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Home My WebLink AboutSUB200900004 Plan - Approved 2012-01-19®/ FINAL., ROAD & UTI ITY l �cl 93A1 1 4 �50 ''�,: ;4A 55C 50 55 57 ROSION DIM NT ONE I .33\a ° 93A1-426 STORA4WAT E MANAGE ENT FLANS ' i'. p F o `•�� ,,��v k< r�'�. �':,�o�� f J j r. 4 � 80-47 80-568 sir• E c c .F ��4. 80-49 79-29 80-56 GL NMOF SECTION T-2 „. % �c� 94-4 94-3 94-BA 4 PHASE2 ECTION S 5 ,., � 't. � SECTIONS 2 ;' �... ' : •..� `�r ,, L J �� r? Q SECTION (A COTTAGE SECTION) E� � �� . .. x � � ,�� : t SECTION S 1 93A4 7A V E E SHEET 3A FOR � ... �-,,� , >_ * *� � % D ` � :.�,;;': ' ' � S1� : � \ `-• 7B _ _.:4 {, SECTION 'xt S'. .Ytkh'tt M-r' �Sy'"' �. Q-2 10 CONSTRUCTION PHAS 1 N G �.� _ o 11A - AN ® N C3TE S _ n r • x ` � b 59 ' PRIVATE ROAD NOTE 61 � THE ROADS IN THIS . DEVELOPMENT ARE TO BE OWNED AND �w ,,,� > L `,� bx `, SECTION 4-2 MAINTAINED BY THE GLENMORE COMMUNITY ASSOCIATION AND ti ' , «.,{ - ( v �� 62 SITE DATA ARE NOT TO BE ACCEPTED INTO VDOT S SECONDARY ROAD SYSTEM. 4`'�%4 s3 - �4 ✓`� , t , s 93A4 G } r 64 iv i� .;� 65 LEGAL REFERENCE ZONING s3Asr 44 ,r , a mob. 67 95 TMP 94 PARCEL 1 PRD, IN ACCORDANCE WITH PROFFERS OF ZMA-90-19,' -93-19 ZMA-94=26, ZMA-96-28, ZMA-97-0(8, ZMA-99-16 `, `�$ r`' ` ' �, - 94 TMP 80 PARCEL 48 ZMA. DEVELOPMENT STANDARDS�`+;� zs �a AND. ZMA 06-015, APPROVED, ON OCTOBER 10, 2007. FOR / sd�c t r 93A4-:]224 '`' ��`../ 71 70 69 68�. op 93 MAGISTERIAL DISTRICT RESERVOIR WATERSHED R THE GLENMORE PRD -92 SCOTTSVILLE MAGISTERIAL DISTRICT - - PER ZMA 2006 015, APPROVED. OCTOBER, 10, 2007 I• � ¢' ' �� s� 3 �,x ` "' �`" � �'� .,•�' THIS SITE DOES NOT LIE WITHIN µ A RESERVOIR WATERSHED..'.:�' 72 ' s1 / ;�.`; '�' . +' , z ' l £f ^' err 73 77 78 �rrer11 SOURCE OF TITLE. All current and future development within Glenmore shall conform to the following standards: ;' a8i ,.' ; �. 74 DEED ty PLAT)" - FORESTAL DISTRICT D.B. 352E p'.' 593 ( i. Setbacks for residenaial uses shall be: ^ «. 79 THIS SITE DOES NOT LI E WITHIN AN .. ; w� `f &.i 93A5 1 t s� 75 80 81 82 a. Front Yard; Depth of front yard:shaIl be no less than twenty-five (25) feet except, OWNER AGRICULTURAL` FORESTAL DISTRICT t e front yard be reduced to ten feet. j GLENMORE ASSOCIATES LIMITED PARTNERSHIP in cottage sec ions where the a ma (10) et. �C M SETBACKSs� �S w,.« o'F�<r 84 ' r" ° '� P $ 83 94-16 P.O. BOX 7623 b. Side Yard*';,Depth of side yard shall be no less than fifteen (15) feet, except in AA-0- ,w«.,= �� >�ti 15 CHARLOTTESVILLE, VA 22906 SEE "DEVELOPMENT STANDARDS" THIS SHEET cottage sections where the depth of the side yard shall be no less than -� +�93A2-1A (COTTAGE SECTION) three (3) feet. �, `)'R(�?viA5 GATE PLAN PREPARER . I -It o, l443D ICxY01M ,way.0 /,' s,;;q ,`� a• ti' �� c. Corner Side Yards: Depth of side yards located adjacent to common open space ROUDABUSH, GALE AND ASSOC., INC. SOURCE OF T'O shall be no less than of fifteen (15) feet:'c The depth of side yards located Tax Map: CONTACT PERSON: NATHAN MORRIS adjacent to a road right of way shall' be: no; less than of seven and one half (7.5) p'.� Albemarle County 093A4 Louisa Aerial Surveys, Inc. feet from the edge of: right of way. n° ''°� P.O: Box 430 BENCHMARK Mineral, Va. 23117Nate: Th; maplafrdap,ay pu posat aA'y Ph: (540) 967-1499 d. Reap Yard:,,':.Depth of rear yards shall be no less than,twenty (20) feet;, except where rd=rb�s�and,a,o�ianrnooa. Glenmore .Saef4 Book MWr6onlot addhknal'details. P.K. NAIL IN 18" SYCAMORE LOCATED common open space;or the golf course where it shall then °�' the rear Ibt line abuts co AT THE SOUTHEAST CORNER OF THE Date of Photography: 01/27/06 be no less than ten (10) feet. SITE, 80' EAST OF SANITARY MH 1 Date of Compilatin,,t: 02/28/06 (SEE SHEET 4). ELEVATION _ 310.16 2. Residential Lot Guidelines: VICINITY MAP U.S.G.S. DATUM DOES NOT APPLY. TO THIS SECTION b. Lots shall have a minimum of 50 feet of frontage, except for i. Cul-de-sac lots where the minimum frontage shall be 35 feet; or, i i . Lots. that do not front on a road or street: shall be accessedi with AREA SUMMARY NOTES TO APPEAR ON FINAL PLAT a private access; easement. 4 c. Flag Lots shall be permitted. 1. THE DEVELOPER RESERVES A 10' UTILITY AND/OR DRAINAGE EASEMENT 3. The maximum building height shall be 35 feet. TOTAL S5 AAEA 32.568 Ac. ALONG ALL FRONT LOT LINES, 10.' ALONG ALL REAR LOT LINES AND 3' ALONG ALL SIDE .LOT LINES. - � - 4. Open space linkagesshall be at least thirty (30) feet wide. M BUFFER MITIGATION NOTE: AREA IN LOTS - 15.153 Ac. S ALL THOSE WATER AND SEWER EASEMENTS STREAM 2. THE: DEVELOPER RESERVE • THAT WILL BE REQUIRED BY A.C.S.A, IN ORDER TO ASSUME THE 5. No uses shall be permitted except for irrigation purposes which would use aniy water or sewer THIS PLAN HAS ONE AREA OF STREAM BUFFER DISTURBANCE WHICH IS SHOWN AT AREA IN R/W - 3.600 Ac. MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES.THESE EASEMENTS system other than the Albemarle County public water or sewer system unless approved by the THE BOTTOM OF SHEET 4 ALONG CARROLL CREEK AND IS AN AREA OF NECESSARY WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED. APPROXIMATE Albemarle County Service Authority and Thomas Jefferson Health District, STREAM BUFFER DISTURBANCE RELATIVE TO SANITARY SEWER CONSTRUCTION AND SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON. IS NOT AN AREA WHICH REQUIRES MITIGATION PER SEC. 17-319 OF THE AREA IN OPEN SPACE - 13.815 Ac. ALBEMARLE COUNTY CODE. 3, THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. SHOULD ANY STORM �/ LINE OR DRAINAGE STRUCTURE BE BUILT SIGNIFICANTLY DIFFERENT SHEET INDEi�C`� O, 000 AC. FROM THE PROPOSED ALIGNMENT SHOWN HEREON, THE -NEW EASEMENT ! thie ��4 marle County, ALIGNMENT SHALL BE RE -PLATTED. C�'iC:�1�3!$'@4~II�3ty �}OUOld1il1'iGi1t Department, 4. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE. ROAD & UTILITY PLAN EROSION & SEDIMENT CONTROL & l3r4to J 5. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR STORMWATER MANAGEMENT PLANt1BU.� ZGG CUf9(}-� VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY SHEET 1-------- COVER SHEET AGREES, REGARDLESS OF THE SALE OF ANY LOT. SHEET 14-------- E & SC & SWM COVER SHEET 6. THE PRIVATE ROAD RIGHT-OF-WAY AND OPEN SPACE SHALL BE OWNED AND ROAD &UTILITY PLAN LEGEND MAINTAINED BY THE GLENMORE COMMUNITY ASSOCIATION. SHEET 2. --- - TYPICAL SECTIONS, CONST. NOTES & DETAILS 7. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, 'SANITARY -- SHEET 15 -------- E & SC SOILS & EXIST. CONDITIONS MAP AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION SHEET 3, - --- . OVERVIEW SHEET OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE, — — — -- — — REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACE. SHEET 16-------- TRAP & BASIN DRAINAGE AREAS PROPOSED SANITARY SEWER -s e----S--- 8. ONLY ONE DWELLING UNIT PER LOT, SHEET 3A -��-' PHASE 1 GRADING & OVERALL PHASING PLAN 20 EASEMENT 9. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER, SHEET 17 -------- E & SC PLAN 10, SUBJECT PROPERTY APPEARS TO LIE IN FLOOD INSURANCE RATE MAP ZONES `SHEET 4 --.--- GRADING $UTILITY PLAN PROPOSED STORM SEWER X (AREAS DETERMINED TO BE OUTSIDE THE 0.2%-'ANNUAL CHANCE FLOODPLAIN) S 1 8------- E PLAN & 20 EASEMENT ,AND ZONE A ( THE 1% CHANCE FLOOD ALSO KNOWN AS THE' IOO-YEAR FLOOD) SHEET - & SC ,- AS' SHOWN ON COMMUNITY PANEL NUMBERS 510006 0295 D,. 510006 0325 D. SHEET 5---�---- GRADING & UTILITY PLAN w •• PROPOSED WATERLINE 510006 0450 D AND 510006 0475 D. EFFECTIVE DATE: FEBRUARY 4, 2005. µ. SHEET 19-------- E & SC SEDIMENT TRAP DETAILS 11. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. SHEET 6 , ---' `-" FERNDOWN LANE PLAN &PROFILE o--- PROPOSED WATER METER SC SEDIMENT BASIN DETAILS — -- 12. EACH LOT SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE. " — - LATERAL G 10 PRIVATE EASEMENT SHEET 20 - - �'.,�_ PROPOSED SANITARY SEWER REQUIREMENTS OF SECTION 4.2.2.2 (18-52o) . SHEET 7 -- ROAD 'A' PLAN & PROFILE --- --M-- 13. THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY SHEET 21 -----= E & SC DETAILS l00' STREAM BUFFER PERFORMED BY THIS OFFICE ON OCTOBER 3, 2006. SHEET S SANITARY SEWER PROFILES MH'S 1 THRU 111 - LIMITS OF FLOODPLAIN 14. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. E------- EQUESTRIA / ALKING TRAIL c,:,;,-,c,:,:,- �: N W ` SHEET 22 SWM DRAINAGE AREAS THOSE SHOWN HEREON MAY EXIST. HEET 9 ---'- SANITARY SEWER PROFILES MH'S 12 THRUM 23 OVERVIEW & DETAIL 15. UTILITIES AND EASEMENTS OTHER THAN H S S ,.:,,.,;:,, ..,•:., . UNLESS OTHERWISE NOTED. --.— E SET NLE INDIC ATES 0 B ;�.;;,:.;:.�•,,:;r;z:<:.:<.,- 25% SLOPE OR GREATER THE EASEMENT CORNERS. NO 'IRONS ARE TO BE SET AT _--_.._ __._____ �� -�'•- �' - SHEET 10 STORM PROFILES SHEET 23 SWM PLAN BIOFILTER DETAILS , ,:.,...:<>�... 17. THE PRIVATE ROAD RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED �..: \ }" AS NONEXCLUSIVE WATERLINE AND SANITARY SEWER EASEMENTS TO THE — — — -- — — SETBACK LINE ALBEMARLE COUNTY SERVICE AUTHORITY. SHEET 11 ------ OFFSITE STORM '& SEWER PLAN & PROFILE SHEET 24--------- SWM PLAN BIOFILTER DETAILS 18. ZMA-06-15 ALLOWS FOR UP TO 43 SINGLE FAMILY UNITS TO BE PLACED ON THIS PROPERTY IN ADDITION TO THE 813 AUTHORIZED BY. ZMA-99-16, SHEET 12 A.C.S.A. WATER & SEWER DETAILS SHEET 13 ------ STREET SIGN PLAN Q:INMORRISITMPROJ\387-UVENQOOD\GLEN-W PHASED \1 s Ua pa 0 "W Nco cc W U � ov so LL ® CL Z UJ z � z o 'Lou LO O viU._ W o () "4 UJ oti W Q. W rn Z (09r �W W = IL REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 9 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE DULY 28, 2008 l� 06(b U) O5z Q. O �zz U 15JOW W W 7 D I... W 5 06ze9 eve wQ W O2z 0) 0 � W J J W �� z< O u.pcp O� ®� C cc w W� FILE NUMBER 387 SHEET 1 / 24 4.�r DETAIL 'A' PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT .REA WITH NO DEFINED :HANNEL L a 0%-> d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER ado (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW dr -- L a 0 9 --s d SECTION A -A Tf FILTER CLOTH KEY IN e"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. RIGHT-OF-WAY AND PAVEMENT RADII AND WIDTHS R=45 ' R=45 , �: Y%l}%��l��f ufJ �i.. t%:f�:!'ii�f'yff�j✓li: f'r Y%�i{v�!y, f. yam':7.:vi Y':J ''17ti%{ti �T f .. Y.::. •.. :+•f�i.+r:: f.. . E.P. i, •t?{', .•/ :: r.}•fj%.>f,+fS.'i{ y •f.H:f.'•�:•r .,/{{•Yif:9'1,/':G!{ t,`S 'Y:;.,Y/.+:',•. ... +.;•,... /:/i•{, •+y :-.!{.Y:>f:;>::>«rr}:<:: ' :>i,,:,., -,a 'J ., , :{,.:r :+,,:r • . r'%f � a:..:. y r,: f<. , f... �'::4f'l•-'.fir. ..1.. . J . � .1: '+: !•Y�'f-' f..... �! "i!%:Y fir,.. r %f Zfi , r,/,. ;: .:4. '+%.Y'r:+J/.•/'.t:+i:r/ :f +ir/:{ir,. yr%.,,, �f{�%.,. ,r.} .Gf'J,f Y:6{{4{f/.�::%{/.l?,.:.{�r N f.• J : r/4 f• +�..'.J:' ••:.;.�.,yr,/.: r{, :,, ..{1.+:/;:: tH';F��.,: {f: f+Y, :.l yJ'fi '`":" •}''/!.. .K}:::,`%,Y ., �`.T.;-:,f:{;,...Y�::^.tt{.r•;•f:'f!,':•-9rf':y}'',:f<..rrYy:'.: , .:t'� %: ��.��: %/{:j}yt--: •. it /r.,�fi; ��• r:,4. Yt iY .�,r, f....1 •,!r .r: r�/fl :,::.:. /..;r.!+.S".r ..u:rij,i!.,{.9/,y: ,7::?Y.•::�;Y +'1,y.1; .. {137:r : ^;i:>{„l..rt�',f�.i{//r�> f w, . �,. {..ti {r..:.xY ,....f{,-r{f.+•; : rr. r .: ::r-•. ,% /.-.,,,/.., vr.:,/ : •: �+./,;n} f . /. /,,.d.,, ^�' ':) :'' -,t ;:; .y. t%•v,+...lY.-•n-'{+' (: u./:ir +r-n::: f4, r R=50, rJ.v. f /v'fv'%}j-: fv%1'%. v1t "'f ii}i! i>`:��,.!.: }�l,/.•:{if�Q{'r.�::Ffl�%J •�"�`�'/.': rr f�N1.'•`'2:-/�/�}�y,I;;�+ �%: xil.�•!Y :. y. fir,. 'I{:{Jj{n��J'•ff% . Y PIPE OUTFALL 010 La W d50 d (cfs) (ft) (ft) (inches) (inches) * �3 18"RCP 8.0 6 7.5 6 12 X 7Q 15"RCP 5.3 6 4 6 12 *A 18"RCP @ POND 10.8 6 4 6 12 LOT LINE 10/11-S3 .X A 15"RCP 0.9 2 1.5 6 8 *x 1A 30"RCP 23.1 14 16.5 6 12 BASED ON PLATE 3.18.4 (MAXIMUM TAILWATER CONDITION) N*BASED ON PLATE 3.18.3 (MINIMUM TAILWATER CONDITION) PROVIDE OUTLET PROTECTION PER OETAIL'A' AT 0.0% SLOPE TO THE DIMENSIONS NOTED'ABOVE, UNLESS OTHERWISE NOTED. IN AREAS WHERE PIPES OUTFALL ONTO SLOPES THIS MAY BE ACHIEVED BY EITHER EXTENDING THE RIP RAP TO A FLATTER AREA AT THE TOE OF THE SLOPE OR BY GRADING. PAVEMENT SPECIFICATIONS r 0MZ,IW_1LN,1t 20 M. P. H. DESIGN SPEED SUBBASE 8" AGGREGATE (21A) SURFACE 2". SM-9.5 ROAD W SPEED 24 M.P.H. DESIGN S P. SUBBASE 6" AGGREGATE (21A) SURFACE 2'' SM-9.5 WALKING PATH SUBBASE 4" AGGREGATE (21A) SURFACE 2".SM-9'.5 EQUESTRIAN/WALKING TR AIL L EQUESTRIAN/WALKING TRAILS`''SHALL BE CONSTRUCTED TO THE "PRIMATIVE TRAIL " STANDARD AS SHOWN IN THE D.S.M., PLAN NOTES * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL UTILITIES, X UTILITIES AND/OR EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. * THE TOPOGRAPHY SHOWN HEREON IS ACCURATE TO 1/2 THE CONTOUR INTERVAL. TOPOGRAPHY IN WOODED AREAS MAY NOT CONFORM. UNDERGROUND UTILITY CONSTRUCTION Underground utility lines shall be installed in accordance with the following standards, in addition to other applicable criteria: A. No more than 500 linear feet of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. D. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and to promote stabilization. E. Restabilization shall be accomplished in accordance with these regulations F. Applicable safety regulations shall be complied with. DIVERSION DITCH TYPICAL SECTION MAINTENANCE NOTE: BEFORE FINAL STABILIZATION, THE DIVERSION SHOULD BE INSPECTED AFTER EVERY RAINFALL AND AT LEAST ONCE EVERY TWO WEEKS. SEDIMENT SHALL BE REMOVED FROM THE CHANNEL AND REPAIRS MADE AS NECESSARY. SEEDED AREAS WHICH FAIL TO ESTABLISH A VEGETATIVE COVER SHALL BE RESEEDED AS NECESSARY WITH THE HELP OF EC-2 MATTTING. GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevation shown in National Geodetic Survey, 5. The contractor shall be resposible for notifing "Miss Utiltity" (1-800-552-7001) 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. SEE SHEET 12 FOR A.C.S.A. WATER & SEWER DETAILS ALSEMARLE COUNTY FINAL PLAN NOTES GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to a,-y clearing, grading or other construction, 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manuel for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must com ly with OSHA Standards for the Construction Industry (29 CFR Part 1926r GENERAL CONSTRUCTION NOTES FOR STREETS 1. Construction inspection of all proposed roads within the development will -he made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. TYPICAL SECTIONS 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. a FERNDOWN LANE & ROAD W subgrade soil CBR of 10 or greater is not obtainable, a revised pavement ement design shall. be made by the design engineer and submitted with the test CUT SECTION WITH FILL SECTION WITH results for approval. R/W 5- PEDESTRIAN PATH & PEDESTRIAN PATH R/W 3. Surface drai.nage and pipe discharge must be retained within the public right-of-ways or within easements prior to acceptance by the County. All 6 0' drainage outfall easements are to be extended to a boundary line or a natural watercourse. i 30' 30' I 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction.ona Additional � I 5' 1 B 5' guardrail may be required at locations not shown when, in the 1 PATH 4.5' 4.5' 4'I 9' 9' 15' PATH I opinion of the County Engineer, or designee, it is deemed necessary. When -1 SyF�2. '�qf2' _1+ guardrail is required, it shall be installed four (4) feet offset from the '1 �` edge of pavement to the face of guardrail, and roadway shoulder widths BF�19,�A 1 1/4" 1 1/4" 1 I shall be increased to seven (7) feet. �' 1 9 :s:+fl.i'':cll.;.: 5. Where 1/4 1 - h urban cross sections are installed, all residential driveway - 1 " en trances c n a e s r n s sh all 11 con form to .� rm VDOT CG 1" 1 T 9 B o '�:��:'�::•�..��.fyf:::.t.f::.�.��:'��.�:�:;).(f:. 4.�:vi•::;€�'�:��..1�'v��.�..'I��::•,.�'•:�•;:r::�•.,�..�.�'::;:f.. •.� ,�". ,�. A r C :1 4' 1' .: i. .•.ice ,:ir�..i:•"./ '••1 1 " %1 _ q t.I �, r� :��.' ; `�:•v:�i .'.,. :•• �' ,'�;•...�:•� : ��'•+:f ..€ • , �. .f �•. ��': Where rural r a 1 �•r•'��:��;•v'.1�,(. �'`):�'�`'•�. �:. .� .,t�.,.�.� ,� ..� �•:, _ cross sections are installed, all residential driveway entrances 'pi:.';�� y�I �.':�r.{i{f:.�:•`:1k4:::'��.•>�ii+.�.�-�i•.�.•. :�Lf•.{I�;`:�•"•::rL��: '.;�•�::f•t::43f-�i:'y�:'•3d�1.i':•,...S�.{E.•+c�i%.;.it�l'..:: �'•%�#i'3��::..,3S 'v..f3b.• .. ,33•.�•`':��b....4.1;:.. �.f .�S�..r�...af'.%.:, 1.�'; •..1s:. ent a ces shall conform nform to VDOT stan dard PE-1. :%:.:�ti:i:--@Iy: ::- SEE PLAN SHEETS FOR PATH LOCATIONS. I 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be 2 :1 SLOPE NOTE: strictly adhered to. 2 :i OLOPES MAY BE USED AS SHOWN ON SHEETS 4 & 5 ALONG FERNDOWN LANE IN FROINT OF LOTS 29 THRU 32. IF USED 2 :1 SLOPES SHALL BE LANDSCAPED IN B. Road plan approval for subdivisions is subject to final subdivision plat ACCORDANCE WITH ALBEMARLE COUNTY REOUIREMENTS. validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia CUT/FILL SECTIONS WITH NO PATHS Manual for uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. R/W R/W 10. Traffic control or other regulatory signs or barricades shall be installed 6 0' by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the 30' 30' design speed, or as determined by VOOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the 4.5' 4.5' 4' 9' 9' 4'* subbase material at all cut and fill transitions and grade sag points as 2shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or Count ins ections. e '.t 9 Th video ff :.. Y P _ inspection _ _ n ectio sh all all e €'..{ ��€�`•l� h conducted i _ :'1M n n accordance h DOT's video camera Mr I :t.'�.�:�: ,�:;' �• � inspection n procedure and with a VDOT or County inspector present. TIi ' •1 " i q �1 •ti: � L a I :: "-{ .�1 •�•l.,t3••i•-��•h.F.3''--i.,,:�:im�:•�'`�+`•'�•''.••. ''.�5��:.F r. 'v��c �.��3. .i x INCREASE SHOULDER WITH 3' WITH GUARDRAIL ~• d :'rt•• : rrCY.: `C%Y'•')" +::C)"(::: •n'� %� ::::trC •. %r:•• • Yrc : r:o: w:T'r`h: »�'1.:.:: %o.: irttii.::'Yti:ir + THO�{AS GALE 1 Li,;, No.1443B NOTE: GUARDRAIL LOCATIONS WILL BE DETERMINED BY 04 INSPECTION WHILE ROAD GRADING TAKES PLACE. SU-j 0:\NMORRIS\TMPROJ\387-UVENGOOD\GLEN-UV PHASED UW a U) � O �. Uj C J O Z 0 N a 1 � Q CL 0° �Lj w � @� cc � OU ?o 4, Z J z �C o W 001 W In 6� OrZ I N Qj 0 (1) w� oCC ur vJw UL V N o w oti w a. w ? Q� rnW Z o C)j a- I� REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING & A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 J L c Z Z O gOw R� (_ ®Z O W a a� > cv I _V ®z W � W � �O Q 06 (1) Ill �Q =Z oc wor�W It V P m cc ®J CLO 2 Z ZL W F_ () t'3 Z O FILE NUMBER 387 SHEET 2/24 a w 0 cc s. N (_ _� NQ Q= CL 0 cc � w ac Ua U p � 0U ?o 41 � �� JZ > -J Z 0� W 2 Q UQ �w G CC C NNOX U�- UN CC0> po W 4c cc o rz w O a REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE 1 " = 100' CONTOUR INTERVAL 2 FEET co OZ 0 CL W s W Z W� 3 a w z (006. 0 < 0 „� w cc �Q > .0 X w ca cc J ®< > 2z 0 Z� W J Q) FILE NUMBER 387 SHEET 3/24 Pv 4t.- - - --- wm \ RAW_.COLEMAN y „„.T1�P 79-26 D. B "'139,-426 �. 455 DONAL-0" IGGIN w.„ "'••,,, ''�, ''` '\._\,, D.B. 103,p.'Os `,,,x,., `"''` ^.,.,, `\° °~`'" - , ' `"'-r'ua•.._"', ..r., :.tom � t .�< < < _"_-__"_•-__•---� » / ~•`•„ M`"`• '``',.. -C s,y 7 J \ ! -f � SE D 0 e ; "�R A•^AE RVE F <- <r< EMERGENCY ACC'y�S \ i `.X w dND ..UTUR& ROAD" Alrl3 "' e t i i r << X <XXX< ` :., WA 7 L\I�JE CONNECTION 21 �; <<� < <• ,.......... . z \ \ \ 3 L '4 2 y r LOT �72 A 1 \j 1 1 \ l tl y `LOTS\ 16 t i ..... i \ p�.r \ i tt ' LOT ;t f 1 I Ij y L T 1�i \, s LO ,,\ ' I " - , / / Nos ,, "^w "•• T 24 - r II 1 OT 40 �1 �- 12 ••-yI 4{20 t t y fl �y� Ily ,....•., \ .'\! ,, •""•♦, »-f Q/ -•- '4n' "a \N 41 1 -_`'°."'"wc �f l , •.•�-", , \ \7` ,S \, -.•.,, ,. .r � �, r, „ `'^•,,, •'•,,, 'wee Aooi+,- N � r i ; \ 1 / / ! ` 1 T 26 r`• ✓ / J 1 i ; \ : r t ! \ I w \ I LOT 8 ! \ - , I I ✓ �•- 10 27 ,J 1 \ \ r r / / / r' / 1 / t ! > 1 I \ \ ! r 1 rn• J ) / •. JJ / 1 # ,\ ! 1 L ,-- T O f ! r SE ✓ f r \ } ,\ �#' i • •,,,,•'•- 'ter ! /" i ; � ti;\ ,<',•✓i �, r 1 I L / / J ,• f I ! 1 _ I f J bT 1 1 f p�LO / I t ` ! t WETLANDS` AREA I { ', \, `\ \ ' AMAIN uNDI TUR f i i 1 II L LQT 3 \.\LOT JJ 6 1 A I t t 4 SECTION S3 GLENMOPE ORIG. S LOT CONSTRUCTION PHASING NOTES: `;, EROSION CONTROL & STORMWATER MANAGEMENT EROSION CONTROL AND STORMWATER MANAGEMENT MEASURES FOR THE ENTIRE SITE �y ARE TO BE INCLUDED IN PHASE 1. THE TIMING OF THE CONSTRUCTION OF THE BASINS AND TARPS IS OUTLINED BELOW,T E E OS 0 CONTROL OFFICE N R I N R si HAS THE FINAL AUTHORITY TO DETERMIE THE TIMING FOR ALL EROSION CONTROL AND STORMWATER MANAGEMENT MEASURES. PRIOR TO THE BEGINNING OF CONSTRUCTION ON PHASES 2, 3, AND 4, EXISTING EROSION CONTROL AND SWM MEASURES APE TO BE INSPECTED WITH THE EROSION CONTROL OFFICER. ANY REQUIRED MAINTENANCE, REPAIRS OR MODIFICATIONS ARE TO BE COMPLETED PRIDR TO BEGINNING ANY NEW EARTH DISTURBING ACTIVITY. PHASE 1 WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND GRADING REQUIRED TO BRING LOTS 1, 2, AND 33 THRU 43 ONLINE. " SURPLUS DIRT REMOVED FROM LOTS 33 THRU 43 WILL BE PLACED ON LOTS 2 THRU 8 AS SHOWN ON THIS SHEET. FERNDOWN LANE AND ROAD 'A' WILL NOT BE BUILT AS PART OF PHASE 1. SILT TRAPS (ST) 1, 4, 5, AND SEDIMENT BASIN (SB) i WILL BE CONSTRUCTED AS PART OF PHASE 1. = ROAD, WATER, SANITARY SEWER, AND STORM SEWER ITEMS TO BE INCLUDED IN " PHASE 1 ARE IDENTIFIED ON THE PLAN AND PROFILE SHEETS. PHASE 2 „ WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND FINAL GRADING REQUIRED TO BRING LOTS 3 THRU 8 AND LOTS 29 THRU 32 ON LINE, FEANDOWN LANE WILL BE CONSTRUCTED TO THE FIRST INTERSECTION WITH ROAD 'A'. THIS INTERSECTION WILL BE USED AS A TEMPORARY TURN -A -ROUND. ST-1 AND SB-i WHICH WERE CONSTRUCTED WITH PHASE 1, SHALL BE CONVERTED TO PERMANENT BIOFILTEAS UPON STABALIZATION OF PHASE 2 AND WITH THE PERMISSION OF THE EROSION CONTROL OFFICIAL. ROAD, WATER, SANITARY SEWER, AND STORM SEWER ITEMS TO BE INCLUDED IN PHASE 2'APE IDENTIFIED ON THE PLAN AND PROFILE SHEETS. PHASE 3 WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND GRADING REQUIRED TO BRING LOTS 20 THRU 28 ONLINE. SURPLUS°DIRT REMOVED FROM LOTS 24 THRU 28 WILL BE USED FOR FILL MATERIAL ON LOT 9 AND THE CULVERT CROSSING ADJACENT TO LOT 9• FERNDOWN LANE WILL BE CONSTRUCTED FROM THE FIRST INTERSECTION WITH ROAD �'. TO' THE. C. D. S. SILT TRAPS ST 2 AND 6 WILL BE CONSTRUCTED AS PART OF PHASE 3. ROAD WATER SANITARY AN TARP SEWER AND STORM SEE ITEMS 0 INCLUDED. IN !� RM . SEWER TEM T BE PHASE 3'ARE IDENTIFIED ON THE PLAN'AND PROFILE SHEETS. l PHASE, 4 I WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND GRADING REQUIRED T0 BRING LOTS 9 THRU 19 ON LINE. ALL OF ROAD A WILL BECONSTRUCTED. C NSTAUCTED. SILT TRAP (ST) '3 WILL BE CONSTRUCTED AS PART OF PHASE 4. f, r • ST-2 CONSTRUCTED TED WITH PHASE 3, AND ST 3 SHALL BE CONVERTED TO PERMANENT BIOFCOILTERS UPON STABALIZATION OF PHASE 4 AND WITH THE PERMISSION OF THE EROSION CONTROL OFFICIAL. ROAD, WATER, SANITARY SEWER, AND STORM SEWER ITEMS TO B17 INCLUDED IN PHASE 4 ARE IDENTIFIED ON THE PLAN AND PROFILE SHEETS. •,/ GENERAL PHASING H NG NOTES i PEDESTRIAN PATHS AND EQUESTRIAN/WALKING TRAILS FOR EACH PHASE SHALL BE CONSTRUCTED TO THE NEXT PHASE LINE, f' LOT 33 f 1 5 '+....,..,✓"'..,., , ✓✓' ) it /�, � J ,! / ,,' ! ! t � ,� , s N.� ! ! l a"`a"r.a+,acw .,., iO-,✓,r''''•', »r l '' /' ! i j %r , , / , f LOT• WETLAN REMAIN UNDI ' 1 S , •>•`' -� i f » K,J• ` ef MtA%gr OARK f'"P 1T !8 MD I FOSTER c' ! ! ! 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'\,,,`'�^^ ,' •, � •\ \ \ y 1 i TMP"'°�9�9" � '\�' l ' : .--•'.. `,,, `' ,�,<„ " ,, ',.. `'., '� ,,t •`•, `�.,, `� '� i i , \ i i.� 1 i MARi..COLEMAN`� !✓✓ ti, \, �� ,l ,, \ `\, �'a ; ` \ ; i } " \` ,\ € { �' 1 f : �426• --, TVP 79-26 D.B. 544"" r w, q \. ,�\ ,, �. '` : t I I \ \ \ �: -. ✓ # �rDONALD"RIGGIN D. 8`439. 455 fJ » ,ti \ l,' "" �w,r,,,v ,A ``. �• t ; \ t \• \. °� ""�'w i 4 \ 2 w "�,. c `•• ��,A D.B. 103.1 9 ,..»,»,»- ,.� ..,�• >, '. •\ \ , : ', ; , \ w _ _ \ y Q tea• ---- i \ \ 2 c' t `n @ t t y SS 7 < `1 << t \ \\ y s t o y 7+A A• RESERVED FOR i \ t i i t t -) <<< , i t :..,�� ! EMERGENDY ACG'E S ii -..AND fUj U ROAbAh10 ' "� ! J ! i t i' i i 1 i } t i •, <<<< ` . WATER JE CONNECTION I t � t <<<<�<��' `\ ��....;/ ,✓� r ,� t � i ' 1 � art ads' � �OC.Tkt �\'•-\�--, ✓•, I �� j/ i � \ t< <<4`<< ��, \•\ `''.,,," " ,w_.-.,•...,.. 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A „ ; 'f � f f �.��- f, f f jf .,,ti• ♦, ;� `� ,• <��f S'' '� % r � ,%, � ,9 � % ,1/' 1 i 3,,j J �} LOT ! i 1 I y rf ! i ! # 1' LOT 27 I ` f� � ! ! t ''! .9 \ I l ! ♦ r L•l—_i 1 \ 1 t ! L l } T 7 LOT 2 ., ' :.�:� �. �., •'� i ` , ! ON S R I r r •�' ',! • � �_ . t \ ';., : ni :'�` �� / / ��! , L r f � r : ' tJ J -� : - y ! J///• ..lG 1%f'' :- /J"' �.r' } 0 1 t ! y LOT 36 HA. �� — p I, � ! � set \ I ;'� ,u•,"�" _ "``,.,., ... -/ % !' /•,/ / ow w'•-•� ".� � i � ..rr' f--``" r ,•...� II LO jLO� 7 II ` t 1� } ` ` �' - - \.• r' / / r it .r % j �/ J� PL,AR .`.'...::w..».....-. _:.:. �: 17 ' i j i \ Kfi y` \� Abe s w� �`1 {�CLANDSiAREA T /I i!/ `'� ✓ f✓ / D. jA1.1 19 f I' \ i � i i I� .I' �'~r' '\ �, `�OY`l'��7 � 4 faEMAIN:dNDI,�TUR / � �r' ��j ,,-�,J'�'% •�j � � 4 � .. li I L I L T 3j I \ \ } �' ; ! ! ! �/ %✓'✓,✓ / /,� _,o�" �/ 7 l� I' ` \ � �\� �,. S 2 / 'Jl f # f�f f f , , /,//' �� ' i.r � f •/ s'° ,-• r f.•�' .1 6 1 jt I L.;, 1 / /,c} ' ! I J ' j1 j/ j/ j d J' ✓ JJ r \ 1 I ::2,1' .\ ,� � T ✓ ! ,, l � I ' f 1 , ?' { f ! J ! I J'/ f -.-r'' r.. �r i ` � { y . \ ; �\ .\ \ \\ \�\ . �: \\ � . rrr�"' � J i ; , I I , (, J ! ! < ,J'' • LOT 33 ! E OT a r t / i r ! ) r ! I r, J•%.�'f 't ! � r .i•/ � % ; j>r' ! J J � ! '� i � f ? # {( f � ( � f ', ./ � ,� < i•,.l � ♦ r ✓'" .r' j j•� , / rJ 1 = {f t �' f ! r ;� r.f r .! ..i^ , ♦ LOT •�---,'� f �,,.. / -<-:. .fr �s `\ \ �� ', � % »! .•'/� •• ...-,...-.. ...,,..- .,...., tee' r r . / ;»�''' .rl ,� �• i `i 'i ` r/ / / / ` ,A ! / \ �R,�..�.".�".,,.,.:�•�.,.A;` :'r?�l- r ! `WETLANp6 Af?L?A \Tt'0 REMAIN NDIS URB q1 3 `� .,.. /r/� �, .y:; �i,•�,,T. % i 1 % I r i ,. m>rHr'.n„m,rAo �a f r %/ l ' 1 %/ l �--.-•,-....,.. LOT •-�1---`• `.,,.,.", .�✓ / ••/"' "` � /`%ffr / ! / `% � % :/✓"r' J✓'•^ .. � J % Fi / ✓ ! ,DIBr8• p3 » ..-1 _ ri✓� _ I I » IP A,1B11 0. IiSr FOSTER \ I ..... ,J/ rr f f I J ; �l� aNi Y zFILES ' „ �r » 1. ..�... __ .. /• ,. / ' / i J `Ip.22(plat) DQ YEAR OOf��C`/S11G"'• °'o' <. ,-;<, •r ; � � f � � � � ' �IJ'j H OF EMA,�N UNbISTURB�D " O� d ORIG. SEC: LOT 1 !' ♦ { O G ph5 AI'1✓ '\ ;::•r Q t 100' STREAM BUFFERAV �l r -------_ __• , /•/ +.,,`} � repo ',,�1 `,w+ ,-•,` ♦"` `,,� , A �vi �. !!{` ,'�• yi rfr'rr \ '/ r.•' Jr �!$. •.. rji%?•:<<;r::. •..yr '• � rA/::.::. .,, • .. •.: .. ...,,'"",r{ifii+,•'t•• y'^�•- J, '.'i :.'` ^•.'�, ,, ` ,,...•.-"", / :r•I• .: %os ,,,(�: .ESP �'f.,. •: ;-•rr @ r i(r :'�.: j, •" !' v. � f', r �` � � '. ' / 0 j+l'.•':rr.' •v �, / /!,'iii,•/- r'%'"jea°"r^"'"w•.^' '�''�N'•'m•'m. r,m,+,a m+.»e`� ,\.'\„ ..,,, / •My •\ -�- 0:1NMORRISITMPROJ1387-UVENGOOD\GLEN-UV PHASED PLAN-5.pro 1 0) <*111 0 Z am ON N 0 �3 ? o OL � Z U. Q 0� w< `C z W UQ 0, �0:'�'_�' u Z0 (52 0 � ! CV rz vj OLL WZ _jLo d1 Lk W rC:) � W �CC Z uj d• 0)Z O REVISIONS1! DEC. 18, 2008 PER COUNT Y ENGINEERING 6 A.C.S .A. COMMENTS MAR. 22 2011 ADD CONSTRUCTION PHASING INFORMATION NF MATZOH DATE JULY 28, 2008 SCALE 1 .- 100 CONTOUR INTERVAL 2 FEET v, z z 065 Og Q. d Z W a u� J > a LIJ Q06 �Q r� a: tw o W m J � /a O V W LL �iii� J O V FILE NUMBER 387 SHEEP 3A / 24 • u a ua 0 nW NU) 0�D om a= a Qr 0x u c itw �o c) Z 00 o az ulz W yy� UQow J N W Q' _ z° �C) > o 4 ..j �° oL LL W OC 0 > p o zo aw 2 0)W 0W °_ P4 REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING & A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE 1"=50' CONTOUR INTERVAL 2 FEET fA z zz g g ,CL w CL Q 0 w Z �C6 o Q °i� wi It a=. W ® W 0< m 2z z , u� J C� � FILE NUMBER 387 SHEET 4/24 ✓ % MARY COLEMAN.aa % --—D6,, 544 p. 426 0 TMP 79-26 % D. B. 139--p N N, TMP 79--'PT"-� DONALD-R,16GIN @ \ `, " ,� \ /� -\, 1 D.B. 1031 209 VA .. ......... . .. SECTION S4 OPEN `SPACE I Z17 -6LENMORE ASSOCIATES • -Z LTM1TEZ- PARTNERSHIP PHA SF 4 < % �,914 AfIkIA L 1(')VG! TRAZL < f / Ex 0 H. Elec. �h.3�� p.360 a AREA RESERVED FOR EMERGENCY ACCESS < < < < < < 0 --—A'N'D FUrOPE-ROAD. AND PEYSPACE 013. ��12 p. 589 < WATERLINE CONNECT'19N 11 < < DB. 2�4;,p 03A,J -4 % _575 % �LENMPPE% ASkC T03 AS f LLMI D PARMER HIP < P P 126P p, 253 (P- A SE % \1 D* 074, P. '-20A , ft,� H P <�<< P D� B. V 161 p.\ 313 4 ( ISE6,TION S 4 LOT 8 GLtNMDPE B. 0. ASS 'Y (TYPE A) S G. V. UOMDIVIS % PROVIDE 4BOSS ANCHOR RESTRAINT REC Le TENSION .B. I p.30�6, < ".z . ........ S. f(L. TO AJ�DN FOR FUPJRE EX �Al (S�E DETAIL 5HI. H) ITYP. f I 6: 20 TOP'-`�59'20 E R R=35' TMP 80-47 "N LOT 7 IO=,355. 0 BETTY McCL� . HAN' L NA 718 D.B. 453 p.529(plat) N.M. & 2V A H ffsLf'\C1, V`ft ES- ...... 14 1 / ", " // Me, . ...... —.,. 10.=35 20 ", I I I-- ---- . ........ . . .... c . ............. . . ................ . -DE-PERfMETE)3--dF OPEN SPAW- I0. =3 PATH EASEMENT ,NTj WXUTST B. L. IS RESERVED F A ... SfORNMATER ACILITY 1% r LOT 21 CE & A CCESS 1;6�� Typ, EX. D.I. /�- I .. i SCALE 1 50' TOP=358.3 X, 0 50 100 S3 0=354.�3. ................ . ...... 00 25 II=354. 11 P/H► SEC TI N f" ; t GLEN 0 jEQUE C%� . ..... SUBDIVIS PL T-., TRAIL SWF A SCALE IN FEET FEC L \ACCES9\ESMT,., /F- P D.ram' Lu 602 L. F. g: -c �, ui-- �Aj TYP.1 20 -0 AINAGE . ...... 20 'SAfVJ 1,4H r 1� bAIV LAIERAL LOT 15% -2" \, \ ' SEWER EAS T \,,EASEM�NT OF�`EC SEE SHT.2 FOR Ex. OIH. Elec. DB,3,42 p.360 CLI LOT 19 fRS1ON-DTTCH11111 TYPICAL SECT-1-ON.-. DB, .712 p. 589 S.B. INTERMITT LOT '12 DB.�74 p.. ENT f s! f , ! t, f / r,, - I # r f f ` 4? LOf 22 VAT S qAll.\\t �T EX. STREAM &REIRA PLINE D.I.WA TVp Y, 4'5ANJ 1ANY WATERLi SEKER EASEMENT TRAIL & SWF ACCESS 2\NITAgY 'NE L - 3, SEWER EASEMENT M. 20' F- RErVED F6R F 7ON FHA R 15-bMP OR HD 11 1 1 e LOT 16 17 ".EASEMENT..- P ;' / LOT J4 20 -DRAINAGE: SECTIONS Lot, MA TA IN 6 10 'TMP 86,- 60\2, L.F. S. B. L. . . ....... . OF tQ-2 -20'SAIiTTARY '40 k Y' "N. M. 121"ICOVER T YP. PL TYP, LO 18 GLENMQRE ASSOCIATEA SAN-.1-A TE TR SEWER EASEMENT �A it I, f i I � I \ { 1 � I I �'�- `{ i n\ � ILIMIT PARTNEPSHIP� b, .0 0 1 '1JL-A SE 3 D.B. (6EEW%c& LbT 2 3 ggi. I lt:MIJUHAHY NA SE' 41 STA. 10+5 00 6" WATERLI E STUB MINIMUM �- ba --1-7- �1. \ , A M z TIO 20' 5' SEPA PA TION '103E TH bO'R1*7 WATaEINE F AND qULVEf \,y -NTYP - TM01 (EX 6 D . W. 4 A !WA TERL I ESMT BENDS ,J Typ y i Al W) Lr. Yi RIN•- -- ----- �E�R �SqT. •iU;1/01 :�MMMMWQ: tit LOT 14%\ SPAC-F` AD . / I \ `' , n \ j 'r ::.'liii '< , . H. %.:"> ?'m: •o:H 41 6* 22.5' P\ SEE SHEE. EX. H. ENDS 1z" JI 1 If 151 B'x 6"TEE OUTLET PROTECTION If B"x i"x 6"Thm, CO-1 a V. Y. EW JA C., 0Y.0 DETAILS✓TYP, 20'DRA-ZNAGE EASEMENT' - BEGIN EC-2 OPENCENTERLINE T to Lu t QQT 2 4 STA 11+55 N R 96.00' SPACE LOT 12 H- `, I , I ♦ I ,.. I :.. J . \ A 249.20' ci_- ifU SANITARY " EASEMENT B A 148'43'58 X ..% IMINE ' B.342 p. 360 1A CO-1 P 0 .589 TOP .48 Ex. E - 5 -,a 11=34 .0 W DB. r157 TY 1 ight 10=341 N, pole X, r SECTION S3 EX, 8 C-D -CENTERLINE L T 2 GLENMORE Tf 1 - TAE- LIJ c/1 A RECORDED 80 L4 E 4\., SUBDIVISION PLAT 'PHAS LOT41 7%9 D.B. 1669 p. 377 EX.. 30 '35 J5 P ---UT 39 F. H. 11452. 1 S. B'. TYP- Exis. H LINN\ \�Ass Y -Sizr. TO BE UP' I.LL-%i 01 \ // . : \ 20 'DRAkNAGE SEE SHT.11 F( 'IMP 94 '1,, ENO EC-2 EX. SAN. Mh PT I —EASEMS nmor,Ph 1 (16), 1 CENMORE ASSOCIArE� \Z\TA. 4+50 T 26 SEE SHEET 2 u A L1f41TEQ'PA13TNERSHIP 20'WATERL-RE FOR OUTLET I p..., '\ *EASEMENT PROTECTION (DEED PLA EX, S TR. DETAILS 15"ES-1 fD �B E 3 10=345.73 P;352.e3 6" D. 1. 47, Z 11= �10 EX.20'SANITARY WA ERLI i YE 20'SA 11=3 6 SEWER EA 10= 3433 LOT 38 OPEN 20'SA I SEWER EASEMENT%I I 1 1 SPACE( Ex.20'DRA E SYM T. D.B. 1669 STR, YZ D. B. 16 37V Rz 12B / I r�/l ujD=359.66 24 IN.GE N'1� LOT 10 PA LOT 27 END MEN7 -2 @ EC ESMT� EX. SAN. MH / I P HAS 4 TOP=350. 16 11=340. 01 vf # W. M.,& 20' 10=339.81 ES T. . TYP. END EC- 50 EP 9 TA. 8 TE ... ... Y GIWEC-�" kDRAINAGE PHASE 2 - LOT 3- J L i EASEMENT WATERLINES TERL INE -9 44 -LJHAJNA fz8N SANITARY SAN. 201'DR NA -NT LOT fER EASEK LATERAL E -.MENT TYP TEMPIPHASF 2 TNE STUB 3 S TA, 0 + 7E. -0 -0 0 _4 S. B. L. TYR. j Y, 7, I IN 3 -k N LATEnjL O Z �00.00P�D-Q2TYK+ 7 �q EE LOT 35 LOT % ww/ S. BJ' . ATERLTP z 6' 92.5Y BEND 20 ',gANITARY E M q/WAAL TRAIL 9 1 , AOCS IZA 1,CH AR X LOT I a" & A --G4N 11: LOT Y' 'y f f xv, OPEN SPACE INTERMITTENT! STREAM --7-SEE SHT.2 FOR DIVERSION DITCH I TYPICAL SECTION I -711 Existing vo-,49A /'0. H. Elec. & phone,/ 1w L �AM/CATOW DB, 342 p. 360 D, DB.312 p.589 DIB. /I 'T' p.. 7'5984 6B. 274 p. 5751 AREAS OF XETtA f 11 OR STREAM REMAIN Ut ISTO BE THE ENTIRE OUT-,SID�l TER �-VV OfTAbr- IS RESERVED FOR) OAMWATE FA0-ILITY MAINTUEWE 6 ACCSS ?SEMENT /* NIF! i CLAR9 TMP, 80-49 B.153 0.467i� 'Lpp at D.B 141J 195 jjj It REVISIONS DEC. 18,2008 PER COUNTY ENGINEERING & A.C.S.A. COMMENTS MAR. 2�� T201 1 ICT ADD CONSTRUCTION PHASING INFORMATION DATE J U LY 28, 2008 SCALE 1 50' CONTOUR INTERVAL 2 FEET Ln z zz 0� CL �(L - 0 w z 0 VJ d-i F- J w :) co' z 0 1 05 w J a. .0 W 0w LL Z < u < 2 z z — J w 0 FILE NUMBER 387 SHEET 5/24 REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE 1" = 10' VER. 1" = 50' HOR. z w a. z W z � O � 0 LL op z0> w: Z �. �CLZ W o �® od w O < a oc 2� z w wJ � j< W z U. LL FILE NUMBER 387 SHEET 6/24 '-i SCALE 1" = 50' ' 50 25 0 50 100 SCALE IN FEET •, �`°�� `w SEM SHEET 2 FOR OUTLET PROTf,�CTION DETdl� S C�riri7n r ; � rririr,. 1 39C K ITI 37C 36C 35( 34( 33( .VI RESERVED 'FOR A LITY,MA-TNTANEwCf1,, S-EAS04EN, '\ `" } t fu � T THOMAS GALE i I t Lic. No, 144313 i 1 • m c W II J � PHASE 4 RW Q b �. w �� 01- A—% c w�+ LU L H / S LE "A CAUTION: w o +o to MAINTAIN MINIMUM OF ' OF > > ~ _ � Cu HORIZONTA SEPARATION BETWEEN Q w ro ro w CL �A WATERLINE AND 15' RCP o 29.1 '� 15"RCP 8E OND"'K WATER INELO jop 3.00% -- II o "' o i° M a a w GRADE W t\ Q NG -- - - _ / w _ Q c r\ ca r\ to �' — — • • `— CL 52 p . I . P • In c0 r\ m r. t\ ,� m w r\ + m o tr m w w _, + '' w �' N + m m ___ i PROPOSED GRADE 6 is in W o o m cl c�`*� x !'11 U� U o �4 m W cn IH- (a @1 U to � Q W / � ro h °� WW1 , "' � L O II Q J p N �_ 4 z Rj Cn W CZ J H W / to ti� N co In coW -2.08% 3ui w ~' N• / g0% NZ N� c0 o J ro m 6 w:, N co K 28. LC 50.0 -2 Oo% 52 p p . ILL x 4 .s �►mn ,Wt�-., �c� 12"MIN, i "MIN, C'u LC 15000 MAINTAIN A MINIMUN OF 3 FEET OF SEP. . io COVER OVERTOP O WATERL NEui o - ro W a w `° � ro Eni ty o * SEE SHE 12 FOR A.C.S.A. UVATER LINE DETAIL:)' (C) v The Contractor Is Jo "oil o "' Verifyn 95% Compaction N ro In 11 Fill Areas m W Cr- �1 Co i to o tr o ,.•. v K rn 0i Cu cv m m 0) cr, r: rn In u-, to rn rn m rn rn rn cr, rn v rn cr) 0) rn In o rn �, rn rn c co 0)ca m N Cu co cv 0 Ln cU u, o m ca NT • , to N m oo Cr)au to m co ao rn m m m m w � m v oo v t v V ni ni o cV cri • + tr f i < , cU m c*i v ca ai of t�7 • ; (7� r + to rn tD �*i la cD (O to W ao tD uo (a of (� w tD o h tri W of to • i (� of CLu tb h , <t t\ ni trj t\ Iri r\ to o0 m cri t� Qi m m m m m V In m M V m lI) m V m tt7 m Q m l!� m t!� m Lt7 M lt) m ch m m m m m m m m m m m m m m m m m m m m m m m m m m m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 390 370 C.l 350 340 330 u0 a w ell Lu Z ccv� Z � 0 to cm 4 Qr 0cc U Q oc Lu > o O 00 rc w g UQ rw (t� ,j Z -j N 0 z� 62 0cc 1 MMN 04 z °� w �w W cc 0� Uo W cc o� W 4.W (� rn w W o CL REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE J U LY 28, 2008 SCALE 1" = 10' VER. 1" = 50' HOR. I�� z rY/ Q f' (D CL w Z ' Z 0 U. 0 U<0' Wxz (� ®0. o it inw 0< 0 20 itZ Z m J WJLL Q V FILE NUMBER 387 11+00 SHEET 7/24 !V 356 346 33( 32( 31( 30( 29( SANITARY H'S 1 HRU b PHAE31E 2 PHASE: 3 N �x oti lcn Q PHASE 2 j o� Q.� m m� jj cb o � EXISTING PROPOSED pi4'+ a ro GRADE GRADE u _ m co o � ~ / 12"MIN. 15" SEP. O RCP oo N MO pN �N / ~fir Mo i" o �� ro �" CO/ ° �' 285. 79 ' of 0" o 0 PVC @ 1. 5% x rn w�a� ct ro ti a �, tiv' ti �cn / rn o rn cv 86.93' of 1 -moo �� PVC @ 0. 75 m M o . , '. PVC @ 1.002co cz n n c ro o Cl m m "+ can m•m o tii 67 ._--.- --- 345 03 ' of 10" ~ ~ EXISTING GRADE f, r._. c*i m PK 0.75% m m m m 104.28' of 0" H H �4t-4`-4 a PVC @ 9.25 CVcv m m W 400. 3' of 12" 299. o ' of 10" MAINTAIN A MINIMUM OF 3 FEET Q PVC @ 0.48% `' N N PVC 9 1.78% o ti F COVE OVERT P OF PIP = Q m �w cocoN� N N n n n n n cv ti 16.00' of 10 PVC @ 2.00% 0+00 1+00 ASTM A36 AND HEX NUT ASTM A5$8 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD WATER MAIN VALVE - �N+ A 24" MIN UNDISTURBED EARTH PLAN CLASS A73 CONCRETE MEGA —LUG f , N N ' �i%N• N•N N��ij,� 18' MIN 18" ELEVATIQ UNDISTURBED EART 2+00 SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C Added Feb. 16 06 Tn-.11 38( 37( 36( 35( 34( 33( 32( 31( 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 NOTES: * ALL PVC PIPE IS TO BE SDR 35 UNLESS OTHERWISE NOTED. * MAINTAIN A MINIMUM OF 12 (TWELVE) INCHES OF VERTICAL SEPARATION BETWEEN STORM AND SEWER * THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL LINES. FILL AREAS. * MAIINITAIN A MINIMUM OF 10 (TEN) FEET OF HORIZONTAL * MAINTAIN A MINIMUM OF 3 (THREE) FEET OF COVER OVER SEPARATION BETWEEN WATER, SEWER AND STORM LINES TOP OF PIPE. AND APPURTENANCES. * MAINTAIN A MINIMUM OF 18 (EIGHTEEN) INCHES OF * SEE SHEET 12 FOR A.C.S.A. SANITARY SEWER DETAILS. VERTICAL" SEPARATION BETWEEN WATER AND SEWER LINES. o cv •+ LoN SANITARY M 'S 7 TH RU 11 P Az Qr/^� T cn XISTING 00 •~ GRADE / PHAS 4 m ' PHr-wE cn coa 173.0'of8" o PVC @ 8.00% -i o + c / oo r / �� , a m� nL0 �o ro 288. ' of 8" o o c�ir ( PVC 1.00% L6 EXISTIN GRAD o F-; aci , o0 66,43' of 8" C 333. 00 ' of 10 0 L i,4,4 PVC @ 9. 29% O Lj PVC @ 1.50% 392.0 of 10" PVC 1.25 m �� MAINTAIN A MINIMUM OF 3 FEET TI0 S GALEa ~~ OF COVER OVER TOP O PIPE L'�' �' ' 143$ •S 1 350 1 340 1 330 1 320 I 310 1 'W I V00 380 1 370 1 :., I 350 1 330 1 320 1 310 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 Q:\NMORRIS\TMPROJ\387-UVENGOOD\GLEN-LIV PHASED PLANjm.� u �a�l �� o ^W N=_ alli N4� C. Q~cc uj (9cc U Z OU so 4z �Z �z ° W� Q UQo; W Q` ul Zo U °l , 0 �J �0 0ILL F�1 Z W LO w u �� O� uj l� REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE in = 10' VER. In=SUHOR. 11J 0 momm 0) 0 T. Z Z 0 (L U� �� s WW� (� ® W T J Z W ,' W W.J j< �Z lZ U. i V, FILE NUMBER 387 SHEET 8 / 24• SHAPE TO ELEVATION OF MID -POINT OF I LARGEST PIPE. i SLOPE TO DRAIN 70 INVERT OF OUTLET PIPE SECTION A -A �, , METHOD OF TREATMENT IN DROP INLETS TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. • � \ SLOPE TO DRAIN NOTESi OUTLET PIPE SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH ` \ THIS DRAWING IS TO' APPLY TO THOSE STRUCTURES SPECIFIED \ \ STRUCLANS TTURE. R WHERE INVERT OF PIPE IS ABOVE INVERT OF a MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. + THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / CLASS 01,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE :'• `:; . UP TO 4'! W DIAMETER AND CONSIST OF STONE, BROKEN BRICK, + • ::� il;i�;i :ti BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ( ' ::�:::;?;a{i:;"•. ;�..�.; SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF WVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE •y PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED , INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES.- SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SpEcmTnq STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 NOTES: * ALL REINFORCED CONCRETE PIPE (RCP) IS CLASS Ill UNLESS OTHERWISE NOTED. * THE CONTRACTOR IS. TO VERIFY 95% COMPACTION IN ALL FILL AREAS. * MAINTAIN A MINIMUM OF 12 (TWELVE) INCHES OF VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES. * MAINTAIN A MINIMUM OF 12 (TWELVE) INCHES OF VERTICAL SEPARAT ION BETWEEN STORM AND WATER LINES. * V.D.O.T= STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL INLETS liAVING A DEPTH OF N OR GREATER. INLET SHAPING IS ALSO REQUIRED IN MRS HAVING DROPS OF 4' OR GREATER. SEE DETAIL THIS SHEET. * MAINTAIN A MINIMUM OF 10 (TEN) FEET OF HORIZONTAL SEPARATION BETWEEN WATER, SEWER AND STORM LINES AND APPURTENANCES. * STANDARD SL-I,MANHOLE SAFETY SLABS, ARE REQUIRED FOR ALL STORM MANHOLES WITH HEIGHTS GREATER THAN 12. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE V TO 12 WITH NO SAFETY SLAB LOCATED WITHIN V OF THE TOP OR BOTTOM OF THE STRUCTURE. * PIPES UNDER PEDESTRIAN PATHS AT DITCH CROSSINGS SHALL BE 15" HDPE OR CMP WTTH'END SECTIONS AND SHALL HAVE A MINIMUM OF 6 TO 12 INCHES OF COVER OVER THE TOP OF THE PIPE. LENGTHS AND INVERTS ARE TO BE FIELD DETERMINED. OUTLET PROTECTION NOTE: PROVIDE OUTLET PROTECTION TO THE DIMENSIONS NOTED ON THE OUTLET PROTECTION DETAILS SHOWN ON SHEET 2 AT 0.0% SLOPE UNLESS OTHERWISE'NOTED. IN AREAS WHERE PIPES OUTFALL ONTO SLOPES THIS MAY BE ACHIEVED BY EITHER EXTENDING THE RIP RAP TO A FLATTER AREA AT THE TOE OF THE SLOPE OR BY GRADING. 386 376 366 35( 346 336 PHASE 1 n' I ti Q . CL W � n / U"A a ' EXISTING/ w GRA ►'- ca cn , o -mi PROPOSED a ►- w / GRADE Lu 12 "MI "WL Enj �- SE �8 INSULATE HAT LINE o METHOD OF AP IC. m 96.83' of 15" co SHALL CONFOR TO RCP @ 2:50% c14 rB H MAN A E ' SPECIFICA TI 3. 11 6 O H 380 36( 370 35( 360 . 34( 350 33( 340 32( 330 31( STORM STR.*S 3 TH U 6 LO LO 1 (r3 1,17 -Q� 71 JQ � cn PHA E 2 C-) ono titi I 6nw 'W Q -� i 8" -_ r+ oEXISTING .� WL GRADE 12"MIN. cn SEP. o " / PROS SED GRADE o 0 am u~i o / m O Q � 1- w a to w 4 "SA . m m II o nI o m , LAT. k1 n n I - '-� W ly H 2"MIN. 226.42' of 15 SEP. RCP @ 6.62% 53. 7' of 15" AC @ 3.55% (_ 12"MIN. 8" 0o SEP. SAN °r° o tj ti ICU cN 51.90' of 18 RCP @ 1.50% 11 1' O H 1-r 1-i H 0+00 1+00 0+00, 1+00 380 PHA E 1 '� 366 W N Vo 4 H O rn . � ., n J o 370 o ao I ca 370 Ii II �, rit it ' I�JI °, G� E_ -- cn '-- -- C3 37( ti OF; ; EXISTING a cqPIR m� Cc O 360 SZ d o360 PROPOSED GRADE / 366 EX. 12 "MIN. 350 SEP. 8 SAA., co cn 8 " SEP .` m 350 1D 'SAN. 177.54 ' o f 15 " : ti ~ 42.09 ' of 18'" 1~n `� n "� ACP 0. 75% rn o162.50' rn rn, of " F� P @ i.05% 11 n cn crj nyo RCP @ 1 0 % 35( M M 1_, n n U. o ti �; ,y ,~ 1y 340 340 II 11 O H til 1M H 1-i ,y 57.77' of 15" Fy 1• 4 RCP @ 6. 5% I8. 00 ' f 15" 34( RCP @ .78% 330 330 0+00 1+00 2+00 3+00 4+00 2+00 3+00 STORM STR. 1 0 R1 " m 1 Uo1 II m EXISTIN GRADE o 1j 1 m GRADE ROpOSED 105.0 ' of 15" RCP 4.77% I 177.5of15" RCP 0.75% rn O •'•t ti M M� n n n 6 1-+ 14 � �w 0+00 0+00 1+p0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1+00 37( 360 36( 350 35( 340 34( 330 33( 320 .32( 310 4'0( 380 39( 370 38( 360 37( 350 36( 340 35( STORM STR.'S 7 & 3 PHASE 3 z nl o w ao ►Q- PROPOSED GRADE ' �w I--c;, Ill o � `'' m co „ a cq = 6 WL1 12"MIN: / SEP. EXIS TING G ADEI C. 124. 0' of 15" / o RCP @ 1.21% �I n ,y 0 H 0+00 1+00 PHA %S"E 4 w I_ Ln 1-- ; a 12 12Lu , o � 1.2' OF EXISTING COVER @ E.P. GRADE PROPOSED Ion v GRADE m n m n O H 1-4 1-4 49.17' of 15" RCP @ 1.83% 0+00 1+00 STORM STR. 24 Q� cc PR POSED GRADE 0 0 0 0 Ln (Al CP @ 1.50% 11 11 LL o I-; H 1-1 370 1 360 I 350 1 340 I 330 I 320 1 390 I 370 1 360 I 350 1 340 I 320 1 310 1 15+00 16+00 Q:INMORRiS1TMPR0,n387-LlVENQOOD1CitEN-UV PHASED PIAN b.pro u c a 4 0 w � ..W N� 0t0 cm cm aN NQ r-� Q. Q 0 cc u 4 tli fr > Q) � o LL .] a.Z �? C/)J � o w Q UQoI °C Q' V) °cc � WD ow OC 0 — 4 W Crn Ia. Lu ef' W = 0 n" r RE%ASIONS DEC. 18, 2008 PER COUNTY ENGINEERING & A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE 1 ° = 1 a VER. 1"=50'HOR. Z II u?� cJ CL Z ®_ z 0 I- -� w'` UL 0 5 0� 06 (L o 0 W cc 00 it W JQ (� Z FILE NUMBER 387 SHEET 10/24 ME; GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24"MIN 24`MIN 8" 8" INITIAL BACKFILL 8„ 8" MIN. MIN MIN. MIN ° 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDEA 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 36" vy 36" MIN INITIAL BACKFILL 24"MIN MIN UNSTABLE 24"MIN 8„ 8„ SOIL 8" e" f . MIN. MIN. ##68 �6g MIN. MIN. -i STONE STONE ' GbS: is •,' :, n r..`.ti' STABLE SOIL OR ROC STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG, W-2 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 0 O {( YP �OFC7COPPER 'x1'xt" 1�E • NOTE: NO SWEATED nTTINGS pp DUAL SERVICE 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1` TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE BROOKS 2200 SERIES BOX 10'-1 " WITH EXTENSION OR LOCKWING APPROVED EQUAL IN 1/4 BEND COUPLING (IF REQUIRED)BALL _ .UNPAVED AREAS MUELLER NO. H-15069 1") VALVE NO. H-15068 1/2', 2`) (INLET do COPPERSETTER FORD NO, L02-44 b OUTLET) (PLACED ON STONE) �11 NO. L02-66 11/2') McDONALD 20-209 WWDD 33 NO, L02-77 2') 36` MIN. OR APPROVED EQUAL OR APPROVED EIQUAL METER CORPORATION STOP (1', 1 1/2', 2`) 4" STONE BEDDING BRICK AS NECESSARY MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED.EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 ADDED FEB. 16, 2006 TD-13 TD-19 SIZE BRANCH AND VALVE THE SAME AS WATER MAIN--,,,, WATER M vnRIFS ROD VALVE TO TEE ON-LINE (T)PE "B") THREADED COUPLING VARIES PVC NIPPLE AND CAP or PVC SLEEVE o BRASS NIPPLE AND CAP ALVE BOX LUBRICATE ALL THREADS M.J. THRUST BLOCK co t . ':••, PLUG METER BOX (SEE FIG. W-7) ARIO' y. VALVE BOX 1 N0. 57 STONE ::.. M.J. FITTING 2" PIPE SLOPED " TO DRAIN IF wss 2" GALV. OR GRADE ALLOWS VARIES VARIES BRASS PIPE PLUG 2" THREADED TAP DEAD END (T'I'PE "A") TYPICAL BLOW --OFF ASSEMBLY - NTS FIG. W-8 TD-26 / (4) 1' (24Tm) OV, HOLES 02 32 3/4' (031mm) DU URRdE. Ead Jodon io W.I. o0103971 BOLT 22'mm3IA [6/ ' 26 m4U� .. 1 [38im/m0 T [778mm](6 US Foundry Gorp. USF 710 rtnq & DP cov°r I or oppmved °quol 24' DIA [606mmJ O O 28 7/16' DIA [7 2mm // [156mm] 36" OU, (914mm) FRAME SECTIO14 2' (Simm) LETTERS on°r.N rgoH (RECESSEa nLSH) cryT 1 1/2" Y 13/16" r [38mm] [2 mm] _.Yl_ ir CAM BOLT 3 1 /8' [ i /2' ] - SEE ASSEMBLY [79mm] 1 mm """77 DEOJL 0 22 13/16" (2) CORM [579mm] W Plums 0 25" j635mmi ' 1 1/8' (29mm) DIA BOSS O.D, OF GKT GF200VE PLAN VIEW SECTIO14 VIEW 1/4" (6mm) DIA ((jj NEO��P��RENE GGASKET RUBBER PAf1T% OX0981045 1 1/2 PAR BL HEX IX 5/0 -t tx3 1/2 SS 3 13/16" (2) WSHR 5/82510 1.50 OD SS 2 1/8' [97mm] ART 00981318 [54mm [9812it ZN NX 011 084 mm" 5nA0 77[14mm] (2) NUT HX JAM 5/8-11 ZN PART{ OM81228 (2 103SR LOCK, LUG 1800 (SORT) PART/ 00193585 15mm� [415mm' LOCK LUG ASSEMBLY 2400" / 16mm [113roro •63 DIA. STAINLESS STEEL ROD PICKBAR 6 LOCKLUG HOLE DETAIL NOTES: 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. 3. COVERS SHALL BE.FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY, TYPICAL WATERTIGHT MANHOLE FRAME & COVER NTS FIG S-I-E Effective August 1B, 2005 TO-5 Lia FRAME & COVER STREET SURFACE OR (SEE FIG. S-I-D,E) NON -PAVED AREA SLOPED AREA-� .. 2'-0" "WEDG-LOK" TYPE RUBBER COATED STEEL x STEPS OR APPROVED EQUAL CAST IN PLACE 3' -0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS. M.H. 5" 4 -0 5r, FROM INLET TO. OUTLET SHALL BE 0.20 FEET. VARIES CONCRETE DEPTH OF FLOW FILLETS " CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING3: - _ - SEWER. " A FILLETED INVERT FORA • ': •• 12 SMOOTH TRANSITION OFFLOW ; , • ,� �� y < OUTLET PIPE BE . '''°d: (• f` t 70 `r� PROVIDED. MIN. 6" BEDDING . NOTES : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL,. HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE. AND"OUT ~` TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN-,- NTS FIG. S-I-A TD-1 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- CLOW MEDALLION VILLE THREADS WHICH IS M&H MODEL 129 THE LOCAL STANDARD. A OR APPROVED EQUAL LENGTH OF BRANCH VARIES 6' MIN 21 2' TO 10' 0. (270') VALVE f' 7 CU. FT. 18" BOX #68 STONE ::'` a ' ' 6" GATE 36"MIN VALVE / ��, n •, a '� ' ` o° 2500 P.S.I. CONCRETE °-)1 e,I•e BASE AND THRUST o 1, 1. ' I �'�e ° BLOCK AGAINST: :.=...`:•`: s > UNDISTURBED STABLES 8" X 6" SOIL. TEE STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, • ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2-3/4" RODS SHALL BE GALVANIZED THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DIRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE--\ '1 ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 z (SCREW TYPE) OR APPROVED EQUAL Z N M I - M.J. GATE VALVE WATER LINE 1 a J 1P --► . 2500 P.S.I. CONCRETE a 2'x 2' BEARINGAREA. THRUST BLOCK a . a. d a G NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-7 TD-18 max .. III FOR ALL BENDS I min f' MIN T SECTION 1-1 45- max 2 I.. max PLUG 1 t r 2 a "'• FOR TEE OR WYETTINGS - WIDEN TRENCH TO ACCOMMODATEi?/ ANCHOR IF PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2,50 2.50 3.01 0.24 4" & 6' 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2,52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2,77 0.26 22 1/2 1.66 2.16 2.69 0.13 3,16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1 1.83 1 2.33 1 2,84 1 0.18 REQUIRED. 45; 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, MI ,.,.�.• CHANGES SIZE, DEAD ENDS AND AT VALVES. ' 2. USE 2500 P.S.I. CONCRETE. BEDDING AS n 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. REQUIRED 9' 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SECTION 2-2 FRAME & COVER SLOPED SEE FIG. S-I-D, E STREET SURFACE OR AREA NON -PAVED AREA 2 -0 AWEDG LOK" TYPE RUBBER COATED 1'-0" MAX STEEL STEPS OR APPROVED EQUAL -- CAST IN PLACE �A PRECAST REINFORCED CONCRETE }' SECTIONS WITH "0` RING SEALS OR APPROVED EQUAL u o 3'-0" MIN o THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" + BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN © BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" �- o MINIMUM ELEVATION DIFFERENCE 12"MIN 122 MIN ACROSS M.H. FROM INLET TO VARIEE OUTLET SHALL BE 0.20 FEET :a • A FILLETED INVERT FOR A SMOOTH ' TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE b a PROVIDED. r MIN. 6 BEDDING •_' ,,� o >• , s WITH NO. 68 STONE 3/4 DIA OF LARGEST NOTES: PIPE IN MANHOLE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S-I-C TD-3 SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-14 (4) V (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE, East Jordan Iron Works 00104316 _ 27 1/2' DIA _j [699mm7 _ 26 1/4' DIA [667mmJ 24' DIA_ I ` C606mm] _28 7/16' DIA+�„ C722mm7 36' DIA C914mm7 FRAME SECTION m) LETTERS 5ED FLUSH) (2) CLOSED PICKHOLES 1 1/2' 1�C38mmJ '2) CORED PICKBARS (29mm) DIA BOSS 1 1/2' 26' DIA 138mm3 [660mm7 1 1/2' s 1178mmJ 1/4' RENE ASKET NEOPRENE GASKET 23' DIA [584mm] 3 1/8' 25' DIA [79mm] 5/8' C635mm7 [16mm7 O.D. OF GASKET GROOVE SECTION TYPICAL MANHOLE FRAME & COVER NTS FIG S-I-D Effective August 18, 2005 TD-4 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE FINISHED GROUND Q , 1 LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN ELEVATION OF THE THE LOWEST PIPE CONNECTED1 TO THE MANHOLE. 2' MIN R 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE',OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4-PER FOOT) SALT 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM TREATED DIAMETER OF 4". 2 x 4 MARKER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE PLUG END OF - SERVICE LATERAL SECTION 45.010" IN LINE WYE-TEE 0 SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-6 0 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 2" BRANCH NOTE: FLEXIBLE CONNECTION ALL CONNECTIONS TO WITH STAINLESS STEEL EXISTING MANHOLES SHALL BAND BE CORED AND A FLEXIBLE 1- CONNECTION BOOT " INSTALLED O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1=B TD-2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 6" IN ANY DIMENSION 24"MIN EMBEDMENT 8"MIN INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE - BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING O NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTES: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE. 0'C1`� � � L•�r TYPICAL SEWER PIPE INSTALLATION IN TRENCH u J.*THOI�t GALE NTS Lic, No. 443E Ao FIG. S-3 TD-7 !d 0:\NMORRIS\TMPROJ1387-UVENGOODIGLEN-LTV P -5 0/ a w "W Ncr) Z Z o� Z 00 No < m 4 Q 35° U ®Z o U- Cn Z -j W z oQ �W N Q ' 9 j 0Cc04 err/ CC (0 0 O� IL ? ED0 cm o OTC 0 o U- o w Z � ® W a REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR, 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE J U LY 28, 2008 Z �a. z V) Z 0� W� �J z LU < 0 W � � o �W 0 Z� ' Wj Q ,.,I Z Vd C d u. r FIEF NUMBER 387 SHEET 12/24 SECTION S4 a SECTION S3 ' ; ; ; SECTION S3 ; ; ; i GLENMORE w g GLENMORE 1 m SUBDIVISIONPLAT I ; I ; ; ; GLENMORE I I SUBDIVISION PLAT I + I I SUBDIVISION PLAT /' RECORDED @ O (r U �PZ ( I I ( 1 1 RECORDED @ 1 1 LOT 7 D.B. 1992 p.306 _ W D.B. 1669 p. 377 i i 1 1 1 1 1 1 1 i i 1 1 D.B. 1669 p. 377 1 1 i i / C,4 C/) I Z i I 1 I I I ( LOT 15 I / t4 N Q LOT 4 1 1 LOT 5 I LOT 6 I LOT 7 I LOT 8 I LOT 9 1 LOT 20 LOT 11 1 LOT 12 1 LOT I 13 1 LOT 14 �. p Q I I 4 Q� I rn c�� i EXISTING � EXISTING I I I 1 I 1 1 1 �r 1 LY Q W �•/ > O ' STOP SIGN ! STREET NAME SIGN 1 i 1 1 1 ( 1 I I I ( �. 1 Z Q V �,� �. 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S%n$ :{ti-}`:' }`::hS..: r: j;:,:;%::%.. . n.J..;.,{.rn:;.v:: .:: '•' f.. ».:•:.:: uF5';,: .'::'rf:.......r:r.?:.:• •`:?:::.Ji . .-ai::,:J-:.{ ?:/:: .. !... !}'.r{;{. is%!>:i:;f:;i;.}hri. :Sim).. .r::':•:: rhf.'•;?%i5?'%.:n5-avr'=n.r+ .{•l:.1 •;!5•:r -Iv: •...: {r...-. ..1..., ../. .r ./...r....:..c{; ..l• { :. ir: n•-:: .. rni:?•i%...... . vJ yri•Sr;"i'?i£:i •:: r:r {.,r:-{ri:+.;i''/..i5,. {;::::: n{:•.v; . ?..{.s'h):{,'v: »:: . ..a:.r..... ,:,..r:.n.,{+r:<>.,:{>}.:S:r.::.::::.,}J:•.%,.>•t+r� »{:i{;}:+,.•;'ir F \ / \ / \ /� PHASE 2 .}�...�'....,. .. ..,.5 ./, . ..,, .,kr.fi:. f, .,..,..: ,,. .r.. -J. ,. ./ .x} .. .. ;. i}iry,,,, .:.r w..r".l>~'.. r1r7r, :c• r --'-.,_. + .{ ./"•:rr,: f./r ::,++•,.-art .. /. +.{,;+r, ;;r;h�'F+F..L �f� .1': , •. .. J.. ..{..r..,f.:r.. %ir{.{/y:ii',v:{:nii :%:•.'•: -/1f' ,r fi:•:�•n ;n'l:. ri{i}J �f�i%r.. rl,•::'«s�?r. 1,:.:r r:+,/..... ,v,•rJ»; :• i-+r,r ' �,}.r �%1.`i F :j� .r11+. w::::::... r.nnnv-: r.::::: .:lr.,,f.. ::./rr .W-v :F.:•:.: :.li: .f ':S . �.>:: �> ::.-i:.�; r :,.•.•.v;:rf:,#f'i:;-::w :/ii$#ii::'•:h;i;f+ /n r \ / \ / \ %• 'i:,?:,i' ?¢�ty?Jo h/. `�..,�., •), r ,,�i,.}-,�,,, .r};, ,'>�'•? / F•. .r:,r! .cy l�.iir�.r - h ...r: r,.,. %:'i.'':•: �rw%/11 ff... W. `s q:i!'i+!f.•'rr:v ; :;lii�/•.' �' .: r,.y ,ry;%J.:,f/-{,:>":F PHASE 3 -: �i?�.hi...,i;: ,.sir.;Raw :,'„{.::.Si:r .1..: .. . i ; :%: PHASE 3 :no%�::{.+:+,,n•,., /l.r+ l%iS 5':r.'?;`1,.•. ; :<:: , :.i�•:i:: ::' `.<}:nyn:. ;r:..,;.'..+:i{,:.:: i...!:'J r \ J \ C ( E SVA{—G ' L'::'i'�,,�I 3 •J, it {., ,; l ' f.})::?.i:nhn :v: •v.-i+ .:i:�f:,�:;/.,r.%�{}' / ?Si$r':�<:;:i' i+ J..frri� � '1{f''•!5'+'S'/.• �'4r •' LOT 5 � Jr, fif%. , ,.f ;:J; r LIMIT PHASE 4 ,. PHASE 4 STREET MME SIGN STOP SIGN J!. LEGEND --go f, LOT 19 .:»:.. , ,r<%;•J STREET NAME SIGN PROPOSED STREET MW SIGN LOT 18 LOT 7 'r ;>. ;i; ". LOT 8 :,:i � :i r� AREA RESERVED FOR �,�/ _ �D ��F� {r, � LOT b OPEN EMERGENCY ACCESS LIMIT AND FUTURE ROAD AND SPACE STOP SIGN -�. PROPOSED STOP SIGND Y ® ��rfl r WATERLINE CONNECTION +f. •l�if�f�$ is i.}iS:.-: NOTES PHASE 4LO r" 1. All devices the Virginia OPEN :.T ; r <' ` signs or other regulatory shall conform with Manuel for L,hifuxm Traffic Control Devices and the Albemarle County " SPACE ;$ , Sir Road Naming and P,opu�ty NtirrbP.r`Irig Ord' and Marine 1. inane r � 7 � •. • }•. ' f+'' "' �.� . 2. Traffic control or other regulatory signs or barricades shall be / it 7 . - �1a� ?5_; ��P installed by the develu:per when in the opinion of the County Engineer ; r or designee, they are deemed rk:�cessar�y in order to provide safe and P 60-A8 r6 � convenient access. f LOT 17 W z ,/ 3. The speed limits to be posted on speed limit signs are 5 mph below the OPEN , (3 design speed or as determined by MOT for public roads. "<:<:: :%; SPACE ' y��Yf/� +i,l{.' .f r .r': y..:%4'-?'J...�:{•:. %�%i.' •`r,��': i % \wl <.,"%>` 1 •r 1 SCALE 1 " = / 50' Jcc � rl C p E> 50 25 0 50 ]OD W A OPEN SPACE a0 (� ' K !3 r.•.;�i:: aij. ,.}.. fr„ri;i••,? ,f: SCALE IN FEET y/ .i++, fhs.. 4 r �1rii 1 / T fad LOT 9 TMP 94 -1 � t GLENMORE ASSOCIATES 1 PHASE 4 CL aLL Q f',<yf!,>'<;:n, LIMITED PARTNERSHIP :::%>? ;D.B. 3528 p. 593 1.1J (jf W L�B.� t� f- -• (DEED 6 PLAT) ,{;.,}:: +r{,,i{!J,Sr i•'yi'•5. t:%iJ.,..r•} �+ %; ;, LOT 16 Q' ' cc LOT 10 ;{»:.: •{:, .:'::.. LL >> TMP 80-47 W ? ,< ; . <% ;}::. .;. fJ,: ::: :. r..,:::1 ,:<: I BETTY McCLANAHAN / J >f«<>` r,%fc 1 D. B. 1184 p. 718 D. B. 453 p. 529 (plat) ' / PHASE 3 - '%<«:'r•Y�ly.. :}'•:ii?>:%,,•::g,• PHASE 4c.,::,J':: , �J TMP 94-3 MEANS ROARK or D. B. 683 .63 p ;i{?i.:,::>::<>,{>::%„'+<:f<:} ?, .;frr, LOT 11 .-.,.,;>;r%:< , LOT 15 PLAT BY MORRIS FOSTER: IN HISTORY FILES / • . '�; F.-: •SS'S�:S;iy,$}l�::/!/,vr \.f':�i'S':;'Y;:/l-'::O:.l' :lv:,"'• r"vri ':: yFj i;F })}�S�Ji%JCf >✓•r i.{:/%?Y I / / F D.B. 659 p.22(plat) OPEN SPACE 1 �G FILE NUMBER LOT 12 / �v 7, THOMAS GAU 387 NIF CLARK TMP 80 p. D. B. 753 p. 467 �Iy �s�` � �tsn LOT 14 ``Q LOT 13 S � / LIC, NO, 1443� / D.B. 659 p. 22 (plat) D.B.411 p.195 L? cn o ice( ' 1 / SHEET i �/ Q:\NMORRISITMPROJ1387-LIVENGOOD\GLEN-UV PHASED PLANS .pro 13 / 24� r, I ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES: x DUST CONTROL Measures for dust control, as stated in section 3.39 of the Virginia Erosion and Sediment Control Handbook, shall be implemented during grading and construction in order to prevent surface and air movement of dust from exposed soil surfaces and to reduce the presence of airborne substances. x TOPSOIL STOCKPILING All topsoil stockpile locations shall be in areas that are protected by proposed sediment trapping measures. Any other stockpile areas shall require a plan amendment. x CONSTRUCTION ROAD STABILIZATION All roads will be subject to construction road stabilization at the discretion of the Erosion Control Officer once the roads have been brought tb%finish grade. x ALL VEGETATIVE PRACTICES To include permanent and temporary seeding, mulching and topsoiling -- All denuded area shall be controlled by vegetative practices as detailed in the narrative. Topsoiling, mulching, and any other measures'to enhance growth and protect against erosion are recommended. x DIVERSION DIKES The diversion dikes shown on this plan are intended to either: -divert silt laden water toward a trap,divert clean water away from a trap, or. to keep clean,water from crossing a disturbed area and thus becoming contaminated. x MS-16.` UNDERGROUND UTILITY CONSTRUCTION Underground utility lines shall be installed in accordance with the following standards, in addition to other applicable criteria: A.' No more than 500 linear feet of trench may be opened at one time. B..Excavated material shall be placed on the uphill side of'.trenches. C. Effluent from dewatering operations shall be filtered or.passed'through an`approved sediment trapping device; or both, and disc.harged'in a manner that does not adversely affect flowing streams or off-site'pcoperty. D. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and to`promotestabilization..: E. Restabilization shall "be accomplished in accordance with these regulations F. Applicable safety regulations shall be complied with. x THIS PLAN REPRESENTS ONLY ONE PART OF.THE APPROVED EROSION AND SEDIMENT CONTROL PERMIT:CONTRACTOR MUST ALSO IMPLEMENT THE PRACTICES IN THE APPROVED EROSION .AND SEDIMENT CONTROL NARRATIVE.TO COMPLY WITH THE PERMIT. CONTRACTOR MUST KEEP AN APPROVED COPY OF THE PLAN AND''NARRATIVE ON THE JOB SITE AT'ALL'TIMES: GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. The dams for all sediment basins and traps shall be constructed with fill and are to be within 95% of maximum dry density and 2% of optimum moisture content. A licensed geotechnical engineer shall be in charge of any design considerations associated with the dams and shall be present to approve any fill material used in'the construction of the dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. L\_1 PHASE 2, SECTION S - 5 (A COTTAGE SECTION) rN*I-N NOTE: ALL EROSION CONTROL AND STORMWATER MANAGEMENT MEASURES ARE PART OF PHASE 1 OF THIS CONSTRUCTION PROJECT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as'the first step in clearing. 4• A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or wasted areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined`' by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or'cleanup.to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material is to be taken from an approved, designated borrow area. 11. All waste material is to be taken an approved waste area. Earth fill shall be'inert materials only,' free of roots, stumps, wood, rubbish, and other debris.` 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.2B. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support in order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street caused by slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable, all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion o*f the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist of a 50/50 mix of Annual Ryegrass and Cerreal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch -is to be applied at BO lbs/100 sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90 lbs/1000 sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000 lbs/acre-and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180 lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegras or Kentucky Bluegrass. Straw mulch is to be applied at 80 lbs/100 sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is.to be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dikes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. EROSION AND SEDIMENT CONTROL PLAN LEGEND �✓ w 0 '^W Nv� Z o � 0� NQ Q Q Qr 0CC Q �W >o c oo U_ 4Z wZ C5;J W � Q oQ ow N CO Q Q ►n o zo 39 NN c W cc o � o� W cc cc o� aW Z r W W CL REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING & A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DESCRIPTION KEY SYMBOL DESCRIPTION KEY SYMBOL CONSTRUCTION ENTRANCE 3.02 CEEz= OUTLET PROTECTION 3.18 OP CONSTRUCTION ROAD 3.03 CIS$ LEVEL SPREADER 3.21 Q STABILIZATION SILT FENCE 3.05 $F X _ X- TEMPORARY SEEDING 3.31 TS DATE INLET PROTECTION 3.07 IP 0 PERMANENT SEEDING 3.32 PS JULY 28, 2008 CULVERT INLET PROTECTION 3.OB Gip (D DUST CONTROL 3.39 DC Q TEMPORARY DIVERSION DIKE 3.09 LIMITS OF CONST. & DRIP LINE IN WOODED -AREAS DIVERSION DITCH 3.12 O-�-�---�-- ,r DRAINAGE DIVIDE SEDIMENT TRAP 3.13 ST 1 SAFTEY FENCE-xXYxXX-YxxXxxxx SEDIMENT BASIN 3.14 $g-1 EXISTING TREE LINE SHEET INDEX EROSION & SEDIMENT CONTROL & STORMWATER MANAGEMENT PLAN SHEET 14-------- E & SC & SWM COVER SHEET SHEET 15-------- E & SC SOILS & EXIST. CONDITIONS MAP SHEET 16-------- TRAP & BASIN DRAINAGE AREAS SHEET 17-------- E & SC PLAN SHEET 18-------- E & SC PLAN SHEET 19-------- E & SC SEDIMENT TRAP DETAILS SHEET 20-------- E & SC SEDIMENT BASIN DETAILS SHEET 21-------- E & SC DETAILS SHEET 22-------- SWM DRAINAGE AREAS,A�o� OVERVIEW & DETAILSo SHEET 23-------- SWM PLAN BIOFILTER DETAILS ° 1 'Hio>~>As rA7>;�� Lic. No. 1443B � SHEET 24-------- SWM PLAN BIOFILTER DETAILS A 0:\NMORRIS\TMPROJ\387-UVENGOOD\GLEN-UV PHASED Lf)o6Z COJg Z0CL 0 � Z 00W z Wog fA L11 �. 04 > z WZ W o Q2Q a. W Q W0P It Z w 0 m 00 0 Q 2-2 ZWcc ,WIXQ 0W(� FILE NUMBER 387 eo SHEET 14/24 \ \. TMP" 179-99-- r \• MA'RY.- .OLEMAN . , 1 • ,", _._ ••. 1 fir/ y_ I .8°\ �` " I g ; I ` '� _ I �. �- E / t1 t ., \' . I k ; i t \y+ , # .t ; ; t I. ; 1 \, j 8 t I '/I' _ i 1 5 / V J, , n1i""N I I 014,I I)• ,f I• 1 I J, / ] ' f i ;/ k ; , . �If;fl r' ter t f s , ; 1 j s r 11f t- i ' /" 1 ,-,,Ii' / fI 1: ' <4 > S' 1/ I 6 r V 1 ;, 1 _ vl,;,,,, t3I I / r'14 tt 1. 2 t I / , i. ,�1, I � r \ mvba -"--,•. \ -,, /I >., .,\ ,.%, ,.,,•. \, ^.,%'`"\. \. t `\ ,, 1 r i k I MARY COLEMAN y ! \, `, \, I ` \ 4 ,,,"b `` �" TMP 79-26 ♦ ✓',rr \ ` ` 4w° ° `` •,\. \\ b `�,��. \ i ; s f `• \ \ `'\ i � ,., �:' r , �B 54�"P- 426• / K, I " I ° k t i \, \ �„ D. B `f4 p. 455 '"�`�, J DONALi1" IGGIN r " "�� , ,,, "` \ ) `� , \ / a ��`- ``'� `Y�. B. 103d �209 _ -.- _." / `'��l ",,.,"� ^1_..,, ' ." `-, \ `'\ \ 1 `t t r \ J, -------r »-=-- ------=. - ----- ". _ ,p .. K \, \, i i 1 r / ... r r " ` ^ \ w..._1_ `\ f / , ``y o 4b^oa \ ,r °� \ , \ r `! k ! 1 . , ,I "--_—_'r ' - `'`" ___'_---_ •` "•',`,'','. -_ """,.I""',. '""'•",^, ,�'' _.`` \ , -+� \ \ \ 4'a r14r •� , `l k S "'"'4 i ��,/ % \ rl Sr. ,-1 ; 'r °,`oa°tp ,.,,-,,,,,,,.ti.. 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'-:,•r:G:}i. r.:. x%ll.F. .. r „n/• f , .r.L.F✓:../ , : j � \ \ \,i j s'' , / / rr..,.....r•::>.GSfY! . ....r..{... v,�•:{!.,.,,; r. is +• : %,:::,... J;.,v<3.:,.•:..�� I / .,\.. � r^- / ` / >Y ': •„:/v+n.Si::::::✓,!/ I:rf.ry'L(✓.-:�r...{•.�%.,.:+f_/,.!r,�sSlrr.�..•. Fc ..... ...... .,.-." r✓ .�✓ \ L ITS , . woo r / �: .. .... ✓ % ;I EX. SAIJ MH CON-1I r ! ✓ ,:,'.-! f <,: ::;. / / /' , TDP=332.85:' � I ✓ :, `�' \.7.;: :" - J ' , f i . ��G ,�° i/r / i .t I7=321`.`'O5 ..... .vr...w �,. r 1 .^....�'" ^I `r.w- _ + "� �il. • .j / 7 f \- Y ° f; f` ,// J J . JJ r ,J ' r✓• °'°.W°°,\a�"°` /t i /'f// / / / / ! ` \ SECTION\53,;�_" ,„•� •� (SF �^ ... ...'...................�.... wr.. / I {;; ..^.--- / / J I � * I 1 GLENMORE - 1 r t+ "°° �h ;' L �'' / f % % + SF f J ✓f :, % T�/JE ENTIA 0 TSID PEAzmffER OF DPEN SP7�C ✓� /J + j r l S - �..w-..(9ii.Yq.i`�,<,mr " °rY' wwv.•,.w.,v.+r:....,•.r ns'..Fn„w.+^,o°""°°,ee:»�'v° / , . . �r/'f / / ° rj! ! .....-....•-.~ �, _ -:.�" ` a" .. ...,._ / / t / IS HE RV F A STORMW6Jt-H FAC ITY // • / i / \' SUB wVISION PLAT,-RE06R0L�@ LOT 3 ' ► ""'��- '''� SASS 1 } XON I �� I /,. <:g 1/ ,, �.�.,. ' / i�' % MaINT NE E &/ACC EASFM6f3T \. 3777 VJD TAN EX 4` _ ,,. D.B. 169pf i ~ WA 1 �RLild INTTS / /� ''� W t % / :.>:. +;' TANE 1 „ .."`\ ✓✓ r APPROX. LOCATION .. ONST. •^,,,,.....,. ►- -,. r / / //' /, <.;.r.' ,/ / / ' ✓r '� % / i % / `. ~ _ LOT 1 _ "<. _lr�. i „. >> _ EX. D. I. ..,,.,,� ...........-. .\Y S `Y` (�Cf ,✓/ yr }•.G.r� ;'; % i / /✓ rr / J , _ _ r " / v r i r fir,:;+ / . - - - - - - - -�T_ _ _ ___ - - - -.� - - _ _ �'� '` -TDP=326.39 5, f ./ / % r STAGING NOTE / ✓` ` `Y / P G A ✓ ✓ Jr' y fv:./f/ r;:', / t / JJ/// ,r ✓ .,''• r % J `J—"—. •_•—,^•x. w~'.=� L A `' / " y O (1 V I/ / ° , hY ,, r' J ! ! / / % >✓` ! / kI=32t. 39-" � '-,,..,," ��r3 2 E.C-`" Y.x�x ! /� <>.`:<��' r%r/ ! j j / �`/ t - ,' ✓/ ✓• / r '_� �.�� ";�`� ' ��` :f-: j / / ✓' / / IT IS NOT THE INTENT OF THIS PLAN TO LIMIT STAGING TO THE STAGING AREA. 'IMITS OF ''fY/ / / f'✓ / / STAGING MAY TAKE PLACE ANYWHERE ON THIS SITE SO LONG AS IT IS WITHIN b _ _ » _ _ _ ` _ _ _ -' ' ` - - ' X. — ! ,'�-` -.r/ ° ;t,r/ / t / ! j + f` / THE LIMITS OF CONSTRUCTION AND IS PROTECTED BY AN APPROPRIATE SEDIMENT _EX. STM. MH. \�` +.\\ \\\�\\ \ \1�7 \::`` r fr~ CONST.},><1 TRAPPING MEASURE. -I' O'-20&094 i TOP=327.40 !~ \� 'r1 ° \ II 320. 50 \ \ ` - _ \� i� k ' / w!' ,r tt bHf ON �DI 0 Imo\ I0=320.04 I0=320.50 .. ,..-..- - , ST- �I� r : r J ' •\. t ,�.............. ,, � �� I � IN -It 1SL MS-16: UNDERGROUND UTILITY CONSTRUCTION ... ^ .• J rl / J/ !1 / i� i DAM'1 ! J + + j , \ � LIMITS 0 r _ t\\. <> :,< , r ! J Under I % \� .".�. h'E7R' "315.0 �` �+x ° pR 1> F'� / ?� ' i I � t ;J � /'/ round utility Imes shall be installed in accordance with the following ! SEE SHT.21 FOR Ifi _ �r`��:e + E :;Y" t 1 / g Y 9 I\ LOT 2, CONS I BOT. - 312.0 \;.t iC1 f t r / ; / f ! i t s , standards, in addition to other, applicable criteria: \„ t /' ^" -DIVERSION-DITCH, I 1 _ ` .y ,..,,.. J / ! r t s -- �, % ✓ "„ • „ D.A. = 2 5--At.' �`\\ k x .! �� P� `': }`- r r t J / A. No more than 500 linear feet of trench may be opened at one time. \. TYPICAL SECTION _ \I �QO ?'''j� t ,/ t ' } Y P \• eta; ~�, •• ��••'""••'" ,r'„ ^„ �--�-' ✓ •••' - • •'. 7 yd ';\ ,;;{�/ f r � i i B. Excavated material shall be placed on the uphill side of trenches. t � '-•T�-'S--- "� 3 (` J \ Gad \ :!:+" y, EX� r r r\;S r;;rfn/ /xJ'' �j / i` J ; ( C. Effluent from dewatering operations shall be filtered or, passed through EXISTING w riff r : / % / , \ _,-. w ••�•O. .•«'Jl ;/ \ ,,,w~ ... �.I I� •�� `,\\t\y yr' ° �h,:.Y•.y� %�Y ; /r i i . r € an approved sediment trapping device, or both, and discharged in a manner �• � "�` >A �."'-- ACCESS EASEMENT ' � •�`\" ' J`%�'�%�' / { i } } that does not adversely affect flowing streams or off -site property. "µ i �,;;;;�y'' _rw,,.,�.. „.... %' a<> I/AREAS `bF •TIC D ! } D. Material used for backfilling trenches shall be properly compacted in "...m._.......... O 8 �A22 P 46 -485 '%";!c" i € t t r ," : \ \ . ,,.► r J:c{: ;.'r+: ` OR REAM O i `7MP 94-3 i \ I-•<fi<Y order to minimize erosion and to promote stabilization. \ ^.. -"."" ".� - „„ \. , (P 1IT' �, '''% REMAN NDI URBE>� ! i MEANS or ROARK -.... �» \ �� "" " J • LA , ,� /' ; ;+ J J E. Restabilization shall be accomplished in accordance with these regulations ~ ,,f>: r'.:. ;, r i J D.B. 683 p . 63 F. Applicable safety regulations shall be complied with. BY M wr \>• SEE SIH•1�EEIT� 2 ` ° ; �'"; 4%` /�+ / / % PL `N HIS TORRY IS FILES FOSTER 20 ' STORMWA TER PROTECTION . " - ",,,N, L / . :.. y D.B. 659 p. 22 (plat) / , \ ✓ �,, OOIOjNA a FACILITY ACCESS, . DETAILS SECTIOT5 1 EASL'> ENT ' j ' . / �•' i .' t r / LOT 1 \\ SF Jr ' GLENMORE `�,,...__... vVV/ t.. :� " .% ' SF �/ l „e„ / �. CTION S1-A-_" ---Yy:i ✓ ;` TOTAL DISTURBED AREA — 23.01 AC. GLENMORE ASSOCIATES LEVEL SPREADER ram; LIMITED PARTNERSHIP �. ✓ r ` `Y SUBDIVISION PLAT R CflF(6ED v ' LIMI TS OF WITH RIGID LIP - / SEE DETAIL g, >> \ CONS�T'. @ D.B. 1717 p. 425 /J "" % . SHEET 21 0 y to r^ �� / �f .1, i.) � , r,,.. y.� .� � _� � "''. M - w _ .. —."" ' �'"•�.., .. Y � , ct t t ` ``•• ..,..•'r~ , � �i a 'f "„. r� .:;%v " I j ---- 100' STREAM BUFFER t •\ \,,, , 1 - L,-or t 7 '� _"_ 7 �0�`{A5c gE d6 THIS SHEET FOR EROSION EX. SAID. MH 1 t .� / CarrollCrk-1-28 g;, SF I ." } i 144 w WATERTIGHT LID !co TOP= 307.35 ` i'' "" \\\\ CONTROL PURPOSES ONLY 11 ,✓ II=298. so ,::y / . OPEN SPACE ^" �° / �' ° I0=298.43 ' :, - - _ ✓./ ;;' ,hy lq O ?� INTEAM�TTENT �� P rl I✓r' EX. 20' A. C. S. A ACCESS ESMT. € «: STREAM AREAS OF WETLAND D.B. 2422 ) r'` ~ OR STREAM TO :3 .:,.:'";:.-• ^^ t3 p. 469-485 (PLAT :.. .... tip, �^.��• \ " / / ij ✓// - " .:, : w f REMAIN UNDISTURBED fit% "• \ / //% yy "~"� r j.ti-:♦t:'' :. �i Yrc'`? N�{.:c�•:.:c`r },: "„^ ., w \,� `\ 20 ' A . 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J.( `,'i-f!v. r / f ,r/'.:'.,r�:F".'iix:{.:Y::c:. .r.�:%'•r'• „J ,+.�� r +r•: ..1.. `�Y-: r: r;• r'33�:•„7�i'<;/,%�1f�...,r: \ � PLAT ..\..:::.<,•G ruY: .}:-i� � ,, r� J `n . / ,/„f!t... .,` �..,.::. 3}.: .w, J '\ ( ).:,v,••!•:. .?I%/''` •,•� n'•ti•Y.G:Y'+ .,/.-: //{f•l:r%.% ..{./ 'r.:/f:. / ,.Y ,c <jn::F1/%, 4 /i •„t .;kr :.�„ ./j+l, .{.,},. / Y.n,. %.f.::f'f Y..!§r• r••"•' rrr:+l'y'fi:::-!ft/;.{„/•.,' .. JJ}!Jr rl y!:,y,. j r .''rl✓ r•' ri: L•r ri '}Y.+. -! rr•3. ,•9i `• `\., r~•-- ,� _ .%fx�,ry,.3,!r, !r „/ ./r.,'NY%: %. �fr . ..1. � w CONTROL AND STORM'V!/ATEi� �,%' < 3»+rir.:.•J l'•''�' ...... �W: �»j, of •i+:. / / (�• � JJ / � � /irG' / /•' �i:; �: ."" ,.,....•-^./wy/ '�' -... "� • _-•.._..^ •-.^• ",, .y^•"•....,..,,„.. ^ / }Gii/G.; !�/ � : �q3:. ' \G � ,/✓� / i .c/.•}ft.%.f ,,,,./'--" �„•,- / ....-.,..+.•-_• .xdA..r,e` `~ , , - M ¢: MANAGEMENT MEASURES ACHE PART OF i:'', r!S•r. ~ 'A n c�n WNH ��O° roo w !r ✓r.^„"tf.. ,%,/,(..:..ti %:F.. ./%{�i'ir, r'r u .,.. '�+�, w,,.•.•.•-n,, it r: �/ J!J ,-/' / / \. / / J •i %it} r �� f ✓ /-' � .w .t-^^"'"^'•�, ..«•.:........-••w•„.. -•„•,,,� 1, �+•. ".•^`^"'•"-" ^.c. nr.,lr+.•S'�o',!�� .^ CL r / � r.,;;:� J{,Ytv/.::•�::r.�{,�!' ✓,r V r~''r�/ yr.y'"M ... _, ter."" ,3,+�`,«� ..w'„o, �� ., r ?sr yr�\'� �' / PHASE 1 CIF THIS CONSTRUCTION ECT, _ ' fr, ;`: r��'':':';,/✓,r ✓-''' ..` ,.. ry' "^,.•" " y...�•"';..>-'~;,'• _.. i`i��;"^•^.^,",.,�': ti.• �' cc TMP 94-6 \, r , / .C3 y'` ::i: ;. .-r:; .f '.` r r✓ N" .+" r r .s'^ "^ ..^'."�` '•" •`^•.^^^•'.'.B\. �" 4 ,\p 4,1'^.^^,,., '`,�'�„"\ "�•`••.ti rtp��+ �+ \\ \ cc ri• ✓J / .i'.3%;r. yy{;'.,,{:;: f?u!Sl ✓ ,/ .✓'~' ''' r'' ,,,r '•"' u+.xo.,, LV S_-LLty } ~r / , f:: Y�{{;.; ry ; ,;G�cYY / r r? r .•~"". ...••~"' ,y ,."«..,,,,.• "P ,, , \., '\, �.. ` ``� .. .. r f i Jf Y/ J ✓'' TMP >93 J b 7�. 3073 p. 667 \. ! O g / + ,"<r%r ,Y >' !':'' ✓' .r ✓/ J'✓OLNMOT�E- �� " " ✓ y " w ^- , " " \ U j S ` �F C�,{ ' r lr��/"�' �✓ ✓' ✓ J r /i ,RL•'H ✓'' "r" .r' r ./''" ............. .,,\�.,-, as "„,"`� \. '\ \. \,\',. '.. .. ^.........-•......•.......✓` +````'_ , •' ' ,v,'�? r: r, ;'- ✓! r •,,J• r , ' , �i r'.'~. ,,..•.-"'^'i"' r-` r' ✓ q'' 4 , '"`, ^''.,.., \'. '\. ',. \ \,-'•..\" �•\ "^•,..,,, , ,{./•:: '.2Y. fi}' J r ✓ ✓ ✓ '" � ✓`r J"/ rr -' J,,..~'~ .r r✓.r• ^, °'`"d"or•.;,�;�,,,, ^',•" �\..`.� .\� � \•\ `, •., ti.\ ,,.. --..,~.-.. `:?- .:r•;}Y:%l i / •r / r'r , ✓ r ,,rr•r ,,. i-' - �`^,,,"" \.�. \,•, �, ,\'•,, r ` ,' �l i'tf':i,<```` J'r .f/•.r''' Jf/J rr ✓J'J' r/,. ✓r.. .'' Or ,,`` .,.-,''~. ,+•'' J "`w. '\. "`\ . -\ , r " / � a O U ^W N= Nm q� 00 No C' Qr 0cc U 4 ccW >o 00 r� a Z J Z o W Q o OW d8 .-j Z N CC U-) o (D t L-C O Ili Z M. w U) �o P- W aW �9 V W 0 REVISIONS DEC. 18 2008 PER COUNTY ENGINEERING C A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE J U LY 28, 2008 SCALE ill =50' CONTOUR INTERVAL 2 FEET Z �� Y! 5 U)CL 00 WZ Z Z Z o V > ev WZ W W (� Z o (/) J �W 0 X06 °� W Q 0 2Z Z0 J0 c� o� W FILE NUMBER 387 SHEET 17/24 '"°nsvazva., TMP ,,,, 79,^.. ,« ` / 'ter `~'',.. `\,^ , \°,e°°, '-\,. ``•\,\, ~\. `•,,,,,, `•..`'",.` '^� 0 k i 1 `\ `'� @J � ,:•�•' � f ', v,,•`•, •..,.,........_, . s \., 9'"°°°n _ \ '\ MARY COLEMAN ` % eXLE 1 50' ,, \ \ °\, \ , j•- \\- , « f , "�" `•y ```�,., TMP 79-26 50 ..-z€>•r o 50 goo•'''• / '`~� q Q` �•.\D.B. fi 9..p,.�55 \ «. w DONALD RIGGIN i '" " ". .. �`�. ' �"� -, \ ~`` ~ ,., '`� OTE: A � E,1 \�ItJ 01 `tl ONT 1�0I�. A!\�10\ S i' /IVI 'ATE I� i D. B. 1031 p. 209 ✓ " _ '�� '\ 'y ,l `• \ -'. °Mjf�fVEET MEASURESI? PA T OF SCALE TN FEET •,,� "'�^,'4' SECTION S4 OPEN 5'PAiCE ``• •.."\ i `......,�-.-,......,,.._..,...•.._.. ~,i�6�`• � •,,,, � \ `\� r / \\ �`�� ` PHAS,E\1`,OFTH1 CONsTrU`'TIO , P. OJEC, LENMORE ASSOCIATES "^L7NIITQ"PARTNERSHIP 0,1 ;• 1 ' \ 1 OP SPACE t t �,..+�,, ,\, \. \l \ \ / , k y \ \• '\ / / a4 1 °°< a Jp, <' i j``'+11 ' j �.a j \ , \ < •` .•<i� " k ` ♦ •i y y , \. \ \ ) i , k I`� IS 'NOT" INTENT t,yyI 1�LAlV T' LIMIT S�A6\ING TO TH �SyTAGING AREA. STAGING MA',Y TA PLACt ANYWPER o g r$ �IT SO LONG S 'IT 1 WITHIN: THE LIMITS OF r / 1 \,• ! t t �„ l 1AREA CONSTR TIN AND fS PR E4TEQ BY {IN APPROPRIA SOIMENT `TRAPPING MEASURE. REST RV ACC G J {Yy` t } k !1 �., ) + k / �! �/ „ \ .AND-FUTORE ROAD �(D '\, I ~ ! e % % ; , a t ; 1 1 r, p, `\ `'\, % \ i ,\ (7.:. t \` „� WATERLINE LQNNECTIDN ! ' SEG�T ION S4 , i LOT 8 \ DAM = 36B. 0 i < < < rr `` , , \ ^, �" / =s YS-�16j U N Q ER OU N C? TI LILY`: Q NS 'RU Q (� "... ^ ( ( GLMNO E WEIR 367.0 S !' / \ \ i ,:''z `' \ \, i t R BOT. _ 364.5 , ( ! ! ! i �, `\ "'`\, \�^^. ,j tUndergro nd wtihity? Ian �ha: 1 tbel i stilled in accor�r�ance\with\.the fo3Jpwing , # I 1 Il SUBDIVISION LAB i D.A. = 1.3 A ? SF r ! /r✓ ' ;` ; `stan'dardJ, ir`a, addi too'ol t dth r lappl cable cri teri"a; ` `\ RECOR @\\ `\ �,S .= 203 y o��',,,� ! f \ i \ ;�,\. \' `~` w % \ f i'/ f 1 I A. }No ore 'thah 5f10'li •eae't bf trench may be opened• at one tifiet` t'1 JD�.B. 1 2 p.306 r,r # ; �('=-; i LOT 20 S Y� ��:' \ ' ^ " ~\'• `Y- '' ! ! ( ) B. jExc vatgd matePi 1 ha l'b p1a d yn the uphill\$idd,�of trenches• rr' ! tt•� �' C Eff uent fliom de at Pi o rati ns shall a. �"n�� %, / /' \$ Z , -it '� x !LIMITS ' \ \ r'" �"✓ �! J' J! ." , g. t i p' P "II y ` 1 ° -X .;3aJ l . \. t fi 1 t edn as throw 1t• ..''''•r f ! 4° """� �` J E i / , f-x" X :x-XXxx " CONST / - - / "r:' . ` �; °� ` -y` vim" ' ; ; Jan pprbvep s�di�len t appi g ide icy or,,��oth, `end discharged irr a manner Y " that dgeS Bois ada�er e1:y f ct flrowiing streams of off -sire operty.^.,~ 1% \. , Fr''r' ,-: ifrr: -/ /D. M teri 1 us fQr acl�fi 1jv_ :tr ch s shall be properly com ted in j { / \ •`\ '• .. r r [ 10 ' PEDE 'fRIAN ...s' /:'�:,,,, "°` " " ....- •-•...••~--' ' ".,�_•`° I ! \ + 9 K: .fir f ' `«t ''�� t a°° ° SEE SHT.i ` fr` ! 7 ! \ j , A \X.D.,T. i / ¢ + ! 1 f PATH EASEMENT ;;': .: , , der to min;imie roio and o ro ote �tabiliza'ion. ° v i \ / ! �:.< <<;' ? I, ERSION DIT \� ��" ! f f { ed i a co da cey. wi th these re ulai TOI'=358'20 , + + ! / ,' :Y t ,t, tt.,;t: ; .. ` c yy TMP 80-47 \' - , E. estaUi 1 i.zat.lonf sh 11{ be, ac orn I i h , n p r n g an r f, \ _ 1 /.> , <,>,: '` .1: \: -, TYPI•'6A SECTION i^.•- '' f F. A In cabs a S'a f ty eg)11 a ions ha 1 be complied wi thy LOT 7 IO- 65.0 ! S + 'y/� li, `' %" >"' :i BETTY McCLA1�(AHAii { PP q It , •{•'. j J' ! ''''r'' yy'.'+)'/J{ry. f,•:io a:' �:. \+ a� -',., <+, J j 1 t { ,.. r f • 1 t - k �..D:••8:••-•1-1.8'4' 718 � .rr' I # ...W.. '\ 453 .529 l at - - 3 ; \� ,.� ! l 1 1 i? .f F:i'r it:r`� .y-•.;::?'i%rb�: ::;:, rl: S.' ,+` C ♦ '� ./' �- \ � 'ss {,.s' ,,,~ P (P ) ,r-•.,�^ ,ram' / , -i-' , /, i': ;f' �•`'14' +woo• ,.•<' / 1 .,! ! tA,. 9 f„-,'r,'Y,'. Jf Z• ' ( ; �t .. M, .<•• "' •r' ,7 \Ly. '' .r i j •-.....\,\ .,,,. i 1 >~+ I - J`//:r%. .....�., __� ��, • J �C.�T L U I S U R B� [� E �3 01 Ac k i { , (-E }�'. ES- t k ! �"m \ 1 ', s>::{iw ; i\� 'e w i!,J, \� + /',am'" ♦ .- 1 I /15 _RCP `: " P I }I \.. \ :;. .✓ l'{s {?% 1 l �l ;, i . `' v «•... w ,.. ..... .20 �" :.Y ./: ; \ `\ 'Jr•r .J'/ / J� ' � f%' � 1 t 7 � ! ...f f�f f I J•'++ % J. !: t �-k,,r`. 'hro ' ay �\ �\y \, y' ",..,,,,,,,,,., ...... .....-..--••< ".'. ,,.,......,_.,.......«..,. "„'..• �,°<'" l.""^„ J'<' �' i i k k i Y ' t ^^'"~ 4```� ^^•., tt� f l `< t \ \ \ \ y LOT / , ,, /' ! ; , tl ' 1 ; ,� ,.,...,. r � ,: t 'fvir: �!!' . \ � + . °,en„°•m•,°0^j°"m.:,+^v„n^°<'+,wo} , � a, / j1 ; i k � ; 93A 1- EX. D. I. :� r- ; , , „�'•°°°°n ._. \ ^,•,....... k \ TOP=358.3 `,� 1 i j ,\. ,.`'\` y\, y , w µ - .- -� _. w _ , \ ` M-/ i t 5 GLtENT RE ASSO IA TES ! f 4 t { 1!''' < t t l y ,\ II=354. 1 I f ♦ ; \ %.„• \, > .\ y - x _ -, « THE.ENTIRF QU_TSIDE PEAIMETEfl't9F OPEN SPACE / L MIT PARTN•RSHIP 11 SECTI N S3 •�.�• 0=354 3 L , j ! l ( , %`''' �•: � ''� _ _ "\ f 1 1 . B. 1�09 p. 253 (PLAT) Q G, :?;;' _ y - - - IS RESERVED FOR A STORMWATER FACILITY �^ f f f f t` t t1 i ! `lam% f ��-�� , :\ ,~-�' r ."""MAINfiA1dEfJG •& ACGESS EASEMENT .. ........W J \ f i 5 -- f SUBDIVIS D PLC ! J q{ t € v<< \• \ }\ "` y, \� ~ , ;` k D, B. 11 1 p: 1313 l D.;B. 1074 i203 (PLAT)'"` .. D.~- .............. i i i k \ " OPEN`SPACE -,�` " \ \• �.. 1� 1 f r ' ' ' � mv,o \ k J f { i /' ! J1 •\. wt %�,.s: % �. ',�'�„� - +`„� _ v i `:: \ \ \\y\ i:::: ; ;''� `:::::`\ \ ,�+ , r, .\ _ _ _ gym. „ n., ` \ , - +,\,\C-'``- '"` \,�,�•.��\, 1- mr ` ` J,! t t j J 1 20'SANIT RY ,' j :l. f \ \• \,\,.w��y, \. "<.. _...,...•<�\ i I t _ LOT 15 j �r I1 s J \ € I ;-t, ° \„ , tit f SEWER E SEM NT ,. ; 1 1{ ; ¢!: ,,y \ \, \ 1 ,,., \� %.. `'',...r f :i1 '\. \ ,_ ', \, ^,.` V\L,. �"v,: ",..............•...,....,....,„^, `\ • , ! .i rr ->;r,; I' \ ( ! r { <>: <- LOT 19 \ '� / J / /1 - _ , , /f � •.•"'l ; ••..,.% 1 I 1 ! � { � % .li.•Y-'-''`y \ -\ - - ' DIVERSION"DITCH..... '` i ::. . ' I LOT 42, LOT2 %. }., \ �.• \e "- "SEE fir 21 FOR ' INTERMITTENT - „ �..-. / i /- "� I 1 1 % ' r 10`' RIVATP\ SAN.\ w�: \ \ STREAM 4, �,.:.' 4 a pp , \ - \ %�` , TYPICAL SECTION / !' !: >... ,, rr r y Lk ERAL MT, / i .... " #' ' ,' I rr LIMITS ',< ` \. l EX. V 1 f U! .�:i,::�: t y `-. \ � \\ `8p'SANIT,4` Y ♦ 1� i ``",,,.\.., \ _f - ' r , t t •' ! f CONST. i 1 WATRLINE t t w ^3r: , T�'P, 'LIMIT �OF \ SEWER EASNT 1 ` \ \ \ ` t\,i, \•. \ f ! 2 f i 1 , , ! f \ r.:' , ; Sod ; "`•+,,, ;,`„y. \ .• 1 f t I 1 1 , i i ,C' � i C { � t j � rlyr %jtj � {,�' , \ \ 'f• k , ``+,. ^r,: \ `\` <n•:w°•.,: < g \ f '} , ,f�• # ; t t t 1 I , �' 'jL , 1 f I / DC ' (? :.�.., � ''r/l,/:'//[, %f'r'' � y \ 4 � \ \ � t ' � ��r... rta `•'^-•-` � ^,� ~ ., '•F % ~ f d' I LI ITS OF \ \ '� .,,. .� r # CONST. ':< J a \ . :""^ ' '�`'' 1`~t �\ �� 120'SANITARY LOT 14 # .. ,. ,;., 1 \ 3 \-o L , _ ; '•-'--,� •^•.., a, ~`,,. c +\,., SEWER ASEMEN ( ` , f.,! s\ , , ; ., , w '' RESER ED FOR OD i t LIMITS OF i s r '; t TMP SO 48 \' .�� ,^ \ \ \ � s: ,� 1 t CONST.t \ 15"CMP OR POPE �y� ; k GLEN�IORE A oCIAT s ` . �.... _ ... .. MS %\ ', ;. FUTURU EXTEN ION rk �� W.M. ( t \ W. M. frf: f>v W/END SEC ONS ; n \ LIMI FSED PAREASH2` ~ `\0 ``.`:; 0{ \ \ TYP. ry %% L 1S „t, k' ` ,, \. �" I'tJ, ♦ MAINTAIN "TO k D.B. 3528 p. 593 �.`'`\'\ \ \ \ 12' COVE tl1PLAN)\`�\ ` •1� 5 ' I \, \ 1 ` k LOT 23 1 C:; s a: / .: i t i w . ... . ..... 7___ ° <o„ °° 'C`x N \ \ ; _ _ f __ I . LO �#:1 ` <' � ply" ".s �..�..w ,.w L w w i _=[--"�� '�"\-,\ . . .......... ` \ \�` ` \ ;`\ ; F/ t } 1 N, (EXI ( 1 t }i: { k i \ \� \ _ -$ 50 ' R/ � � +\,, � .f z"� " .................. Nip , w..... \ 0-'4t3 `°.,,, �\ _ \� \ I\ _77t j f r .i' r i t TMP '� _ ..-- - \.,, ,, : %' .3 I SAN; LATERAL \ % ;. '•<. r 4% O f: _ \ �� , l \ " '� l Q f \ t � \ t ►� r'.Y: • � f T .; . . w w G. .. /.:. ! •:. ::,,; 'r .. ..: •:°: •b '!-. ?' '.,t r,. ...•:. G r •. •,..,..o:C .< %Y`:` r, ./7`:.{'.iv r , -1• f t \ .f. ..+s.:' /.:?.'. .,:. 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Ir ri /: 'r- :l ri/r•: , r .r4%. .: �•: :.�+ r{ '-r.. 1 f .. f.,..r :..,:.... : r ., ..: ff , .. ..r : ..:•rasr l}rr 4!:</.,.::rr s ,'/..'t.: .Y . rr. .4 ..r :. / /.: r:t:rF . '-^y: "y '{u, ,.r-,.. .f f .+r. ,fQs:%:.;...,. ,Y f. .f `!`+.2 itw:: :r , bi'. ✓, -...t f::.. . •/, ..:.:. /..J r-:,:xv:` : /., ./ri'r:' :r ru � ♦ . � if \ .. -. .� , .. rc. r r., ..✓:. ..,. 4'{'%1.�...' .•. :.cl::v: r .ar ., ." `J�" .n.: �.r.. I .:{:, y.lJ:. ,.r✓.,.:,;.,, 1.r ./,.,.,,. sY;. .✓. •:r-,,.. ..io.i:y{,. \ $ �/•( / k \. ,. - • OJ ; ?.(a-: ?:%!r, a .. rr ;� . f, �Jr: ' „y/' ,LOT 1 \ •\O ST V ! 1 1 � ? : �„ ,.;,(✓r.'%:J/.,b.. , - J{.::./ %,' � {.,,. M.uu�w�n.�.v , /j�� ; g l (� /J k / O J l � i `"»•....,.. i•Y. %r i?:- ,• , C.+• r, ,/ /,.. \ \ \ 1 ! l - �Y �\, \ , i'� . :1 I -, f� / %' `! i •\ j y ,,, .\ � . J! �;Srt '`'r„ry .rr '•' Y � %� fi 33 '' I `1 `..`l.-< ,. •Y,. > r+ -` 'r �{rr: yfi-Uri.� " l� { 1 \ - <¢,'• �'' k I k,,o \ H. 9 ,/ f\ tin t B"x 6"x 6"TEE \ {<:>';} LIMITS OF I I 1 !`� , . zk,, ,. 4/CONST .. SEE SHEET 2 :.: �; I ., LOT 40 ��>"°3� \ �..,� `LQT 24 4� ,<.,....'., ,,,... -�"., EOR...Q#1.TLET / / I t LOT 12 3 ` �`'`. ~"\ % r! >±' err' DETAILS OPEN t ` •.,. "M^^ \ \. ,^ r �/. ' { j� : / I JjD mow^ { , ! �,, .�'� 1 ` M " 20 ' SANITARY SPACE �� , `SF.1�'ER EASEMENT "'`` %`;%'''� ''' "'�•.,_ / Lz N, ' 1 i .Y19\ \„•%/f•• 1 / ••--«• ,^, `'. "d''°"^•"' 'oa TOP-350.4 L T 25 _ I `~ II=342.03 °;` ti ::r \\ 44 yO y O \ w T..5 "' { > y::}: „r# t f''/ �.r' '`•.,` \' ~`,•, I0=341.8 i y e, \ ~ j' I I I\ \ i i " ' I \ TMP,-94 -1 \ DAM 3= °360 0 \ \ t'.' / i ^M \ .:: ;. I L�IMI TS OF w,�+FIR - 35, IV j + s ! j GLEaMOR+E ASSOC A TES \ �•. ~^ \ T. ! , tl , \ / / r� _ "CONS x - t >. I ED PARTNERS IP 1 '}Y tr r A ••\ 1 � "I:OT,"11 BUr: ~> 356.0� t >: .,. r< � � �""' r 1 x s /r:... .. j t D.A. ' B A \ f s; it r i ! D. 8. 35 8 593" �• ``\ i r T.S. 3 3 j� i E y # I �S 1k t x / l . x. EXISTING 15 ST LINE' LIMITS 0t 15"CPt? LO \�{•/ , ! \ TO BE UP -SIZE i8" .\ ,• ( \ � X i \ # r :;r, � �; ;:� �! ! ,rr-w,� SEE SHT.11 FOR ILS\\ `� y �\ ; `'16 TS X !! ' \ ,.F,< i \ \ \ L1MTS OF y SAN. MH i GAF J T 26 ! / SEE SHEET 2 EjX. D , \ \ \ \ FOR OUTLET I f PROTECTION _ i �> DETAILS � _ ' ram-■ is / ;�' '� ! i � D \ / D % -. IO-345.73 /i cx # \ + >rr I >' v t r \ TMP 93A4 H �- - :f,..:•,, 1 \ ! / ,r. L T 3$ .f, �.,v. r< rr E ASSOCIATES � r rr! , . , P GLE OR A / r NM `I / + 20'SANITAR \ ESb T1 Y E 20'DR , X , ! o.{.. „ LIMITED PARTNERSHIP , / ,B. 1669 7 , 1 � IP >� r t, ! \ ^'"SEWER--'EA'SEM�T- .:.ram ! t SF SPACE ! SECTION S OPEIJ SPA r. { ! \ 0 ! J f. r 1669 377 r '• 1•r + D. 8 li { \ s LOT 10 . t• 3 / > I / 1 1 -f- JJ f i 4 / \ \ LOT 27 / i `1 > / ! SAN., { �r EXIST. I \ f _ _ f / { - \ LATER L t r POND 3 \ ! r \ si •\ J ! }`s •M••�'YP .r. -r . x.20'SA Y \ �\ \\\ \ \\\\\\ \ \ ,:-<:;..< � LIMXTS OF } :l... 7; \ o •rr E'RrE S�ML` T "._,...,r s � :J�.! „�, ! 1 CO ST f �- -fi• EX. SA H : D. ' . 1669 p . �177 �y .�' f:�%>: ': ! 1 x •!'<E; � ,f TOP-350.16 �! � I � ( II 340.01 -� , •. •i ( �U / 1 _ 10=339.81 ! 1 i J: , r•- -r. -4-.n 11 /. i, 20 N ' A I TARY 1 f J,< 1 i , S ' < 1 - i SE •ER� EASEM .NT k! S) r' r 1 . LOT 9 LOT 28 .- ,f ;>✓.; r.i' ''i � A 1 t,..._-- ,,,.. ( i I S i � f ♦ �, ''''` I {t I �� ft•2i 1 F 1 LIM T OF------+r- 1 � \ \\ ! N,,,..-•'' � '�r �l h ; ' a JJ ' - -% iv.� :�J,ur y I k 2 , [ 1 ". ... ..... -: 'f r' %/: !' `X-X-X-X �� f , ✓ ,l.Yrr %',' l , � v.N •, 4'r %?f :: . dJ'�rl%, i - jJ�'.. 'i." ,iy"% 1 l + �- "'d'°°' , <� ! ",.l•'- ..' s ff.,'... fi:. f%i':i1�;yr• � ;•.l'•t' '%f ` r r; '• _ `� , .. � I ,SCAN. •^ ...,.,.,•'� .�.. rrr>i. 1:. ,!:;t4,. {-.�,r,, ,. 1 LATERAL /! :t;f:.., ..4Y'.•• J.::` 't �� I / J ,.yl' �`4{fn:;;;q:• f%-'r.•�u !f!rY, :{:r.. i:',:t �} TYP. , ..r;•:`'rl: !; °i.r:fl,•`:?f• r: ;3'�'L'•�i:i::: ?JY:.}f.%:` ::Y/h,.•' a,� \ q..`, y \ + I / r/r••: rlG: Y" I i 1 / t xi LOT 8 SEE TE THIS7HE J LOT_9 \ ` \ 0 /rJ r , r:. ,y. LIMPS -' r r LOy 1 i l '.:::<;�:: :.,:,:::•;; '..:t'>:: ';;:: '''.Y'. Fi< 0 'SAPf, SEWEA EASEMENT / (To IMITS A EONSii: , / \ \, / j • .�1 is OPEN `A SPACE r / r ! !DAM = 3 3. WEIR =A.32, i D.A. =4 3.14 T / S. 4721113 i / f V,B 27011p.V49 /U. p/ F9 1 1 LIMITS OF CONS T: t ! r �• A �iO1 ) 1 , pp ,Ii i ! c, AREAS OF , OR STREA U t ! f a ! J.iIT-ig. fA� G LE i f� i ! t ! ! SF REMAIN UNDIST BEY ! 1 r J / 1• .O 1 / % 1 J f r ! / e , k a S !Y •. k ,:: DEWATER NGf N T�. � 1 { } l .y ! /: r � r `r i /..: . j ® ! - 1 t\ - IO • / 0 CE SB 1 S7' 2 ,�ND HE I�IVEr�S N� TO •EACA N HAVE BEEN JdJSTA(LEDf AND!PRIQR TO JrHE INSTgLLA40N 0 CULERp 7-8 HEJ4ATERINTEEXSTIGPOD 1.\ F V ! j / SHALL BEfi'UMf31 D INTO EDIMENT BASIN TO NSURE ! s THAT N0;'CONTAMI NTS; LEAVE THEISITE•1 t f f . ! J ! f f 1 1 / 1 �6 SI E ' I E 0 OPEtS SPACiE THE ENTIRE UT DE P M T R F t 1 , / i f 0 0 � TE FACILITY. G' f IS RESERVED FIR A T R A R; { ! ! MAINTAN CE & CCE S EA EMENT { { j l ; � f t f kIF CLkARK 'i \ \. y , i ! � TMP 80,49 ` INTERMITTENT B. 7�3 p,,467\ y t STREAM D 8.659\.p, 2S,fpla0 1 f ;� `,' } , � moo.° •�� ,•..` ^,, l /a THIS SHEET FOREROSIC�K LIMITS of CONTROL PURPOSES Q � LAf ;f CONST. j 0:\NMORRISITMPROJ1387-,UR/EtTd6OD\GLEN-UV PHA'SED PLAN- O U C C � O n � S zip, Z 0� No �4 r �a > C, OU UL J 0� w2 UQ rW 3 -jz °N DC Q Lo zcb r ¢ Cl? LU o I IL W Lo v^ oc °' F Uj oC p ti W W 4� 2 4 o)W O ®Uj a REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE n 1 1 = 50 CONTOUR INTERVAL 2 FEET Z In5 U) 0. 00 < Wz (/) 0 Z Z U �r- C z (DW o Q W (L - w 0 W (A 06 Z 0 JC/) 0 rR v (� W FILE NUMBER 387 SHEET 18/24 NOTE: ALL EROSION CONTROL AND STORMWATER a 0 317 MANAGEMENT MEASURES ARE PART OF T----� 77 00 4669 1669 P. PLAT LO D. R. 16'5-9 P, 377 PHASE 1 OF THIS CONSTRUCTION PROJECT. Lu c\j (n o n (o al'o . ... .... . .... to 'cm s j;O .. . ... 32 SEDIMENT TRAP 1 U, o -916 SEDIMENT TRAP 2 315 � "I. DRAINAGE AREA TO TRAP 2.50 Ac. uo_ ui z U) CL _j _j SAF,314 = 335 0: C4 STORAGE VOLUME REQUIRED = c.y. 312 DRAINAGE AREA TO TRAP = 2.22 Ac. . ...... DAM ELEV. 316.24 (H) STORAGE'VOLUME REQUIRED = 298 c,y. HEIGHT OF WEIR ELEV. 315.0 (Ho) Q (4 co w 0 DAM ELEV. 326.24 (H) BOTTOM ELEV. 312.0 HEIGHT OF WEIR ELEV. 325.0 (Ho)O CST OF DAM = 6' (W) BOTTOM ELEV. 322.0 N OWIDTH LENGTH OF WEIR = 15' (Lw) WIDTH OF DAM 6' TOP OF WET STORAGE ELEV, = 313.3 LENGTH OF WEIR 14' (Lw) 322 2:1 WET STORAGE DEPTH 1.3' TOP OF WET STORAGE ELEV. 323.7 CC cv 312 - ------------- WET 324 STORAGE = 171 c,y. WET STORAGE DEPTH 1.7' n - i y DRY STORAGE = 166 c.y. -14 WET STORAGE 159 c.y.-' 6' -315 316 TOTAL STORAGE PROVIDED = 337 c.y. DRY STORAGE 155 c.y. 326 326- 0 w 6' 0'; 316 TOTAL STORAGE PROVIDED 314 c.y. -324 0 -jj Lo U�w c\1 314 322 3:1 00 rr F- 9 rr Z 3:1 SEDIMENT- TRAP NOTES Lu OG; Q. W 1. CONSTRUCTION OF TRAPS I THRU 7 SHALL BE IN ACCORDANCE WITH THE CONTOURS SHOWN ON THIS SHEET. z 2. TEMPORARY SEDIMENT TRAPS 1, 2 AND 3 ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT BIOFILTERS. CONVERSION 0 IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR, SCALE 1" 20' 3. THE DAMS FOR TRAPS I THRU 7 SHALL BE COMPACTED FILL, THE STONE 20 10 0 20 40 WEIR FOR EACH TRAP SHALL CONTINUE ALONG THE EXTERNAL FILL SLOPE REVISIONS OF EACH DAM AND A MINIMUM OF 10 (TEN) FEET BEYOND THE FILL DEC. 18,2008 SLOPE PER DETAIL A. SCALE IN FEET PER COUNTY ENGINEERING 4 A,C.S.A. COMMENTS MAR. 22, 2011 9 DETAIL 'A' 1669 P. 377 PLAT 0-6- ADD CONSTRUCTION PHASING INFORMATION M.S.' (SEE SEDIMENT TRAP NOTE 3) �. ,,..�'��.�' / ij Lw (VARIABLE) LT'jn: x >( Ex T E) F 36 Tree Line / 0.51 Line 366 i� .......... 368 SAF FILTERCLOTH 2' _4368+ DATE -329 2 "1 + } '"° , -1- J' ,�� 2 „ �.� . SEDIMENT TRAP 4 . . . . ......... ........ O �" + DRAINAGE AREA TO TRAP = 1.32 Ac. JULY 28, 2008 STORAGE VOLUME REQUIRED = 177 c.y. 364.5 SAF 2 1 SEDIMENT TRAP 3 DAM ELEV. = 368.0 (H) -366 SCALE 329- HEIGHT OF WEIR ELEV, = 367.0 (Ho) -367 ill 20' 330 DRAINAGE AREA TO TRAP = 3.38 Ac. BOTTOM ELEV. = 364.5 .368 - 332 WIDTH OF DAM = 5' (W) -- ---DD ...... STORAGE VOLUME REQUIRED = 4,53 c.y. J LENGTH OF WEIR = 8' (Lw) DAM ELEV. = 333.26 (H) ti 333 HEIGHT OF WEIR ELEV. = 332.0 (Ho) TOP OF WET STORAGE ELEV. = 366.0 Ex. 0. H. 332 BOTTOM ELEV. = 329.0 WET STORAGE DEPTH 1.5' D LOT 43 Elec. WET STORAGE = 109 c.y. CONTOUR INTERVAL WIDTH OF DAM = 6' (W) lo '*'��'330 DRY STORAGE = 94 c.y. 3,1 LENGTH 0 F WEIR 18' (Lw) TOP OF WET STORAGE ELEV. = 330.7 TOTAL STORAGE PROVIDED = 203 C.y. 2 FEET WET STORAGE DEPTH* 1.7' WET STORAGE 242 c.y. Ex.Tree DRY STORAGE 230 c.y. Line TOTAL STORAGE PROVIDED 472 c.y. z Lf) 0) (00- j - DD ZJ 00 < .� f�.' SEDIMENT TRAP 6 cs PLAT Le D.B. 1669 0 W < z Z DRAINAGE AREA TO TRAP = 0.45 Ac. STORAGE VOLUME REQUIRED = 61 c.y. ✓ W 0 o DAM ELEV. = 350.0 (H) > HEIGHT OF WEIR ELEV, = 349.0 (Ho) BOTTOM ELEV. 346.0 .0 N w z _j WIDTH OF DAM = 6' (W) Z LENGTH OF WEIR = 6' (Lw) SAF w 0 < TOP OF WET STORAGE ELEV. = 347.8 __.-s WET STORAGE DEPTH = 1.8' 356- WET STORAGE = 70 c.y. w _j CL < DRY STORAGE = 67 c.y. STORAGE PROVIDED 137 w z w w 0 W TOTAL = c.y. X 1360 A D D 0 od z -356 1 ST-7 z 0 u i - A-`r. SEDIMENT TRAP 5 DRAINAGE AREA TO TRAP = 2.80 Ac. SEDIMENT TRAP 7 STORAGE VOLUME REQUIRED = 376 c.y, DAM ELEV. = 360.0 (H) DRAINAGE AREA TO TRAP = 1.19 Ac. w (1) w j 0 0 w T$ HEIGHT OF WEIR ELEV. = 359.0 (Ho)' STORAGE VOLUME REQUIRED = 160 c.y. AB BOTTOM ELEV, 3560 DAM ELEV. = 350.0 (H) N� rii WIDTH OF DAM 6' (W) HEIGHT OF WEIR ELEV. = 349.0 (Ho) N356 LENGTH OF WEIR 18' (Lw), BOTTOM ELEV. = 346.0 __358 TOP OF WET STORAGE ELEV, 557.7 WIDTH OF DAM = 6' (W) 360 A WET STORAGE DEPTH 1.7' LENGTH OF WEIR = 8' (Lw) 34.d TOP OF WET STORAGE ELEV. = 347.8 WET STORAGE 202 c.y. # 444 WET STORAGE DEPTH LOf\38 DRY STORAGE 194 c.y. tOLT WET STORAGE 86 FILE NUMBER LOT 39 TOTAL STORAGE PROVIDED 396 c.y. c.y. DRY STORAGE 86 387 c.y. TOTAL STORAGE PROVIDED 172 C.y. 1j, Tal\ z �?. ,t #. �: tt ;.€, 3. ;.[• •v . s ; f # f £# 2 t:z;. ].<. s..t.;. .t, .f.;?:r{•: SHEET 0:\NMORRIS\TMPROJ\387-UVENGOOD\GLEN-UV PHASED PLAN- r 19/24 34( 33( 32( 31( 30( NOTE: ALL EROSION CONTROL AND STORMWATER MANAGEMENT MEASURES ARE PART OF PHASE 1 OF THIS CONSTRUCTION PROJECT. Us sao w OPEN NITARY s �o � Ilk — 330. ....... SEWER EASEMENT --- - "� " 326 iy!3( _- -- �`""""—" 324 3 P�gr�oe 1669 �tYk; I .. .................................. ... . r — WETLANDS AREA T(Y '. REMAIN UNDISTYWD --'J� SAF LIMITS OF` ">tr: CONST. f �-x-;'t-�-pax-x-x-x-x�-x-ic "'"..•-.,, ;' . SEE SHEET 2 >; �--�FOR OUTLET SAF `*�• 'r �+p PROTECTION DETAILS I >' LIMI TS OF CpNST, '"""'..'----...... ,., x ....................h„ 't-ft>f. yr �i- t- >< y.r)j<.. r - f -y) ) ii,Y,.,; i:R!"i'--•—�r�'�' ...-....••..... ^�N f .:f fr),r.>,�i��>: �'i�fif+;r fej; S> f )r y;f,rj�S, Frye; _ .."..,'^ •-.....,,, O t rj �)'ri r) r >,� n<S•%fi+% ��J' ASS?, .,...,..... ......... ST RM ST . 25 , ti Co 0 coif o m „ C6 " a . a � o PROPOS D � o GRA E EXISTING GRADE — -- PLUG 6" VC UNTIL SUCH TIME AS APPROVED FOR BIO IL TER CONVERSION 501 -. 183. 97 ' of 24 ' v to to m �° RCP @ 0. 76% cU ni cv n I m mci o II II II H 1-1 6 F4 H 45.00' f 15" RCP @ f.89% -1+00 0+00 1+00 340 330 320 310 "II 2+00 OPEN SPACE ".., •,"" cry o Jirrrf!1''! y >y S ,.�•;.!Nd, �J,+j�.l ��;i �); �%L+' �i i�''i! ;), y fJ�ii y+iS .'. f ycb')'�,;�!';,l7,�fiS.t),��,i,.•>,fi:4!�j��l: �i, �>'}; U'.�••�jiy <; is _'�'_�'\ ..a 't+�+: >4f'r�%i'r>,'')�!%!$ f4,•• >,. •, j,:'%:jy, ,:yr•,S l�: �\ t r OPEN TS SPACE t K'4 wf!::i�.S.',v;;s��f i�%�i' ffi>�ff)<'f,�$S,j °i,h:r�� :' i' `�1 � ••,,,y f ' )+$k'•'i)rL°;,rif��i>?:'%ify.:irf,". � t:ii!,f,it%'•;n. � �,""�, X�/ '.+t.. •;it±Si :}!i'r�ififu'y-�(�i��:�;f �.y.;f• ` _ �F , X X �`�.• LIMITS OF �.._ X �•. -- x --- X X CONST . ^. 7. __ •.••"'^".'•.,...• i%f'.ryh;ii.).r)mayi!i!'+rR:+;•:ii).:'�!'f'<f''?i>!ii:?;�i.jj,>..�;i..'•i!!'rii'r'rjN /,tv. C': ;:r�<?' • ,jo!p.{•:�..,t:• .gyr.,,,.;j,.,�,.r!aa•;.;g..j;. �,..?)•;.!•:::�fr;!!i!??'r;'�:i$>,•�'n,;.:%,'n;:.)/i;�,w;",:). +..., �r.. ,rr". ., .,... .r::i)if,?i.. yr>;iLr;(..,;',r-••;,...,',f,t'w,.+y,"A';•�r11.?�'k"'•.'T?i,..�:� ; f.; <%:, ,.n.fr.,7 >+ y'q;; cif'.; �;, rr.,vr� ) ,$%if: �,.y,,., ,.y ,t,a 5;r•,. ,..y .., .R...; .)N,. a.: s+f ;!t..r,. ., rp •.>ay:%i';•>i,''w'•;:;r':%f,',, 'fi:il:?;%i;!.; .,.;•.' > , . >a .:>.). :,j:< t,A•.;.,. .!;,'>,,,. ); ., ).,,.., Y•.. '-;+fi,+!;�:":; •S''i�.,y�r.; .:.✓,:., ,j!:"`.a•. ,..>.•n,vi: ..;, .., c;. ,,>; ,•)✓.< '.IffEFfFfI TTENT <.!.'• f ;,. .,f. .,>; .<.f;!,. > •,':•y;!.,i•r,...,..�':. ,; f) j ! + < f' �'',!.:; ,;J,,l�.; y > ,r- ;z-�;:�w :,�:.�. ::<>'r . . ,;f ,j;.'+!rf:•✓,: 'r.,>,'.i.5.'r:!'ii:Si::::1.y�:?�,. ,, `. ,.; r:. '•i.ci.;f„ r:;�%t!J,f.•.f;!�i!yi;•.,.?�n, ;.;,�'yj''r'"''•, ::,.,7Y. *( �'Fi}�:::�+�:fja' ';;i' i•:.vi:tiit••,.v,L:>,t.+';x:P•'r);;�::?,!,.jf_�:,,,'�,f;'i ,rri"+{?:4f,:?':';?pit>: STREAM r :• v,;fry f SCALE 1" = 20' 20 10 0 20 40 SCALE IN FEET TOP DAM = 324.0 TOP RISER = 321.0 Anti -Vortex Device 10' Min. Grading As Shown See Detail Sht.21 INV IN =315.6 45.00' 16' RCP ® 6.89% On This Sheet INV OUT = 312.5 321. o ' 4.0 CLEANOUT ELEV = 318.3 Dewatering - _ DEWATER ORIFICE INV = 319.33 Device 24"RCP Riser , DEWATER ORIFICE DIA = 5' Inv. PERFORATED FLEXIBLE TUBING DIA = 71 ' 6 "NON -PERFORATED 915. 60 (1) 4'x 4' PRECAST REINFORCED CONC. PVC (PLUGGED) ANTISEEPAGE COLLAR LOCATED Inv. 5' FROM EDGE OF RISER Inv. 315.70 312.50 Riser Pipe Basel 45.00' of 15" DRAINAGE AREA TO BASIN = 6.83 Ac. See Detail Sht.21 RCP @ 6.89% 01 STORAGE VOLUME REQUIRED = 915 O.Y. age WET STORAGE = &A e. 4'x 4' Precast Conc. EdgAntisO f Riser Y Collar Located 5' From Edge Of Riser DRY STORAGE = 505 c.y. TOTAL STORAGE PROVIDED = 1,009 c.y. DAM SECTION N. T. S. r-....................,,.,...rv....-....... r.v+ ...r,........ ........rw.w. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams, 2. Pipe and riser Joints are to be watertight within stormwater management facilities. 3, For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control Inspector. NOTE: CONSTRUCTION OF SEDIMENT BASIN 1 SHALL BE IN ACCORDANCE WIT �f �_ CONTOURS SHOWN ON THIS SHEET.`:';t�� 0r F9 J. THf).\fAS GALE �y 4' Lic, No. 1443B r 1? <Ab SVRv`�°� QANM0RRISITMPR0A387-LNENG00D'GLEN W P PLANrj - a ��0 N (_ (0 M03 d. 90 U ccW X@) ®� OU Wo 4z _� W UQ OW 2 (!) J z -j N Q1 Lo N O j IIC� (�. LL U N 0 > E— o w o� w aW 2rn 0) W O oU REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE ill =20' CONTOUR INTERVAL 2 FEET z 5 �jAj 0/ //L9 Co CLr J W 00 L) F- W Z Cf)® Z L r WZ (/) W 0 .*. W W� It od W 00 Q OZ � Z J� W (DX LU FILE NUMBER 387 SHEET 20 / 24 a U A PYRAMID STRUCTURES �` � 0 MINIMUM TOP WIDTH (IIIV) TEMPORARY SEDIMENT TRAP RECOMMENDED DEWATERING i' (STANDARD SIZES) Dimensions in Inches to the Nearest i/4 \� `-,--., 0 W cv C0 REQUIRED FOR SEDIMENT V VARIABLE SYSTEM FOR SEDIMENT BASINS ,,', ,' -J ,�,��`•,\ �_ �a C Z 0 I� a TRAP(� EMBANKMENTS VARIABLE* , �J - ORIGINAL (W� PROVIDE ADEQUATE U/�/ GROUND STRAPPING '+�^<U.!�7-� -. __ o 0) ni T� Z a. _ ACCORDING TO HEIGHT OF , °� POLYETHYLENE CAP ((��j �� z� - s T � Q 0 � fL _ �� i� % 4- C EMBANKMENT (FEET). 67 CU. YD./ACRE a VAR. - �- __r a 1y- / sM1 IFE FIR cc ui Ua U o� >o ® w r Q. � J Z , IDEPTH w 67 CU. YD./ACRE --- See Sht . 20 Or Dia . VARIES AS ( tl_ :� FI][:][:][] MUM]_ y HO F </� o W � W H W 4' MAx TACK WELD * REQUIRED� (EXCAVATEDF) PERFORATED POLYETHYLENEFOR » , 1.5 0.5 2.0 FILTER CLOTH ORIGINAL �_ DRAINAGE TUBING, DIAMETER STORAGE --------- GROUND 2.0 p 2.0 1.0 may., VARIES (SEE CALCULATIONS IN 2.5 1.5 2.5 APPENDIX 3.14-A 3.0 2.0 2.5 ) Pyramid Racks for Concrete Pipe , (/� J -� 3.5 2.5 3.0 *SEE PLATE 3.13-1 COARSE AGGREGATE + CLASS I ti HO H 4.0 3.0 3,0 RIPRAP I �'___ pipe 4.5 3.5 4.0 Part No. LD. O.D. A B C WET r- 5.0 4.0 4.5 "FERNCO-STYLE " COUPLING STORAGE S'B_ 1 PYD-24 24 30 30 7 1/2 11 314 - CROSS SECTION OF OUTLET QQ 0 �"-- EXCAVATED AREA •••• PYD-36 36 44 44 13 19 1/4 See Sht. 20 For Dia. PYD-48 48 58 58 i3 21114 1 4' c x •. Q L MAX. DEPTH = oRIGINAL DEWATERING ORIFICE, PYD-48 60 72 71 17 3/4 GROUND CLASS I RIPRAP (LN% SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, E`er (6 DRAC.)AI. LENGTH INAGE�AREA CORRUGATED METAL RISER APPENDIX 3.114 A)IES (SEE CALCULATIONS IN PYD-84 84 00 94 1/2 25 1/2 39 1/2 0 U� ui J (� W to % U O PYD-96 96 114 - � 114 22 3/4 39 1/2 SOURCE: VA. DSWC PLATE. 3.13-1 � `�-- DIVERSION NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB / DIKE FOR DEWATERING ORIFICE Pyramid Racks for Plastic and Metal Pipe rz cc I,U CL lu (Includes Fastening Kit) DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 - - - - - Pipe - - - - Q (n W '®fir-.��1 Part No. Corrugated Plastic A B C SOURCE: VA. DSWC PLATE. 3.14-15 PYDP-24 12,15,18 12,15,18 30 7 1/2 11 3/4 Z 0 ® a 1/4 PYDP-48 233,36,420 36,42 ,* 58 13 21114 PYDP-60 48,54 48 71 17 3/4 28 DIVERSION DITCH S I J COARSE AGGREGATE** PYDP-72 60,66 60 84 23 1/2 31 314 . �` PYDP-84 72,78 94 1/2 25 1/2 39 1/2 TYPICAL SECTION EXCAVATED / ��\ PYDP-96 84,90,96 114 22 3/4 39 1/2 AREA / f FILTER CLOTH/ REVISIONS RISER PIPE BASE CONDITIONS FOR DEC. 18, 2008 PER COUNTY ENGINEERING s£(l� ill EMBANKMENTS LESS THAN C) HIGH �,2,10 **ov"'A COARSE AGGREGATE SHALL ' BE VDOT /i3, #357 OR #5 SOLUTIONS 6 A. C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION CONCRETE BASE FOR EMBANKMENT 10 ' OR LESS IN HEIGHT INC OUTLET (PERSPECTIVE PHASING INFORMATION VIEW) 3 1 f(-i �(N U" i( ` 3 1 s €"s:MAXI( )1 J.,.5fs'.�f ;fir gAvailable from Our Website p MAX. ta.s' 3 SOURCE: VA, DSWC PLATE. 3.13-2 hsI> �I, - CAD Drawings www. astir solution com P.O. Box 4386 • Winchester, VA 22604. 540-722-4694 • 877 877-5727 • Fax: 540-722-2219 � '�l} SIB, 3T fir j(€ 3�r �� 5s s(s ss{��€ fI€ �I�• �(€;.�i�•-.t€�.ss� tF�;:{�:.�€>;. �� ` ... : � :`• .. i• .. -E.J �. r¢,f lr it rt. r..s r• r; MAINTENANCE NOTE: so' OR LESS D BEFORE FINAL STABILIZATION, THE DIVERSION SHOULD BE INSPECTED AFTER EVERY RAINFALL AND AT LEAST ONCE EVERY TWO WEEKS: SEDIMENT TEMPORARY DIVERSION DIKE SHALL BE REMOVED FROM THE CHANNEL AND REPAIRS MADE AS NECESSARY. 6" SEEDED AREAS WHICH FAIL TO ESTABLISH A VEGETATIVE COVER SHALL BE CONCRETE DATE RESEEDED AS NECESSARY WITH THE HELP OF EC-2 MATTTING. NOTE: Compacted soil _ ALL EROSION CONTROL AND STORMWATER- II'';t:;::,�,:::Ei ::€:::. €1::.::l.::sif:::<....�3�:w MANAGEMENT MEASURES ARE PART OF 18" min: .. �> .---Flo :�:. ,�._..�,..t,,s. ..�f::� PHASE I OF THIS CONSTRUCTION PROJECT 3'ff Yy^,;iffi£'cYy } (f s' fr t i3�i'.p�3•..'.f5'J,{D•,^� ;.��,.::€,��'::F� €ff�.^:E.�.•3.#�.•.,:€.,1,^..�JS;.':.,f,l�"r.S��l,..",3 r..:.tf;'::��E:•::�3.;:..{�.'.�st'~fl�:•:: ^j j(n;3 3,':i':.�•.1}t"f..,i3r ssy. <%s... i, �1 DULY 28, 2008 .' 5.'vi r..,,,sjo- ,i77�,,.,,tr ,3.1r„i .3 j y g kt /3. 1 5 iY. S .;. Sm• kY( f. ;i i;A ff..., C'.r 2D ' . S •{:.� t�t s: i {{ 3: ti:.t i { €' c�'I:, :'>i f� •i t�;• 3. t .. £�, > �`{( f y� { F' f..:. ((j, �{f"'� ,'..'.�'•3� �fTi,-S„, t��}•��-�^•�.Sb':f:?3,>.�,b"•!E�''•b3,&':.�J";�3�1:i��•�I3.:'�.f..�;::,<,�tr••:f�{':..t€<r••�bi;:' <'x� If's.i".'• �....:��••€il...IF •��'...I€#•..i.. € ..i €• .:. fit ''••#-...i'€'�'•'••ifI��•fit '••�� MINIMUM STANDARD 3.14 CHAPTER 3 4.5' min. SOURCE: VA. DSWC PLATE. 3.14-14 Level Spreader SOURCE: VA, DSWC PLATE 3.09-1 SILT FENCE CULVERT INLET BLOCK AND GRAVEL DROP INLET LEVEL PAVED TEMPORARY PROTECTION ' AS`I'1�.�'AD.�R CONSTRUCTION ENTRANCE SEDIMENT FILTER z CROSS SECTION tn� 70' HIN. EXISTING A PAVEMENT ENDWALL CONCRETE BLOCK 0f1 V♦CL JUTE, OR EXCELSIOR WIRE SCREEN �� J OR EQUIVALIN ENT VARIABLE (MIN. T)00 FILTFA CLOTH B' 2fA A66REGATE A MOUNTABLE BERM I t.; :• .... ,., .: ; (OPTIONAL) TOE BURIED 6` MIN. 6" MIN, 3' SM 2A TOP COURSE j �-CULVERT SIDE ELEVATION - - - -BURIED 6" MIN. - - EXIS ING GROUND �l O jC')' �'•°' Z I ' y I I 0)® 4. 70' MIN. - - - -� � - - - - - �' . . o, �♦ r/ LEVEL LIP OF 2:1 OR e WASHRACK 10' MIN. I I SPREADER FLATTER (OPTIONAL) ► ' 10'MI�_I ! t 12' MIN. EXISTING - - LEVEL SPREADER WITH VEGETATED LIP PAYEHENT �JJ ° OF FILL ____ _ -�� '� W CROSS SECTION 6.21A A66RE6ATE BASE I POSITIVE DRAINAGE SO' NTH. s• SM-211 TOME TO SEDIMENT ;( DISTANCE IS 6' MINIMUM IF GRAVEL FILTER �' B TRAPPING DEVICE SILT FENC FLOW IS TOWARD EMBANKMENT I 06 Q 0 OF � MUST EXTEND FULL WIDTH � WIRE SCREEN VDOT J3, #357, #5, #56 OR OPERATIONS AND EGRESS PLAN VIEW FLON FILTERED WATER #57 COARSE AGGREGATE IN VARIABLE 7') z •� 0 (MIN. L GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER 12' MIN. OVERFLOW ''^^ W V, J * FILTER CLOTH 6X6 TREATED TIMBER -�� RUNOFF 6" MIN, 3" SM-2A WATER SECURE WIRE TO GROUND _ _ _ _ _ _ _ _ _ _ _ WITH _- -� OPTIONAL STONE COMBINATION Q WITH WIRE STAPLES I 5 REBAR TO 6' 2i-A AGGREGATE SEDIMENT I' SECURETIMBER W _ .. • , Gy,. 1.0' 1.5' ;:f :.1...a.:f.. ' f.' t ,1.............1. FILTER CLOTH -A .......V;s '"':`:i" t SECTION A i ,. ., DROP INLL-T , : Y ::f . ,i s WITH GATE 7' MIN. 3' 6'-7` :.'; r.::......... UNDISTURBED r•£�,.�;:,,;:;::,:.s 2i OR i. ...........: j0 SOIL FLATTER .• "::::: ':::.i �, SEDIMENT " FLOW MIN. s' • • -`----a- ti 2.5' SPECIFIC APPLICATION �G: --- FILE NUMBER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE a ) TI7� , Ap GATY 387 LEVEL SPREADER WITH RIGID LIP HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW •w Tic : , , .,13;, :. , REINFORCED CONCRETE DRAIN SPACE CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING A Refer to Sid, do Spec. 3.21 - VA Erosion and Sediment Control Handbook GA ; 357 #5 E S OR FEN COARSE CLASS I RIPRAP AROUND THE STRUCTURE. `' * AGGREGATE SECTION B-B ' �- AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.d� IS EXPECTED. NOTE: METHOD OF SUPPLYING WATER FOR THE WASH RACK WILL BE DECIDED AT THE TIME 3.14 - 9 OF THE PRECONSTRUCTION MEETING WITH A.C.S.A. STAFF. WASH WATER MUST BE SHEET CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC PLATE, 3.08-1 SOURCE: VA. DSWC PLATE. 3,07-3 SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES. 0:1NMORRISITMPROJ1387-LIVENGOOD\GLEN-LIV PHASED PLAN-5.pro ® 21 / 24 � �tt �i 0 � i t ( � � ,�� °w,�•x..,.weo,«w,a„ovw.»<nw ""^•.� �;� NI s �r � } � } t � `�`,......,., „mow � 4y„'"""•••„ �� "`0w --�; ''/ 1 ff �Y„ ' fi 44j,4l,.. /•.y, i--"i +�,,� '',•,•w.••...,J��r'``•'' I 6 MIN �<,,,,,.......,•„✓ '� •-„^',.....-•••..«"^.,,,,,�,, =..,� / .`:..tip �'�. \,�� '~,�`-.� � IN ... •,^hs•ti1� � ��^'•ti„ ..,..». ..«......••..^"","'" �~titi �"`^^+.•".�,�,.`•., „"'^+, "�"'"•,,��`'`•,, � �.� ;c. �j i S � S ``�; 2 l �c � �..� 3 f � r ,«....r3 I "N' ". % W 1 ` l vf/ ' ! /' ��"' � x>'-`>' i/ �o ^'••,"„""`^, �' � ,,,•,,,,.<r''r.' 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',/ ,e r ��,i•/! !'.i' ,nJ,,,n„r✓ �",.%",..11 .`^" «��°,ao•,�',i.';�'' eti"�`�:ta '" , r• ^'•� '�• i - '`�`. ' SCALE 1" = 100' 100 50 0 100 200 SCIUF IN FEET 0 OUTLET 6' NON•PERFORATED PROTECTIOR PVC PIPE TO >; OVERFLOW DAYOVT PROTECTION STONE tt4FJR,REBUILD AS NECESSARY BERM , BERM I SI It tl I, 3aSiDE soPEs--• ,t ,1 ,, (MAX) ~ �j - �I 6. I I I. ii t -4++-- PERF'JRk'fCD PVC P1Pl= I SCHEDULE- D OR APPROVED EQUIVALENT PLACED 26 (L O.C. E II I 1I ! II 11 II DUTLEr PROTECTION! ENERGY DISSIPA1M STORM 1W.rER CHANNEL. . • , Ct.EJi N-OUT:. PLAN TOP OF _ WEIR SIDE SLOPE REGROED. s 0 T i' ,•� ra •-ram.! - c *I.• . L Y •r 1 BIOEILTER PER. ,SI ,, t_'c 2'-5' ,: rft r a� .":w , 7 r r". STATE.STANDARDS UNDERDRAIN GRAVEL (AASFJTp Fd43, :�RiI�NnLSIi:'i' 112": i'�'tyRAPPED': TRAP STDESLOPE: INTIL ERTABRIC 'PA.. t ...PROVIDE PIPES` RE?•tO1 E SILT Atop' . ; ACROSS ENTIRE Rt1M :: 5EDTMLNT AFi'ER FINAL AT7'20 FT 0� STABILITI,TION,,REPtACE . WITH LOAM OR GRANULAR PROM LE. , NOTE! THE DMANCE•BETINEEN CLEAN-bUTS ViRLL NOT:EXCwEI1 •OP.OF-BE. 50 FEEf.. CLEJ?,?-OUT _ 6" TO 1 ' :1M/.YJATEF'TIGIiT ' 6' 4YEIR' -- T 6" NOX-PERF0RhfFA PVC PIPE @ 1'% MIN,:SLOPE. 2D ft OTC, ' LOAM OR GRANULAR 6' PERMRATED PVC EARTHFTiL PIPE C'1%vs sLOPE• CROSS. SECTION SILT TRAP RETROFIT TO BIO—FILTER NO SCALE" INSTRUCTIONS FOR CONVERTING AND/OR CONSTRUCTING BIOFILTERS 1. SEDIMENT TRAPS 1, 2 AND 3 WILL BE CONVERTED TO BIOFILTERS 1, 3 AND 4 RESPECTIVELY. SEDIMENT BASIN 1 WILL BE CONVERTED TO BIOFILTER 2. 2. PERMISSION MUST BE GRANTED BY THE WATERSHED MANAGER AND EROSION CONTROL OFFICIAL BEFORE THE CONVERSION/CONSTUC TION PROCESS CAN TAKE PLACE. 3. REMOVE ALL ACCUMULATED SILT AND APPLY LOAM OR GRANULAR EARTH FILL 'TO RESTORE BOTTOM OF TRAP TO ELEVATION SPECIFIED FOR EACH BIOFILTER (SEE DETAILS SHEETS 23 & 24) . 4. APPLY UNDERDRAIN GRAVEL TO ELEVATION SPECIFIED FOR EACH BIOFILTER. (SEE DETAILS SHEETS 23 & 24) . K5. APPLY BIOFILTER MIX PER STATE STANDARDS AS SPECIFIED FOR EACH BIOFILTER (SEE DETAILS SHEETS 23 & 24) . 6. INSTALL UNDERDRAIN SYSTEM PER DETAILS ON SHEETS 23 & 24. 7. INSTALL GROUND COVER AND PLANT MATERIALS PER PLANTING PLAN DETAILS ON SHEETS 23 & 24. X STEP 5 SHOULD BE DONE WITH A SMALL LOADER OR TRACTOR THAT WILL NOT COMPACT THE MATERIAL SIGNIFICANTLY WHILE IT IS BEING APPLIED. BOTH THE FILL MATERIAL O L AND THE BIOFILTER MIX MUST BE INSPECTED BY THE EROSION CONTROL INSPECTOR AND p Olt- lt- WATERSHED MANAGER PRIOR TO PLACEMENT, TBOMAS GALE 2 NOTE: ALL EROSION CONTROL AND STORMWATER11 �_ 00 /__ MANAGEMENT MEASURES ARE PARTOF PHASE 1 OF THIS CONSTRUCTION PROJECT, 0.\NMORRIS\TMPROJ07-WENGOOD\GIFN-UV PHASED PLAN-5,pro ua 0 ^W Ncl) 0(0 mp=q 0#c U Q rz uj °C @) Z o Wo ® 4� _Z Q (� c J �2 o W q U J Z J3 �T Z �LO u (5 v u, > 0 cc � W 0 0 LL (� ? U N ;� o> 4 V 9V ` �W Z 0 o W a r REWSIONS DEC. 182 1 008 PER COUNTY ENGINEERING & A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE 1 " = 100' CONTOUR INTERVAL 2 FEET If) Z M/n� w Z(LVj(1) o�- < J �Z uj v W '� z w2 to w W , NQ w Z C� 06 0 � Z w IL� re•.. w� > w cc a a: 03: W 22 > Z LL w® 0 Vw FILE NUMBER 387 SHEET 22/24 00, 15'x 18 SEDIMENT FOREBAY 238 s.f. SURFACE AREA TOP RIP RAP EL. 315.5 BIOFILTER 1 15'x 18' SEDIMENT FOREBAY 238 s.f. SURFACE AREA TOP RIP RAP EL. 315.5 ..w.....".,....., ,� 3 is PS 3:1 710 SEDIMENT"�EBAY 238 s . f . SURFAIC6' M TOP RIP RAP EL. 315.5 TOP BIOFILTER MIX CONTOUR 314.5 w,. .-.,...,,,,.-..... ,- ...-..",-- .�- - -'�• 81 �� -` �- �..,,,,,,~„may .-.. o x -- - - SEDIMENT~F REBAY y 701 s.f SURFACE -AR � �µ OF TEA MIX TOP RIP RAPE TOP CONTOUR 3 <jNv . ........ X 317 p. L gtt,%5 ;a; `';;,$g;: %+ t, s x/ t ,,-•%nin%; n s.;�:' 4s,;t;i;t,r�,...�4:' '.� 3 1 �.. PS BIOFILTER 1 UNDERDRAIN LAYOUT �6 6g riQ..;•,,.: b: /yf/� ,:.; t �f�,;�;:»?i, ` L B "t'"'%'yF;> PLA .. �y%;i��,,•�,i�<> �istffss rsr?r.S,L;sri;;,:;:ffss:f.S;:,;,. J . 1 PS 3 :1 r., . � ..v: S.; i f A ; :;';f: 'i.:',�i,!<,;; ''ii :'•i,'y..y :?i:i' ♦ ` /' "r NOTEN SEDIMENT °10 EBAY 2C° "" °° °° °" . �. �"'``--- X -- --- X X X X --- /• . ... . . ........ 238 s . f., SURFACE AREA �• TOP RIP RAP EL. 315.5 ALL EROSION CONTROL AND STORMVi�"ATEf� LrMrrs of ,-- _ ._� � _ _ __..__ _ _....-- _.....•..�„• .�.. .._. OPEN m ............ -' INTERMITTENT STREAM MANAGEMENT MEASURES ARE PART OF SPACE PHASE 1 OF THIS CONSTRUCTION PROJECT. � - ... � ";µ.w...�...�..........�......._.......-......��r.�.�.............- �� LL TOP BIOFILTER MIX CONTOUR 314.5 ..... •314W ' 0 FOREBAY RIP RAP WEIR DETAIL N.T.S. 1.0' 4" TO 6" STONE 2:1 2:1 1.0' 5.01 FOREBAY CAPACITIES WERE CALCULATED TO BE IN EXCESS OF 10% OF THE TOTAL BIOFILTER SURFACE AREA BIOFILTER 2 BIOFILTER 2 UNDERDRAIN LAYOUT PZ4TeD8 1669 Uw U �. 0 I_ N (_ i� CL Q 0 � Q cc LU CC V z 4U CL ?o J z Cn Q cc O (� rJ W `� UQ rW (/� `' J 08 c N ►-9 \� z Or = L 5 i NN s Q �f p F+i z Cc oLL W O� O Z O W �'',�,tt O rL U1 .'� 4 T Q' W O W O CL Lim REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE III =20' CONTOUR INTERVAL. 2 FEET 6' cuNiuun ocu.v w qx v ~w, 4x 4x DAM . VL VC VL 45 VC AR 10' Min. wu AR ix -" 3 :i MAX. TOP DAM Anti -Vortex Device Grading As Shown " �" NS AR OP VL Z 0. 2 5' 316.24-�- TOP WEIR See Detail Sht.21 On This Sheet DP... O � ♦^ 3 : 1 MAX. � --• ,.-.IMP....._....• -"-• �' V, " ~,•, NS TQP BIOFILTER 3 :1 MAX. -�- 315. D 2 5, �a� �, 324.0 °�° 2x}�2x ' MIX = 314.5 " `€ : �.::: ;.f '> ;:!" . -�- C.D. C. 0. 321. 0 S �xbo. V� �� &2x 2x 2 VXDw .., VL '� g ,,• %. ;::�.:.. '...: z,.i.::: 3 . 1 MAX. �, " 2x VL VD VL 1x W Z TOP BIOFILTER VC} W TOP UNDERDRAIN = �° T 2x 2xx MIX 320.0"r �:3 '% 3 : T ::.., :f .r :� : 24 "RCP ern GRAVEL 312.0 .a f �:..z z t i ..:z Inv. a u' -ex „,�.�, 2x VD VC VD CC TOP UNDERDRAIN �..-. 315.60 , �, �T VC "Vt},..,..,a. NS OP-} NS-� AR ''RR > GRAVEL = 317.5 = "= - - = - - - - -_ c'c� % OP �, "�" _.. _ N V 1.5' MIN. RIP RAP ,. v'c, W CHANNEL, 6"PERFOAATED -� v Z SEE PVC @ IX MIN. 1.51 6 "NON -PERFORATED Inv. _`` .�c, '"� " � 3 1 - 0 BIOFILTER 1 CROSS-SECTION DETAIL'A' MIN. PVC @ 1% MIN. 315.70 45.00' of 15 O p "`"" Q W ON SHT.19 RCP @ 6. B9X N.T.S. BIOFILTER 2 312I50 `��'o wW "� °Y0,'DAM (Lit cc DAM = 316.24 - LENGTH WEIR = 15' DAM = 324.0 CROSS-SECTION ,,� n .�, W I- LL m TOP BIOFILTER MIX = 314.5 TOP RISER = 321.00 N.T.S. ♦\ ~ PS Q HIQ TOP U.D. GRAVEL = 312.0 TOP BIOFILTER MIX = 320. 10 YEAR HIGH WATER ELEV. = 315.17 TOP U.D. GRAVEL = 317.5 % 3 . i �° O > 10 YEAR HIGH WATER ELEV. = 321.34 ° 100 YEAR HIGH WATER ELEV. = 315.24 100 YEAR HIGH WATER ELEV, = 321.63z it `� ' �.• 1 LA T BIOFILTER DIMENSIONS BIOFILTER 2. PLANT LIST ♦�♦ �� _.�-�'�� ' BIOFILTER DIMENSIONS BIOFILTERPLANT .LIST & PLANT CALCULATIONS Tree Species (i min. caliper) &PLANT CALCULATIONS Tree Species (i" min. caliper) X -:X X x --- x _ --� LIMITS OF '`'�•- _ •--._ _ .._... _ _ _ _ _ y y Quantity Symbol Scientific Name Common Name _ Quantity Symbol Scientific Name Common Nam CONST. ~� W - w �•. :,., APPROX. BOT. DIMENSIONS 52 x 141 INTERMITTENT STREAM APPROX. BOT. DIMENSIONS = 3 x • 2 AR Acer Ruprum Red Maple PLANTING SURFACE = 6,972 s.f. 6 AR Acer Rubrum Red Maple PLANTING SURFACE = 3, 152 s. f. SPACE PLANTS REQUIRED: 31.52 3 OP Quercus Phellos Willow Oak PLANTS REQUIRED: 69.72 6 OP Quercus Phellos Willow Oak /-....yfgC,••- 3 NS Nyssa Sylvatica Black Gum @ 10 PLANTS PER 1,000 s.f. 6 NS Nyssa Sylvatica Black Gum @ 10 PLANTS PER 1,000 s. f. FILE NUMBER PLANTS PROVIDED: PLANTS PROVIDED: 70 32 Shrub Species (3-4' min. height for planting) Shrub Species (3-4' min. height for planting) 387 24 SHRUBS 52 SHRUBS " I��T O 8 TREES Quantity Symbol Scientific Name Common Name 18 TREES Quantity Symbol Scientific Name Common Name O % SHRUB TO TREE RATIO = 3 :1 8 VC Viburnum Cassinoides Northern Wild Raisen SHRUB TO 'TREE RATIO = 2.89 :1 17 VC Viburnum Cassinoides Northern Wild Raisen 8 VD Viburnum Dentatum Arrow -Wood 18 VD Viburnum Dentatum Arrow -Wood BIOFILTER 2 PLANTING LAYOUT 7, TH0\1,kS.GALF, 4 8 VL Viburnum Lentag0 Nannyberry 17 VL Viburnum Lentago Nannyberry Lic, No. 1 43B � SHEET 23 / 24 a 7�� Im PLANT LIST TOTALS Tree Species (1" min. caliper) Quantity Symbol Scientific Name Common Name 13 AR Acer Pubrum Red Maple 16 OP Quercus Phellos Willow Oak 16 NS Nyssa Sylvatica Black Gum Shrub Species (3-4' min. height for planting) Quantity Symbol Scientific Name Common Name 43 VC Viburnum Cassinoides Northern Wild Raisen 45 VD Viburnum Dentatum Arrow -Wood 44 VL Viburnum Lentago Nannyberry PLANTING INSTRUCTIONS 1. BEFORE PLANTING CAN TAKE PLACE, BIOFILTERS MUST BE INSPECTED BY THE WATER RESOURCES STAFF. 2. 0 DENOTES TREE SPECIES. 3. O DENOTES SHRUB SPECIES. 4. TREE SPECIES SHALL BE PLANTED AROUND THE PERIMETER OF THE BIOFILTERS IN THE APPROXIMATE LOCATIONS SHOWN. A MINIMUM OF 45 TREES, (1" MINIMUM CALIPER), AND 132 SHRUBS SHALL'BE PLANTED. SHRUB SPECIES SHALL BE PLANTED IN GROUPINGS IN THE APPROXIMATE LOCATIONS SHOWN. TREE AND SHRUB SPECIES SHALL"BE FROM TABLES 3.11-7A'6 B," RECOMMENDED PLANT SPECIES FOR USE IN BIORETENTION, LOCATED IN VOLUME 1 OF THE VIRGINIA STORM WATER MANAGEMENT HANDBOOK, A MINIMUM OF 3 SPECIES MUST BE USED IN -THE BIO-FILTER TO INCREASE DISEASE TOLERANCE: 5. GROUND COVER WITHIN EACH BIOFILTER SHALL BE SODDED UNLESS A SUITABLE ALTERNATIVE FROM TABLE 3. 11-7C (VIRGINIA STORMWATER* MANAGEMENT HANDBOOK, VOLUME 1) IS CHOSEN AND APPROVED BY THE WATER RESOURCES MANAGER. SCALE I" = 20' 20 10 0 20 40 SCALE IN FEET v SEDI ENT FOREBAY 276 SURFACE AREA TOP BIOFILTER-MIX••...^.....,,_ 3 : 1 fTPP-RIP PAP EL. 325.0 CONTOUR 324.5 - W •" . 15'X 18' 326 f,ti; ,,•, , ,• ,; ,,. `'�-SEDIMENT FOREBA-Y - L 346 s f. SURFACE AREA •' k ?"" i ��i '� '�> �.: { , �v: TOP RIP RAP EL. 325.0 v,�' • INV C 0. 322.0 TYP. r. l5.00' > h 2.3% :@53 7% S: ?@52.3% 6 "PEi�F -" .... " .4.......... ,.r pur TVD INV. 1321.65 ,r`�~ " 321.�0 321.85 20.0'-20.0 20.L 6 "PERF. PVC 6' N •�7.�--•---� TYP. - 3�:. \ 52.00'OF 6"PVC INV. 317.00 UNDERDRAIN LAYOUT B10FILTEP 3 3:1 4 u PLAT @ D. B. 1669 P. 377 v SEDI1�y/,EN1• FOREBAY O 276 'f'. SURFACE AREA TOP"B70FIL.T , MIX 3 : i T P' AIP RAP EL 325, 0 CONTOUR 24: S " _ . ". 2x ..VL 15' x 18' 326 "u ~.-^.••SERIMENT FOREBA-Y' 346 a . f . SURFACE AREA VC 2x 2x 2x VD i� mir6TYIN -------------- hi PLANTING LAYOUT 10 3 :1 TOP BIOFILTER MIX CONTOUR 331.5 333 INV. C. O. r. 32$: 5-� ' `�<.9?13 5 Q a.; TYP. q 'I 5--_..' Q 6 "PERF. PVC I :.. ,�`.� TYP. UNDERDRAIN LAYOUT BIUFILTER 4 OB 1669, A• 3�1 r FOREBAY " 3 :1 TOP BIOFILTER MIX El�j FO" �.^" " TM 457 s .• f . tl A CONTOUR 331.5 TOP EL. .0 333 OP UNS x OP V _ AR \fir VbA VC VL VD " lvx�� 0 VL 3x i3vL x a% VC * 2x 2x VD VL 2x 2x 2x 2x2x c - AR { - OP NS o o OP AR G-b NS s 3. 6' 333 332- 330 7�Ex. Tree PS ~� /� -/ ~E On PLANTING LAYOUT 6' SEE SHEET 23 FOR 6' DAM FOREBAY RIP RAP DAM 3 : , MAX. : 1 MAX. TOP DAM WEIR DETAIL TOP DAM NOTE: 2.51 326.24�;- 2.5 ' 333.26 - TOP BIOFILTER 3 :1 MAX. -•-TOP WEIR TOP BIOFILTER 3 : 1 MAX. TOP WEIR MIX = 324.5 .••••• • 325.0 MIX - 331.5 -�►- :.s..i:� �•€.€ivy�d.€ =ate ..€iv�t �f :;...::.:.' •:.r:. 3::'::€.€:•�;• �€" :€r;.:%Ir:•:�.€;; �"€.€.€.�'.;.�;:�.€�r;;;.l.��€.:;� �.€..r 332.0 ALL EROSION CONTROL AND STORMWATER € ,( ..... .....: :€ ..3 •-rt-3 . 1 MAX. .� _MAX, TOP UNDERDRAIN -�• ;.. " 1 M MANAGEMENT MEASURES ARE PART OF UNDERDRAIN GRAVEL = 322.0 _ TOP UND RDRA N GRAVEL - 329.0 -� PHASE 1 OF THIS CONSTRUCTION PROJECT, 1. 5' MIN. RIP RAP 1. 5' MIN, RIP RAP I I �TE CHANNEL .3 CROSS -'SECTION "rt SEE �� B I O F I LTE P 4 rECHAN� DAM = 326.24 N.T.S. DETAIL'A' DAM = 333.26 CROSS - SECTION SEE WEIR = 325.0 ON SHT.19 WEIR = 332.0 N.T.SON SHT.19 • LENGTH WEIR = 14* LENGTH WEIR = 18" TOP BIOFILTER MIX = 324.5 TOP BIOFILTER MIX = 331.5 TOP U.D. GRAVEL = 322.0 TOP U.D. GRAVEL = 329.0 10 YEAR HIGH WATER ELEV. = 325.17 10 YEAR HIGH WATER ELEV, = 332.18 100 YEAR HIGH WATER ELEV. = 325.24 100 YEAR HIGH WATER ELEV, = 332.26 BIOFILTER DIMENSIONS BIOFILTER 3 PLANT LIST BIOFILI'ER DIMENSIONS BIOFILTER 4 PLANT LIST {- & PLANT CALCULATIONS Tree Species (1" min. caliper) & PLANT CALCULATIONS Tree Species (1" min. caliper) O ' Quantity Symbol Scientific Name Common Name Quantity S APPROX. BOT. DIMENSIONS = 32 x 95 APPROX. BOT. DIMENSIONS = 34 x 134 Y Symbol Scientific Name Common Name O �, PLANTING SURFACE 2,943 s.f. 2 AR Acer Rubrum Red Maple PLANTING SURFACE = 4,398 s.f. 3 AR Acer Rubrum Red Maple U 7. THOMAS GALE = � PLANTS REQUIRED: 29.43 3 OP Quercus Phellos Willow Oak PLANTS REQUIRED: 43.98 4 OP Quercus Phellos Willow Oak o Lie, No, 1443B lob @ 10 PLANTS PER 1,000 s,f. 4 NS Nyssa Sylvatica Black Gum Y @ 10 PLANTS PER 1, 000 s . f . 3 NS Nyssa Sylvatica Black Gum Y PLANTS PROVIDED: 30 Shrub Species (3-4' min. height for planting) PLANTS PROVIDED: 45 p g Shrub Species (3-4" min. height for planting) 22 SHRUBS QuantitySymbol Scientific Name Common Name 34 SHRUBS 8 TREES Y 11 TREES Quantity Symbol Scientific Name Common Name SHRUB TO TREE RATIO = 2..75 :1 7 VC Viburnum Cassinoides Northern Wild Raisen SHRUB TO TREE RATIO = 3 :1 12 VC Viburnum Cassinoides Northern Wild Raisen 7 VD Viburnum Dentatum Arrow -Wood 12 VD Viburnum Dentatum Arrow -Wood 8 VL Viburnum Lentago Nannyberry 11 VL Viburnum Lentago Nannyberry W 0 U "W acr) C °4) NQ Q Q z o U ' � ®� 4Z JZ Q �Q oW `8 Uj J Z X N OC Q Q Lo O z° C66 CMM O �Y cr wz o� u. W0 � a l,lJ 4C cc 0 ti aW 24 w oZ O/ a. Fri r REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCAM lit =20' CONTOUR INTERVAL 2 FEET L0Z (b� 0� C/) ." Z J (� W W Q 0 U) W . (5 W °C > < ® Z W f O _2 W W J ^ W � � ' W 0 - < LL WM 4 0� O Z OC J0 FILE NUMBER 887 i SHEET 24 / 24