _ °'-° V t YF� �h 4 � r 36 , rya CN1P 15 GMR �,_, „_ 1 -�°,:r 1111: ,„�... v , t t 1111__ STM - t��v 1111 w _ A2 s , , - ____-__N A31 ... - _��� �,�, �t \ _. / /r ~~ - - 1111 "'"1111 . _ 11.11_,°"-°. q 5 t �\ \tl i i 1111 i N `% �-- $" 1111_,. i y ..f _ - w -'�- -- 1111 - , - � _ t � � - 1111 _. � o ww \ 15`' RCP % 1111__ _ 1111 - I L , a } A0 _- 1111 `. r , 0 a `, `, A32 —� �_y _✓ " STM a,� -- - -I- - - ----�._ STM }: \ ,T i "°x� �� ` "`^, `\ t } ! \\ I 1111._.- 1111 1111 � \ LF `ti\ \ t \ °c � t t \\. GENERALNOTE T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 FIFE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD Ih WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 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I i j I € I ! i : ; ' I I I E I I , i -- 1111.,. 1111,_„ _..._,,,,__..,_ - .. .. _' „_ „1111_„ _ .,. ,- - -------- .- ,..,__. _,_._._._,_.,.,.,,- ” - -- _ 1111.....__._ ....1111... .......___ ___._..... 1--11 _.,., -.. .1111,_,_ .......... F I ._E.. I I I i I I I I STM I t i E I , I I A5 ----------------- _ -___ __ - - -,_ -11.11_ .. _ _ _.____ __ - - -__ "_-- ______- _ — ____ -_ 1111.__ _. .-� 1111.___-_ _I__-_- - __._.______ ;�T� -�__ 1111 .. ._-_. _._._.___.____ 11.11_ _ . 1111_.___ 1111___._ 1111_ 1111_-'- -- - -- -`1111 -- -.- _ 1111_-_ I STM I A4 PROP. GRADE - j I I i I _ 1111 11111111 _,._,... _.,.,._. , _ 1111 ,,.._ -. -.......... 11 1, _ - .1.1.11. .1.1.11.. ... - - -- ...,,.,,._.,.,,,,, ... .1111, - - - -- . .._ . __ .............._, .. 111 - -- -- __...__.._.,__,_._..._... _........ .-.,. 1.11 1. . _... ,.1111... -._ __......__. _... _ ..,.._ ...,...,._,.,__, .,. _1111_. 11.11,_ ........ , , 1.._. 1111 i I i I 1 j \_48” ACCESS 48" ACCESS I MANHOLE I MANHOLE I PROP. € ' j ;SAFETY ' „11,11..,. ,_ --l- - 1111.. __._..._., ,_ 1111._. ._ ... _. - - - -- 1111 „_ „1111. _,__..,_,_- ___.,.,_,._, _ 1111 „_ _ .. ._..,.,.,.,.,. .,,,__,,,,_,,,,,.,__._.,'. - -- _-- ,-- -,_ „_- 1111 - - --__ __,...... . , �_. -,. _ ___ . _ 11,11 _ 1111 _ _ .____SLAB,._ _„ , � I ,,. - , , d S J Y Y � - - SLAB I ,,/�'39.93' - � �/�'26.00' "� j i 1.% 15” CMP ry- 15” CMP / 1 1111.. _ . ......_...._.._.. ..._ 111.1. 1.1..1,1,, ,, ,,,,,,,,,, 1111 ,,, 1111,_ .. ._....... 11..11.- .,,,,_ .....,,,,, ._. 1111__ ,: 1111,... 1111...__ _.._„ _1.111_.. _ , ........_ ... ............ . _ 1111.__ „1111__ 1111 1__L -- I I ;1�I @ 15.03% t i @ 5.00% I n i I /1 I 1111_.../ M ! I I I 1 135;32” ! ! 361, CMP Al i l� I @ Q.52% I I I i 1 I I 1111___ -- ___._______ r_____ 1111 1111.. __________________________ I 1111_. _________.__ _ __,_______ _____� -1111__ - 11.11___ _ _ 1111.___ _. .1,_________,.,__.._- .,., --11- .111.1_, -1,- _______,_- _.-__. - _--- ________- ____,_ .1111 11 __ ..�.___ 1111._. 1111.,. -: I ; 48' 16' ? , E I PROP. €130.06' - 15” I,CMP PROP. RETAINING I AFETY 30" CMP @ 19190% ' WALL I SLAB I@ 1.16% PROP. , ; SAFETY i ' 1 I I SLABI 1111..... - - -._ .. ....11.1.1,,. ........ . .. ... ........... . 111 .1.. 1 _....._..._. ._.._....,_. .... _.._,,..,._..._- 1-- ----- .,. 11,_11. . ._,,...__..... .._...__.... 1— __...,__,..,... ,.,.,..a,.. . .....,..,,,. ,_......,. . ... .......__..... 1__111. _ . .,_.._...._ .,,..,.. 1.. .,.,.,.,___.._,_ „111,1._ .. .. ._,.__•'_' ” '- - - - - -- " -' _... _,__,_,__- ._..,,_.. aYg F d 1 i I v t. .:t,. .. 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I 1.51 /° _--- - - - - -- ALL- J- QINI$;SHALL_HAVE 111 1._11.1 — 3�' =24 °_R P.@ __._.__,__ 1111. 1111 - -- 1111_.. _ .1111___ 11.11 _ 1111_ ` 1111__ .1111. 1111_, t6§ _, _ 1111 1111 _ 1111 1111 _ 1111 1111___ RUBBER GASKETS. E_, �� I : j PROP. I RIP -RAP - I I 1 r_� ! I ..._...._..__ "1111 ... ............ 1111 1111 .. 1111._. ...:_............._ 1111 ....._.......... 1111 1111... 11 ................ ..._.._.___. ........ ..___._ ...........__..._ 1111 ...._... ......,_.,__.,..... 1111.... ........ . _ __..._....._._... 1111.1111__ 1111.. .. 1111_. 1111 ....._... 1111_._ ......... 1111... ... .. ... ._'____.. ........ .. ............ __..._.__. _... .. _.... ..........................._.._ 1111_ .1111 _.............................. .......... ! : ......� 11.11 1111 .. ... _' 15.00' - I I , 24” RCP 1 I i I @ 1.67% I I I _ I € i I € _ I O M O F N I ___..._.._._.__.. _.......__........ ._..__.......__.._. 1111___ ..1111..11 --- . ............1111....._ ... ,_.,_____.__l11 - -. __________.,!.___.__..,. ._____._,,,,_..1111 S—. ___1111__ 11 , _, 1111.... 1111, ......_........._.._. - .1111 - .,.....__ _ ,�__.__.._.,_.... „_„_.. ,,.....,_.. _ 0+.. ___...__ .._._.__..1111.._. _ ..1111 1111 __........1111. ___.._.. .,.,__ ._____._____.__..__._._._.1111.. N= M } { O V '� '�f'_- ... ..� _ 111`1 ¢, ¢� y a CD Q� � � , �i C Lo CD N: o z N, o� Z C7 o i N _ o = o = P. 0 o I . - � . - o o Z CO �,,, rn x o rn x Iv , DO' x� j I ti z o� ,_ � o'D z n� F_ o z °�° wM� ' Z i m �cn� �n <t<r rn *� I Nib o 0-Z, to dZ p ; o d c'>Z!O d Mo a vZ p I� d W �� , I -1 o of ° �Z Z I 1 �ZiZ N ZN Ez Z €o w Z '"� K �1Z I d [i— — i a — - — - �— — — a — d w.- 9+50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROPOSED STORM ]PROFILE e (A5 TO Al SCALE: 1” 50' HORIZONTAL V= 5' VERTICAL 430 420 KIER 400 390 <tIl1l 370 360 1 O W °z �'{r�' J Q F w V �0 zz m>Zw= Gw m2 Opa- sw P4 44 C7 �J �� : �ZZZQLU pO p— W Jp F. m W J _ co � Q r� I- J W Q •-� O S x O (I fit+ O f- O m cn u. a F- � w O 44 �4 �� UU * * * * * - �s � I~ T - z LL Q z° PQ O e O 2i Q R 2 Z d w vx;i P! r (D >_ o z Q * S Q 0-W - d J O � O � ox O -Q pZYZ> oa z w 7-a°LLW of m Z Q Z ° m OJO=w z_- tnQG_UU Ii * * ** N� . r•k <o 4J u 0 I.— 4� 4T r �w �� W E = w C7 C4 77 W a -. w � u � a> O u N° - p � H I w a ? w0 ') W, U h o z a T ow � � W (mil �„j � z C O � � 10 " P, O Q o w „ I 9 .y' o m � - � <m 0 > 4 oLL r-, w . U REVISIONS REV DATE COMMENT BY PER COUNTY 1 5115/14 DRH COMMENTS PER COUNTY 2 10/01/14 COMMENTS DRH 3 10/23/14 PER COUNTY DRH COMMENTS 4 3/3/15 VAULT REVISION DRH ( � THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -80(0- 245 -4848) (PA 1- 800 - 242 -1776) (VA 1- 800 -552 -7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD 1. D.: DIA4 PROJECT: WPO PLAN - E &S PHASE 11 AND SWM /BMP DESIGN 1'OL, 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA J I U DANIEL R. HINES p' .0 Lic. No. 043176 ,4 1 3/3/15 41v 1 _ 1111 - SHEET TITLE: DESIGN INFORMATION SHEET NUMBER: 131D REVISIONS REV DATE COMMENT BY PER COUNTY 1 5115/14 DRH COMMENTS PER COUNTY 2 10/01/14 COMMENTS DRH 3 10/23/14 PER COUNTY DRH COMMENTS 4 3/3/15 VAULT REVISION DRH ( � THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -80(0- 245 -4848) (PA 1- 800 - 242 -1776) (VA 1- 800 -552 -7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD 1. D.: DIA4 PROJECT: WPO PLAN - E &S PHASE 11 AND SWM /BMP DESIGN 1'OL, 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA J I U DANIEL R. HINES p' .0 Lic. No. 043176 ,4 1 3/3/15 41v 1 _ 1111 - SHEET TITLE: DESIGN INFORMATION SHEET NUMBER: 131D THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -80(0- 245 -4848) (PA 1- 800 - 242 -1776) (VA 1- 800 -552 -7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD 1. D.: DIA4 PROJECT: WPO PLAN - E &S PHASE 11 AND SWM /BMP DESIGN 1'OL, 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA J I U DANIEL R. HINES p' .0 Lic. No. 043176 ,4 1 3/3/15 41v 1 _ 1111 - SHEET TITLE: DESIGN INFORMATION SHEET NUMBER: 131D GENERAL NOTE. T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 fHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IP WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE �CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 15" 1$" CLEAR "RUNG" DIAMETER I 0 "f 12" C/C TYPICAL ✓ "RAIL" 72" 1Xz" x x Y4" ANGLE MAXIMUM "STANDOFF" 14" x x Y4" ANGLE � VARIES ISOMETRIC VIEW NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 7" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72 ". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30 ". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19' -10 ". 6.) STANDARD (FINISH: GALVANIZED PAINT. Drawing Number: A0137b LANE ENTERPRISES, INC. Page Number: 1 OF 1 Date Drawn: 4/2/08 BEALETON STANDARD LADDER Drawn By: JCH JUMP MANHOLE m A43 ,RIM 422.50 _I C -i !I SAFETY SLAB = 414.50 MANHOLE STEPS SAFETY SLAB = 395.00 FILL BASE WITH STONE UP TO LANDING PROP, 12 "-- PERFORATEDIRON PIPE (SPRING UNDERDRAIN SYSTEM) 5' BMP MANHOLE I- - i, 1 I E i , SAFETY SLAB = 405.00 P WSE = 403.00 SLUICEGATE (TO REMAIN CLOSED) HEADPLATE WITH 4" ORIFICE CUT INTO HEADPLATE -6" SOLID PVC UNDERDRAIN FROM VAULT A (CONNECT TO HEADPLATE) j �--I NV. 396.50 SAFETY SLAB = 385.00 PROP. 8" PERFORATED IRON PIPE (SPRING UNDERDRAIN SYSTEM) CR4DE \-I NV. 375.25 SYSTEM A OUTFALL DETAILS NOT TO SCALE 24 1 %,.)ianaara haraware (Typ.) ELEVATION VIEW 24" - Standard Hardware a © o (Typ.) 0 O 24" Wide Band (No Gasket) SECTION VIEW Standard Hardware No Gasket CQWIWTOR TO FIELD cur 38' DourTER MWWAY TO REatR M ELEVAIM PNIIS1.0 ORADC CAST I" FRAME COVER STANDARD 4' DIA. PRECAST FLAT TOP SMNK or MOUT ea i.. 1 I _ • i r a CASE -1N PUCE G17NGREiIE 4.2 "iiNN: . �•. ,a. °.,,° ..v;," caLI.AR {2500 PSI ktd). SIEEL STEPS AT 12' A.G. f:ORRUGATEO E1. PIPE 5TE to, w�BtrSifiRlc FELT PRWR TO URING CONCREIE COLL4R 36 OR 48 " RISER 14 Q"E 2 2/3' X 1 /2' CORRUGATHNJ 48 RISER 48" DW, 1/4 THICK STEEL PLATE 30" DIA. OPENING, ALIGNED WITH LADDER SAFETY LANDING PLATE NOTE: 1. SAFETY LANDING TO BE PROVIDED AT 6° ABOVE GROWN OF PIPE AND THEN EVERY 8' ABOVE THAT. 'IANWAY SAFETY LANDING DETAIL - Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance with ASTM D1056. INSTALLATION NOTES 1. Granular material used for pipe bedding and backfill shall conform to ASTM A798, Section 9. 2. Placement of bedding and backfill material for pipe shall meet requirements of ASTM A798, Section 10, 3. Minimum cover for H 20 % N 2r loadin g, measured from top of pipe to bottom of flexible pavement or o rigid v o f I d a ement shall e h r f p 9 R b the greats o 12" or an. 1/8 i e diameter or s pp P 4. Minimum cover over the top of the pipe for heavy construction loads shall be as shown in Table 1. 5. Length of riser pipe must be field cut to final grade by contractor. 6. Length of attached pipe stubs are determined by Lane Enterprises based on fabrication standards or shipping criteria, • Manholes or catch basins placed over CSP riser pipe shall be installed by the contractor in a manner that avoids wheel loads on riser and system pipe. (See Detail) • Upper portion of riser pipe shall be installed with a sleeve around the OD of the pipe. The sleeve shall be sufficiently rigid so as to avoid deformation when concrete is placed against the sleeve. Sleeve shall allow minimum settlement of concrete collar without any load being applied to riser pipe. 9. Manhole or catch basin frame shall be sized so that wheel load applied to frame is transferred to concrete collar around riser. A r-. If y Guidelines for Minimum Cover for Heavy Construction Equipment PIPE SPAN Minimum Cover (ft) for Indicated Axle Loads (kips)* (IN) 18 -50 50 -75 75 -1101 110 -150 12_.42 2.0 2,5 3.0 3.0 48--72 10 3,0 3.5 4.0 78 --120 10 3.5 4.0 4.0 126 -144 3.5 4.0 4.5 4.5 * Minimum cover may vary, depending on local conditions. The contractor must provide the additional cover required to avoid damage to the pipe. Minimum cover is measured from the tap of the pipe to the top of the maintained construction roadway surface. LANE ENTERPRISES INC. nE 0 24" WIDE BAND 9m STANDARD DETAIL RANM ND. PAIGE DATE A0270 1 of 2 09/30 /05 "rt C) 0 Li < Ln � c tti lx r- Li � r-) (!) _JQ V - 7 (r- _17 17 I _.. < LLJ 1-- d LLI U) LO (t) 0 Lit 6_1 CL 0 0 LL) Z Li Lit X LLi d LJ Q 4OF5 ELEVATION VIEW 1/2" 0 Silo Rod & Lug (Typ -) 3/8" Neoprene Gasket (24" Wide) 24" - "1 1/2" 0 Silo Rod • • • & Lug (Typ.) I I 24" Wide Band SECTION VIEW Rod & Lug 24" Gasket - Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance with ASTM D1056. unless otherwise noted. -This configuration meets the requirements of DMATME MD 378 pond specifications for pipes JISI 1 24" 0 and larger. I LANE ENTERPRISES. INC.1 24" WIDE BAND STANDARD DETAIL A0270 I2 OF 21 09/30/05 I MAINTENANCE AND INSPECTION FOR UNDERGROUND SAND FILTER UNDERGROUND STORMWATER MAINTENANCE MANAGEMENTS 1 STEM As Needed structures and sediment accumulation_ Semiannually and after large storm events„ inspect system for Inspect for trash and debris, clogging of the outlet proper operation, Regular inspection and maintenance is critical to the effective Remove fl oatables and hydrocarbons from the sedimentation operation . ofi underground round detention ration as designed. ne d. it is th e chamber when hen the y have accumulated substantial quantities that responsibility of the property owner to maintain all stormwater BMPs would affect the filters operation. in accordance with the minimum design standards. The municipality Remove sediment from the chamber when it accumulates to a has the authority to impose additional maintenance requirements h d ept of more than six inches. It is not required to remove all where deemed necessary. of the water or sediment in the sedimentation chamber. Note signs of pollution, such as oil sheens, discolored R emove silt /sediment t fro m t h e sand filter bed whe n the The chart below provides guidance on mcinttenance activities that are accumulation exceeds one inch. typically required for underground detention, along witha suggested When water remains standing above the filter bed for €riche than frequency for each activity. Individual undeirground detention 72 hours after a storm event, the sand bed requires maintenance. locations may have more, or less, frequent maintenance needs, Remove any silt /sediment on the filter bed, Remove the ballast depending upon a variety of factors includinlg the occurence of large stone and filter fabric. Remove the sand from the top of the storm events, overly wet or dry (i.e., drougHt) regional hydrologic sand bed that is discolored or contaminated. lake surface. conditions, and any changes or redevelopment in the upstream land Rebuild filter to original specifications and dimensions with fresh use. Each property owner shall perform the activities identified sand, filter fabric, and ballast stone, below at the frequency needed to maintain the pond in proper operating condition at all times, As Needed Inspection Activities Suggested Schedule After several storm events or an extreme storm event, COMMENT inspect tan signs of clogging of the inlet or outlet As Needed structures and sediment accumulation_ PER COUNTY COMMENTS Inspect for trash and debris, clogging of the outlet 2 structures; excessive erosion; PER COUNTY COMMENTS sediment accumulation in the basin and inlet /outlet Semi - annually structures: standing water where there should be PER COUNTY COMMENTS none., cracking, leakage. O z Inspect that the outlet structures; pipes are free of T_ VAULT REVISION debris and are operational. Note signs of pollution, such as oil sheens, discolored zz water, or unpleasant odors, Annually Check for sediment accumulation in the facility. , Check for proper operation of control gates, vallves or Pw z other mechanical devices, Maintenance Activities Suggested Schedule Perforrn structural repairs to inlet and outlets. Tw D, Clean and remove debris from inlet and outlet Monthly or as needed structures. Repair damage to inlet and cutlet structures, cmntrof gates, valves, or other mechanical devices. As Needed Monitor sediment accumulations, and remove sediment when pond volume has became reduced signific:antty. As Needed 14 U n LLJ :7 1 V) 0 W W Fes- CO �P0 GL V) 7 = � F- Z 1«s'.1 F <W l Lnw0� Li.! Z !J 1 I- REVISIONS REV DATE COMMENT BY b 5/15/14 PER COUNTY COMMENTS DRH 2 LL PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS Lu O z 3/3/15 T_ VAULT REVISION DRH Q Q a- > 0 zz �a ZW= oo_ Pw z U o2 �ZZZ�J Tw D, wOJwQpm Mai w w o o I Q o w m 0 LL � 3w L,l � U �a W G � ^- O � Q a W G♦ Z C7 Z W 0 2 L J o z 02yy o0 > m } 0 20 Q ff oj U osw om coQKUU z� ♦..�►♦ J$ "a <o � w W aw 5 g o a o �? _0 ww > a a� oLL REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10101/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH 4 3/3/15 T_ VAULT REVISION DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIG;NERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHI'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, NAARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1- 800 - 242 -1776) 1VA 1-800-552-7001) (MID 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE' AS NOTED CAD 1, D.: SAD4 PROJECT: WPO PLAN - E&S PHASE 11 AND SWM /BMP DESIGN AMENDMENT FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 164 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA U DANIEL R. HINES 3' .0 Lic. No. 043176 3/3/15 16 `'10NA{.. Ca. r SHEET TITLE: SYSTEM A ° DETAILS SHEET NUMBER: 13C N ti 30 15 7.5 0 30 fe 9" M �9 H 3 ----------- c;1_ X N� X A -7- STM 1-12 V �x a z � v", X\ �71 \L N1jTZ,pF1' v, X MAJOAJENANTJ A- . . .. . . ... ........ N DG. 1\600 X X art SPRINkLERED X A \BL 25,000 SF'--,\ MIN] FFE--414.67 E BLDG. 17QG., D 8,QOO SF V, FFE�=414.00 \�SEE IL ASH T B) All 20 STM P S� � � • vv a > N "d D E 1-14 H- V y " I j 7 s. j STM . . .. .. . H-2 T _77777 N N . . ....... 12" IiDPE STM ro �02 '15" HDPE \x ...... .... iy T, L STM X" N 1-42 'a �5 ... . .. . ... .... m @) 15" M o ST A,\ P, 5 - 1 CMR' C . . ...... 1,_:�, . . . ... ........... - Svv �4RO IT/ B M UL P ........ . ..... �,' K MAN L- -- DF\LAi 3E koo EASEMENT <: REST. \. v F BLDG. 600� 47 ,3� 8 8 S F R C 1' Drl FFE=4,114.25 A F, 33 b. 9� 2, 5, P, STM V J, SAN - . ... . ..... . ........ :-'-" 20 ......... -- -------- C:) --------- cD 5" Boom, pill mmm" 4" CMP .CMp 4 ,5- 1-25 x, 62' C2 Al GENERAL NOTE IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD 'RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT 'EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN[ FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 17 1 ci 415.55 -III i. . ........ "j, la: �j 1 i T,l z! '-48" A6C E ��S T .... .. ... 10 TOP ELEV 406.00 INV. 401.00___� PER COUNTY COMMENTS MANWAY 10' ID PERFORATED CMP 2 10/01/14 PER COUNTY COMMENTS DRH 3 10 YR WSE 404.40 INV. 397.40 4 3/3/15 VAULT REVISION 'D 397.10 CJ ID PERFORATED C!\ z fI0, z -1 la 2'-0" LLi 0 :::j Lu _3 q w __ < & 107.34' - 24" MP @ 2.79% 2 YR WSE = 400.71-N\ v Lid Q of � 1, INV. BMP WSE = 397 400.10 m 1_ U) LL 0- U) LLI 0 v Hk - - 48" ACCESS IM 411.67 22.00'- 30" CMP @ 5.00% NV. 394.00 412.17 ELEV. 392,00 ELEV. 3392.00 10 YR WSE = 200'-0" Im 2' GRAVEL SUBBASE TOP ELEV. 406 2'-0" (TYP) 24.33! - 24": CMP @ 4.32% "-RIM 411.70 48ACCESS IVIIAINW 10 YR WSE 404.40-, SYSTEM OPERATION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY. THE THREE (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND SOF GRAVEL IN-BETWEEN EACH OF THE PIPES. BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE. AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE. AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEMS B&C, THE BMP VOLUME WILL OUTFALL THROUGH THE UNDERDRAINS INTO THE SAME MANHOLE THAT RECEIVES THE 2 AND 10 YEAR STORMS. RIM 411.6 22.00' - 30" PROP: CMP @ 5 . 00% TRASH RACK STM B2 H-5 RIM 412.27 48" ACCESS MANWAY ANHOLE STEPS z-MANHOLE STEPS YR WSE 400 AP WSE 397 COMMENT 10 I INV. 401.00___� PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 L J < 0IIIo INV. 397.40 4 3/3/15 VAULT REVISION 'D 397.10 INV. 397.0 z z LLi 0 :::j Lu _3 q w __ < & Lid Q of � 1, 0 0 1- 0 j! T m 1_ U) LL 0- \\-,NV. 394.00 BOTTOM ELEV. 392.00 12' 15" SAFETY SLAB PIPE P �E 399.00 _1-INV 395.00 24" RCP OUTFALL TO -.. STRUCTURE PERFORATED PVC 6" SOLI D PVC H-2 UNDERDRAIN SYSTEM UNDERDRAIN \-GRAVEL 85 ELEV. 391.50 -X J INV. 391. 10' ID PERFORATED CMP/ HEADPLATE WITH 4", NOTES: ORIFICE CUT INTO HEADPLATE 1. SEE DETAILS PROVIDED BY THE MANUFACTURER 'SYSTEM B OUTFALL DETAILS FOR SPECIFIC MATERIALS AND DIMENSIONS. CROSS SECTION 131-132 SCALE: 1 '=10' --------- - SYSTEM B OUTFALL DETAILS CROSS SECTION AI-A2 SCALE V=10' 2 YR WSE = 400.71 v BMP WSE = 397.00-\ 10' ID o PERFORATED CMP SYSTEM B OUTFALL DETAILS CROS3 SECTION CI-C2 SCALE: 1 " =10' TOP ELEV. 406.00 RIM 411. 48" ACCESS-\ ELEV. 392.00 NOTES: 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. M 415.05 6" PERFORATED PVC UNDERDRAIN SYSTEM 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. TTOM ELEV. 392.00 17.55'- 15" RCP @ 30.83% --INV. 7-0" 402.00 C2 I 01 REVISIONS REV DATE COMMENT 10 I 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 L J < 0IIIo DRH 4 3/3/15 VAULT REVISION DRH z z LLi 0 :::j Lu _3 q w __ < Lid Q of � 1, 0 0 1- 0 j! T m 1_ U) LL 0- U) LLI 0 1 -e -0 0 0 • 0 § ozyz CO �z 0 W am Z 0 LL Lu O�O 10 0 Y) z fmv__A W O > E 4 01 REVISIONS REV DATE COMMENT BY I 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/26/14 PER COUNTY COMMENTS DRH 4 3/3/15 VAULT REVISION DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-8(00-245-4848) (PA 1-800-242-1776) (VA 1-800-552-70011) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001_`� DRAWN BY. JLP/CBC CHECKED BY: DRH DATE: 12/13113 SCALE: AS NOTED AD I. 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A \ a \\iy\ '\ \ \ ..1.�,....,. �,.... �, w 111,1. \ a "\''. I a \' a ,' 7\�� _ _ .3. .a'I' s ' "i'. !r\.,, m >^ .. _ ,.., '.I 3 :> + ` '\ is ' \ e. ti y ii !, >. v _L -'– 2 ... m ._. .._s. :.._.....,_.:t........ . -._ 1111,.' _ > 3 \ y ae v S\3ya 2 1111... .111,1. ...- .. 1111... , .. _. .+ ....._.. ' _ ,° (L 1,111, \�', ( 1 ` . e< \\ ii \:.._,�- „s._.�..-- -\ "....._... °. \. ...._.._......_._;«�.�. .._....._._.....�. .. .. , \1111 ........._..... .. ....._._...... -.: ,.�......... ._..... _._.' ......._...._. �s \ \\ La i \a, 3\ \ i.> \\ 1 a i a ,... _° 15” p wei \ = _ se Il -.a f v e '� s .'v _ Av3 < a t 15" R -P 1 v „. n. 1 v \ v av e °v av e 33. \ a `h \ \ i \i \,,. [` (� I c " e a ` v I a ^ _t I � � vh y vv y v y ! y. �,✓ °I y a e \\ REV DATE COMMENT BY v a "h , 11 62' DRH , €3 \3 h ~ ^h \ \ 4 \ \ \ \ < t { f ! DRH 3 . -111,1_ ;? , a�6 ^+ f `4 \ l7t� 3/3115 II \\ DRH \ . G w ;'t \ / ,, d, l ,,° P Q *zoom 11 I r\ j 1111. ? \\ r W I \ U r` � 3 �, ha a __.._.� . — "I av � r r .- 1,111_. �.a,... °vv -,�.. — .�_._._ „ [ \ , e �' \ \ ..� 1,111.._ �. 1111»,.. wwe. \ , � 4 1,1,,11. ___ I# ` 11 I . ._. 1111.. m _.._._°...... ` I I y " n h o z..- " .„ ' , ,.. 18 Z -a v ^. " "~ O O H Q OF O --� 14 ....w... h ^ r h"„" .. __ . ., - ,�, h ) / 1 °. f CP- U 15" GP-_. _ __ -. 11-- _ _- ._ _ - \ n 15" F2C� \, ,-, 11, 0 " -- 0 I - - . , ___� \ ( 1 11,11,.. — \� -.m —1111_ .._ ), .. _ _-_.. __ _1.111_. ) � \ , \ r.._..; I \< _ _ i _.. �___ � T , -,- 1,1,.1--1 _.. _. °11,11, .. _.....,. - -- _1111 _ _ ........_...._.._ 1111_ _ , GENERAL NOTE. IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC ,RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IF SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANC FULL CONFORMANCE WITH LOCAL RE ,I CATIONS AND CODES. i \ , i e e\ t \ Y \ \ > -i Y >, t \ \ 'w �'"� v r i ,i 4 I �, 'Y u C _ - 'I, --..+ ..�.r... - ». ........ ..+, «•M. ....,ww.. i3 ,,......... ..,�..«..ii ...- 1111... ..�.,..d.. g.-�V .m '� `�4� \ � ,, ��/}( \1 V, iV�ti � \ \ \V '� \ 3 i ! ' 4V \ a \ i \3 1i \ l l \ C I \ \\. a � j� �\� a I h ^`' \ 's °..,,e \ a \ 3 \ \ it \ it \ \ \j w y i. 4 h „>, • `-,v vwe : ;e ti , , . .� i Si c as i� ti l vv h� ... °v i \ \ t \ ` %i I .. v , i , 3 yyY::** 1 i k l 1 \`'a ," "'1111 .. �...,. w 0 ` \ \k `\ \ \ A \ t. 1 �_.1 --1 t �.,� _1 _1 .___ ,I. '`�,,..., „. ,1,111. °'v e,• vE \ i e �, \gi \ie , ---, -I � \e „, 3 \V 3 \V A\ V .Z % iii\ ,i I'll <\ d. V v < 1 \ L a F � , \ fi, I \ 416 ' , ,,. v v i { ¢ e \ \ \, i\ ` \ \\ I 1 'CMP \, , ,A \\ ` \ \a Q < \ �V�i\e \ \a\ \\ v ro" \ l >v\ v `V < <,vv ___pl , I" "\, 11 - I y \ \ \ \, \ \ > \,\ \l a \ ♦1 \ \ \ 3\i �\ S\ i `< �� \ \i a, \i \ \, i' \\\ a +<.,i \\ \Iii\ ro \ ��^ C \ C v �y \\\ \ \i \\ i �, \ y 3 ` < v ' > 3 y �< v by ' C�E ° v , �Q `_ 112 3 �,\ ^ 'A\ 'i 'y �'. , S S\ j, \\ \ \ 1 C. a..� e. 1 —> 3' i 2 KDPE "' \, 11 -- i ", 4 1, w ��y a... 1111.. 11 , \ i 1111,.. .t. \ E'. s �3" HQk ® -1 - - 1111 I S11 L i °' •3 S _ i\ m y \ �'w'\ I -.v - # .h' \^ 1111 �,I, ..,,,,, \\ I „_ i\, \ L \, \Li4 \\� , ,\ Y ii i 30 15 7.5 0 30 im 1 "= 30' 420 410 400 390 380 370 360 PROPOSED STORM PROFILE =__� 1-1 TO H= SCALE. 1 "= 50' HORIZONTAL 1'= 5' VERTICAL REVISIONS REV DATE COMMENT BY b 5/15/14 PER COUNTY COMMENTS DRH 2 U- n DRH 3 10/23/14 PER COUNTY COMMENTS Lu i z 3/3115 VAULT REVISION DRH J Q > G w ;'t P Q *zoom W 02 Z � - aJ W'Sm 'w C O W w_ p 5- W � � J o O O H Q OF O --� 14 C l w ) ****** 94 ,-, 11, 0 �a < g 2- a ,-) y- �4 L� Q - W °, } a �� z r LL= o`= w C♦ C.0 -0 dQW �° L, -. OZYZQ T m >: Z ow N_ _T ~ aYnP mm � m Z Q Z coQw00 z1 1 * * * ** mz .1g 0 0 � wv W W le Oz � a- W u � W � u , i ? L w �i o u � z� Q w � � \ ra P4 Y C"'' - O w w U Q � 42 0w �1 '' � w F ~'-1 ,_J < O r1_ ✓ P Fi O LL V _ REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH 4 3/3115 VAULT REVISION DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -800- 245- 4848) (PA 1 -800- 242 -1776) (VA 1 -800- 552- 7001)(MID 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D.: DIB4 PROJECT: WPO PLAN - E&S PHASE 11 AND SWl��I�/J�V I\V711[P�D]-q SIG FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 0 DANIEL R. HINES 'P ma Lic. No. 043176 a wcr ,,t► 3/3/15 `�� 1 . SHEET TITLE: DESIGN INFORMATION SHEET NUMBER: 14B C' \ 00 \ y'`\ ks i Cl \ \ cm s t= \ ,t \ ' t t t :t }a ;nom \�_ t l ` <> i �� \ o ., •\�°` �,- q Y\ qpi i i \' �q t4 S i4 \ \tw � \ V, �,," --v" �` t' �e,r��'d °2 s, t vv! .- a a '° \'at �� ' `�' 'a ��i� ``' '"t�,..,�,-s'"'3�,✓ H ,a a a 1 1.1 i � 3. a \ �\ \ .. t i Wj } v \� � �i... � �t \ �..� �'i St vi �w vavvv � �wvv a` 'v v 'v °+ v-, v � \• `�y� .„..",, rc aq / b t \ .l R R \ i \\ \ a\ y i i ` a t c \ i \ a i \ a i i y \. i \ \ t , , vF•, Z D -7 S' \ t ,• C� i S \S \ 4 1 STM < 1 n ii 4 E TM \\ T'} 'i �, } E -2 `} t 24" RCP 't `\ � 'a °� ' - � t 's \\ 4 ti � , i t JENNE- SENSE \. tt t 5 c i } t , } i t S I ai / i ti °\`\• - - .e y \ i 4 1 l/ y STM TM o� 0 e e \ 4 n 1 4" RCP -8TM \ d - r - �- ' � ";/ ='° j , \ -., \� '.,l °a a`^,� - --rte ' f•'. .,, �i `t< \�> I � o \E %! Q , - - -- ...... a , ' m \ , STM Y }\ ,t >y \ 30 15 7.5 0 30 1"= 30' SYSTEM OP ERA TION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY. THE THREE (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND 3' OF GRAVEL IN- BETWEEN EACH OF THE PIPES, BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE, AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE, AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWIM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEMS B &C, THE BMP VOLUME WILL OUTFALL THROUGH THE UNDERDRAINS INTO THE SAME MANHOLE THAT RECEIVES THE 2 AND 10 YEAR STORMS. GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE 2K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVI E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD FITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. Im Al 10YR WSE =410. WSE = 405.19 2' -0" ;R;; WSE = 401.00 (TYP) 6" PERFORATED PVC - UNDERDRAIN SYSTEM 2' -0" (TYP) 25.83' -30' CMP @ 2.13% INV: --/ 402.30 6" PERFORATED PVC - UNDERDRAIN SYSTEM RIM 420.70 RIM 419.65 RIM 420 0 1 I I i ! t i F ii i k [' - _48 ACCESS _' 1 _ 1 =48 ACCESS t _' MANWAY _..., ::.. __'._ -1; -- . i , , _ 1 MANWAY I ( NV. _ I T 411.00 I 405.00 ter'- \ -'•��; � - ,�,,. , : �r , ' >>� •• `,:a > ;: >,;.�.\ ..;' � �. . „ }, ,. , \, �, , \, 7....�.P LEA, 18" PIPE �r��,' 2'-0" INV. _ 7, 403.00 PROP. TRASH RACK_ - „_- -._.__ INV. _ 12 PIPE „ a M t 401.00 2' ID PERFORATED SYSTEM C OUTFALL DETAILS (CROSS SECTION All -A2 SCALE: 1 " =10' 10YR WSE =410. 2 YR WSE = 405.19 BMP WSE = 401.00 2' ID PERFORATED CMP RIM 420. RAVEL' � 11 BOTTOM 397.00 6" SOLID PVC- ELEV. 395.00 UNDERDRAIN NOTES: INV. 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. 48" ACCESS MANWAY 87' -0" SYSTEM C OUTFALL DETAILS AILS CROSS SECTION ]Bll -132 SCALE: 1"=10' RAVEL RIM 41 48" AC "I MANWAY . TOP ELEV. 411.00 M_ 7 ' 7 ,. 7 "- BOTTOM 397.00 ��- -gvELEV. 395.00 NOTES: 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. 2' -0" (TYP) A2 STM E -3 INV. 399.00 24" RCP OUTFALL TO STRUCTURE E -2 INV. 393.00 HEADPLATE WITH 4" ORIFICE CUT INTO HEADPLATE �� REV DATE COMMENT BY 1 5/15/14 RIM 421.21- - 2 LL ¢O¢ N DRH 3 10/23/14 PER COUNTY COMMENTS Jill -... ... :. :.. .. 77 77.777F RIM 419.65 - RIM 418.77 DRH ..,, _ ..... ... ..:.. ... ....:: _..... .. l ........ { ....... I . _.... .. - is .., , i ,s3 :. € ::: .. ... , i, "', :. I I{ i -.___: • ; -__ : . , ,I_- __-_-I , E . . t ,. .. i . . i ( : I - _I ..I 3 , i_ _ . .J , j `,' __.i , _„_ _ {•. . . EI _;_ S__Si- I , -I, . oQZ�Q z n ... . 1EE I , I I s , . I_, , , . _� _ .-. , , L. __.__ ,. ( _ , , .�, { I , , „I `___ i I E t I ..� ..., . ,.I .1 ..1 .E _ _. I . � I _ I , ., �i _; _ _ i __. .. I.. I- I„ _ _ I I I _._ _ .I J .. - , ._ , i_...m r .. .. „. „; I I .i . . . .M4`. _.._. I E _(__ I ;;! �_I N{A{W.C�AC.. Y ^.,, - - m,E _( ., .!-I : . .IL ., .iI . •- °I . ` ,E •. _.�E., A:CE S I 5 � x ACCESS 48 E 't _ .. .__ : , I _. i LLi - M AY MANWAY TOP ELEV. 411.00 __8.A- .°I _ _ _C _-.__ .l€ . I ._'.I ..iI ; 1 I 221.24' - 36 "' _ 10 YR WSE = 410.06 12' ID PERFORATED CMP TOP ELEV. 411,00- CMP @ 1.11% vi i • r G . i � t, }< L, r i✓ s.,, 'C \. �_ i_ \.., C_. ... r S. ' f.. i�1 C.- t._,_ 5..�� t...... t_... t,." 1... \... t...., G. t `<.,,' "..'„ F� �.... C� C• • C, r p ^���i.��`'{.... t...., t... C..� �..5' .L: i.., I-4 v LL \.. ,., c..r �....: i„_.,,_ ...". . "f i .,��..... .... .i ." _ ...._M1�... 1. <..... ... ." . ... _.. . \._ _ . \...}._ ...... ..... ...." .a .<.. .. ,C. _ \........ .. ...,_.. .. ....., .. ._...1.. .., i .. _ .." _, i.... ..... � .............. . .� . \... <.. .„.:.�}�V H - 405.55 35.92' - 18" _^ ENV. CMP 6.82% �,; ` "''" @ 405.55 2 YR WSE = 405.19 PIPE . ` 12' ID PERFORATED CMP , � ��,, 2 0" Z O r u° ° 184' -0" - INV, 405.00 QQJ 11 § rn� 12 _-, - PIPE Y m�z 00 -N I I -12" PROP. TRASH = z O LL w Y � J RACK NV. 401.00 Q � Z Q Z m O J 0 2W o� � Z 4 � 4t . • ' � �. t �S. �v: `i: `l.'^� `l �1 'i �, '^s* � '� S'K S•�:. � '�' '•� `l ws"` 'l -i i•...f"i..m- :. '• ��ti f `: ... 1 a ... ° ... w \.. .. .. ,.� y. ,k s., ter' . �, \.. qr . \. , M�> .. 4yv. 9 \ \ , - , .�. \ \n 1, '^i. 4 .. , , 1 , l t t *s } ,t .� g � . } � *s ,"�s `C, 1 \ i Y"{ \ ., 1 '^v. , � X' _ f.: ^m.."'' . . i y^� \ .y^� .c� ,.._. .., f ) r\ � J i r a.. .a. C ,� , i r < � � °�s r . � �.� z � } } �, r _ ? , _. t 'AS` \..*re^"" t ti� ��.y C.. .... ,"i .. a..r �C.. ? . -•t ., E. r' .>m d.... {...� }\.... C...,+ �a 2' GRAVEL SUBBASE BOTTOM BOTTOM ELEV. 395.00 ELEV. 395.00 W v NOTES: cn ao SYSTEM C O ALL DETAILS C p °> llJ 1 i1' 1. SEE DETAILS PROVIDED BY THE iMANUFACTURER (CROSS SECTION CI-C2 FOR SPECIFIC MATERIALS AND DIMENSIONS, SCALE: 1"=10' REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL ¢O¢ N DRH 3 10/23/14 PER COUNTY COMMENTS w z 3/3/15 VAULT REVISION DRH >oa zw z oQZ�Q z U ~ � Z � Z � J �wao 5 � x LLi - �m 00L, 0 m I-_0 LL a O O ii vi ♦����♦ Wh �� I-4 v LL Q � a a O H LL z r- G Z O r u° ° QQJ 11 § rn� 12 Y m�z 00 -N I I = z O LL w Y � J Q � Z Q Z m O J 0 2W o� � Z 4 � f �a W v cn ao p °> 1 21 z x REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH 4 3/3/15 VAULT REVISION DRH Jf THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. N VIRGINIA MARYLAND, LAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1- 800- 242 -1776) (VA 1 -800- 552 -7001 ) (MD 1 -800- 257 -7777) (DE 1 -800- 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D.: DIC4 PROJECT: WINO PLAN e JE &S PHASE I1IAND SWM /BMP DESIGN AMENDMENT FOR STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com • U DANIEL R. HINES 7 .0 Lic. No. 043176 4" 3/3/15 NAL SHEET TITLE: ° ° ° S YD y JL EM C ° DESIGN INFORMATION ATION SHEET NUMBER: 15A \\ I'll 0 is` ` \ \ v \ Y \,, \ a y \ w \ r \o�P \ \ \ a Y \\ \ \\ ~ @S \\ \` to \ Fly Y \ \1 ry Y °\ +. 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"'` is \ \ � \ 3 li r' :f ., a = J ..- r - l� p yv ` ` � �" � STM _ - _ �' \I 18 "RG�P ._ f- - _ ... .. .. v .y i ,_ ._ _ ,,. -''v. 11 .1 I t �1�- .,....._,T,,,,.;;,- .":..�... .r ,. ... .' v' „..^ ... r " icy \ 11 r G 377.00 • "m. - " ("�.., " ,.. „. ,` w f '' \t -° 7 w "�"= .v.... `\ _ . ,' .F ,- . ✓' '�t`1`( \a �- i ya 1`7 a\ e ti.7 1 \ I'll -. : , 11 11 ," M f ,. ,"el e \�i \ai C . __ ----_ -- I I - ' °� W N �38�D640 -` \ 11 GENERAL NOTE', IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT VORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE sCCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IP FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. "I r `. 1, a Y, A Ce 71 C \- \ ti µ 11 � � "I ,\",\, "I" I I , ,,\ \ � � , 1, "< � I � I "- - ", �"l �', � � , R - -\,\- � V -, p 1 ,\ , , , X _ "O" 30 15 7.5 0 30 1 "= 30' 430 420 410 400 390 380 370 PROPOSED STORM PROFILE — (VAULT C TO E-1)_ SCALE: V= 50' HORIZONTAL 1"= 5 VERTICAL 430 420 410 400 390 380 370 REVISIONS REV DATE COMMENT J W 1 5/15/14 PER COUNTY COMMENTS DRH Lu 10/01/14 0 DRH 3 Qa� PER COUNTY COMMENTS DRH 4 3/3/15 Q Z K DRH > Lu = � 00a- ry ��J Z 0 J Z Q U W O? W Q Q ��LD�of 0 �14 H fix, � O � O O I- 0 2 m I- U) W a= CO. L, ♦ * + * *♦ PA H �4 ) � I~ L� W C) � WO � a z r ' Z >- �� C ♦ 0 �aa--� Z F- Q � LL W =) m Z Q Z OJOxW (y co QKUO ♦**♦♦ cn co �4 � � 4 9) a ry � � /,j /^ � H NU`f'•i !'� ( H �- C l J - \, � � J \ , -ld C u W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH 4 3/3/15 VAULT REVISION DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, (MARYLAND, AND DELAWARE 81 1) (WV 1-800)-245-4848) (PA 1- 800 - 242 -1776) (VA 1-800-552-7001) ((MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) ( NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD 1. D.: 2 IC4 PROJECT: vY � PO PLAN ° E &S PHASE ASE 11 AND SWl\1�[/ B \IVJ P DESIGN AMENDMENT FOR 5TH STREET STATION LOCATION OIL SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com .� 1 SHEET TITLE: DESIGN INFORMATION SHEET NUMBER: I 5JD