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HomeMy WebLinkAboutWPO201700077 Plan - VSMP Minor Amendment 2019-05-20A 0 N M O M M 0 TAT 0 a, 11 RE111WIM-4 ILI Rq 151 NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 BO WOOLEN MILLS, LLC P.O. BOX 1099 CHARLOTTESVILLE, VA 22902 EXISTING ZONING: C-1 COMMERCIAL PROPOSED ZONING: C-1 COMMERCIAL MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: ROGER RAY & ASSOC. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA 23117 (540) 967-1499 RIVANNA RIVER PROJ. NO. 7012489 AIRBORNE SURVEY CONDUCTED: 12/25/2013 ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT: 10' (MINIMUM) 30' (MAXIMUM) SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: WAREHOUSE ."r -v v v './ v v v v v v v v v v v v r v v v v '✓ "i 'v V-`v—"*/`./""`i``✓'"`v''®'S..,._,� PROPOSED USE: 85,396 SF OFFICE SPACE 12,113 SF RESTAURANT (10,629 RESTAURANT, 1,484 COFFEE SHOP) l REQUIRED PARKING PER ORDINANCE: OFFICE: 85,396 SF X (1 SPACE / 200 SF) = 427 SPACES l RESTAURANT: 12,113 SF X (13 SPACES / 1,000 SF) = 158 SIPACES TOTAL = 585 SPACIES j 20% REDUCTION PARKING MODIFICATION = 585 X 20% = 468 SPACES TOTAL PARKING REQUIRED (ADJUSTMENT): 468 SPACES > PROPOSED PARKING: 324 SPACES (REMAINING REQUIRED :SPACES TO BE WAIVED PER FORMAL WAIVER REQUEST) ...>_/'!_ /'.,._,/`'.,__,%\._mot .. � _.1"._. ./..._..l`... ..+'1.. �a J/\ ..ii`... /'._ h ✓'_. l\ .'A.. /\. /t,. /_ w. .h. ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED. 9 SPACES EXISTING IMPERVIOUS AREA = 2.19 ACRES PROPOSED IMPERVIOUS AREA = 3.87 ACRES ACSA NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER METER THAT SERVES THE WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE a" WATER METER SHALL BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT ASSEMBLY ALONG PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE. THE FINAL LOCATION OF CUT AND CAP TO BE DETERMINED BY ACSA DURING THE PRE -CONSTRUCTION MEETING. VSMP PLAN AMENDMENT WP0201700077 COUNTY OF ALBEMARLE, VIRGINIA 12/4/2017 VICINITY MAP 1 11 =1000' DEVELOPER: BR MANAGEMENT P.O. BOX 1099 CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER CO.1 REZONING APPROVAL, CONDITIONS & PROFFERS C1.0 NOTES AND DETAILS 96 C1.4 NOTES AND DETAILS C1.5 NOTES AND DETAILS C2.01 EXISTING CONDITIONS C2.1I EXISTING VEGETATION C2.2 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C32 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3.3 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4.Oi SHEET INDEX C5.01 GRADING PLAN C5.1 GRADING PLAN C5.2 GRADING PLAN C5.3 GRADING SPOT SHOTS PLAN C5.4 GRADING SPOT SHOTS PLAN C5.5 GRADING SPOT SHOTS PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMINATER SUMMARY PLAN C6.2 STREAM BUFFER MITIGATION SUMMARY C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER PROFILES C7.5 STORM SEWER PROFILES ../"...✓�./'Y.._h,.s'",._../`..✓\rf'+ -.�./.._/`"...e/` ./i. f+.- "> ram..- .'`.._ w fs _ '`. _,,,r,,.... ''�.J e''�/ ;,_..``.a..e''. .- L1.00 'PRELIMINARY LANDSCAPE PLAN L1.01 MITIGATION PLAN 1-1.021. MITIGATION PLAN PLANT SCHEDULE AND NOTES NUMbLK OF SHEETS = 41 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE/RETAIL: 250 GPD/1,000 SF = 85,396 X 250 GPD/1,000 SF = 21,349 GPD RESTAURANT: 50 GPD/SEAT =140 SEATS X 50 GPD/SEAT = 7,000 GPD TOTAL GPD = 28„349 GPD AVERAGE HOUR:: 28,349124 =1,181.2 GALLONS PER HOUR MAX HOUR = 3001% OF AVERAGE HOUR=1,181.2 X 3 = 3,543.6 GALLONS PEAK DOMESTIC; DEMAND = MAX HOUR X 2 = 3,543.6 X 2 = 7,087.2 GALLONS SEWER FLOW (AVVERAGE DAILY FLOW) OFFICE/RETAIL: E85,396 SF X (250 GPD PER 1,000 SF) = 21,349 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 28,349 GPD SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVED by the Albemarle County Community r ev0jc)pmonnt DOP8rtment APPROVAL DATE V) Z) O (D D O ce s 0 W LU U Q z O U) H O 1= W E O z z d 0 z U Z O W Uj Q o �U LU LL O W W O 0 W oQz�� Zvoww W Q U O W 4 W Q W Q W 2 WQ C2 l Z � � � Q Q LU W W (f cr1 000000rnrn ^I rI ~ " " W Q O c.) N t°�na O O M DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA Ong _ U _ N v 0 z W a)W 0 Q _ CL a. 2 fl 0 U) v JQ c W' N W z w 0 O =_ QU > 8 W T LU�' 0 L U � Q = L�..� 0 /'1o a� W O m -0W j� J o C9 U) Q `z v0 0 2 o2 J =� E O �v c� CL U o= �w t9 � z Z a2 LU a X J o� o ;i U N 2 XN O W U :5L v -�5 cc c VJ U (o E— o O - 'O gm a 2-0Q JOB NO. N a ca-8 37032 OU U N SHEENO. a CO0.0 cp Imo- L N ..y y-E",i�. ]`trt{115`S� COUNTY OF AIME MAI#LE Department of C oluttt.unity Devetnlatnetrt 401 McIntire Road, Norill Wing Charlottesville, Virginia 2290 -4596 Phone (434) 296-5832 Fa (43 41972 4126 C Nlay 13, 2017 I'e.ter J. Caramanis/Rover, Caran,anis&McdO1101lglt, PL:C -." �! t-J I _(-C Garrett St Chatrioltesvillc, Ufa, 22902 RTC, ZNIA201600016 Woolen Mills, ZMA201600021 Woolen Mills, SP201600027 Woolen Drills and >SPI-01100028 Woolen Mills Dear Mr. Carar„allis, Oil iNla}' I?i, 2017, the Board ofSulwrvisors took ae-nons on the above noted petitions. Regarding ZMA201600016 'file reeluest to rezone. the properly f oin Ll, Light industry to C1, Coclluercial was iipproved by the Board's adoption of (lie atbtched ordinance. and attached proffers. Regarding Z141A.201600021 The request to Rezoning, 1.54 acres of Steep Slopes Overlay District, Preserved Slopes to Steep Slopes Overlay District, lblau,agcd Slope& was approved by tile- Board's adoption of the attached ordinance and attached proffers. Rcuartling SP201600027 The requcst to allow residential develounscut was approved by the Board's adoption Of the attached resolution and conditions. Regarding SP201600028 Tie request too to allow engineered structures, including, but iic)f limited to, rctainillf; tivalls and rcve~.(nlLnt% made ofnon witural materials such its concrete which are constructed along chailriels or watercourses for the purpose of. Water conveyance or flood control was approved by tine Board's adoption of the attached resolution and conditions, Please; be adviser( tit' at olthourh the Albemarle County Board of Supervisors took action oil they project noted above, 110 uses on tile: property its approved abovt: may lawfully beglit until tilt atpl}lteable approvals have: fleet] received and conditions have beets ntel, This includes: • complfttnt_c with conditions of the SPECIAL IISE PERMIT; atpprovatl of stud compliance wilh a SITE PLAN or a suE PLAN AMENDMENT; and o approval of a ZONING C°OM-11JANCE CLEARANCE. 1-lefcire beginning, rules as allowed by this special use permit Or if you have questions regarding the above - noted action, please contact Rebecca Ragsdate. at (434) 296-5832 ext. 3226. Sincerely, �r David Benish € hiefofPlanning Planning Division *Attachnnent* CC: 1`l,ac•ll, Collett Nf "1'r; ()1'Collett M'l'hacll 1`r l:rs (:1#'1?dish C `I`liaclt'1'r C/0 1-lan(unuli Wiebel C•-1,arlottesville. Va 22902 RESOLTITION TO AITItOVE 4P 2016-27 WOOLEN NULLS AND SP 2016-28 WOOLEN NITLLS WHE'Rl+;AS, in conjunction with two rezoning. applicaliot.s (7MA 2016.16 Woolen Mills and ZMA 2016.21 Woolen ]tElIs), the Contract Purc ha-sertOwiler Of Tax Map PareeI Number 07800-00-00-021110 submitted appficaliors for Special Use Permits to permit residential development in the. C-1 Connnerc4il Dittriet and to permit activity in the tkaodpiaiii, and the applications are identi:f4d, respectively, its Special Use Permit 2016-00027 Woolen Mills ('`SP 2016-27") and Special Use Permit2016-00028 Woolen ]dills ("Si' 2016-28''); rind WIIEREAS, ern Nlay 2, 2017, after duly noticed ptibliG licarioi*s, the Albemarle Ccaw y Planning, Commission recoinincl,ded approval of SP 2016-27 and SP 2016-28 with cauditicons. and W:ITFIREAS, girl Nlay 10, 2017, the Albonlarle COunly Board of Supervisor's held duly noticed public hearliil;s on 81? 2016-2 7 and SP 2016-28. NOW, THER--ITOItE, BE I'1` RESOLVED that, upoi) consideration of the foregoing, the staff repoq prepared for SP 201 CS '7 and SP 2016-28 and all of ifs attachments, the information presented at the ptlt}lic lzc<irit,g, atld lilt fautor:s ri levat,t to a slat;vial fist: permit in rllbematrlc. C`Ottnty Cede § 18-22.2.2(6'1, I8-303.11, and 18 3.3.8, the Albewarle• County Board of (Supervisors hereby approves SP 2016-27 and Sl' 2016-28, subjec, to the conditions atliached ltt:l.oio( 1, Claudette K� Borger er), do lierel)y c:erlify° That the l;aregoing wrriting i4 a true, correct copy of a T�esolutioti duly adopted by the Board of 5upcti`isal:s of Albemarle County, Virginia, by a vo'c of five to zwlo, a s, recorded beloN11, at at regular ineetlng. held can 111aty v it 2Q11. .aPC Iv ay i`.1 Dill y Ms. Mallek Y Nis. NICKe:el y Ms. Palmer Y i49r. Rmidolph 1' N1r.5Ile1'fe1d Absc-lit Clerk, Board of County Sclpervi 01 T SI' 201.6.27 Woolen Mills Special 'Use Permit Condition 1. A maximum of9 1 resideolitial units is permitted. SP 201.6-28 Woolen Mills special Use Permit Condition 1. Prior to foal sitr. plan approval of permitting of a land disturb iticir in (lie fToodplain, tilt applicant shall obtain a Conditional Utter of Nlap Revision (CI,,ON•IR) from the federal 1 niergimQy Management Agency (FENI.A) and a Floodplain Dcvclopnicnt Per,nitfrom Albemarle Cc}Linty. 11) addition, the. applkant shall copy tile, C outity Ungirteer can all e;ol•respondences with F`EMA. [,onstructioii and installation of flood wall(s) shall be in cRonipliance Quit], appi- rved plan, aa(l 1 k,lV1A approved CL..0 AlR arnd applicant shall obtain a FEMA approved L,l ]MIt upon completion elf fill activities. ORDINANCE NO, 1?-A(S) :� 1 41- G1YIA 2416-410021 bVOOi.EN MILLS6. At least 45% or tile total built square fooiag4 and leased outdoor aton of the Property will be used non- C 1, 1 t�, f W. ar residentially in ell-II)lf)ytlzeilt-gellTating and cvinnlercial uses, ! AN ORDINANCE •I't3 REZONE 1.54 ACRES •'i G J l'+F�� �. ! Ei' �� l': � �.' ;� OFT -HE STEEP SLOPES OVERLAY DISTRICT 7. Prior w the issuance of the first certificate of occupancy for [lie, Pro ect, Owner/Contract Purchaser shall # �j` FROM PRESERVED SLOPE'S ` O NIANAf:ED SLOPES make a lump sutra cash contribution to the- City of Charlottesville (if $10,000 to be used by the City fiir � ' + 1 ie. N tt' �4 80 �r FOR TAX'AINT' PARCi1L NUMBER 07800-00-00-021I30 Yr. �ctir,E striping 'lino r c++ s and ti ' i ersectftons K ilhin rite �1'crolGtt lYlill i Uri. s i . ril o ther improvenieut, to roads t n 1 a � `�° nE "4 5/1 Iq WHEREAS, The application to rezone 1.54 alert i o the steep slopes overlay dlslriol Iron, preserver] slopes to ?, • � �41f, #asp `'►� � nianaged slopes for 1'ax Mal} Parcel Iluuiber 07 8 00-00-00- 02 1 B 0 is identified as ZNIA 2016-00021 Woolen Mills ,�f a�' ("ZNIA 2016-2) 1"); and W R1 REAS, staff recommend: d approval of 720A 2016-2 L and OWNER NAIIIERI AS, the. planning Commission held a duly aotiecd lain}lic he;trhw on ZhI.A 2016-21 tin Nfay 2), l_ and reco mended approval: and � r' � -'�� d`' CD rn fl " . — .ica�tt�TiJactE. Suu••ees,c,r"1•ltlslee•+ti'tlte N "' WHEREAS, oil May 10, 2017, the Atbernarte. Comity 13oard Of tiupi t ;visors held a duly noticed public sc,Ileit lSrl. '1"hatch `f'rust j � to 11Cat'lil tilliIr� 2111E 1G./ N E w = �, 13F..I•.I' OW)r1Lt� ED by the. Boar-d Of Supervisors of the Comity Of A 1bvniarle, Vil-L.inia, lbat EIpoill � ' � F V �U W d •� , . -, . s �.n,. t c.lativti f w •iaffre c)lt c a -ccl for ZMA �.0I6 cn �h s p l r p 1 _ I and its a#tac:llnne.,lt_, Inchrcf7.lg tl,e rezoning applicrtt.11�rrt _' f' .r' }fan crititled "Woolen Mills Redevelopment Application Plan Counts of Albemarle Virginia" dated August 15, 2016 1 1 lr a s � - _ � � Ji . Thach, ,_ ct ssa}r �.rustee oI the o EL o � w O U a1Scl lsls, 7`cvis 'd on February 23, 2t11 7, the ]nfornimiou liti=nted at the plublie• hear-ing, the Il'srz trial and reloya itEdith C. Thach `rn st ce- W � I) U t - factors in Virginia Cude § 15,2-2284, tint" c1Ja racterf l.icS SJl,nilnaL�ed sltil?cs oriel 1)rutierved slopes stated nil County 00 w J � � j Code § 18-30.11.1, alld for the purposes of public necessity, convenience, general w Llare and good zo3)Enk, practices, � O N F ' 1— O � the Board hereby approves ZMA 2016-21 with the concept plan dated AugEiSt 15, 2016 and lust revised un Februaty d 0 W N °, , U 23 2017- CONTRACT Y1JRt iIi�SJ4:lt Z °_) v IY U C) Z O s 0 V) x to w Q t~it '-• WOOLEN 1't'1Lf..LS, LLC"_ o a� u o f vl W e C-Iaudelte K. 11CJr •i = • = t e tt - r , 7 ' , .. .t -.. , ,i , -. do hereby thal I..e fe}re '[i-rl true, dill y�.. H= N V lD Z � Q Z� ll e,rsen, cer11I certify , tirlt14.1 l� it ctrrleu. copy of n t}i'tlttlr:nGC t } 1 L is 1. y -f f'`~ > ,n � W adopted by the Board t}l Suporvlsor5 o Albemarle County, Vir Itilca, b}' a vote o Iiv to zerg, as recorded belcm at a , ���~ Q Et) P-i0 t1i Q W �zF• 0 regular nlc-,-ting held on May 10, 2017. lip:: Brian H. Roy D N > O z O W Tille: Manager N � w � >i � U k UJ 00J WUf- Clerk, Board of County Supervis3: s Z Z z V O � Q U z z e• 'j AyLay 0.' C� Q Q Mr. L)if1 CL rL W W Nis. Mallek y 0 O 4 Nls. McK eel ti' UJ LQ � Q Q Ms. Pahmr yC� U) V) lY:il`. Ita,l>dofph Y O W W W Mr, Slie ield Absent p 00 00 00 M M uJ 0 w w Q) C)N Q) Q) Q O z pp '� M t•n O DATE U) 1214117 " O DRAWN BY PROFFER STATEMENT MENT IM.A No. 2016-•16 Origil[a] Amendnnen-i Tax Map and Parcel NunrlSer(s): 07800-011-00-021BO Owner(s) of Rcccord: Collctt M. ` teach, Trustee of the Collett M. Thach Trust; Collett 1M. Thach,'1Trustce of the Edith C. Thach Trust (hereinafter collee ively, "Thach'") Contract Purchaser: 'Woolen Mills, LLC, a Virginia lim ikd liability company :Date of Proffer Sigitatnree April `27, 2017 10,38 acres to be reronead from Light Industry (LI) to C vnutter6al (C-1) Thaell is the: Owner (the "Owner'') ofTax Map and Ntrcel Number 07800-00-00-021BO (the "Prope•I`ty"'} whidl is the subject of ivzoning application ZMA No- 2016-16, al project known its "Woolen Mills" (the. "Pro)lect"). Wec}iel, 1"Vfills, LL C is file croritract l)-urchasvr C'Contract Purchaser") of tlic Property by that certain, Option to Purchase (teal ]]state agreement dated Jartuary 28, 2014 as amenrie;i. Pursuant to Sf c:tiot-.:i3.3 of the Albemarle County Zoning Ordinance, the- C?cviier hereby voluntarilyprolfrs the conditions ll:ited beteni+ which shall be lipphed to this Property if it is ]e7oned to the zonitig district Edendfied kove. These. conditions are proffiered as apart of" ttic- rctllre,.ted rezoning and the Owner acknovilctlize'S fhn( tilt: conditions are reasonable;- ^ l . T.)pol, demand cli`the County an etivci,leltt of aclec uate; in'Ca for cc}nstruc.tion and matintenance of a Class A Trail `including a pedestriaii bridge over Moore's Creek providing connection to Tax Map 78, Parcel 22A and ]last Market Street shall be provided.The precise location of the trail and bridge sliall be nitttut:lly a,l reed k1poll by the owner/Contract Pkil`Owser staid tic; Colu,ty, and such agreement shall not be unreasonably withheld. The locetion of rite trail and bridge shall be mutually agreed to and designed to lac i ],flirt Co rinectivity= with the Riva ilita Tra,i1 Systewl '(*his proffer shall not obligate the C)woeiIContract Purchaser to bear the construction or maintenaace wst associated with any trail or bridge. 2. Prior to subiuission of the l'inat Site Han for the Proiecl, OwnerfContnwt Purchaser shall provide to the: County a copy of Virginia Dupartmetit of Historic Resources' Pali 2 certification of the proposed 1`chabilitiltion worn:. 3- All developaicat within the t'rcject shall Comply with tilt of Virginia Department of I listeric Resource".; tax credit requirements. 4. ` hc- Final Site Plan for the Project shall include a plan Tor vdalcatinf- (be public about the Woolen Ntilis cultural resources, includirig but not limited to onsite markers, intctl)rrtive t;xhibiis, and the like, which are visible fu publicly access iLife areas. 5- The parking area within the Project which is accessed ssed,Tom East Market Street shall be finnfted to 28 spa "'s. A. ALLISON DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. KOTARSKI SCALE N/A • • IL z U) I..L. ct UJ z LL w ° CL W 0 z. _I Q _0 W r' �- > r W Z 0 O W U W a .J W m > U 0 Q J W: 0- Q (D 1 V i z1 z z� W 0 J N LLJ 0 c L )` JOB NO. 37032 SHEET NO. Co.1 ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH - - - CENTERLINE OF DITCH ( BENCH MARK CLEARING LIMITS �- R-1 VDOT STANDARD STOP SIGN - 200 - - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240,5 PROPOSED SPOT ELEVATION 10 PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. 2. 3. 4. 5. 6. 7. 8. 9, SEWER rLs"--- S EXISTING SANITARY SEWER WATER -----yj�-- - EXISTING WATER LINE g' W PROPOSED WATER LINE ----e r Wy PROPOSED VALVE - IT! g' Wy PROPOSED TAPPING SLEEVE ---�} PROPOSED FIRE HYDRANT (COMPLETE) Albemarle County Engineering Final Plan General Notes Page 1 of 4 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. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction, All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 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. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 294 95_s2u gT_:vo 1l fipd£ 1 4/5/13 10:02 : TC = TOP OF CURB BC = BACK OF CURB EP EDGE OF PAVEMENT TW TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A := NOT APPLICABLE TO THIS PROJECT February 6, 2013 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). _. LEI- 1144 East Market St -- Chariot'tesviil=_, VA 22902 r 'U,"Ic (434) 295-1924 - ` I varaw.grnn.com l � r- L.- 1 i ,v } --. - _+ Imo, G ` � : � `� ,• �F. •r, r x_r�dti.•1 ., � ..�.- tc�;i rw,yaf ....._ , lr/ Jj� ti \,, F;'Si.,UF \'t E!. -, ;' j •,:�} r rf .. :r - f'' ... ..e '` . �.. - {EX. 8LCGj t f a t \ - `'� � "- •"`*h.�`��1�!' % i-. /fJ, j;:=:� 1��;',,;-J_`l f..-�'-�, ,r'.-'.'`-.'.� -> Jam[.' .'''�. 't# %.*,�- k \ �_ t '�*. r� __ - •t'E �--- /, / ,+ f ice- r.�a ✓ %� . ` ( \ 1 J CLIENT BR Management Brian Roy 434906.2188 bdanhroyrd_+gmail.com PROJECT Woolen Mills Historial Panel(s) COLORS PMS 4## ■ P M S ##r; FONTS 1Font Namel PROJECT LEAD T. Rorayne \ _ .'z DRAWN BY i s 11 L. Noe �; ti !� %I � 'r � \ "' - _ '`•ti SSOE Pn Cf :u �tts 04 08/18 RE-ISSUE CATES PROPOSED INTERPRETIVE PANEL LOCATIONS t f 1 Site Plan ' Scale: 1'' = 40 PACE XUaaBER f W I lof2 WOOLEN MILLS - HISTORIC PRESERVATION EDUCATION PLAN No Scale GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THIE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23- CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY- (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (NIA) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.0041ft./ft. 27. WHERE A TYPE "IB" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RWSA SHALL MAINTAIN ACCESS TO THE BACK ENTRANCE TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF) THROUGHOUT CONSTRUCTION- 35. UPON COMPLETION OF THE PEDESTRIAN BRIDGE OVER MOORES CREEK, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PROVISION OF WALKING TRAILS CONNECTING TO THE BRIDGE. 36. ALL EXISTING FIRE HYDRANT ASSEMBLIES LOCATED ONSITE ARE TO BE REMOVED. ALBEMARLE COUNTY ENGINEERING 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 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 III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 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 BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL 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. 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 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. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL 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:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF 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 LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 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 APPROVAL 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/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL 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 WTIHIN 1 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 17-207B) RIIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES LAST REVISED: APRIL 2016 1. RWSA MUST MAINTAIN ACCESS TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF) VIA THE REAR GATE AT ALL TIMES BOTH DURING AND AFTER CONSTRUCTION. 2. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 3. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. m E 0 0 M U N to N � > E u� ti w 6.E Z - LU W aC tj 0 U. �� wOco_, U Q U I ~ _j coo Z N a rj N U) 0 a � fi LU u 3: 0 X Q ti 0 W >;n O ��W4- =V 1- a W O z 0 u; N W p C) W U� CL LLJ oo-1 CD LIJ WUO �ct�04C)Q 4 a W W LA O 4 Z I Eli 01 IZIZC (D > > j Z) 0 WWWtntn I- 0 000000010) 0 w W -r -r N N COti�M� Z 0 DATE cn 1214117 0 DRAWN BY A. ALLISON } DESIGNED BY • C. SHIFFLETT . CHECKED BY . C. KOTARSKI . SCALE NIA CLz a 0 z W 37 r O to W' Q W W Q QU LU Z W Q Q w U) co 0: Q J Z F-1 j I z W r� O O JOB NO. 37032 SHEET NO. C1.0 L MAX, 6'-0" -r-}--MAX.6'-0" 4�/2" O.C. Y4" NPS PIPE PICKET I.4'/,," O.C- %" SOLID PICKET GSEE ROAD PLANS RIPPING RAIL HR 1 FOR RETAINING WALL DETAILS. MAX. 6'-0" -MAX. 6'-0" '/2" DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.) OR 1" STANDARD PIPE HALF PLAN VIEW L MH-1 DI-1 %2 SECTION CAST IRON -�- '/2 SECTION STEEL 4'-8"+ (2 x WALL THICKNESS)2'-7" NOTES 4*#{4##4#o LUGS TO BE 1'-31 „ L 2%" x 21/" x 1/" ' - 1 TH ##M I 2'-0" I � 1 I I GROUNDING - ELECTRODE �- ANCHOR RAIL EXPANSION JOINTS AT 1' BOLTS 4" O.C. {� INTERVALS0 NOT EXCEEDING � 3' MAX. (TYP.) � I SEE ST,4NDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. , - - FEE B B 1'-3" RETAINING WALL POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE - 12 MIN STANDARD MH-1 NOTE` FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT EXPANSION JOINT PICKETS = 3/4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 3" MAX. SUFFICIENTLY LOW TO PERMIT PROPER MIN. SOLID STEEL SMOOTH ROUND ROD ADJUSTMENT OF COVER AND FRAME TO ' - - HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS = G00 RADE BY THE USE OF DIRECTED BY MORTARENGINEER. - - (FOR USE ALONG SIDEWALKS AND RAMPS) CAST WITH 2 2 1. DEPTH OF INLET (H) TO BE SHOWN ON M► (Alp :,K COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE +# ,;�` � 0 STANDARD DI-1A 111 7 / r A B r OPTIONAL w BRACE RIBS cast I GALV. IRON I STEEL 66 ± 43.6 LBS 3 LBS I LT INCLUDING I INCLUDING LUGS ICONNECTOR , 2. THE "H" DNNENSION SHOWN ON THE Al STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ®" C L i N 'U ONE WELDED JOINT THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN HDIMENSIONS E "`� �" /' �+ �`,, Y .+• ALL APPROXIMATE ONLY FORESTIMATING '` �"'� `--a• SWELD HALLL BE !RPOSES � RMINED BY r _ CONNECTORS TO COLLAR THE CONTRACTOR FROM FIELD CONDITIONS.ry +� J L, iC. N L►, :� w 3. WHEN SPECIFIED ON THE PLANS THE �, ! L / 1 C INVERT IS TO BE SHAPED IN ACCORDANCE & �( "a WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALSINCIDENTAL der +# h TO THE SHAPING IS TTHEE INCLUDED IN THE BID PRICE FOR tl f R4#,% %2" x t%2" x 4"1 ir I %2' x 4" STRUCTURE. SEE ROADWAY PLANS 2-0 .. LUGS I� 12" I 9;C, I CONNECTUD TEORS 4. IN THE EVENT THE INVERT OF THE 2" min. 12" < �" j T -"I OUTFALL PIPE IS HIGHER THAN THE OR TYPICAL SECTIONS CONCRETE STEPS O (GRATE REMOVED) FOR DISTANCE TO 1'/2" NPS SCHEDULE 40 PIPE MIN a _ ZO _ SEE DETAIL A . BOTTOM OF THE STRUCTURE, THE INVERT POSTS 1/2" MIN. NPS t1.90" O.D.) SCHEDULE 80 PIPE w Z . OF THE STRUCTURE SHALL BE SHAPED SIDEWALK OR SHARED GRIPPING RAIL w w� :• o _ .�{� M E RAILS = 1/2" MIN. NPS tt9o" 0-D.) SCHEDULE a0 PIPE M Mi' I I WITH CEMENT MORTAR TO PREVENT USE PATH. GROUNDING 0 w� _ FLAT SLAB TOP AS DETAILED 4'TO" STANDING OR PONDING OF WATER IN THE M o0 ELECTRODE HR-1 TYPE I HANDRAIL o o �� ON STANDARD T-MH-2 MAY BY N SECTION B-B 12" 2,/a•• min - H STRUCTURE. THE COST OF INCIDENTAL N I (FOR USE ALONG STEPS) O �a SUBSTITUTED FOR TAPERED N COLLAR DETAIL I AND PLACING ALL MATERIALS INCIDENTAL N NOTES SECTION WHEN APPROVED BY MIN RAISED TO INLET SHAPING IS TO BE INCLUDED c( o 5/e" SOLID STEEL 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL d •.; THE ENGINEER. 2�2„ CTTERNJG IN THE BID PRICE FOR THE STRUCTURE. > E SMOOTH ROUND ROD ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, ST'D. ST-1 =• HALF SECTION A -A (� 5. STEPS ARE TO BE PROVIDED WHEN H IS w Z CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE (WITH FRAME AND COVER REMOVED) DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS LLI ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL %2" 6" CAST IRON ONLY 4'-0" OR GREATER. FOR DETAILS SEE _ BE DESIGNED BASED ON � GRIPPING RAIL DETAIL A� �A STANDARD ST-1. I- Lu z SOIL CONDITIONS. 12" ANCHOR BOLTS tFOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PRACTICE IEN I ENGINEER, BRICK CONCRETE HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN DETAIL B H- V v MIN. GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. 4'-0" !: 6. THISEM MAY BE PRECAST OR CAST- Q LL o O THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN -'..' DETAIL A � s0 u- L ^ U TO OR GREATER THAN 5 PERCENT. GRIPPING ACCORDANCE WITH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. a NOTES: _6 11 7. #4 X 8" SMOOTH DOWELS AT w O EARTH FOUNDATION DETAIL RAIL WILL BE INCIDENTAL TO THE COST OF TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND Ia1 BEVEL 45' 4'-2" HARDWARE w �d 8 1'-3" SEE DETAIL B APPROXIMATELY 12" C-C TO BE cj�< uM U 00 (FOR USE WITH TYPE II & IIIRAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE 0 p 1. QUANTITIES SHOWN ARE FOR MANHOLE CLOTH a J () CO Z �w -� WITHOUT PIPES. THE AMOUNT DISPLACED 2'-7" I PLACED IN ALL AREAS ADJACENT a Z SHOP DRAWINGS. �> 4" DEPTH AGGR. ....-.....,.-a..-... TO ABUTTNMG CONCRETE TO PREVENT W J - In O 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, Ow BY PIPES MUST BE DEDUCTED TO#68 #78 OR - �"' • ry ASTM A563 AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN O Mm MAX. 6'-0" � --MAX. 6'-0" 4/2" O.C. Y4" NPS PIPE PICKET 4„ 4/g" O.C.S/g" SOLID PICKET 4 I I I I I I I I I I I RAIL EXPANSION JOINTS AT 1 INTERVALS NOT EXCEEDING 3" MAX. 30 FEET. 1`3" POSTS 2" MIN. NPS (2.375" O.D.) SCHE RETAINING WALL RAILS = 2" MIN. NPS (2.375" O.D.) SCHED EXPANSION JOINT PICKETS : 3/4" MIN. NPS (1.05" O.D.) SCHE OR 5 "MIN- SOLID STEEL SMO SEE ROAD PLANS DULE ACCORDANCE WITH AASHTO M314, GRADE 36, FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL I r BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, c' a. AND STEPS. 0 w V. E -� 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. p 4„ FOOTING 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. �: •. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. > 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU _ OF DESIGNING AND FABRICATING THE RAILING, DOCUMENTATION FROM THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE I DIAMETER = 4'-8"+ (2 x WALL THICKNESS) ANCHOR BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN SECTION B-B ACCORDANCE WITH NOTE 1. 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF BRICK CONCRETE OR ULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, CONCRETE BLOCK DULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE FORRVE ICULART ROTECTIONTSTANDARRD GUARDRAILI ISHOULD (FOR USE ALONG SHARED USE PATHS) BE USED TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 1 3.1 1 0.970 4.903 16 1 3.4 1 0.970 5.265 17 1 4.0 1 1.173 6.032 INCREMENT 1 0.45 1 - 0.582 rn 71 A N r` t M rn -- yy „ 2,-7„ 9y „ 4'-2" PLAN OBTAIN TRUE QUANTITIES. w w w w �'a -a _ #8 x 6" WIDTH N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. d' a O cV I•- O U 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. n a a a a v v 3" DIAMETER SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. U u,l N �I a CHHHHHHHE _ _ _ _ o ; OLLAR WEEP HOLE U Q 3. INCREMENTS TO BE ADDED FOR EACH N SEE NOTE 8 ;0 _ z HEM������ 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH 3:O (d1 X Q J U)Q (1} ADDITIONAL FOOT OF DEPTH. Z 12„ - (N OR GALVANIZED STEEL WIRE, MINIMUM ai w 0 J Ul 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. iv 12"-15"-18" OR 24" , _ BOEHM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY 0 Q d J W TO THE OUTSIDE OF THE STRUCTURE. V > Ln O ~ � L W W 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". _ p o A - v ' A ' moomfl 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST ¢ rn '"' O W U OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR a n _L ... �..--... n w-w. CONCRETE IS TO BE 4000 PSI. o N Q Q � W CONCRETE. 1%2' V �' I ,11 p SECTION A -A �� 2" 10. /WY ALTERNATE METHODS OF ANCHORAGE v a a UJ -J W Z U W 6.ALL CONCRETE TO BE CLASS Al SEE DETAIL B I) II CONCRETE QUANTITIES FOR MIN. DEPTH MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON 00 -1 , U J ON PLANS THE 7. WHEN IS TO INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 11/4' 4. CAST IRON LUGS AS SHOWN HEREON. 11. DUMP NO WASTE DRAINS TO WATERWAY � LLI © W Q 'un U U ~ LLI ~ UJ THE COST OF FURNISHING AND PLACING 18" CONCRETE (PIPE - 1.620 CU. YD. CONCRETE -� GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 E LOCATION OF Li' Q U ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D LETTERING MAY VARY BY MANUFACTURER. SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ADD 0,469 CU. YD, PER O I• W CL W Q_ O Z ADDITIONAL FOOT OF DEPTH. GRATE DETAIL � W W O 4 4 C) Z Z SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VDOT SPECIFICATION W W W Q Q NVOOT `VDOT SPECIFICATION = C 4 REFERENCE STANDARD HANDRAIL REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS W W W U) V) 105 METHOD 0 F LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 1211 - 24° PIPE: MAXIMUM DEPTH (H) - 10' 233 ce 238 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 302 601.05 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION co GR-11 B-1. B-2 GR-11 PAY LINT GR-2 %" THREADED STU GALV. L2/ "X2/2'X/♦" E > O O O O EXISTING OR PROPOSED 1 i I O SIDEWALK- SEE NOTE 15 2 Lu N V/SLEEVE INSERT 3;_6" 8'-8" LONG � N N N N EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT GALV. MC6X12 3'-2" ~ Z 8' X 6" TENS (AS REQ'D,) = Q Ch TIMBER POST BEARING PLATE, WEEP HOLE (AS REQ'D.) U SOIL (PLATE W LE (AS Q'D.) - ANCHOR PLATE NUT AND WASHER I r-3--A BARS-1 arill-C 010' C C D_ o D z 'CIO- M L i AF 74' ANCHOR i .. ow I `,° i� ` Q 10" C-C , WELDED DATE TS �'4' DIA ANCHOR C3 OR CABLE 6 3 CABLE w I 1 = to = w - - TYPICAL -, _ _ > NON. 2" ' Oh c- o M - BARS C � I MAX. 3" > STEPS (As REQ'DJ 1 nm x - FACE OF CURB - Q 8" C-C 2' . 12" 2' 12/4/17 END SECTION PLAN I I �+ OO FLOW ao O SEE STD GR-HDW I 1 , zed '+- BARS A 2'-7" DRAWN BY 8" X 6" 'TIMBER POST ANCHOR PLATE I I I ALTERNATE JOINT RACK CO OL JO Q 10 C-C _. %..4- �� RNATE J 1 C NTR INT HEX. BOLT AND NUT 4: ::.. .. •.. ' DETAIL1_2'-O"_18'.l_2._2.. B.,SECTION B-B COLLAR A. ALLISON LONG WITH WASHER W MIN. 3'-6" 6' MIN. STEEL > 10' MAX(. PLAN VIEW 10' MAX. T-4" " T-O" N 2'-7" DETAIL A TUBE FOUNDATION 3. �E D TIE 3E D _I X 1- �... SEE DETAIL A DIA. ANCHOR CABLE TOP OF GROUND N DESIGNED BY I „ • I OR PAVEMENT I TWO (2)" HEX. BOLTS 6" x 6" - W5.5 x W5.5 WELDED AND NUTS 10" LONG B-1 WIRE FABRIC OR EQUIVALENT AREA WITH WASHERS I I SEE DETAIL B I SOIL PLATE MONIOLITHIC7 2" X2/2 X/4 - SLOPE OF . APPROACH C. SHIFFLETT SURFACE GALV.MC6X12 T-2" • CHECKED BY C FOOTING GALVANIZED MC 6 X 12 1 WARPED SECTION D-D • . L . - - - - - - > _ BARS E SURFACE C. KOTARSKI ELEVATION I I � 1 s'/2' 7%2' 2'-0" 1 1 � MM s" c-c WELD 2% " X �4' }� �. ( ( I I E 3' DIAMETER I BARS E Q 6„ C- 8„ GALV. WELD ALL SL6TTED HOLE I� 1 I 9" " 9" ( I F D + 8" + 2X I IB I B 2' BARS B-1 GALV• , SCALE 5% 1 1" DIA. X 7' LG. - _ WEEP HOLE - m B_2 SEE NOTE 8 MC6X12 ST X H • N/A STUD SHEAR TYP. ENTIRE LENGTH CABLE T DETAIL B HOLE 6DOGHOUSE WITH FOOTING SECTION C-C CONNECTOR ,o „ 8" NOTES FRONT ELEVATION TO COLLAR. . DECREASE TO 1" WHEN INLET IS USED SECTION E-E • DIA. HOLES I I I DI-2A D)I-26 WITH MEDIANS. SOIL PLATE _ _ 1• SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, �4' DIA CABLE TO DE -%"H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. HOLE HO SWAGE CONNECTED STANDARD SWAGGED DIA HO DIA FITTING AND STUD �? HOLE LE 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. H DIA ANCHOR CABLE SWAIGE CONNECTION HOLES 3. CONCRETE SHALL BE 4000 PSI. 4• TO THREADED STUD SHORT WOODEN POST ' WHERE OPENINGS ARE REQUIED FOR PIPE, THEY SHALL BE FORMED, TH LED, PERTLY CUT AS APPROVED BY THE ENGINREER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR ATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PEES TO A 1g" o ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN 4" , 4" I 4" I T 71 'A 0 0 0 HOLEDIA• 274 in 3" ' 1 THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 14" /" %8' X 23'4' X 3" i 5. DIMENSIONS SHOWN ARE MI�#MUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. �I. I.Jlzl" WARPED GUTTER , BARS A-1 APPROACH GUTTER Q _ 7„ I a I I FrOW - - WEEPHOLE „ I „ 1'/i L 2t/, X2'/, X7/4" 1 r a j BARS A-1 F SEE NOTE 8 BENT PLATES J� GALtIANiZEb Z 0 Fw °i Q - I _ BARS A - APROACH a °CL z i BARS - Q 0" C-C to „ „ STEEL END PLATE , w 10" C-C I I/+" SURFACE STUp 4 „ ' FOR USE ON GRADES = w BARS B Q • ��S C ' • VAR COIN. I N 6. "D" IS NOMINAL DIAMETER. L z 8" C-C 0 - E�DED TO ANGL 1%" DIA 4" DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED DI-2C BARS F IQ 1 0 Q 2' C-C HOLE 1%" DIA. 7. IN THE EVENT THE INVERT OF THE OUTFALL PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. I WARPED ' h HOLE THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING - ".:.,..._- .. - -_- Q. OR PONDING OF WATER IN 'THE STRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PPE ENTERING AND L _ - � 1 _ J � TYPE A SURFACE TYPE B ONE PIPE EXITING STRUCTURE) - a LETS 8"X6"X}{e" 8• TONGUE AND GROOVE JOINTF ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. I I 'STEPS NOSE DETAILS c � JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. FLOW I Fr- 2,-3„ SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. BEARING PLATE STEEL FOUNDATION TUBE I 1 DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM }� W 36" 4" 6" 18" 21" 48" 5" 6" 24" 27" 60" 5" 8" 36" 42" 72" 6" B„ 48" 54" 84" 7" 8" 60" 66" 96" 8" 8" 66" 72" 1 , )6" STEEL ANCHOR " TYPES NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE A-� EEGHT (8) % DIA. HOLE PLATE ONE PIECE COLD FORM NOTE: USE OF THIS TERMINAL TREATMENT IS RESTRICTED FOR USE IN SAGS BE SYMMETRICAL SECTION A -A SOF HEAR* 30' MC IS TOW BE ANCHOREDWITH H V," 4" 2 STUD ui ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAYS. BOTH SIDES TOI FOR STEP DETAILS SEE STD. ST-1. . XVDOT TRAILING END TERMINAL TREATMENT SPECIFICATION REFERENCE ��/DQ'j' ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS SPECIFICATION REFERENCE x�/DQ"I ROAD AND BRIDGE STTANDARDS STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDSc r.J_ SHEET 1 OF 1 REVISION DATE 505 SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 105 SHEET 1 OF 2 REVISION DATE 1211 - 24t1 PIPE MAXIMUM DEPTH {H> - �� 233 501.20 VIRGINIA DEPARTMENT OF TRANSPORTATION 221 103.11 302 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 0 /NF DI-3A, 38, 3C RW-3 �I )4" PREMOLDED JOINT FILLER � SURFACE OF JOINT TF PAINTED WITH ASPHALT S, spy z C o IT F BACK F 1 NOT LESS THAN 4' 1 EXPANSION JOINT 3'_t0" FORE DETAILS CO ER INLET FRAME & COVER BACK OF SIDEWALK SEE STANDARD IC-2. EXPANSION KEYED Y JOINT JOINTT. BARS sus APPROACH � (GUTTER w BAR G GUTTER OD 0 „(�Lu ■ J Q Q ( BARS G 4" 4" 2" Z� I OF Ir WALL cn Q p` O IO I� 'X6„ IL U r /e w I I WATERSTOP �E'X9" TOP WATER %P WALL SEE DETAIL 4"X4" TOE OF WALL KEYED JOINT CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30'. EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. WATERSTOP DETAIL HEIGHT OF WALL "H" IN FEET THICKNESS AT TOP "A" IN FEET THICKNESS AT BASE B-.6H COMPRESSION AT TOE LBS. PER SQ. FT. AREA OF SECTION SQ. FT. 3 1'-0" 1'-9%" 856 4.83 4 1'-O" 2'-4Y4" 1141 7.43 5 1'-0" 3'-0" 1427 10.63 6 1'-0" T-71/4' 1712 14.43 7 1'-0" 4'-2%" 1997 18.83 8 T-O" 4'-9%" 2283 23.83 9 T-0" 5'-4Y4" 2568 29.43 10 1'-0" W-O" 2853 35.63 11 T-11/4 W-71/4' 3139 42.98 12 T-2 3/8 7'-2%" 3424 51.03 13 T-3 5/8 7'-9%" 3709 59.78 pl-5 1'-4 3/4 8'-4Y'4' 3995 69.23 1'-6" 9'-0" 4280 79.38 H2O - S16 LIVE LOAD DECK SURCHARGE - LOADED POROUS BACKFILL Q 100 LBS./CU. FT 078 OR #8 AGGREGATE OR CRUSHED MEETING #78 OR #8 GRADATION REQ H - HEIGHT IN FEET. BASE - 6/10 H A - V6 BASE, WITH MIN. OF EARTH - 100 LBS. CONCRETE - 150 LBS. ANGLE OF REPOSE - 11/2: 1 NOTE' DEPTH OF WALL IN GROUND DETERMINED BY CONDITIONS. TO BE NOT LESS THAN T-6" WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR OR GALVANIZED STEEL WIRE, MINIMUM WINE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE. BARS C ro 2" 6„s„6„ BARS B p W BAR C 2„ 1 - SUBBASE UJ ARS F � aa.. ~O - _ = HARDWARE z Q CLOTH co 1 1 I o w+ BARS F t WEEP HOLE. W 1 A o Q F o I SEE NOTE O I ,n I Q U M x _j "' W GLASS` " o II II BAR F BAR A NOTESSSE Q Q I BARS D GUTTER FACE OF CURB 8" IR„ r ) UIREMENTS N IIl It � �i v•.•, CR CK CONTROL JOINT CRACK CONTROL JOINT - e W s'MIN, PLAN 3 D SECTION A -A =' p' , y p 1 'MAX. MIN. r (' Q I- 1'. 10' MAX. U l _ �"A KEYED CONST. JOINT O L-VARIABLE -MAX. 20' Q 2'-6" B 8" 2 GUTTER 2' 10" p p , y p . 2' 0„ 8. 3,_0„ 2„ Z I�"' APPROACH o~ i4R5 A GUTTER u �4r y 0 0 !L I- ---- - - - - -- --- .7' vl'_ ----r - - BARS F BARS E Iy i y F ' *3" DIAMETER BARS E BARS B ', _• y' p , O p y m i WEEP HOLE FRONT ELEVATION BARs F 6" r s" a" Z a. �y s• : v��,� - - - - - - (GUTTER REMOVED) 11/4 ui 8 Imo,. I 5X1/4" BENT PLATE II \ SECTION B-B ' ' N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2%2"X21/2"XI/4" v � v ' vs GALVANIZED 0 •,., - p' , v •', p' , - , ''• TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CG-6 STANDARDS. � TYPE A • TYPE B 1/2" X 4" STUD SHEAR CONNECTOR WELDED 3" DRAIN PIPES 8'APART GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C. B - 6/10 H 6" CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" SAFE BEARING CAPACITY OF SOIL ROCK MINIMUM............................................................... 10,000 - 20,000 LBS. PER SQ. FT. GRAVEL AND COARSE SAND, WELL CEMENTED .............. 46,000 - 20,000 LBS. PER SQ. FT. CLAY IN THICK BEDS, ALWAYS DRY...............................12,000 - 16,000 LBS. PER SQ. FT. CLAY IN THICK BEDS, MODERATELY DRY ....................... 8,000 - 12,000 LBS. PER SQ. FT. CLAY, SOFT...................................................................... 2,000 - 4,000 LBS. PER SQ. FT. SAND, DRY, COMPACT, AND WELL CEMENTED ................... 8,000 - 12,000 LBS. PER SQ. FT. SAND, CLEAN, DRY............................................................ 4,000 - 8,000 LBS. PER SQ. FT. ALLUVIAL SOILS, ETC ....................................................... 1,000 - 2,000 LBS. PER SQ. FT. APPR. PAVEMENT DI-3A L DI-31B L DI-3C L WARPED PAVEMENT x I = I FLOW FLOW ( FLOW 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB JOB NO. NOTE: IF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SON_ A SPECIAL FOOTING IS TO BE USED. FOR USE IN SAGS BOTH SIDES 70 BE SYMMETRICAL WITHOUT GUTTER 37032 1VDOT ROAD AND BRIDGE STANDARDS CONCRETE GRAVITY RETAINING WALLS INFINITE SURCHARGE AND DECK SURCHARGE - LOADED VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION `VDOT STANDARD CURB DROP INLET 12" - 30" PIPE. MAXIMUM DEPTH (H) - 8' VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION SHEET 1 OF 1 REVISION DATE 506 ROAD AND BRIDGE SHEET 1 OF 2 STANDARDS REVISION DATE 08/t0 233 302 SHEET NO. ��'� 401.02 t04.09 30 3 �Z DO ig a 0 _ O _w Q N c L OU 7 � 7 (n '> aa)) _ 0 5� 0 ll c a » Ju 3 w 3) 0 3) ❑ 2 v � n c0i y o 5 c U CU o� O c 21 'v m U S 0 � U a 2 m c c: O '- U t6 Q. O uai as F- E f- L NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X (1, 2) INTEGRATED DUCTILE IRON (1, 2) INTEGRATED DUCTILE IRON (1, 2) INTEGRATED DUCTILE IRON FRAME &GRATE TO MATCH BASIN O.D. FRAME & GRATE TO MATCH BASIN O.D. FRAME & GRATE TO MATCH BASIN O.D. y..a ��p00p 18" MIN WIDTH GUIDELINE 18" MIN WIDTH GUIDELINE �QO 18"MIN WIDTH GUIDELINE �000000 � 8" MIN THICKNESS GUIDELINE a a a i MINIMUM PIPE BURIAL MINIMUM PIPE BURIAL 8" MIN THICKNESS GUIDELINE DEPTH PER PIPE DEPTH PER PIPE MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS MANUFACTURER a4 MANUFACTURER 8" MIN THICKNESS GUIDELINE DEPTH PER PIPE t AVAILABLE (ACCORDING TO RECOMMENDATION (3) VARIABLE INVERT HEIGHTS MANUFACTURER PLANS/TAKE OFF) (MIN. MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE ACCORDING TO RECOMMENDATION (5) ADAPTER AVAILABLE {ACCORDING TO (MIN. MANUFACTURING ( (5) ADAPTER REQ. SAME AS MIN. SUMP) GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS/TAKE OFF) (5) ADAPTER PLANS/TAKE OFF) (MIN. MANUFACTURING ANGLES ANGLES REQ. SAME AS MIN. SUMP) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ANGLES VARIABLE REQ. SAME AS MIN. SUMP) VARIABLE 0' - 360° GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. VARIABLE 00 -360° T TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCORDING TO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, PLANS SEE DRAWING N0.7001-110-111 FOR NON TRAFFIC INSTALLATION. ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS. ` PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. 1 SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. i (3) VARIABLE SUMP DEPTH (3) VARIABLE SUMP DEPTH / (3ACCORDING TO PLANS ACCORDING TO PLANS ACCORDING TO PLANS (6" MIN BASED ON (6" MIN. BASED ON WATERTIGHT JOINT (6 MIN. BASED ON MANUFACTURING REQ.) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: ^ , DUAL MANUFACTURING REQ.) (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: MANUFACTURING REQ.) 4" MIN {CORRUGATED HDPE SHOWN) 4" MIN 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR WALL, fy� 4" MIN 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), ` I PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC i PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC v � • 7i i T THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER � �� � � THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER i i GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: � (CORRUGATED HDPE SHOWN} CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 4'- 12" FOR CORRUGATED HDPE (ADS N-121HANGOR DUAL WALL, CLASS 11. OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN STANDARD MEETS H-10 MEETS H-20 1299CGP 1299CGS 7001-110-202 7001-110.203 SOLID COVER MEETS H-ZO 1299CGC 7001-110-204 PEDESTRIAN BRONZE WA 1299CGP6 7001-110-205 DOME N/A 1299CGD 7001-110-206 DROP !N GRATE LIGHT DUTY 1201DI 7001-110-021 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME NIA 1899CGD 7001-110-215 DROP IN GRATE LIGHT DUTY 1801 D1 7001-110-074 GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 2499CGP 7001-110-216 STANDARD MEETS H-20 2499CGS 7001-110-217 SOLID COVER MEETS H-20 2499CGC 7001-110-218 DOME NIA 2499CGD 7001-110-219 DROP IN GRATE LIGHT DUTY 2401 DI 7001-110-075 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05, 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED 3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03 29-06 PHN (770) 932-2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06 PHN (770) 932-2443 S D F 0VERW ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. t RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03.06 PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 1�T�7to last FAX (770) 932-2490 SEE DRAWING NO.7001-110-065. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N IO laS l FAX (770) 932-2490 SEE DRAWING NO. 7001-ilO-065. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR - FAX (770) 932-2490 SEE DRAWING NO. 7001-110 065 TECHNICAL INFORMATION SHOWN HEREIN J www.nyloplast•us.com TECHNICAL INFORMATION SHOWN HEREIN y www.n o last-us.com Nylo last !4 P TECHNICAL 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISED BY NMH PROJECT NOJNAME 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISED BY NMH PROJECT NOJNAME 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO EC ICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME www.nyloplast-us.con REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION REPRODUCTION OF THIS PRINT OR ANY INFORMATION ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-12iHANCOR DUAL WALL). N-12 HP TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY CONTAINED HEREIN, OR MANUFACTURE OF ANY CONTAINED HEREIN, OR MANUFACTURE OF ANY N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0311-16 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N-12 HP, 8 PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 031416 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 8 PVC SEWER. DATE 03-14-16 24 IN DRAW BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360'. TO DETERMINE MINIMUM 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 9° TO 360°. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG N0. 7001-110-189 REV E ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG NO. 7001-110-191 REV E ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110 012'. PERMISSION FROM NYLOPLAST. �2oI3 NncPusr PERMISSION FROM NYLOPLAST. _ _ ozoi3Nv�oatnsT PERMISSION FROM NYLOPLAST. �n,a NYI ngacr DWG SIZE A SCALE 1:40 SHEET 10F 1 DWG N0. 7001.11Mi92 REV E DIMENSIONS ARE FOR REFERENCE ONLY 1201DI I NYLOPLAST DRAIN BASIN WITH DOME GRATE I 2499CGC APPROX. DRAIN AREA = 39.75 ,SO IN APPROX. WEIGHT =15 LBS 014.95 r I 1.25 011.64 ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE ARE IN INCHES DIMENSIONS E NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GA 30518 GRATE HAS LIGHT DUTY RATING 70-50-05 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 3.5.00 PHN (770) 932-2443 FAX (770) 932-2490 Ny O ast QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-us.com REVISED BY EBC PROJECT NOJNAME TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4-13.11 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 W DROP IN JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DCDlAICCInKI CDnAA AIVI n l ACT -1..1" 1I1111 A- DIWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-021 REV 0 4 f)nnnnn APPROX. WEIGHT WITH FRAME = 39.90 LBS (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. e 1 j (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN, SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35): PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) .... 3 1 - 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. N STUB JOINT TIGHTNESS SHALL CONFORM T 4- DRAINAGE CONNECTION S U 0 G 0 0 HOPE ADS N-1 ANCOR DUAL W ASTM D3212 FOR CORRUGATED( 21H ALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE E MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. TOP 2' OF STRUCTURE SHALL BE PAINTED BLACK (5) ADAPTER ANGLES VARIABLE 0' - 360' ACCORDING TO PLANS 4" MIN ON 8"- 24" 6" MIN ON 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 8"- 30' OR CLASS 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HASPROPRIETARY IGHTS. THE RECEIPT NYLR DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFORD GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03.25-10 r� PHN (770) 932-2443 N lO last FAX (770) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN E MA REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS www.n -us.c J' o last YI P REVISED BY CCA DATE 09 0513 PROJECT N NOJNAME TITLE GRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PFRMI.4BInN FROM NYI ()PI AST 1„1,.11--T DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110.397 REV C 4 onnnnn APPROX. WEIGHT WITH FRAME = 68.50 LBS FOR EASY ACCESS 1.25 2.75 F- 3.56 � I r EE3 Ea 13.56 } 13.38 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 3.3-06 DUCTILE IRON PHN (770) 932.2443 N lO last FAX (770) 932.2490 y www.nyloplast-us.c REVISED BY EBC DATE 3.16.10 PROJECT NOJNAME TITLE 12 IN SOLD COVER ASSEMBLY 7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02010 NYLOPLAST DWG SIZE A SCALE 1:8 SHEET 10171 DWG NO. 7001-110.204 REV C 1R PA 022.13 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 3-8-06 DUCTILE ORON PHN (770) 932-2443 N�7lO last FAX (770) 932.2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME ✓ www.nyloplast-us.v TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3-13-10 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 18 W SOLD COVER ASSEMBLY - TYPE C 7001-110-027 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN I DWG SIZE A I SCALE 1:10 SHEET 1 OF 1 I DWG NO. 7001-110-214 REV C PERMISSION FROM NYLOPLAST. ©2010 NYLOPLAST APPROX. WEIGHT WITH FRAME=138.00 LBS t- 1.50 3.04J��\'\ �X\ 024.75 028.50 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARYE NYLOPLAST HAS PROPRIETARY NYL RIGHTS. TH RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-8-06 DUCTILE IRON PHN (770) 932-2443 MEETS H-20 LOAD RATING GRATE M TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN ( ) Nylo last FAX 770 932-2490 REVISED BY EBC PROJECT N NOJNAME - QUALITY: MATERIALS SHALL CONFORM TO ASTM A5366 GRADE 70 50-05 www.n o last-us.com YI P REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 3-1310 24 IN SOLO COVER ASSEMBLY -TYPE B 7001-110-025 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:10 SHEET 1 OF 1 DWG NO. 7001-110.218 REV C PERMISSION FROM NYLOPLAST. ID2010 NYMPI AST nAn4 r%I APPROX. DRAIN AREA=164.94 SQ IN APPROX. WEIGHT = 67.50 LBS 028.05 40 X .50 .50 1.25 022.50 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY CJA MATERIAL 3130 VERONA AVE BUFORD, GA 30518 GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART Ill, DEPARTMENT OF OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT INFORMATION E OF ANY CONTAINED HEREIN, OR MANUFACTURE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE REVISED BY DATE 7.5-01 JJC 2-22-11 Nylo last PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.c+ PROJECT NOJNAME TITLE 24 IN DROP IN JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 920ii nYLOPvs DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-075 REV D IWO 4► I.� I Ic. N'tf, .168(1 Ap /I0/1cl #+Af#*40 40 M E o O CYN v tV (A j E Lu E W FF--- W m 3 U 3 QUU..o� O Lu. - u � U 0 Z z 'Morn a> o N a 0 Lu 1-4 O x U W Z Q oa :3 v w _ N U>`° Z p Z Lq F- )�W O oN w oLLJ ow tn CULLJ LLl Oa J J ko F- O L U W W O Q W Q Z a. Q. LU � Q Q Q z z 0 -1S (nU)IJOQQ ti ti ti 4 a � LLI LU LLI Lo Lo 0 2 F- p CO CO 01 m O w W i- N �a� N N N N a� �Q ��� O *-I M Ln z O DATE in 1214117 O DRAWN BY A. ALLISON DESIGNED BY . C. SHIFFLETT CHECKED BY • C. KOTARSKI • SCALE I' N/A • z J - z W ^ V O U) J ¢ J W'�_ >r W Woo o W 0 W Q Q LLJ m W W a �-- AAAAAAJ 0 AJ cH G t t c z W J O O JOB NO. 37032 SHEET NO. C1.5 L IIvi0 f:DL 0 I0 0 0 II0 iI0 0 0 0 V 95 II0 0 IIIII0 IIIIIIIIIIIfcl�, r 7 IIII1 7 IP IC: 0 IR IIIII%b IIIIIIIIST"IRI, BRiCK �2 v IIII0 FE A SRvh 5 IB 3 I 4,2 TYr II0 III0 f I0 0 0 0 01, 0 II0 III0 Y I�;7 Iow. Ijv pp II0 2 0 x IIII323. 24 n VOL I35899 P/ If 'N I­7 0 0 'N IIIII3 U L� IPE/�, IN,= I000r� L 7 IIV­ r IT C� �RS SHO; IIIF3 . ..... 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KOTARSKI SCALE 1 11 = 401 uj 2: CL 0 .j ui ui 0 LU Q� 0 u LU -j uj ca 70, uj I 0 0 JOB NO U) z 0 0 z 0 (D z x ui 37032 SHEET NO C2. 0 c _0 0 > DOU;L 0 THEE 12 J_ 0 E_ 0 15" N 7 TR -1 EE (DA. SYCAMCRE 0 'DOUBLE YCAVO T, I S�CAVO, 12' -A. OURLE TREE TRE & 12" 2' 0 27- 7 YCAMORE EE 0 M TRESE 00 9 0 MEE 6 -SYCAMORE - ------- TREE TPEE TRIP 21' —7: TREE �5YCAMORA Y" 15� TREE 6 YCAUIORE "TRPF TR_ 2� 114% DOUB� E --- --- Y VORE 6 CA, 15'T,'?!Pl FREE ........ T,!?EE TREF A� 5' 77, '114 12" 0 TRIP, % 3yc 12 TREE, �TREE TREP VORE 4� ;, < I �> LE 'o 6'TR- u 1_1%6' x 7,% 21 C "6 6�E;E , � r\�T 0 DO TREE T UUB�f T,'iEE 0, 6 DOUBL !S4, 4 T E T YCAWORE DOU3LE i7 IE - T TRE 15" 15 TRE cl ...... 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SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' z 0', 0 LLJ > c I I c > r w 2! D (D c, w 0 W.! u > LU uj uj w c c 7p ui JOB NO. 37032 NO. 1 L NOTES: tLEGEND: 0 1. RWSA SHALL BE CONTACTED AT LEAST THREE BUSINESS DAYS IN ADVANCE OF ANY WORKS ON RWSA PROPERTY. REMOVE CONCRETE 0 2. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE RWSA SITE IS SECURE THROUGHOUT CONSTRUCTION. THIS INCLUDES SECURING GATES OUTSIDE HOURS OF CONSTRUCTION, TEMPORARY FENCING AS 0 REQUIRED, ETC. REMOVE RAISED CONCRETE 3. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING SANITARY SEWER LINES PRIOR TO THE START OF CONSTRUCTION. THE DESIGN ENGINEER SHALL BE MADE AWARE OF ANY DISCREPANCY BETWEEN SURVEY DATA AND REMOVE ASPHALT FIELD CONDITIONS. 4. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. 0, 5. THE CONTRACTOR SHALL COORDINATE WITH RSWA AND ACSA STAFF PRIOR TO THE ABANDONMENT/REMOVAL OF ANY ASPHALT TO BE MILLED SANITARY SEWER STRUCTURE AND PIPES AS NOTED ON THIS SHEET. PORTION OF REMOVE PORTION OF REMOVE GRAVEL 0 EASEMENT TO BE SANITARY PIPE. 0 REMOVE BUILDING 0 ADJUSTED— REFER TO SHEET C4.2 0 SAWCUT REMOVETREE ELECTRIC SERVICE TO BE tRELOCATED UNDERGROUND SAW CUT ELECTRIC SERVICE TO BE RELOCATED UNDERGROUND T- tREMOVE SANITARY SEWER REMOVE 0 PORTIO N/O� z 12"CULVERT 0 TOP 36 10 SANITARYSEWERMH -WOOLENMLS - 4-1 PORTION OF REMOVE 0 INV 358.66., SEVV�R EASEMENT SAWCUT SIGN TO BE ADJUSTED L.,,l V REMOVE—" SIGN IFUL t tPOLE '77, RE MOVE POWER POWER - ---------- LT REMOVE REMOVE ASPHA p;: EMENT QHP REMOVEj-�'-t_ POWER GA E� POLES I X F AD -,T RE MOVE GATE`&,POSTS DST 01 mtf -PORT PC -REMOVE ION -00' (#2,160 -(OF SANITARY PIRE t REMOVE tASPHALT 20'PERMANENT — i - �:� 11 , %44b PAVEMENT .. .. ..... Tl� V PLAJ, REI ­GATt ACCESS EASEMENT c WA (D-B.14468-386,398 'y EXIST. ROCK �`RM VE 'REMOVE/VIRL�'��- REMOVE: OV ERHEAD� BUILDING SHALL EMOVE R POWER LINE CONC.PAD M REMAIN REMOVESTOR ONC. WALL,- PROTECT EXIST C AS PHALT BRIDGE.S.TRUC URES REMOVE (4) BOLLARDS Z-/ MH&ASS 3i, REMOVE hz* REMOVE EXIST. BRICK CONC. PAD IT_ BUILDING SHALL PROTECT EXIST. REMAIN & STAIRS INLET & REIVIO M BRICK BUILDING REMOVE S7 -TORING REMOVE STORM PIPE WELL CONC. PAD S REMOVE T IFFE WALKWAY REMOVE 6,FE 3 f4.20 F! 4V' \CONC. PAD REMOVE CONC. REMOVE TO REMAIN GUTTER . . . . . . . . SANITARY UJT.:: REMOVEi f SEWER FREMOVE Awc b, 7r, REMOVE WELL SIGN CONC. PAD REMOVE BOLARD 'SIGN OVE REMOVE 0 C. PAD WELL 'o ASPHALT 010 ... . . . . . . . . . BVL.-- -V REMOVE CO A EMEN T: RAISED CONC. RCC REMOVE REMOVE ST RC��- REMOVE STORM INLET PAVEMENT 0 ,/MH&AS"SOC./PIPE'S 77. IASPHAL f GUTTER 0 ­Tc REMOVE Ovvr-!-,- MILLED REMOVE SIGN EA �'_-A: 0 �13 0) EXIST. SEW =R Wl6ORN'L--_K 0 MANHOLE TO APPROX. LOCATION OF BLOCK tREMAIN" REMOVE _S/ , 9Q S/ REMOVE -UNKNOWN -STORM SEWER. REMOVE CONC. BUILDING ABANDONLINPLAQ9��., I -_ %,�' — ASPHALT APPROX. LOCATIOt7��, GUTTER PAVEMENT- 0 EXIST SANITARY REMOVE ux-\ 41 -­M pp I — - - - - � :,i� SEWER ANHOLE s GRAVEL ROAD 45�A 11 N REMOVE �IR LOADING DO _0f? Y BRI REMOVE­-­�­ CK S7 RYBRI ASPHALT DVT PAV ENT/ LREMOVE 0 FFE 326.215 TREES MOYE� PLUG PRIVATE RE FdR!6E\MAIN IN 'F 314,20 0 'o 4" FORCE MAIN—/' REMOVE GAS BOLLARDS, -Pl 0 REMOVE CONC. & TANK PUMP 'y APPROX. LOCATION P! & EXIST SCALES Y OF EXIS REMOYE I/ YSEWER LT v ......... SANITAR ASPHA A FORCEMAIN AVEMENT.. REMOVE BL c: REMOVE Be Lo GRAVEL ROAD tOVE TREES 0 - - ------ -- - REMOVE'\ REM PAVEIVIE-1-4 I C3 REMOVFi�t E: ISTOR� INLET ENCE,&. a - TOSTS z -Z A WON/ REMOVE GRAVEL ROAD, Z' WEL tREMOVEFIRE IREMOYE t0 REMOVE SIGN MONITORING z PIV WELL DTECT EXIST. 0 0 PR_ Z -METAL BU ILDING 0 C> .4 REMOVE TREES ';-CRAVE,- 0 L 0 0 0 0 REMOV 0 0 E 18" z CO, N SANITARY SEWER EASEMENT C. PIPE Ll (D. B. 617-96, 98 PLAT) L ? o' TO BE ABANDONED ONCE NEW REMOVE REMOV PROJECT IS COMPLETE MAL I DILAPIDATED (SEED. B. 4468-386) ASP 0 I PAVE D MENT VL-1, r77-/.r_`T�/T 71- y ri -Z 11r-7 r179 REMO VE co co GRAVEL r) 0 ROAD O z 3L IN WICHA IN RIEMOVIt'(2) SCALE 1"=40' BOLLARDS, CHAINS �o �o / t0 4*4044000 C L I N C W. + cc i c. N 00 -;*I, 1tt ploof +#v rn E C) 0 M U E Lu E Lu 3: U u- U. 0 Lu 0 r, I:e Lu < _j U 00 U) 0 Lu z M,r F- 3: o (DA x u (n Lij Ln U D oz LLJ Lcf- m > uzji c: Lr) o') (Z) LLJ u 0 rj > Q) C) uj u Lu 00 C :) Lu u u �< kD UZ, C) Q Ll-i 0 0 LLJ Lu Ly (�n co co 00 0) m w > uj �,- r14 C14 :E d u < z co- DATE U) 1214117 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT D I C. KOTARSKI SCALE 1 = 40' ui ri 0 z < > < Lli _j > n z =) z Lu 0 0 C u ) ui < 0 W ui 0 0 JOB NO. 37032 SHEET NO. C2.2 L 0 a T ,[I EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE REDEVELOPMENT OF THE EXISTING WOOLEN MILLS BUILDING, CONSTRUCTION �1F ASSOCIATEDP�..e•AjtKINGT L TIES AND STORMWATER MEASURES. MITS OF CLEARING AND GRADING ARE 6.68 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY THE WASTE WATER TREATMENT PLANT TO THE WEST, MOORES CREEK TO THE SOUTH AND SINGLE FAMILY RESIDENTIAL PROPERTIES TO THE NORTH AND EAST. EXISTING SITE CONDITIONS THE SITE IS LOCATED WITHIN THE EXISTING WOOLEN MILL BUILDING PROPERTY, ADJACENT TO THE RIVANNA RIVER AND MOORES CREEK. THIS SITE CONSISTS OF TWO SEPARATE BUILDINGS, ACCESS ROADS ONTO BROADWAY ST & E MARKET STREET. THE RAILWAY AND ASSOCIATED BRIDGE CROSS THE EASTERN SIDE OF THE SITE. THE MAJORITY OF THIS SITE CONSISTS OF OVERGROWN WOODED VEGETATION AROUND THE PAVED SURFACES. OFF -SITE AREAS NO WORK WILL BE CONDUCTED OFF -SITE. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. THIS SITE PLAN IS PART OF AN OVERALL DEVELOPMENT PLAN WHICH WILL UTILIZE A REGIONAL BMP TO TREAT STORMWATER RUNOFF FOR QUALITY AND QUANTITY. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STON E FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLAINS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT BASIN - 3.14 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOICKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATIING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSIOIN, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS AL FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINNAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANNCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO (MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.2) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON -SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1.) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM SEWER PIPE, LEVEL SPREADER & OUTLET PROTECTION. SEE NOTE #2 ON SHEET iC3.2 FOR ADDITIONAL INFORMATION ON LEVEL SPREADER INSTALLATION. 4. INSTALL DIVERSION DIKES & INLET PROTECTION. 5. AFTER ALL EROSION AND SEDIMENT CONTROL (MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. ROUGH GRADE PROJECT AREA. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.3) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE, REMOVE THE SEDIMENT BASIN. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A, LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MOINTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATIERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLI[CABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMEINT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPIING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORZIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTIING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. TEHPORAR Y SLOPE DRAIN COPRUCATED METAL EXTENSION COLLAR WATERPROOF SEAL EARTHEN DIKE (COMPACTED) - SECTION VIEW PROVIDE INLET PROTECTION 7 NOTE: SEDIMENT MAY BE CONTROLLED AT OUTILET IP UPLAND PONDINC WILL CREATE PROBLEMS EARTHEN DIKE (COMPACTED) J.I 11101111101111 SECTION A - A TSD TEMPORARY SLOPE DRAIN No Scale D+6" D 18„ T T FLARED END -SECTION C GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT, ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 13D - CATOCTIN VERY STONY SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 23B - DAVIDSON CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 23C - DAVIDSON CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 58D - MYERSVILLE SILT LOAM, 15 TO 25 PERCENT SLOPES. 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRECTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 71C - RABUN CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 76 - RIVERVIEW LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: B 83 - TOCCOA, FINE SANDY LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP:: A D /- CONNECTOR SECTI❑N I REINF❑RCED B EDGE L SKIRT SECTI❑N \f 20° APPR❑X, A � W PLAN A WHERE FLARED END -SECTIONS ARE TO BE USED WITH BITUMINOUS COATED AND PAVED METAL PIPE, THEY ARE TO BE GALVANIZED ONLY. ELEVATION H TOE PLATE FLARED ENDSECTION (CONTINUED) THREADED ROD SIDE LUG 4LTERNATE CONNECTION TOE PLATE, WHERE NEEDED, TO BE PUNCHED TO MATCH IN SKIRT LIP. 3/8" GALV. BOLTS TO BE FURNISHED. LENGTH OF TOE PLATE IS W + 10" FOR 12" TO 30" DIA. PIPE AND W + 22" FOR 36" TO 60" DIA. PIPE. SKIRT SECTION FOR 12" TO 30" DIA. PIPE TO BE MADE IN ONE PIECE. SKIRT SECTION FOR 36" TO 54" DIA. PIPE MAY BE MADE FROM TWO SHEETS JOINED BY RIVETING OR BOLTING ON CENTER LINE, 60" MAY BE CONSTRUCTED IN 3 PIECES. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT. END -SECTIONS AND FITTINGS ARE TO BE GALVANIZED STEEL OR ALUMINUM ALLOY FOR USE WITH LIKE PIPE. PIPE DIA SHEET THICKNESS DIMENSIONS STEEL ALUMINUM A 1 "TOL. B MAX. H 1 "TOL. L 1 2 TOL W 2"TOL. C 12" .064" .060" 6" 6" 6" 21" 24" 24" 15" .064" .060" 7" 8" 6" 26" 30" 24", 18" .064" .060" 8" 10" 6" 31" 36" 24" 21" .064" 1 .060" 10" 12" 6" 36" 42" 24" 24" .064" 1 .060" 10" 13" 6" 41" 48" 24" ION TOE PLATE 0m E Ov N N E U) ui °' E W Q i ; p uiO 6 U Q J 00 a-Zi- z LU q a OU t9wo�N H z U 0 z� o�x cn Q Ua �� pQ in= GJ cN z _.I �VIZ� W =UQ� 0 I- W W ~ O orn �N W p W p M� iiU O P 00 J W J �Q a a zz 0 W 4 W � 0 O O z cWn(f)UiCL¢ (D >>jz:z 0 W W W c � > � ce o 000�rnrn 0 w W I- N N "INN yak a moo, co*y�M�n z 0 DATE 4 :D 1214117 0 } DRAWN BY A. ALLISON . DESIGNED BY C. SHIFFLETT • CHECKED BY . C. KOTARSKI • SCALE I. N/A CL Z Q J ^� Q i. L W z o W Z Q U) W O O J a Z w > J O LLJ o F- io U Z `LI O W LL w inz (n Q W J G J r) I-1 W U)! Z I z W Z � O O t5 0 0. W JOB NO. 37032 SHEET NO. C3.0 L- A PIPE OUTLET CONDITIONS A TABLE 3.31-B COMPACTED SOIL � ACCEPTABLE TEMPORARY REFERENCE ORSEEDING ALL EGIONSTERIALS 18"MIN. { „'itl''ki-TU 000 _� - Tit - FLOW �� GRAVEL CURB INLET SEDIMENT FILTER ��)� �������� i PLANTING DATES SPECIES RATE (LBS./ACRE) _�� I 1111�1 'I I - I Sediment Basin design - -- ; • MIN. i' WI SPILLWAY SEPT. 1 - FEB. 15 50150 MIX OF a .a• a CREST OF EMERGENCY { -( 2' WITHOUT SPILLWAY` ado :-, _- ANNUAL RYEGRASS ,r «• r do ) j PIPE OUTLET TO FLAT drainage area (acres) 3-94 LOLIUM MULTI-FLORUM - `S •I �'� a`� 4.5' MIN., W D{ 51CifR. 5ioRMVELEY) ( 8, ) 50-100 i-- ! � AREA WITH NO basin volumes- -__ 3.09 4F ,- CEREAL(WINTER)RYE 4xO t.it, Ntf, ;8{r I DEFINED CHANNEL elevation (ft) contour area (so volume(cy) ° �. _- « - _ __--_-_-__ TEMPORARY DIVERSION DIKE 320 (SECALE CEREALE)� s ,...,�^ MIN, 1.0' tir --__ - ♦ i' .j{: iq. PLAN VIEW,\ Y•�,.' 321 2220 41-1 <("' RISER CREST FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 � + No Scale ff� ` r 322 2663 90 4 DRYSTORAGE DEWATERING (LOLIUM MULTI-FLORUM) /� VA 323 3131 107.3 wET " sTDRAGE MAY 1 -AUG. 31 GERMAN MILLET 50 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE f ¢ ¢ # # La 323.25 3251 29-5 _ _ '_'"'_ `_ `r£ (SETARIA ITALICA) �� ALONG THE LINE OF STAKES. 324 3624 125-1 Ts O s' SEUIMEKT CLEANOUT POINT s• 3.31 GRAVEL FILTER 12 � f i' / �, ry-) 0 °/D-" 325 4142 269.4 {' WET - STORAGERE)[YJCED � / RUNOFF WATER WIRE MESH! �^ J N O Td 662.8 TEMPORARY SEEDING PLANT MATERIALS (- No Scale FILTERED WATER ��_ iiCTtfIl11i=-11 �:r.._ . A' FLOW '� / 4 > O �I TABLE 3.32-D _ ..... >. : -- SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED wet storage: 264.0 design high water 627.0 SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA I I _ 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE _ - +' W EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. }- W Z CLOTH FOR ENTIRE PERIMETER dewatering orifice elevation (ft) 323.3 top of dam (ft) 628-0 TOTAL LBS. PER ACRE H wet storage provided at this elevation (cy) 268-3 top width of dam (ft) 3-0 MINIMUM CARE LAWN SEDIMENT - II : o.�. Q LL o O available volume before cleanout c 33*DA 130-0 bottom of basin ft 321-0 COMMERCIAL OR RESIDENTIAL 175-200 LBS. CONCRETE - / - l LU C U *y ( Y) ( ) ( ) GUTTER / n' s M KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% 12:, CURB INLET �` �~ Q J G Go Z A cleanout elevation (ft) 322-0 approx. bottom dimensions: 35 X85 IMPROVED PERENNIAL RYEGRASS 0-5% �� FLOW LOU- H -- O ,y distance from cleanout to orifice (ft) (> 1') 1.3 upstream face slope: 2:1 KENTUCKY BLUEGRASS 0_507o GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. , O N O downstream face slope: 3:1 SHEET FLOW INSTALLATION W _ Sri A ado (MIN.) GENERAL SLOPE (3:1 OR LESS) SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT Z I- a; d Q Q '' " (PERSPECTIVE VIEW 1- - I / - } dry storage: CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO U ti _j ,_ KENTUCKY 31 FESCUE 128 LBS. 3' * CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND I I C U) X W Q ti r r! a r> _ dry storage required (cy) (67 DA) 264.0 baffles: Yes RED TOP GRASS 2 LBS. UNPROTECTED AREAS. FLOW �MAx- < � < (r ,i . f do - Y r rinCl le S IiIWa Crest ft 325.0 len th of flow, L ft gg SEASONAL NURSE CROP * 20 LBS. A A Q O J W p P P Y () 9 () B d 1„ 150 LBS. ��� cn X N Z Q oC dry storage rovided at this elevation C 394.5 effective width, We 33 LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) IP 3.07- 6 = U Q O W W y ` PIPE OUTLET TO g p (Y) ( ) C t' / (,I, I' Ln (n Q Z O C .�� WELL DEFINED diameter of dewatering orifice (in) 3.4 L / We (baffles required if > 2} 3-0 KENTUCKY 31 FESCUE 108 LBS. 1 �'•.Y RED TOP GRASS 2 LBS. " N W W CHANNEL diameter of flexible tubing (in) (orifice+2') 5.0 STORMWATER INLET PROTECTION SEASONAL NURSE CROP * 20 LBS. �� II d Z G PLAN VIEW ; r �% collars: no M � LU CROWNVETCH ** 20 LBS- No Scale POINTS A SHOULD BE HIGHER THAN POINT B. a O W runoff. (see Routing in Cale. book) depth of water at spillway crest (ft) 0 150 LBS. TEMPORARY RIGHT-OF-WAY DIVERSIONS SF DRAINAGEWAY INSTALLATION o w Q Z \ C (use 0.45 for bare earth) 0.45 slope of upstream face (ZA) O O (FRONT ELEVATION) NIA 3.05-2 �c, O : Z * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES Z G O W W tC (min) 11.5 slope of barrel (Sb) 0 AS STATED BELOW: W Q G LU LU La 12yr 5.0 Q 2yr 8.9 length of barrel in saturated zone (Ls) 0 FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE ct�VDOT #1 SILT FENCE (W/O WIRE SUPPORT) 04 U Q Q 125yr 7.5 Q 25yr 13-3 number collars required 0 COARSE MIN• No scale � O W W W W MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET h a a AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO � O Q Q � dimension of collars na NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE TRENCH UPSLOPE ALONG THE LINE OF THE POSTS_ Q Q r 0 °/D - principle spillway'. POSTS. L __y ! o, a available head ft 1-0 emergency spillway: ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF _ yhsAX W W W Z Z I IIlII Td () Y Y Yes g { !y�� IC FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL f j QC � OC > > /� diameter riser (in) 24 bottom width (ft) 20 OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU SECTION A -A FILTER G KEY IN 6"-9"• RECOMMENDED diameter trash rack (in) 24 slope of exist channel (ft/ft) 0.054 OF CROWNVETCH, INCREASE RATE TO 30 LBS-/ACRE. ALL LEGUME SEED CLOTH FOR ENTIRE PERIMETER barrel length (ft} 190 length of exit Channel (ft) 80 MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE MINyMUM-') I I LU Co o °' °,' ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER I I > Lu O O I,I O O diameter of barrel (in) 1$ Crest of spillway (ft) 326 SEEDING PERIODS; ADD 10-20 LBS-/ACRE IN MIXES. TYPICAL GRAVEL STRUCTURE FLOW I��I �I = Q o barrel inv- in elevation (ft) 321 4. U o ,y r, ,y NOTES: barrel inv. out elevation (ft) 317 Ps 3.32 Z 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. COMPACTED 3. ATTACH THE FILTER FABRIC TO 4. BA EXCAVATED AND COMPACT THE z SOIL THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. 0 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. �!_!!�ANENT SEEDING MIX FOR PIEDMONT AREA THE TRENCH. H DATE 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. ocae > Ci� SB 3-14 _ 0 �2/4/17 O }�-II }�� MIN II >_ El 0 (_I El 0 - %` I ` If W = DRAWN BY SEDIMENT BASIN Mo �1 1_--I � � � - Irk FLOW _ ��� OUTLET PROTECTION A. ALLISON STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION 6' No Scale FENCE ATTACHED TO POSTS PRE -WEATHERED WOOD, MINIMUM DESIGNED BY ( EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TYPICAL EARTHEN STRUCTURE (! 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO FILTER FABRIC C. SHIFFLE7T i, GREATER THAN 6' ON CENTER- EVERY NINTH POST SHALL �j LEVEL ,�'P�EA DEI CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE 71I- - • CHECKED BY FENCE AS A TREE PROTECTION FENCE. -.Ti I- -t�RE=11 TP NO SCALE 3.38 WD 3-11-1 SSF -i l_I I II II I I _I I I' II 1 II I 3.05-1 . C. KOTARSKI TOE REQ UIREIVIE_NTS FOR TREE PROTECTION TEMPORARY RIGHT-OF-WAY DIVERSION SILT FENCE (WITH WIRE SUPPORT) , SCALE BANK STABILIZATION No Scale No Scale No Scale N/A FRAME WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH �U ■�� • ? CROSS SECTION 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH UNDERLINER (PREFERRED) , 5' S� FRAME o�: '�: • 6" MAX. - JUTE, OR EXCELSIOR OR EQUIVALENT FILTER CLOTH 31 3' VARIABLE (MIN. 7') ��� MIN. STAPLED IN PLACE (OPTIONAL) GATHER - EXCESS Z KEY IN T BURIED 6" MIN 6" MIN. ; `°(DOWNSTREAM VIEW) - AT C FILTER CLOTH `'- CORNERS rS } I� 1 �, i I,r'yi. ��tfit41'^'"��'I}I i III "- > 6"-9" JJIj fat+,� 1{')r{I�,1,tix+ 1"jxx� (ta t, ,, I, - a�I� I=I I I� PERSPECTIVE VIEWS J - „Y, T`I n i ICI I=1 I I1I�---I I-""I'^��� BURIED 6" MIN. STAKE I PERSPECTIVE VIEW J ; I f I-III-III-III-III=i I I-III=1 I I I=1 11=1 I I-III-1 I I -fits I`'-�'�&'r `r1=1 -I 11=III=1 I IJ _ v I1-I 11=1 I I -I 11=111-III I I I=1 I I I I -1 I I_I I l-i I I_I I I -I I I_I I I =I I II r`I I I-h i i �'1 '�I'' FABRIC - T _LLA_�_��-_,,_�-___�__�.,_ tl �II-III- I -III -III -III VDOT #1 COARSE _ i- MIN.}-III, I I III=III=III=III=111=III=III=III=III=III=11-III=III=III- 1=IIITI� AGGREGATE - I t' W L t--1 I=1I1=1 11=1 I I I I 1-I I I -I 11=III-III-11I E11I III -I I I -I I I -III I � �I �I II III MIN. o �} LEVEL LIP OF J I II {III-III-III-III-III=III=11I=111=1 I-III-111-I 1 I -III 1 Ll 2:1 OR FLOW _ 2 �I- 0 SPREADER I.I_I LtI_IILLLLI IL1-LIll�l IIII=.IIIIIII lII I1L11111.1111IL111uI FLATTER 3 �e 'n lin+atwtAtt1 Q R } MIN• e' DETAIL AsA T� 3 ^X ELEVATION OF STAKE AND FABRIC ORIENTATION l' I I Z �• _ WIRES' i - FABRIC Uj ` - SPECIFIC APPLICATION ioj LINEPOS7 �j '^ FILTER CLOTH THIS METHOD OF INLET PROTECTIION IS APPLICABLE WHERE THE INLET CONVENTIONAL "` 10 GROUND LINE ` �f, LEVEL SPREADER WITH VEGETATED LIP DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE Ax METAL (T) OR ! ! !p� MAX. , ■ THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE MIN. (U) POSTS BRACING CONCRETE FOOTING W `a j TYPICAL. THE METHOD SHALL NOIT APPLY TO INLETS RECEIVING PERSPECTIVE VIEW PERSPECTIVE VIEW I- m GRANULAR FILTER ) CD 3 20 O CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. O O PLASTIC FENCE METAL FENCE � 0 IP 3.07-1 SAF 3-10 �VV/ - Q c ROCK CHECK DAM STORM DRAIN INLET PROTECTION SAFETY FENCE No Scale No Scale No Scale W CROSS SECTION - ;- - , ,- , �, , •, - ��, „_ ., �- a•, 0 i 70' MIN. 5.1 EXISTING z T V N g A PAVEMENT W fl f .. DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLONING FULL 12D , 3' MAXIMUM TAILMATER CONDITION (Tw � 0.5 DIAMETER} ! - - - -V o uJ f VDOT #3, #357, #5, #56 OR llo { %t II I FILTER 6" M . U 0 a) 57 COARSE AGGREGATE IN 301 I i A} MOUNTABLE BERM W a VARIABLE (MIN. 7') C7 CLOTH (OPTIONAL) -� L o GALVANIZED WIRE MESH BASKET y T loo + I '' SIDE ELEVATION Uj 01 U T SECURE WIRE MESH TO TIMBER outlet Min. W - D° + 0.4La I 4 i, I I` "I 11 EXISTING GROUND Q 1 �'i I�{1' ; 1 I I Ci Pipe i cn Diameter, D { * FILTER CLOTH 6X6 TREATED TIMBER ° La.-,� `llilii'111 11�1111{i {{ ;III�'I'I11 + ,i { 1 W �- MIN. _ _ I l9 I 1 { I . ( hl : I I j ' ; f ;; 70' MWASHRACK O' MIN- v 0 1 SECURE WIRE TO GROUND 6" MIN. s4� - - ° 80 I __ B _ OPTIONAL J z T i r 5D ti I I- i. I I [Q a WITH WIRE STAPLES a ��t t§lr� tip` r 'I.I E{ il' it 1�'I' I I I II, wf�ln I " "'I i. ( ) r , ^ Q fl . u ' v) L.0 l4 #5 REBAR TO gl � 5 - `°�, 70 I )'I I .I . 'r . I I ( '� II.... '; C' ' :: 10 I m _ m r, EXI T c* ,ter' f t 15 for >> I S ING n �� r �_ _ SECURE TIMBER i j'� Q is lrt r a �n I I III"=, r- *� t t,r ri 1=i 11=1 11- P !f I I rl (ti` _j I ; I i+ 1 12' MIN. MIN.. I PAVEMENT AVEMENT x•-I-Tf-�r(r=rfl===1 n=1 I 1=I i`I-1fl� =1 I I=1 I 1=III=1 I I � Y�g � ��'� l{j� t �.�' 1 - � °k 6D - _ aw { it ,' I je a_ 1 IiI 'I, I It-s o - � I I I=I I I=III=111 111=111=111 11 1 I 1=1 � 1=111=111=1 11=111=1! G='I 1 I (h'--���`_-��!''i���,r,'�� � s�;= I'C1=� 111-111 1 I 1 } , ,, , �: .J 0 COARSE AGGREGATE ^ L ¢�L� LIB 3I�.� I I_I �I. =III= I I (=1 I I=1 11=1 (1=1 I 1=1 I 1=1 I 1=1 _ -J ' = - - ¢c5o ^r (F I ' I ' I � f1l Ifill ' II I'' ); 'I VDOT #1 COARSE AGGREGATE B 10' MIN. E MIN. THICKNESS = 6" I•" _ _ _ _ _ _ _ (( I I 1 I 1 I I I r 1 I 11�-I 11- (1-� 11- s POSITIVE l I-III=111=1 I I=111=I 11=111-111-111=11 I=111=III III=111=111= 1=111-� ��� �' I I I I I LLWi II ,. 1 I I , 1. I f DRAINAGE TO m ►,l(-III III III=111=III=III=1 I 1=! I 1=III=III- I 1=1 I 1=1 I I=III IIJ 3 * MUST EXTEND FULL WIDTH OF SEDIMENT Cn EL V { I I III ` '!+ INGRESS AND EGRESS OPERATION 7' MIN. 3' t- 4Q a , UNDISTURBED-l"�Iv4111-1 I I -III -III -III -I 11=1 I I -III -I I III -III -I 11=III �, II ~ a I i !I IIII III 1'I ; I I I I ;I I II II I' I TRAPPING DEVICE 0 -r ill I I ILL i I ILLII I I{I I Il��l ILll1111L1 IIIII II I II 2:1 OR 3D -, I °r SOIL FLATTER I� I. I, j I ' , I , , I t I I ` I � PLAN VIEW � I y III -r-.,lt f ' o= z (n a 20 ; II I i u I I I I I { I 2 v 12' MIN, z p u MIN 6' , �r -. L4 to ' ti� L } a _ o ti 1 � 3" MIN.Uj ;lill'I -i A a„ a.�� •ati aa.h ���a s )k" ----;M 7 f r 11 I .i -! ti a ,a':. a' a s 1 -. ___ _. 3 IN. Z o o I a o.�� e a LEVEL SPREADER WITH RIGID LIP i; 1:11.,� ,2' a,,5 a a g� FILTER CLOTH SECTIONA-A _ rb Recommended Min. � ��� f ,, D5 0 r 6, 7„ I U ._ o U,*MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. &SPEC. 3.19, RIPRAP `D � I I:' � � I ; - � - o _� ., ,, U V ( 3 5 10 20 ao 50 3 100 200 500 1000 w -- �- . r N a 3.19-1 3.21-2 ll (�/�/� 0o Discharge, ft./sec. (' { t " i ' V G LS TOE REQUIREMENTS FOR BANK STABILIZATION EVEL SPREADER MOORES CREEK OUTFALL RIPRAP PROTECTION CALCULATION t, cE REINFORCED CONCRETE- SECTION B-B DRAIN SPACE 3.02 �'> No Scale [NNoScale No Scale E w �. STONE CONSTRUCTION ENTRANCE Cr_.../`1,./"d./.✓\_./\,./._..,`,..,_/=m_..*._.../`•,v.�'•�.✓` hh✓''�...✓` r`.,.m.•'......T..1'`•-,._/`..._...✓;_,e'"^.✓`✓'..u...'\.J`__..%\_./`...✓"-,.;.._./`,.1`•�•-..._.i'-,,.�..r,,-,,r.._...%\.._.^.../`L.`-_/''./-'*��./\...^__.._.,.''�l'.-_..",,'`..._/`.✓''..J`...-.i`-.✓'!✓'..._...:`.._.'-�4✓-/''-..%a../`,._..^O...h"..,,n.."`,.-.>/`../'✓`._.0�._./`..._,.,+ea,.._./\....,'-,._.J`=.._.i^......�,/'3_.../`,-..... -e 2\ � - No Scale /z a t o JOB NO. u n N 37032 I 5 SHEET NO. -` S + F L c 0 QLa a` c Q a N O N (D N rn Lo c 0 a a m 3 a W U) i TOP OF DAM = 328.00 EMERGENCY �` SPILLWAY y , CLASS Al RIP ° ' RAP o 0 o ° O U U n 0 U O ' o ° 0 0 U O O O O O EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING - DRAINAGE DIVIDE { �_1 'A E�L_ _ SOIL AREA DIVIDE O ; .. .._, _. __ _._ ... .._ _. _, _. ..._ .__ _ ._.fir. .. MODIFY INLET PROTECTION TO _ ._., __ _.. ._ -_ _ _ _ _. - -- _ -_ _ _-- -- -- _ - V _ - - _ _ ALLOW 15 TEMP. SLOPE DRAIN - _ -- -- --�-- - - �- --- _ ru . TO OUTFALL ACCORDINGLY. I_ - - - ----- --- - - - - -- h -- -- --- - - -� _ _. O_ 4 JL D / f J c 0 0 r - � SSF r OTTAL LIMIOF -DISTURBANCE 1, - - - - - 'AC r qh, SSF - _. Il / - =i - -- - SHALLMAINTAINACCESSTO�THE-BACK-THECE TO THEl. -- RWSA -, _. MOORES CREEK_ ADVANCED -_WA_TER_R_ESOURCE-RECOVERY / _... _ems _ _..._ _ _ _ __ _ _. _ ^FACILITY (AWRRF) THROUGHOUT CONSTRUCTION.-- i/ - - - - - _. _. _ ... .. _ - - - - - - - - -- I - - - - - - - - - f7 -2-- FOLLOWING THE INSTALLATION OF THE -LEVEL -SPREADER, _- CONTRACTOR SHALL MONITOR DOWN STREAM SLOPES TO °0 -HAS-TAKEN-PLACE, --ENSURE-NO -EROSION -CONTRACTO.R.,SHALL Q / -- r, , ;-- �:--' = -- ---/ ,-_ f _ - - --. - IMMEDIATELY--STABILIZE-DOWN-STREAM-SLOPES-UPON EVIDENCE LI/OF EROSION --THE-- HE -LEVEL SPREADER SHALL BE UTILIZED MINIMAL EXTENT POSSIBLE -AS SOON AS -PERMANENT - - _, _ SCALE 1" 40' _._ �. _-STORMWATER INFRASTRUCTURE" HAS BEEN INSTALLED, THE SEDIMENT BASIN_:SHALL'BE TIED TO THE PERMANENT OUTFALL y _ I LOCATION_UNTIL-THE SITE HAS BEEN STABILIZED PER VESCH 0 40' 80, --.----STANDARDS. �4,j**e#rao, LT I 0"tAV r 10 SM AV /ICJ/1q Oro, 000 11f1NAL lk+L 16#f*404 M E O O U N � N � Q O > E W N Q M4 U. Y. O Q o da J mo U W J — LA a o N d ('j W zM 3: 0 x U j c Lr; rn O N v CL b 00_j toF- 1�. W z a C) QC u Q Z O uj QLo W z 0 U- U)QW�O W U W WC��� LLJ � Q Z O W Q O W W Q W Q W 4 4 0 4 � g Q W cl� W ct� W c > > 00co00rnrn ti W Q) C)N O O r'4 NJ co o DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=40` .49 JT_ W CL z W z 2: < O J a 0 uj ' F— z W O o () ul 0 W }— W z cQc W n G W m Q 0 J W J uu 0 1� z z 0 W (n J p JOB NO. 37032 SHEET NO. C3. 2 L EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING > 0 DRAINAGE DIVIDE 0 SOIL AREA DIVIDE 0 SAF- SAFETY FENCE 3.01 CONSTRUCTION ENTRANCE 3.02 0 SILT FENCE 3.05 - -------­--- ------- SUP 0 ER SILT FENCE 0 3.05 0 0 0 �t�. IINLET PROTECTION -------- 3.07 DIVERSION DIKE 3.09 0 SEDIMENT BASIN 3.14 OUTLET PROTECTION 3.18 DC I U I AL LIMITS OF),. DISTURBANCE CHECK DAM 3.20 6.68 AC m u TEMPORARY SEEDING 3.31 ps mu 0 mu PERMANENT SEEDING 3.32 Ps MULCHING 3.35 0 00, 01 IP ------- -- DUST CONTROL 3.39 DC "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER NOTE: I p m u Ps ip 1 RWSA SHALL MAINTAIN ACCESS TO THE BACK ENTRANCE TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF) THROUGHOUT CONSTRUCTION. -**4* I p I p IP I p mu ip L ff IP 0 0 Ps ip 0 0 0 0 14% 0 0 p FEMA 1p D ODWAY LIMITS OF/ 0 QISTURBAN.QE A�L Llh� 6�54 AC --DISTURBfi'TS rTo_T7 SSF �NCE�-' _'09D PLAIN 0 100 YR FEMA SSF -68fi- _6 L IP Ps I p 2 ip DP PROPOSED 100-YR Ou I L 'T PROTECTI ps DC FLOODPLAIN CALCULATION PRC 2V NIED E D ON SHEET C3.1 ip 40F fFEMA 1w, iFLOODWAY 0 ......... DC X4 SSF FLOODF ------- mu RAI I DC qqj� < 0 Ps mu ip -9 u m (L co Fib 04 i__:c o v 0 16 0- DC 0 I0) -7 w TOTAI-1, IMITS OF- -DISTURBANCE - ----- -I- --- --- < A I0 A� s 66� _0 ssp s 7 m u ood 0 --- ----- ---------- �X ...... ..... 0 r 1 0 ce) 00 < 0 z ---- --- ... ... 0 0 fc� cl) SCALE 1"=40' 0 0 0 - - ---- ----- cl) 0 - - - ---- 0 40' 80' 7 0 or W. c tj I N'r S t1l, F I > 4. N 4 �1 8 0 5/10/1q Ar 0) NA t ##4,#qok% m c, E M 0 0 E E Lu UA u. -2 ui o �a �� Ce Lu .= M < _j U Go CL Lu Lr; CCD o' U) C14 -.D < "! c Ln 001 fn Lu L/i w 0 m U :D 0 Lu Lu m u 0 U) 0 Le 0 (A I IQ ;21 0 U u Z� U) Lo LLI --I LLJ z ZL LZ 0 LL_ > W i� z U Lu \_j ).- Lu u U: Z!! LLZU a� ck� Q Q C, uj uQj L") u') L,) uj LLj Lu Lf co co co m m LLJ DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KCITARSKI SCALE 111 = 401 11� U) < L.0 CL Z < CL (n 0 < o LIJ > n > -0 z z LJJ 0 o u uj Lu < Ir 2: uj roo u.j 2 50 co _j U) < C) T Z ac)L 0 UJ = g 02 U) 'D a 0- 0 z Z) 0 '00 z Z U) co) 0 2 0 2 cl- 2 x ui Fo 0 0 CL 2 0 C) CL U) X 2 —(n ca r- 0 co C, -a JOB NO. 0 6 (2 0.2 m t -0 2 37032 Sco ( n 0 SHEET NO. CL a) C3.3 a) 0 A2 a a c a v 0 N m O N Lo C O a 0 a co z a W I- U) M E O O � V N vi N = > E LU °' W ~v a Q : tj O o p U.L h W Q V I6 r- Q U o �" TI J w — in z O H d O N a O uj Q� U Z Q ti ti Q o Q w p V> kD z ~ � > O_ W ~ O M Fr Q U-1 M O O00 N a � wh W u Z\f" Q U Q W W OWWZW �"�a ZW � :D C Q o � � Q Q � 0 W W W i/l > > H Q 00 00 00 m 0) > 0 0 (7-) 0 0 �o �a \o z 0 DATE U) D 1214117 0 r DRAWN BY A. ALLISON • DESIGNED BY 0 C. SHIFFLETT 0 CHECKED BY . C. KOTARSKI . SCALE 1 „ = 40' i • a. z <t rl v U C v 0 z42 cu w a) 0 2- 0 a v v v `o c w > w 0 � N a c m w CL O =- DLu W o W (.0 c' w = r� as tJJ ti/ j � O m 20 CL Q �z v0 fn J 2 O C E O a �J c C O N 0 d U O � v z Z0 w w 2a axi _! �v o 0 v o Q o •3 0 o_ O > rn N S v -o v w u5 cn 0 0 tl7 U = O N � Ea � O U � a � v a /V U JOB NO. 0 E coo t6 U 37032 U� O U SHEET NO. a o C4.0 �T- r C5.0 C5.2 J C5.1 Z- PROPOSED PORTION OF NEW HEAVY DUTY PAVEMENT. MATCH EXISTING ROAD CROSS SLOPE r� � N SCALE 1"=20' u') 20- 40' w w r w w cn w w w w w 1-1 U CRO, ---- woo ------ /4 oo'\'-- 6", TRENCH DRAIN u 0 /(SEE LANDSCAPE FD12 0 4 PLANS) mmmIII- mmmm111� M:. im '1001 YR FENIA FLOOD PLAIN 0 I 1= 0 U z a O � u U) LLJti j L-u z 0 v-) LL:0, , u— U) > OW�cz c) Lu 8 Uzi C) Z:� U oww4 Uzi: o c2l (f) V) u u I Lu Qj 00 co 00 0) 0) -rN 'c-o- I P) Vi DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 201 ui 37 CL z O I CL LLJ > (D > z L.0 Z C) 0 < u Lu � L.0 oC (D Lu ca U) ui I 0 0 3: JOB NO. 37032 SHEET NO. C5. 0 I t. ,[I STORM DRAINAGE TO RUN BENEATH CONNECTOR SLAB & M JWTJW-"NMJCJW TjjN M M M M 0 - - ------- SLOPES(TYP.) '14 REFERENCE LINE - SEE SHEET C5.0 PEDESTRIAN BRIDGE > (SEE STRUCTURAL DRAWINGS) ` 4 . 4 187 PRE SERVED 1 > LOPES/ 6 j �A /1-0-0 YRFE"9A FLOOD PU41w, 7- 162 M 0 (1:J63 4 - MOO CREEK V RIPRAP "6" , REFER TO PEDESTRIAN TRENCH DRAIN V\ j BRIDGE PLAN SHEETS ELANDSCAPE (SE 4. PLANS) ZZ LIMITS OF / ------ 186 SURVEY x 0 IFEMA D j� FLOODWAY -_2 r7 RIVANNA TRAIL C6, 0o 4 PRESERVED 4 SLOPES --- 4 7 4 -A - J, PEDESTRIAN BRIDGE INSET, �,f4 4 4 .-4 SCALE: 1 20' X, 6! TRENCH DRAIN 0 FD10 d. - k1-D12 SEE LANDSCAPE 4STORM DRAINAGE TO RUN PLANS• BENEATH CONNECTOR SLAB & FOOTINGS. CONTRACTOR TO 0 VERIFY CROSSING PRIOR TO INSTALLATION. 1�82 ,3,2 0-b 6" HDPE TO CONNECT DOWNSPOUT TO 0 C154 4 6" HD. TO CONNECT NYLOPLAST BASIN J , -11 DOWNSPOUT TO 0 0 RD4 / _ / aNYLOPLAST BASIN 0 4 100 YR FEMA PROPOSED100-YR FLOOD PLAIN 4' FLOODPLAIN D3 129 0 TIE TO 8" 4 CIO 0 Q, ROOF LEADER Q 344 _ - �, 6 7 a \ �/ 4 , 15 FD7 130 CO A X q, 4 N 1 7' /x DD 1 '0 4 STRUCTURE146 TIE TO 10" 0 4A1 0 Q08 DOWNSPOUT TO 0 6" HDPE TO CONNECT -4 ROOF LEADERFD5 \ /D - .,. INV. 320.56 0 FD4 1� 0 4 L6 0 lb 151 / 1. ` ,�L, r� i 1 Ji \B e; Ja -:O ° // O 42 150 4_ N -q 0 w RD 0 1AA 0 0 0 Q / Y rb % 132 ui 149 w 0 0 0 y 0 f > 133 1,43 > 142 FEMA w y,- ,�, I l 137 FLOODWY tj 134 J P OPOSED 00-YR, > , �, � eN "ODPLA INI A MANAGED k C135 SLOPES 141 (TYP.) u— co co 01 j uu SWALE Ic'no 11, L�-- 136 6 AVG, DIAMETE z RIVER STONE "144b -1, 1 - " �A� y I �L -N ;11 - - .;-. - - -.- - . � :.- �: t ' i / R D �PHRAGM. 18 0c ` _ -D DEPTH. ------ Z 4 ANOUT (SEE C1.2) (TYP.) < ERFORATED 14H 0 NDERDRAIN p 3EEC 2 co ryp.) cy) 0 N \ 'w �° RIPRAP **4%b LO C) REFER TO PEDESTRIAN c-r) cX) 0 0 BRIDGE PLAN SHEETS a) z (1. 0 0 SCALE 1"=20' 0 0 0 C-1- A SEE PEDESTRIAN BRIDGE INSET 0 O - Em■ ti FEMA�--' FLOODWAY IV 0 < 0 0 0 0 _afol 7 !0 0 0 0 0, RIPRAP ,';REFER TO PEDESTRIAN BRIDGE PLAN SHEETS 4 "IT in 0 Zt C) u z 0 O u C) Lu uj 0zuij4CU- p W > Lu C) C,� U 0 Z) zi Q) c� Q Q (Li -I LZU LZLJ LIL)i UCIJ ZICK I Z,:K L,r) Lij uj w Ln � � 00 00 00 ON m Lu DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 20' ,Vwol A uj CL Z O LIJ > (D I > � z - Lij z =) 0 r) < 0 u uj uj _j 0 uj ca uj JOB NO. 37032 SHEET NO. C5. 1 5 ; EL 30 30 3 CC a z 30 a) 0 Q rn a) 0 Da 0 -5 2 D 0 0 ca a) 0 CE fn .2 U) fn 8 W (D Z — � E- __ __ I ., " I � . � 1, - I I , I'� I , I I � �., 0 ��, - I " -- --- I � � : � , � ,�, I I � I \ , 1� , I \ � � 11 � " � � - , L:, - : , --- -, Y I 9104 "r�! � tp' l-T NW (,t 10, ;k*,0 e', 0 ,,_ f s r, # f '[ r M e ,`j, '+gym M ,E O O M U N ui N C Q O > E W 4) E FE '+' Q~ ate'_+ 3. V U. -2 — -- -I __- _4I -­_4,__.-�_'1. A_I ' - . . - (�isA�,<u0 cO LF ,--, mO=22�0-069:C09L,a-1--LCurC2QI"0a.m-.<3dC�N00(f�C_w0>-)0C.D)z " - )): ) ) : uw.1.� 0, . ,1_ _. _"Y-4._ -. I .­_. . o.-, . .j_.- I0 .�� / - 1j­ioI., .-� ,�C. 'w- 4 _w,r�j .� 4p�. __)_; 04.�I.,._. . , -._,, .� i . - I .l , ;_1. 21�4_.* 4_ ,1-,0-1- .,.� "-�-1_J.�- 0,-,- 0 -��-I_� _- ,_- j -r:. I, � . ,I - I �,I ,1 9-_- -,/ �-�-i �.I 1 -.: .,, , 1 1 7_1. _�-_�..I �.A_. 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PLANS FOR I W 346. 0 A TG 27.294. FINAL SLAB GRADINGLu BW 338.201� 4 /4 4 5.79 Lu -3 7n TW350.00 4 P 325.91 U) SET' BW 344.00 7,r"T. 1 � - I �� - PEDESTRIAN BRIDGE IN" 1\ /' _ % z A 0 U- u, TS 32 �120 326.30 4 --:i u� 4q. Ln 4 c rn Q [L SCALE: 1" 201 ul 46O 41 > 4 Lu BS 333�O 6" TRENCH DRAIN vll -1 - "­) BS323.29 4 : , � TS 323 23 U 0 6", q) 4 14 01 �, TS (SEE LANDSCAPE STORM DRAINAGE TO RUN - • a- Zzr TW 354,39 ci 00 _j 4 PLANS) BENEATH CONNECTOR SLAB & BS 32123 40 4/ 4 BW 346.00 Ju FOOTINGSa. o ,a. CONTRACTOR TO TS 321.17 c) 4 Lu us BS 31 .17 - U., VERIFY CROSSING PRIOR TO TS31911, Q 4 INSTALLATION. N't . 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SEE LANDSCAPE S > a / / � '. 1 , 3 .- b �26.52 e - { FOR ADDITIONAL ROCK 326-30 - > - ;. -_ .,.. r t, cff4�lt,r \ a?-. 1 ..w..- :s:v - - - - - . _. . .- - .-.. a-r. _. �� - 325_9 ``; WALL INFORMATIOIN. :-. > �; �_.,:._` �,I:,4> t � 4 - - 4 . � : _• 0 YR FE , 10 MA � � \ 1 .y --tr > .tea /a ,-.�...- a J ,� , l� / �1+ 339.70 - -- __ . a_ r _ ,_- TS 3 9-8 ' __ '. _ 4 - -J . -- — - --'r 4 - _ FLOOD PLAIN ! 336.85 f k BS 32.18 ' v _ 4 _ / a. -_ - \ . 326.25 _. > r.._ M > x - \ f a yam_.._ > .. J, 6 / . 4. / • a., _,._ � ` .. a 337.00 > _ _ o a ', _ _ - - r" BW 337.20 a . a a. 325.%5 \ : ,., .. F o 4 _ r f /,r;_ q' a a _ OP 100-Y i___ EMA \i . TW 339.00 - - rfF._ a.__ -- q 4 �, _a.__ - �" 4 / - FR DP E Ito , , :, . r -:. � f a > - ^ LAIN LOODWAY 1 Z ' , ('�- __ _ - . `< s b \ -� \ \ O D R J_/ O a - `- 326.40j J1; �,,�, , r- a 4 a II a./ 4 _ _ , _ J x_ � ` \ \ - J If1 — , -{ , 9 4 a- , 0 ,,.' . --ems _ r , t ; . \7 3 b , i _ 325,98 4 / i-' �'1 ti _ _ v W , / ,z-y v - r 4 - _ > I— cn - " 24:24. , o , a �-,,-- 325.95 S3 a - ' %.' . s o w.. ,% �`'! I i O o, GI I .,., y o \ 326.25 '1 326.15 � 4 b / i / \, '} " \ o ; ` ; _. / \ EXIST. BC 326.41 ( "^ . \ g `h a . s- f C w � •..___-,, ,,, / 'ram `•., / ` c 1 <, o / a 1 1 ,' . 1 ; ° --,PROP. PROP. BC 326.15 ti \ 1 " 1 _e_\, , 326.251, / \ _,\� TW 325 76 ° \ o" ; ,, : _ - r BW324.16 y o \ J, \, = e1 a 0 _ .. lam: t., :fir:J \„_„ .,/ D -rJ �?�.. ? _ - _ W /r - - a ,:>v t ,o r} , 326.10 f .ram s_-;._ -)o , / _� , tiv o __ `` . �� : j ` O /` - O 1 //' l o t - 5; O BS 322.58 \ y% TIE TO 10 - o '; / '` 313.40 TS 325 94 0 o r o J♦ i j ROOF LEADER , , /; Q J V,. 0 r \ } o l / F „ - a O \ , .q '2 �,---1 ' EXIST. FEMA o o -,' z',," _ �r...,,,c ,�,. _ „ 1 - - , - - __ r z o • J - �"_ '' 100-YR FLOODPLAIN , o M 1 / \ _ �- 4 r - '`\ \i yO ,1A,-- )" ,_ -I,, -- I -"I "--_—I _,,-,�I<-N_ � --,I ZI - I '- -, -,\N-- ,/._.' . 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O D ` t yY _ TW 319.12 c TIE TO 8 0 ° .: , - W - _ �, \ ,\, '� , \ J ; r _ �s 1 fA 0 16.79 ROOF LEADER o 0 0 0 " _r; r _.. w ; f \ \ ♦ \ tY V 1" Q " BW 323.84 BW 3 D TC 312.50 .� o :-7 W"�� '� __ '� t: Q ° 311. 03 r_.. t ... J "_ TW 323.82 I y, o- s ' 6, ..= X X=� ____... _ _ � \ /� W ) c,, �, `' \ / j , TW 32 4 _._ _ _ j X" i a w \ t % W 3 9.14 -� " O 1 Cs x _. - - a , :` `- _ FEMA __ a o ^.�- , � _ ___ ._ , `�L ' - FLOODWAY \ „ _ '\ F� M - -., f n v'" D _- , -_ / s BS 323.29 0 ! -r >' , ••• —_ ��: -' -EXISTING_, _ `J =- \ .� TS 323.23 / a . , � �,, I - v �� / l i • j<, TW 316.77 , -;_ + ROCK WALL - , .i BW 314.84 `� - -- r;-j> 321,23 0 / - w;= ' `;, 0 _ „ - - % '� , ` < 321.17 d - > \ - J o / -' - _ _ I _ 7 i 0 ��ro �e j: \ 319.17 ,. ,cry --% - � }l ,. 1 14 60 i - - r� O -- O , _ , r r' 1 � 19.11_ -- - _ -- - _ _. _ _. i J _____ _ ( . _. i - - \' W TS 317.17 _ ,,. _ --- t�: �: _ Y - ' \. __. _ 111 �o C_ �.:._ - -- _.__. =ram r. 1' - --_ i . ____ - .._-_ ..�_ _--. _— --- ---- -._ ,.� r,.� -- _.__ ...-_ _T .. _--...-- __ - �� - :i : \� > € >., -- 13,95 _-- _.- _._ ___ ___ _. ^- -- -- 3 _ ` EXI TIN = ._- -- --- -...- ' J _ r _ _ . , TC 314.80 O ROCK WALL - -- O __ __ .. _.- - -- --._. -- --- -- --- - - ,..r ^.ate_ .::_ - --- --,:._.---^' O j \. o _ - __ _ -�. r _- % �ii - - _. -' - - _ „ �- -' - - .. 314.00 O - __ , , -- - - _ ! -- _ - O _ _ _ - r O , -'s r D O 1 i 1 �' - _ _> _ - - ' l,_ • f _ ; 1 \ / -�-- ---- ---- ----- -- - _ _ , - �, _.; ,"s -; �/ u :.' - G.. - - - - - , _� 24 DEPTH : `'. D 301.23 1 - - „ : .,, = - v� ' - -- _..:. OHO O LASS 1 RIPRAP - -_=ti -' , �4 ,-_:0-_1,_�-' I"-_ S-- 1 —,,.-� -'1., -1��., -r.,1,. -­ ,.,-,�/-.\"I N­/I—I[,�-., I ��"- ,�I,'-" _ �I-I�I�� �-- Ij� �-4.-L,- .­.`-,1,_,- -,z- "�:,­f,,-:,,��--:z: —,.--._I7I..__."­�- ..0_. -,--_;--,1�_-I ",_� �-�----I__, .I ,,_­.,-_1, 1. I - _," _ _-- -" I . ,.�_--"_11�­_ /"- ,II -I_,1'_ ")- _4I� 11,- __1-,. �-I_1 '---, �_-.I, _,-"11 ___. _ -_'-,_­iA4-�,1__\ Ir," . I %,,_— II I"-- ,. I, ,,�. ,. \_ _l.I-" ''lI,",1_�IC0- Ii 17N --I- 2"-11:AI-_��1,4:,!­,,,E,_�-;, 111,7 1_--�%_i �.�,- _- A"3.,-­ .-`-, -_-, ,, c �- ,-f-�, ,I _-, — ''l.cl.I - - I .0,_;, . I� ­.1", 1 dI,L�, ,-.1-.1 4IIk, 111-,-] --,j-`I , 1­1. � , � . , -_*`.-",, -\ %_LII- �.. -, .I- — 1-:-,- _ -�-­ . :> _�_Z., AI 71-_I _I­_�_ .�-�_1, , ' /,<- _II : �1.\\1.l.1­\-��17 t I­1�-,I-6-I I- I ._1- 11 O c - ,�� O ' F 298. (SEE DETAIL SHEET-05:1,) ',/ _ O /<_, - - - - - - - ,_-c­--­'O lI� ­1 Z� __­, I /I ` /. ; v f: --- -- - / ', _ - / _ _ JOB NO. - __ , / , _ -- - .. O — Y f - --- /. O - _O _ .1 -- - = - - - —0 _ ___ _ ^ - 37032 O O O !, _ - _ __ O - 00 O SWALE _- _ ,. _ /\� _ 00 ;- -O _ O -- c�. 5 // / / - _ _ O % — -- - - - - � _� �O _ --- - U 2 u ❑- 30 :3jr �a U Z ]0 25 p 2Q 2_ .iN L S J C im :)a) > x = a) _ w 6 :5 t_ 0 Q - o Q m c � Y fn _ �� U N v •s a).t 5 2 m m [6 4 S f a)2 U t6 - m70 m m o c w o En f0 6 -� f= N we f_ p U Q� cna) �f= L 0 WATER QUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 2.19 ACRES MANAGED TURF = 4.35 ACRES PRE DEVELOPMENT LOAD (TP) (LBNR) = 1.03 POST DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 3.87 ACRES MANAGED TURF = 2.67 ACRES POST DEVELOPMENT LOAD (TP) (LBNR) = 9.59 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT 20% TOTAL LOAD REDUCTION REQUIRED (LBNR) = 4.14 LB1YR ON SITE TREATMENT PROPOSED STORMWATER CREDITS PURCHASED = 4.14 LBNR WATER QUANTITY ANALYSIS ANALYSIS POINT - MOORES CREEK TOTAL DRAINAGE AREA FOR MOORES CREEK = 22,465 ACRES (DATA OBTAINED FROM VIRGINIA DEQ VEGIS HOME WEB MAP) TOTAL SITE AREA = 6.54 ACRES 1 % OF TOTAL DRAINAGE AREA = 22,465 AC * 1/1 00 = 224.65 ACRES PER 9VAC25-870-66.B.4 TOTAL SITE AREA (6.54 AC) < I% OF TOTAL DRAINAGE AREA (224.65 AC) Chesapeal(e Bay Nutrient LandIrUst, LLG, Novewbor 28. 2017 Allison, PF Timmons Group 608 Prest0ii Avenue, Sui[e -200 Charlottesville, VA 222903 RE: CBNI.T 11 Oak Grove - Nutrient Credit Availabilit.� Pr('ecl Refereitce: W00fell BUildlin) Redevelopment Atmition: Mr. Allisow This letter is to colifil-111 [lie, 10 Meet VOL11- I*equiremolits tit 01-W 0�d� (il-OVC Millie' I I 'it is with [lie Virginia Departin-em of Envirt)nmcntal Qual-liv (DEQ)- These Nutrient Cre(fi -e gencrated - nd managed under tjie� te[-,, oI, its a, It (lie 0A Grove N'LitliCill Redudioll dated Nlay 11, 2017 whicli by the DEQ on August 3 1, 201717. Z71 The 0A Grove to provide N1.111-jellf, 101- LIsC III Rivet, watershed. These Credits are, to those entillos rcoulated mider DEQ's Storlimatcr 1011t 11 accordallce with VA Code § 62, t -44.1 5:35. has 46.70 pounds ot'Phosphorus Cred its vilable, ff we can provide as,sistatice please fieel free to contaci 01.11- OffiCe­ Sincerely, Chesapeake Bay NUETiClIt Land TIU.'it, LLIC EarthSOUrCe SOILItiollS� IIIC- ScottA. Ree& ,Scott A. Reed Vice President > I0I0 0 OF 7 I fl too# * * #4 40. Uff 6,00 CLI N SY. Sill I ic Nt,�54 rO E CD C) M r1j 0 E ui E w w 13� Uj �7,j < _j U 00 I,- -j — ,; z 0 .j > a rj (A rj UJI 3� 0 x < < u W -j CC LL. Lu U) LLJ U ID > Ln 0 LZIJ u- C Lri U) 0 > U-j uj Z u ,J- LIJ 00 -j C) Lu �Lu -4 LZLJ LZ Lj LLJ U z Z C � LCILJ C� L�Ilj Q Q dit Q-1 0 2 u1i uj (J) U) (D 0 Lu w Lf F- Q co co a) 0) Lu > Lu W i N cNj rZ4 u < z 0 DATE 1214117 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 80' ARe�E -IF N #4 am > En > Cu 4100p I-400 L z ui CL <. . .... CL IIIJ3 z :1 0 LLJ V . < WIWI Lu > 2 '!�i mom ui k" 4 UJ 00 �71��ZZ '00F u Z UJ < 0 'jig 0 C*4 a) '4000-0 < LLJ C) ""PRE DEVELOPED DRAINAG ARLAU uj 0 uj POST -DEVELOPED DRAINAGE ARE TO RIVANNA RIVER E TO RIVANNA RIVER W < z -60 AREA= 6.54 ACRES AREA= 6.54 ACRES IMPERVIOUS= 2.19 ACRES P IMPERVIOUS= 3.87 ACRES 02 ERVIOUS= 4.35 ACRE S PERVIOUS= 2.67 ACRES Cu moo E R ANALYSIS ANALYSIS POINT 00F MOORES CREEK ES CREEK 40e -- _:I I/ 1,� "' , \ 0 ca 0 C: a- 0 uj 0 0 4N 0 Lu 0 I< z Z < 0 Iui 6 I? 44F (D 2 cc x C: (D 0 - — - - - - - - - .2 cu 0 > a) (D CD 71 > CO Co X4 - ------- -- - --------------- ---- 0) -Z- Z -------- -- --- ------- 10 of -------SCALE Y!:�:8 0. 2 -1 :8 0 ---------- 0 0 37032 0 _,__7__ 7 0 0 -7_ 80' 160' 0 0 �JPRE-DEVELOPED 0 0 SHEET NO. 80' 16 CL - - -- --- 0 0 0 POST-DEVELOPE (D C6.0 E C� 0 0 0 Ce) 0 01 U) 110 0 0 01 0 L 41f Of 41f # 40P # # 4f 41f 0.190.3 203 4f 4f # am gg Ir M M am aaa ma ma am am am .4 4f am am am am no 4f ON am am am to 4f 00 go 00 00 00 0.100.70 00 4� 200 4% Of 4, 110 00 4� 0.916 d' /0 _36 00 7 aD 2 .68 .220 r4f 198 Of 10_' or .3 .4 ,�7 0 0270.42 /�O�. 3 1 �O4 000, 36 7 OT0.4)l .0 04 182 RD11. _4F 414, 0.010'90 7�\ RD 41 4 4W* W, 94 % 0 030. .030. 1 O�541 41 0 186\ 4f 0.190.8,0 roo 5 Fog)o 4N 10.3 0.040.3 �4 4%V/ 0.010.3 4#F 4F 4* 176 Of 41, 174 4% og rOO 2F)o ____t 41% 0.520.46 A, 0 0.060.9 8 4% �112 41p* 14% L7 4 0000 RD6 W* 4% 10— 0. 18 0.9�0 4,� 4%� N --, " - " I 'I, 4,* 00 4,� rOO 3FO'5�7 RD7 1 1A 6 aso go Olt) 00 00 --A 0. 80.66 12 41 2 % !6 12- . . ..... .... ..... 40' FD 12/ AN 1 �O 8 06 (0 910.5) 159A go, 4$* M0.03O.90 KO2 T9O.90� 5 70N Oro TO "9 �0 0. 7 50. 1 f4f* 54 001, 0.8010. ---- -- - .... 146 51 44-JL 0. rO3 T3O.'90 40P 41W F (1 .130 144, rO3]1 0 `6 8 4f L 4OF �6 r 7" 4, 1 0 r 0 \\/4 oe / 7 J��J� U.9u Ilk cq 79 *A __j L U,) a. ... ....... ------- /011\. 12 0.,7 -- ---- ---- - 148 z -- ---- -- -­ U3 ............ .150. ------ ----- 140 L -GEND E - - -- - - - - - - - -- (D - - - - - - AREA- RUNOFF ;COEFF. 7 _ST -TURE---' RUC (D NUMBER -- ---------- - (D co -DIVIDE jo �DRAINAGE 0 z d) 7 c\l SCALE V=40' 0 40' 80' 0 "' vt 4; AT / off, c 1� I Ni'l. Nv. 461 2 Sit] FF1 C T T > L Nif'.%.080 5/10/1 q a W, .1 k A L toot *v, 10 it it cm E 0 U E E LL U. 0 UJ U CR Lu O_ C5 LD uj 3: 'In x c: 5 < c LO 0 00 _j CD .0 V) 0 x (D Z:) 0 F- a LLj LLJ u 0 U) Z:) 0 0 (A 0 C) u Z� (f) -:::( LU ­j LLJ �Qn z LL oz- LLJ: — �q Ln LU Lu 62 LLJ u u Lu lz:� 0 Q Q Lu Lu L LLJ LLJ Lu v) Ln Q) Q) Q) Q) DATE 1214117 A. ALLISON DESIGNED BY C. SHIFFLE7T CHECKED BT C. KOTARSKI SCALE 1 " = 40' M4 0 to (n ui 0 z :3 CL c CL 0 U) :3 W < 75 .r- LLJ < > ui 0 u U) uj 0 Lu < -a a. uj Lu 50 03 -0 0� _j 20 U) z V) 0 .j 0 E LL 0 0 U) Z U) 0 x ui Z� 153 �5 0 CL :E 2'� _41 x Q).0 a) t 2 0 E -0 (D JOB NO. 0 (n 2 37032 co) cn c 1 0 SHEET NO. _T CL .2 0)'0 w C6.1 a) -r- E 0 0 c 0 0 0 - - -------- 0 0 0 .000 E 0 100'STI REAM BUFFER dow 0 LI 2Q'ACSA 'WATER NE EASEMENT 0 0 0 -7 0 0 0 C V 1 00'-STREAM 100, 000w BUFFER—\ 000 0 -7A 0 0 0 7% _y NZEMA FLOODWAY . ....... 0 100 YR FEMA FLOOD PLAIN 0 00of 14VA GE'Ll, 0 L OPE 0 L__,�. I v I 100'STREAm EAM BUFFER 0 0 0 0 00 FLOODWAY FEMA 4� 0 4� 0 PROPOSED 100-YR FLOODPLAIN ------ ? 0 op- 7, -------- 0 . ? 24'RWSA PERMANENT --- - ---- --- -- --- lp 0 ACCESSEASEMENT 0 PROPOSED STREAM BUFFER AREA TO BE DISTURBED 16,674 SF 0 0 .0 0 0 L 0 0 Z0 7 - -- ---- 0 _0 0 6 STREAM BUFFER MITIGAT16N LEWND SUMMARY -TABLE- 7' 7' _7 2 -STREAM -BUFFER AREA DISTURBED:- 16.674 SF [L M BUFrElR_AREA -DISTURBED_ (y) 0 STREA 00 0 �_BUFFERAREAX2_ -33-349SF 0 MITIGATION.AREA�.REQUIRED­ Z, 0 z -WITIGATI N-AREA-PROVIDED=57,51,9 "S F MITIGATION AREA or) 0 0 SCALE I "=40' 0 0 0 0 0 40' 80' 0 - ---- ----- 44*0444#00 VCR _4 it cu N�r NY. S, 1" 1., L E It, 11, 441 7, -10 N to a 51101lq cm E 0 0 E E Lu Lu > 3: u T, < t! J:j 0 U. -2 Lu 0 cl:-, < _uji a- ui Lu cl (71 C, 11 rN z U) ui 0 M r4 (n cu a- 00 _j CD Lu %0 F_ ui 0 0 F- 0 uj Lu u 0 ce D 0 0 LL!j 0 u z 0 cl. U a� C) 0 u �m (n V) ui _j uj 0 LL_ LLJ in U cr_ > Lu C) cy, C) Uzi u c� Q Q UCLI Uzi zutj C LLl, LLJ uj uj :(2) (f ct� co 00 00 m 0) 6 LLI Q:) C.) (Z) Q) r14 N C6 Q) cl DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 401 uj 0 .j < U) > Z 10 z LLJ =) 0 < C) u (D Lu _j - ui ul V) j w LL LL m w LLJ U) 0 0 3: JOB NO. 37032 SHEET NO. C6.2 Do_ B n z 50 2 02 E 0 cc cn c 1- 0 D 0 D Z (D x 0 2 0-0) X 0.0 0 E :3 a 06 io c: U-0 0 (n (n .2 Ca 46 -0 2 cc En: 0 0 .2 E L 192: DI-38 6 ft Throat STA 10+00.00 TOP 364.42 INV IN 359.58 (207) INV OUT 353.77 (�) r CC) cu o 0 1� 1- cr1 y M F- CD 00 0) O 0 ~O N M MN o co C)ti, moo C) (0 �o 0 132:MH-1 (D�rp'q `n m�� 6 `t (°c5(ND� ��`-� �ooci STA18+28.77 co M m�l`00 Cr! ca U�rnO N (7 Up co N + �r �,, }- N + of °�,, F- r� + co M M H = +o � � TOP 315.41 p�rCOiz ��Mz p O�Mz p pC,Mz z_ 0 C°�(`'O INV IN 307.15 (133) oQo-> > oo<a> > 6 0> > ��O» > pt�-Oz INV IN 309.05 (RD1) 0) z z �m�z z Or°U) z �m�zz z Wm�- INV OUT 306.70 (131) 11RF P. GRADE 8" DIP 360 (CLASS 52) - -- EXIST. 8" SANITARY SEWER 1.5' 355 MIN 0 _191J j 38.42' O- F --{ 12" HDPE @ 0.50% 189 77.01' OF 12" HDPE f @ 6.68% 360 EXIST. GRADE i 350 PROP. GRADE 1f' MIN _ 345 6" DIP 187 (` _ (CLASS 52) 70.65' OF O 12" HDPE @ 4.76% i Al340 PROP. GRADE EXIST. GRADE 315 315 _ -_ 6" DIP (CLASS 52) 310 1.5' MIN 310 v RD1 25.58' OF 10" HDPE @ 4.00% 305 305 BACKFLOW PREVENTION VALVE (WaStop VALVE OR EQUIVALENT) 300 300 _ 136: 24" CONC. STAND PIPE WITH CORTEN STEEL DOME } MH-1 STA 10+00.00 130. o STA 19+34.84 TOP 313.75 00 TOP 315.01 INV IN 310.00 (4" UNDERDRAIN) Uoc�otM- INV IN306.17(131) INV OUT o INV IN 311.07 (FD1) Q a INV IN 308.50 (RD3) z INV OUT 306.07 (129) 320 1 320 PROP. EXIST. GRADE /_ GRADE 15 _ 315 8" DIP 4" PERFOR (CLASS 52) S( UNDER[ 1.5' 10 MIN 310 305 305 RD3 BACKFLOW 25.68' OF PREVENTION VALVE 10" HDPE (WaStop VALVE OR @ 2.00% EQUIVALENT) W cu 0 N 164: 24" Basin - Circular Grate U STA 12+31.30 N 309.00 (135) = co OM ti co z 0 a- �rQ0>> > TU)F-Z Z Z 320 1 1 320 EXIST. GRADE PROP. GRADE r ` 315 315 - ATED _ RAIN GARI H. 40 (SEE LANE )RAIN PLANS) 310 310 I 305 305 135 33.36' OF 12" HDPE @ 0.64% 300 300 TOP 326.54 m�rnm INV IN 321.35 (165) N +o N � INV IN 321.14 (167) r`-a0 INV OUT 321.04 (163) (00 z )EN SCAPE EXIST. ! GRADE 330 330 PROP. GRADE 325 325 320 _ _-_ 1 320 165 - _ 11.25' OF 12" HDPE @ 2.00% 315 315 J �u 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 185 46.16' OF RD 2 - STR 132 RD 4 - STR 130 STR 136 - STR 134 STR164 - STR166 15" HDPE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' @ 4.19% VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 9+50 10+00 11+00 12+00 STR 192 - STR 184 HORIZ SCALE: V=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE o a rn�v F- v LO F- r- (D O (D N LC?t(D 00 � N UornM , m0-) (h �r M f� M C14 + (D F3IW)ZZ0 m i- M ��MD a�0> IL �Q(a-- �-c0>> > 000w r _U)1F_Zz z .isn sin EXIST. GRADE . 345 345 _ -PROP. GRADE 340 ! 340 335 I i 335 ___ 179 70.57' OF 15" HDPE @ 0.50% 330 -_ 330 O� 325 325 320 1 320 9+50 10+00 11+00 STR 180 - STR 178 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 o � 2 � 00 moo � (0C:) N m C) M CD m O M F- Q r M 0 a. �P0> � � Z '14S 13+00 172: 15" NYLOPLAST BASIN SOLID TOP STA 10+38.57 TOP 339.00 INV IN 331.11 (175) INV IN 333.31 (173) INV OUT 328.92 (171) 176: 24 NYLOPLAST BASIN CIRCULAR GRATE STA 10+00.00 TOP 337.24 o R m `r o `* INV OUT 333.04 (175) "LO ao "�? 3 0 (DM qN(D r m Sao C° 0 (� M LON(D ti LO M LO ai r; M 146: DI-3B 4 ft Throat 6; (�, mi+nNc9c�M 6 r; m�NmmC0 o�Mz STA10+00.00 m+p T-� 5r2mz z z z_ O > > > > TOP324.29 INV OUT 320.01 o-0''z 0 -0> > _z O > q �U)�Z 0 Z Z Z (145) � �U)F- Z Z ��O»> r(nH Z Z Z Z R4S 34.5 345 340 340 _ EXIST. GRADE 335_ " -_� PROP. _335 GRADE 330 ? 330 _ 325 _ 1 _ �._ 325 _ _ _.. 320 -_ _. i 320 _ _ 147 86.90' OF 12" HDPE @ 0.50% 315 315 310 310 6" HDPE DOWNSPOUT INV. = 320.11 9+50 10+00 11+00 11+50 STR 148 - STR 142 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 340 340 _ - EXIST. GRADE--v 335 335 r i 330 _ _-, PROP. 330 GRADE 325 6 325 - 320 I 1 320 145 i 9.18' OF 31512" HDPE 315 @ 0.50% _ _ 143 54.42' O F 12" HDPE @ 0.58% 310 310 z m Q m U) w cD 164: 15" NYLOPLAST BASIN a g CIRCULAR GRATE mp �Oq rn p STA11+15.37 } W04co6 a M TOP 326.54 J + C\j INV IN 321.35 (165) 0r-MZ0 Q a - INV IN 321.14 (167) � Ix `- U - U ~ INV OUT 321.04 (163) - - 168: 15" Basin - Circular Grate z z STA 10+87.00 m m TOP 326.54 INV IN 321.45 (169) .- Q a; QLO INV OUT 321.35 (167) g CD w _j N a� O r-r-c) `. _ rn M� a� O CY- �- N M o 170: 15" Basin -Circular Grate > o o M >- - C6 � o o C-) STA 10+65.25 z J + (o N N F- = + cm M M F- «� TOP334.00 Tz)rMzzo 0�O» _Q� INV IN 325.72 (171) o > 00 �<a0>> > INV OUT 321.61 (169) o Z-) F- Z z z T v� o- z z z U) w ~ Oao 0 J (9OD (M Zao°0i"� J+(DI- N UC)m a0 U(j0z 340 EXIST. GRADE PROP. GRADE--- 173 6.88' OF 12" HDPE @ 10.00% 172: 15" NYLOPLAST BASIN SOLID TOP STA 10+06.88 TOP 339.00 INV IN 331.11 (175) INV IN 333.31 (173) INV OUT 328.92 (171) 345 9+50 10+00 11+00 STR174 -STR 172 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 156: 12" NYLOPLAST BASIN CIRCULAR GRATE STA 13+02.84 TOP 325.76 INV IN 319.70 (157) INV IN 319.87 (157A) INV OUT 319.60 (155) z Q m Qw L LO �- o `o o rn ^� ti _j a� yr C �-_ �m f- p v OM 11pdN (DORc, (Oppp M }wcolqm JM�M M [p p N 00 M m U) In 00 m N :), N CV) NMtiM C1rm_Z N � N 0�m +d O(N M � (M if 0I¢-O> Z O > O > ota-O> _Z 0 > > V Cn Z Z (Nnt¢-0> � C/) P z LO U) Z Z �Fn �1 i 345_- - .-- 345 - --- -- - _---- CONC. ALL-- TW 339. BW 334. EXIST. �1 GRADE 340 "w 340 -� _ _ _ _ _ _ -�_.. CONC. ALL TW 332.10 i BW 328. 0 335 _ _--- _ _ _ /� 335 175! / 38.57' OF ,- f 330 12" HDPE @ 5.00E i I _ _ PROP. GRADE 330 CONC. WALL TW 338.10 BW 332.10 i 325 _ _ 325 171� 3' 26.68' OF CONC. WALL COVER 12" HDPE TW 328.70 i ( MIN ° @ 12.00% BW 326.70 I 1.5' MIN 320 163 17.26' OF 157 i 320 _ { 12" HDPE 62.06' OFI 84.69' OF IRA 3" PVC @ 0.75% 12" HDPE 12" HDPE WATERLINE @ 0.50E @ 0.50E 8" DIP (CLASS 52) 315 315 _ 161 155 ( 153 _ 151 169 167 23.46' OF 35.46 OF 51.51' OF 54.85 OF 21.75' OF 28.38' OF 12" HDPE �� 12 HDPE 15" HDPE �� 18 HDPE 12" HDPE 12" HDPE ° @ 0.75 /o @ 0.50% ° @ 0.50 /o @ 0.50% @ 0.75E @ 0.75E 310 310 9+50 10+00 11+00 11+50 9+50 10+00 STR 146 - STR 142 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11+00 12+00 13+00 STR 176 - STR 150 HORIZ SCALE: 1"=50' VERT SCALE- 1"=5 14+00 15+00 15+50 M E 0 OV N N N > E w W rUv� � Q� 0 3 O 0 � L � w O m6 ,y U Q J 00 Z 0 WH-� >oN a LU 3 O0 x W Q Uri a o Q =3'I � ti W =V >� O W LL_ 8 � > O W O r � O O W WC��� to O zt Z U W W �aaww 0 O 0 4 1� Q Q r j 0 WWWU)U} cl Y 00c�rnrn o w w w N N N N N U CO"c) �\�O z 0 DATE (1I > 1214117 0 DRAWN BY A. ALLISON r • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. KOTARSKI SCALE AS SHOWN • z J CL Uj (� z LL W W Q W \W>- / z W U Ow W °C uj m J Q J J F5-1 L W .J 0 O Lp) JOB NO. 37032 SHEET NO. C7.0 5 L c L XT TOP 311.80 CL C� CIRCULAR GRATE PROFILE SCALE PROP. GRADE PROP. r, CL CONTRACTOR TO VERIFY EXIST. EXIST. __�27.16'OF 1.5'MIN < _j < w EA w DESIGN ACCURACY. r� SANITARY Id- Lo CIRCULAR GRATE TOP 325.90 Ln DATE 124:12" NYLOPLAST BASIN— z z VERT SCALE: 1 "=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1 "=5 VERT SCALE: 1"=5 A. ALLISON co cf) CIRCULAR GRATE < < GRADE < Lij 6" DIP CONC. WALL PROP GRADE EXIST. CL ui 335 335 315 315 365 365 0 @ 0.75% 12" HDPE 117 GRADE @ 1-00% (14-13) > z 5.56 0 F 7 uj cv IGRADE ezf co SANITARY 201 18" HDPE z 0 SANITARY 12" HDPE iii-D _F 0 12" HDPE 12" HDPE 56.16'OF 15" HDPE 0 0 0 U) SANITARY SEWER CL JOB NO. 37032 SHEET NO. L 6 IN r z J a U 0 z J 0 0 i z J LU J z W U, W w 0 a z W 0 O U LU • / r HISTORIC SHED RESTORED AS PAVILLION . FENCED KIDS TOT LOT INCLUDING - - 1 SWING (4 SEATS) - 1 SLIDE - 2 CLIMBERS - 1 BUCKABOUT OR WHIRL - 2 BENCHES 0 20 40 80 0 \\\\& \ \ \ \ \\ \\ \\\ \ \\\ \\ 1 ! \ / \ \\ \ r ENTRANCE ♦ - - - \ ` \ _ — r \ \ ;>z COURT t \ \ \ \ \''\\ / * A \X \ %` / •,1, ` \ - — _ _ = � . - �'� — — — � — — `\ till— O • %' --- �\\ GATHERING \� � - - TERRACE BUILDING l L r 1 / U , 17 N \ I \ wool ,,14 / \ BOCCE BALL / ' _ ,,� ` >\ COURTS i� OF GATHERING .,,•TERRACE - , ham, ✓ , ..,\ ,/ ---- --— /�,-- /; RAISED WOODEN 'BUILDING% \ / RACKS' \,/ i TERRACE SO IV O ^ /�' V/ram /,,\• \ \ , `Y�/, / ///`" �: \ , / ///, / \ \ \ \ \ `. \ , / � nr / / / / J / (/ / / ' / I ! ! i LANDSCAPE CALCULATIONS 34-869 - TREE COVER REQUIREMENTS / REQUIREMENT: CANOPY COVER AT 20 YEARS EQU ALS 15% GROSS SI TE AREA SITE DATA: — — — — — — _ _ — \ \ 135,660 SQUARE FEET GROSS SITE AREA 13 TOTAL SITE AREA: 293,308 SQUARE FEET BUILDING FOOTPRINT 53,778 SQUARE FEET DRIVEWAYACCESS AREA 7,862 SQUARE FEET WETLAND AREA 96,008 SQUARE FEET TOTAL TREE CANOPY REQUIRED: 13,566 SQUARE FEET ITOTAL TREE CANOPY AT 20 YEARS PROVIDED:`32,050 SQUARE FEET \ \\ PLANT SCHEDULE 34-870 STREETSCAPE TREES Large Shade Tree Small Flowering Tree Evergreen Trees B&B Single Straight Leader TOTAL TREES REQUIRED: 33 TOTAL TREES PROVIDED. 88 1 10,312 SQUARE FEET TOTAL LANDSCAPED AREA REQUIRED: 31300 TOTAL LANDSCAPED AREA PROVIDED: e rs t re et t lari(Jscape architecture I civil engineering A18 E Main Street At34.295.8177 Charlottesville, VA 22902 (3 TODD A. Ca HA NEB R � O NOT FOR CONSTRUCTION professional seal Todd Shallenbe'rger project manager Luke Waldron project team WOOLEN MILLS project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number SITE PLAN SUBMISSION project phase DECEMBER 4, 2017 issue date 12.04.17 SITE PLAN SUBMISSION 03.07.18 SITE PLAN SUBMISSION 05.08.18 SITE PLAN SUBMISSION 05.15.18 SITE PLAN SUBMISSION 08.15.18 COUNTY COMMENTS revisions PRELIMINARY LANDSCAPE PLAN sheet title Ll oo0 5,516 SQUARE FEET 14,848 SQUARE FEET sheet number MITIGATION PLAN PLANT SCHEDULE QTY. I SYMBOL IScientific Name lCommon Name ISize Ispacing Tgoot WATERSIDE BUFFER PLANTING LARGE CANOPY TREES 8 Betula nigra 3 Carya cordiformis 9 Nyssa sytvatica 3 Platanus occidentalis 5 Quercus bicolor 3 Quercus michauxii 31 UNDERSTORY TREES 6 Amelanchier l oevis 6 Amelanchier canadensis 6 Asimina triloba 9 Carpinus caroliniana 4 Cercis canadensis 4 Chionanthus virginicus 3 Comw alternifolia 5 Hamamelis virginiana 3 Magolia tripe tala 3 Magnolia virginiana 3 Ostrya virginiana 52 River Birch 1 1/2"-2" Cal. SEE I&2/L1.02 B&B Bitternut Hickory 1 1 /2" -2" Cal. SEE 1 &2/1-1.02 B&B Black Gum 1 1 /2" -2" Cal. SEE 1 &2/L1.02 B&B Sycamore 1 1 /2" -2" Cal. SEE 1 &2/1-1.02 B&B Swamp White Oak 1 1/2"-2" Cal. SEE 1&2/1-1.02 B&B Swamp White Chestnus Oak 1 1/2"-2" Cal. SEE 1&2/L1.02 B&B Smooth Serviceberry Juneberry Paw Paw Musclewood Redbud Fringetree Alternate Leaf Dogwood Witch Hazel Umbrella Magnolia Sweetbay Magnolia Hop Hornbeam 3/4" -1 1 /2' Cal. SEE 1 &2/L1.02 B&B 3/4" -1 1 /2' Cal. SEE 1 &2/L1.02 B&B 3/4" -1 1/2' Cal. SEE 1 &2/L1.02 B&B 3/4' -1 1 /2' Cal. SEE 1 &2/L 1.02 B&B 3/4" -1 1 /2' Cal. SEE 1 &2/L1.02 B&B 3/4" -1 1 /2' Cal. SEE 1 &2/L1.02 B&B 3/4" -1 1 /2' Cal. SEE 1 &2/L1.02 B&B 3/4" -1 1 /2" Cal. SEE 1 &2/L1.02 B&B 3/4" -1 1 /2' Cal. SEE 1 &2/1-1.02 B&B 4' Ht. SEE 1 &2/1-1.02 B&B 3/4" -1 1 /2" Cal. SEE 1 &2/1-1.02 B&B LARGE SHRUBS 2 Alnus serrulato Hazel Alder 3-4' Ht. SEE 2/L1.02 CONT. 2 Calycanthus floridus Sweetshrub 3-4' Ht. SEE 2/L1.02 CONT. 2 Corylus americana American Filbert 3-4 Ht. SEE 2/1-1.02 CONT. 8 Lindera benzoin Spicebush 34 Ht. SEE 2/1-1.02 CONT. 2 Sambucus nigra ssp. canadensis Elderberry 3-4' Ht. SEE 2/1-1.02 CONT. 2 Viburnum dentatum Arrowwod Viburnum 3-4 Ht. SEE 2/1-1,02 CONT. 2 Viburnum prunifolium Black Haw Viburnum 3-4 Ht. SEE 2/1-1.02 CONT. SMALL SHRUBS 7 Aronia arbutifolia 7 Aronia melanocarpa 10 Clethra alnifolia 7 Comus amomum 10 Ilex verticillata 7 Itea virginica 9 Hydrangea arborescens 6 Rhododendron maximum 3 Rhododendron periclymenoides 3 Rhododendron prinophyll um 6 Rosa carolina 6 Rosa virginiana 3 Rubus odoratus 9 Vaccinium ongustifolium 93 LANDWARD BUFFER PLANTING CONTAINER GROWN SEEDLING TUBES 6 Amelanchier arborea 6 Amelanchier canadensis 6 Amelanchier laevis 13 Asimina triloba 15 Betula nigra 13 Carpinus caroliniana 7 Carya ovata 9 Cercis canadensis 5 Chionanthus virginicus 7 Cornus florida 6 Diospyros virginiana 9 Hamamelis virginiana 15 Lindera benzoin 15 Nyssa sytvatica 9 Quercus alba 11 Quercus bicolor 7 Quercus michauxii 6 Platanus occidentalis 5 Prunus americana 5 Salix humilis 7 Sassafras albidum 6 Tilia Americana 188 PERENNIALS AND GROUNDCOVER Carex pensytvanica Chelone glabra Dryopteris marginalis Eurybia divaricata Fragaria virginiana Geranium maculaturn Iris cristata Iris versicolor Loberlia siphilitica M onarda fistulosa Onoclea sensibilis Polystichum acrostichoides Pycnanthemum muticum Solidago rugosa 'Fireworks' Symphyotrichum oblongifolium Tiarella cordifolia Viola striata Red Chokeberry 15" - I9' Ht. SEE 1 &2/L1.02 CONT. Black Chokeberry 15" - I9' Ht. SEE 1 &2/L1.02 CONT. Summersweet 15" - 19' Ht. SEE 1 &2/1-1.02 CONT. Silky dogwood 15" - 18" Ht. SEE 1 &2/L1.02 CONT. Winterberry Holly 15" - 18" Ht. SEE 1 &2/L1.02 CONT. Virginia Sweetspire 15"- I9' Ht. SEE I&2/L1.02 CONT. Wild Hydrangea 15" - I9' Ht. SEE 1 &2/1-1.02 CONT. Rosebay 15" - 18" Ht. SEE 1 &2/1-1.02 CONT. Pinxter Bloom Azalea 15'- 19' Ht. SEE 1 &2/1-1.02 CONT. Rose Azalea 15" - 18" Ht. SEE 1 &2/L1.02 CONT. Pasture Rose 15" - 19' Ht. SEE 1 &2/L1.02 CONT. Virginia Rose 15" - 19' Ht. SEE 1 &2/1-1.02 CONT. Purple Flowering Raspberry 15" - 19' Ht. SEE 1 &2/1-1.02 CONT. Lowbush Blueberry 15" - 18" Ht. SEE 1 &2/1-1.02 CONT. WATERSIDE BUFFER PLANTING: REQUIRED MITIGATION AREA 11,432 SF. REQUIRED PLANTING: PER 400 SF OR 20'X 20'AREA PLANT 1 CANOPY TREE, 2 UNDERSTORY TREES, AND 3 SMALL SHRUBS OR 1 CANOPY TREE, 1 UNDERSTORY TREE, 2 LARGE SHRUBS AND 3 SMALL SHRUBS LANDWARD BUFFER PLANTING: L REQUIRED MITIGATION AREA 11,432 SF. Shadblow Serviceberry SEEDLING TUBE 8' O.C. CONT. REQUIRED PLANTING: I Juneberry SEEDLING TUBE 8' O.C. CONT. BARE ROOT SEEDLINGS OR WHIPS AT 1,210 Smooth Serviceberry SEEDLING TUBE 8' O.C. CONT. STEMS PER ACRE PLANTED 6' X 6' O.C. OR Paw Paw SEEDLINGTUBE 8' O.C. CONT. CONTAINER GROWN SEEDLING TUBES AT River Birch SEEDLING TUBE 8'O.C. CONT. 700 PER ACRE PLANTED 8' X $' O.C. Musclewood SEEDLING TUBE 8'O.C. CONT. Shagbark Hickory SEEDLI NG TUBE 8' O.C. CONT. Red Bud SEEDLING TUBE 8' O.C. CONT. Fringetree SEEDLING TUBE 8' O.C. CONT. Dogwood SEEDLING TUBE 8' O.C. CONT. American Persimmon SEEDLING TUBE 8' O.C. CONE Witch Hazel SEEDLING TUBE 8' O.C. CONT. Spicebush SEEDLING TUBE 8' O.C. CONT. Black Gum SEEDLING TUBE 8' O.C. CONT. White Oak SEEDLI NG TU BE 8' O.C. CONT. Swamp White Oak SEEDLING TUBE $' O.C. CONL Swamp White Chestnut Oak SEEDLING TUBE 8' O.C. CONT. Sycamore SEEDLING TUBE 8' O.C. CONT. American Wild Plum SEEDLI NG TU BE 8' O.C. CONT. Prairie Willow SEEDLI NG TU BE 8' O.C. CONT. Sassafras SEEDLING TUBE 8' O.C. CONT. American Basswood SEEDLING TU BE 8' O.C. CONT. Pennsylvania Sedge 2' PLUGS 12" O.C. Turtlehead 2' PLUGS 19, O.C. Marginal Wood Fern 2' PLUGS 18" O.C. White Wood Aster 2' PLUGS 18" O.C. Virginia Strawberry 2' PLUGS 12" O.C. Wild Geranium 2" PLUGS 12, O.C. Dwarf Crested Iris 2' PLUGS 18" O.C. Nothern Blue Flag 2' PLUGS 18" O.C. Blue Lobelia 2' PLUGS 18" O.C. Wild Bergamot 2' PLUGS 18" O.C. Sensitive Fern 2' PLUGS 181, O.C. Christmas Fern 2' PLUGS 18" O.C. Short Toothed Mountain Mint 2" PLU GS 18" O.C. r2! Wrinkleleaf Goldenrod 2" PLUGS 18" O.C. Aromatic Aster 2' PLUGS 18" O.C. L1.0 Foamflower 2" PLUGS 12" O.C. Striped Violet 2" PLUGS 12" O.C. WATERSIDE BUFFER PLANTING DIAGRAM A 'SMALL: 1 /2" = I'-U- 1 WATERSIDE BUFFER PLANTING DIAGRAM B SMALL : 1/2" = I'-U- T i i -J PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - SMALL SHRUB/WOODY GROUNDCOVER NOTE: INTERPLANT WITH NATIVE PERENNIALS AND GROUNDCOVER, SEE PLANT SCHEDULE. waterstreetstu d 11 (-) landscape architectLare I civil engineering 4,8 E Main Street 434.295.8177 Charlottesville, VA 22902 TDD A. HALLENBERGE ' No. 0 363 professional seal 0 N Todd Shallenberger project manager M 511 PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - SMALL SHRUB / WOODY GROUNDCOVER f�ilT�'mIP:. NOTE: INTERPLANT WITH NATIVE PERENNIALS AND GROUNDCOVER, SEE PLANT SCHEDULE. Luke Waldron project team WOOLEN MILLS project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number MITIGATION PLAN project phase MARCH 7, 2018 issue date 12.04.17 Site Plan Submission 03.08.18 Site Plan Submission 05.08.18 Site Plan Submission 05.15.18 Site Plan Submission 05.09.19 County Comments revisions MITIGATION PLANT SCHEDULE AND NOTES sheet title L I sheet number