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HomeMy WebLinkAboutWPO201400094 Plan - E&S 2015-09-18ar%9009N 1 1 LsUC40 ILL I 1 RIBIL49A L U I 11 vjr--Iwl 4-,r 4 _ C -i►r "4`' �z:lam".. %`IrA% r d w .4' �r Y � C.. } 7 This application is for the development of Phase B of the Whittiington Subdivision. Phase A consisting of 17 lots has been platted and is currently under construction. Phase B consists of the remaining 79 lots. The site is a Planned Residential Development (PRD) District and is subject to proffers associated with ZMA 2006-011. The site is served by public water and sewer. There are wetlands and streams traversing the property. The developer is obtaining approval of a permit from the Army Corps of Engineers to allow for road and utility crossings where required. The site is also subject to a Design Exception Request from the SSAR regulations of VDOT, approved on 10-12-11 to allow for the proposed 5' meandering nature trail to replace the requirement for provision of sidewalk on one side of the streets. 1. The developer is proposing 96 lots and Open Space will be held in private ownership outlined in the Codes, Covenants and Restrictions (CCRs) of the homeowners' association. 2. Each lot is at least 40,000 gross square feet in area. 3. No direct access to Old Lynchburg Road (Route 631) is shown. 4. An overlot grading plan meeting the requirements of this proffer will be provided with the Road Plan. 5. The minimum front yards on all interior public street right -oaf -ways shall be 30 feet. 6. The 55' right-of-way dedication from the centerline of Old Lynchburg Road (Route 631) has been provided with the recorded Phase A record plat. 7. The layout is in general accord with the application plan. 8. The 25 -foot planting and screening buffer maintenance guidelines will be outlined in the CCRs. 9. All trails will be Class "B" primitive trails. 10. SWM and water quality practices will be provided in accordance with Chapter 17 of the Albemarle County Code with the WPO Application for this project. s7 k' ::���, - �� � stir• k 4x f• F 7� y'. F f. ` MM' re M." `411MI `wM �� '� V`{F � j♦ �+r..�"wwJ� ? ..-w SIT Igo% Fun t rtsffer l~oraxt rt a All Proposed grading sltatf be shown to assure that surface drainage can provide adequate venant and Rist fictions cif the HOA. Prior to flnai ofiat approval, shall Co vat, this dcct went be L C = mai �� s°�m o flooding relief to in h s fails, ciwetiiased .Miall reviewedarid. approved by the Altsem�ade County Atiorne y's office. Additlonally, a ncie atertin ' Febnrtxry i3 2nt37 o�rd Oraded o eonira# fangs ae an a t �d n i'ih turf grasses (lawns} shaii net exceed a of drsfance yrs to ' tftts easement res, t tier: an ,hair property shad be stated on file €loos .satr . l C gradisnot three. 3 # et of'hOrizon al each those tots. n ," ' .. ZMA:, Steeper stripes shall he vegetated with tow maintenance vegetation acs#determined to Tax NEata ariri Parish tslun bens; $9 �, 00.3. ;?0 rl6 46 �1 ; 46 " be appropriate. by. the program authority in, its approval of an erosion and sediment central plass for the land disturbing activity. These steeper slopes shat( net zxceed a radier;t of #wa. P P § 9. , ,. ' Air iron=s stlo�vn On the p,;;,f;i;-•at'on P,z.: St.alt be ccar,S;nsCte:i ar•> a Ci;;s:, B i =ro=il=re" trail as P described in the Greemwr , Flan. i r' Y : Append x A, of the ctirribn, ettbema. e County Comprehensive 3 5 Acres was reiorie:i from A -.i to Pf�r -1 ,n . r.' �- r"� IR5 a tFto vem.,,,r t. , z97A �is�Z at13-77=bra wad iirC}ut#ttd . . 2 feet of horizontal distance } d t ce far obeli One {1 j foot of vertical rise or fail (2:1 }, usitess the agent flos=s that the grading recorstn,e,,daticansfar steeper slopes have adequately r u e a P P e ad ai dd essed Flan, the trails shalt e cam tote r'sor to the issu-antero f Certificate . €� ca the et t}, o e cat 48s" dwelling tiisft.. p Occupancy for the t2 elan 66-6- � o€ as royal:.Lir t <a 21 _198f2. cOnC i'i n 8 _ _._._ Y_.__ , _< > o tsf sand atlor�s cF#a a'cv�t vias ars€•rrde�.tiy . eye y y the im cis: i� g .. u tr y of On �mt�er t 9 QLsdi,i ffroPert w 3, rszc a cs f.=c� s1: t P • P 1 'ta PRi� 67;anned y MIC F. MYERS a e.. Surface'draina a shat 9 i oral fiaua across more than three (3) lets before being collected in a 1f?. tarrri water qu iity and detention practices shall t e as specified in Ciaaafer 17 tt3a Water ater _ rstdenita zNLI moot o e of m a e saverersiriiri:: i the_3rje rrunl : F4.?7F.�fi a.,., " w � 2_ y Y. - r? _._' �"NNA L �(5 outside of the lots. No surface drainage across a - residentiallot shall havetn ore ho a ran one half (112} acre of (and draining to it, Projection Ordinance, of the Albemarle County Go'e.. s PC rt?err o: Tax fvt t3 > rr l% ties re tined fron. F?FZt7 tw_Rf� per;2Pki1-�3G4•.t3. This.f?rbtEdr Form f... Ali drainage from streets shall be carried across lots in a storm" sewerto a point beyond the w rear of the building site. ✓, c as he.r„fb a, a„a r;d 11e 12 ur)nd;itionu' as x u:.r£rred an N10ye rr^c "_;6, 3 ?77 and a tded on R,1a 21, 1980:, g: The plan shall demonstrate that drivewa s to teats will not be stee e than twenty y P t` tw n y (20} percent � { x r - flfs vme:tiutnc.rit is ice ac orciance taitt�"the.4 t^ r tz r� a .:;,r . . , , } �' f l,cat , rt, t xn t,tled . sr, da>ed Lurt1�2 00%- re 'seri . and shall include grading transitions at the street that ±he agent s4ete roes w`sti allowgr t✓.+�+�?.�f�z� J is:4rcF�,1> ''rc tux t': a r... r 22 0., a., e rvd l� a..rrt,nian f?_.. LO intent f�'bsourrs l C ;.'.. P• Pa y _ � .la passenger vehicles to avoid scraping the vehicle .',body on the driveway or the street Additionally, the driveway grading shelf pror4de an area in front of the proposed garage, or �^ } 1 ; I ,�w p �.�:�•! �:_„•• �;s v ��.r:t �. an area proposed for vehicle parking Where no garage is proposed, that is not less than ..�.,� �Sirsta,te:are refs printed tiaras of CStvnerDate em f u+.,tient f a S tt€ r! u3.3 of this Ai a f.sa l t�06hty zon; ng omfinarice, rhe ovm&, or its d<aly alutilor ized. e ghtaen (18) foot fn length Ehai iv"sit be -graded no steeper than.alght (&) percent: _agent, hereby{ L�ca!Untsrily ptoffen-, #fle condi,;ors istad bnlMtei a i;iciY:she t be a 'l ect to the �o , ty 'l h• Tha plan shaii demonstrate that an area at least ten {";0j feet in width, measured Outward hese ras,diria^s rti rc; `snot= �s a a _' « » " r . r Jtren, to the cona,lrons, vAi'ch weie:paa. pt the 9p rove;;d of the structure i^as "radesno r from fife face g stc epe than ten t10) percent t adjacent to . Tenoning, and it is agreed that: (, r th�;_rezc,nsng ==self gave ri itis rte > t 'tor the e car;lflibns ar,d ; ? . U W possible entrances to dwellings. This graded area shall extend from entrances t[a drivew y such, condition" had a reason6ble refatior, to via rezon'Ing request..;.::. .: or walkways connecting the dwelling to the street.. 1. Ap,..o,al rs r a naaxti�zurt Pater•tsa; of cJS Single -fa riiy.res!dentiel lots, t3„ r n Space is snter:dei ... 5. The nilnir uni building setback from all interior pubi=cstreet right-of-way lines shall be thirty feet. . : the its l :n l r,vaF4 rs .tnerSh rt by dedtGatian tel t,on^eakvners'.asYo{:t at Un. ResprsrSakat;,ty_for - ands saint na irr . of t�Pen :'race sly fib ot�ilx ,ed inti }het venarat : ae; Restrrcthona of ;ho Prior to or in conjunction with the first final subdivision plat for the project, the Owner shat! homeow=ners associatfOrr. Prior tc firial,.Plait approval; this dor, mentshai we r65liFirwd artd dedicate, as public right -of --way arid convey in fee simple to Albemarle Count strips of land no P approved.ta the Albemarle M,atsr t Attomey"s office, ' fess tharri}fty,fi e (55} feet in depth across the Fraperty,idantified as "55 Fi R }W DEDICATION CENTERLINE OFhi2 shown on she Rio, Application A e. _ . . 'for Ea,:;Ii lat shall trs at least squarc eft n area. Arsndment lWhittington, tatedJane 2 D3est revised November with I� the dedication and conveyance of all necessary drainage easements and the con=y; yance of ,K Ali tots li_ ti use inteMal 1,6,ls as the sOtd msansof ;?agrbsg;eftress .i;lrpct acre s from ir;ts iia necessary censir:tcf;an easements for improvements to State Route 531, if the strips of land are Z Route 631 will not be perm"itted.. not dedicated, as part of a yubdivision plat, the Owner shall pay all costs of surveying and preparing legal documen=ts innt A tarns n a form acceptable to the Cou y Attorney eoessrary to dedicate �+,'. Disf,srbance; of s'v#nes of 25°r:.or greater st..all.be adrninistrafivaiy appresvad by fiitbet *06 County d h ve t an. convey aright -of -way, engineering staff csmler (fie folic"ping cirownstaneds", Prior to orlh.conit"noV n tiuiEh final "{ala:. w submittal; fhb apPlt arts s'i 3ifi si.rbrr it ori eve sat gradinf;.�,iarr to Aibem.~rlc C•aunty far ori srbeerinct t3 . . Development shall be in esnr�rai e rd with the attached Application Plan titles= "Application slafF rebr nv. Ar, cr:erlat grad,:,g filar: is deflsied as'a draw na shit>v,ng ex>st€n: ar<d Proposett . Pian ?hritet7rlrnerthor 1tSfhitkingtgrt ti�ated June 2fz; 2t�P, revised 11/22/06, by Damsnia r tapach aph,•w features t=.b `a ccr<r<tdz=r� c; in the cevelonryieint of the l -p bsecs cubo:yiS?on.. :.. . Development Resources, LLC. A and s;atisfying the follow inq: . r •' , Zi, The Pian, shaii= shout all proposed streets, b.a, t nr� p' es: sl.irfaop drain,4go,�dn,,voways, trails, fs.. The 25 feet screeningarld landscaping easerr ti t P g sent hewn an the Application pian shots be planted and other feats:res the ,agent detetn'tirws' are needed trr'yeriiy that the pl=bni orrforrris. in the and maintained to meet current regulations for screening as described in sections 16-32.7.3.8,a fif;pilarlf#a o n#ar A!'r;endriberrt.far L+° rit'3n tcin..i a;ed rune 28; 2 cif, f a,f req;s d.i ave+r er 0 W and i8 32.?,9.Ei,c.4 of the Albemarle County Zoning Ordinance. Screening shall be established 2;e, 2rE0a by Dominion Devefr,p aorrt Resources; Lig:..'. '..: and completed by the devetoper of V1Jhitfington prior to the issuance of the Certificate of h. The s <w,» shall be dratyri to a rca'e riot rester tli in -i=nto 'f s inclb � s r ; " � : '� : g (...' eq s is i ty "50).,�e., Occupancy for the 3 d dwelling unit_ The developer shall also assume short -terra responsibility for M ,.. u. r;!f proposed Kneeing s'-sa'i :.e sl;own 4vltll.coaitG;Sr it}ton'ddsria: greatr;r than rico t,2.h f -bet, Ati '.. c' U) W t he mainlenance of the screening until a homeowners' association (HOA) for the development , . cc ter?tr=led stirfia; e drainage Over 100 stt�ttf he ciePrt . r ° ; ; ic, i�ir3 , r, d ; lr,ra jai prFb ca trait g. ha s been establi0ed. Once established the easement shall be deeded to the"HOA. ion term . g .ill s o �, .f rep b f t f n..} r y Or ant niaa r entente o scree hint east r to ha e outlined . , t. b e. s the Hing within the nt s + 8• rt •rt r ... hi€tin} toi'3' .. .. - .. t^ tri !r• :, ... .. : t:>x t G'`ilidit7FTC,¢tQY1 :a x• .r;i nr, <; s': Whittington are < 0 u• ,... P':3 0 `. 3 sir, 3 . . . C' No.33028 , • d ,•746 rt a C ' .. xr d L C = mai �� s°�m o 0 CO N .� C C o�rd E1 Cover Sheet E2 Notes, Abbreviations, & Legend E3 Overview Plan E4 Existing Conditions E5 E&SC Plan E6 E&SC Plan E7 E&SC Plan E8 E&SC Plan E9 E&SC Plan E10 E&SC Plan E11 E&SC Plan & Sequence of Construction E12 E&SC Plan E13 E&SC Plan E13A Inlet Grading Details E14 Sediment Basins Details E15 Sediment Basin Details E16 Sediment Basin Details Ell Sediment Basin Details E18 Erosion and Sediment Control Details E19 Erosion and Sediment Control Details E20 Culvert Details and Profiles E21 Sediment Trap sand Basin Drainage Areas E22 Sediment Trap (and Basin Drainage Areas E23 Culvert and SCLC Drainage Areas E24 Culvert and SCIC Drainage Areas E25 Stormwater Management Details E26 Stormwater Malnagement Details E27 Stormwater Malnagement Details E28 Stormwater Mainagement Details E2 Storm 9 S o m Sewer Profiles o es E30 Storm Sewer Profiles E31 Storm Sewer Profiles and Computations E32 Inlet Drainage Areas E33 Inlet Drainage Areas E34 Impervious Area Treated - ZMA Plan E35 Impervious Area Treated - Proposed Plan E36 ZMA BMP Drainage Areas E37 Predeveloped Drainage Map E38 Postdeveloped Drainage Map E39 Mitigation Plan E40 Adequate Outfall Analysis APPROVED by the Albemarle County communit D vel pment Department Date Q� ao File c Q0-11_ LIMITS OF DISTURBANCE = 77.5 AC RECEIVING WATERS: UNNAMED TRIBUTARY TO BISCUITRUN BISCUIT RUN MOORES CREEK ULTIMATE RECEIVING WATER: RIVANNA RIVER C ' � N N � pi c 1; L C = mai �� s°�m o 0 CO N .� C C o�rd C 0 W v p eye o MIC F. MYERS a ic. No. 33028 J �"NNA L �(5 � w A � M 0 Y U W U � c A A I� Z w A cc 0 W z c' U) W 0 0 0 0 w Q U) CQ.� 8 U w� Z O W I J LL Cd C> W � y E-' I w a O E-4 r ix E'-4 �y E—+ w E .. col V O O E-4 x co � a Q H 6i w J W �:t W T DOM. PROJECT NO:13.003 INDEX TITLE: Et SHEET NO: 1 OF 41 DATE: 11/07/2014 SITE DATA & GENERAL NOTES ABBREVIATIONS Q' Q dJ c E LEGEND .� SITE DATA C •� N R U E c 0W OWNER AND DEVELOPER: GENERAL CONSTRUCTION NOTES: v y y PIEDMONT NEIGHBORHOODS, LP 1. Prior to any construction within any existing public right-of-way, including connection to 11111 SUNSET HILLS RD, SUITE 200 any existing road, a permit shall be obtained from the Virginia Department of Y :MIC ERS c. No. 33028 RESTON, VA 20190 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of GENERAL EXIST PROP DESCRIPTION the permit. Where any discrepancies occur the requirements of the permit shall govern. A 2. All materials and construction methods shall conform to current specifications and ABAN ABANDON(ED) MAX MAXIMUM PROPERTY UNE "f: LEGAL REFERENCE &SOURCE OF TITLE: standards of VDOT unless otherwise noted. E -' x 125 TC DEED BOOK 4461, PAGE NUMBER 435 3. Erosion and siltation control measures shall be provided in accordance with the approved ADJ ADJUST MIN MINIMUM ..... _.... 0 UJ Y ADJACENT PROPERTY LINE erosion control plan and shall be installed prior to any clearing, grading or other U UJ x ,. _•.. x 12 BC '' MAGISTERIAL DISTRICT: SAMUEL MILLER construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. AHD AHEAD MON MONUMENT CONCRETE ------------- O_ VACATED PROPERTY LINE x 125 FL SOURCE OF BOUNDARY SURVEY: DOMINION DEVELOPMENT RESOURCES, LLC. 06/05/07 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, APRX APPROXIMATE NIC NOT IN CONTRACT __...._.......__..__ EASEMENT ` - = %I' x 125 EOP lesser slopes of 3:1 or better are to be achieved. Q co 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BC BACK OF CURB NTS NOT TO SCALE "'---------.--- BUILDING SETBACK x 126 SOURCE OF TOPOGRAPHY LOUISA AERIAL SURVEYS, 06/28/07, FIELD VERIFIED BY DOMINION ENGINEERING 10/2014. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage m channel. BFE BASEMENT FLOOR ELEVATION ION OC ON CENTER THIS PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BIT BITUMINOUS OH OVERHEAD _ PARKING SETBACK x 124 TW -FLOOD INSURANCE RATE MAP NUMBER: 51003C0410D & 51003C0407, DATED: 02/04/2005 Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 111. BK BACK _ „,..,..,..,.w.,.�., ZONING UNE x 12gV8. w 9. All excavation for underground pipe installation must comply with OSHA Standards for69 PE POLYETHYLENE ; A WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY the Construction Industry (29 CFR Part 1926). BM BENCHMARK PERF PERFORATED LIMIT OF DISTURBANCE _w 0 LU SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED -- - - - - -- FLOODPLAIN LIMIT I 1. Construction inspection of all proposed roads within the development will be made by the 0 U, w v 1,; THIS PROPERTY IS ZONED: PRD PER ZMA 77-18, ZMA 80-07, & ZMA 2006-011, EC Count The contractor must notify the Department of Community Development 296- Y Y P Y P ( CB CATCH BASIN PRVD PROVIDED i _ _ ___ BUFFER ZONE 5832 48 hours in advance of the start of construction. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY ``' RMA 0 o SETBACKS, FRONT YARD SIDE YARD REAR YARD FROM RTE 631 2. Upon completion of fine grading and preparation of the roadbed subgrade,the- contractor have CBR "`'' - - - - - RMA -RESOURCE MANAGEMENT AREA BUILDING 30' 15' 20' 75' shall tests performed on the subgrade soil. Three (3) copies of the t test CENTER LINE RCP REINFORCED CONCRETE PIPE RPA shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, _ --- --- - - - RPA - RESOURCE PROTECTION AREA --II_.•.,.,.,.,.�� J LOTS 30-36, 87 35' a revised pavement design shall be made by the design engineer and submitted with the test CL CHAIN LINK REM REMOVE results for approval. A A -- --- - MAXIMUM NUMBER OF DWELLING UNITS: PHASE A: 17 PHASE B: 79 TOTAL: 96 3. Surface drainage and pipe discharge must be retained within the public right-of-way or CMP CORRUGATED METAL PIPE REQD REQUIRED - - EDGE OF GRAVEL A within easements prior to acceptance by the County. All drainage outfall easements are to- be extended to a boundary line or a natural watercourse. CONC CONCRETE RET RETAIN ------------- - - EDGE OF PAVEMENT H,.,• =h- •"-� PROPOSED ADT: 960 VPD 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments- CY CUBIC YARDS - RT RIGHT CG -2 will be field verified at the time of construction. Additional guardrail may be required at ------- ----- - - STANDARD 6" CURB PAVING SPECIFICATIONS: locations not shown when, in the opinion of the Count Engineer, or designee, it is deemed p y g q C/C CENTER TO CENTER R/W RIGHT OF WAY :.:�-.; cc -3 _._._. _. __ ...._.._ PUBLIC ROADS: 6" - 121A AGGREGATE SUB -BASE MATERIAL necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge :.-.-::.::::.:.:>: STANDARD 4" CURB 3" - BM 25.0 BASE MATERIAL of pavement to the face of guardrail, and roadway shoulder widths shall be increased to g Y....................................... C&G CURB AND GUTTER R&D REMOVE AND DISPOSE - = CG -6 Z LU J Z.-1 2' - SM 9.5A SURFACE MATERIAL seven 7 feet. M .."'..... COMBINATION 6" CURB & GUTTER FINAL PAVEMENT SECTION TO BE BASED ON ACTUAL CBR TESTS 5. Where urban cross sections are installed, all residential driveway entrances shall conform DIA DIAMETER R&R REMOVE &RESET _ � --_- CG -7 -•--------- ------- Z to VDOT CG -9(A, B or C). _._•.____.___..___. COMBINATION 4" CURB & GUTTER RESERVOIR WATERSHED: THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED DISTRICT. THIS PROPERTY 6. Where rural cross sections are installed, all residential driveway entrances shall conform to EL ELEVATION SD SIGHT DISTANCE � E-+ W W IS NOT VDOT standard PE -1. ELEV ELEVATION SQ SQUARE O FIRE LANE STRIPING .............-...._.....___.. LOCATED IN AN AGRICULTURAL -FORESTAL DISTRICT. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as O shown on the typical pavement section detail, shall be strictly adhered to. ES END SECTION STA STATION --• C- . CURRENT USE: VACANT 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should ,BE BUILDING ENTRANCE the final plat for this project expire prior to signing and recordation, then approval of these EW END WALL SW SIDEWALK " PROPOSED USE: SINGLE FAMILY RESIDENTIAL plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform EX EXISTING SWEL SOLID WHITE EDGE LINE ! LOADING DOCK Q Traffic Control Devices and the Albemarle County Road Naming and Property Numbering w BOLLARD AREA SUMMARY: Ordinance and Manual. EXIST EKISTING SWLI_ SOLID WHITE LANE LINE QD DUMPSTER PHASE A AREA: 29.99 AC10. Traffic control or other regulatory signs or barricades shall be installed by the developer FDN FOUNDATION ...:%_ TBA TO BE ABANDONED PAD � PHASE B AREA: 154.16 AC when, in the opinion of the County Engineer, or designee, they are deemed necessary in E2 SHEET NO: 2 OF 41 DATE: 11/07/2014 TOTAL SITE AREA: 184.15 AC order to provide safe and convenient access. FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED �- IG 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as PHASE A AREA BREAKDOWN determined by VDOT for public roads. GTD GRADE TO DRAIN TC TOP OF CURB - --- --- STEEL GUARDRAIL ` 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase LOTS 16.88 AC material at all cut and fill transitions and grade sag points as shown on the road profiles. IFIRON FOUND TS TOP OF SLOPE -- WOOD GUARDRAIL C R/1M 2.47 AC 13. A video camera inspection is required for all storm sewers and culverts that are deemed OPEN SPACE 7.50 AC inaccessible to VDOT or County inspections. The video inspection shall be conducted in IS IRON SET TYP TYPICAL -a- R/W DEDICATION accordance with VDOT's video camera inspection procedure and with a VDOT or Count P P Y LA LANDSCAPE AREA ------ -- --- - ---------- UG UNDERGROUND . . -- - --- PATH OLD LYNCHBURG RD 3.14 AC inspector present. TOTAL 29.99 AC GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK `• � �• � ���^� TREE UNE 1. The plan approving authority must be notified one week prior to the pre -construction LF LINEAR FEET YDS YARDS - FENCE i PHASE B AREA BREAKDOWN conference, one week prior to the commencement of land disturbing activity, and one week LOTS 86.79 AC prior to the final inspection. LT LETT STONE WALL °CO R/W 6.58 AC 2. All erosion and sediment control measures will be constructed and maintained according to OPEN SPACE 60.79 AC minimum standards and specifications of the Virginia Erosion and Sediment Control _.__..._._...._....__. RETAINING WALL Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control TOTAL 154.16 AC Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in UTILITY STREAM /POND /WATER COURSE v .6 TMDL NOTE: THE TMDL WASTELOAD ALLOCATION STUDY FOR THE SOUTH FORK RIVANNA RIVER WILL NOT BE COMPLETED UNTIL 20712. clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site atCM ARV AIR RELEASE VALVE ......................... MH MANHOLEDETENTION BASIN WM CONTRACTOR'S COORDINATION RESPONSIBILITIES all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE ...... SILT FENCE t p 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a CO CLEANOUT RIM RIM ELEVATION supplementary erosion control plan to the owner for review and approval by the plan 12 - CONTOUR 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID approving authority. CTV CAFE TELEVISION SAN SANITARY EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH 6. The contractor is responsible for installation of any additional erosion control measures - -' •--- - 00 INDEX CONTOUR OR REFERENCED IN THE RECORDED EASEMENT. necessary to prevent erosion and sedimentation as determined by the plan approving DI DROP INLET ., ... SCC STORMWATER CONVEYANCE CHANNEL ;;� C?m 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR; TO THE START OF ANY CONSTRUCTION. authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during DIP DUCTILE IRON PIPE SD STORM A PARKING COUNT land disturbing activities and during site development until final stabilization is achieved. ELEC ELECTRIC STIR DRAINAGE STRUCTURE O 4. CONTRACTOR TO VERIFlY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER 8. During dewatering operations, water will be pumped into an approved filtering device. q 3:: , ; ; S�a+Nw�.e CROSSWALK ,^ EM FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 9. The contractor shall inspect all erosion control measures periodically and after each runoffproducing FII FIRE HYDRANT TSV TAPPING SLEEVE & VALVE CEO 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. FM FORCE MAIN , UP UTILITY POLE ACCESSIBLE CURB RAMPx + COMPLETED INCLUDING UTILITY POLES 10. All fill material to be taken from an approved, designated borrow area. '"' HANDICAP PARKING 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert free debris. F&C FRAME AND COVER WL WATER LINE VAN -ACCESSIBLE HANDICAP PARKING 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, DATA FILES THAT materials only, of roots, stumps, wood, rubbish, and other F&G FRAME AND GRATE WM WATER METER AND ARE OBTAINED 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS Ordinance section 5.1.28. AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of GT GREASE TRAP WV WATERVALVE a . a ` CONCRETE PAVEMENT / SIDEWALK + 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS IF A PERMIT EXISTS. Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to GV GATE VALVE 6"V 6" VALVE _....__.__..__ ;.. RIPRAP 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT UNITED T0, the hours of 7: OOam to 9: OOpm. HDPE HIGH DENSITY POLYETHYLENE _�',��-�Y,•.'-;.= n>w•• ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral :: {- -'`: °-:„- ";-= -;- �=�S;;` NEW ASPHALT AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. support, or order to minimize any hazard to persons, physical damage to adjacent land and INV INVERT improvements, and damage to any public street because of slides, sinking, or collapse. - GRASS to. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND 16. The developer shall reserve the right to install, maintain, remove or convert to permanent y SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. stormwater management facilities where applicable all erosion control measures required �,�:.y>; EC -2 BLANKET MATTING 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT (PROGRAM by this plan regardless of the sale of any lot, unit, building or other portion of the property. e at 75 17• Temporary stabilization shall be temporary seeding and mulching. Seeding is to b .�,::<,� Lam: �.;.� STREAM BUFFER NOTE: J- EC -3 TYPE A (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND lbs acre, and in the months of September to February to consist a 50 50 mix of Annual / P Y / THE STREAM BUFFERS HEREON SHALL BE MANAGED IN RECREATION (OCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP N0110E OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMIP REGULATIONS. R e rass and Cereal Winter R e p Y Y Y 9 Rye, or in March and April to consist of Annual Rye, or May ACCORDANCE WITH THE ALBEMARLE COUNTY WATER- ;. -` ' :: PROTECTION ORDINANCE t= - EC -3 TYPE B 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. through August Alternatives are s consist German Millet. Straw mulch is to be applied at 801bs/100sf. subject to a approval by the County erosion control inspector. - 'e rF i-:... � _ • WETLAND 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural OSHA STANDARDS AND LOCAL REQUIREMENTS. grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, inches of soil. Fertilizer shall be applied at 10001bs acre and consist of a 10-20-10 nutrient ORDINANCES AND STATUTES. mix. Permanent seeding shall be applied at 180lbs acre and consist of 957 Kentucky 31 or 9 PP • Y - Tall Fescue and 0-57 Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be GEOTECHNICAL ENGINEERING NOTES FOR DAM CONSTRUCTION 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 1. Material - Fill material should be taken from an approved, designated borrow area. It should be free of roots, stumps, wood, rubbish, stones greater than 6 inches, and frozen or other objectionable materials. Fill material for the center of the UTILITY REPRESENTATIVES. inspector. embankment and the cutoff trench should conform to Unified Soil Classification GC, SC, or CL. Consideration may be given to the use of other materials in the embankment if the design and construction are supervised by a geotechnical engineer. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 2. Placement - Areas on which fill is to be placed should be scarified before its placement. Fill material should be placed iin layers a maximum of 8 inches thick (before compaction), which should be continuous over the entire length of the fill. The when 507 of the wet storage volume is filled with sediment. All seeded areas are to be most permeable borrow material should be placed in the downstream portions of the embankment. The principal spillway must be installed concurrently with fill placement and not excavated into the embankment. reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: which are collecting sediment to half their height must be cleaned and repaired immediately. 3. Compaction - Fill material should be compacted with appropriate compaction equipment such as a sheepsfoot, rubber -tiered or vibratory roller. The number of required passes by the compaction equipment over the fill material may vary with soil 1. All dams are to designed by a geotechnical engineer. 20. All temporary erosion and sediment control measures are to be removed within 30 days of conditions. Fill material should contain sufficient moisture such that the required degree of compaction will be obtained with the equipment used. The minimum required density is 957 of maximum dry density with a moisture content within f 27 of 2. Pipe and riser joints are to be watertight within stormwater management facilities. final site stabilization, when measures are no longer needed, subject to approval by the the optimum, unless otherwise specified P F b the engineer. Each layer of the fill should be compacted as necessary Y g ' Y Y to obtain minimum density and the engineer should certify, Y g Y at the time of construction that each fill layer meets � y the minimum 3. For temporary sediment traps or basins which are to be converted to permanent stormwater County erosion control inspector. density requirement. All compaction is to be determined by either Standard Proctor Test (ASTM D698) or the Modified Proctor Test (ASTM D1557) as directed by the geotechnical engineer based on site and soil conditions and the size and type of management facilities; conversion is not to take place until the site is stabilized, and 21. This Ian shall be void if the owner does not obtain a permit within 1 P P year of the date of structure being built. permission has been obtained from the Count erosion control inspector. P Y P approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after 4. Cutoff Trench - The cutoff trench should be excavated into impervious material along or parallel to the centerline of they embankment as shown on the plans. The bottom width of the trench should be governed by the equipment used for the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) excavation, with the minimum width being 4 feet. The depth should be at least 4 feet below existing grade to density or as shown on the plans. The side slopes of the trench should be 1H:1V or flatter. The backfill should be compacted with construction equipment, rollers, or hand tampers assure maximum and minimum permeability. 5. Top Soil - The surface layer of compacted fill should be scarified prior to placement of at least 6 inches of top soil. Thie top soil shall be stabilized with in accordance with the Virginia Erosion and Sediement Control Handbook, latest edition. E �NN2 Q' Q dJ c E E co 0m .� C cn o�� C •� N R U E c 0W v y y a e`' Y :MIC ERS c. No. 33028 ssIDNAL A m 0 UJ Y U UJ x U O_ Q co A m 0 w A m 0 LU o z I 0 U, w v � 0 0 o p J Cn 0 A A A V U U ui Z LU J Z.-1 C%2 M � � O Z Q E-+ W W O O C- i --•_4 i� Q H w -� � J U W 00 � DOM. PROJECT NO: 13.003 INDEX TITLE. 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I r \ r�l " - - I ; � � / INDEX TITLE: 11 I - I I I I I I E4 rl__� EXISTING TREELINE � LEGEND 300 0 300 600 900 LEGEND 300 0 300 600 900 - .-.�------------....--.......---.-,-----.--.�---.---.--.-- 0 m - � n__ ____ . ­ I im In -3 I 0 Limia 1 ("_4� EXISTING CRITICAL SLOPES -1, ,,r_- --- __ - I 11� "� I -'-/ n, y �__v � ___ � 4�/ E4 Not To Scale Existing Trees SCALE: 1" = 300' i _'___­___'______'___' ------,",---,-"-"-""-,----"------,-,-- LnIzinn Critical Slopes SCALE: 1" = � 300' . � - --I SHEET NO: 4 OF 41 ',,,,,,,L4 j Not To Scale LL\L�Lj � . � DATE: 11/07/2014 1 I � County ol'Altremarle Consen ation Plan Checklist —To be placid of% Latokcape Plans (Handbook, PP 111-284-111-297 for complete silkirkatib"s) 51.0%n!lip the MAP,; U, Trees to be saved, Whs ofeloarring loatsidle driplinr oftieo,, to lie �a�cdj, E.4cillnon and tylic of pro,,carve teadrig; tOL31aao ghanges witliting free WC115 or wall,,, k 'in s" s. to be saved shall be nifirkedwith print or ribbon at 9 height clearly visible to equipment Qoeratol$ ?4r) gradingsthall begintmti3the inspected andapprrivet! byaCoum.ty lqqpectcr. P r �C" rfa�cc',: ;Iee Mrserviltion and otowetion treawresshall bt: frvievmd with ifiecootraaolron site Eu(tionivit burration and Starailc R3 iiel�o*tquipRlcot,�velticiii�ittratTi,�arJ.qtora.*tofcoii�triici;wmz,.,, - eliak hichid irg soil shall not be Perm Ned %ithirl the driplines of itmi to be stayed S. S.iAroNion and Ditenti'm Devices: Toxic indicriab shall run be Wired w:thio 100 feet bfthe dripline oftm% to %be saveti. wfthf ) 40 (bel ofa proposed bitulding or grading aLtivitv shall be pralected by fening bell ti, ficricirip shall he in p)aco and Oall he Inspected andqprrlvvJ by a Counfy� Inspector ffirat to grading or coxertro-tjoi) stowto Itivc! nitist be rzis'd Within on; ch iplrac ofit inc to be saved. it utre well shail bf, provided and a subtrutted fe; alsfqowl� 10. kj�fflt� It �alls: When the rn);,uld li;�O alust IV imvcrcj notion tb�� rhip!;llc il irtc to bcmyed. a ac�wa)l shAM bfipro�hl,�d, finda submincil for woprovA 11. T/mchine and Tunnelinp; El When teriebing is requirtt] within the bants ofelearmg, asl,,all be, done as far away from the trunks.ofirres as possiNci PoluxhyiS umici a Itur net, shad be bmsidered as oil allemalm whm it i� anl:6pled thilt nummy Venching will destroyfeeder Mots, 12, jCjLa�; Lj lie c c cil'o J� luting file f L neillp shall be the lasit i(ems; TcnioN,�d d anal cleanup 13. inaged Tirres! Datnagtd lri�" shall ho treated ;:tj rif,diindly by prunjo& 1erblizat ion or other nivillods rccouniltulded by a me spect'Ast, NOTE, 11"Is I 14L DENTLOPER's RESPONSIBILITY TO COINIM R "A'ffH THE CONTRACTOR 0N*TkVC CONSERVATIGN' REQUIREMENT& 4" 6 -ft .19 NLR I IDATE1 01INTH NC`l'P1;l1(JlASU.R SIGNA1 I *F. (DATE) 511!06 Palle I of q :C0l.,NTV,QF ALBEMA-TtLE DepntrtmekofCom unity Development M 401 McIntire Read, Not-th Wing Charlottesirtile, Virginia 2290245% Phone Lzk341 296-5932. Fax (434) 972-4012 Memorandym To. Mike Meyers, Dominion Engineering Fro 1m; David Banish, Chief of Planning, in consultation with.the 7Ajuing Administrator Datei :MaY14,2015 subjeet: Whittington ApI)l1cation Plan determinations Emergency Access and Stormwater plan The stormwate'r information received in an email .1k pfil 20, 2015 and the emergency access information received in an email dated April 29, 20 15 have been reviewed for compliance with the applicable prorfers imd-iipplic.a,rion plan approved for Whittington (ZMA 2006-11). It is our determination that both are- in compliance with the applicable proffers and application plan per �!_e_crwnli Of the Zoning Ortfinatice and no variation of remning will be needed, Detailed . corrinlents are below. Stormwater Section 33 and Section 8 allow Planned Development district a plication plans to show p stprmwatc� coneepivatll�. It lippears that storinwater facility locations were intendtil to be coindeotual and1we.re not a ins,jor element of th� application plan apj:ir oved ftir Whittington. Also,- Proffer.7 requires only that developinerif be in general accord With the application plan. For these reasons, we.find that the relocation of facilities shown on the plans provided April 20. 2015 do not reoire �a variation or rezoning. Emergency Access The application plail re ires screeningof lots along Ri. 631 and the Proffer 8 establishes the screening requirements, Pr6ffer.3 also specifies that all lots shall use internal,roads as the sole :,.means olf ingress/egress atiddi4tdirect access from lots to 631.will hotbepermitted. Since the access.toRt..631 will be solely, for emergency access, not providing access forlots.'ano is mostly a gras�-crete surface the proposed:acce*ss as shown on the proposed plan provided April 29,2015 does noi rquire a -variation or rezoning.. - Ty 8 9 JR.4 R 7 3 F 5 EVERGREENLAND COMPANY _L JX D13 303-3 PC 269 A ZONED: Ry, USE: VACANT NOTES: 1. ALL 2:1 SLOPES ARE TO BE PLANTED WITH LOW MAINTENANCE VEGETATION. 2. REFER TO SHEET 13A FOR DETAILED GRADING AT PROPOSED DROP INLETS. 3. REFER TO SHEET E18 FOR DETAILED SEDIMENT TRAP DESIGN' INFORMATION. 4. REFER TO SHEET Ell FOR SEQUENCE OF CONSTRUCTION. ED CRITICAT SLOPES 35SETBACK Iowa KEY MAP Ty 891PLAIR 73F6 EVERGREEN LAND COMPA 1.0y DB 3033 PC 269 ZONED: RA U VACANT SE: uti x� r V, WATE\R 7 -_ 7-- 777- ZZ r -4­ C� TOMER U-) -ANIY-G]�ADING I; r 7— LIMITS OF CLEARING 7- 7777 77' 4�, N ;7' j:j 4,: 0000, �4 I X �x 1/1, - >_ M17FMYERS F. No. 3�3028 S10NAL 0 P .. 4 SCENIC OVERI-Our, I I ��i, /'1gt"/`­.7'j-, I [:Li�ij " ­ , ­/,�.,/ _ , . � ,, -; �­ - -,. -, �i­ 1, ; 11 1" - 'I I = = Q :77 90" 'Val E9 &a &a Cn 7 �4 y t I/ jq PAR 73F4 TM 89 77� k ­N I' IA 11" "i _71 ­_ T AND EVERGREEN COMPANY t 1 j: :.'i I -i, I_ I _,7 30 9 [Ot DB 3033 PC 26 'X \,N N Z N vnNTFn* RA I I I ­ , .,/ .. I I , ­ I - -Ypf — . k1\ /I Xg U T7 U tKb)V)N Y -T C �11 A P A NTT 1E -,TEMF YISE IM TIT _0.jjj�; . N.W— .0000 1/ Z N f$ N co a LU ca z Cn M co 0 C.) rU U Uj U ��Pl: CQ . .... .... . . P F > J-4 C) ;7 20' WATER LI CD C/ 1 7. YI"ERS 7-- E-4 10 .000 jbJ 2 C:) 02 E olu Z r .. ........ 10 W 7, 600 Lij 000" W 'A 0) DOM. PROJECT NO:13.003S go - 5 /0000, 010 SOON" INDEX TITLE: 400 0 50 100 50 0%4E 150 MIUMM993M 9 P KI K3 =50 8TREAM­tTY) E 5 veqm EVA I ...... 0 41� SHEET NO: 5 OF 41 MATCHLINE E6 N\�_ �0 DATE: 11/07/2014 t E 0) Cq < U-1 > C E 0 C: (j) 46 4 -W C E W 0 0 Av, �x 1/1, - >_ M17FMYERS F. No. 3�3028 S10NAL 0 P .. 4 SCENIC OVERI-Our, I I ��i, /'1gt"/`­.7'j-, I [:Li�ij " ­ , ­/,�.,/ _ , . � ,, -; �­ - -,. -, �i­ 1, ; 11 1" - 'I I = = Q :77 90" 'Val E9 &a &a Cn 7 �4 y t I/ jq PAR 73F4 TM 89 77� k ­N I' IA 11" "i _71 ­_ T AND EVERGREEN COMPANY t 1 j: :.'i I -i, I_ I _,7 30 9 [Ot DB 3033 PC 26 'X \,N N Z N vnNTFn* RA I I I ­ , .,/ .. I I , ­ I - -Ypf — . k1\ /I Xg U T7 U tKb)V)N Y -T C �11 A P A NTT 1E -,TEMF YISE IM TIT _0.jjj�; . N.W— .0000 1/ Z N f$ N co a LU ca z Cn M co 0 C.) rU U Uj U ��Pl: CQ . .... .... . . P F > J-4 C) ;7 20' WATER LI CD C/ 1 7. YI"ERS 7-- E-4 10 .000 jbJ 2 C:) 02 E olu Z r .. ........ 10 W 7, 600 Lij 000" W 'A 0) DOM. 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Ael \ �_�C:, . / ,_-;v,- -, �11 -, __ ­N,�,\ ; " "" ­ j �, \ , V, "�:'­'4 " �' � ,'�jt"�__] / - ,��,' " ,_ 1­-�,___ 1 - ALL 2:1 SLOPES ARE TO BE \ \ \ \ �\ � " �- 't"it , - --��,, __ , --- \1 . �, \ - .1 / -, , - I, 1, I- --- � "­­­ , I \ 1\ .. �t,�'� t,",_: ] � 1; �:t A, I "I , ",0", 3" �,_� __ � \ �� PLANTED WITH LOW MAINTENANCE \ \ \ , --11" 1 4-1 , ,z, � , I / \ _,`­ I", � ­.'�__ ---.. \ \ 'if ��; , � "Ill -_ �� -�r. i -, -- -,, �'. I 1, --- ­ __ I I \'\ \ It I I A"', I 111,11,1111 1., / I . ��, - I,- 11, - >0- -,-,. \\ , � � I �-,:, V �,,�'-!;��',�,, _, t- -,� , '' - ­,,C"""�,�_� , '', � I , , 4 - - -_ _­ -- ... VEGETATION. ) ,� ,�_!4� " : I ,:/ I - -_ - I I \ \ I / �,,`-`,tl. t � , 1,��,; � , , " \ . I I'll, � �;c'­; , ; � / . ,� -, �­ , , 1v 1, \ A � I , � , I � I I '�� � 1, , I I I I �-­,_,,;3' � ��+ /, / ----' 1`11 -­,_.- --, 2. 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SHEET NO: 9 OF 41 ­­ I , �t ,�� .,, , .1� - 11 ­ I ­ I I I I—— 1-1-11-. 11 .1 I ­ I 11 I-. - 1-11-11, I 11.111, I I _11,1-1 " ", ­­ _­ I 1.1111, I � ­­­ -11 1. 11 ­ 11 � ­ I I ­ I I., - , I - __111 ­ I ­ 1".. ­ 11 � ­,,� , 6, I � - _., , ­ --- --:-�:�-.,,,::,-- �; _�.� �,�,, - - ,� , , I ,,, " _ " _1�1111.11�1­� C�, -, - - "7",-, � 50 0 50 100 150 . n " M n rl r =9 - r- -_ ­_____�� lvl=50) a i DATE: 11/07/2014 .0, Ac 5 iN 'p, -7 7, U I V __o11h!)yutu \e, pv­ ?x Z IN Ei! mA ..... ... . . __ �j� E E cj — — cq N < 43 > 0 Umm 41 07 , IT ,�, iAl.,e 9CNo. 33028 4 N�S19NAL 7; 7-1 _71 c> Z Roy SA N� fit i_7 N Ix "VD A: a j"; EXISTING 20'EMERGENCY ACCESS 7,, ROAD (2" SM 9.5A, 3" IM 25.0, 8" 21 -A) OVER COMPACTED SUBGRADE REFER TO PHASE A ROAD AMENDMENT ;,"A "i: e '-p ... .. ......... r 't q�z T/ "' ",;" A V �r 7�" xo� J, N ij om PAPI, I .j am 0 N ON ON N&NOmemmomp— _. 01 0 --0-- 0110"m aloe PROVIDE 1 " WATER CONNECTION TO CLEAN CONSTRUCTION VEHICLES BEFORE THEY LEAVE THE SITE. DIRECT WASH WATER TO EX. CULVERT WHICH DRAINS TO EX. PHASE A SEDIMENT BASIN. NOTES: 1 - ALL 2:1 SLOPES ARE TO BE PLANTED WITH LOW MAINTENANCE VEGETATION. 2. REFER TO SHEET 13A FOR DETAILED GRADING AT PROPOSED DROP INLETS. 3. REFER TO SHEET E18 FOR DETAILED SEDIMENT TRAP DESIGN INFORMATION. 4. REFER TO SHEET Ell FOR SEQUENCE OF CONSTRUCTION. CRITICAL SLOPES KEY MAP EN NEON I RE w E E f:4 CD m 4 >_ cn Z z E-1 0 N co Pr.1 w E-1 CD L) C-) RE w E E f:4 CD m 4 >_ E-1 E-1 LLJ 51� 03 ca 0 uj ;z 0 Co Lu 0 6j z LLI LL c) E ­i E-4 E-4 cy) F- NO"ll F ­ w w w W DOM. PROJECT NO:13.0( z INDEX TITLE: I leer Et 0 0 1-_ SHEET NO: 10 OF 41 DATE: 11/07/2014 79 i v 0 00 W W Z I "r () F_ < 2 NOTES: 1. ALL 2:1 SLOPES ARE TO BE PLANTED WITH LOW MAINTENANCE VEGETATION. 2. REFER TO SHEET 13A FOR DETAILED GRADING AT PROPOSED DROP INLETS. 3. REFER TO SHEET E18 FOR DETAILED SEDIMENT TRAP DESIGN INFORMATION. 4. REFER TO SHEET Ell FOR SEQUENCE OF CONSTRUCTION. r-7 ------ I LLJ CRITICAL SLOPES RUCTION Note regarding Sediment Traps/Basins on Lots KEY MAP As part of the construction activities, it is necessary to provide sediment traps/basins on residential lots. For this reason, building permits for these lots can not be issued until a County inspector authorizes removal of the E&SC measure. These lots include: i I Lot 7, Lot 16, Lot 23, Lot 26, Lot 37, Lot 38, Lots 4044, Lot 59, Lots 60-61, Lot 68, Lot 69, Lot 70, Lot 73, Lot 75, Lot 89, Lot 92, 1 � and Lot 93 � � I Construction Sequence I I I Kendra Street . - I __0_ I . � 1. Install construction entrance in location as shown on plans and direct wash water to existing SB -2. � 2. Expand existing sediment basin (adjacent to construction entrance) that was constructed with Phase A to meet design for SB -2. � 3. Abandon existing 24" culvert at Station 21+75 by filling with grout and redirect runoff to constructed roadside ditch on north side � of Kendra Street. I EVERGREEN LAND 4. Construct ST -7 with connecting Diversion Dikes at rear of Lots 7-9. 5. Construct Diversion Dikes behind lots 47, 51 and 52. 1 i COYPANY 1 6. Construct other perimeter measures including silt fence, diversion dikes and tree protection as shown on plans. � 7. Construct Sanitary Sewer from existing DH -2 to MH 5-7A to sewer lots 5-12. I . 8. Construct Sanitary Sewer from existing DII-2 to MH.5_2C to sewer lots 46, 47 and 51-55. � , ONED: RA 9. Construct SB -3 behind lots 46, 47 and 51, ---.--- . I Z - -- I USE: VACANT I 0. Construct storm sewer from-strfi6ture 30 to 3 6, including associated fill prior to mass clearing and extension of Kendra Street bey "ast-ation'S4+60 (high point) ! I --,---------- --- I L -Construct ST -9 with connecting diversion dikes below temporary cul-de-sac at end of Kendra Street. - ___________­ __ � 12. Construct Super Silt Fence at the low side of Lot 37 at end of Kendra Street as shown on plans. i � -------- - - --- 13. Complete road and watermain installation to end of Kendra Street at Station 44+53. 1 1 \ ./ / __­ - --- ___.______­ ­' __ I ; 14. Building Permits for Lots 3745 can not be issued until sewier is extended from Warbler Way. Z \ / --- - --- � Cottontail Way 1.1� �, ,� "I �, 1_�,-, � % ." �/ -\ 11 ,\ 1, I/ -"---------- -- --- __'. "I,-, "I ,, 1-1 1� r `,­_,­-__­ 1-1, ____ -, :��,­__ --- --- � � 1. Construct STA 5 and 5A and connecting diversion dikes and perimeter silt fence as shown on plan. I ---- 1_� 1-1 ,,- �', I" J __ I- 1, __ . __ ­ - __,_;:��- .1 �'k 2. Construct road crossing and other perimeter measures inclu(ding mud traps, silt fence and tree protection as shown on plans. 1�__ Z, _, -_ ___ , - - - _ __ \ � . �, I,-,' �_ .--- _­ __ -1 Z " ,- � 11 -,� 6 � \ \ \ \ 3. Construct clean water diversions in between lots 28 and 29 to direct clean upstream runoff around the proposed construction and to - -11 , 11 '11� I 1-1 " �, 11 �, . , ­,_�� 1_11�� \, , ", " _', ", ,_ -,-,- ___._ I--- _', " �_ _­ ­ - ___ --- ,�, �, _� 1�1 �, I I I ,_ 1�11 -1" �, -I' I . ..... - - -_ - 1-1 \ \ \% 1\ \, ,-* \11, the existing stream channel. . --.,'- ".�` ,,-' - 1___' - — __ — __ __ — __1 _� ­- ­.- -.-..-- - " "I, I ,_-�' ". .." I,- -11, " I \ � . -OF-WAY RESERVATION FOR FUTURE 4. Construct ST -1, 2, 3 and 4 with connecting Diversion Dikes. ", "I __. __ __ -11 ",-, 1� __ --- ,--. ___ __ , .- - ..- .- __ .- - _ --..- __ _, .__1 __ - .__ " , - -_ --,.. \\ I \-, RIGHT 5. Construct Super Silt Fence and Mud Trap on Lot 13 to treat approximately 50 -ft of upland disturbed area as shown. __ __ __ �� __ __ __ -­ ,_�, ,_., --, �, __ __ __ --' __ - _­ 1-1--. -1 __ __ ­ �_ ,,- I , \ I " - 5�: �, CONNECTION TO MOSBY MOUNTAIN SUBDIVISION 6. Construct Storm Sewer from Structure 6-9 prior to removing diversion dike to ST -5A. __ - __ __ __ __ __ _� -, _-1 - __ __ __. .___ __ 11 _* _­­ __1 , - -­: \ i��_ - _ __ - ___ _ .--- - .- -, -.- ___ _____ � I , -_1 _­ __ ­ __ __ __ .----,- __ - __ __1 __ __ __ I .� \ Ilk 4 at end of Cottontail Way, including associated diversion dikes and silt fence. - �.. - __ __ __ -, _­ __ - __ � 11 \ 7. Construct SB - __ �_ -- __ ­_ -_ -_ --- ­_ , _� �:, .,- __ -­ __ - ___ _­ _. - _ .-..- - __ - __ - __._ __ __ ,� ,/�> I - � __ __ - --- __. __ _., __ --, __ - _ -.-, ,- .__ - ___ __� . __ __ -1 �,___�: \ ,\ � k � __,�__ 8. Construct Sanitary Sewer connecting to proposed manhole 5-3 (constructed with Kendra Street sewer) and extending from MH 6-1 -1, __ _-, -, - ­ ­ . _�­y ­ ­_ , I -_ - - ...- _ -- __ -- -_ r00 -_ � '\ �___ \1 _._� - ­­ _____ ­ --- __ ­ I .11 I �11 I I - 11 __ __ - - __ - --- ___ __ __ __ __ - __ - I , 11, I\- I _�* 1_' 1�� � I - 1-.11 I I . - � - -_ -_ _ - ­.- --- I I -_ - -_ - - , ', \ ,� "I _ -_ _� to MIH 6-12 to sewer lots 13-17 and 25-36. ---_, - . "I , " " ___ - - _ -.-- _-, ___ 1_�11;1 ___ _ - -__ -.-- ____ � -,.I--- __ - � - - -,---- , � - .- � __ __ - __ -...- _. __ - ,:;;;, I- - - .__ __ . __ - __ _. ---- - ­ -.-.-- - - _­ _ _____ ___ ___ - ___ ,_ "'ro-, 1J__._ __ __ 1__�, - ------ ­ - .- , �________ 9. Construct Sanitary Sewer "T' series to MH 7-5 to sewer lots 18-24. __ �.�_,M , - _,��"'� - __ � - ,.�__-_-_--�. ,­­�:77 .-- __ "I ­­, 11 I � -1 , - __.. - , - .-.-. - __ �rl:­,, _� �, _� _ ___ , ___ ,"', r,'_-- __ - -.-.- --.:7-- __ � - __ --- __ 0000- ," _.... - ___ _ .--- __ __ _ - I,.,, _i�;�� - -.-- -.- ...- - - -,,-. ­ I 0. Once perimeter controls are installed, begin road and lot graLding and watermain installation. , , , - __ _. - -_ , , - � __ I --- - .��� ". __ I � I'll I ... IL - - _,�__­ - ,�� 11 I 1. Prior to removal of ST -3 at Station 29+00, contractor to conkstruct a roadside ditch to direct upst am ditch noff to SWM -3. iw000­ _____ 1, I I % -, ___ __ ��--: �-�, � --- I ­­ � -1 " - ­_ ,%- - - - - -_ ­ - __ ­­ .11 _-, , . I ­ %�� t, - I- , _ . _,�,,�,-,�� "' . re ru ,��:�� - �, - 5:5�_,_____ ­ 11� , . \, - I _: ­ ' � "�1_1: ,,­;�­ - . ­ :­ I � - : r"',' I :­ 1. 11 - -_ .- _ _.._ ___ __­­�� _-, ,,� I . ­. �.�_ n----- - ­­�:::� I ­ __ - , `� :�� I.: , � . '' 11­�^, - , __ " �, " I � . ­� .. ___ ­' ,,.-- ,,-, J11 -I __ ___ __ ��,p - 1�, ,,<� ,I,:- �, - --, 15- � - , , '. , � __��', - - ' - , - _ -_ __ I !!. _� ,,, I _ .00-0, , ____ - I r.. .1 I - .- -..-. -, '50"" - - , - _- , �_ - .- ,,, ­­­ -,- _ i -, .6 __ , � ­ - _ -.--I - _­ _�:_ b ­ 11 -7, � -�7'' :,,��,:­-,11 --- ­ � VT_87- --- _�:,,,,­.: __ 11.1 ,_ -.-- --- . ­ � ' . _�-- -- , - -_ -, , 7 _�;-�,,­��, . ;", � ...- Warbler Way 0�_ 11- I -_ -_ r �, I �14 , � I _"�' 11 .;; Ir ­ , , ,,;��­�� ,�;�,�,- " ,,-,,, *-- - - ---� �`,--- ��_� �,,.,,o I ,­ " - -­­ fr, I --71 - ,­ .__ ----- ­­ , - , _­ - — , _­ _', _;;� I ,�, ,�,,� �,��,,If , _ 8 .-5.Q-. FT-.- ­ , , , ­,�7�, i_777- --, - - - , � " - - �, 1-11 - , i_ i ,— , , ,",� I ,�: �_' , I I'll 1. -1 - ______ I " , �­' - �'!-',�- , , "" ,_<,��, ��'­ I'll, - I,,_1.__1'1'�11_'_1. ��;o;w� - �:!:-" ­ ,,'�: 1. - I --- .! � ,r,' - 71 , � , �, __ , I ;�� - _ 7�1 ,.��,�;-A� ­,:��­'�-;._ � . 111'111 -, � 'r - I - -'�",',,��,,.�,,��, - _� — - -� - - , .11�:. " , -_ -_ - , " - " - ­�� N I ,i�-,�-_, _� " - �, "; , - __ - 1. Provide Construction Entrance as shown on plans and provide water source to clean construction vehicles before leaving the site. :_�� ____­ � -­ 11 �_':�:,�' � 11 ,L�� - -- - ,� �� �,`­ - , -If---- 11 � 11.1 . - ",­­' -, - , _� �Z � - . � "'. , 11 ---. __ f___ I I -1 ,,, �­ , �, ,,, �"" - - .--- - _­ ­_ J, ____-��<�­�Z�� ,,�� -, I _._,;_,�;�:,, ­ -1 - - , , ; � '­�', i�_ , ":O..O",.01�' `.� _�L,L�'k,�,>, _­ :�, I ��, _�', �,! .c, . � , : __ " - __ ,_�' `�_'�' , , ­. 2. Use existing Phase A Sediment basin to provide E+S controls for lots 56-58 via existing protected culvert at Station 12+50. �, �� , V ��' __ ­ , - "! I I 11 ': -, --- � 1- ­ I � '. o � , - - , , ?"'!Z�, -1 , ,_ 1�' . ,:�L,r:��4�, �, I I ---- , ,7 ­'�L " I 1, - __ ,��,�, � - :::�i��, I - x lr_�, , - , , - ;_L�,,�, I'll �,_* % -_ --- , I �1 I'��, ,­ 1,; �­��,_�� ,; �i ''I _�� , ��;,- ­ I , I - ­-­ ..' - ��_O_� � �",- ;�-,,,�-�-� "Ill ��`, _____�__ " 11 1_�__ I , _� 4 - ­ "' ­7�' ;�� __ I'll I ,��-r 11 ,; -A ------- --, 11 _11�, - - ,:`� ; I �'��.�__ I , - -� ­:"'�' ­_ r �, ­ --.--. - 3. Construct Diversion Dike at Lot 76 to ensure runoff below Warbler Way is directed to existing Phase A Sediment Basin. I'll � . ;-. ��- 1-1 �7:''%,�� � �- " �-:�,�i I : 3 � .;� � � , ,5 � , __ _ _ ­�­ I ­��" � r;' - 4,��7,.�,� -- �, ", _: �, � - - - ,,,, - 'r � Z , , , __ .. - ----,O- , I'll. I -_ , 0 _�;. ,�� ��', � . , , - -- :" "'' � - ­ ­­�, �.-. ", I , " " , �, � ­, - _�O_ �_ � ,:- , , �. , _­ ` , ,;� , � , - Z, (_ - �,'�-7 �_,,7�,- r ,-:�,�;�`,�,.,�- _-,�-` 1�.,­ - - " I , ,'��- " ��' , �, �,, � - .-. 4. Cut in SWM Access Road to SB -3. � I ,ol - V�,�'�r� -7" - I � - __ - I- - - ,�r �_., I "I., �� ,� ,,, , , -_ __ _ _ I-_ , .�,:__ � ,�r ��.,,�, ��",--;�,�,:;"' I" ­�� - ,`-_,��A:-: " -- " � �­�;,� """', -e, - ��, : __ __­ _.,� , 1� I- .,:,7 ,�l __ 7,,�,��. , ,� -, _ -, , , �� ­. -, .. " � �_ -�-,�,`,,`_ 1; - , -, 11 . --I--/, I , , !",;'., �7",.,." r;��_ ' " � , ,_,_-.i' . �_1'11, ;�__ �, , _­ __- V. I , _ , - -��:`,,11 - "��­ I I " " _ , - � 5. Construct Road Crossing at Station 17+50, including appropriate perimeter controls. .11 - I , t-, , 11.11 �_ �_ � _,!�','-:��-,�- I � 1�_Iltll 11 , ­ ­ , , ­ � - �� - � __. "I - 1 '77D . __.� ',::7 "' �,� _�� 4-�­- - - _�, ­ , , __ - - �_ ' � . . - "I - I . , , ;", 1 ,-!;�'4�'�"'77"-,; �-":,�;,- � ,;4;,61kJ, I � ,­� � - - -, "I ­ - _", I I., I : , , , I _,��,,�;��,:�--, ��", ", � I � � - - 6. Construct Clean Water Diversion above lots 59-61 to direct -upstream clean water away ftom construction and to existing stream _ ;; " "' - , � �:�,,,,,� �'.: ",:-; � , " , 1�1_,: ,.�,� 1� * , - . � - I ___ ,, , �� __ �, - , , ,,- I . ," I 1:1, - , �� I— - ��i,� ­ I lir 11 I , ­�� - __ _1� - , I . ­ ��, ��;4,-L­. ,"'�,,,', ­�-��:,,',` ,:�->�, -_ _­ ­ _ye__11;C_ -, ��­ " ;,:­:� ­,�;, - I I I I-IMITS-OF,­ � -­ �, _­­ � , . -I '. - . � .11 �`;�,. �', , " � "5 ' - ' ' -,: , . _�; , - , ., 1�, " ��_­ � ... -_ I -_ I I I- ­ ___ ,­ ­ "I" ,,.,�,,�,�-,�,L�C"3"L���,.::",-��, , " ,:�,_,� " - ", .I-. ,-1 channel. , ­ " E_r " , _0�,,� , , � ,,,, !PX- I - - .--- __ .1- - . " - � ", " - ". , '� `_'�;_'__ %T_�URI�" " ,� t,_ "", , "", I _­ ­­ , ,:1P I I ! � ,_ , . , , �-�-� �-,�':'.-,',�,,'5 �`,`� 4�^ �� " - _�__ 1�' __ ._,�___ __ , - -, -_ � ,�',��'��r, .. - � .Pll� I .1 ­­ C � -, 7. Construct ST -12 and ST -13 with connecting Diversion Dike,�s 1� " I � , , ­ I - - . - ,�', �_� �.� � � ��,�".,:�', : - �7 1� �­ I ­- - ,;��, -_ -_ , - - , , - , 1�� I ,-. -, �. I __ � , � , , , , � , ,; , � I � .1 , ­ " , - I "I ': ,,,�, 4 - -;­ , �� - � --�' ,'� �!��; 7�� � ,��, 11 _- __ �_ 11��,:, -1 T 1, 11 , ­­_,'T�l - " .!: ,� - . - - - I - , _�, - i %7 ,,",',�_'� ,�,, .11' ., - .,_'; - , , , 11 __ -\�,'� %;c- � '111, , - ; ��;_ �,­ I ­ I �-,-;,�,"' , " , -_ ; CO -, ,,,,'� r - __ __ - 111'�,.� ,�'; ,­_�," ; - �- - ---­ -_ -_ �_. -_ I 11 - __ ---. -, - , 1. r- � I I I ­�:,,,�,'i _,>� �., , -:�, ­`� >_ _-��, - __ .--,.. .�, 1� - ,�, ­�'.',':�'�',­ "' ,� ,�;�� )J5 �': : - �_ -6 to MH 3-8 and MIH 3-6A to sewer lots 59-61, 74-75 and lots 40-45 (Kendra Street) -, , 'I,' -� -� I . ", � " `t�,, ", , 8. Construct Sanitary Sewer from MH EX - - I ��_ I IT ---\- ���___�, !� ';�',.;*�, �,��: �� , , ��_,- ,�,--,` �-� --.--' - ,_ ­� I , :� , :"_",-:­-��j,;��-, : �; �,__ ,,, � 57 " -, '. <'� -'- ":;,,'� ,�� ��::`,�, -- 9. Construct 2nd road crossing, including appropriate perimeter controls. - , - I �� , �__� - : , , �, ,., �4�,,�_�, :.' _ .�_ - " - __ - _. J .,.� , "', - ,,��,��4J,,` 11.��1'1'1, I - " � !�� �'�� __ , q -, ',��t_ ,;�,-.i " '�--�;��'_,�,`, ,-��-x'�-,��;il�_, - _ r" --. -_ ­ _�, , �, , __ .- __ ,- J e� �-�_,.__,�'� -, 1 1- ­­ �C,'6: , ��, - , ,�-��,,�,-,,]- - - , _ ,_ , - - " � I ..... ,- -upstream clean water away from construction and to existing stream __ - - - . - `� , , � _� - ". I , � , I 0. Construct Clean Water Diversion above lots 62-63 to direct - , _ �,,�, , ,,�4 4��,,, ,,, .1. ,�� '7�_:r', '. . , ,�� " ", ,,�-, ­0,_-,,��­ - ,,� , ,��, . , - b , - " . , ��_.�. . , _� ,,� ­_ - 0 I I 0� " , _ ',_-;, " _,". I I -, ____ . 'I , _� �1'1 I -: `�-'-:: 7 -, , - ., :,�� !) ­ -.--- - - _ __ .1� ­i"�": � "' - -­­�_ _., ,� ­ .��_11� ­ , ,_ __ - ­. , -7 1 - 11, � - ;;r� ­��_ I , �, :;�. �� �,,7 --- " _U - , - -;��_:,�'-r,_, , ��:: ��':;, ,�7� , n., - , - .-- ­ (3 - 11 I �, �� _�� � ��i3,���"""�.,,,�.,,,,,,�,,�:, , - I I I ", ­'. � "'�, channel. tZ . 11 � �r -"��7�1.�7! ,,_e7­',�'_� '�,_�� ?�7:� "" � ' , - < ::-�,� -;, �� �,;�, - . "' , _�� ,, , . _ , ,� ��, , , - I - I __�'�� .7 - - , , . , � .. � �_�­ �-"�,, � C , '' ., I I I ,��:,.�'�E! - , , � . :]� � ; , , ­­ __ ST -17, ST -20 and ST -21 with connecting diversion dikes. Include construction of culvert at low end of access road . - , -'�_, " ,�7�- --`�, ,�' `i�,��,.`, �,�SQ 75T � - , , �: , �, I -�-':,:�",f�;,; r7 � - _. -1 "I ,1 - - , ,:;, �� " ­,,��'. ',��;­, . , , ��,�, ;�7�., - � , -4 __ I - I - �, � -111 1, , - �� , , Z , . " - , '. I 1. Construct SB , - I � ��­ I- 1-: ,�,� , �,­�, � , � _�_,-��,_:':',7��---, . _� - -_ I �__� I �1, � -1:1 � . ___ - ��4�'. , __. `7` 7;,�� 779 ��7���,`_��- 1�7-1 1 � _. '. �570; 1 :� ___-:7:,�,,�,,�_,_, , �1. - �A� . , , , �� � ',�, _�,� _­ 1-1 .1� 11 . 111,11-- � ,7 �_, ,���7i:,� ____ 11 ,� �� 1:� -.- -1 I -, - �,,_�,�', . 'I'll I., , 1. ;.�� I " � __ -: 'r �_ _� , , - - I - __ --- __ to direct runoff above access road to SB -4. Refer to plan for location and storm sewer inverts. , - - jr.- , , _�� -� , "�,�'��t�;�,,�_,,�.�-,-:,: ;; " 11 ,� , ,�� .11 '. � ,� I 1, - -�5'r, --- , - �-V0007'',',,-,�;, - �:�,;-"_L��,41_ . _�' I �, I �­�� " ,��e , I 11, , 1- - -� ,�,� "­",�,� _- .- _­ - .__ _- , - � " - , , `��"7,', `,",`�4'�,^ __ �"I!,�� , "" _ �,,�' " ;, 1��, - ' , `� " �, I 1� - ,1 I . I I", - __ , _, - , _ , " : , , � , �., �__ , .., _ , ,�;,�', - __�-"� ,'� , _ - - I . - ­ _, , j , ,�_ , . e", , ­'. � " �� " ,�, ___ __ __.__ __ -19 and 17A to direct runoff to SB -4. Provide inlet protection for all completed inlets as shown on plans. � -­ I I --' " " " _�, __ 12. Build Storm Sewer 16 1:_1 I I _�� �.�-,*.��-,��:��,:� ',,�, - - ... __ , & �-' r '�; ' ,;, _�-�'� . I I - , 11 "' __ ,,�, -, - "' - ', 7- ',,­ .- . - 1�' � �'­ " ,, _­ ld�_ - -1 1�,.,_,,--�,t­,,,, - ,� _.7�., _,.­','_-, "', .:. �,�,!,;',� 7 ��. _ _r� , __ , . ", ` -.,- `�,' , �j , , _ _ " �7__­_,,�: " ,5 '' - - , -_ ­ .—.-- � " I -- ,,�t,,�-i�,:,�`, , , � , ,� __­ r - ,� � , ... - ;:��'. '. , , I . , . __ _ ��- , - � �; �� _, , .- __ , I - � - N, � � , - ,;��,_7� , � �;,�,�� ,,"_"�, , , _ , , , ` " " 7., _.­.�!�� ,� . _ - - --.- _ 13. Construct "2" Series Sanitary Sewer up to MH 2-8 to sewer Lots 37-39 (Kendra Street) and Lots 62-73 (Warbler Way) - , I " r I '�;,��'� 111";: , �,.­ "��, -:� �:,L��.,5:t�j,'��­�­�-,� , ��-� 11,��",�� . .- I -1 ?,� - I r­,�,,��,-- -,, -�_71,111�.,�'�'_ " I I- '�"',,,"'��,�,''���-,"�,,,,,'.';��r��,, ­ _` ;'-,,��,::�_��,` "'. I - __ __�., 1� - ) ,�,�,,,,,,,�,-,,-�,,�;,���,�',�,,�"",*,f��,��,��;� �,;� , , � .. - � ,;,11 �. - -�,, ,�:� �,, , ,':, _,; �7,!,�., 1'� - __ - - ' � I ;,�,�-. " � _ �,,� ,, , , " .. 1, ;��_ ",,,,­- , - I " , 11�­' ­ __ --- 14. Construct other erimeter meas s including silt fence, and tree protection as shown on plans. - -1 I _ & A "" ­ Z11 �111, ,__ _1� �,`�;t�7.,�";�­�, ��',.�7 , I I �� � ,�, _ , , _­ -­ ­ ure I - - 10 " .. , - -, �-,,�,,��",;�,,�, , �', I -�f- - ,,, - ��;�� --�17, , ,, " �� ,� , _ ­� - - , ��,�;, , -- , . '0 e�,�11 , , , "7", - _� , ,��,, - , p 1� I " I I ��,� "",--,"�:�:'�,,,,��-�,-�--""";��-"",�, _� �� "': �, v�, -, i:�,' � - ��� - I �� , , ,�_- -t7�,�� , .1 - .-- __ - ­��,, " ,- -�;;, -,,�:�,,�",,,�,-','-,,�?��':,,I , I �­ , ,,,,, - . . : " � - . _,;;;,;6 11 , .. 5, - / , . I , �:,:�. ­�,�-­:�,' _�, I ,�­ , ,,_� .., - , - :�- -�,-.f:�� , I ,;�,,'_:��,-�,­,�­, - � I - - - I I 1. 1 44:�, �-,,,_. -, �,;.�!'!��- � , '. - . ­��, , " , ,� ­- - __ 15. Complete Road and Watermain Construction. - , . ;�__ , , , �, _�, - EA-$EMEN I ­ �' �­. ��k��-, ,,, .... :�, , _� 41�� , � '._%��, '-',,. � , - ______ � " ,� �1< I,.' ;, ­�.!;:­� ----I- -IV,-, 2 SA,,SANITARY-,,SEWEJ!�� � - " ­,�� ­,, , . , i�­�7-�,'�, -, -- -­ ---- 1, :_:�� I I __ ,, , , -, , , ,!��,, __,._��_��,­_� ,,,_ - 'I.:. . ­ I ­­ . - ; _______.� �1, " Z, I / ," .. � ,_ " � 1'/� I I' q�� , , �, _-, " � � I , , _� - _�, �� " , 1� ,; , ,�_-',L'�,,, �� . , ­� � _-�:, -, - ,�__ -, , - ,!;, _", � � , - � , - - _510" -- , '. -, " --, � , �_,, -�,,,, ­- , - , I— I - �_� - _ ,X f�, - "I, , , , ­�­ , " � �,` ��', I I'll - �;� - I- I �� _- - __.. _ , ,� - ­_ _. . _ , �,��ne,11, " " ,.��;. � :'�'. , , I ,,/,, - , " ,X,,:;- 1��,- -.111111 ­ ' I _ _ " , , I ' - � - _ ,,, _��,�I_ 'I, " , 1� ,�,,��!S-'�,����.-��-7-L"-�;�,�7-, ��­ , --- ---- � - " 11 i�7` 7- -- - _' - ',��' __;�': __`�_�:,, 1_:� .�,�� , ., , , - > I . -1 , � �, , " � , `,,,�n � I.." I " ;�­� "­��"� �' '��­ ­­;�` ­�'�%.­ '�-�`,� ­ - - - _­ ­ ­ , I '.1 ��"_�_��, _��x,,. t�� �. I- I,— .1 - , i�� �� -", r ?��:,�,- , ._ , , , ,�,�. � , ---- -__1 -_ , I � � ­_ -­��;-��­_ - � , � �,;��_,,� _� - - _- I -1 , , �; �­ - .11 -1 . " , , - ;75, ­ - --�,� -��,.� ,,�,;" ��_ --r- __ Pine Knot Road I I I 1;- ,� , . - I .- ----.- ­ 1-1 ,; "", , �4, '"',--,!��-',�,��,,,�."��:,,�,',,,, :'?,�:1,,, -'-�7,1��.,,L,�i, , - : , _� ,,;, ,,�_ ,�, '6- - -:, ��: .", � � �1111 ,_�,", �,:,��'z��'- ,�;�::: ­�__;, I ,-, ��,', _� , ,�� , , __� , � 't;�_ . _ 11 � 1,--, .; - " I I � ,/�, 11111'11'.��," , , , ,:n�_ , , - I ­ " _,; �,�,�z'��,,��--,',�,�,,,�-""-�- ;, - �_ .__ � - - ­,� ""J,�,,. , ��_ ,�;:­.':��,__.­,,��­;,,:� , - _ I � � 'j, - _ ,,, I I _.---- / '' " - . ,Z �, _' � ,�>,'�:;�,. �: �,,, - �� _,�,_� ­-, --- -, , ON. -M I P�, , - , � , _. '�� ,�--�f,�, " - ­ � , - , , , 6�,��_',:��,',.':',�:, � � ,,�� , ,,,�� , _ , > "' ;"�,�:­�, ,�,� - - , , -, - I '' - -, , -­ " " � ­ - - .I- ., - "' 11: __ __ t, . , , , " ,� - - I - � - ` , - -, �*� ,�,�. ­', I I - __ - , - , - I.". �: I " - � � ., I,, �. - � ,, �: " ��_ �,.�'.�,,�:.., ,�­ , . � , � _ - .. .- ,,, � " , � , L I i --- _` - . ,�,.',�Z�,,�/,,,,-,� , � ,>"_� �, � . , ,;:,�, I � , ,, , _ , I., _� 1, I . I , , *� `�" , , - I � - , , ��, , I - - , "�, 1 11117. � , - _ . I , , _ ,;�� ,�, � , �. - ,�,,�, , . , � " -.1 - - Al'."`,'�,,!�, , , , . - ,� -1 - V ?,,�� . ,� " -, - , ,:1, 31`,i"11'111;� "S:�� , , �- - , _ � -� - _�, _ - --- - �" , '' , I / �- '� ,, , , ,,, � , - - " , "'. � � ,;�� - . � � ­_ , �� Nl_ , / _ _ _ ;�:. '' -,�,,-­�,,>�:7���tv _ ;;,4�,_,',,'T� '1�5 1 1� 11'1��, ,,��i'_?,�,,:� <-, , ,_': �_ �, ,,, , , , ,,-,��',�_-� r-, ��,_:"�;,�,_-_ ,­:� , , - - - _�, , - - __ . . ---. , � �:� I - 1. Install construction entrance in location as shown on plans amd direct wash water towards SB -5. Until such time that SB -5 is X11 _1�1',,�_,, __ - �', , _,;r���, ��,�,,r,`, !, _ � ,�, ,,,/,, ': ',/1V,/,1 ;,,,�, I ....... ;�<5'_ ��-,,',�, -�- - ��;�' -- 11 I I .���� - ,;�'­;�� - ��,- � _ ____ I V - ,- I " / �,,., �- , " , -, ��_,­ �, ,':�;�, 111;."�,_ . �� � ­ --- 1� ,�-,��_­�: ", - ":7�-_. - - �', I - e- " �,,�, _1�1 1, �_ ___ constructed, provide rip rap berm adjacent to construction emtrance to clean wash water. , �,: � �:­�--�!�: _//_ __ __ ,t- �_ , - __ - . / , ., ,­ , " - � � �,_ _:�� I 11 "- ­7,1�-��,-�:,­7;:�7 �-��',�Z7":I,�` __ -`-1, I\ - - _ - __ __ __ - I . I _.� - i�:����._, ", , " �. - , - I ,"', , ."';;, ��, ��`. ;,�­ ,�_; 7 ... . - 11 �.. �/,� � �,:/ ,,, Z,Z. - :t_7�� 171- 117:� . � - . - , - , , , , ': ': , " -, , . , "", " M, _�','­ -­, "", " __1 __ 1 .,7�;, , " , , , . �. , ,�_� 7 - I ,,�e �' ;; " ", , , , � �, "' I '�`:-:;�� , ". �­� ,',I�,�-�-�,�t;_ _4� �, , __ . �, , , """',­ q,� '' ,_��. �� �, - ,�, ���: - �� ,-_,-, � �,', � �/ � _� ,�- ­­ -��­,__,;��,�;- --- - --'--- - , , � , - � " ....... 1� �;,,, �� .-.-. r� 'Z, X -,,,,,, ,,�--":��,,',���,��-:7�7�'.����.��'-- --- -- ­ -­ -- 2. Construct SB -5 with connecting diversion dikes and other perimeter silt fence and tree rotection. , / � � , ­. 11_111"`­:,�, ,­� " __ - I i. -l'. ­- -,,,'�� �,-�,,�,__ � _�_, ��.-r.,,,.�_�,�',�' � / - W", , ,� , , '' ;_��-,i�- , _ . - - ­_ �­�. .; �"­: , , "W" �,, � � - ;,;, "" , � � -r, : % r., _ ��­ �_; " , " �;, - � , " � ,�, ,� - P - " " _,�;,� _.�:�_ - / , ''t, ;�,,­, � ­,�,,�_o��'�,'I�� _�;, -"-- �­: ��,��. 1""':, �_ � , ", 0 _;��� - , , I - � ­ " , - � , - - I /�­V­ P,V : '' , _11_�: -_ � , I . , , , , 11 � - 11 I'll ­ , � , , "", i? :-, ,��7 �� 1;;�5 �;; -.--. � � _, ", _�__�_ .1 11 . '11�", � I," '��" `!�_'_, �, -- --�,�';',:".:-��5"�L - � , X, � �,�, -,�,�; 1, ­­­ ..­_ - 1�� c �: �4,� � ,,- ,',,,�.�� � �_ , �17�5:�? _�!'_' ,/,�� � I - 3. Construct ST -22, ST -24 and ST -25 with connecting diversio)n dikes. . �'�" '�' , I _1-1 .1 , - ,­�; " , `� , , , '?-7' ,1�11 .1 �1_ � - �,�,`,,, , , 6--, - - - - � " , ��, �-� ,��_ I 1-t-��Z:�'-7-,,�111 �'�__"'� , " , ­;,�,e��_ - � , .." I - � __ , " , _ "�� .,J;Z,t�� � . , -1 , �J _71�il�.,__,_'�_ _�7�: 1� I-, 11 I 1, _� _-11, , _. ��41. , - ,�� , - � - , ,,,,, "' " - - '__ ­ � �',, - __ .. 1. ;:;; / / 1 - - , , _­;�_, t�7"'_, --: :-- , , _ I , i , " , - - " - -- - I , ,_ , .� ", �� r. ,% �.��.',','�' " ' ";"'��'� ' " I .. I 1, - ____1 - . , 1-1 .1� ��, , - , - . ,.. '' , �1� ". 1, . ��,,,�. _ -_ - X:�', 11�1 ,_'11 ". , ,'! , , "'. , I , ­��- 'r��,,,,�' ­`_ �'.­' , , ': ,-:�O�,:�­,-­�,��, -,? , �", ,/ , - ,_ _,��, _ ,��;�,, �,�� / / '­?%,�. ,� ", - � ­�,� I . ,­ , I. , ��-�-_ __ --- — -_ / ,_� El�`, �, I zt;:tn"r,�, , , , ,-� �,��:;;�4- , . , I - - - 0-7.,_ .1 - , "I __ � 11.1 I I " , "I , - _ - �__�� 1_- , , ;� 2 , � ", � , / �,,,,_,-��-,,,,�; �­__­ - , I r" ; -, - r ,�'r, -;�,� , , , ,:,: "; , /� - , , - .:�­ �� � � ":;- - , " �:� "" , , "'?". �,, 'y .- �,��;�, �,4� 4�,_ -!­,,4;-� tt��- -47��, ,1�1 " - -, - _.� , -�'_,-�,;'�,��',�.' :,4­��',_.�,,r�r,-,_��_ ,­ - ­­ __ -, ,'- ,,`,".­� . _ , , ", ";, , � , I " . 4. Install remaining perimeter controls as shown on plans. " �!��i�.'_�4.7: -�- - ��, 7, 1 - .- ­ , _��_ _� , , - - �.�/(-, I ,,`� �,;;,- - , " �­­­_ - ,. I , I I / , I ,� 1-11 � I 1-11 - � _ __ __ - , ;.�� I 1 �:��'7�- " , , �:�� - __ - - 11�_,"_'___�1�177__ - - -_ �:� " I V� I_' �1:1,�n­',­ - I , , I __- �, - ­_ __ , / / �,J, , , - ��,�� � ,� ��,---,;".'��/ � � .7, , ` �<` �,­ - " , L,,;�;�'r -1 - - - __ ­ / , i , �, -l", � __�__ � ,�� ___ - - Y"', ,,,, , , , " : ., _;," *, '��';, 1, � /1", , ��', -_ �, - " . ( " ­ , I ­­- - - , '. � - _�,�,:, - � - , . , - I , , ��-, ,,,� ��, ­ 5. Construct Sanitary Sewer from existing MH 5 to MH 5A to sewer lots 87 and 88. - : , I / , , -, -- I .. ­_ , - :�: � ,,��: 7- , - ""'_ �"`;"> , ,,�,�. I . - 111'�, . ''. - I _­ 1, � __ .11. , 1, "' ... !, 1, -11 . I __ -, - .- _ - __ __ .- ,,- �,�� " - , j��, �� , ,� "I , , " 1� I ly.� , , - /. ��,��:'�,��:- ".:�,�_, -- ­.- _­ -,- , ,,*.,'�_'' � , , � , -.,- - , I f-;,,'("",] i'�,111.1�;.111_ I "��,�r� -,,�F,�, ,,� _ -­ -, - �, � ,", / �� !� ,,, .- - 6. Lots 89 and 90 are to sewer of existing sewer main. _;�,�� - �;;� 11'1111� 11 I., _ - / I t,: -;,I �`,,",' �4-1 ''I , , �11 , .� _ ,,� , , ,'� � ­_ .- ­ - � , � I , " � , , I- I �,� !I , '_ f,9AT -7 _-�_ �/ , 4 I , _ , � , � I - , . 1� , - �cl -, AOMSS 1*1 r7 / / - ,�,� " , "" , _­��, - ;. , i:- " I -,/1, / - I I _­ , , ... ,", , - -:�A,Y,,��,�,� , -:��_� ,, 'i;� �-. � - _� � I - �_ ___ _ - - , . 1.11-1- ,,�� " " �� , , I/ 11 I . I'll, I - ,� � , � . I _­_ I I'll � Z-1 1, :�111V ,�', .;, ,��_ :,. ��, I% � � �- �, _��, , ,,,,, � �,��.�z , :�,`� __ ­- ,-- -­ - ' "" . , � , V I / 41 � , - _ __ - � 1,4�'.:',,' ,,��, > - ` '­�- ,�, - , .� - �-,t�7� , -l" _ " I � :!;!,.; - , V .- _ - � �0_ ... � ��- - ,,, �� , �­ � ,;� -�::;�"_,_ , . , � �Z � __ �­,-� ,­ ,�,��_�, , , - . I _-- `�' " _,,,�'._', , _,_��, I � �__' - ­T,11-�,-e ­ ­_ ­ - I / / " I" �,,, � , - _._ -, I I ,�,-." -_,-, ­-, _'. _� �1 - - I . � ,,,, ,�7 _—;��,7,- , . /'.. i. " I ., , �� /,�� ", ,, - 11 - I , , - -, �' 1 ',[,";,��,'� 111'11,1�1 ,�:., 11 ", " , " / - ­ I`: - __ / I ,,^' ` - ,;, " " ,� � � - 1, ' / I '�,�; - ' " _,� - ,.� �,� - , - � .4, - -: - 7�,-!,-,�!-,�, .�­, ": t7': " I � 1_-� d, 1:q - - "I -�"`, -,,.,- , � 11", - � , ,�Z,-, ,_ , 7. Direct Runoff to SB -5 and ST -24 until upstream area is stabidized. Install temporary 15" culvert at Station 14+75 to maximize the , - , ,,, . - _�t:�,: ; - -,,,�.,�;­�,,: .�� �7�, , ..i�� "I - �11 " I S_ _� ,�', ; - ��. , _�, _: �,;� I ", " I ', I , , ­_ ,_ -- 1 " ,­!�,, , I I " , � �,,�',, �,,� , , - �_',�,:7,� -I-- __ - _­ __ __ -, __ -.- 11 I ,)�!: �:[�� .'��j��,-,; , ; �, ",,: .]:', , � ," � .� , - __ - __ , __11 ," 11, " , � �:�_ ­,� �1: -:', I:,". �,_' , ,,,rl"- I - , - __ ­ _r, ,L�_,._:`�� ,,�,, - �, I %. ,"�.' " ­ 11 ',,� ,-'-- ,,;, " "' , _ I �� , ,,;­ , , ,,e, � , � I ���_��'_. � ,,, � , , "' I ­;'_��, _�_ -, " - I I . ­ ; � - ,_, -, __ ., � I - :­ � � Q �,/"K� ,;�,­� , �,�77��, ��,,,,,��.._ -5. 1 ­ �,�_" �� , - , , ". , , , 1'-,�,'��`��-'��1,77V_ --- -"'-- ­ __ ___ , :1 � I �;;_ � � ��;_� I , , -. , T � - ": ,1� ,­: � , ,"Ili, ��, ,�11 �� 4��,7E,�L,�.;-,��-,':�, � _!, , . , amount of time that upstream lot and road runoff can be direxted to SB , �, :_ ", , , / /I I I ­�'.�"�'�'I�'��',�" ,-, )�,l�l-",I,,':��i,,,I,�',':-,,',,,',-;,�,�"-�,,,�'�'--"-, , ,�� � �, '1'1,� � � , " ., � - , i I ,, , �-' . - - . � ` , `,�� __ ", - __ - _,_ 1�� t- _2, 1 __ ",­_ � ''.7--", - ­ I , I .. I ,,�i;"`,4�, , __ ____ ­_ --- 1, " " �`:�­ ", ,­ - - , -, � !� ­ ___._ ­ ���Xlf: f- "";I � �, �7'­'��, � " - , _ - ,,�,,, -:,-��,�"",�:` ,,._.i':�,,,;,��, 1.1i,­� '' ,� "'! ..""', ,� '' ,11.:: �. " _ � "i ,"I o �11 1�i;� , >1_111 I .,�, __ --- _:77,�� " �;�t-t:"- , �`i - - _', I ,?�S,,�� " , � __­�;111�� 1.1'.1'. '71�%�_ 11, , ­_�,Z � ", " . - -1 I - �":­- !��L_­ � �,, ,,,,_� �, � " I , � , , , - ��� 1, __,� -_ - I - �, ", 7�� '-'. _.�, �� . I I , , _::"��"":,�_ ': ­- - ­ " ---,--, I � , ,7,�� '­�-�',��,,: 1, " �_, Z", "' �:.,.',, , - �;­, -�-> ; " �,,,�,,, ��,, , I 1, ,��', .,�_ �. � - ` , - __ , � ,. - _;�,_ '. - ", __ " / `P,��"';, r --r, , - ,'� ��, , - _�2.,:: � .,. , ,, � ��.:_, J. � ,/ '', , 'S" ,, ,�, - ., , - , __ 11 .- , / ) ,,,,,/,, ),�1�;,i ". , �� - , I I ,,.,, , . /I _�� __ - -1,_,r151_ .--.- - -_ �� 3<,h , � , � ��­ 1 � , ," ,,�,,�,,, � ,'�_ ''.".' 1 ,,� 1, ,�- :,� ""'. I ­. � - I , , ,�, ��` / ` ..... , 771,; - `�� — - �_ , - : 1, IN - �---- , , 11" 1� "", /­�,�.�/­" 11: /1 /,),�i �,, 1:�-J" ".-/�'_ _��' "", - _ I - - 1'i�.� ­_ __ - .- __ _` - 8. Construct Storm Sewer from raingarden facility to Pine Knot road including splitter structure and new outfall only after upstream ;. - , ­:_­.­' " , �,,' , , I I I'll. __;�','�t�,�.,..7 'I--- -..-. ­.- - ­­ - I �"/,',"/ , , '' ''I - - I I I 1�,�_, _; - , , 1, I - : ­ .��' ,,�,­ I'll __ 7-­5��,, " ,­,, I - �14 ,_IZ,��,: �11"� - � �, �, I __ "'�, � ,�� , , 7��, , ��,'�,', - ­­ 11 /",: " ,'� �j%?�, � , , , , , , , , I/ �/ , __'�_��­,­�,'��! , -- - - . ;. ; "I I., . . I Ir - _­­ �1�1_ , ", " - , '' ­_ , ,;­' "��rk� -�,' , , " r 1- _1 1, . -, � --- __ 1, 'V, "I � " Z, , It - "I �, -1, � ; �,�,r � _ " "I I '. _ _ , , :,:�� - -I - �,:� �. Z ,­ 171, �1_1 " ,� I - _ -_ A , . - , " �­­. �: ­- .,- ----- , I . I � 'T � � r ­ ­ I-:,-- , ��", ," �/_Ix I 1� I - ,_�_ ­_ ­..­ _` , �*�,*�'_ , ., :�11'�' � /11, 67 ":',�'/-, 7'� ',t -�� "' "': _,5/� 1-:11. ­' - - �: ,�_,­ "I 9. Make watermain connection in Singleton Lane. 11�:� � '-;-' -�- , , , 'rr '�!_'� -�,,�. - - _ __ __ , � �_,_�) __ �, ,� - ��;��,--­ , : _i_�,_� �'_-,�, ____ - -, ", area is stabilized. Block structure 25 until such time that upstream area is stabilized. -�, , � , - , ­.. , � - -;,x _�.�, � , , , -, �� " �, , ��, ,�,_ !` X , I 11 , , , �1 , " , I '. .e��,;,�",.,;., �< t_. " - ,,, -_ " , , Z�Z;!��2., , ".I __ -.-- _ __ _ / " 'i , , - � " / ,'.�.,�/�r I � ,,, �� '1,f t, I ,/'�­�*�,�,,� ,-. " , ,. r�� ��",��­ff";,,­ , I - , , -­ - , , " , �.." " -�7 __ �111'. , - - ­�- - -2, - 1� /I , " , / , , ::�� ��,`��_�,, " I 7n - " ;4;,-'-_-' . ,�' �� �, " 11 ­ . "?, ­�,,;'.4,_'11 _ __ , ". , / 1: �,�� z,�'7771 _�;, - ,�;;;�,, - - - , � , 47�', " " ,11 � ,,/-, ",*1 f / , ,-,, -� ,.,; � __ — .. � _,:� ,-,,-,'- -, ,,, .—.I-- __ - "'' _­ - 43 1, , ­�� Z'' �/ - -1 _,.,,_,�­_ �";- ___',�, " - �,,, 2. �, �,/ ��/, - � , 'I "J"J' ,,, ,�,;_`Z��T �'_"­ , ,", " �, ,::­�_:', �A�l 1 ;,,­­];_�, , , ,.,-- �L,L: , , , "; 'I,, 1. � _ ,:�: � ,. �� __ _��'�_/� r .­ , , ­,Z�, ., , - ,,,, - - , ", ,'�,,��, `__;: ....... . , � , __._ __ - ­.,��I�o�, I _,� - �—­ ­7,� _ -- -- — - , I � ." _ _ , ;�__:', I I �-,�'�,� _",��; - " � I - - , I , " - - ____ I *,NVyV,-,1,"v i, I 11 ..... - _� , - '' . , , -Z _. / ,,�,% 7� '7r', ='- ", :�� L�, " , " - - , 7 7r, ��'__ , �_ I � , " - - -11 - I I 1 11 : '�,�,:-, -­�­. �­­,�� , - - I ". , , - 1--_; .1111. - ,�� � "" " I, " :, , � ;11�1 1, __� �:�:, >;., , "�,_ ., - 11 �,,,.' - , :,-- . ,.,, . �� Z�, , , , " - , , , " -­ , , -.-- .-, ", - , r. 7 ­� - ,��, ;� " � , !�� �� I 1.11; I I , - - ", '�_:, , 1_'_�_`,_1­ , __ " �/­ - �V:, ` , , - ; . f� , ,:­ - , , , , ", �_ �;i4­ ,,� � , - " ,�� ,____­ __ ­­ I 10. At such time that a building permit is issued for Lot 89 and SB -5 is removed, contractor to construct a road side ditch with the lot _., �, , ­,,­�' ,,, , - / 0 11 , - ­, , ,;,;, , - _ 000 ... ... , /I ­­, � :, - _'....!_ __ ­�v-",, ­,�; ,�o'��'7-,-­ - �11 � , i",:`, ": � ­;,� "., - . I , , . , 1, , 1_1 __ "'. 1�,� " /­ ��, , ,�V,,':­"f: 'I , - - . -, .-.,-. � I I 'I',, � 'I -`,l'-,"'!,��- � �, , - , ;;, , q ,�,��7� . 11 ., ",". � __ 1�:":i",� I - �� , e*��_" ��, � �i , � �:�,`�__ 7-�_ ­ - _� ,;111/11 I., , , , I "11�41 �,-� , �;< � , :, .�- ,,:-�,- - ` � - � X_ X ", , :� , - 11- "I"," � ... - , - "I �1/ � ��, I , , �t�_,i, -��' ,�,,- -� � _��, .'�',"_:� I � � I I I ,"�','. , A , , , , , - � ' , , , - , , . " 1, _____ -1 Nftv - —, � �1, I'� I , -,�, .�� , ��, , �, � - 1: -, , ,, � �: ,,, ; - . . , '-1 � f,- I , I ,' r j, �/ "I 11 ,,, § 1,1� 1. , , , , , - , , - ", ­�� ­: _', �,77, 11��, ­­_ , , �� , ;?, � , ", N�,� " ,-,.,,,,,, " - _ , _;-�' _.- � I ,4.� � _� ,,, �,� - , 'I, , " �� �, __ _ , 4 " , , "'INVAj ,J��, ­:-, ��,, , , - , , ­�," , , "� , ­ , -.0 , 7- N4 , � ­ .��. � -� ; , . 11 A. -I' �,x I I " 1�;� . - im, �, �, �', , " �, �� W ­ ­ . _ '' , ft * ,ft . �, i, 1-71 11 -I I , �;"",�!,4�.,"jZ_,­l _�� � , , , A � �� - ,� I '�!� , 1� I � , -,, "Z - - WIM - 1, / �, ,�'11 , _ _� . ...'��Jr � � �1, , . , ;1, -,�_ ,:��_ " - �: grading to direct the front yards of lots 87-89 to the ditch an(# ultimately to Storm Sewer Structure 25. , , ,, �. I � I �'11'1 1. 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Provide Check Dams in Old Lynchburg Road for the proposed grading operations for sight distance. � " � , ", _'�7_ , . , �_, - -_ " , - _�,, � , - I � 1,�� I >� ::�, �, , _�'A� - - � , ��,- ��. , 11. �11�'. 11 ". I _� z-_ - , 1, �;, r - �A '11, X, -.-- .- . ,11 A�; , �, , , I I , , V 46�,?7-i,_' ,�,,- I I 11 I z .--' ­� \ I ��_ �___ �,�""',7 -�� � .: � ... . ,� - ��---_ - --- __1 " ', ��, ,", ,,, z , �, ­;, ,�� -., ­ �1_ " ­ : " " I -'- -_ / N . � I �, / / 1, � ,, � , " \ - \ , 14 11 11 I - I , I I I ,., , -_. 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INDEX TITLE: Elt SHEET NO: 11 OF 41 DATE: 11 " 11�, ��, I : __ � , , , ­,� �, , , '' __ , I —, , I � ,�, �,,� " ",,�� , . - 11 ,,-�_ '� ,<.,, I � .— I, ­,-, - '_1 " . �v I - I 11 t , �` �' , \ , , --X \ \ 1� ,, k � r _ , I , - , ­ , 1 ,7 _� , •-, LDT _b - -- --- _� I , ��., �� I/ \. I ___� "z:', — , , - " - , . , ', ,, , ,,,,, .";r , , , - r 11_ I .. ___ . I I , N, / - -.-- �zl t � _ .�� -%-N _1 I ^1 , ­ � - ��� ---- < \ � , ��,.,v . . ­ . _v_ -__ - _-1 - Q T-� / � ,,', , , I ", , " �; \ \ \ � NOTES: - 11 �1_ ��6_,7n S , - __ / �, _,i,`�', " \ \ " \ �, 1 , - x 1�1 - I , 11 '_ I i \, "I , , , , ,,�� _�_111 I", 11,7\ UN TAIN ­ 1. :11;�"-�,'�'l.�,,,�,',,:-������,,,,,�-.��,iiZ -,< �,Z,/ : , I " TN., �','_ , ,�, - x I I -�,';' "", I �­ I `-� \ " -zo, 1�� ,:- . A , I ", 11 R"EWE\R %�EM5'�T,,/ / , ­1�111'�il ... MOSBY MO . I I I \ , I I .::i,-., 1,,� ­', , / I t",� � ,.,;, I N*N& � . �i ("'5" �q- I , ;,11. I� " \,.,,,, �,'_ _ / I I "� , , X_ >��'_ x x x x x x \ \ \ 1. ALL 2:1 SLOPES ARE TO BE I I I '' , I'll, 1_� �, .`�,�','>-,:: ",-,,�­" - ", ,� ,A, - I I I � -::,-,: � ION Is ­_ \ �, , '' _1 I !__ .. %� �, ,��,�, ._ ,,�� �\,�- "' x "I I I � " 1. __ - - !,_ -- I 11 / // / " , � �,,r,,_I, \"."�,�,,��.,�.\,��,,�;:\,���,�,� "'JJ ;,. \ \ \ COMMUNITY ASSOCIAT ', \, 11 "I"�!N­,�_',',�, ""'­ , , -'��-,; , , �, .15 111. x _,)C x x PLANTED WITH LOW MAINTENANCE , �-�,— ,,,'��,,�,�.� , p, , , ,�,,,��, , "�� " � ., ,�,,,, ,-, 11 , � , I N, / 1 � � " , . " :,> -, "A ", - - � � - j -- 11 , ; , - �,Il 11 `,". 1 7�:14<1�,,� 1 \ ­, '.." I Q,11�1'1 -�,.;"I � N' \z��,��,�,\�,����,�\.",�i,'��,��"";�;;, , k . I I - " , N, , A _ ,�� II 1, ,� \\ \ I- ,_ , ­­­ - - , Z, ,,,,, �� ';"­�,'� I - -1 ­�, �\"� 'N I 1, \ 113 VEGETATION. ,:" '�, I � I ___11 - ��! " - " - 1, " I " x , , , I , : , z I 1: X , N, �,-\ "\, " - - � ", - -, --" , " - ""I , 1 . .. ... -,7 ,� ". . I - ­11,� , I - "',:�� , - "',�, " , , _ - - , , f�� � [ , ',.. x . 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PROJECT N0:13.003 INDEX TITLE: E12 SHEET NO: 12 OF 41 DATE: 11/07/2014 E Lm u LOT 24 N cc < Z 2 y c Y 71 � V --4 V) co loyf� --- --- z It It A C 4 A OTS' 20 OT 29?_�, to 0) 4 ni a RCP c TOP 531'00' TO LOT 36 ra l'z'• () a. 10YR WSE 53\100'O Al 4 • 6 4/6.3 0' x', NzOP 44 +4 OW, WSEZ"`6 4'91 A 9:� + •9 TOis 614 I yd, 6.62"- SE 64. r 26.34L--�- 10 R//NVSENo.3 02 Xx/1 48SL /Z9uY nryr 41 X r. 3 -�4 0.8 2' O 10YR WSE 641.ui 64 ca LOT ;:,I LU 4 44V LU Xkl�' srr -2 LOT LOT 35 V ---- 44V Z �z t TOP 3c _ _. / ca y 7 4,1 'LOT ;z2/ 4,1 I OYR WSE 08 \ g .2 _ ;: i ' I / A m C 6zq co w INLETS 3, 3A, 4, 5 20 0 20 40 60 (2� 20 0 20 40 60 INLET 9 3� 20 0 20 40 60 INLETS 11., 12 < < 93 13 13 13-- CQ CQ �El 3�) 1 �ElA -Z! 0 SCALE: 1 20' SCALE: 1 20' SCALE: 1 20' uj cli cn. C) c 0 �o rn W Y� \�OYR WSE 483.28 It 629.6 f 1�1 CD\' 4, a.P 850 LU —s s O i , / / O r l tLOT 67 t / / l l , 0 / l :` f t a' I ,, P : 1= LOT 40 000l >y \ i I/ / l 1. ' 1 \ t`':. ;%+ r �' z -J -1APLU --41 CN21 M 37A -c LOT 66 57 C -D -5- 4/4 YR WSE A= 6 9 I'v 553.7 C) 1UYX\l WSE u I D8 1 \ / 1 / J ; /1 I / f. �,' ,` ,, ;.,'. � ".i ' i , t> f%t?,iy + V '54 C) W womm W w 6 3 wwmwm W am== LU'l 41 wft W a -aft W W\ Emom C) 10YR SE 492.40' P4 >> V, /N E 10YR WSE 49.89' Z 10YR WSE 48 .73 850 Plq T TOP 0' E --- Ar r) C) LOT 70 if 5(5 876 E---4 j t? !TOP 484.3(l "J p 57 P4 LOT 69 7 DOM. PROJECT NO:13.0039 00' If INDEX TITLE: 13A 20 0 20 40 60 On WSE 625.22t INLETS 17, 17A, 18, 19 20 0 20 40 60 INLET 25 .. .. .. .. .. .. ........ --- ..................... . ........... ... .......... ........ El .......... .. E131 K3 10 SCALE: 1" 20' 30 0 30 60 90 SCALE: 1 20' SHEET NO: 14 OF 41 ('-5 INLET 32, 33, 34A �EIW SCALE: 1" = 30' DATE: 11/07/14 fl E ' % \ 1 �J ' j_ CIIP C)) J �0 'n C\j < ILOT 9 C E 47,057 A <( C: Q C /Q ..7 1 c PROVIDE MIN, 1 WATER SERVICE TO CLEAN 71 4 O CONSTRUCTIONS VEHICLES BEFORE LEAVING THE SITE. 12 4 1�\LP CD Gp CE �p V 100' STREAM BUFFER It 'WET VOLUME ELEV 0.0, mic F. S �O 8 o. 33028 DRY IOILUME LEV =I506.8 6' V ME 79-L ly DRY VOLUME IONAL ELEV = 463.0' 'DIRECW�SH _j WA TEf TOI SB -2 W RISERBAFFLE @463 -IS \3 > 2 � I C) Lu FLE r Lu < LOT 89 WET VOLU Z1726 _S ELEV .7' TP ► CD oxi C) cn 1=4 z DD— _3 - - ---- 81 ----------- + M I Lu W CONCRETE 0 ISFIR U) Lo U) LO uj 04 M CS2 cq Z 02 Lo cc) CD '40 to +8 _j rn cla U) z 8 C) X 04 87 C:) 00 S F I S6i + OD < Lu 3 S P S cr) _0T 4 100STREAM BUFFER / LOT 4 /bp C:) E-1 b 20 0- 20 40 60 SEDIMENT BASIN DETAIL FOR S13-5 c:> E14 - ------ 04 20 0 20 40 60 SCALE: 1" 20' E --- SEDIMENT BASIN DETAIL FOR S13 -2W Q E14 _A= B&MN C:> SCALE: 1" = 20' NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION E-4 NOTE: I SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 490 490 ... . ...... P4 E-4 485 E --q 485 . . . ................ ___ 515 480 ----- --- ...................... . . ............ . ............... ........... .. ................ . 480 .... ..... ..... . . . . . . ........ .. —515 .............. ... .. .. ......... ... . ..... ...... .......... ............ . . .... . ...... ..... . ... .. .. . ... ...... ............. .. . ........ .. .......... . .......... ........................ ... .. ... . .......... . CMP ..... ..... .... .. . . .. .. . ............ . ............... . ............ . ...... . .. .. .......... ..... . . . ...... . .. . ......... E .. ....... . . .. . ......... ................. . ............. ..... ................ ... . ..... .... . .... ! . ........ ... ........................... ..... .... ..... . ... ..... ......... .... ...... ...................................................... . . . .. ... ..... .. _.N8t­E1­"­­5Q6 0" . ......... ..... ..... . .. .... . 475 510—"-' . .. ... ... .. ..... .. ......................475 ........ ............ ...... .. . ... ....... ... . . .... ... .... ..... ........ . .......... .. .. ...... . ........ . . ....... C) .......... . .. . ... . ............. ........ . ......... .... ......... ........................... .......... . . . .... ------- .. . . . ........ . ................................ 510 -1 ..... .. ... . . .......... . ...... . . ........ . ... .......... _GRA ............ .... .. .... .. ........... Efew— 506.8 . ......... . . . . .......... ............. . ............ . ... .... ........... . ume . . . .. ..... . ........ 505 ... ... ... .......... * ....... ... .. . ...... ...... . . . . ...... ......... . ......... . . ................ ....... ..... Cy -Spillway. Device mergen 470 E-1 ui ............ . ......... .. . . .... .. ....... .. . ......................... ............. .. ... ... 470 .. ............. ........ .. .... ... . . ....... 505 M E-4 . ........... . . . 46310' ....... . . ....... . . ....... .. . .. ... .. Crest E[ev, ........ ...... . .. .... .. . ....... ............... ................. . ............. .. C) ...................... ... ....... . ...... .... .... .... ........... . .......... .... . ... ...... 04 ........ . ... ........ .. . .. .......... ..... ........... .. .. ...... .. . ............. .. . . . ............... ... .. . . ...... . ........... . . . . ............ ------ . .. ...... ----------- -- .. ...................... . .......................... . . GRAD6­-­­ . ... ... Volume-El-ey, 50O.-Ol ..... ... ........ ...... ..... .. ......... ............... . .83%, ... ..... ... ..... . . . ....... . .... ............. 465 Dew- -466.00'- .... .... ....... : - 500 .. .......... .... . _3E ...... ..... .. ... .. ........ . w ......... . ............ . ........... ........... iggrg 500 465 w . . ....... ........... . ............ . ......... -apanout ­ ........ . .... . . . ....... . .... . . ...... .. . .. ............ ........... ............ . . .......... ........ ... . .. . .. ....... . ... .......... .. . ..... ..... Volume-Ele 4163.f- .. ..... . .. . ..... . ... 4 9.8_0, -481"V ---F, ... . ... .... . .... ... ... . ..... -PROPOSED -.7.7.77, -------------- RC .. . ........ . ........................... . ­­­ .... .... .. ......... . ..... ..... . .......... . . ..... .. ...... . ..Stan . . . .... .... ... '49-6.01 ... . ... . ... .. . .. ... - .......... . .......... .... .... .. ...... ..... .. . .... . ....... ...... .,Wet, V I' " -'El' 7p . p �me ev 495 ......... .. Standpjpe.__ . . . . .. .. . .. ......... ........ . ... ..... ... . . . ..... . 460 Gleanotit Volunie El- ... ........... ..... .......... . .. . ... . .... ....................... ... ..... .................... .. .. . ........... . . .. ....... . . . ............... ...... .......... .. ....... .... .... . ............. ........... .... ........ —1 .. ......... . 4QV� — ----- -­ ---- -------- 460 7��=7,7 7.:-- 7-" , _11-1 -1-1_1 � I — DOM. PROJECT NO:13.0030 ....................... ..... .. ............ . . ------ 7 . . ...... ............ . . --l#n l_­_l­l­­__ . ... . ................. .. .. .............. . ...... . .. ......... . .... ...... ... . ..... . ...... . .... Bottom -El-ev ­�-_4�5 . . .......... . ... ...... . - - --------- b d ..... ...... ....... . .... ..... . . ........... .......... . ....... ......... -Perforated PVC ..... . ..... .. .. rn e X!�i . . . . . .... . ......... . ........ 455 ------- ------ INDEX TITLE: i�� e ... .. . .............. ... Concrete Base . . ........ ........... ... .......... ... ... . ....... . ..... ... . ... _*­_,_,_­­, .... .... .. C t .. ..... .. ...... . . U. X.- . .. .... - ­­.. ...... ... ........ . ... ............... 490 ............ ....... - - ------- . .. .. ........... ........ . . . ..... . ... "005 ''" .. .... ...... .. .. ............... 455 10 00 —490 - x ---------- ----------- 11+00 Perforated -PVC ---- -- ---- --- ­­ - --@--l- - 12+00 - -------- -- crete'... 450'*'--'-'--'---'--""--'-'*"-----,-,---,-,-,--,--,----"--,--",----,,-",,---",-,-"-,",-- --------- .... .. 9 80 10+00 450S'E�11+00 SCALE:. V.I E14 _ SHEET NO: 15 OF 41 5"ME'T'AlI11�51-5�5IQT10N SCALE: H: "=20' 10, DATE: 11/07/14 10 P DQ �� 10' Top OF�MBgNKMEN % /- t - T If \ \ ~�9,5 1 SEDIMENT BASIN DETAIL FOR SB -4 E15 480 475 470 465 460 455 450 S S F / -7-7-9- If 7-7- 1 i 20 41 60 SCALE:, NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION *Dam design to be provided by geotechnical engineer. ex_.___.._._.___ Device rest -€ie = 465 70'x...-_ jop- o Dame=� \ \ ---1=XIS-TWG _ __.___.___.._._____`__. --------------- �__.__ _ _ ,\ .__.___ _ _ __ _.__._ _.____� _ cnerg.en y p..�a�!__ _ ___.__...____..__._-__..__._ 461.7 -�------- __—_________._... =459, --Embed-6-4 oncr-e e_ ase.______._ __._._ _....._._ ._.._.._._....__.__._ __._ _._ - \\ i ~�9,5 1 SEDIMENT BASIN DETAIL FOR SB -4 E15 480 475 470 465 460 455 450 S S F / -7-7-9- If 7-7- 1 i 20 41 60 SCALE:, NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION *Dam design to be provided by geotechnical engineer. 2 SEDIMENT BASIN 4 SB -4 E15 SCALE: H: 1"=20' V: 1"=10' If 480 475 470 465 460 455 450 30 _ pE ` // / / ' "NN 1 h / _._. _. .._. _.._ - i / / c W 1 L i_..._ .__ _ _ _.....__ . i p 5! , - 30 4 F SCI LE PIE - ° ---- - �/ if ; YERS v i ;'No. 33028 till, j' "'ONAL �1S i Y IS F LLJ U \ \ \ z z W 0_..._..._ w Z \ \ \ \\ \ \ \ \ \ \\ ~ \ ~ ~ \ \ \ \ WET VOLUME tLE = 535.6 \ v.. �OT 47 LLJ to u'3 L D \ \ \ \ \ \ \ \ \ 48 CO�ICRE \ \ \ \ \ \ \ \ S R �. \ \ o 0 0 0 \ \ \ \ \ DRY VOLUME ELEV 537.0' - G03 cn r Z W 30 \ 32 \ \ \ 34.5 _ 1G`R / � LeT 51 o O E -f TP * 20 0 20 40 80 W �..> 3 SEDIMENT BASIN DETAIL FOR SB -3 Dam design to be provided by geotechnical engineer. H E15 SCALE: 1" = 20' W NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION q_ Q 555 555 �' w 550 545 540 535 530 525 4 co a 550 ~ Lii 545 O H W F - w W Lu 540 co 535 DOM. PROJECT NO:13.003c, INDEX TITLE: 530 E15 525 SHEET NO: 16 OF 41 4 SEDIMENT BASIN 3 SB -3 SECTION E15 SCALE: H: 1"=20' V: 1"=10' DATE: 11/07/14 ex_.___.._._.___ Device rest -€ie = 465 70'x...-_ jop- o Dame=� ---1=XIS-TWG _ __.___.___.._._____`__. --------------- �__.__ _ _ ,\ .__.___ _ _ __ _.__._ _.____� _ cnerg.en y p..�a�!__ _ ___.__...____..__._-__..__._ 461.7 -�------- __—_________._... =459, --Embed-6-4 oncr-e e_ ase.______._ __._._ _....._._ ._.._.._._....__.__._ __._ _._ - 2 SEDIMENT BASIN 4 SB -4 E15 SCALE: H: 1"=20' V: 1"=10' If 480 475 470 465 460 455 450 30 _ pE ` // / / ' "NN 1 h / _._. _. .._. _.._ - i / / c W 1 L i_..._ .__ _ _ _.....__ . i p 5! , - 30 4 F SCI LE PIE - ° ---- - �/ if ; YERS v i ;'No. 33028 till, j' "'ONAL �1S i Y IS F LLJ U \ \ \ z z W 0_..._..._ w Z \ \ \ \\ \ \ \ \ \ \\ ~ \ ~ ~ \ \ \ \ WET VOLUME tLE = 535.6 \ v.. �OT 47 LLJ to u'3 L D \ \ \ \ \ \ \ \ \ 48 CO�ICRE \ \ \ \ \ \ \ \ S R �. \ \ o 0 0 0 \ \ \ \ \ DRY VOLUME ELEV 537.0' - G03 cn r Z W 30 \ 32 \ \ \ 34.5 _ 1G`R / � LeT 51 o O E -f TP * 20 0 20 40 80 W �..> 3 SEDIMENT BASIN DETAIL FOR SB -3 Dam design to be provided by geotechnical engineer. H E15 SCALE: 1" = 20' W NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION q_ Q 555 555 �' w 550 545 540 535 530 525 4 co a 550 ~ Lii 545 O H W F - w W Lu 540 co 535 DOM. PROJECT NO:13.003c, INDEX TITLE: 530 E15 525 SHEET NO: 16 OF 41 4 SEDIMENT BASIN 3 SB -3 SECTION E15 SCALE: H: 1"=20' V: 1"=10' DATE: 11/07/14 44,, Q / 1 T I ! i DRY VOLUME ELE /SB- 1 / f /_ o WET VOLUME ELEV = 476.0' 2`2 030 i SEE' NOTTEEA2 BELOW R t I t 48"C O �i 41 it SSE i / p�• 16 r 1 SEDIMENT BASIN DETAIL FOR SB -1 6 E1 _ ... .......... .._................_....._.._...._........... ............._....................._....-- _ __._. NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 49C 485 48C 475 470 468 SEDIMENT BASIN 1 (SB -1) SECTION SCALE: H: I"=20' V: 1"=10' 490 485 480 475 470 468 \ 4111 A m Crest Eley- =- 480as' W T� V w-y`4Y V4;-::: T;op =of_ Dam:: 20 - —EXISTING 0 20 1 1484.00' _..._---.__.___..__. _._.____..._._._-__ ..__....._..._. Erenver= enc S _._ GR,ADE__ •_ _• _ = _ _-_. D_Ynlme__EIQ-.v-..=-.__-48-D-.6-_._--- __-_ ----�-- .___..__-_._. .. ____ .- :711wa 0' D terir -Orifice--3`'-­­476.V w -----Wet-�/ofurrre-Eley----476:.. —0'_.._..__._..__..__._ _ _ ... trio- 47� Off`_-�:__ J_.. _ ____ ... _.-_. _-----.---_._.-- ------ ... Y _--- - - . — _____ eanouLlev = PRfli}OSEfj _ ""_.____- __._ Bott"o ` Eley = 472"A __.____-____. �._...._E d-6" U ... ............. ,........... — G"_0e�raterirr W Perforated PVC SEDIMENT BASIN 1 (SB -1) SECTION SCALE: H: I"=20' V: 1"=10' 490 485 480 475 470 468 \ 4111 A m 20 0 20 40 80 SCALE: 1" = 20' c 0 .c E 0 O � `✓ E U Lu O c d) E M co IT It (0 i .-No. 33028 ,4 0O� ��s)"9NAL ��G1 O W C) 4 O z w Q O E-4 Q Q � N � O � Q H O Ix :Z) w � � W W di = DOM. (PROJECT NO:13.00 INDEX TITLE: E16 SHEET NO: 17 OF 41 DATE: 11/07/14 4111 A m D w Y U W S U O O W q � � A m � w A m v W o 0 z co W o ►n cn ull cit cit 0 14 cn 00 6i EW -1U J co rn A M A rn A cn A O W C) 4 O z w Q O E-4 Q Q � N � O � Q H O Ix :Z) w � � W W di = DOM. (PROJECT NO:13.00 INDEX TITLE: E16 SHEET NO: 17 OF 41 DATE: 11/07/14 DP 80 A'I SF �,\ op QW/D SF 20 0 20 40 60 SEDIMENT BASIN DETAIL FOR SB -6 in I M L93 63 93 U =96- — SCALE: 1" = 20' NOTE: 1. SEE SHEET' E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION *Dam design to be provided by geotechnical engineer. 545 540 535 530 525 520 9-+ SEDIMENT I SB -6 ' �' "S�" ,17 SCALEMP =�20' V.. 1�= 10, 545 540 535 530 525 520 ... . ...... D D -IR 501 -!Du U' IL -0-P- SEDIMENT BASIN DETAIL FOR SB -7 20 0 20 40 80 ..... ... ...... ....... . ... ..... . ............. - ---------------- - ----- *Dam design to be provided by ------ Ir E17 geotechnical) engineer. 13 SCALE: 1 = 20' NOTE: 1. SEE SHEET E2 FOR, GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 525 52( 51! 51( 50 50( 49,r 9 SEDIMENT BASIN 7 (SB -7) SECTION SCALE: H: 1"=20' V: 1"=10' 525 520 515 510 505 500 A Q r, c 0 c E 0 0 ix Yc:No. 33028 �Sj0 N A L 0 0 z 2 co 0 wl ch O cf) ul of c4l 02 % cc CD -CD Cl 0 VLj 0 Z ul M V2 cf) c> co Wj I L4 CQ cr) 0 > E--4 Z z I C) o P4 c)E-1 :2� 1 :�tl O E--4 ~ U) Z �:D P E--4 z C) di -j Lu uj M cl) DOM. PROJECT NO:13.0039 INDEX TITLE: E17 SHEET NO: 18 OF 41 DATE: 11/07/14 --E MERG 'EC -Y-- -NC-Y---- ---------- --------Perfor-at-ed--PVG ------E4ev 5,31--.3 Vo 7 Bottorn--El-ev --- �-522-0 Y!- -Co", :RCP_175 10+00 Concrete 11+00 SEDIMENT I SB -6 ' �' "S�" ,17 SCALEMP =�20' V.. 1�= 10, 545 540 535 530 525 520 ... . ...... D D -IR 501 -!Du U' IL -0-P- SEDIMENT BASIN DETAIL FOR SB -7 20 0 20 40 80 ..... ... ...... ....... . ... ..... . ............. - ---------------- - ----- *Dam design to be provided by ------ Ir E17 geotechnical) engineer. 13 SCALE: 1 = 20' NOTE: 1. SEE SHEET E2 FOR, GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 525 52( 51! 51( 50 50( 49,r 9 SEDIMENT BASIN 7 (SB -7) SECTION SCALE: H: 1"=20' V: 1"=10' 525 520 515 510 505 500 A Q r, c 0 c E 0 0 ix Yc:No. 33028 �Sj0 N A L 0 0 z 2 co 0 wl ch O cf) ul of c4l 02 % cc CD -CD Cl 0 VLj 0 Z ul M V2 cf) c> co Wj I L4 CQ cr) 0 > E--4 Z z I C) o P4 c)E-1 :2� 1 :�tl O E--4 ~ U) Z �:D P E--4 z C) di -j Lu uj M cl) DOM. PROJECT NO:13.0039 INDEX TITLE: E17 SHEET NO: 18 OF 41 DATE: 11/07/14 10% SETTLEMENT _ ____ __'__ ___ __ ,S°AFE T Y FENCE WITHOUT WIRE SUPPORT 0.3' FREE BOARD- __-= = ______ ____ __ _ i ) ,. _ Outlet Diameter Discharge Apron Length Upstream Downstream > - L6 E Ri ra ______ Structure Pie in cfs ft - ;..._....-.-__�;"...-s_ ..::..... 4 x 4 TRENCH P ( ) ( ) ( ) Apron Width (ft) Apron Width (ft) Stone Size N N 1. SET THE STAKES 2 EXCAVATE A a - c UPSLOPE ALONG THE LINE OF CLVT A 36" 17.36 10.00 9.0 13.0 Class Al a to _ i_....._.._..I I I..............._j......: �..........:.....-"�I I ........_.�........... ( I -I .. I..... j� STAKES. CLVT B 18" 1.55 10.00 4.5 11.5 Class Al L- m - e ;, Q® I /- ® /-- CLVT C 36" 2219 ......................1000 .... _.......9.�................... _-_.........._13.0.......__...__...... _C►ass._A.�........ C -MAX m t � ° CLVT D.._..... 36..._...._ ..............17.67... _ 10.00......................................_..9 -_......__.._............................._._.._13.0 __...._... Class Al .0 cn o v�'v TYPICAL VEE -SHAPED DIVERSION SII i �^ ❑®� ®®®� Il� - - ' �� r i SB.. .1 ........................24" 26.70 10.00 6.0 12.0 Class Al ............_............_._....._.....__...._.........._....................._..._..........._.........__.._.,.._...................._......................._.._................._._..__..._._...._...._._..........._...... ................ �� _ lUi� SB -2 24" 26.20 10.00 6.0 12.0 Class Al jiff ❑®❑C3® ?i, _ - _......_._ _ .. _. _.............._ c 1 DIVERSION DETAIL(DD);�,��- SB -3 24" 23.60 10.00 6.0 12.0 Mass Al �----- �� / _ _ _ ., ,____ ................................................................. ..__....... �-' W SB -4 24 23.60 10.00 6.0 12.0 Class Al 0 E18 Not to Scale .- I; � �� - ---r r --r '� -� ��I � � I _._-_._._,,_____ _..___-__._... _. SB -5 „ 24 19.60 10.00 6.0 12.0 Class Al Q SB -6-....._... _._... _ 15 _ .......7.6.0.... 10.00 3.75 11.25...__ ............ ...__.Class...A1........ ,. �,: ............................ __._._... _._..... _ ......_. PROVIDE ADEQUATE : • ., SB -7 Q •...••,:::;':; ".•:.:..> <, .. - �... r � ._ _ _ 15 9.20 10.00 3{75�)_�25_ STRAPPING - ............._ , .... , ,�_ ..:. •:•. •• ... ,,; ::�•; ' ., ' , torm 1 B ss Al k�•` Class i. �. • .. , ,:',..; ♦ .. ,:.. ... . }4• }'•r;'.: i•. 4' lass 's • • \\ � C Al POLYETHYLENE CAP ,...• ••: • • . ;,•-::•i•�'' .•• . • - •• ••- :.. �'•; i'\ 4 Storm 6 . •: t . ,...,., • .• >...: - •..., L� __..... - ._.... _..._,....___._- _..-___ Class 24 12 72 10 00 h 6.0 12.0 120 Al h /J"� •7.. :••..+ :••:•':...�• .. :...:•::`>,..�; ,:_.. •i , i•:, .••:: % . Storm 10A 15_ ._......._................._ ......_...._._._...... ..._... ..... _......................_........_.._.._...................... 11.25 Class Al 1 ...r.. ..y. ,t..«r •T. n •' i / ....................... ... ..... -� - >} .,:.: >.: t•..t:, .,, :. ;:.', .. i �.•, / \� Storm 16 O --a..._........._.-.....- ''. ,:. ,. , \ ` .......................... - _ Class Al ... 1 00 3 75 2 619 1000 60 120 « "' " • Storm 23 15 9.44 10.00 3.75 11.25 Class Al '4 P e -� 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT _..-.-_--__..._...__....______ ._..._._._ - __-..._...................... ............... ..............._....._.._.....-...._........ _._...............__..._....... _..._..--._..._... -- _..._.._- T - THE EXCAVATED SOIL. Storm 24 15" 9.44 10.00 3.75 11.25 Class Al TO STAKES AND EXTEND _.__...__..__.___.._...__.,._._.................. _.,. IT INTO THE TRENCH. Storm 26 12 3.77 10.00 3.0 10.0 Class Al ' PERFORATED POLYETHYLENE* DEPTH Storm 30A 24" 10.86 10.00 6.0 12.0 Class Al f DRAINAGE TUBING VARIES AS TSD 24" 9.56 10.00 6A12.0 Class Al wp,L F y 3 TSD 24" 8.57 10.00 6.0 � l REQUIRED 12.0 Class Al TACK WELD i FOR DRY STORAGE PERSPECTIVE VIEW A MICRS „ c. No. 33028 "FERN CO- STYLE COUPLING TA STORAGE ,~;,� K . >,r{?F.•. p l� i• ,,: a �i'� : DEWATERING ORIFICE, C< - "•'•''.` 4�,�w"'•�rt'�?yc�h''•r:`".wr,:•' �K^tp`�x^,r,^..":. ' .; •r� ?-�`'. •r�': •a:•syir•'"': .^';•"'n�.'"�': �><rS'v`x +��' . •, 'T',� ` t., �- F� � ���i � - � ; I ]PIPE OUTLET T O ONALSCHEDULE 40 STEEL STUB WELL-DEFINEDMP RISER 1 -FOOT MINIMUM da CHANNEL rte, 2 DEWATERING SYSTEM DETAIL FOR SEDIME �= 1 SHEET FLOW INSTALLATION NT PLAN VIEW A BASINS _%1*.�"•' ;tt» -;., �•� (PERSPECTIVE VIEW) 1 J8O S t• ,r t•�r.�: ��., �1•Jn •t,i '.•'r•, J,:y, •';�h��••��4,:'••••'•4i •,� f .,:•••+.:>:\• Y. i :°n ..� s ..: t•'^. ,... . it, a'.,i.i i `I ,�. ' itP r'�( 3 . i,� ,,;x: h. �,i a:."�: ...t.•,' `r a..i.,:yh r7••,:'i >{t'i�". a. •r•��`. .f•s r*• /'fi! ^ J.,qJ A ' I MAX L = 12' 0 Y rr 1. 1.. •ti :': o- .t.. d•• t .....::r: �':.•s ,it� 1.r , a,�s . �3:«L .. ri • .« f.•t :.1...:.y. i� - .. a >'>.y'••; «,...,;.•' a'ti 0 - - _ k, oB ..�....... , . � t Ilii ;_ � , ' IIII t.,t � - 70' Min0% lijl Tial _ Stone 3" SM -2A AsphaltI1ht I"aE d = 12" Construction ,:; FABFtIC Access Existing '"' .........__2% Slope_....-�.--.f-_2% SloLe_,....._. - - - - - - % POE IuJ SECTION A A -- ----• -� L .Pavement F 'll V LINE Posy CLOTH FILTER W w m METAL POINT A SHOULD BE HIGHER THAN POINT B. KEY IN 6"-9", A \' 6' MAX. MnE wins) �U! I�l�� cxsou+o w+E C0N1EH"0N'� d _ 6„ RECOMMENDED FOR a FoonHcCONCREIDRAINAGEWAY INSTALLATION o T'� 'J' MIN. �►�a�i oR �,.,./;:�,�,n-;�„�::�.:• ;,,��,J �, �,f��,,�,,i�/,,>;;:;�';>a�� 50 - Existing ENTIRE PERIMETER 6" 21A Aggregate Base Filter Cloth PERSPECTIVE VIEW PERSPECTIVE VIEW (FRONT ELEVATION) (Median Stone Size) c '� SILT FENCE DETAIL (SF) OUTLET STRUCTURE: ST -3 Grade SECTION B -B PLASTIC FENCE METAL FENCE } Existing E18 Not To Scale A '` A o B A Pavement B SOURCE: CONWED PLASTICS PLATE. 3.1-1 0 z VDOT ROA AND BRIDGE STANDARDS C/) w x 2% Slope `: 2'* Min VA. DSWC cv o I /' 5 SAFTEY FENCE SAF \� o 0 0 Stone Positive Drainage *Must extend fullPIPE O Construction A I To Sediment width of ingress E18 NoFT-o-_ Scale OUTLET Access Trapping Device and egress operation Silt Fence TO FLAT PLAN VIEW ENDWALL PLAN VIEW WIEA TH H NO w DEFINED Z z Cn 02� 6 Cn 02 C13 O p N 12 Min Positive Drainage CHANNEL To Sediment ..........,2% Slope Trapping Device _ - ----i- TOE OF FILL CULVERT O% 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. �IIHIII d-12 U U Com) Filter TRENCH UPSLOPE ALONG THE LINE Cloth - - OF POSTS. SECTION A -A0 FILTER CLOTH LKEY IN 6"-9"; NOTE: A minimum water to of 1" diameter must be installed � `` SECTION A -A RECOMMENDED FOR „ p ..--- -� / ENTIRE PERIMETER w with a minimum 1 ballcock shutoff valve supplying a wash hose 1 t �-�� �- i J `/ Z r -r C\T Ch LL_ o�5 with a diameter of 1.5" for adequate constant pressure. Wash i / S I ° ° OUTLET STRUCTURES: ST -6, CULVERT C, SB -1, SB -2 & SB -3 water must be carried away from the paved construction _ ( l I / entrance to an approved settling area to remove sediment. All �-�- `" ( / sediment shall be prevented from entering storm drains, ditches, IIII OUTLET PROTECTION TABLE or watercourses. ° TOE OF FILL E _ ° ____..._.._.......-................. .... ........._..,......_._...... _............ _......... _._-. 3(CE) = r � �_ ° ° 18 Not To Scale_...._..._......................................�.,.............__._ � � H Paved Construction Entrance�- / - SILT FENCE w *DISTANCE IS 6 MINIMUM IF Q E18 Not to Scale FLOW - (IIIII -) III _ II i FLOW IS TOWARD EMBANKMENT' FLOW lr 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE �-►� t� FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 18" MIN. * Q F� 6" Stone Combination GRAVEL (12"MIN. DEPTH) w W C7 FILTER CLOTH 3 F ---I TEU (OPTIONAL) WTHOSEDIFF MENT E --i tSif + F t (DOWNSTREAM VIEW) E-; W VDOT1 � IIIII COARSE AGGREGATE � - - IIII COARSE , _- � Q FLOW 2.5 = _ - d o_ w FLOW y. 2•,7 3, r �- �- FLOW SEDIMENT WIRE MESH =I III FILTERED T w QQ *VDOT #3, #357, #5, #56 OR X57 CLASS I WATER v ;EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. COARSE AGGREGATE TO REPLACE RIPRAP CLASS I RIPRAP SILT FENCE IN "HORSESHOE" WHEN SPECIFIC APPLICATION O FILTER FABRIC HIGH VELOCITY OF FLOW E-4 �� IS EXPECTED. � E- L= THE DISTANCE SUCH THAT POINTS _ THIS METHOD OF INLET PROTECTION IS APPLICABLE W (Z, A AND B ARE OF EQUAL ELEVATIONI IIJ I II - WIRE III BUT NOT WHERE PONDING WHERE HEAVY TAROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE " A� L B TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. DOM. PROJECT NO:13.003 6 SUPER SILT FENCE DETAIL (SSFL 8 CULVERT INLET PROTECTION CIP * GRAVEL SHALL B " INDEX TITLE: - E VDOT #3, #357 OR #5 COARSE E18 NOT TO SCALE �NOT SCALE AGGREGATE. El U GRAVEL AND WIRE MESH r_4__ROCK CHECK DAM(CD)_10 DROP INLET PROTECTION IP SHEET NO: 19 OF 41 E18 NOT TO SCALE E18 NOT TO SCALE DATE: 11/07/2014 Provide energy dissipators (SCC -ED) as required to reduce velocity and prevent scour, at end of diversions. 1 Z ORIGINAL -L Compacted Soil GROUND EL = C AREA=2085 sf 1.0' ELEVATION 18 ....:.:........:........... '..Filter Fabric " H MIN :.•.•.•.• - Clean Water Flow DRY VOLUME D2 RIGINAL EL= B AREA=1412 sf GROUND - - - ELEVATION DRIP LINE WET VOLUME D1 FILTER CLOTH (--- 4.5' MIN -----� .�. CLASS EL = A EXCAVATED) **COARSE RIPRAPI 1 CLEAN WATER DIVERSION D show FENCE CROSS SECTION OF OUTLET AGGREGATE E 1 9 NOT TO SCALE *SUBJECT TO APPROVAL OF E&S VARIANCE REQUEST *NOTE: SEDIMENT TRAP SHALL NOT BE REMOVED BEFORE COUNTY INSPECTOR HAS DEEMED PRESSURE RELIEFcTABILIZED. _ l 0 HOLES - 1/2 0. A�» TOP STIFFENER (IF 00 I CLASS I RIPRAP ,c REQUIRED) IS 00 A \\ A /,.) O t ANGLE WELDED _'_;_= _____ TO TOP AND WEIR LENGTH i ORIENTED PER- _______ _--=_ _== _===- -==--=- =---'_, DIVERSION i BOARD FENCE _- =--= =:__ L- _-_ :__ _ _______ _- -- DIKE O PENDICULAR TO Y _ = = _ = -_ ` CORD FENCE - -- -- =-------=- -=--- -:-__ _> 1 CORRUGATED 8" METAL OR 1 � O / STEEL PLATE. PRESSURE PLASTIC FENCE RELIEF HOLES MAY BE CORRECT METHODS OF TREE FENCING PLAN VIEW OMIITTED, IF ENDS OF L p I \� CORRUGATIONS AREE LEFT FULLY / �:::-_ `-,-: - -_---� j WELDED ��\, OPEEN WHEN THE I I I TACKWELD ---� .....:. ...... : ..........:..:•-.:�� IS ALL AROUND f i/ AOTIFACHED. , /I / I **COARSE / CYfLINDER IS GAGE AGGREGATE \ / TEMPORARY SEDIMENT TRAP CALCULATIONS No. A B C H (ft.) Z (ft.) WEIR LENGTH (ft.) DRAINAGE AREA (Acres) WET VOL. (REQ.) (CY) D1 (ft.) WET VOL. (PROV.) (CY) DRY VOL. (REQ.) (CY) D2 (ft.) DRY VOL. (PROV.) (CY) 1 510 514 517 4.0 3.0 12.0 1.98 133 4.0 133 133 3.0 182 2 532 536 539 4.0 3.0 16.0 2.68 180 4.0 189 180 3.0 217 3 554 557.5 560 4.0 3.0 15.0 2.47 166 3.5 187 166 2.5 184 4 550 552 554 3.0 3.0 6.0 0.50 34 2.0 34 34 2.0 51 5 601 605 608 4.0 3.0 17.0 2.79 187 4.0 194 187 3.0 218 5A 604 608 611 4.0 3.0 10.0 1.57 106 4.0 107 106 3.0 125 6 610 614 616 4.0 8.0 15.0 2.47 166 4.0 168 166 2.0 171 7 522 526 529 4.0 3.0 18.0 2.98 200 4.0 206 200 3.0 229 8 625 629 631 3.0 3.0 18.0 2.98 200 4.0 247 200 2.0 205 9 582 586 589 3.0 4.0 12.0 1.87 126 4.0 126 126 3.0 179 10 592 596 589 3.0 4.0 6.0 1.02 69 4.0 69 69 2.0 82 13 512 516 518 3.0 3.0 7.0 1.03 69 4.0 77 69 2.0 70 20 484 488 491 4.0 3.0 9.0 1.36 92 4.0 98 92 3.0 124 21 465 469 472 4.0 3.0 7.0 1.11 75 4.0 78 75 3.0 114 22 442.5 446 448 3.0 3.0 6.0 0.54 37 3.5 38 37 2.0 46 24 441.5 445.5 448 4.0 3.0 12.0 1.88 126 4.0 139 126 2.5 150 25 430 432.5 434 3.0 3.0 8.0 1.24 83 2.5 84 83 1.5 88 26 518 522 524 3.0 4.0 6.0 0.91 61 4.0 64 61 2.0 66 ......LIJ ...- - _� ��� CORRUGATED FILTER CLOTH 0 �: METAL PIPE OR / g MIN;\�` �' %FAEBRICATED FROM \ \ O W 1/8" STEEL PLATE. EXCAVATED SUPPORT BAR SIZE AREA (#6 REBAR MIN.) -..... - -- i• �.�_ _ /'' \�_,:. _: i� OUTLET (PERSPECTIVE VIEW) #6 x 12 � :.:.::::.:::.:: .. ......::. , \��.-..--_-._--� NOTES: / J W SPACER BAR \. w (TYPICAL) " w::: " :�~ - ' I� "COARSE AGGREGATE SHALL BE f� A 1. THE CYLINDER MUST �/ I VDOT #3, #357, OR #5. BE FIRMLY � o RISER DIAMETER FASTENED TO THE TOP OF THE RISER. 00 CORRECT TRUNK ARMORING TEMPORARY SEDIMENT TRAP DETAIL 2. SUPPORT BARS ARE 0000 SECTION A -A ISOMETRIC WELDED TO THE TOP OF E19NOT TO SCALE m THE RISER OR ATTACHED TRIANGULAR BOARD FENCE o w BY STRAPS BOLTED TO Z Note: Refer to sediment basin calculations for sizing requirements. TOP OF RISER. Uj z � 4 TREE PROTECTION FENCING DETAIL M 02 E19 NOT TO SCALE 0 O 2 ANTI -VORTEX DEVICE FOR SEDIMENT BASINS 6 o o WIRE SUPPORTED E192 � _----._...._...._........__._......... ............._...__.._....------ ---------- ._._...._................._._.........._........................_..._...._....... _......_........................._._..__.._...--- SILT FENCE NOT TO SCALE #3, #357, or CLASS II ui #5 STONE RIP RAP v CAPACITY OF PIPE CULVERTS Z v' w In TOGETHER = FLOW FLOW VDOT #1 COARSE AGGREGATE 6' DEEP c�, � � � o> 1 /2 DIAMETER C.> In OF PIPE OR 12" EARTH FILL COVERED o 0 o W w WHICHEVER IS BY (LARGE ANGULAR ' A GREATER ROCK STONE E...I.R..._..__..D__..E..._.T_._.A...I..LWEIR DETAIL ..... _...._........ _... ................ ..... ............_....._.._...._... L' �' Note Modified 1 ... ., _ To Be PlacedAt Low Point Trap _ -III=T=III-III= w -III-i I I_i 11=LI l-.L=LI i=1 11=I ____ _-_ n _.._ 1. I ll=III-1T_I=1I1=J.1-- 1=I_L, ;�--1I1- -` J -- =1I-_ ...::. ......... -1 I I -I I �I I( -III -III -III _ _._..___._ _ Cq I A .... _......- _ -1 I I=111=11 I=11 I-, ' ;>::::::: > : ;::: >:::>:::;::.::::::.::..::.:...:...::;.::: _ - - I 8 OD -D . FI _- I I_TI-I I I_I i 1=1 11=1 I II; ......... D���T :•:::::::::::::::::::::::::::...................................Da. - - - -III_ FILTER C _.__.__...._........_...._................ :::::..°.:':`.:'.'.`..:::::.::'::''::::::.::•.::�.:�:::�.�:.:•::•.:::�. (=�L- .LLI III LOTH .. °. _ .. wow" p.,..' . :_::•: - - - - E 19 NOT �,TRAP* _lil_lil-�-lir: =11 I II I II I II 11=III=1 11=1 I( �I 11=1 :I 11=) I I -I 11=1 I I __ TO SCALE *SUBJECT To AP PROVAL OF E&S VARIANCE REQUEST - =11=1I1 1II-III-III-III11 11I1 1I1=1II- - -I I 1 1 III -III -III- .1_z m z,4' r on ♦ roes � r.a r.u• ! T('�1 i V 1 NOTE: SLOPE DRAIN TO BE SECURELY STAKED F-�--1 C) TO THE EXISTING SLOPE AT THE GROMMETSN VDOT #1 ELEVATION COARSE AGGREGATE 1S" MIN• PROVIDED. EARTHEN DIKE PROVIDE INLET SUMP CREATED (:L., (COMPACTED) PROTECTION I O CORRUGATED METAL TO ANCHOR TSD NgTI=:: 1.STEEL CASING TOEXT1tiN{DAMINIMUM S• BEYOND Tt•IEE�eDFTHE TtWPFSTtt�At+tBANK. EXTENSION COLLAR TO AVOID SLIDING Y. � ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN (.IEU OF CQNCRETE.FII,L. � � ' -S.,MIDDY,ESPACER SHALL BEPLACED ATTHE CENTERPOINTOFPIPE, .. WATERPROOFA SEWER SEAL ......................................................................... TYPICAL STEEL •:;;•:::;•:;c;�::;�.;::c:;;•::::•:•:;•::;•:•;::;:•::•:::•::;•:::::::•::::;::::•:::•::::::•::: C._.........._SLEEVE INSTALLATION .. .. . UNDER STREAMS E)ETAli. -� t--1 V-._,.__.........__-. DOT #1 COARSE LARGE ANGULAR II� � _ '1 ,� w O AGGREGATE - _ EARTH ROCK OFILR PROVIDE OUTLET A I PROTECTION �- - STANDARD FLARED END SECTION ^ 0 g' MINIMUM : .. E-+ W 5 STREAM BURROW DETAIL TYPICAL GRAVEL STRUCTURE SECTION VIEW w E19 NOT TO SCALE Q Q COMPACTED SOIL NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING O �j11-4 WILL CREATE PROBLEMS MINIMU Compacted Soil MINIMU 18" MIN. E-4 L�j TOP 1 OF BANK I- •::•::•::�:•:::;::•::•:::::::•:::::::::::;:•::�:�:::::•:::�::•::•:•:::;:::•::;:.:•; ;;:•;::• TOP OF BANK ......................... . EARTHEN DIKE ::•::: :•::::•:::::::•::::::•:...::....•:::::•::::::: 11 (COMPACTED) Flow - 3: 1 w -- W w _ -- - Q,' I I I I II II ( I II II I II - I - _ I II 777 III DIVERSION AND/ DIVERSION AND MINIMUM 36" OR SWALE OR SWALE / {-r--- 4. 5' MIN '�� 6 24" DOM. PROJECT N0:13.003 PLAN VIEW I INDEX TITLE: 6 TEMPORARY DIVERSION DIKEDD TYPICAL EARTHEN STRUCTURE NOT TO SCALE =IIIIII�IIIIIIIIIIIIIIII IIIIII= E19 SECTION A - A E19 3 9 TE_ MPORARY RIGHT OF WAY DIVERSION(RWDEMPORARY CULVERT CROSSING USCSHEET NO: 20 OF 4 E19 NOT TO SCALE _.--.--_...................-_._.__.__._. _ 0 TEMPORARY SLOPE DRAIN TSD 1 E19 HORIZ r _= 30', VERT I" - 10' E 1 9 NOT ...TO.... SCALE ............................ . DATE: 11/07/14 EjE e s O) _ V n (MN .�" oQ�o2 C W =>of� S D S .0 C C •� N R � t E c O W � y a ao°�o p s• e F G j �O O MIC F. MYERS No. 33028 !') w� �SIQNAL A � m 0 Y V ......LIJ ...- - _� ��� CORRUGATED FILTER CLOTH 0 �: METAL PIPE OR / g MIN;\�` �' %FAEBRICATED FROM \ \ O W 1/8" STEEL PLATE. EXCAVATED SUPPORT BAR SIZE AREA (#6 REBAR MIN.) -..... - -- i• �.�_ _ /'' \�_,:. _: i� OUTLET (PERSPECTIVE VIEW) #6 x 12 � :.:.::::.:::.:: .. ......::. , \��.-..--_-._--� NOTES: / J W SPACER BAR \. w (TYPICAL) " w::: " :�~ - ' I� "COARSE AGGREGATE SHALL BE f� A 1. THE CYLINDER MUST �/ I VDOT #3, #357, OR #5. BE FIRMLY � o RISER DIAMETER FASTENED TO THE TOP OF THE RISER. 00 CORRECT TRUNK ARMORING TEMPORARY SEDIMENT TRAP DETAIL 2. SUPPORT BARS ARE 0000 SECTION A -A ISOMETRIC WELDED TO THE TOP OF E19NOT TO SCALE m THE RISER OR ATTACHED TRIANGULAR BOARD FENCE o w BY STRAPS BOLTED TO Z Note: Refer to sediment basin calculations for sizing requirements. TOP OF RISER. Uj z � 4 TREE PROTECTION FENCING DETAIL M 02 E19 NOT TO SCALE 0 O 2 ANTI -VORTEX DEVICE FOR SEDIMENT BASINS 6 o o WIRE SUPPORTED E192 � _----._...._...._........__._......... ............._...__.._....------ ---------- ._._...._................._._.........._........................_..._...._....... _......_........................._._..__.._...--- SILT FENCE NOT TO SCALE #3, #357, or CLASS II ui #5 STONE RIP RAP v CAPACITY OF PIPE CULVERTS Z v' w In TOGETHER = FLOW FLOW VDOT #1 COARSE AGGREGATE 6' DEEP c�, � � � o> 1 /2 DIAMETER C.> In OF PIPE OR 12" EARTH FILL COVERED o 0 o W w WHICHEVER IS BY (LARGE ANGULAR ' A GREATER ROCK STONE E...I.R..._..__..D__..E..._.T_._.A...I..LWEIR DETAIL ..... _...._........ _... ................ ..... ............_....._.._...._... L' �' Note Modified 1 ... ., _ To Be PlacedAt Low Point Trap _ -III=T=III-III= w -III-i I I_i 11=LI l-.L=LI i=1 11=I ____ _-_ n _.._ 1. I ll=III-1T_I=1I1=J.1-- 1=I_L, ;�--1I1- -` J -- =1I-_ ...::. ......... -1 I I -I I �I I( -III -III -III _ _._..___._ _ Cq I A .... _......- _ -1 I I=111=11 I=11 I-, ' ;>::::::: > : ;::: >:::>:::;::.::::::.::..::.:...:...::;.::: _ - - I 8 OD -D . FI _- I I_TI-I I I_I i 1=1 11=1 I II; ......... D���T :•:::::::::::::::::::::::::::...................................Da. - - - -III_ FILTER C _.__.__...._........_...._................ :::::..°.:':`.:'.'.`..:::::.::'::''::::::.::•.::�.:�:::�.�:.:•::•.:::�. (=�L- .LLI III LOTH .. °. _ .. wow" p.,..' . :_::•: - - - - E 19 NOT �,TRAP* _lil_lil-�-lir: =11 I II I II I II 11=III=1 11=1 I( �I 11=1 :I 11=) I I -I 11=1 I I __ TO SCALE *SUBJECT To AP PROVAL OF E&S VARIANCE REQUEST - =11=1I1 1II-III-III-III11 11I1 1I1=1II- - -I I 1 1 III -III -III- .1_z m z,4' r on ♦ roes � r.a r.u• ! T('�1 i V 1 NOTE: SLOPE DRAIN TO BE SECURELY STAKED F-�--1 C) TO THE EXISTING SLOPE AT THE GROMMETSN VDOT #1 ELEVATION COARSE AGGREGATE 1S" MIN• PROVIDED. EARTHEN DIKE PROVIDE INLET SUMP CREATED (:L., (COMPACTED) PROTECTION I O CORRUGATED METAL TO ANCHOR TSD NgTI=:: 1.STEEL CASING TOEXT1tiN{DAMINIMUM S• BEYOND Tt•IEE�eDFTHE TtWPFSTtt�At+tBANK. EXTENSION COLLAR TO AVOID SLIDING Y. � ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN (.IEU OF CQNCRETE.FII,L. � � ' -S.,MIDDY,ESPACER SHALL BEPLACED ATTHE CENTERPOINTOFPIPE, .. WATERPROOFA SEWER SEAL ......................................................................... TYPICAL STEEL •:;;•:::;•:;c;�::;�.;::c:;;•::::•:•:;•::;•:•;::;:•::•:::•::;•:::::::•::::;::::•:::•::::::•::: C._.........._SLEEVE INSTALLATION .. .. . UNDER STREAMS E)ETAli. -� t--1 V-._,.__.........__-. DOT #1 COARSE LARGE ANGULAR II� � _ '1 ,� w O AGGREGATE - _ EARTH ROCK OFILR PROVIDE OUTLET A I PROTECTION �- - STANDARD FLARED END SECTION ^ 0 g' MINIMUM : .. E-+ W 5 STREAM BURROW DETAIL TYPICAL GRAVEL STRUCTURE SECTION VIEW w E19 NOT TO SCALE Q Q COMPACTED SOIL NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING O �j11-4 WILL CREATE PROBLEMS MINIMU Compacted Soil MINIMU 18" MIN. E-4 L�j TOP 1 OF BANK I- •::•::•::�:•:::;::•::•:::::::•:::::::::::;:•::�:�:::::•:::�::•::•:•:::;:::•::;:.:•; ;;:•;::• TOP OF BANK ......................... . EARTHEN DIKE ::•::: :•::::•:::::::•::::::•:...::....•:::::•::::::: 11 (COMPACTED) Flow - 3: 1 w -- W w _ -- - Q,' I I I I II II ( I II II I II - I - _ I II 777 III DIVERSION AND/ DIVERSION AND MINIMUM 36" OR SWALE OR SWALE / {-r--- 4. 5' MIN '�� 6 24" DOM. PROJECT N0:13.003 PLAN VIEW I INDEX TITLE: 6 TEMPORARY DIVERSION DIKEDD TYPICAL EARTHEN STRUCTURE NOT TO SCALE =IIIIII�IIIIIIIIIIIIIIII IIIIII= E19 SECTION A - A E19 3 9 TE_ MPORARY RIGHT OF WAY DIVERSION(RWDEMPORARY CULVERT CROSSING USCSHEET NO: 20 OF 4 E19 NOT TO SCALE _.--.--_...................-_._.__.__._. _ 0 TEMPORARY SLOPE DRAIN TSD 1 E19 HORIZ r _= 30', VERT I" - 10' E 1 9 NOT ...TO.... SCALE ............................ . DATE: 11/07/14 I U1" KatAivy i I (;R,6EN v N DB COAfPA 411 E ERGRE TH PC 269 R 6 RA LAND VACANT NY USE: t 3033 P 9 R4 ------ NOTE: SEDIMENT BASINS G AND 7 ARE USE: 1XIi 5T-6 DESIGNED TO CATCH THE DRAINAGE AREA TO NT . I 1 1, 1 I ME TOP OF I III: EXISTING INU RIDGE.2.47 Ac X 1 -- 1 ! ! ! i' `1 ? rrl /fr / �J �f�(�f frjJ /'%`/'—'_•-=�_ �':'•� -•'``- - 1r \ j� ,✓I ,� ` i \• \ \ \ , \ \ \ \\ `\ \ \ \ \ \ . \ \ \ \ \7, ' �," _. __._ _ _-- _' / �', jt1 �'j,'(JJJ111'�j/lIj',l.!/l�r i,-= -= �_ � ,�.;: � --=-"�-�- __- ;--- �:_- � __ __ J ) \, � 1 •\ � � r� ,i' /' � '\. \ \\\\'\ \ \ \ \ \ \ ��. ' \.� . � \ _._--� \�°\� a� �. � rA z 5T-5 If Z_• > 2.79 Ar - /A ­7301�� DRAINAGE UL iMA E R 'AREA TO§'b"_'l r T D n- 20' 7ER ." — -'- — __. — % Jr I% t,1f/ ` X11 !r�'?r�!(( J(l!'.I1J1, J// \\\\ `� \`� x✓ 2638 WG 827 ENT 9 PAR ND I/1" III!!( lli(ill"lt 0AIPANY 3385 PC 608 ZONED: RA USE: VA IT/i it I up, I,ji. /h If amm"m z77 X If 44- 62 ... ............ . . V - z _WA RI -5T-5A Azr-- JNE EASEMN T T 1-2 . . . . .......... A 7: N 00, t •5T-9 < 71 "fi.87 Ac ,pA 5T-10 1.02 Ac -___p I A 1.59 Ac; 7 \v, "o t4 0 Nrl --- ---- SQ1 FT A ULTIMATE DRAINAGE tt AREA TO SB -1,\ 11011 Z, 1171' kl—!,I' P, 'let' t'. Wi 7.74 Ac If \Z7 f Fol 5T-7 \x If f/ f 2.98 Ac I SB -7 N 9 *% 50 Ac 1.03 Ac 5T-2 A_ %C It /11 1 i l i ,0 J J \ a J , J \ \- i `p \ � %a1 NO S If rAx\ 00 ANDONFlu w?EI) 10 \�2 N0f'F IS ...... AR � \v \0 84 Ac If it _r _44 1% T \v 194- j-4 NL i 5T-20 N-1- l/// /5T- I 1 98 Ac EX -513 1 .3 G Ac f 12.05 AC Ip -(APPROVAL W1 PHA5E Al If SB lkh: -2 / ,if/if/li/ J l r - - - / / -. /r 12.84 Ac OF .34.06 Ac Den A If .6 4\V� 'ipt 7 S _7 03Z J 0 V, =7 13.07 AcMI -- ----- -946 - Acres A-eie I E&SC DRAINAGE AREAS E21 ­_­ -- -------- __ - !.,_V Merl - 100 0 too 200 300 SCALE: 1" = 100' C- E o-- Cqc\jcm (0in -- u C < co — > E 44 C\j N MIC r F. MYERS C o.33028 8 INDEX TITLE: E21 SHEET NO: 22 OF 41 DATE: 11/07/2014 ilii m z INDEX TITLE: E21 SHEET NO: 22 OF 41 DATE: 11/07/2014 m z m 0 z (D co uj LO 0 COD di co Q Q U fij z CD C) C) Q � H � 6r-4 O E ­i C) E-1 Lli P-4 C) H F FWD TWA DOM. PROJECT NO:13.003 INDEX TITLE: E21 SHEET NO: 22 OF 41 DATE: 11/07/2014 4 . ..... . 37 I Ac NOTE: SEDIMENT [3A5lN5 G AND 7 ARE 5. DESIGNED TO CATCH THE DRAINAGE AREA TO THE TOP Of THE EXISTING RIDGE. I . A "o - --------- ..... ..... _-SQ'�F IT, -z- "Z" ./I�, /,­=550­=ll� 515-3 1 1.59 Ac I/ Wall. I'VV", l 90EPA 7. IN . . ........ 1 PC 13 -7 2.95 Ac U 01- 3PA CE A, 513-7 Wit G.02 Ac 03 Ac 0c, Q.) W, 'llnill J /Wh U, uq OT 5T -2G I � , \ -\ " \, 1\ \ p 0.91 Ac w VN 0k� 154 j 11 1{!i\ \ \ OAD\ A Z" TM 90E PAR 67 RISTINE M. LISLE / 620D P j.JT(, 648 4 �-4 t USE: R '-0'5T-20 19 Ac NTIA Ac L j k, '2 12.05 A1C ............ 0" TM 90E PAR 6 (APPROVAL W1 PHA517, A) -2 5B 1ARD GARi, —1 2.84 Ac M. 11ARRI N .'s ----------- %_ 3113 PC 293 'ONED: t RI RESIDENT Open%t' &\-4 1 . I IAL_ X TM goE F PAR 6 T s. t PR KELLY i AWAY 2951 PC 738 ATH AWAY . . . ........ ....... . 5T-2 I ZONED.- R1 .. ......... L I I Ac —7 CQ. 0 ■C E c 0 LL ME, IC L F.-MYER'S No. 33028 QNAL z ui _j LL cl, Now V Z: TH TH PAR A C) u01141 OUNTAiN & pr -4 5�m - .1 "%-x CO A55 Fz4 I PC 113 A or 9, 71 10 "7res ,1 N Ac + _7 P cei 84 -7 ,'LOT \3B AR U) 7. J70 Acr c 1.097 Vs j C) eS 700, )?A, \' t��L'%' Lot\ E-4 i�O3 _,cres U) Acre 801C) Acres aftft s _ reP .9 5 Ac E-4 rn S 0. Q0,yyo ,06 SIDENTIN, 86 E--1 —-pis -pa A LOTI 87 0.96AAcres \9 I - I / = & katE­4 -;Tes d4 ­ Q6 E-1 it V I C) E ­i it Fl, j, c) ",",wood P1 , I Ill 5T-22 4 I 7 arr 2- E w LU 0. G 3 Ac F71, DOM. PROJECT NO:13.00': -4-S- -2*4,8'59,- k, 0 �z INDEX TITLE: 2 2 SEDIMENT TRAP BASIN DRAINAGE AREAS 100 0 100 200 300 SHEET NO: 23 OF 41 .... . .. . .. ...... ­,___­_ - - - - ------ - --- - ---------­---- SCALE: 1 100' DATE: 11/07/2014 U CD 1- — CO z w z co C, Lo 02 co Cn Ul CW 0 p___4 Q co 0-4 >- z ui _j LL cl, Now V Z: TH TH PAR A C) u01141 OUNTAiN & pr -4 5�m - .1 "%-x CO A55 Fz4 I PC 113 A or 9, 71 10 "7res ,1 N Ac + _7 P cei 84 -7 ,'LOT \3B AR U) 7. J70 Acr c 1.097 Vs j C) eS 700, )?A, \' t��L'%' Lot\ E-4 i�O3 _,cres U) Acre 801C) Acres aftft s _ reP .9 5 Ac E-4 rn S 0. Q0,yyo ,06 SIDENTIN, 86 E--1 —-pis -pa A LOTI 87 0.96AAcres \9 I - I / = & katE­4 -;Tes d4 ­ Q6 E-1 it V I C) E ­i it Fl, j, c) ",",wood P1 , I Ill 5T-22 4 I 7 arr 2- E w LU 0. G 3 Ac F71, DOM. PROJECT NO:13.00': -4-S- -2*4,8'59,- k, 0 �z INDEX TITLE: 2 2 SEDIMENT TRAP BASIN DRAINAGE AREAS 100 0 100 200 300 SHEET NO: 23 OF 41 .... . .. . .. ...... ­,___­_ - - - - ------ - --- - ---------­---- SCALE: 1 100' DATE: 11/07/2014 T 89 PAR ERCREEN LA COMPANY Z 033 PC 969 SE.' VACANT f 8� PAR 73F' COAfPA "'.-Ii —DBPG 269TY pARLAN USE: VACANTcom NY3037RANTkfv I z�N,CULVEKy INZ'.logoi IV— ­ -�\ - __. __-el i I L�, P,N.50,87720' ER UNX Nub t 2638 PG 627 89 PARo LAND1,433853.84ZONED: K4USE VAJEJ/ 04ESNOW -17 -j'\',cULvEpT t3Z 0.52 Ac 'BDO No fm� _,, / ­_ \ 0; o es MIC F. MYERS No. 33028 Lu co CD co in ui cn co to C42 co 03 00 CD DOM. 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INDEX TITLE: I I I SHEET NO: 25 OF 41 DATE: 11/07/2014 >_- I I m im < Z Z " CQ 0 - w = z 9 - q >--i P, U) U) E--4 � 0co w Z, � CQ < CQ V__ Iul) C�l -;<0 CQ ` coC> 04 - p 0 Q-4 , _C:11 1.4 3 1 P4 � = — .4 -<� E= --q rr o CC � i OQ W cz) Fq r2) - �rn E-4 -:4 W ,�- '"" �:D - u M I=) C/D � F-1 f:z) ci i W.d 1_-� = ��, R R R < co � ... f24_.::� W� M S2 m N ca Ra >_ 0 U) 0 p__q w.. = Q = Q = Q 0 u U) i Wp pq �� �� 1 1 1 DOM. PROJECT NO:13.003 .--- = %:4 C1 K..? u Up INDEX TITLE: I I I SHEET NO: 25 OF 41 DATE: 11/07/2014 I I q I di m < Z Z " CQ 0 - w = M �->- C) G,.., - q >--i P, U) U) E--4 � m -e-4 Z, � W 1 �CD 04 p.., Q-4 , _C:11 1.4 3 1 P4 � = P4 CJ ---:� O -<� E= --q rr o U)pq � i OQ cz) Fq r2) - �rn E-4 u W ,�- '"" �:D - u M I=) C/D � F-1 f:z) P;� U) W.d 1_-� = ��, =O :2,,, E ---i E-1 Q-:) a f24_.::� W� �i ��_4 >_ w.. co E ---q F-4 0 u C) i Wp pq �� w uj co I (f) DOM. PROJECT NO:13.003 INDEX TITLE: I I I SHEET NO: 25 OF 41 DATE: 11/07/2014 SPECIFICATION ' REFERENCE . T D D : ENDWAL . ' FOR PIPE CULVERTS 105 12"-3 " CIRCULAR AND. 311x14"-5 1104' ELLIPTICAL PIPES 302: , VIRGIMA DEPARTMENT, OF TRAIISPORTATION X11.01 1 EW -1 DETAIL E25 2 BMP__. .......... .._.._... _..__..._..-_-.__....-._..__.........._....._..__._ DI -1, TOP = 471.0' 18" INV OUT = 466.5' 35' -18" HDPE @ 1.43% 18" INV OUT - 466.0' £NDWALL: FOR CIRCULAR . PIPE' . t\ E DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PIK,CULVERT (SPAN i� RASE) F. MYERS I 12" -1S" 1$" 2Y' OR 24N. 27" QR 30" 33" �OR 351f ,, :Ar-&" 0-15" . 0'41 V't.yiL'E11 : /11,a1iN V�tl.�^ft 11-0t1 01-1111 to .. r3 .1104x.1111 :Vti-111 11-011 .. ;�fr�fi .: Mliir�ll ^ -... T-4" 1'-7" It -1)" 2t-2" 21-6*1 V -''Ir` D'. : .}1.O" p-311 11_gn -2e,�n 2,aQll-1.afln 2r_!1t 2,171' . 21-St' I24-W* 13 11-V2" Or -I" ,. Or. a .. Olt-gn ' 21-9311 21-5" 2`-8":' _. 31"9" '. 41-3" O1rOu �..:. 4•-0,' S1.,pir 6'-0" : 81.8" 1Q1-0" 1+84.0" C''1�/�". C'•l 014". 01..2112" 01-31/4" 0,-,3 b::: 0'-1" . faf� O'-f/f" tii_11i2'r 0`-2'1 '04/2'1�,, � .011_341 10o-2" .. 101-11.11. CUBIC ' YAROS : Ofi CONCRETE . . A CONC. PIPE 0..241 0.442 1 0,697 1.819 2.067 2,.947 axlx PSE 16.257 .42 . .. 0.521 .1 0.739 1.398 2.198 34145 . SPECIFICATION ' REFERENCE . T D D : ENDWAL . ' FOR PIPE CULVERTS 105 12"-3 " CIRCULAR AND. 311x14"-5 1104' ELLIPTICAL PIPES 302: , VIRGIMA DEPARTMENT, OF TRAIISPORTATION X11.01 1 EW -1 DETAIL E25 2 BMP__. .......... .._.._... _..__..._..-_-.__....-._..__.........._....._..__._ DI -1, TOP = 471.0' 18" INV OUT = 466.5' 35' -18" HDPE @ 1.43% 18" INV OUT - 466.0' t ENDWALL FOR ELLIPTICAL PIPE t\ E SIZE OF ELLIPTICAL PIK,CULVERT (SPAN i� RASE) F. MYERS I ..x . .. 23"X14" 30"x18" 34"x22" 38114411 42"X27" 45"x29" . 49"X3211 .53311x34_1, A 1(Y(1,.!�t 11 � 01-1111 C1-10". ;.Oi-1411 ..01-11.1 11-011 11-A41' 11-011 ' . .' [ -FN 11-W '.. 11-1.111 . 1178" ... 11-9i n +ti -IA" V -''Ir` 'rail" 11-811: 11.11" 21-lft 21-4" . 2r_!1t 2,171' . 21-St' I24-W* 0 1`-211: V-7" T-1011 Z.O. 2'-3Yl 21-5" 2`-8":' x-1011 ... O1rOu Ot Iyer 0/�0" Or_$a . Or_OYt . rl1_glY V4'-$11 Ot��"' 0t_tY. U W S 31-1n . 3`-7". 3`9" "41-0" 41-5„ 4'-7" . (.71„121"' O eft. . V-211:. 10o-2" .. 101-11.11. 12141 121-11" A c .2r-att 24,;101r 3'-27 . 31-V' '3 Off 4,a -r1 .42 . .. 0'-212" Ot-31/11( 01-312" 01-40: 0'-41721(. Os- )F4l' 01-15" 1:1-312(1 b. 042" O'-21/2" 0`4% 1 0'*3" 0/-31/2" 0`374#4 0`4" . 0' -'4V2 - CUBIC YARDS OF CONCRETE CONC.PIPE, 4:502. 0.855 1 1.236 ' 1.500 :1,811 1 2.101 2.612 2x801: SPECIFICATION ' REFERENCE . T D D : ENDWAL . 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No. 33028 r) 1��w ssIONAL w m W Y U W S U O A c 5� waa cn A (n � W A 0 w z CD U) w co W A N2 0 0 0 va w J U A A WZO © qAq i w Q Z W J cv co Z � O � O u pwq E -a+ w E-' w � n � Q w E--1 o O w P4 W w W � DOM. PROJECT NO:13.003 INDEX TITLE: E25 SHEET NO: 26 OF 41 DATE: 11/07/14 -S -S -S -S 0 .. .. . . .. ... . ................... Sedimtnl Forebay Vol. 540 cf SWM -4 DETAIL 20 0 20 40 60 391A 19993 3 SCALE: 1" = 20' NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 515 51 5C 5C 49 49 1 ........ ... ................ ..... ........... . . . . .......... .......... .... . .. .................... . . . ........ . ....... .... ....... ..... ... ............. . ..... ...... . ... .. ........... .. . . . ... . ..... ....... . ...... ....... ..... . -------------- - ** - - - ------- ...... . ....... . . GMP.._........ .. 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Too -ol Dam .... . ... . ....... ........ . . .. ....... .......... . .. --- ........... ..... ......... . . ..... ­­­ ... ........ . .......... ... ........... . . ..... ........ . .. . ................ . . ..... . ..... .... .............. .............. . . ... ............... .. .. .. ......... 100 yr El ev _2 07...8.. ........ ... ....... ... . ... ..................... .. .. .. .. ...... ..... .... .............. . . .. ..... .. . .. . ........ .... ........... .. rAn poll . I ur% —1 JUZ?.UU ............. .......... .. .. . ....... .................. ............. - .......... 5 --Elev.- 505..21' .............. . ... ..... .................... .. . .. .... ....... .. .. . . . . .... .. ..... .. ­­ ------- — .... . ... ... . .... .............. Emergency Spillway.............. . --- ........... . ........... EXISTING .... . ........ . ..... . V .......... .... . .. .... .... . .... . .... --------$err 5G2.31 . . . . .............. ... ...... ...... . ................. .. ........ .. .. . ........... ...... ............. ... . . . .. .. ...... ........... . ...... .. . ....... . . ............ ............. ........ --- ... . .... ........... . ! .. .. . . ............... ....... ..... . . ....... . . ...... . . lo........ .. ... .... . ........ ........ ... ... ..... 0 .. . ....... . .... . .... / . . .. ............ . .... .. -Permanen -t Pool---Elev . .... ..... ........ - - - - - - - - .......... ........... . ......... . 50 I ...... . ...... . ... . . ....... ....... ­­ ....... ... _ . . .... -. FQ . ......... .. . ............. . ... ... .. .. . . . ............. ...... ..... . ................. ........ . ..... .... . ... ............ ....... ........ . . .......... ....... . . ... .............. . .�Se�iment Forebay­ ... .. . ............. .. . ........ . . ... .............. . . . ...... .............. .. . ..... . . . ...... . . ...... . ......... ­­ ... .. .. .. . ........... . . .. ..... ..... . .... ............ ... .... ­ ­_ ........... ........ / . ....... . ........ .... ... ...... .... ...... .... _3.17--.0rifiq'e� — .... -........_...._4.$... ­­ .... . .. . . . . ...... ....... -ev.,, " .... . ............... 5 I—.. ......... .. .. .. . . .. ...... .... ......... i . ....... ­­ ...... .. .. . ........ .... ....... .. . . .. ................ . . .......... - ----------- ------- ... Bottom, Efev­ .... . .. . .. .. ... — t .............. . .... __ I ............ 496:00 -E . . ......... .... . ... ........... . .......... .... ....... . . . .. ........... . Stan . ... .. . . . . .. ...... . . ...... . ....... .... .. . ..... . ........ . ............. ...... . .......................................... .. . ....... ..... ............ .... ......... . ... ....... ... . .......... . . ........ .. . .. . . ­ . ............. . .......... .... . ........ . . ............ . ........... . .. .......... --..........GRADE.._................... ..... .''�l-''''''"',".,�".'.�'-..�I ..... . ............... . .......... ....... . .... . . . .Em'be­ ......... . ... ............... .. 1-1 .. . ................ . ..... . .................................. ... ........... . . ........ .. . ­ ........... ..... ..... ......... . .......... ....... ... . --1 ........ .. i 61, Base . ... ... .. .. ... . ...... ....... ... . ............. .... ... . ... . ................. .. ....... ... .. . .... . . .... .......... .. .... . . ..... ... .. . ..... ...... .. . .. ....... ......... ..... .. ... ..... ................. .. . .... ..................... .. . ....... .... . . - . ........ I ............ ....... ... .. ... ... . ......... . .......... ........... . .. ........ . ....... . . .. ..... ........ .... . .... . . . ......... ................. . ...... . ............. ... . . .. ........... .... . ..... ........ . ..... ........... .... .. ........... .... . .. . ... . .... . ...... I ................. ..... . .... )400 11+00 12+00 S WA 'E� MANAGEMENT I S 0 E D26 _SCA STORM 2, V. 515 510 505 500 495 490 bbt 550 545 540 535 530 525 1I R C) 5 2 A: CIS it r3� SWM -6 DETAIL 20 0 20 4 0 6C SCALE: 1"= 20' NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 1 nn' qTPW A H DTTV_PV_D *NOTE: PLUG 3" ORIFIVE @ INV EL. = 535.0' AND PROVIDE 'T WA � MANAGEMENT I SECTION NEW NEW 3" ORIFICE @ INV EL. 536.0' SCALE: !200 V. ME Ax E C\j C\j Lu E CY) Y�0_. 3-0_2_8_,_ 0 tj Www ti ssI9NAL 0 Z z R 0 8 cla C) w w 1: ui Q CQ M C) >>4 C) � � w w CD U 55 Cn 550Q C:) E-1 54 C) -n! p 540w& --q U) a _1 UD O 535 uj 530 DOM. PROJECT NO:13.003 5251 INDEX TITLE: E26 SHEET NO: 27 OF 41 DATE: 11/07/14 vvel 480. co Sed'i e F re ay / c„ 1/ l 1� �� i J' 0 f Q0 C/) CP,)�r r I /r 1 '� i ' I / / �111L \ F77 LOTI 20 40,440 SQ FTI 4 _\JIL if Ilk cin'd Cattail/or appro� ed equal -41 Plant/ in accordance with 4 SWMHandbool�l Std. 3.05f Q) ol RETENTION Q'S /111 Q'S C -D A-1 1_/oo_ It zz ra), X 20 0 2'0 40 60 %pow F i SCALE: 1" = 20' (,T) SWM -3 DETAIL NOTE: 100' stream buffer on ephemeral stream is based on current Albemarle County mapping of project in Rural Area. This stream buffer will be removed E27 with the adoption of the 2015 Comprehensive Plan that will place this site in the Development Area. Refer to final plat for str6am buffer location. 49C 485 480 475 470 468 NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION ('2STORMWATER MANAGEMENT 3 SECTION E27 SCALE: SCALE: H: 1"=20' V: 1"=10' PROPOSED SURFACE WEIR SIZING COMPUTATIONS Bi ON 1YR DESIGN STORM (FIRST FLUSH TO BE CONVEYED TO BIOFILTER). A = 4.99 Ac C = 0.6 11 = 3.3 in/hr Q = 9.88 cfs WEIR EQUATION 3.5' x 1.0 Q = CLH—(3) OPENING 2 9.88 = 3*3.5*H—(3) 2 H = 1.0' SECTION A—A TOP WEIR WALL = 440.44' WEIR WALL FLOOR ELEV = 436.44' 15" DPE TO S R 24 INV 131*14' 15" HDPE FROM STR 25 INV = 437.64' TO STR 24 INV = 437.6, A<J] L3.5'W x 1.0'H OPENING ELEVATION VIEW I 11,vIV A �11) 1 0 1 INV = 437.64' 14' STEPS I —18" HDPE TO STR 23 INV = 436.44' -FLOOR ELEV = 436.44' I FRUCTURE 24A DESIGNED TO DHERE TO THE VDOT STD. JB -1 CCEPT AS MODIFIED DIMENSIONALLY EREIN. PROVIDE SHOP DRAWING TO NGINEER FOR REVIEW PRIOR TO RDERING STRUCTURE. 24ADETAIL - ... . . fie E 0' TOP WEIR WALL = 440.44 ------- C WEIR WALL 8" 41 Cf) cr) C N 8" E 6 3 W 0 A<J] L3.5'W x 1.0'H OPENING ELEVATION VIEW I 11,vIV A �11) 1 0 1 INV = 437.64' 14' STEPS I —18" HDPE TO STR 23 INV = 436.44' -FLOOR ELEV = 436.44' I FRUCTURE 24A DESIGNED TO DHERE TO THE VDOT STD. JB -1 CCEPT AS MODIFIED DIMENSIONALLY EREIN. PROVIDE SHOP DRAWING TO NGINEER FOR REVIEW PRIOR TO RDERING STRUCTURE. 24ADETAIL - ... . . * 10 01 07" H s�v / IF. No. 33028 '<Ifs t VOP�� LU LU z C:) co cti ca LU z: 0 z U) LU 0 UJ Cf) C/2 Cn W z z C) g cn (D Q LU CQ1 M1 I LL_ C) � � C> Z w w o � � w CO 2 g:=J C) CD C) LW' DOM. PROJECT NO:13.003 INDEX TITLE: E27 SHEET NO: 28 OF 41 DATE: 11/07/14 fie E C C =gym€ 41 Cf) cr) C N E c W 0 r) * 10 01 07" H s�v / IF. No. 33028 '<Ifs t VOP�� LU LU z C:) co cti ca LU z: 0 z U) LU 0 UJ Cf) C/2 Cn W z z C) g cn (D Q LU CQ1 M1 I LL_ C) � � C> Z w w o � � w CO 2 g:=J C) CD C) LW' DOM. PROJECT NO:13.003 INDEX TITLE: E27 SHEET NO: 28 OF 41 DATE: 11/07/14 E 4Z C\1 �m coo -- --- --- --- C, -D C C� > X E C 5 t ),i . . . . ....... .......... ..... .... ....... . > 6 q) M cr) 0 41 C 41 - C to 48 V C'j M 06/ 6" PERFORATED PVC UNDERDRAIN ? C ... . .... .... .. .. . .. . ......... r"6 , e /�qj , E c 18" RCP col W Q) 3.38% -TOP 35,0 1 101tl 4 35.0 35.0 4,35x 6" 6' WEIR 2 EL 34.0 N, -,B10- N N TER 435x 1 "1 6 PROPOSED iv GRADE LOT 54 33.0 33.0 33.0 Z/_ - \ \ \\, 92 + ao Ao 2' EMBEDDED -6-14 C) + U 02 (2) #4 REBAR PLACED 6" C) 12"T U.C. AND EMBEDDED 8" DEEP INTO CONCRETE LEVELING PAD E A S ACE 12" CONCRETE EA-- 269 SF M1MYERS No. 33028 Surface Area 912CH LEVELING PAD ELEV 3 FORPRAY/P-A Elev. 613.50 Rasket \Nall ION BASKET SWM 8 DETAIL Gab' e O'SlONAL B, Gti an E28 SECTION A A Gabian I NOT TO SCALE 2 -Se . ..... .. ---See Detail Shit -28 Int E e D all. T93 LOT 35 S\ Ir Uj NT r u/u r e --__K-RET1t JON- FILTERIii 0 01 CC i e 0 et tp e al N 0 �j 0 SWM 5 20 20 40 60 15- RCP --------E28 . ....... ---------- - �­ 1.0% TOP 17.0 5 SWM 8 20 0 20 40 60 Z SCALE: 1" 20' - ---------- 18.0 6 6' WEIR @ E28 SCALE: 1 20' 1__ 625 625 2 EL 15.0 12" -o c7 3.5' 6 620 620 6" .... .. ..... . ................. ........ .. .. .. . .. .... ... ........ .......... . ...... - ------ ..... .. ... . � M ...... .... . ......... .. ..... .. ....... ... .. ...p.................-1........._........... . ......... . .......... . . . . 100 YR WSE 615.99' ........ .. . .. . .... . . .... .. . ...... . ........ ... . ........ . . .. ./-PROPOSED 617.1 .... . . ... . -.6 --- WEIR 15.z. ......... .. - ------- ............ .1-1 : _..1 113.5 10 YR WSE 615.35 ... . ....... . . . .... ......... . .. ................... . ................- ........................ 1 ",A 5 13.5 GRADE Z 615 M - ----- .......... ..... .. ... ... . .. ... ........... ..... . . ............... . ............ .... ..... . .... C; PO A nr' 0 2 YR WSE 614 8 615 1' PONDING Cl) 8' DE TOP OF DAM @ 435.0.' LU 4' ........... ...... ... ­%� .... ...... . ..... . . .............. 2' EMBEDDED ...................... .. ..... ..... ................ . . . .. . . ........ Dy - ...... .... ............... . ..... 610 ..... ..... .......... . . M Cq .. . ..... .... . .......... . ...... . .... 12" 610 ............. .. . ..... ... 1.11.1 .................... .. ... . ... .... :TNV=6107.0' - - - - - - - - 6' Weir @ Elev 434.0' ..... ...... . . . . . . ........... .. .... .. ...... ..... 0 ............. . .................... .. . ... .. ....... . ...... .................. . . ................ ...... . ........... ......... .. (2) #4 REBAR PLACED 6" 2T PVC UNDERDRAIN .... . ...... . . I . ...... ... .. . . ........ ....... ................ . .. ............... . . . ......... . . .... ... ... . ..... ....... . .. 605 O.C. AND EMBEDDED 8" 1.0 @ INV 430.0' 605 12' Iev. .......... . . . . . . . ............ . . ..... ...... .................... .... ..... . ..... Bottom E 433' EXIST . ........ DEEP INTO CONCRETE 6" INV. 430.2' . . ........ ........... ........... . ........... . ..... ..... ..... ......... ..... . . ........ ............................ .. .......... .. ........ ­­­ .... . . . .............. . . . ............. . .... . ....... ............... . .. ... .. .. .. .... . . ............. EXISTING PROPOSED .­__._­,._ I ............. *__._.,­'�*.*­_­'_.'.' LEVELING PAD . ..... .... .... . .. .... .................. . ........... . ... .... .... LU ............. I ...... . ..... .... ...... . . .. ....... ...... .. .............. ... ............ .. ..... --I 600 600 GRADE GRADE 10100 12" CONCRETE co wrn11+00 LEVELING PAD 10+0011+00 �4 W S2 W C:> 41- FORPRAY/(0A ION BASKET SWM 5 DETAIL STORMWATER MANAGEMENT 8 SECTION S R A:E� MANAGEMENT .11.EIT10.1 T - M E28 SECTION B -B rn SCALE: . H- 0 (6 2n NOT TO SCALE E28 SCALE: H: 1"=20'ra V: 1"=10' NOTE: I. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION NOTE: I. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION -LOT 71 NOTE: PROP 1. SWM 9 AND 10 DO NOT HAVE A SEDIMENT FOREBAY DUE TO THE Lij SMALL SIZE OF FACILITY AND THE 250' LENGTH OF UPSTREAM M 0 u _2 6 6 6 33.0 .0 331 330 10 < SWM VEGETATED SHEET FLOW FILTER ABOVE EACH FACILITY. LU OPEN Z I ESMT SURFACE/,' CQ1 co SPACE LOT 70 AREA=420 SF @ EL -EV =:474Y 495 -SURFACE AREA=420 4F , b_ 490 @ ELEV =4 0 606 C) 485 481 10 B10 -RETENTION FI[TFR PROP" 485 4 8! E 4 490PONDING- .. ... ..... ...... . . .. - -------- SWIVI x----------- ESMT 480 81 W D TOP' -OF- DAM- @ 476- 48( c) 485 S TI N G -PROPOSED-- -- ---- U E-4 0 __-_-.GRADt ___ b* GRADE W 475 C? ?,C0 47! 481 C:) 1 \A ---- -- -- - 0 .47"1 01 E-4 I A -7n Bottom -Pok, -474.0'.... / 471 \ 11 �� �y / - 463 ... .... U) 10 �070 p 8� STORMWATER MANAGEMENT 9 SECTION 11+00 '0 E28 SCALE: H: l'-20' DISCHARGE FROM V: 1"=10' E-1 I. ... . ... . ... . ... NDERDRAIN STO R VM W1 A:10 E � _MA N _A GE MtN I 10 SECTION S1TIQN SCALE: H_ 2 ... '-!RE V . TION FITER NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 20 0 20 40 60 E-1 9 SWM -10 20 0 20 40 60 � E ­i SWM 9 SCALE: 1" = 20' NOTE: I. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION E28 SCALE: 1 20' 11 B10 -FILTER DETAILS* CONSTRUCT SWM5 WITH 18" DIAMETER CMP RISER WITH CREST ELEV = 614.50'. REFER TO SWM 5 SECTION THIS NOTES: O E28 NOT TO SCALE ('12� B10 -FILTER LANDSCAPING CO SHEET FOR DETAILS. 1. THE BIO -FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS TOP OF STONE L �E28)'_ ADEQUATELY STABILIZED, ACCORDING TO THE WATER RESOURCES EI U= C BERM WEIR PERSONNEL (434) 296-5861. W - - W NO. A B C - Weir Length Bio Filter Are(l (L) Provided (sq.ft) (sq.ft) --Efev-­,486:0'..._._ Number of Plants Provided SWM5 610.5 Lo. 0 11+00 PROP" 485 4 8! E 4 490PONDING- .. ... ..... ...... . . .. - -------- SWIVI x----------- ESMT 480 81 W D TOP' -OF- DAM- @ 476- 48( c) 485 S TI N G -PROPOSED-- -- ---- U E-4 0 __-_-.GRADt ___ b* GRADE W 475 C? ?,C0 47! 481 C:) 1 \A ---- -- -- - 0 .47"1 01 E-4 I A -7n Bottom -Pok, -474.0'.... / 471 \ 11 �� �y / - 463 ... .... U) 10 �070 p 8� STORMWATER MANAGEMENT 9 SECTION 11+00 '0 E28 SCALE: H: l'-20' DISCHARGE FROM V: 1"=10' E-1 I. ... . ... . ... . ... NDERDRAIN STO R VM W1 A:10 E � _MA N _A GE MtN I 10 SECTION S1TIQN SCALE: H_ 2 ... '-!RE V . TION FITER NOTE: 1. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION 20 0 20 40 60 E-1 9 SWM -10 20 0 20 40 60 � E ­i SWM 9 SCALE: 1" = 20' NOTE: I. SEE SHEET E2 FOR GEOTECHNICAL NOTES FOR DAM CONSTRUCTION E28 SCALE: 1 20' 11 B10 -FILTER DETAILS* CONSTRUCT SWM5 WITH 18" DIAMETER CMP RISER WITH CREST ELEV = 614.50'. REFER TO SWM 5 SECTION THIS NOTES: O E28 NOT TO SCALE ('12� B10 -FILTER LANDSCAPING CO SHEET FOR DETAILS. 1. THE BIO -FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS TOP OF STONE L �E28)'_ ADEQUATELY STABILIZED, ACCORDING TO THE WATER RESOURCES EI U= C BERM WEIR PERSONNEL (434) 296-5861. W - - W NO. A B C - Weir Length Bio Filter Are(l (L) Provided (sq.ft) (sq.ft) Bio Filter Area Required (sq.ft) Number of Plants Provided SWM5 610.5 613.5 617 6 912 17,541 877 15 SWM8 430 433 435 - 6 2,690 53,578 2,680 26 SWM9 483 486 1 488 1 6 F 420 1,250 63 12 SWM10 471 474 1 476 ] 6 1 420 1,250 63 12 2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY Willow OakWATER RESOURCES PERSONNEL BEFORE INSTALLATION OF THE Q� Sweet Pepperbush (1.5" Cal. At Planting) '<0) (1.0' Ht. At Planting) C� Pinterberry River Birch (1.0 Ht. At Planting) 0 (clump) 1nLPnrr Wnfl Ilk kot%riu. V.UZ -U.U'+ ELEV= A ASTM C33 FINE) Green Ash (15 Ht. At Planting) PROVIDE 6" PERFORATED PVC FILTER FABRIC ACROSS ENTIRE WIDTH UNDERDRAIN GRAVEL (AASHTO M43, 112"-l") WRAPPED IN FILTER FABRIC (1.5" Cal. At Planting) AT 20 FT O.C. PROVIDE CLEANOUT OBSERVATION WELLS BIO -FILTER (434) 296-5861. 3. THE BIO -FILTER SOIL MUST BE STATE -APPROVED MIX. DOM. PROJECT NO:13.003S 4. THE BIO -FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR INDEX TITLE: SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. 5. DURING CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UNDERDRAIN INSTALLATION, APPROVE E28 THE SOIL MIX, AND APPROVE THE COMPLETED INSTALLATION. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. SHEET NO: 29 OF 41 Bio -filter shall be stabilized per note #4, and shall be planted with all species as shown on the jandscapeIan. DATE: Il /07/14 SWM5 SWM8 SWM9 SWMjO WILLOW OAK 1 2 1 1 RIVER BIRCH 1 2 1 1 GREEN ASH 1 2 1 1 PEPPERBUSH 4 7 3 3 WINTERBERRY 4 6 3 3 INKBERRY 4 7 TOTAL 15 26 12 12 BIO -FILTER (434) 296-5861. 3. THE BIO -FILTER SOIL MUST BE STATE -APPROVED MIX. DOM. PROJECT NO:13.003S 4. THE BIO -FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR INDEX TITLE: SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. 5. DURING CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UNDERDRAIN INSTALLATION, APPROVE E28 THE SOIL MIX, AND APPROVE THE COMPLETED INSTALLATION. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. SHEET NO: 29 OF 41 Bio -filter shall be stabilized per note #4, and shall be planted with all species as shown on the jandscapeIan. DATE: Il /07/14 05 04 03 10A 555 555 PROFILE 17A TO 17 (24) a Icu C'J 0 < co 0 — ----- ------ - cq c 465 =5 EO 670 550 . . ................. . . ..... ... .. ...... . ....... .... ... .. . 540 - - -------- -------- --- . . . ......... —c6 0) -------­-- . ... ..... u 460 .. .. ...... 550 . .... ... . ........ . .. ........ * , " - ­­ ** , '' ..... ....... .. .. .. ........ 66 : 't. -- - — ------- ... ......... .. ...... .. .. .......... . . .. . ............... ..... . ... ........ .. ..... . ........ . .. . ..... .. . ....... (n ............. w cn f) V). ....... ....... .. ...... ... .... .. ...... ....... . . ....... 535 ........... I ..... ....... . . .... .. ........... -PROPOSED . ....... ...... . ... - ------ a 460 ...... 455 . ..... ... . . .. .... .... ---------- - 545 ....... .. .. ....... . . ......... .. ...... . ...... . ... ........... .. . . . ....... .. ...... ..... . . .. ......... ....... ....... .. .... ..... ..... .. . . . . ... ....... .. . . ....... . .... ... ......... .... .... --------- - -------- ......... . - ----- 455 — - ----- .. . - - - - -------- 660 C:� Z 540 ------ C) ............ -- ----- . . ...... ............... .. .... .... . ----- ------- R 520 . . .. . . ...... ..... . ... ... .... . --------- --- -- . ..... .. . .. ............ . . . ... ....... . . . . ......... .. . .... .... ........ ... ..... . . ... ... .... ... .. . ..... ... . . .... .. . ......... .... 450 .......... ---------- GRADE ... . .. . .......... . . ....... .. ... . ......... ...... ..... . .............. 535 510 . ... ....... C 510 . ........ . .. ..... ....... ... ---8"--WATERLINE . . . . .. . . . 655 650 OPOSED. . . .... ........ ...... 505 .. .......... . .. . .... ........ .. ... . ... .. .......... .. . . .. ....... - ------ -- - ..... .... . .............. .. 530 ..... .. . ........ .. 445 OSED 500 -- ----- . . ... . 0 > 530 ........ .. . . .......... ...... ... .. .. 500 9150 10+00 11+00 3� SWM PROFILE 3A TO 3 - - ----- ------------ --- 525 645 . ..... .... . . .. . .... ..... ............. . .. ........ . . .... 440 ...... . . . . .......... . 6 40 OPC CH) --------- -- ............. .......... . . . .... .. .... . ................ 11_1� . . ........ . . .......... .. . .. .... . ........... ... . .............. .. ... .... .. . ... . . . ..... ... .... .. ........ ..... ..... .... . ..... ..... . .. . .... . ... .......... ..... ....... 440 ............ ... ........... .................. . ....... .. ..... ... . .... ......... .. ... . . .. ... ..... .. .. ..... ........ 9 IOL . . .... . . . . .. ..... ......... 435 .. . ......... . .... . ..... . ................ .... . . . ... ...... .... ............ .. .. .. ... . ..... . . . ........ .. .... . .5 F H @ QPE . .. .. .. .. . ....... ... ..... . . ... TLET .... . . . 520 - ------ 435 520 . . .... . . . * ...... ........... _ 0� . ........ . ____ - - - - ---- ----- - ... ...... .... .... . ..... .. ... ..... .. .... ..... ........... . . I.- a.. .. . . ........ ......... ............. .. . ...... . . ...... . �L . .... ... 430 - - ----- - --- ...... I . ...... . . .... . ........... . 515 -1 ..., I'll"... I I � ........ . . . ... . .. . .......... ...... . ....... ............. .. .. . . .. .......... .. . .. 7777-7- EXTSTIN .. . ........ . . 4C' IIJF E ... . .... . .. .. ..... 515 ---------- .-EXIST] 430 \7 . ......... ............... ... . ..... ....... ­_.*.._­ ............ .. . . ............. . 51 0 425 . . ..... . . .. . . ..... .. .......... . ...... . . . . .... . .. .. .. . .......... .. .... .. .... . . . ......... .... ........... . ..... ........ .. ..... 510 CN C-4 . .. ...... 625 .. . ................ . .... . .. ... . .. .. .. ...... ..... . ... .............. ... . .. . 00 :02 ........ . ... ... 620 * .......... . . . .... ........ 505 ....... . .... . . . . .... .. ..... ... ........ .. . . 505 .... ...... .. . .. .... 420 620 . ................ .. .... C9 ... ........ ... . .. . .... .. . . ............. .. . . .............. .. ...... . . ... .......... ... ....... ... ...... .. ........ ..... . .......... ........... ....... . .. .... . .................. ... 420 . . .. ................. . . * * Q cli ........... .. . . ... . .. . .. ... ..... ... . .. ........... .......... ... . . . . .. .. ... ... ... ....... .... ... ......... .. . . . ............. ..... . 500' 415 .... . ...... .. ....... ... ........... ... . . .. .......... ....... ... ........ ... .. .... . 500 . . ..... . .. . ..... .. . .... . ........ . . . .. . ...... ............... . . ........... . ... .. . . ......... . . . ....................... ........... ... .... . ... ---------- ...... . O(O 00 415 .... ..... ......... .. .. ........ ... 0 .. . ..... ..... ................... . .. . . . OOK . .. . ..... ....... .... .......... .. .... . ........ . ... ......... to ci C14 49 5 410 --------- > . .... . .. ... .. ..... z . . ........... . . .. t > z Z**z .... . . ...... . ... ........ .. ... . .. ........ .. .. .... ............. .. . . .......... ......... . .......... . .............. .. >:� . . .............. ... .... . . .. . 495 F5 10+00 — --------- 11+00 12+00 410 ItS _P ��__RQPOSED­ 610 .... .. . ... . ... .. 0 z ------- .,,SHT-.E28..--- SEE DETAIL 605 ........ > z Z___ -,-*-''-"- 490 (n __ 9+E�_ 10+00 11+00 .605 12+00 -- ---- --- - -- 485 485 480 480 475 -------- 475 ...... . .. . ------------ U) 470 0� t-, "U ) 0 470 Q) C) d. 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'96 - t Y-1 --" 44 0 �� ) 4�_, 1-11 "I ,e:�6 `� �ly?'S'Vll ON A L � 5� co z C) �_� co �;_4 PO 1:4 v 4 9 0 2 C/) cn cn cn :2-, P!� N m 0 1=1 = C) g P-4 Q C/) m �_ I;.- cn P4 FA 04 = I I I C.> Q �! 11 14 �_: m 0 ui ��e u w m: u 0 PO = ;�_: im z 3�: 9 0 W = . . >_ m go Ill = CD co w im 0 0 4 U2 -� . . w __j < u cn 9 I I . 6i 1 � < I I I z M. w I 9 1-4 ml I U_ __ = m - C) F-,, P,q >--q m cn �� Z -<� :D I �� 0 fa., P.., u I W cn �_4 P4 '34 � = �_q �_� 04 0 _<4 rx� E-4 f- --i �� CD �E� U) w 04 C:> �-­i m Q. -I U �>- P-� I I _<� 04 �� M &--4 �:_ w u _ �� �:D P-4 w �� (24 cn = c/Q �:� I co w �� f--4 �ni co = 04 = CD CD :2� &--.i = &.4 W M ­!:� (_� ,-:1 �_4 p ---q �� i--i �� C) &.-, �_� iij CO &-.q �-� _j F_ C) �-­i w P: w pq �R:: ,'.� w .,::4 x I - co I I IDOM. PROJECT NO:13.0 INDEX TITLE: : I ; I ; � I � ; I I' I SHEET NO: 31 OF 41 �6I ,, E C', _ 8 , C,j CQ co � �,. - "O'L, � * cq -. g = 0 0 a q6 4�N N - = E , :: 5; q (3� 0 A tn'T,T 0 3 3 � ,to 'IT, ) 0 , % - m U DATE: 11/07/2014 . - 645 34A (3 4� 645 . ��,_._,_._.�__._,_"_��____�.__._,� __ � ­ C) z:-�.-�l.---.--.-.-.--..,-,--�-..--,--,..-.� ­.­_,­_.­­. ­_­ ........ �� __ __., ________,_.____l__ _.__­_­Lq;;z _. ____ ­_ i C3 T .. -1 ----.---- - ____ : _ " " __ _.'' __ __ - __­ � __(D' - _ � I I ­ � - ­ - - __ : . - . ........ . .... � -I------ ­­­_­ I. - 1. ------- m 1=_____..._._,____ __.,_l-._- . - _­­_l_._...__�._, -_,_-______4_ v)._.___.______...____ � .. _ - __._l.-_--_: ,___ _., C�,,j 640------------- --'-'--*--' ­cc0'4c=­­ ----- --- - , CD;��­_- ­'-­­­­ 640 L-1 - _________.____,_,____ .... _ - - ._., 11 W__- _-1_..____-__ � ___ ....... ---11; , " ------- 11 l---1---.--__-_1_ 2 t ____ _____ . _ �",.�.-.,��..-,..�,.�....��.�,�<-- -�...-.----.-.-.-,�-�-,--..�''--.,-,Z�,,,�,�"--..-.����,.---.�p�.---.-.,.�.-,-�,�---....�-.', _-1 I—— _.__­_­_ -1 ...... � ­ ­­ � Jl_ >_ . . -1 I—. -���1-11--�-",-----,.-,.---.-,�"-"�_,:�,���.�-,��",-",�-"--�-"�---�-.-,.-",---, : �_ �,.�,��..-."�l-.��.,-�.--,�-�.�.-�."�-.-�----�--.p ---__..___­.­ ­_­_ 635 ---'-'-'- ­ --"-'---- - ­ "' --'-'-R f 0-- ­ - -­--­'-­ ; 635 . -1 _­. 11 ­_ ,-",""------�-�.-�---..---..-.,-� .< ---11-1 _1 ____11___________ I __ _j ... �_­l.__l­____l._.­_ - ­­­______­­­__ I ­_ -1. ­ _-._--.l___, ----l. -11 M-11- -__l__--___- ­­­ _-_-_-l I ­­_ ___________ ---_--_-_--- , I....- _.l-.__._-_-.___ __ _­­ I .. ­.. - C>. -_ ------- I ___ - _- _ - ___.- - - __ � --------- ­-i­­l­.­.._­__­_­ ­­­ ------ --- i ­­­­ lA­__.___­_­_­ ._.____.­_ - -, _­ - � - - 630 --""-'- -- - --- --­-­--­- "----- - -- 5;j--- ­ - � � � -- - ­­ -- ----' 4 - ,� : 630 � . --�",--.-�--,-..-��.."''.--,-�, -111111 -l-. -1 � __l... ...­­ I—— I—— -.1 -1.1-1- - -11 1.111. 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I � � ­- ­ 1- -1-,_,.___.__l___-- ...... ­­­ ��l _­­ _-___Lu_ , _-_--l__.___ - .--.,�".-,-.,--,--,..-------,..�'... _.______ ... ______________ ---�---..�--.,-�-..-,----.--t'-----.----�--------- ­­­ -,-,- ­­­­ -- ----- _--_1-_.___ - __ I ------ - 1-11_1- - -1-11 -11I.- ­­­­­ 1. _____­_­.­­­.,___­_: - --N_ '­._,_­____.._ -..._.__:-_____l- -1 : 11 i 615 --'----'-- -----'--- -'-''- --­­' '- --'--'--'-'-----'------.--------.-.-�-- -­i-.­­_N. I ­ _ ­_­_­____,____­__ 615 , , ­i� ... ­l­_.­­­__,,�.­ ­__._­__.____ _____­__" "' "' _­____­­ "" __,_,_,­_­­_,_"_­__­_­ ­* ------ l__­l_l_____l_l__ - I .,�-1.�.�.�,-""-..-,-,--�.--,�,- q_�_ 7�_,_.,:_­__,_, __"_­_­­ -, -, _­ - , ­ _­­ _,____,__­_­____­___ -I--- __­ __ I— - - . - -11 .... ­ -1., --�"".�.�-..,-�.-..�.�"-.-.--,.,�'..��.-,�l-. ­­­­ ---- - -- -___-_..l.___.-- -- - ­- ­__._­_­..­_._­..�< I _ln­,lt­_ -,---,I'**- : -_-___.__._-.._ll--- ­_._­­._­__ ­­_.ntll)_-_________ . 61 0 -'­_­--­ " ­ ---- -­ ­ "' -'--'--"- ­­---­­­ t 610 t -�.�-.-..�,�-...�-.,�,-�,,�.-I-�.,��"I -­­ 1. .1--�.��.-.,-,....,--..�,�-.-...�. ; --..--"''..-.-,.--.,.��,�-�.�.:��-�.�"I ­­_­_­lll ­ _­_lm._ml_­ ----- i .-�.-,:-,.--�..,-..�l-.,-.�.-.,.-...-�l-. .. ­­­­ -1--- --- ---- ,----,-��,.�-.----..--.-.---,.,--,-�-�i 00 __:_­_,_­_­­.­_­ -.1 -W. ­­­­ . : ­___ .1�,�--.�-1.�-1.1--�,-���-,��.''�.-� I.. ­ -11 _._._l_-_____-.- . _ Lr QD_.._.__..._._ __,._,_____. -1-1-1 : 1- -l____.___- 1. � -lb -- --- ----- I -1 ­­­­ ­­­ - . ­: I— -.-.. ­­­ I— "'t �� 605 ­­­­-­-­---- --­­-­'­-­­e­lln . , _l--_____.__._._. . �p in . ,Q to .* ql. .605 . .- __ I—. � I., - ­­__ __ _._..,.__._._ _ - . -_-__-__.._-_m MIN rll_________.._. :, '[---­-­­--------------- ­ ­­­ � - - -,.-. _ � --- -_--_- � _.". _ '. - . - 1.0 ,Co.--.--., ..-..I--- -­­ ­__ . ... .. ..... ___..." _­­­j�Z66 ­-­_­.­_. 0 : ! ­_ . ...... . .11----.-�-.----.".-.�-1.1�.-���.-�,.-- . ­­_.- ­___ _ ". _.....__,._ ... __­_.._._.__. - - + _:­ ­ ----,-+, -ii­(0- (a----- - -- - -10 it"-.",-"-.-�'.1--��-.-,�.-�..-.�-,� ­­.­­ ....... --0 ..�,.",-.-.-.--,�-.-�..�I.I.-I.- 600 "' " '- -- ­ ­ " - ---'- - : F_ - -, ; - if if 600 I- -­ ____­ _11-1 -.-_-l__- --.1.1 ­ _­­­ ­ ­­­­____. ­_ -n- � ­­.._,___ ___ ­ -- 4 11, ::,,--,--,+ , ­­­­­ -­---­­-­--- 1 11 l_-_.__.--. ____._.__­­­ +1 __ - - __ 0__ _ ----I-,--- _--1-1 --- ­­­ ... ­­­­___­_.­_._­_ 0 -ZZ_______---_ -.---.�,�-..-��--,----..-�.�-.�.''. __ . ­­ � I __ - ___ -.,---+-,,- ___ --.------_,: -''-. - -, -­ � -1 _­_­ ---- _:;� Z>:-, ,_.. � --- ­ _­­­ � - I --- � ­­.. 11 __­___.­­: .,., < ?_.­____­___,�__ > > > 595 1 "' -­ ­ ' ' ­­-­­-­-­­'- ' V) ,� 'K'7-'- ­ - ­­ 595 1 - 01- = 9+0 10+00 . I I r4_'� SWM PROFILE 34A TO 34 ...........1.1.1-.. ...... . . .... .. .......... �E30) .. ... H-6 .... . R. - -1 - -Z. - - - - -1 - "' -'-=' . ... ... . 30', VERT 1" - 10' 11 � I c a 10 a m . c a I - c I c I LL 0 , c c L �1_ ;_ L__ � �;-_ Mic . MYERS Id L' . No. 33028 Q�, . '96 - t Y-1 --" 44 0 �� ) 4�_, 1-11 "I ,e:�6 `� �ly?'S'Vll ON A L � 5� co z C) �_� co �;_4 PO 1:4 v 4 9 0 2 C/) cn cn cn :2-, P!� N m 0 1=1 = C) g P-4 Q C/) m �_ I;.- cn P4 FA 04 = I I I C.> Q �! 11 14 �_: m 0 ui ��e u w m: u 0 PO = ;�_: im z 3�: 9 0 W = . . >_ m go Ill = CD co w im 0 0 4 U2 -� . . w __j < u cn 9 I I . 6i 1 � < I I I z M. w I 9 1-4 ml I U_ __ = m - C) F-,, P,q >--q m cn �� Z -<� :D I �� 0 fa., P.., u I W cn �_4 P4 '34 � = �_q �_� 04 0 _<4 rx� E-4 f- --i �� CD �E� U) w 04 C:> �-­i m Q. -I U �>- P-� I I _<� 04 �� M &--4 �:_ w u _ �� �:D P-4 w �� (24 cn = c/Q �:� I co w �� f--4 �ni co = 04 = CD CD :2� &--.i = &.4 W M ­!:� (_� ,-:1 �_4 p ---q �� i--i �� C) &.-, �_� iij CO &-.q �-� _j F_ C) �-­i w P: w pq �R:: ,'.� w .,::4 x I - co I I IDOM. PROJECT NO:13.0 INDEX TITLE: : I ; I ; � I � ; I I' I SHEET NO: 31 OF 41 �6I ,, E C', _ 8 , C,j CQ co � �,. - "O'L, � * cq -. g = 0 0 a q6 4�N N - = E , :: 5; q (3� 0 A tn'T,T 0 3 3 � ,to 'IT, ) 0 , % - m U DATE: 11/07/2014 I c a 10 a m . c a I - c I c I LL 0 , c c L �1_ ;_ L__ � �;-_ Mic . MYERS Id L' . No. 33028 Q�, . '96 - t Y-1 --" 44 0 �� ) 4�_, 1-11 "I ,e:�6 `� �ly?'S'Vll ON A L � 5� co z C) �_� co �;_4 PO 1:4 v 4 9 0 2 C/) cn cn cn :2-, P!� N m 0 1=1 = C) g P-4 Q C/) m �_ I;.- cn P4 FA 04 = I I I C.> Q �! 11 14 �_: m 0 ui ��e u w m: u 0 PO = ;�_: im z 3�: 9 0 W = . . >_ m go Ill = CD co w im 0 0 4 U2 -� . . w __j < u cn 9 I I . 6i 1 � < I I I z M. w I 9 1-4 ml I U_ __ = m - C) F-,, P,q >--q m cn �� Z -<� :D I �� 0 fa., P.., u I W cn �_4 P4 '34 � = �_q �_� 04 0 _<4 rx� E-4 f- --i �� CD �E� U) w 04 C:> �-­i m Q. -I U �>- P-� I I _<� 04 �� M &--4 �:_ w u _ �� �:D P-4 w �� (24 cn = c/Q �:� I co w �� f--4 �ni co = 04 = CD CD :2� &--.i = &.4 W M ­!:� (_� ,-:1 �_4 p ---q �� i--i �� C) &.-, �_� iij CO &-.q �-� _j F_ C) �-­i w P: w pq �R:: ,'.� w .,::4 x I - co I I IDOM. PROJECT NO:13.0 INDEX TITLE: : I ; I ; � I � ; I I' I SHEET NO: 31 OF 41 �6I ,, E C', _ 8 , C,j CQ co � �,. - "O'L, � * cq -. g = 0 0 a q6 4�N N - = E , :: 5; q (3� 0 A tn'T,T 0 3 3 � ,to 'IT, ) 0 , % - m U DATE: 11/07/2014 c c L �1_ ;_ L__ � �;-_ Mic . MYERS Id L' . No. 33028 Q�, . '96 - t Y-1 --" 44 0 �� ) 4�_, 1-11 "I ,e:�6 `� �ly?'S'Vll ON A L � 5� co z C) �_� co �;_4 PO 1:4 v 4 9 0 2 C/) cn cn cn :2-, P!� N m 0 1=1 = C) g P-4 Q C/) m �_ I;.- cn P4 FA 04 = I I I C.> Q �! 11 14 �_: m 0 ui ��e u w m: u 0 PO = ;�_: im z 3�: 9 0 W = . . >_ m go Ill = CD co w im 0 0 4 U2 -� . . w __j < u cn 9 I I . 6i 1 � < I I I z M. w I 9 1-4 ml I U_ __ = m - C) F-,, P,q >--q m cn �� Z -<� :D I �� 0 fa., P.., u I W cn �_4 P4 '34 � = �_q �_� 04 0 _<4 rx� E-4 f- --i �� CD �E� U) w 04 C:> �-­i m Q. -I U �>- P-� I I _<� 04 �� M &--4 �:_ w u _ �� �:D P-4 w �� (24 cn = c/Q �:� I co w �� f--4 �ni co = 04 = CD CD :2� &--.i = &.4 W M ­!:� (_� ,-:1 �_4 p ---q �� i--i �� C) &.-, �_� iij CO &-.q �-� _j F_ C) �-­i w P: w pq �R:: ,'.� w .,::4 x I - co I I IDOM. PROJECT NO:13.0 INDEX TITLE: : I ; I ; � I � ; I I' I SHEET NO: 31 OF 41 �6I ,, E C', _ 8 , C,j CQ co � �,. - "O'L, � * cq -. g = 0 0 a q6 4�N N - = E , :: 5; q (3� 0 A tn'T,T 0 3 3 � ,to 'IT, ) 0 , % - m U DATE: 11/07/2014 �1_ ;_ L__ � �;-_ Mic . MYERS Id L' . No. 33028 Q�, . 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PROJECT NO:13.0 INDEX TITLE: : I ; I ; � I � ; I I' I SHEET NO: 31 OF 41 �6I ,, E C', _ 8 , C,j CQ co � �,. - "O'L, � * cq -. g = 0 0 a q6 4�N N - = E , :: 5; q (3� 0 A tn'T,T 0 3 3 � ,to 'IT, ) 0 , % - m U DATE: 11/07/2014 INDEX TITLE: : I ; I ; � I � ; I I' I SHEET NO: 31 OF 41 �6I ,, E C', _ 8 , C,j CQ co � �,. - "O'L, � * cq -. g = 0 0 a q6 4�N N - = E , :: 5; q (3� 0 A tn'T,T 0 3 3 � ,to 'IT, ) 0 , % - m U DATE: 11/07/2014 SHEET NO: 31 OF 41 �6I ,, E C', _ 8 , C,j CQ co � �,. - "O'L, � * cq -. g = 0 0 a q6 4�N N - = E , :: 5; q (3� 0 A tn'T,T 0 3 3 � ,to 'IT, ) 0 , % - m U DATE: 11/07/2014 31- 30A C3 O) Line No. ......................._....................._...._........_.. _ ... 0 ...........__......_...................0 J...................E.._......................_._.__._............_............._...._-.-._._._._._...................__._.................._..._.................---...._......_......._........... _._._._.-..._.............._._....._._...._.....__._._._..._............... r...._._._._._............_._._..............._..........-.._...._..... Total CxA 64U 29 - 600 28 i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) __._..._...._ ............................ ................_._._.-_...__..p..........._..;`...................._._._......................._...._.._._._............_.................................... Line Size (in) _. _... _.................................._._. Pipe Travel (min) _.............._........._... .................. . 27 C3 _......_.............-............._........_. ................. 26 600 10A - .... 0.00 0.00 0.00 0.76 0.0 u'.-- 5.26 4.00 635 _...___....................._.................._..._.._....._..............�,,;�......,.._.._..._..........................._........._......._....._.._...__.__ _.__._._._.. _. _.Q _....._.._._._..._........._......_._._..._..........._. __-..._..-...................................._.............. 26.900 1.00 Line No. Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Tc (min) i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope N Line Size (in) Capac Full (cfs) Vel Dn (ft/s) Pipe Travel (min) 1 10A Outfall 0.00 0.00 0.00 0.76 0.0 14.6 5.26 4.00 618.00 618.27 26.900 1.00 15 6.47 3.26 0.13 30A 2 11 1 0.71 0.67 0.48 0.76 8.0 14.4 5.30 4.02 620.61 628.00 49.274 15.00 15 25.01 14.94 0.24 1 0.00 3 12 2 0.66 0.43 0.28 0.28 13.0 13.0 5.51 1.56 632.00 636.54 106.350 4.27 15 13.34 7.27 1.39 0.00 0.00 4 7 Outfall 0.00 0.00 0.00 2.37 0.0 14.0 5.36 12.72 595.00 596.27 89.650 1.42 24 29.16 8.96 0.38 1.74 5.0 5 8 4 0.00 0.00 0.00 2.37 0.0 13.6 5.42 12.86 596.58 603.29 166.690 4.03 18 21.07 10.62 0.38 8.3 5.76 6 9 5 3.54 0.67 2.37 2.37 13.5 13.5 5.43 12.88 607.65 609.50 30.760 6.01 18 25.75 14.57 0.07 6.62 618.12 7 1 B Outfall 0.00 0.00 0.00 5.91 0.0 19.1 4.69 27.69 482.00 482.37 52.889 0.70 30 34.30 7.74 0.16 623.30 157.203 8 1 A 7 0.00 0.00 0.00 5.91 0.0 19.0 4.71 27.81 482.86 486.02 87.432 3.61 24 46.58 12.83 0.17 10.81 18 9 2 8 0.00 0.00 0.00 5.91 0.0 18.9 4.72 27,89 486.52 496.09 61.730 15.50 24 89.05 12.64 0.12 11.04 0.90 10 3 9 0.12 0.81 0.10 5.91 5.0 18.7 4.74 28.02 501.00 513.12 109.366 11.08 24 75.29 22.19 0.21 0.16 0.68 11 4 10 5.84 0.68 3.97 5.61 18.5 18.5 4.76 26.72 513.32 520.35 78.140 9.00 24 67.84 9.76 0.15 5.0 8.5 12 5 11 2.16 0.76 1.64 1.64 15.5 15.5 5.14 8.44 522.74 526.05 33.900 9.76 15 20.18 15.70 0.08 5.96 2.18 13 3A 10 0.30 0.66 0.20 0.20 5.0 5.0 7.24 1.43 519.16 521.33 135.756 1.60 15 8.16 5.00 1.94 485.14436.44 14 17 Outfall 0.33 0.80 0.26 1.80 5.0 5.8 7.00 12.64 470.00 474.87 52.763 9.23 24 68.71 16.67 0.22 58.'308 7.50 15 18 14 0.77 0.74 0.57 1.06 5.0 5.3 7.15 7.59 476.65 485.86 117.718 7.82 18 29.37 13.94 0.45 15 15.19 16 19 15 0.82 0.60 0.49 0.49 5.0 5.0 7.24 3.56 486.06 487.25 38.000 3.13 18 18.58 3.37 0.31 10.19 0.10 17 17A 14 0.63 0..76 0.48 0.48 5.0 5.0 1 7.24 3.47 47819 480 37 141 000 1 Line No. Inlet ID DnStm Ln No Drng Area Runoff Coeff Incr CxA Total CxA Inlet Time Tc i Sys Flow Rate Invert Dn Invert Up Line Length Line Slope Line Size Capac Full Vel Dn Pipe Travel (ac) (C) (min) (min) (in/hr) (cfs) (ft) (ft) (ft) N (in) (cfs) (ft/s) (min) 1 30A Outfall 0.00 0.00 0.00 1.74 0.0 10.4 5.30 9.24 540.00 540.36 24.920 1.44 18 13.67 5.23 0.08 2 31 1 0.00 0.00 0.00 1.74 0.0 10.1 5.38 9.37 545.34 563.29 112.364 15.97 18 45.47 20.24 0.37 3 31A 2 0.00 0.00 0.00 1.74 0.0 9.7 5.46 9.51 568.27 586.00 123.460 14.36 18 43.11 19.57 0.40 4 32 3 0.82 0.35 0.29 1.74 5.0 9.1 5.59 9.73 590.90 614.81 186.566 12.82 18 40.73 18.90 0.58 5 33 4 0.87 0.37 0.32 1.45 5.0 8.3 5.76 8.38 615.01 617.85 215.900 1.32 18 13.05 6.67 0.77 6 34 5 0.00 0.32 0.00 1.13 5.0 8.0 5.84 6.62 618.12 619.54 76.870 1.85 18 15.46 6.41 0.34 7 35 6 0.00 0.00 0.00 1.04 0.0 7.2 6.03 6.29 619.74 623.30 157.203 2.26 18 17.12 6.62 0.74 8 36 7 2.98 0.35 1.04 1.04 7.0 7.0 6.09 6.36 623.50 629.00 50.860 10.81 18 34.53 6.97 0.24 9 34A 6 0.23 0.39 0.09 0.09 5.0 5.0 6.70 0.60 619.74 625.38 68.901 8.1912 11.04 0.90 1.50 1 27 Outfall 0.46 0.35 0.16 0.68 5.0 9.4 5.52 3.77 518.00 522.80 214.366 2.24 12 5.77 7.82 0.75 2 28 1 0.42 0.37 0.16 0.52 5.0 8.5 5.73 2.99 523.00 555.00 208.940 15.32 12 15.10 5.78 0.91 3 29 2 0.99 0.37 0.37 0.37 7.5 7.5 5.96 2.18 559.21 576.67 159.336 10.96 '12 12.77 12.14 0.96 14A Outfall 0,00 0.00 0.00 2.13 � 0.0 8.1 5.81 12.38 485.14436.44 38.440 - 3,38 18 19.31 7,71 0.09_ 2 25 [ 5.07 0.42 2.13 .2.13 8.0 8.0 5,84 12.43 437.64 442.00 58.'308 7.50 15 17.69 15.60 0.10 :3 24A Outfall 0.00 0.00 0.00 2.13 0,0. 8.1 5.81 12.3.8 432.00 .437.64 119.550 4.72 15 15.19 13.58 0.20 4 25 3 5.07 0.42, 2.13 2.13 8.0. 8.0 5.84 12.43 1 437.64 442,00 58.110 7.50 15 17.69 10.19 0.10 • 5 15 8.03 6.30 0.83 INDEX TITLE: E31 3 Storm Drain Calculations E31 NOTE: REFER TO HYDRAULIC/HYDROLOGICAL COMPUTATIONS FOR STORM DRAIN INLET CALCULATIONS SHEET NO: 32 OF 41 [DATE - 11/07/2014 Z --� Cq M w u - - r o O O O W _ Q 0 E---' 00 q O ~ � CD W �D w W w CD DOM. 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PROJECT NO:13.003 INDEX TITLE: E 3 r6l SHEET NO: 34 OF 41 DATE: 11/07/2014 1 1 �i BMP IMPERVIOUS AREA TREATED SF 1 64,628 2 91,500 3 87,700 4 24,900 5 22,880 6 61,030 7 100,940 8 37,200 Total 490,778 1"� PROPOSED IMPERVIOUS TREATMENT E34 NOTE: SHEETS E34 & E35 ARE PROVIDED TO SHOW THAT THE PROPOSED PLAN TREATS MORE IMPERVIOUS AREA THAN TREATED ON THE ZMA PLAN. SCALE:200 0 200 400 6 it c O ire ■_ E 0 0 �o 61 0 v MIC HERS No. 33028 ,-o sSlONAL A m cm W Y U W 2 V zz 0O A 5 m Q W A m 0 W z W CQ A o o D O cli C� qq qq � =W �W A i�.i J co p U z z A A A N A U 8 � INDEX TITLE: E34 SHEET NO: 35 OF 42 DATE: 11/07/2014 LLI E z gl,-41 oi qi I I W W w W � fel z O I� W N w w cn O � � 4 O 4 uj a � w DOM. PROJECT NO:13-003 INDEX TITLE: E34 SHEET NO: 35 OF 42 DATE: 11/07/2014 SWM IMPERVIOUS AREA TREATED SF 1 71,389 2 84,508 3 82,898 4 101,396 5 17,541 6 43,510 7 44,148 8 58,280 9 10 12,500 1,250 TOTAL 507,420 > 490,778 OK 1 IMPERVIOUS AREA TREATED E35 --- — 11 1 200 400 • 11 /1 IL MIC F. MYERS 9 L' 0.33028 �o�� N, sus � jONAL � w A � r m 0 Y U w U O W z O A m m W w A � W A r m 0 w z o c� Lo Lo w U A ca Okam LO 00 O 10 w cn C/I ca U) C) A = E m N N 0<4*- c 'L c > �mm E O m cr) .0 Q z /off N 0 V .-i c •- N R J_ IL MIC F. MYERS 9 L' 0.33028 �o�� N, sus � jONAL � w A � r m 0 Y U w U O W z O A m m W w A � W A r m 0 w z o c� Lo Lo w U A ca Okam LO 00 O 10 w cn C/I ca U) C) A INDEX TITLE: E35 SHEET NO: 36 OF 41 DATE: 11/07/2014 w Q z ciw zi .-i Cit Ch J_ � M W V 1 O V 1 O n 1� O � o I Q E--1 z Q w C> w0 a J� C:) w r� �Z) �W W w� DOM. PROJECT NO:13.003 INDEX TITLE: E35 SHEET NO: 36 OF 41 DATE: 11/07/2014 ZMA Postdelveloped Loading Contributing Watershed Area (Ac) T/ Impervious Total Ph Load RR % Final Ph Load BMP 1 9.57 14 3.84 65 1.34 BMP 2 40.04 9 11.96 40 7.18 BMP 3 10.22 13 3.89 65 1.36 BMP 4 4.85 12 1.75 65 0.61 BMP 5 2.98 8 0.83 65 0.29 BMP 6 13.66 10 4.36 65 1.53 BMP 7* 57.07 8 15.87 50 5.43 BMP 8 3.79 15 1.60 65 0.56 * BMP in series O O ZMA Undetained Loading Contributing Watershed Area (Ac) % Impervious Total Ph Load RR % Final Ph Load DA -1U 29.88 1 4.02 N/A 4.02 DA -2U 3.37 12 1.21 N/A 1.21 DA -3U 1.57 0 0.18 N/A 0.18 DA -6U .71.82 j 3 12.61 N/A 12.61 NOTE: THE PURPOSE OF THIS PLAN IS TO COMPUTE THE AMOUNT OF PHOSPHOROUS THAT LEFT THE SITE AT EACH POINT OF ANALYSIS ON THE 7_MA PLAN. THE COMPUTATIONS ON SHEET E38 INDICATE THAT THE PHOSPHOROUS LOAD AT EACH POINT OF ANALYSIS IS NOT EXCEEDED. ALSO REFER TO HYDRAULIC/HYDROLOGICAL COMPUTATIONS FOR ADDITIONAL INFORMATION. Outfall Contributing Watershed Final Ph Load :1 1= DA -1U 4.02 2 2 = BMP 1 + DA -2U 2.55 3 3 = BMP 2 + DA -3U 7.36 4 4= BMP 3 3.89 5 5=BMP5 0.83 E6 1 6 = BMP 4+5+6+7+8+ DA -6U 21.03 1/ - M - 0 �l/!l _. No. 33028 QONAL .� ZO -Z -E'-es m m R N N O lu p �L Gi cri is cryITOo V) "� 0 LLI L m •0) •c Ec O � A W Lu J 0 w - M - 0 �l/!l _. No. 33028 QONAL .� Z ZO m m m R A O LLI m Q z O � A Lu J w W N O U Y O U W O O � � W 2 EE -4 w V O c A r? w Q � m � Q O L -Q ~ � W OO E ---q 1-4 W A O W W m DOM. PROJECT NOJ 3.003 0 w z o 0 z c„ w u,, W, L o o cn O C12 J Z ZO m m m R O LLI Q z � A Lu J W N O U O U O U INDEX TITLE: SHEET NO: 37 OF 42 DATE: 11/07/2014 R LLI Q z Lu J W N O O � � W O EE -4 w o Q � � O L -Q ~ � O OO E ---q 1-4 W O W W _ DOM. 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F- � 1 0 W = >_ M a Ill z 0 U) w 0 INDEX TITLE: E 3'7 SHEET NO: 38 OF 41 DATE: 11/07/2014 ;:J --I CD Q --q ,I 17;� 1 WI P-1 C) �� 1-4 1_� Pr� C3 = E-4 (D i .,:4 o U)w��p__l ,:21 '--� M _:::� = '2-- Qq E-4 Q�:) W �_� P-41 p .... 4 Cz) M 1:14 E-4 (:L4 0 V3 V3 �� M =,-q w C) >_ = �E, E ---q = W W r:::) _<� C_13 �_4 w P-41 �� = � CD i ,.:�!0-4 co E-1 a O I w F- w � In 1: (0- PROJECTNO:13 .003 INDEX TITLE: E 3'7 SHEET NO: 38 OF 41 DATE: 11/07/2014 I g A so 100 "�Ilj "orl, 1, V ) it, oin of i \ � ...... . . . . . ,Moo V i Ta -z "vv,,"k !!tam. POSTDEVELOPED PEAK FLOWS TR -55 ��-:D 3U ----------- Aw CN 51' 5i V0 t c, 23.2 min I 9 A. 6 1 xz� 0 mil /A'g x" Be In Rea M1 5.19 Ac '--CN 7 isC 13.5 min r 71. Begin Reach C L .21 Ac, SWM4"' Svv IV13~' /� _ // ./'/\etc ;; ; \ , L t ,� 1 2.84AC 2.90 AC CN 71,�, 'tc 27.1 min.---. 6�32-3 min DA -6U 96.03 A ? 0 SwM 1 C .92 Ac__ J v v IVI-TCN 62 7-7 Z.- �.tc 21.0 Ii ._--- 77 - 1-4 �A mom P;11 Point of Anall 15 3 12.20 Ac� - / � n `�� \ � ' , � v �""i ,._-_ \ 2 \ oto �,y� �� t�� ;\ _ _ __ -`� � ,\ _ ,.lo - ` '' y ' r,. I ri A' nal 515 2 A/ DB, TO EX SWM (SEE WP02013-0002-2) Jj , N SwN 10.98 Ac 77� 6.17 oint i9f aIY515 4 TO EX SWM #2--_ 1 4 CN (SEE WP02013-00022) t 11.6 sTAE ROU Postcleveloped Loading ZMA POSTDEVELOPMENT NET CHANGE Total Ph Load PHOS FLOW** PHOS FLOW 19 FLOW 65 LOAD* Q2 (Cfs) Qio (Cfs) LOAD Q2 (Cfs) Qio (Cfs) -PHOS LOAD Q2 (Cfs) Q10 (Cfs) POA -1 402 2.89 22.43 3.44 -Z1 -3 2.47 19.19 -0.58 -0.42 -3.24 POA -2 2.55 - 0.59 --K -12- 4.79 - - -0.34 --b-- .49 - -0.42 -0.25 -4.30 POA -3 7.36 - 40.54 6.69 4.72 ---6.-3-4 31.5J5 -0.67 -0.40 -8-99 POA -4 ---6-�83--i-36--- 3.89 1.18 9.16 2-15 1.21 0.48 t7.37 -1.74 -0.84- -8.68- POA -5 0.92 --il) 7.71 0.52 3.19 : -7-0-31 I -0.17 -0.34 POA -6 21-03 9-9 230.90 19.73 78.16 227.41 1.30 3 -3-49 ��-:D 3U ----------- Aw CN 51' 5i V0 t c, 23.2 min I 9 A. 6 1 xz� 0 mil /A'g x" Be In Rea M1 5.19 Ac '--CN 7 isC 13.5 min r 71. Begin Reach C L .21 Ac, SWM4"' Svv IV13~' /� _ // ./'/\etc ;; ; \ , L t ,� 1 2.84AC 2.90 AC CN 71,�, 'tc 27.1 min.---. 6�32-3 min DA -6U 96.03 A ? 0 SwM 1 C .92 Ac__ J v v IVI-TCN 62 7-7 Z.- �.tc 21.0 Ii ._--- 77 - 1-4 �A mom P;11 Point of Anall 15 3 12.20 Ac� - / � n `�� \ � ' , � v �""i ,._-_ \ 2 \ oto �,y� �� t�� ;\ _ _ __ -`� � ,\ _ ,.lo - ` '' y ' r,. I ri A' nal 515 2 A/ DB, TO EX SWM (SEE WP02013-0002-2) Jj , N SwN 10.98 Ac 77� 6.17 oint i9f aIY515 4 TO EX SWM #2--_ 1 4 CN (SEE WP02013-00022) t 11.6 sTAE ROU Postcleveloped Loading SWM Area (Ac) % Impervious Total Ph Load RR % Final Ph Load SWM 1 12.20 19 6.15 65 2.15 SWIM 2 10.98 9 3.28 65 1.15 SWM 3 13.07 17 6.08 65 2.13 SWM 4 12.84 17 6.01 65 2.10 SWM 5 2.59 13 1.04 65 0.52 SWM 6 11.59 12 4.18 65 1.46 SWM 7 5.12 20 2.72 35 0.95 SWM 8 6.17 21 3.36 65 1.18 SWM 9 1.21 1 0.16 65 0.06 SWM 10 0.92 1 0.12 65 0.04 0 -IS TP EVELOPED DRAINAGE AREAS Postdeveloped Undetained Loading Retention Basin Ill Area (Ac) % Impervious Totall Ph Load RR % Final Ph Load DA -1U 25.57 1 ':t .#.--rA-rA N/A 3.44 DA -3U 34.15 1 4.59 N/A 4.59 DA -6U 96.03 2 14.89 N/A 14.89 SWM 1 Retention Basin Ill SWM 6 Retention Basin Ill SWIV12 Retention Basin Ill SWIM 7 Extended Detention 2 x WQV SWM 3 Retention Basin Ill SWIM 8 Bioretension 1" per impervious acre SWM 4 Retention Basin Ill SWIM 9 Bioretension 1" per impervious acre SWM 5 Bioretension 1" per impervious acre SWM 10 Bioretension 1" per impervious acre Outfall) Final Ph Load 1= DA -1U 3.44 2 SWM 3 2.13 3 = SWM 4, DA -3U 6.69 4 = SW MI 1 2.15 5=SWM 5 0.52 6 = SWM 216,,7,,8,91,10,, DA -6U 19.73 200 0 200 400 61 SCALE: 1 " = 200' ZMA Ph Load Compliant 4.02 y 2.55 y- 7.36 y 3.89 y 0.83 y 21.03 y P% V MIC F. MYERS > No. 33028 91VAL INDEX TITLE: SHEET NO: 39 OF 41 DATE: 11/07/2014 Lii - iLL, --NaTT,ii C:) F E.. C:) Q -'t F -i -i z w U) E--4 C) C) w � W E, E-4 C) F- C> W 3: DOM. PROJECT NO:13.003 U) LLI o 02 -C� 02 < CD C5 45 0 C/D C,2 rl rn Cn wwz INDEX TITLE: SHEET NO: 39 OF 41 DATE: 11/07/2014 Lii - iLL, --NaTT,ii C:) F E.. C:) Q -'t F -i -i w E--4 C) C) w � W E, E-4 C) F- C> W 3: DOM. PROJECT NO:13.003 INDEX TITLE: SHEET NO: 39 OF 41 DATE: 11/07/2014 v STREAM BUFFER DISTURBANCE: 3.7 AC MITIGATION AREA PROVIDED,ON WESTLAKE HILLS SUBDIVISION TO MEET THE MITIGATIPN REQUIREMENTS FOR THE Impact Areae 1: 8,088 SF \ WHITTINGTON SUBDIVISION. REFER 10 WPO 2015-00067 FOR Impact Area 2: 419 SF \ MITIGATION PLANTING DETAILS. / Impact Area 3: 7,444 SF 1 J Impact Area 4: 20,625 SF TM 89 PAR73F5 Impact Area, 5: 20,676 SF \ EEN LAND VERGREt / COMPANY j DB 3033 PC 269 Impact Areae'', 6: 11,807 SF \ ' ZONED :CARA ! TM 89 PAR 73F7 ' Impact Area 7: 7,591 S F \ USE: VANT EVERGREEN LAND t COMPANY 76,650 SF DB 3033 PC 269 / f - / TM 89 PAR 73F6 ;" f , t• ZONED: R9 \ i EVERGREEN LAND _:� \ \\ ` USE: VACANT MITIGATIONAREA REQUIRED _- - -- _.' - _ COMPANY -ice DB 3033 PG 269 ZONED: RA - \=\\~�:\\ I 2 x IMPACT AREA USE. VACANT \ \\ \\ 2 x 76,650 SF = 153,300 SF __... TM p 1Jl1�i11/�=_� =\�- _ _ /' I ) ��\ \\ \ \\ \\ \\\ \ \\ �.- EVE��REENLAND1�/;ia \>\� -- 1\ '\ 1 />-�� \`\\\ \\ \ \ \ \\ \\\:�\` \`\�\`� MITIGATION AREAS PROVIDED. \ / \ \ \ r DB 30MPANY -_ `-. -- ,./ /, /l I'•1'!I�II jl� II �/// /•-„,_='�; �\.\``'' `-,..:.-- .,,_ _ _ - - i - \ \ \ \ \ \ \ \ •• '/ ':%•. 33 / \ / NEDzss \ — �'. �//.�'.»J�;j/ll/j-� �\ :� \' / //i / I ' \ \\\ `' �_ i �\L\�\\/ \ USE: VACANT -` '- - __ _ -' II ` t '' l i' ” ' \ / \ �/ _ \ —__ //// /''i 1 \; _ \ /. 153 300 SF 3.52 AC _ - / / // // j 1 \\' / 1 ) 47,,63 �'�' \\ \ / , _ 1 q /I'Ij TM 89 PAR 73C6 • - - --- - % jJ,!'%%I i',l lj+i, i,'�'I�l(�l(��,'�;1\\\�\\\ - - \ \ \\, /T \ \ EVERGREEN LAND N O - - COMPANYX , wwo.aawro - //`rfl/'�j�11,111�',� �.-\\� \ 4� s �,,.\\ -- DB 3385 PC 08 - y _ I 6 \ -/ j \ � ED: RA _ - _. ---- 11 USE: VACANT -- - ---' - .- -fill if !,,/I/\\ - -' - _ -- _ - CFE .,,, •�✓ _ _ _-_ 'i. .— _ o- _- - _ TM 89 PAR 7305 EVERGREEN LAND COMPANY DB 3385 PC 608 ZONED: RA USE,' VACANT - _ _ _ _ _- _ - -- 1 - 00 .. r , _ J - /� \ _ r _ _ f _ - I j , 1 9� t ! ._- \ 4 \ . t1, \ __ .-- / \ a I 1 1 / - - :-- _ � £ � ,.�,(_�,r�, /,// \ `. - _. _ i— __ -' /ii.-. - - -_ �-.� \� \,,. - =,:--' ._••- `_. ^•/ / ;!,. - __ --'li-..-•` -%- y- - — _ - - _ / l / ! \ \ \ } 't / \. ! / , . 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'' r / l• i i \ �/1 \ ,j�94Qi4sles CN 75 1 :�S r• / .�-r=��• ! i ; / I ,t \ i /'' 4 \ WM _ _ _ .� Open ' - , /j0 SECTION 02 (cfs) V2 (ft/S) VALLOW (ft/s) H 14.38 3.91 5.00 1 23.53 4.03 5.00 1 2.95 2.88 5.00 K 3.13 1.71 5.00 L 26.93 3.81 5.00 M 78.16 4.53 5.00 N 78.16 4O 4.30 5,00 78.16 4.80 5.00 ©�1 STA E ROU YNCHBU RD. OLD 'EXISTING CULVERT SEE ADEQUATE CHANNEL ANALYSIS PLAN 03/15/11 FOR DETAILS HANNEL ANALYSIS , 71 ; EXISTING CULVERT SEE ADEQUATE - CHANNEL ANALYSIS PLAN 03/15/11 FOR DETAILS ®y. 100 -YR FLOODPLAIN 150 0 150 300 450 SCALE: 1... = 150' M > - �S o p cm E a;;mm _ N •� .� U E oW h H 4 44 \ ago 0 v e 6 PL U M F. MYERS 9 c 0.33028 O A m 0 Lu Y U w U Z z A A w A m 0 Lu Z z Lu o m `~ 02 02 0 O O O O C12 03 � W u.i U y A A O c A w W v] A v � � w z .4 Ci I M w L J V Z 1 0 a C/) O Z O �I E-4 W Q 0 Cr a w z C) E a H W �i w W _ co DOM. PROJECT NO:13.003 INDEX TITLE: E40 SHEET NO: 41 OF 41 DATE: 11/07/2014